Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2934 Gipper Cir (a) 18-3441; SFH
CITY OF Building & Fire Prevention DivisionS.FORD 9 PERMIT APPLICA TIONAUG FIRE DEPARTh4ENT Application No: Documented Construction Value: S 302 "h2 • Job Address: Z3Historic District: Yes No Parcel ID: 22-20-30-520-0000- C 0 1C Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Single Family Residential Plan Review Contact Person: Phone: 407-865-8208 Tracy Wiggers Fax: Title: Project Coordinator Email: twiggers@dwhomes.com Property Owner Information Name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD City, State Zip: HOUSTON, TX, 77055 Name Casey Dare Street: 213 Majestic Eagle Drive Resident of property? : Contractor Information City, State Zip: PoOnte Verde, FI, 32081 Architect/ Engineer Information Name: Morita Consulting & Design Phone: 407-681-1920 Phone: 407-865-8208 Fax: Street: 1035 Greenwood Blvd. Suite 173 City, St, Zip: Lake Mary, FI, 32746 Bonding Company: Address: 11 State License No.: CBC1254984 Fax: E- mail: admin@montaconsulting.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN 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 regulative 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: 6" Edition (2017) Florida Building Code Revised: January I. 2018 \, 1 • T Permit Application NOTICE: In addition to the requirements of this permit. there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water mana_ement 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 fiLlured 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 co liance with all applicable laws regulating construction and zoning. amre of O r/Agent Date nature of opfractor/Agent Date Print Owncr/. Print Signature ota -Star f rx2 / Date Signatt o Notaiy-Sr }f Florida Date T Y LEE WIGGERS Y LEE WIGGERS t . ' . f• otary Publlc - State of FlDrlde ;`a', otary.Public - State of Florida Commission p GG 161813 Commission p GG 161813 My Comm. Expires Nov 20, 2021 ;; ;t My Comm. Expires Nov 20, 2b2i Owner/A eni"IT-1 BP'Ps 4 7 01!1 P'to e or Cont cttn'1`A enta4rPBamrot,anp yc own to Me or Produced D Type of iD Produce ype OR FD 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: 2(3 Min. Occupancy Load: ( uA # of Stories: Z New Construction: Electric - # of Amps I s0 Plumbing - # of Fixtures Z Fire Sprinkler Permit: Yes No I # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: COMMENTS: ENGINEERING: FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. a. L / SG. s9' /sQ BUILDING: GC— I/,-7.t? Re%'ised:.January I.1_0I S Permit Application E 01 p,UG 4 g ,A18 CITY OF SANFORD Fork pEphaT,:> NT Application No: Documented Construction Value: $ uw_y Building & Fire Prevention Division PERMIT APPLICATION i -34L[ Job Address: 29 3 (--4^ZC I(('LF.FL`11 Historic District: Yes No Parcel ID: 22-20-30-520-0000- 00 gQ - Z 3ResidentialFI Commercial Type of Work: New Addition Alteration Repair Demo[] Change of Use Move Description of Work: Single Family Residential Plan Review Contact Person: Phone: 407-865-8208 Tracy Wiggers Fax: Title: Project Coordinator Email: twiggers@dwhomes.com Property Owner Information Name CND-REAGAN, LLC(TEXAS LLC.) Phone: 713-316-3365 Street: 1111 N. POST OAK ROAD City, State Zip: HOUSTON, TX, 77055 Name Casey Dare Street: 213 Majestic Eagle Drive Resident of property? : Contractor Information City, State zip: PoOnte Verde, FI, 32081 Phone: 407-865-8208 Fax: State License No.: CBC1254984 Architect/Engineer Information Name: Monta Consulting & Design Phone: 407-681-1920 Street: 1035 Greenwood Blvd. Suite 173 City, St, Zip: Lake Mary, FI, 32746 Bonding Company: Address: Fax: E-mail: admin@montaconsulting.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN 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, 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: 6" Edition (2017) Florida Building Code Revised: January 1. 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredInordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current [CC 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 co m iance with all applicable laws regulating construction and zoning. gtiature of O -r/Agent Date ii(naiurc ractor/Agent Date Print Owner/Aeern ame Print Signature d1r. ota -Scat If n'2taJ / Date Signa Nota& qlorida Date TRAY LEE WIGGERS ; ..;, "" ., Y LEE WIGGERS otary Public - Stale of Flodde ; :1'. ..:, otary. Public - Stale of Florida Commission # GG 181813 ; Commission # GG 161813 1 y t` My Comm, Expires Nov 20, 2021 ;; ; J My Comm. Expires Nov 20, 2021 Owner/A en BP'PTi OtA P'to e or Con ctbl'1 1 enta4S1BdFstiai own to Me or Produced D Type of ID Produce ype o BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: lanuary 1. 2018 Permit Application REQUIRED INSPECTION SEQUENCE DAVID WEEKLEY HOMES SFR-DETACHED Permit 4 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 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: Min Max Description 10 Inspection Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final RP-MUMswtri`:S fj Li..aF. ,...i1i..W:n.,,n !1k '..4.•. xa°2,3d:.iu.9'.'J1F LA.l:iLL%]t:,rl. Inspection Description MinMax10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final a!_ reey.^rrx--vry- <e -iG• IECHA• NICALJ1PaERMIT: r `r a .i`` y. ar E lr m S ; °'r 'µ',M r..?.:,: `: s..., M.T' N.wa .C:i k<e'2.1 r..4 ..._ i2i Y.'i .1.v1.'i 1.i'•i ...i Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 S ox Application for Paved Driveway, Sidewalk or FLORIDA Walkway Including Right -of -Way Use & Landscaping in Right -of -Way Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. 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 ¢w..d,mbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you di% 1. Project Location/Address: 2 Cj 3 k- Ate. C VZC—OL Alt. 1 -V-( . .S7 %-? 3 2. Proposed Activity: X Driveway Walkway El Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of Work: SFR This application submitte y. Property owner Signature: rd6,1 l( je v Address: 213Wajes&tag1e Homes Phone: ( 407) 865-8208 Fax: Print Name: Casey Dare Email: cdare@dwhomes.Com Date: 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 right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any 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 facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have ad and uncleyrstand the above statement and by signing this application I agree to its terms. I L Signature: %/1 A i-/ Date: Pre - pour Inspection by: U This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Date: Special Permit Conditions: November 2015 rtuw use unveway.pai CITY OF FLORIDA City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name Tracy Wiggers Frim David Weekley HomesAddress225SouthWestmonteDrive, Suite 3300 City: Altamonte Springs State FL Zip Code: 32714 Phone: 407-865-8255 Fax: Email: twiggers@dwhomes.com Property Address: 2934 Gipper Circle Property Owner: CND — Reagan, LLC (Texas LLC) Parcel Identification Number Phone: 713-316-3365 2 2-20-30-520-0000-0080 Fax: The reason for the flood plain determination is Email: 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 4076) OFFICIAL USE ONLY Flood Zone X Base Flood Elevation FIRM Panel Number 120294 0160 F N/A Datum N/A Map Date The referenced Flood Insurance Rate Map indicates the following: The Parcel is in the Floodplain A portion of the Parcel is in the a Floodplain The Parcel is not in the K1 Floodplain The Structure is in the FI Floodplain The Structure is not in the 1:1 Floodplain September 28, 2007 aFloodway aFloodway ElFloodway ElFloodway Floodway If the subject property is determined to be flood zone 'A', the best available information used todeterminethebasefloodelevationis: BP# 18-18-3441 Reviewed by: 101 /4761CM4, CF/L%- Michael Cash, CFM Date T:\Engr-Files\Elevation Certificate\Flood Zone Determination Request Form.doc August 23, 2018 LUMITED PONVER OF ATTORNEY Altamonte Springs, Casselberry, Lake N'larv, Lon -wood, Oviedo, Sanford. Seminole Cc,-,nt,%•, NVinter Springs Date: aQ I G I herebv name and appoint: an a uycnt of: i;n»c i Comn r.. t to be my law-ful artyney-in-fact to act for me to apply for. receipt for. sib_m for and do all things necessary to this appointment for (check only one option): X- All permits and applications submitted by this contractor. The specific permit and applicatiun for work located at: 25 3Y r205t2 Q2 C-C: 22'7 Stree: Address) Expiration Date For This Limited Power Of .Attorney: License Holder Name: State License Number: SitL,nature of License H STATE OF FLORID.1 COUNTY OFC,F--Ajr i0L J The fore2oin2 ins—it-nent was acknow ledQed before me this _ day of G-T o-L2, by who is p. rsonally knowrr,to me/ or who has produced as identification and who did did noi,flikejan Notary Seal) natttre a Print or T,,7e Name Notary Public - StaLC of Comntission Number My Commission Expires: RACHEL BLACKW ELL c., v Notary Public - State of Fio6da Wit' CommissionfiGGt66876 c'r lvty Comm. Exoires Jan 2. 202t Banded through. naiora:''c:an 45sn. REQUEST FOR PRE -POWER Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 05-28-18 Project Name: Griffin Park Building Permit#: Project Address: 2 9 3q &r(PPM Cl2CLt- Electrical Pen -nit #: In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. The facility will not be occupied until a certificate of occupancy has been issued. 2. If the jurisdiction hereafter finds that the .facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also. in the event any third pat claims damages from the exercise of such right, we agree to jointly and individually indemnity and hold harmless the jurisdiction from all such damages and costs, including attomey's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100 % complete unless specifically approved by the electrical inspector. 4. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys (s) for such access to electrical panels to. prevent energizing circuits other than those that are safe. 5. if provided, the fire sprinkler system must be operational, per the local AHJ requirements, with water on the system prior to pre -power. 6. This pre -power approval is valid for a maximum of 180 days from date of approval. 7. Check with the local jurisdiction for fees associated with pre -power. Casey Dare P n Name of Pw r/Tenant Ignatttr f Owner/Tenant C/f ignature of N ry Public JURISDICTION EMPLOYEE NAME: JURISDICTION: Casey Dare Prtt)N Of General Contr. ki'_Z iTl_re of eneraI Contr. NOTIFIED: Progress Energy Florida Power & Light James J. ALanier Prant Name Of Elect.Contr. Sigtiature of Electrical Contr. CHAD W COWDERY MY COMMISSION # FF985918 r•;,,,, EXPIRES April 25, 2020 No is Seal or Stamp Un ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 2/26/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER Arthur J. Gallagher Risk Management Services, Inc. 1900 West Loop South Suite 1600 CONT NAM EACT Ashley Cary PHONE 713-935-8811 fAICFAX No,. 713 358-5713 E-MAIL . ashley _cary@ajg.com INSURERS AFFORDING COVERAGE NAIC pHoustonTX77027 INSURER A: Old Republic Insurance Company 24147 INSURED INSURER B INSURER CWeekleyHomes, LLC 1111 North Post Oak Road Houston, TX 77055-7211 INSURER D : INSURER E INSURER F r(1VFRAr:FR rFRTIFIrATF NIIMRFP. 1052841088 RFVISION NIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRLTR TYPE OF INSURANCE AISUBRIINSDWVD POLICY NUMBER POLICY EFF MM/DDIYYYY POLICY EXP MM/DDIYYYY LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR I EACH OCCURRENCE DAMAGE TOPREMISES (EaENTEoccurence) MED EXP (Any one person) PERSONAL 8 ADV INJURY GEN' L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECTLOC OTHER: I GENERAL AGGREGATE PRODUCTS - COMP/OP AGG A AUTOMOBILE LIABILITY X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY XAUTOSONLYIXX250DedComp$500 DedColl MWT6312417 3l1/2018 3l1/2019 COMBINED (Ea accident SINGLE LIMIT 1, 000,000 BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE Per accidentX UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS - MADE EACH OCCURRENCE AGGREGATE DED RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/ MEMBER EXCLUDED? N Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N I A MWC31241800 3/1/2018 3/1/2019 X PER OTH- STATUTE ER E. L. EACH ACCIDENT 1,000,000 E. L. DISEASE - EA EMPLOYE 1,000.000 E. L. DISEASE -POLICY LIMIT 1 $1.000.000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Auto Liability: Tractors Only $1,000 Ded. Comp/Coll; $2,000 Ded. for Priv. Pass. vehicles valued over $75,000 r FRTIFIrATF wr)i nFR CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Sanford 300 N. Park Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Sanford FL 32771 USA AUTHORIZED PRESENTATIVE 1988- 2015 ACORD CORPORATION. All rights reserveo. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY = - Florida MOW STATE OF FLORIDA DEPARTMENT OF BUSINESS-,AN DAPROFESSIONAL REGULATION L.I:CE, SLNG BOARDCONSTRUCTIOMIN, THE BUILDING CO NTR'AC,OR E=E14N ISCERT IO UNDER THEiD PROVISI`O Nr OF C AJPER`489YF'LORIDA STATUTES { y "•`_• .+.:: .ram.. r.'! Y EYY/ D-A I D W EKLEY R&M, E-St" PO'N E VEDRA <. FL" 3208 LI'CENS-E~N'U'M '.ERA: CBCA154 9,84. EXPIRATI NzDAT,xAUG;U5T.31, 2018 Always verify licenses online at MyFloridaLicense.com .. L&,Do.not alter'this document in any form. r:: {"'• T This is your license. It is unlawful for anyone-otherthan the,licensee-to use this document. Legal Department David WWekley Homes May 16, 2018 RE: Signatory approval of David Weekley Homes sales contracts in the Orlando Area To whom it may concern: Please accept this letter as confirmation of authority of our Sales Managers, Project Managers and Division or Area Presidents to approve and sign David Weekley Homes Purchase Agreements and Construction Agreements, for the construction and sale of homes in the ordinary course of business, in the greater Orlando Area, namely: Shad Tome Brent Bartholomew Brannon Riley Larry Buffington Casey Dare John Woods Austin Lewis arils, i Burchfield eral Counsel Atlanta + Austin + Charleston + Charlotte + Chicago + Dallas/Ft.Worth + Denver + Greater Hilton Head Houston + Indianapolis + Jacksonville + \linneapolis/St. Paul + Nashville + Orlando + Panama City + Phoenix Raleigh 4 Salt Lake City + San Antonio 4 Sarasota 4 Tampa + Wilmington RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot8ReaganPointe7510CS Builder Name: David Weekley Homes Street: 2934 GRIPPER CIRCLE City, State, Zip: Sanford , FL , 32773 Permit Office: Permit Number: 8 3 4n"G111,0 Owner: 'p{ } Jurisdiction: 691500 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (2872.9 sqft.) R a InsuIatio aAFre 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1413.00 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1430.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1387.00 ft2 6. Conditioned floor area above grade (ft2) 2188 b. Knee Wall (Vented) R=19.0 43.00 ft2 c. R= ft2 Conditioned floor area below grade (ft2) 0 11. Duuctct s R ft2 7. Windows(340.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 437.6 a. U-Factor: Dbl, U=0.34 273.80 ft2 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 66.67 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.43 a. Central Unit 40.0 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 41.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 3.182 ft. Area Weighted Average SHGC: 0.325 14. Hot water systems a. Electric Cap: 40 gallons 8. Floor Types (2174.0 sqft.) Insulation Area EF: 0.940 a. Slab -On -Grade Edge Insulation R=0.0 917.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 787.00 ft2 None c. other (see details) R= 470.00 ft2 15. Credits Pstat Glass/Floor Area: 0.156 Total Proposed Modified Loads: 72.68 PASS Total Baseline Loads: 72.55 1 hereby certify that the plans and specifications covered by Review of the plans and O1,T11E ST,gl this calculation are in compliance with the Florida Energy specifications covered by this indicatesCode. calculation compliance 6. .; with the Florida Energy Code. rnu; ;.'';•°;,.°„ PREPARED BY: Before construction is completedp DATE: 7/3/18 this building will be inspected for compliance with Section 553.908 o n I hereby certify that this builCg,assigned, is in compliance Florida Statutes. twithCADtheFloridaEnergyCdWE OWNER/AGENT: BUILDING OFFICIAL: DATE: ( DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 7/3/2018 8:26 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 FnRM Rdn.ri-9n17 PROJECT Title: Lot8ReaganPointe7510CS Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2188 Lot # Owner Name: Total Stories: 2 Block/Subdivision: of Units: 1 Worst Case: No PlatBook: Builder Name: David Weekley Homes Rotate Angle: 0 Street: 2934 GRIPPER CIRCL Permit Office: A Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32773 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2188 19994.6 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 917 8555.6 Yes 3 0 1 Yes Yes Yes 2 2nd Floor 1271 11439 No 1 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 95 ft' 13 0.3 0 0.7 2 Floor over Garage 2nd Floor __-- ____ 375 ft' 13 0.3 0 0.7 3 Slab -On -Grade Edge Insulatio 1st Floor 118 ft 0 917 ft' 0.4 0 0.6 4 Floor Over Other Space 2nd Floor ____ ____ 787 ft' 0 0.32 0 0.68 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1551 ft' 348 ft' 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 1387 ft' N N 7/3/2018 8:26 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 38 Blown 130 ft2 0.11 Wood 2 Under Attic (Vented) 2nd Floor 38 Blown 1257 ft2 0.11 Wood 3 Knee Wall (Vented) 2nd Floor 19 Batt 43 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space R-Vqllle Et In Ft In Area RNalue Fraction AhSnr rrnr1P% 1 SW Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft2 0 0.23 0.6 0 2 SW Exterior Concrete Block - Int Insul 1st Floor 7 27 6 9 4 256.7 ft2 0 0 0.6 0 3 SE Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft2 0 0.23 0.6 0 4 SE Exterior Concrete Block - Int Insul 1st Floor 7 12 0 9 4 112.0 ft2 0 0 0.6 0 5 NE Exterior Frame - Wood 2nd Floor 19 48 6 9 0 436.5 ft2 0 0.23 0.6 0 6 NE Exterior Concrete Block - Int Insul 1st Floor 7 38 6 9 4 359.3 ft2 0 0 0.6 0 7 NW Exterior Frame - Wood 2nd Floor 19 30 0 9 0 270.0 ft2 0 0.23 0.6 0 8 NW Exterior Concrete Block - Int Insul 1st Floor 7 20 0 9 4 186.7 ft2 0 0 0.6 0 9 Garage Frame - Wood 1st Floor 13 38 5 9 4 358.6 ft2 0 0.23 0.01 0 10 NE Exterior Concrete Block - Int Insul 1st Floor 7 10 . 9 4 93.3 ft2 0 0.6 0 11 NW Exterior Concrete Block - Int Insul 1st Floor 7 10 9 4 93.3 ft2 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE Insulated 1st Floor None 25 3 8 24 ft2 2 Wood 1st Floor None 25 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SW 1 Vinyl Low-E Double Yes 0.34 0.3 N 12.0 ft2 1 ft 4 in 1 ft 2 in None Exterior 5 2 SW 1 Vinyl Low-E Double Yes 0.34 0.3 N 20.0 ft2 1 ft 4 in 1 ft 2 in Drapes/blinds Exterior 5 3 SW 2 Vinyl Low-E Double Yes 0.34 0.3 N 24.0 ft2 1 ft 4 in 11 ft 2 in None Exterior 5 4 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 36.0 ft2 1 ft 4 in 4 ft 0 in Drapes/blinds Exterior 5 5 SE 3 Vinyl Low-E Double Yes 0.34 0.3 N 15.5 ft2 1 ft 4 in 4 ft 0 in Drapes/blinds Exterior 5 6 NE 5 Vinyl Low-E Double Yes 0.34 0.3 N 31.0 ft2 1 ft 4 in 1 ft 2 in None Exterior 5 7 NE 10 Vinyl Low-E Double Yes 0.34 0.3 N 17.8 ft2 15 ft 4 in 1 ft 8 in None None 8 NE 6 Vinyl Low-E Double Yes 0.34 0.3 N 16.2 ft2 1 ft 4 in 11 ft 2 in Drapes/blinds Exterior 5 9 NW 7 Vinyl Low-E Double Yes 0.34 0.3 N 41.3 ft2 1 ft 4 in 1 ft 2 in Drapes/blinds Exterior 5 10 NW 8 Vinyl Low-E Double Yes 0.34 0.3 N 54.0 ft2 1 ft 4 in 11 ft 2 in Drapes/blinds Exterior 5 11 NW 11 Vinyl Low-E Double Yes 0.55 0.43 N 66.7 ft2 6 ft 6 in 0 ft 1 in None Exterior 5 12 SE 4 Vinyl Low-E Double Yes 0.34 0.3 N 6.0 ft2 7 ft 4 in 0 ft 2 in Drapes/blinds Exterior 5 7/3/2018 8:26 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 375 ft2 375 ft2 64 ft 9.1 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000406 2332.7 128.06 240.84 .3653 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.2 41 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 40 kBtu/hr cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 40 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS V # Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 437.6 ft Attic 109.4 ft Default Leakage 2nd Floor (Default) (Default) 1 1 7/3/2018 8:26 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 i3o7 iTF-.ZUiRW,IIIVi TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling[` j Jan Heatinlxl Jan Feb Feb Mar Mar A r Apr I Ma Jun May XjJun Jul rjJul AuE jXjAu X Se Sep Oct Oct Nov Nov Dec Dec Ventin [ ] Jan Feb X Mar lX A r May Jun Jul Aug Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 52 0 0 0 1 - Electric Heat Pump 1 - Central Unit 7/ 3/2018 8:26 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 100 The lower the EnergyPerformance Index, the more efficient the home. 2934 G TIPPER CIRCLE, Sanford, FL, 32773 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 1413.00 ft2 b. Concrete Block - Int Insul, Exterior R=7.0 1101.30 ft 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=13.0 358.56 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=38.0 1387.00 ft2 6. Conditioned floor area (ft2) 2188 b. Knee Wall (Vented) R=19.0 43.00 ft2 7. Windows" Description Area c. R= ft2 a. U-Factor: Dbl, U=0.34 273.80 ft2 11. Duuctct s a. Sup: Attic, Ret: Attic, AH: 2nd Floor R ft 2 6 437.6 SHGC: SHGC=0.30 b. U-Factor: Dbl, U=0.55 66.67 ft2 SHGC: SHGC=0.43 12. Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a. Central Unit 40.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 41.0 HSPF:8.20 Area Weighted Average Overhang Depth: 3.182 ft. Area Weighted Average SHGC: 0.325 8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 917.00 ft2EF: a. Electric 0.94 b. Floor Over Other Space R=0.0 787.00 ft2 c. other (see details) R= 470.00 ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building STgPConstructionthroughtheabovergysavingfeatureswhich in this home before final insp ction. herwise, a new EPL Display will be installed (or exceeded) Card will be completed y 3,°' based on installed Code co pliant fe tures. Builder Signature: Date: x n e Address of New Home: 2-q 3 u C., gyp t2 Ce C L City/FL Zip:r'1' CpD hrE 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. 7/3/2018 8:26 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 LoM EL_AIR Manual S Compliance Report Job: 7/2/18 aganPointe7510CS p p Date: 7/2/18 HUMB C0Nwrto m Entire House By: JA DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Project • • For: David Weekley Homes 2934 GRIPPER CIRCLE, SANFORD, FL 32773 Cooling Equipment Design Conditions Outdoor design DB: 92.5°F Sensible gain: 30765 Btuh Outdoor design WB: 76.2°F Latent gain: 5488 Btuh Indoor design DB: 75.0°F Total gain: 36253 Btuh Indoor RH: 50% Estimated airflow: 1333 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Sensible capacity: 31389 Btuh 1020/. of load Latent capacity: 7210 Btuh 131% of load Total capacity: 38599 Btuh 106% of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 42.3°F Heat loss: 25449 Btuh Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Carrier Model: CH14NBO420000AO+FB4CNP042L Actual airflow: 1333 cfm Output capacity: 38698 Btuh 1520/. of load Supplemental heat required: 0 Btuh Meets all requirements of ACCA Manual S. Entering coil DB: 76.6°F Entering coil WB: 63.6°F Entering coil DB: 68.5°F Capacity balance: 31 OF Economic balance: -99 OF W rightsoft, 2018-Jul-03 08:29:21 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 l8ReaganPointe7510CS\Lot8ReaganPointe7510CS.rup Calc = MJ8 House faces: SE 1®L_0 Component Constructionsp xE MIG. - AM COMMKIM111. Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot8ReaganPointe7510CS Date: 7/2/18 By: JA proje6tInformation For: David Weekley Homes 2934 GRIPPER CIRCLE, SANFOR D, FL 32773 i - • n; Conditio Location: Indoor: Heating Cooling Orlando/ Jetport, FL, US Indoor temperature (OF) 70 75 Elevation: 105 ft Design TD (OF) 28 18 Latitude: 28ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 0.8 45.8 Dry bulb (OF) 42 93 Infiltration: Daily range (OF) 16 ( M) Method Simplified Wet bulb (OF) 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BNh/ft-F ft'-°FBtuh BtuhW Btu Btu hM Btu Walls 12E- Osw Frm wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" ne 406 0.064 19.0 1.77 719 1.65 671 gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud: 12E-Osw Frm se 218 0.064 19.0 1.77 387 1.65 361 wall, stucco ext, 3/8" wood shth, r-19 cav ins, 1/2" gypsum board int sw 405 0.064 19.0 1.77 717 1.65 669 fnsh, 2"x6" wood frm, 16" o.c. stud nw 228 0.064 19.0 1.77 405 1.65 378 all 1257 0.064 19.0 1.77 2228 1.65 2079 13A- 7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" gypsum board ne 419 0.167 7.0 4.63 1936 4.32 1807 int fnsh: 13A-7ocs Blk wall, stucco ext, r-5 ext bd ins, 8" thk, 1/2" se 82 0.167 7.0 4.63 379 4.32 354 gypsum board int fnsh sw 233 0.167 7.0 4.63 1076 4.32 1004 nw 159 0.167 7.0 4.63 737 4.32 687 all 892 0.167 7.0 4.63 4128 4.32 3852 166- 19ad: Knee wall, asphalt shingles roof mat, r-19 kw ins, 1/2" se 43 0.049 19.0 1.36 58 2.66 115 gypsum board int fnsh Partitions 12C- Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" 341 0.096 19.0 2.66 906 1.53 522 wood frm, 16" o.c. stud: 12C-Osw Frm wall, r-13 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud Windows 2B- 2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 31 0.340 0 9.42 292 26.4 819 1/ 8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (5.17 ft window ht, 1.17 ft sep.); 6.67 ft head ht 10C- v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 18 0.340 0 9.42 167 18.5 329 1/ 8" thk; NFRC rated (SHGC=0.30); 15.33 ft overhang (6.67 ft window ht, 1.67 ft sep.); 6.67 ft head ht 2A- 2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, ne 16 0.340 0 9.42 152 22.3 362 1/ 8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang ( 5.25 ft window ht, 11.17 ft sep.); 6.67 ft head ht 2A- 2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 16 0.340 0 9.42 147 22.9 358 1/ 8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang ( 5.2 ft window ht, 4 ft sep.); 6.67 ft head ht ti wrightsoft- 2018-Jul-03 08:29:21 A Right - Suite® Universal 2018 18.0.13 RSU24011 Page 1 AC0.. t8ReaganPointe7510CS\Lot8ReaganPointe7510CS.rup Calc = MJ8 House faces: SE 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 36 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 4 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, se 6 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 7.33 ft overhang (3 ft window ht, 0.17 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 12 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 20 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (4 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2B-2fv: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, sw 24 0.340 1/8" thk; NFRC rated (SHGC=0.30); 1.33 ft overhang (4 ft window ht, 11.17 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 42 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (5.2 ft window ht, 1.17 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, cir outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, nw 54 0.340 1/8" thk; NFRC rated (SHGC=0.30); 50% drapes, medium; 1.33 ft overhang (6 ft window ht, 11.17 ft sep.); 6.67 ft head ht 2A-2ovd: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" nw 67 0.550 gap, 1/8" thk; NFRC rated (SHGC=0.43); 6.67 ft overhang (6.67 ft window ht, 1.67 ft sep.); 6.67 ft head ht Doors 11JO: Door, mtl fbrgl type se 24 0.600 11 DO: Door, wd sc type n 18 0.390 Ceilings 166-38ad:Attic ceiling, asphalt shingles roof mat, r-38 ceil ins, 1/2" 1390 0.026 gypsum board int fnsh Floors 20P-19c: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-19 cav ins, amb 95 0.050 ovr 20P-19t: Flr floor, frm flr, 12" thkns, r-19 cav ins, gar ovr 378 0.050 22A-tpl: Bg floor, light dry soil, on grade depth 118 0.989 wrightsoft. Right -Suite® Universal 2018 18.0.13 RSU24011 t8ReaganPointe7510CS\Lot8ReaganPointe7510CS.rup Calc = MJ8 House faces: SE 0 9.42 339 22.9 826 0 9.42 57 10.4 63 0 9.42 113 23.1 278 0 9.42 188 19.8 396 0 9.42 226 26.8 644 0 9.42 392 22.3 929 0 9.42 509 22.3 1206 0 15.2 1016 39.0 2597 6.3 16.6 399 18.5 444 0 10.8 192 12.0 214 38.0 0.72 1001 1.41 1965 19.0 1.39 131 0.72 68 19.0 1.39 523 0.72 271 0 27.4 3233 0 0 2018-Jul-03 08:29:21 Page 2 wDEL_A'R Project Summary xMMG•a1nCOMM M13 Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW,DEL-AIR.COM For: David Weekley Homes 2934 GRIPPER CIRCLE, SANFORD, FL 32773 Notes: March 16, 2018 RH L.S. 5-1-18 EM 5/30/18 JA Design Information Weather: Orlando/Jetport, FL, US Job: Lot8ReaganPointe7510CS Date: 7/2/18 By: JA Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 28 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 46 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 20769 Btuh Structure 25286 Btuh Ducts 3162 Btuh Ducts 4520 Btuh Central vent (50 cfm) 1518 Btuh Central vent (50 cfm) 959 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25449 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 30765 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3088 Btuh Ducts 849 Btuh Central vent (50 cfm) 1550 Btuh Heating Cooling Outside air Area (ft2) 2188 2188 Equipment latent load 5488 Btuh Volume (ft3) 21080 21080 Air changes/hour 0.41 0.21 Equipment Total Load (Sen+Lat) 36253 Btuh Equiv. AVF (cfm) 144 74 Req. total capacity at 0.75 SHR 3.4 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0420000A0 Cond CH14NB0420000A0 AHRI ref 9162578 Coil FB4CNP042L AHRI ref 9162578 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 30000 Btuh Heating output 41000 Btuh @ 47°F Latent cooling 10000 Btuh Temperature rise 28 OF Total cooling 40000 Btuh Actual air flow 1333 cfm Actual air flow 1333 cfm Air flow factor 0.056 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 31 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofC' 2018-Jul-03 08:29:21 4CCP. . - m Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 t8ReaganPointe7510CS\Lot8Reagan Pointe7510CS.rup Calc = MJ8 House faces: SE i DEL -AIR Right-JO Worksheet M`° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone:407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot8ReaganPointe7510CS Date: 7/2/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 275.0 ft 9.1 ft 2308.5 ft2 family 30.5 ft 9.3 ft heat/cool 1.0 x 241.5 ft 241.5 ft2 Ty Construction number U-value Btuh/ftz °F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 G 12E-Osw Frm wall, st 26 2fv 13A-7ocs Blk wall, s 10C-v 2A-2ov 0.064 0.340 0.167 0.340 0.340 ne ne_ ne ne ne 1.77 9_42 4.63 9.42 9.42 1.65 26._41 4.32 18.49 22.34 437 31 453 18 16 406 0 719 292 671 819 1807 329 362 0 0 0 0 0 0- 0 0- 665' 0', 0 419 0 0 1936 167 152 154 0 0 154 0 0 712 0 0 l--G 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0.064 0.340 0.340 se se se 1.77 9.42 9.42 1.65 22.93 22.93 270 16 36 218 0 0 387 147 339 361 358 826 0 0 0 0 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 2B-2fv 11J0 _ 16B_19ad 12E-0sw Frm wall, st 2A-20v 2A-2ov 0.167 0.340 0_600 0.049 0.064 0.340 0.340 se se se se_ sw sw sw 4.63 9.42 16.62 1, 6, 1.77 9.42 9.42 4.32 10.43 18.51 2:66 1.65 23.15 19.79 112 6 24 433 437 12 20 82 12 24 43 379 57 399 354 63 444 0 0 0_ 0 0 0 0 0 0 0 0 0D_ W 58 717 113 188 115. 669 278 396 0 0 0 0 0 0. 0, G 405 6 10 0 0 0 0 0 0 0 0 0 W I-G 13A-7ocs Blk wall, s 2B 22fv_ 0.167 O,W 0.064 0.340 sw sw nw nw 4.63 42 1.77 9.42 4.32 2682 1.65 22.34 257 24 270 42 233 0 1076 2-26 405 392 1004 644 378 929 0 0 0 0. 0 0, 0 0 0 0 12E-Osw Frm wall, st 228 0 0 0 0 0 0 0 P L--D 2A-2ov 13A-7ocs Blk wall, s 2A-2ov 2A_2ov_d_._ 12C-Osw Frm wall, r- 11 DO 0.167 0.340 0_ 590 0.096 0.390 nw nw rnv_ n 4.63 9.42 15>24 2.66 10_80 4.32 22.34 36 95 1.53 12_03 280 54 67 159 0 0 737 509 1016 687 1206 2597 131 0 67 64 0 0 296 0 1016 0 0 276 0 2597 0 0 358 18 341 18 906 192 522 214 0 0 0 0 C___. 166_38ad_ _ 0.026 0.72 1.41, 1390 1390 1001 1965 0 0 0 0 F 20P-19c 0.050 1.39 0.72 95 95 131 68 0 0 0 0 F _ F 20 -_-L% Q050 0.989 139 27.40 0 72 0.00 378 918 378 118 523 3233 271 0 0 0 836 0, 022A-tpl 0 242 31 6 c) AED excursion 1618 764 Envelope loss/gain 16396 19951 2859 4302 12 a) Infiltration b) Room ventilation 4372 0 1415 0 487 0 157 0 13 Internal gains: Occupants @ 230 Appliances/other 4 920 3000 2 460 600 Subtotal (lines 6 to 13) 20769 25286 3346 5519 14 15 Less external load Less transfer Redistribution Subtotal Ductloads 15% 18/ 0 0 0 20769 3162 0 0 0 25286 4520 10% 1()O/.l 0 0 0 3346 3351 Oi 0 0 5519 552 Total room load Air required (cfm) 23931 1333 29806 1333 3680 205 6071 272 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. FW wrla"tsoft- 2018-Jul-03 08:29:21 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 t8ReaganPointe751OCS\Lot8Reagan Pointe751OCS.rup Calc = MJ8 House faces: SE DEL AIR Right-J® Worksheet E°'=-AM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotBReaganPointe7510CS Date: 7/2/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area dining 34.0 it 9.3 It heat/cool 1.0 x 193.0 It 193.0 ft2 kitchen 37.5 it 9.3 It heat/cool 1.0 x 444.8 it 444.8 ft2 Ty Construction number U-value Btuh/f12-0F) Or HTM BtutVft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12E-Osw Frm wall, st 2f3_-2 \V __--- 13A-7ocs Blk wall, s 1OC-v 2A-2ov 0.064 0..340 0.167 0.340 0.340 ne ne-__ ne ne ne 1.77 9.42 4.63 9.42 9.42 1.66 26.41. 4.32 18.49 22.34 0 0 51 18 0 0 0 34 0 0 0 0 155 167 0 0 0 145 329 0 0 0 191 0 16 0 0 175 0 0 0 0. 810 0 152 0 Q 756 0 362 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0.064 0.340 0.340 se se se 1.77 9.42 9.42 1.65 22.93 22.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 2B-2fv 11 JO 1 12E-Osw Frm wall, si 2A-2ov 2A-2ov O. t67 0.340 0_600 se se se 4.63 9.42 16_62 1.77 9.42 9.42 4.32 10.43 18_51 0 0 0 0 0 0 0 0 0 0 0 0 51 0 24 27 0 24 126 0 399 118 0 444D W _ G L-G 0.064 0.340 0.340 sw sw sw 1.65 23.15 19.79 0 0 0 0. 0 0 0 0 0 0 0_ 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yJ t--G 13A-7ocs Blk wall, s 12E-Osw Frm wall, st 0.167 0.064 0.340 sw nw nw 4.63 1.77 9.42 4.32 1.65 2.2.34 117 24 6 0 93 0 0 0_ 429 226 0 0 000 644 0 0_ 107 0 0 0 107 0 496 0 463 0 0 0 0 0 0 02A-2ov 13A-7ocs Blk wall, s 2A-2ov 12C-Osw Frm wall, r- 11 DO 166-36ad _ 20P-19c 0.167 0.340 0.096 0.390 nw nw n 4.63 9.42 15.24 2.66 10.80 4.32 22.34 95 1.53 12.03 1 41 0.72 149 54 0 0 0 0 95 0 0 0 441 509 0 0 411 1206 0 0 0 0 0 0 0 0 0, 0 0 0_ P L-D 0 0 358 18 341 18 906 192 0 0 522 214 0 C F 0_026 0.050 072, 1.39 0 0 Q 0 0 0 Q 0 0 0 F _ 20P_19t_ 0_O50 0.989 1.39 27.40 0-.72 0.00 0 193 0 34 0 931 0. 0 0 445 0 38 0_ 1027 0 0 6 c) AED excursion 539 187 Envelope loss/gain 2858 3674 4109 2691 12 a) Infiltration b) Room ventilation 542 0 176 0 598 0 194 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 0 0 0 1200 Subtotal (lines 6 to 13) 3400 4080 4707 4085 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 110% 10%1 0 0 0 3400 340 0 0 0 4080 408 101/ 10% 0 0 0 4707 471 0 0 0 4085 408 Total room load Air required (cfm) 37401 2081 4488 2011 5178 2881 4493 201 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. qjjwrlghtsof[' 2018-Jul-03 08:29:21 cam Right -Suite® Universal 2018 18.0.13 RSU24011 Page 2 l8ReaganPointe7510CS\ Lot8ReaganPointe7510CS.rup Calc = MJ8 House faces: SE j DEL -AIR Right-M Worksheet HEaM'°"`°"°"'°'° Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone:407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: LoMeaganPointe7510CS Date: 7/2/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area pwdr 16.0 ft 9.3 ft heat/cool 6.5 x 6.0 ft 39.0 ftz mstr bth 23.0 ft 9.0 ft heat/cool 1.0 x 134.0 ft 134.0 ftz Ty Construction number U-value Btuh/ftz °F) Or HTM 13tuh/ft2) Area (ftz) or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 L_G12E-Osw Frm wall, st 213L 13A-7ocs Blk wall, s 10C-v 2A-2ov 0.064 0,340 0.167 0.340 0.340 ne ne_ ne ne ne 1.77 9_42. 4.63 9.42 9.42 1.65 26.41, 4.32 18.49 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 56 0 0 56 0 0 259 0 0 242 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0.064 0.340 0.340 se se se 1.77 9.42 9.42 1.65 22.93 22.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-7ocs Blk wall, s 213-2fv 11J0 0.167 0.340 0_600 se se se 4.63 9.42 16_62 4.32 10.43 18_81 61 6 0 55 6 0 253 57 0 236 63 0 0 0 0 0 0 0 0 0 0 0 0 0 W_ j C 1.66_19ad_ 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0.049 0.064 0.340 0.340 se_ sw sw sw 1.361.77 9.42 9.42 2:66 1.65 23.15 19.79 0 0 0 0 0 0 V_0 99 12 0 0 87 3 0 0- 154 113 0 0 144 278 0 0 0 0_ 0 0 0 0 0 0 0 W I_ 13A-7ocs Blk wall, s 2B-2fp 0.167 0,340, 0.064 0.340 sw sw nw nw 4.63 9 42 1.77 9.42 4.32 0 - 1.65 22.34 33 0 33 0 0 151 0 141 0 0 0 0 0 0 0, 191 0 0 0, 179 0 12E-Osw Frm wall, st 0 0 0 0 0 0 108 0 108 02A-2ov csBk1TA-7owall, s 2A- 2ov 2A- 2ovd C T7 0. 340 0_ 550 0. 096 0. 390 rnv nw nw 4. 63 9. 42 15. 24 2. 66 10. 80 4. 32 22. 34 36_ 95 1. 53 12. 03 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ PI - L- IJ_ 12C- Osw Frm wall, r- 11DO n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C F 16636ad 0. 050 0. 72 J,.41 0 0 0 0 0 0 134 0 134 97 189 20P- 19c 1.39 0.72 0 0 0 0 0 F F 20P_ 19t _ 22A- tpl 0. 050 0. 989 1 3927. 40 0. 72 0. 00 0 39 0 16 0 438 0 0 0 0 0 0 0 0 0 0 6 c) AED excursion 51 73 Envelope loss/gain 1158 6311 555 862 12 a) Infiltration b) Room ventilation 255 0 83 0 354 0 115 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 1413 713 909 977 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 10% 10% 0 0 0 1413 141 0 0 0 713 71 241 281/6 0 0 0 909 216 0 0 0 977 276 Total room load Air required (cfm) 1554 871 784 35 1125 631 1253 56 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed 0-- 2018-Jul-03 08:29:21 Right - Suite® Universal 2018 18.0.13 RSU24011 Page 3 t8ReaganPointe7510CS\ Lot8ReaganPointe7510CS.rup Calc = MJ8 House faces: SE DEL --AIR Right-J® Worksheet FMOM-AM Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: Lot8Reaganftnte751OCS Date: 7/2/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr we 4.0 ft 9.0 ft heat/cool 4.0 x 6.0 ft 24.0 f12 mstr rm 30.0 ft 9.0 It heat/cool 1.0 x 237.5 ft 237.5 ftz Ty Construction number U-value Btuh/fl2 °F) Or HTM Btuh/ft2) Area (ftz) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 G ti13A- 7ocs 12E-Osw Frm wall, st 26-4v - --- - - - Blk wall, s 10C-v 2A-2ov 0.064 0 :340 0.167 0.340 0.340 ne ne_. ne ne ne 1.77 9.42 4.63 9.42 9.42 1.65 26.41. 4.32 18.49 22.34 0 Q 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 144 0 0 0 0 144 0 0 0 0 255 D. 0 0 0 238 0. 0 0 0 y/ 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0.064 0.340 0.340 0.167 0.340 0.600 se se se se se se 1.77 9.42 9.42 4.63 9.42 16.62- 1.36. 1.77 9.42 9.42 1.65 22.93 22.93 4.32 10.43 18.51 2.66 1.65 23.15 19.79 0 0 0 0 0 0 0 0 0 0-- 0 0 0 0 0 0 Q 0 0 0 0! 0 0 0 0 0, 0 0 0 0 0 0 0 0- 0 0 0 0 0_._ 0 0 0 0 0 0-- 0 0 0I-GG L-Gp 13A-7ocs dIk wall, s 2B-2fv 11J0 0 0 0 0 0 0 v I--( G 1-66 19ad - - -- 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0049. 0.064 0.340 0.340 se_ sw sw sw 0 Q 0 0 0 0. 0 0 0 0 0 0 58. 0 0 0 115. 0 0 0 0 0 0 yJ C' 13A-7ocs 9-IF-walls- 2B-2fv_-- 12E-Osw Frm wall, st 2A-2ov 13A-7ocs Blk wall, s 2A-2ov 7A-2ovd____ . 12C-Osw Frm wall, r- 11 DO 0_026 20P-19c 0.167 0.34Q 0.064 0.340 0.167 0.340 0_550 0.096 0.390 0.050 sw 4.63 9.42 1.77 9.42 4.63 9.42 1524 2.66 10.80 0.72 1.39 4.32 26:82 1.65 22.34 4.32 22.34 38.95 1.53 1203. jAt 0.72 0 Q 0 0 36 0 0 0 0 64 0 0 0 60 0 0 126 42 0 0 84 0 0 Q 150 3_92 0 0 140 929 sw nw nw nw nw nw n 36 0 0 0 Q 0 0 6 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0t-- - P L-D 0 0 0 0 0 0 0 0 F 24 0 24-----__-17 0 0 34236 0 77 236 77 171 107 55 F---_20P 19t--._---- F 22A ipl--_--_-- 0.050`- 0.989 1,3.9 27.40 0.72 0.00 0 0 0 0 0 0 0 0 0 0- 0.--- 00 6 c) AED excursion 8 311 Envelope loss/gain 81 86 1133 2124 12 a) Infiltration b) Room ventilation 62 0 20 0 535 0 173 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 1 230 600 Subtotal (lines 6 to 13) 143 106 1668 3127 14 Less external load Less transfer Redistribution Subtotal Duct loads 24 % 28916 0 0 0 143 34 0 0 0 106 30 24% 28 % 0 0 0 1668 396 0 0 0 3127 884 r15 Total room load Air required (cfm) 177 101 136 61 2064 115 4011 179 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rd- wrlgFitsoft' 2018-Jul-0308:29:21 4C GA •,-"_ - Right -Suite® Universal 2018 18.0.13 RSU24011 Page 4 t8ReaganPoint e751OCS\Lot8ReaganPointe7510CS.rup Calc = MJ8 House faces: SE I DEL --AIR Right-JO Worksheet HER= -AMMO`"°= Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone: 407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot8ReaganPointe751OCS Date: 7/2/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area mstr wic 5.0 ft 9.0 If heat/cool 1.0 x 98.0 ft 98.0 ft' util 6.5 ft 9.0 ft heat/cool 8.5 x 6.5 ft 55.3 ft2 Ty Construction number U-value Btuh/fiz °F) Or HTM Btuh/ftz) Area (ftz) or perimeter (ft) Load Btuh) Area (ftg or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 G- Wj G 12E-Osw Frm wall, st 26_2fv_____ 13A-7ocs Blk wall, s 10C-v 2A-2ov 0.064 0,340 0.167 0.340 0.340 ne ne_ ne ne ne 1.77 9.42, 4.63 9.42 9.42 1.65 26._41. 4.32 18.49 2234 0 0 0 0 0 0, 0 0 59 59 104 0, 97 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 yJ 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0.064 0.340 0.340 se se se 1.77 9.42 9.42 1.65 22.93 22.93 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 011-_GG j C l-D 13A-7ocs Blk wall, s 26-2fv 11J0 168_19ad. 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0.167 0.340 0.600 0949 0.064 0.340 0.340 se se se se_ sw sw sw 4.63 9.42 16_62 1.36 1.77 9.42 9.42 4.32 10.43 18_51 2,66 1.65 23.15 19.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W _ I-G L-G 0 45 0 0 0 45 0 0 9 80 0 0 0 74 0 0 00 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 VV t;fG, P L-D 13A-7ocs Blk wall, s 26 2fv 12E-Osw Frm wall, st 2A_2ov 13A-7ocs Blk wall, s 2A-2ov 2A 2ovd 12C-Osw Frm wall, r- 11DO 0.167 0.064 0.340 sw sw nw nw 4.63 9.42 1.77 9.442 4.32 26-82 1.65 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AO 0 0 0 0 0 0 0 0 0 0 0 0 0 0.167 0.340 0_550 0.096 0_390 nw nw rrvv 4.63 9.42 15_24 2.66 10.80 4.32 22.34 38,95 1.53 12_03 6 0 0 0 0 0 00 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0n 0 0 0 0 0 0 0 0 0 0 0 0 C` F 1.6B_38ad 20P-19c 0 026 0.050 0.72 1.4/ 98 98 0 71, 0 138 0 55 0 0 0 01.39 0.72 0 F_ F Wj 9t 22A-tpl 0Q O= 0. 989 11_ 39, 27. 40 012 0. 00 0 0 0 0 0 0 0 0_ 0 0 0 0. 0 0006 c) AED excursion 16 53 Envelope loss/gain 150 1971 1431121 12 a) Infiltration b) Room ventilation 77 0 25 0 100 0 32 0 13 Internal gains: Occupants @ 230 Appliances/ other 0 0 0 0 0 600 Subtotal ( lines 6 to 13) 227 222 244 754i 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24 % 281/ 0 0 0 227 54 0 0 0 222 63 24 % 28% 0 0 0 244 58 O 0 0 754 213 Total room load Air required (cfm) 281 161 285 131 301 17 967 43 Calculations aDDroved by ACCA to meet all requirements of Manual J 8th Ed 44- wrightsoP!' 2018-Jul-03 08:29:21 Right - Suite® Universal 2018 18.0.13 RSU24011 Page 5 ACCK .. 18ReaganPointe7510CS\Lol8ReaganPointe7510CS.rup Calc = MJ8 House faces: SE EL--AIR Right-JO Worksheet Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax:407-333-3853 Web: WWW.DEL-AIR.COM Job: Lot8ReaganPointe751OCS Date: 7/2/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bdrm 2 14.0 it 9.0 it heat/cool 1.0 x 170.8 it 170.8 ft2 bth 2 0 it 9.0 it heat/cool 10.0 x 5.5 it 55.0 f12 Ty Construction number U-value BtuWftz-OF) Or HTM Btuh/ft2) Area (ftq or perimeter (it) Load Btuh) Area (fig or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 1?/ 12E-Osw Frm wall, st 2B.-2fv - --- -- 13A-7ocs Blk wall, s 10C-v 2A-2ov 0.064 O.340 0.167 0.340 0.340 ne ne_ ne ne ne 1.77 9.42 4.63 9.42 9.42 1.65 26.41, 4.32 18.49 22.34 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0, 0 0 0_ 0 0. 0 0 0 0 0. 0 0 0 V J - 12E-Osw Frm wall, st 2A-2ov 2A-2ov 13A-7ocs Blk wall, s 2B-2fv 11,10 _-_-_ 16&19ad --- - 12E-Osw Frm wall, st 2A-2ov 2A-2ov 13A-7ocs Blk wall, s 26.2fy. - -- - 12E-Osw Frm wall, st 2A-2ov 13A-7ocs Blk wall, s_ 2A-2ov 12C-Osw Frm wall, r- 11 DO --__ 166-38ad - 3 ---- 20P-19c _ _ 20_P-19t_ 0.064 0.340 0.340 0.167 0.340 0_600 0:049 0.064 0.340 0.340 0.167 0340 0.064 0.340 se se se se se se Se- sw sw sw sw - sw . nw nw 1.77 9.42 9.42 4.63 9.42 16_62 1: 3Q 1.77 9.42 9.42 4.63 9.42, 1.77 9.42 1.65 22.93 22.93 4.32 10.43 18_51 2.66 1.65 23.15 19.79 4.32 26.82 1.65 22.34 4.32 22.34 38.95 1.53 12_03 1.41 0.72 0.00 0 0 00 0 0 0 0 126 0 20 0 0 0 0 0 0 0 0 0 0 106 0 5 0 0 0 0 0 0 0 0 0 0 0-- 188 0 188 0 0 0 0 0 0 0 0 0 0 0 175 0 396 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I!-GG 0 0 0 0 0 0 0 0 0 0D W- -- j F -C L- 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 V! I--G 0 0 0 0 0 0 0 0 0 0 0 0 0 0.167 0.340 0.096 0.390 0.026 0.050 0.989 nw nw nv. n - 4.63 9.42 15- 2.66 10_80 0.72 0 0 0 0 0 171 0 0 0 0 0 0 171 0 0 0 0 0 0 123 0__ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P C -- F F - 241 0-- 55 0 55 0 40 0 78 01.39 27.40 0 6 c) AED excursion 131 8 Envelope loss/gain 592 991 112 108 12 a) Infiltration b) Room ventilation 215 0 70 0 0 01 0 0 13 Intemal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 807 1061 112 108 14 151 Less external load Less transfer Redistribution Subtotal Duct loads 1 24% 28 % 0 0 0 807 192 0 0 0 1061 300 24 % 28 % 0 0 0 112 27 0 0 0 108 30 Total room load Air required (cfm) 999 56 1361 61 139 8 138 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-Jul-03 08:29:21 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 6 l8ReaganPointe7510CS\Lol8ReaganPointe7510CS.rup Calc = MJ8 House faces: SE StQEL--AIR Right-JO Worksheet A Entire House DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407.333-3853 Web: WWW.DEL-AIR.COM Job: LoMeaganPoinl:0510CS Date: 7/2/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bdrm 2 wic 3.0 ft 9.0 It heat/cool 8.5 x 3.0 If 25.5 ft2 retreat 41.0 It 9.0 ft heat/cool 1.0 x 368.3 ft 368.3 fiz Ty Construction number U-value Btuh/fl -°F) Or HTM BtulVftz) Area (ft2) or perimeter (ft) Load Btuh) Area (ftq or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 yy// GGG 12E-Osw Frm wall, st 26-2fv 13A-7ocs Blk wall, s 10C-v 2A-2ov 0.064 0,340 0.167 0.340 0.340 ne ne_ ne ne ne 1.77 42 4.63 9.42 9.42 1.65 26.41, 4.32 18.49 22.34 0 0 0 0 0 0 0 234 203 0 360 292 0 0 0 336 81.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 0 0 0 0 0 0 1 C 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0.064 0.340 0.340 se se se 1.77 9.42 9.42 1.65 22.93 22.93 0 0 0 0 0 0 0 0 0 0 0 0 104 16 0 88 0 0 156 147 0 145 358 0G C D 13A-7ocs Blk wall, s 2B-2fv 11J0 0.167 0.340 0_600 se se se_ 4. 33 9.42 16_62 4.32 10.43 18_51 0 0 0 0 0 0_ 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W _ j C G 166_19ad____ 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0:049 0.064 0.340 0.340 se_ sw sw sw 1.36, 1.77 9.42 9.42 2.66 1.65 23.15 19.79 0 27 0 0 0 27 0 0 48 0 0 45 0 0 32 0 0 32 0 0 0. 56 0 0 0' 52 0 0 T-C, 13A-7ocs Blk wall, s 2B-2fv_-____ 12E-Osw Frm wall, st 2A-2ov 0.167 0_340 0.064 0_340 sw sw nw nw 4.63 9.42 1.77 9.42 4.63 9.42 1524 2.66 10.80 4.32 2"2 1.65 22.34 4.32 22.34 W9.5 1.53 12.03 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 Vf/ G 0 0 0 0 0_ 0 0 13A-7ocs Blk wall, s 2A-2ov 2A-2ovd 12C-Osw Frm wall, r- 11 DO 0.167 0.340 0 550 0.096 0.390 nw nw m n 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 PI _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 166-38ad 0026 0.050 0.72 1.41- 26 26 0 18 36_ 368 368 265 520 13F20P-19c 1.39 0.72 0 0 0 18 18 24 F 20P 19t 22A-ipl 0..050 0.989 1:39. 27.40 0,72 0.00 2.6 0 26 0 35 18 17 17 24 1_2 F 0 0 0 0 0 0 6 c) AED excursion 8 78 Envelope loss/gain 102 91 1323 2177 12 a) Infiltration b) Room ventilation 46 0 15 0 631 0 204 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 148 106 1954 2381 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24 % 28 % 0 0 0 148 35 0 0 0 106 30 249/6 28% 0 0 0 1954 464 0 0 0 2381 673 Total room load Air required (cfm) 183 10 136 61 2418 135 3054 137 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtlgF tsoft' 2018-Jul-0308:29:21 4C A Right -Suite® Universal 2018 18.0.13 RSU24011 Page 7 t8ReaganPointe7510CS\Lot8ReaganPointe7510CS.rup Calc = MJ8 House faces: SE DEL --AIR Right-JO Worksheet M '° Entire House DEL-AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM Job: LotBReaganPointe7510CS Date: 7/2/18 By: JA 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area bdrm 3 wic 4.5 It 9.0 ft heat/cool 4.5 x 8.0 It 36.0 ftz bdrm 3 26.0 ft 9.0 ft heat/cool 1.0 x 186.0 It 186.0 ft2 Ty Construction number U-value Btuh/ft2 °F) Or HTM Btuh/ftz) Area (ftz) or perimeter (ft) Load Btuh) Area (flq or perimeter (ft) Load Stuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12E-Osw Frm wall, st M_2fv_- - - - - 13A-7ocs Blk wall, s 10C-v 2A-2ov 0.064 0 W 0.167 0.340 0.340 ne ne ne ne ne 1.77 9.42. 4.63 9.42 9.42 1.65 26:41 4.32 18.49 22.34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 12E-Osw Frm wall, st 2A-2ov. 2A-2ov 13A-7ocs Blk wall, s- 2B-2fv 11J0 0.064 0.340 0.340 se se se 1.77 9.42 9.42 1.65 22.93 22.93 41 0 0 41 0 0 0 0 72 0 0 0 0 0 67 0 0 126 0 36 90 0 0 160 0 339 149 0 826 v i--C 0.167 0.340 0_600 se se se se sw sw sw 4.63 9.42 16_62 36. 1.77 9.42 9.42 4.32 10.43 18.51 0 0 0 0 0 0 0 0 0 0 0 0 108 0 0 0 0 0 0 0 0 0 0 0p W -- 168.19ac - _ 12E-Osw Frm wall, st 2A-2ov 2A-2ov 0 049. 0.064 0.340 0.340 2,66 1.65 23.15 19.79 0 0 0 0 0 0 0 0 0 0 0 108 0 0 191 0 0 179 0 0 13A-7ocs ®Ik wall, s- 28 _2b -_ ____ _-- 12E-0sw Frm wall, st 2A-20v 0.167 0340 0.064 0.340 sw sw nw nw 4.63 9.42 1.77 9.42 4.32 26 82 1.65 22.34 0 0 6 0 0 9 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 W G 0 0 13A-7ocs Blk wall, s 2A-2ov 2A-2ovd- - ----- 12C-Osw Frm wall, r- 11DO 16B-38ad ____- 20P-19c 0.167 0.340 0.550 0.096 0.390 0,026 0.050 nw nw nw n 4.63 9.42 15.24 2.66 10.80 0.72 1.39 4.32 22.34 38,95 1.53 12.03 141, 0.72 0 0 0 0 0 36 0 0 0 0 0 0 0 0 0 0 0 26. 0 0 0 0 0 0 51 0 0 0 0 0 0 0 Q 0 0 0 0G C PI - IJ 0 0 0 0 0 0 0 0 C _ F 36 0 186. 0 186 j3A 263 00_ 0 F _ - 20P_19t - 0,050 0.969 1 39 0. 72 0.00 32 0 32 0 44 0 23 0 184 0 184 0 255 0 1322 027.40 6 c) AED excursion 11 219 Envelope loss/gain 142 130 1079 1767 12 a) Infiltration b) Room ventilation 69 0 22 0 400 0 129 0 13 Intemal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 211 152 1479 1897 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 24 % 28% 0 0 0 211 50 0 0 0 152 43 24 % 28% 0 0 0 1479 351 0 0 0 1897 536 Total room load Air required (cfm) 261 15 196 91 1830 1021 2433 109 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W 2018-Jul-03 08:29:21 i4C A Right -Suite® Universal 2018 18.0.13 RSU24011 Page 8 t8ReaganPoinle7510CS\Lot8ReaganPointe7510CS.rup Calc = MJ8 House faces: SE 2 DEL -AIR Duct System Summary Job: LotBReaganPointe7510CS xu=c - A1B cotmmmmio Date: 7/2/18 Entire House BY. A DEL -AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 Fax: 407-333-3853 Web: WWW.DEL-AIR.COM For: David Weekley Homes 2934 GRIPPER CIRCLE, SANFORD, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.172 in/100ft 1333 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.120 / 0.120 in H2O 0.172 in/100ft 1333 cfm 139 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk bdrm 2 c 1361 56 61 0.231 6.0 Ox 0 VIFx 18.8 85.0 SO bdrm 2 wic h 183 10 6 0.225 4.0 Ox 0 VIFx 21.7 85.0 SO bdrm 3 c 2433 102 109 0.221 6.0 Ox 0 VIFx 23.8 85.0 sti bdrm 3 wic h 261 15 9 0.225 4.0 Ox 0 VIFx 21.5 85.0 st1 bth 2 h 139 8 6 0.244 4.0 Ox 0 VIFx 13.2 85.0 st1 dining h 3740 208 201 0.183 8.0 Ox 0 VIFx 35.9 95.0 st2 family c 6071 205 272 0.184 10.0 Ox 0 VIFx 35.8 95.0 st2 kitchen h 5178 288 201 0.195 9.0 Ox 0 VIFx 28.1 95.0 st2 mstr bth h 1125 63 56 0.183 5.0 Ox 0 VIFx 30.9 100.0 st3 mstr rm c 4011 115 179 0.192 8.0 Ox 0 VIFx 24.9 100.0 St3 mstr we h 177 10 6 0.186 4.0 Ox 0 VIFx 28.9 100.0 st3 mstr wic h 281 16 13 0.190 4.0 Ox 0 VIFx 26.1 100.0 st3 pwdr h 1554 87 35 0.172 5.0 Ox 0 VIFx 44.4 95.0 st2 retreat c 3054 135 137 0.234 7.0 Ox 0 VIFx 17.7 85.0 SO util c 967 17 43 0.239 4.0 Ox 0 VIFx 15.2 85.0 SO Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk st3 Peak AVF 203 254 0.183 575 9.0 0 x 0 VinlFlx st1 st1 Peak AVF 545 625 0.183 584 14.0 0 x 0 VinlFlx st2 Peak AVF 788 708 0.172 565 16.0 0 x 0 VinlFlx Wrightsofft` 2018-Jul-03 08:29:22 Right -Suite® Universal 2018 18.0.13 RSU24011 Page 1 ACCA...t8ReaganPointe7510CS\Lol8ReaganPointe7510CS.rup Calc = MJ8 House faces: SE I — Return Branch Detail Table Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox0 1333 1333 0 0 0 0 Ox 0 VIFx wrightsoft' w.m ...,.. Right -Suite® Universal 2018 18.0.13 RSU24011 A... t8AeaganPoint e7510CS\Lot8ReaganPointe7510CS.rup Calc = MJ8 House faces: SE 2018- Jul-03 08:29:22 Page 2 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot8ReaganPointe7510CS Builder Name: David Weekley Homes Street: 2934 GRIPPER CIRCLE Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Owner: Jurisdiction: 691500 Design Location: FL, Sanford COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and an gaps in the air barrier shall be sealed. Y 9 P shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on Narrow cavities installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac as. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilmnas. a. In addition, inspection of log walls shall be in accordance with the provisions or luu-400. 7/3/2018 8:25 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, 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). Energy Performance Level (EPL) Display Card (one page) HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 Mandatory Requirements (five pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report (usually one page) If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge® - USRCSB v6.0 7/3/2018 8:25:04 AM Page 1 of 1 FORM R405-2017 Envelope Leakage Test Report Performance FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Performance Method Project Name: Lot8ReaganPointe7510CS Builder Name: David Weekley Homes Street: 2934 GRIPPER CIRCLE Permit Office: City, State, Zip: Sanford , FL , 32773 Permit Number: Design Location: FL, Sanford Jurisdiction: 691500 Cond. Floor Area:: 2188 sq.ft. Cond. Volume: 19995 cu ft. Envelope Leakage Test Results Regression Data: C: n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics Required ACH(50) from FORM R405-2017 : Tested ACH(50) * : _ Tested leakage must be less than or equal to the required ACH(50) shown on Form R405-2017 for this building. If the tested ACH(50) is less than 3 the building must have a mechanical ventilation system. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2 ... Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code r . ments in accordance with Sectio 402. . .2. SIGNATURE: PRINTED NAME: DATE: Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 0 i14E S74 ADD 1NE' 7/3/2018 8:25 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods FADDRESS: 2934 GRIPPER CIRCLE Permit Number: Sanford , FL , 32773 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory).The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Instal lationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 7/3/2018 8:25 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 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 recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 7/3/2018 8:25 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy.When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 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 an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 7/3/2018 8:25 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 service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 7/3/2018 8:25 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R463.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%e energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. 7/3/2018 8:25 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 L_ 42X42 A/C g NSLAB BY BLDR MIN 2' FROM WALL F= n o L O 3' bath duct- s® 3 i to roof cap IT F OWNER'S BATH 5 4 1. 1 w/fan DINING i Nutone 696RNB n 5' r OWNER' Ic i RETREAT 1 I s marmw :1zc.aox xn c sxavcs j oe ac I 14.8 l.. I 35 ton w/akw 240, Iph 14.8 I.ed n 20D FAMILY fill a 180 yI I 14.14 'Y 4' dryer duct 18.13 plea 24.14 8' roof cup otd b151s. 8 12' ./dryer vwnt box b1• y cx wul r CC W Q 9' -- -- Transfer ducts/grilles sHGNEYVELL12.201E 9' 12x12 I.cd ZO N 2• ex4 c shed In compliance with DAMPER SYSTEM wX,J P 270 g Florida Residential Building Hz221K KITCHEN W tD BEDRM 2 r Code - M1602.4 Balanced M D16TZ 10' W tL o cu I o lox6 l.etl oxe.vea 11j14nnu.a 1 Return Air, exceptions uAR014TZ Ta T H Ch n1 Sd 6o 1-3. Builder must provide 1 Inch R A R D12Tz xeFe T'"' Q In 6 u unrestricted ll'7' 117 r undercut on doors to DATs L773511 1000 l4tW jx412x12r. 9' TH6320U2008DAG4Dv. 2habitable rooms. Q TH632DU2D08DAG a . w ` HONEYWELL Y8150 FRESH m tr.n 18 I I ex4 1.cd t 4 n j AIR VENTILATION SYSTEM I e- BATH 2 tl GARAGEE a 6' SNAPLOCK, FLEXAIA.E METAL PIPE, OR FLE% II C I aNRR-- 1i BEDRM 3 6' VIN• L ic'e X wC Jx'= 12x6 l.cdSCRIE0VINSULATEV1SVAIT7LH{L1 CNASP I RAG NTRY' I35R 10 I0 4' eio DAMPER LET EAT 5' OUTSIDE AIR DETAIL To S13FFIT DR WALL CAP jsN P DR y 4' 0'.. TEED[WR(F,?37BAt—_—_ _ J al s 3' bath duct I 10$ cd 0 CD 3 Ntowallcapri_1a-. 416rR w/fan i.., x. Oe r II CD °D c CDNutone696RNBr.s:r M n+xeoe cc.Tefauwwosx a 4-' C5CfLI-) O 03rmr-- I\ J a N LL zRatingo r N m w > z z a w 3 J Q F— m Q J O Q a' Must have a minimum clearance of 4 Inches around the air handler per the State Energy code. All duct has an r=6I Insulation value. m ILJ N 0 0 3 8U146 o A0 9 n!9EN RECORD COPY Spegalplumbing.com LIC# CFC1428683 Spegal Plumbing LLC PO Box 4478 Apopka, FL 32704 Office (321) 256-1234 Fax (321)250-2304 r— RECORD COPY PLOT PLAN _ LEGAL DESCRIPTION: LOT 8, REAGAN POINTE, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK ;p' N 81, PAGE 45 THROUGH 52, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. / Ills aIV FLOOD INFORMATION: BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV, P gh t THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF ' Y SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007. CERTIFIEDTO: s4':-~`,,a ` k' ,'•,' o r DAVID WEEKLEY HOMES 2834 GIPPER CIRCLE; SANFORD,"FLORIDA 1 r-- Benchmark Information- I AUG 2 3 Seminole County Control Point GPS 4 - Name 0117, Designation 488120117. Elevation 45.350'. a (Elevations are based upon NAVD 88 Datum)- --' ---' Ok to construct single family hcc1SB = Set Backs, c a a1 pQ as shown hereon are from thi with.setbacks an.d impervious s• , s9 '' d aC*1 plan as provided by the client shown on plan. r Z f O O Q) 'aef6acc act `C' S 40051'28" W 40.00'(P) s o' :: 'o..:. .....:.:.:.:.:.:..:.:.:.:.:.. B S 40051'28" W 13.41'(P) 610 efO pS ' :::. f .: Q, go o. ::'A' 6t a .. /.o d:. 11o.St oo T:. J / °. S .7C 9 sf :.. Q°a .'::::.'::: a roposed , Go h aa. Conc.Sideyvalk 01 c / o- o 9. itip• O.:a.,: ,. • Po . `, ..: 2c i oQ o` O ' o . o .:='< •:::: {..; aim S o 2934 GIPPER CIRCLE, 10 sP A SANFORD, FL 32773 e c P Da Area Calculations PC Located On Lot 7 Go yQK` P Total Lot Area= 3,200 sq ft (100%) Impervious Area in Square Feet: This is NOT a Boundary Survey Total House Foot Print = 1,291 sq ft (40%) N Total Porch and Deck/Lanai = 169 sq ft (05%) Total Driveways = 320 sq ft (10%) / Total Walkways = 40 sq ft (01 %) , Total A/C Pads = 16 sq ft (0.5%) / f Elevations are based on w E civil grading plans. d Ooq S Lot is Type "A" Grading Plan Proposed Elevation Graphic Scale UE - Utility Easement 10, 2 ' 40' Scale: 1 "=20' Field Date: 6/27/201 B Date Completed: 06/27/18 NOTES- Survey is Based upon the Legal Description Supplied by Client. AbuufngPmperdesDead$hoeNOTbeenResearchedforGaps,Overlapsand/.,Hiatus. Subject to any Easements and/or Restrictions of Record. eearin basis shown hereon, is Assumed and Based uq port thenLin. Denoted BB. I hereby Certify that lnis Boundary Survey of the above Desoribea Properly Is True and Corrard to In. Bost ul my Wmsvdarlua end Belief as recently Surveyed under my Direction on the Date Shown, Based on Information furnished to Me as Noted and Conforms to the Standards of Proctico for Land Survoylr In the State of Florida ks accordance with Chapter S-17.052 norlda Administrative Codes, Pursuant l tion 472 27 Florida Statutes. Drawn By: G•S. File Number:l5-48979PP Legend- g C - Calculated PC Curvature Contedlrle Point or Pg. -P Bullding Ties are NOT to be used to reconstruct Property Lines. Fence Ownership is NOT determined. 1y\CK.,!RF, 8CM Concrete Block Concrete Monument PI - Point of Intersection Rool Overhangs, Underground Utilities and/or Footers have NOTb-n located UNLESS c'4.PilF N. Q'•G F Cont. Concrete P.O.B.- Point of Beginning otherwise noted. O For D Desttiplbn P.O.L. - Point on Line PP - Power Pole Septic Tanks and/or Drainfield locations are approximate and MUST be verified by No. r THEWAY FIRDEDrainageEasementPRM - Permanent Reference appropriate Utility Location Companies. Patrick K. i b'•, aP.. 6637 LB762: C .,x'tnEsmt. -Easement Monument Use ofThis Survey for Purposes other than Intended, Without Written Verification, Will be merg ncY F.E.M.A . Federal Emerge PT - Point o! Targerny at the User's Sole Risk and Without Liability to the Surveyor Nothing Hereon shall be 77BThis IS mien e r 'Y',tpi use of Said Parties Manapemenl Agerlry R - Radius Construed to give ANY Rights or Benefits to Anyone Other than those Certified. It LMY N TniBStrveNOTVALID UNL and Embossed VAltl S111V8 S seSt VALIDithSuiiveFFE FIPFinished Floor Elevation Found NonPipeRed. - Redlal Rec - Reber 8 Cap Rec. - Recovered POINTS OF INTEREST. PROPOSED DRIVEWAY &WALK OVER SOUTH EASEMENT. Ireland &Associates Surveying Inc. 1RfdiM N& D N.R Measured Nag S Disk Non- Radlal Set - Seet''A" Reber 8 Reber Cap 'LB 7623- TYp. Typical DocuSignted by: I Illy ,aAORB 1301 S. International Parkway Suite 2001 Lake Mary, Florida 32746 OfficialRecordsBookUE - Utillry Easement 1w CCC-- F gun (([/'BBB EPPPlatWM •Water Meter www.Irelandsurveying.com P. B. H" F- Plat Bolt WnM FerrA 4 - Delta (Link F l Angle) ChainLinkFerroB1ceoB3FOAEeaEB... Office-407.678.3366 Fax-407.320.8165 om are, V Residential Load Demand i ECORD COPY General Method 2174 square feet X 3VA = 6522 VA Small appliance load 3000 VA Laundry 1500 VA total 11,022 VA First 3000VA @ 100%..........:3000 VA Remaining @ 35%................2807 VA total 5807 VA Dryer 5000 VA Disposal 650 VA Dishwasher 1200 VA Refrigerator 720 VA Water Heater 4500 VA Range. 8000 VA Heat 8000 VA Micro. 1200 VA total 35,077 VA - 240V= 146 amps= 150 amp service Model 7510 Contractor David Weekley Homes Subdivision Reagan's Point County Seminole City Sanford James Lanier EC 0002989 Office # 407-933-7771 60iLDItic SANFORD 0 Aq, ' c' 1 T r RECORD COPY D City of Sanford Building and Fire Prevention Product Approval Permit rr # 1 8- 3 4 4 1 Project Location Address 2-9 3(_4 C-, SANFORD I- ation Form 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 ,hey 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 V`'VV.fiOridcbUiii C.OrC. The following information must he available on the johsite for ir,spectiors.: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product IDescription Florida Approval + include decimal) Exterior Doors Swinging Plastpro Inc. 8'0 "Non -Impact" Opaque FL# 15213.37 Fiberglass Single Door - Inswing/Outswing (X - Configuration) Plastpro Inc. 8'0 "Non -Impact" Giazzed FL# 15213.27 Fiberglass Single Door utilizing Snap Frame" Glazing - Inswing/Outswing (X - Configuration) Sliding MI Windows and Doors Sliding Glass Door FL# 15332-R2 ml Windows and Doors I Sliding Glass Door j FL# 16054-R4 Sectional Amarr Dwc. IRC-6009-120-15,Thru 9' I FL# 5302.3 wide. Amarr Dwg. IRC-6016-120-15, 10' Thru FL# 5302.10 16' wide. I Roil Up Automatic Other 2. Windows June 2014 jingle Hung ; Silver Line by Anderson I Extruded Vinyl Sirg'e Hung I Window FL+ 19715 lorizontal Slider Silver Line by Anderson Extruded Vinyl Hori7-or,tal Slider Window w/ Nailing Fin I FL# 14994 I easement Double Hung I Fixed i Silver Lire by Anderson i Extruded PVC Picture Window w/Nailing Fin j FL# 14918.2 I Silver Line by Anderson Extruded PVC Picture Window ! FL# 14918.8 Awning Pass Through J Projected Mullions Wind Breaker I Cual Action I Other Category / Subcategory Manufacturer Product I Description, 1 Florida Approval including decimal) Panel Walls 1 1 Siding i James Hardie Building Products, Inc. HardiePlank, Cemplank fiber- cement lap siding FL+ 13192.2 R3 Soffits James Hardie-B.uildir.g Products, Inc. HardieSoffit Panels, Cemscff t Panels; fiber -cement soffit panels FL# 13265.1 R-2 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Aluminum Coils, Inc. Aluminum Soffits l I FL 12194 R-2 Roofing Products Asphalt Shingles GAF Materials Corp Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles FL# 10124-R15 Underlayments Interwrap, Inc. I Rhino Reef I FL# 15215-R2 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing June 2014 Duiit up roofing System 1.Iodified Bitumen Single Ply Roof ISystems I Roofing slate Cements/ Adhesives / Coating Liquid Appiied Roofing Systems I Roof Tile adhesive Spray Applied Polyurethane Roofing I E.P.S. Roof Panels Roof Vents I Millennium Metals, Inc. I MMI-2B Off Ridge Vent j FL# 16568-R1 Other Category / Subcategory Manufacturer Product Description Florida Approval include decimal) Shutters I j j Accordion Bahama I Colonial j Roll up Equipment Other Skylights j Skylights Other j Structural Components Wood Connectors / Anchors Truss Plates I MiTek I M T 20 FL# 2197-R5 Engineered Lumber I Beise Cascade Laminated veneer Lumber j FL# 1644-R4 Railing j Coclers/Freezers j Concrete Admixtures j Precast Lintels j CAST-CRETE USA, Inc. 4, 6, 8, and 12 inch wide lintels j FL# 158-R7 Insulation Forms i Plastics j Deck / Roof j June 2014 i ., 7 Nall prefab Sheds Dther New Exterior Envelope Products Applicants Signature Applicant's Name _Tracy Wiggers_ Please Print) tune 2014 4 Val z z w Q wry Q n J n w r) 0 w Z ry F- w Q O Z U) w O Z U) Z w n — J w ry F- Z H 0 Q F_ ry C C1 Z LL.I Y Q O a O z J 0Q 0 Z U ( n w Q LLJ Q Z (n Q ry O O Z J LLw n, a w w ry LL Z o O c Z ly- 0 W O Z w Z Q Q w F_ I w w O > Q O U) J ~ Ld w Z U_ LLJ 0 W w Z U.) Z c w O ryF- C/-) U F- = J Cw n O ~ Q ry O w Q w 30' 14' 10" 3'2"i 12'—i 2N D FLOOR TRUSS LAYOUT RECORD COPY I---- 14'10" 3'2"-t12'---i 1ST FLOOR TRUSS LAYOUT GUILD/, yC SA NFc,RD 18- 3441 SHINGLE LOADING 139 m.p.h. WIND 12 EXPOSURE B 6Le 4- 3/16" HEEL I BRG. 16" OVERHANG PLUMB CUT TYPICAL TRUSS END ALL BEAMS BY OTHERS UNLESS NOTED ON LAYOUT. ALL ROOF TRUSS HANGERS ARE SIMPSON HUS26 OR HGUS26-2 AND ALL FLOOR HANGERS ARE THA422 UNLESS NOTED OTHERWISE. BEARING HEIGHTS HANGER TAKEOFF 0 - 10'-0" HEIGHT 8) HUS26 31) THA422 20'- 4" HEIGHT 0'- 0" HEIGHT 0'- 0" HEIGHT NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/ OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1- 1995 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. WARNING CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING IS NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER, PLATE MANUFACTURER, OR TRUSS MANUFACTURER. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE 'GUIDE TO GOOD PRACTICE -FOR HANDLING. INSTALLING, RESTRAINING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES RECOMMENDATIONS' BCSI 2006) FOR FURTHER INFORMATION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB P09TION. WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP AND/ OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY. TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES ACCU- SPAN TRUSS CO. 407- 321-1440 / 386-872-5098 / 352-557-4901 LONGWOOD / ORMOND BEACH / MASCOTTE CUSTOMER DAVID WEEKLEY HOMES JOB NAME 7510 — C LOT/ BLK/SUBDIV LOT 8 REAGAN POINTE SCALE DATE DRAWN BY JOB NUMBER 6- 27-18 CRH 21307 i ALPINE m Cox~ Ma. Lit....-..... a:..... Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com J/LC /III VI I/IQIIV/I. Customer: Accu-Span Truss Company Job Number: 21307 JobDescription: 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Address: Lot 8 Reagan Pointe I City, State, Zip: SANFORD, FL Name, Address and License # of Structural FOR if one exists for the building: Name: I License #: Address: City, State, Zip: State: Job Engineering Criteria: Design Code: FBC2017RES View Version: 17.02.01.1115.21 JRef #: 1 W c74080001 Wind Standard: ASCE7_10 Wind Speed (mph): 139 Roof Load (psf): 20.00- 7.00- 0.00- Floor Load (psf): 40.00-10.00- 0.00- 5.00 5.00 This package contains a job notes page, 44 truss drawings and 9 details. Item Seal # Truss 1 179.18.0557.42968 A01 3 179.18.1032.20160 A03T 5 179.18.0557.43436 A04T 7 179.18.1032.22367 A05T 9 179.18.0557.43328 A06A 11 179.18.0557.43062 B02 13 179.18.0557.43031 B03 15 179.18.0557.43093 C01 17 179.18.0557.42984 EJ7 19 179.18.0557.43389 ERB 21 179.18.0557.43452 CJ1 23 179.18.1032.27710 CJ3T 25 179.18.0557.43343 CJ5T 27 179.18.1032.29730 HRT 29 179.18.1032.31747 FG2 31 179.18.0557.43218 F1G 33 179.18.0557.43546 F2A 35 179.18.0557.43171 F3A Item Seal # Truss 2 179.18.0557.43296 A03 4 179.18.0557.43264 A04 6 179.18.0557.43109 A05 8 179.18.1032.25533 A06 10 179.18.0557.42969 B01 12 179.18.0557.43094 802A 14 179.18.0557.43016 B04 16 179.18.0557.43124 CO2 18 179.18.0557.43421 EJ7A 20 179.18.0557.43422 EJ7T 22 179.18.0557.43357 CJ3 24 179.18.0557.43329 CJ5 26 179.18.0557.43327 HJ7 28 179.18.0557.43498 FG1 30 179.18.0557.43560 F1 32 179.18.0557.43514 F2 34 179.18.1032.36660 F03 36 179.18.0557.43483 F4 uWeq I 546 • J7• • 7ATE ' Y/ONACO ,w This document has been electronically signed and sealed using a Digital 5ignature. Printed copies vrithout an original signature must be 06/28/20I8 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 6/28/2018 1:44:21 PM Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone: (800)755-6001ALPINE W 1- .OMM,,r alpineitw.com Rito Infnrmatinn• Customer: _ Accu-Span Truss Company Job Number: 21307 JobDescription: 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Address: Lot 8 Reagan Pointe City, State, Zip: SANFORD, FL Item Seal # Truss 37 179.18.0557.43576 F4A 39 179.18.0557.43219 F5 41 179.18.0557.43202 F5B 43 179.18.0557.43515 F6A Item Seal # Truss 38 179.18.0557.43638 F413 40 179.18.0557.43201 F5A 42 179.18.0557.43015 F6 44 179.18.0557.43140 F7 v v. vv-ry 1 i ! • ATEe per •, F Q',.•' <c,r' CpR O•'C ra NM — This document has been electronically signed and sealed using a Digital Signature. Printed copies without an original signature must be 06/28/2018 verified using the original electronic version. Florida Certificate of Product Approval #FL1999 Printed 6/28/2018 1:44:21 PM Job Number: 21307 Ply: 1 SEQN: 614144 / T9 / COMN Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 9 FROM: TH DrwNo: 179.18.0557.42968 Truss Label: A01 KM / WHK 06/28/2018 T5'13 15' 22'6"3 30' TS"13 + T6'3 + T6'3 + T5"13 1114DX6 N fnm 20 4- 10, 10, 30' 10, 20' 10, 1'4" 30' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.098 H 999 240 B 1306 / 311 / 636 I - / 180 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.246 H 999 180 F 1307 / 311 / 636 / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.036 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: B HORZ TL : 0.063 H B Min Br Width Re 1.59q NCBCLL: 10.00 Mean Height: 24.10 It Code I Misc Criteria CreepFactor. 2.0 F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.476 Bearings B & F are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.955 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: 0.436 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.01A.1114.20 B - C 873 -2187 D - E 868 -1968 C - D 868 -1966 E - F 874 - 2188 Lumber Top chord 2x4 SP #2 Dense Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Dense :132 2x4 SP #2 Dense: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - 1 1883 - 638 H - F 1884 - 651 Loading I- H 1259 -321 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide Maximum Web Forces Per Ply (lbs) clearance. Webs Tens.Comp. Webs Tens. Comp. Wind I - D 752 - 274 D - H 754 - 274 Wind loads based on MWFRS with additional C&C member design. 3 .o :. -STATE OF 9 •, •' C \VP•'•• ' 0 270y''' 06/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingIreBefetyInformation, by TPI an SBCA) safety practices pnor to performing these functions. Installers shall provide temporary SI. Unless noted oyherwise,top chord shall have properIx attached structural sheathing and bottom chord shall have a pro gpenyjdceilingLocationsshownforpermanentlateralrestraintfwebsshallhavebracinccl1installedperBCSIsectionsB3, B7 or 810, e. AppTy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to 60A-Z for standard plate positions. of IN11,orrorr acceptance any structure from this drawing,any failure to build the Seat on this drawing or cover pa e , for the design shown. The suifabrlity ALPINE mmd}K IIY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 614145 / T8 / HIPS I Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.0557.43296 Truss Label: A03 KM / BAF 0612812018 6'11"l3 6'11"l3 4" 10 10, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 23.60 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 R GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :T3 2x6 SP #2: Bot chord 2x4 SP #1 Dense :82 2x4 SP #2 Dense: Webs 2x4 SP #3 Purlins In lieu of structural panels use puriins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional CB.0 member design. I i_ 1T 6'0"3 r 4' 5 5X6 T3=5ED 30' 23'0"3 6'0"3 30' 6'11"13 10' 1 4" 30, ini o-20'4" Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.138 E 999 240 B 1215 / 145 / 641 / - / 160 / 4.0 Lu: NA Cs: NA VERT(TL): 0.531 E 999 180 G 1215 / 145 / 641 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.056 D - - Wind reactions based on MWFRS HORZ(TL): 0.136 D B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 G Min Big Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.677 Bearings B & G are a rigid surface. TPI Std: 2014 Max BC CSI: 0.955 Rep Factors Used: Yes Max Web CSI: 0.208 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 B - C 504 -1971 E - F 486 -1725 C - D 487 -1725 F - G 504 -1971 D - E 435 -1261 sa VAT E • O •• 0 27; %q T/Oj11g1. * Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1697 - 346 I - G 1697 - 371 J - 1 1261 - 213 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 176 - 402 E - 1 545 -103 J - D 545 -103 1 - F 176 - 402 06/28/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingIreB8fetyInformation, by TPI and SECA) safety practices poor to performing these functions. Installers shall provide temporary SI. Unless noted oyherwise,top chord shall have properly attached structural sheathin and bottom hord shall have a prope y Id ceiling. Locations shown for permanent lateral restraint of webs shall have bracinq ins alled per BC I sections 63, B7 or B10, e. AppYy plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Defer to 60A-Z for standard plate positions. his drawing,any failure to build the on this drawing or cover pageiedesgnshown. The sui abdrty ALPINE w rrw co.r 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 541940 / T45 HIPS I Cust: R408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.1032.20160 Truss Label: A03T I I KM / OF 0612812018 13' 17' 6'3"6 - ' 4X4 =4X6 0 E 30' 23'17 I 30' 6'1"7 1 6'10"9 4'S"4 6'2"12 3'10'4 6'4"8 6'9"4 +1'4", 6'9"4 13 16'10"4 23*2"12 .30' Loading Criteria (psf) TCLL: 20.00 Wind Criteria Wind Std: ASCE 7-10 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Defl/CSI Criteria PP Deflection in loc Udefl U# Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 1140 / 126 / 592 I - / 155 / 4.0 G 1210 / 145 / 638 / - / - / 4.0 TCDL: 7.00 BCLL: 0.00 Speed: 139 mph Enclosure: Closed Pf: NA Ce: NA Lu: NA Cs: NA VERT(LL): 0.342 C 999 240 VERT(TL): 0.940 C 552 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.214 1 - - Wind reactions based on MWFRS Des CLLd: 10. 00 NCBCLL: 2. 00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " P 9 EXP: B Mean Height: 23.60 ftg TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft HORZ TL : 0.402 1 CreepFactor. 2.0 Max TC CSI: 0.927 Max BC CSI: 0.658 Max Web CSI: 0.951 A Min Br Width Re 1.7gq G Min Brg Width Req = 1.5 Bearings A & 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. Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/O(0) GCpi: 0.18 Wind Duration: 1.60 Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 I A - B 173 -498 D - E 476 -1509 Lumber Top chord 2x4 SP #2 Dense :T1 2z6 SP SS: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 5X6 except as noted. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. fo f F 0 27s 06/28/2018 B - C 650 - 2608 E - F 442 -1480 C - D 496 -1776 F - G 506 - 2007 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J-1 1724 -374 I- G 1727 -373 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - M 2528 - 533 N - J 1286 - 224 C - N 292 -1072 N - E 445 - 96 M - N 2521 - 528 J - F 178 - 542 D-N 501 -110 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fb safety practices pnor to performing these functions. Installers shall provide temporarryY _ bracin per BGSI. Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattach d rigid ceilinq. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face, oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the wm cavP v truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e , , 6750 Forum Drive listing thisdrawingindicatesacceptanceofpro'essional engineering responsibility solely for the design shown. The suitability Suite 305 and useofthisQawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more infonnation see this job's general notes page and these web sites: ALPINE: www.al inefw.com: TPI: www.t insl.o : SBCA: www.sbcindust .corn; ICC: w Jccsafe.orq Orlando FL, 32821 Job Number: 21307 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Truss Label: A04 5'11 "4 5'l 1 "4 1 4" 10, 10, 11 5'0"l2 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 23.10 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Ply: 1 Qty: 1 15' 19, 4' 4' 5X6 =3X4 Z 5X6 D E F 30' 10, 20' SEQN: 614146 / T7 / HIPS Cust: RR408 JRef: 1Wc74080001 FROM: TH DrwNo: 179.18.0557.43264 KM / BAF 06/28/2018 24'0"12 30' 510"12 511"4 10, 1-4- 30' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.087 E 999 240 B 1215 / 148 / 641 / - / 139 / 4.0 Lu: NA Cs: NA VERT(TL): 0.238 E 999 180 H 1215 / 148 / 641 I - /- / 4.0 Snow Duration: NA HORZ(LL): 0.037 J - - Wind reactions based on MWFRS HORZ(TL): 0.068 J B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.282 Bearings B & H are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.946 Rep Factors Used: Yes Max Web CSI: 0.195 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 B - C 541 -2006 E - F 463 -1394 C - D 489 -1725 F - G 489 -1725 D - E 463 -1394 G - H 540 - 2006 C v w. vv-ry 0 2sSS/0NA1. 06/28/ 2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Comp. Chords Tens. Comp. B - K 1738 - 386 J - H 1738 - 410 K - J 1485 - 294 Maximum Web Forces Per Ply (Ibs) Webs Tens. Comp. Webs Tens. Comp. K -D 513 -98 F-J 513 -98 WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatinqq, handlingq shi pin installing.and bracing. Refer to and follow the latest edition of BCSI (Building quire BefetyInformation, byY TPI and SBCA) fa? sa ery ractices pnor to performing these functions. Installers shall provide temporary SI. Unlessnotedotherwise,top chord shall have properly attached structural sheathinq and bottom Ghord shall have a propperylry aid ceilinq. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BC5I sections B3, B7 or B10, le. ApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoiniDetails, unless noted otherwise. Defer to 60A-Z for standard plate positions. his drawing, any failure to build the on this drawing or cover page Le desgnshown. The sup ng ror any ALPINE wmvaawrnv 6750 Forum Drive Suite 305 Orlando FL, 32E Job Number: 21307 Ply: 1 SEON: 614199 / T46 / HIPS Cusl: RR408 JRef: 1 Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.0557.43436 Truss Label: A04T I KM / BAF 06/28/2018 Z4' 2'4" 6'8'10 4'4"10 2'4" -f_ 4'5"4 2'4" 'i' 6'9"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 23.10 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MW FRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: Bot chord 2x4 SP #2 Dense :B3 2x4 SP #1 Dense: Webs 2x4 SP #3 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Wind Wind loads based on MW FRS with additional C&C member design. 11' 4'3"6 19, 6'6"12 4X8 1112X4 =4X6 D E F 30' 4'2"12 + 1'3". 6'6"12 11' 12'3 8 18'10"4 11'1"12 30' 30' 5715 inis s20'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.336 C 999 240 A 1140 / 128 / 593 I - / 135 / 4.0 Lu: NA Cs: NA VERT(TL): 0.924 C 562 180 H 1210 / 148 / 639 / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.212 J - - Wind reactions based on MWFRS HORZ(TL): 0.397 J A Min Brg Width Reg = 1.7 Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.927 Bearings A & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0.767 Rep Factors Used: Yes Max Web CSI: 0.535 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 A - B 178 -498 E - F 559 -1830 B - C 659 - 2569 F - G 481 -1654 C - D 555 -1961 G - H 550 -1977 D - E 561 -1838 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. J - H 1716 - 418 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - M 2488 - 540 N - O 1686 - 320 C - N 253 - 906 O - J 1404 - 275 M - N 2481 - 535 O - F 487 -129 D-O 514 -158 _ a*i if * # s ATE P..•' ,, 0R14••o v v* ss1QNAt- 06/28/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq, handlin shippin installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI ana SBCA) f safety ractices pnor to performing these functions. Installers shall provide temporary _ bracing per BGSI. Unless noted oytherwise,top chord shall have properix attached structural sheathing and bottom hord shall have a prof ertyattachedrigidceiling. Locations shown for permanent lateral restraint bf webs shall have bracing installed per BC I sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. )refer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build incLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the mrcow,vr, truss in conformance with ANSI/TPI 1, or for handling, shlppinq, installation and bracing of,trussesA seal on this drawing or cover page. , 6750 Forum Drive listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the desi n shown. The suiCablllty Suite 305anduseofthisdrawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI(TPI 1 Sec.2. For more information see this iob's aeneral notes oaae and these web sites: ALPINE:—.alpineitw.00m; TPI:—.tpinst.org;_SBCA:—.sbcindusl .00m; ICC:—.iccsafe.orq Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 614147 / T6 / HIPS Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.0557.43109 Truss Label: A05 KM / WHK 06/28/2018 5'10"4 510"4 9' 3' 1"12 15' 21' 24'1"12_I_ 30' 3' 1"12 5'10'4 1114X6 = 3X4 N 4X6 D E F 30' 10, 10, 10, 20' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) Den/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Cl: NA CAT: NA PP Deflection in loc Udell U# TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.098 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.267 E 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.039 J - - Des Ld: 37.00 EXP. B HORZ(TL): 0.073 J Code 1 Misc Criteria NCBCLL: 10.00 Mean Height: 22.60 ft Creep Factor: 2.0 Soffit: 2.00 TCDL: . 2 psf BCDL: 5.0 psf 9 BldCode: FBC 2017 RES Max TC CSI: 0.401 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.949 Spacing: 24.0 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.239 Loc. from endwall: not in 9.00 ft FT/RT:0(0)/0(0) GCpi: 0.18 Plate Type(s): VIEW Ver. 17.02.01A.1114.20 WindDuration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use puriins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. rr t`s OOA • O. tws o•• ATE gyp'•. c P.•' k. , 0278 NAI.. 06/ 28/2018 10, 30' 1' 4 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1215 / 287 / 638 / - 1 119 14.0 H 1215 / 287 1638 / - / - / 4.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 H Min Brg Width Reg = 1.5 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 558 -1996 E - F 506 -1641 C - D 508 -1747 F - G 508 -1747 D - E 506 -1641 G - H 557 -1996 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1726 - 400 J - H 1726 - 424 K - J 1840 - 416 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D- K 537 -111 J -F 537 -110 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ire extreme care in fabricating, handling shippin installing and bracing.. Refer to and follow the latest edition of BCSI (Building ComponentSfetyInformation, by TPI ana SBCA) fb safety I ractices poor to performing these functions. Installers shall provide temporary brawn per B SI. Unless noted o herwise,top chord shall have properlx attached structural sheathing and bottom Chord shall have a properly attach d rigid ceiling. Locations shown for permanent lateral restraint bf webs shall have bracinginstalled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. kefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildingComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ,,,,n.,00,,,*,,,. truss in conformance with ANSIl7 PI 1, or for handling, shipping, installation and bracing of trussesA Seal on this drawing oricover page , , 6750 Forum Drive IistingthisdrawingindicatesacceptanceofproTesslonafengineeringresponsibilitysolelyforthedesignshown. The suifablllty Suite 305 anduseofthiscawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: w .al ineitw.Com; TPI: wJ inst.o ; SBCA: w .sbcindust .com; ICC: wJccsafe.orq Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 541943 / T42 HIPS Cusl: R408 JRef: 1 Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Oty: 1 FROM: TH DrwNo: 179.18.1032.22367 Truss Label: A05T KM / OF O6/28/2018 2'4' 2'4" 2'9"5 3'10"l1 12'S"4 16'4"4 3'' 4 3'11" 21' 23'5"1: 47"l2 + 2'5"12 4X6 1112X4 =3X4 =4X6 D E F G 6'6"4 T 12 20 6 H oil6CX6 cn T1 R B 1 ! A I 6X6(A2) 1112XXN 4 = 3X4 i119X1te = 4X8 =5X6=3X4(At) 30' 2' 4" 2'9"12 3'10"4 3'3'8 4'2"8 5' 1"12 + 9' 12'3"8 16'6" 4' 6" 21' 9' 30' 1' 4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W A 1140 / 256 / 590 / - / 115 / 4.0 TCDL: 7.00 Speed: 139 mph Pf: NA Ce: NA VERT(LL): 0.306 N 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.842 N 616 180 1 1210 / 287 / 636 / - / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.189 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: B HORZ TL : 0.355 K A Min Br9 Width Re 1.7 q = Code / Misc Criteria NCBCLL: 00 Mean Height: 22.60 ft Creep Factor: 2.0 P1 Min Brg Width Req = 1.5 Soffit: 200 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.932 Bearings A & I 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: 0.709 Members not listed have forces less than 375# Spacing: 24.0 " P9 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.704 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.01A.1115.21 A - B 183 -498 E - F 686 -2328 B - C 776 - 2950 F - G 572 -1805 C - D 623 -2242 G - H 539 -1773 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #2 Dense T1 2x6 SP SS: D - E 689 -2343 H - 1 556 -1971 Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Purlins In lieu of structural panels use pudins to brace all flat TC @ 24" oc. Wind Wind loads based on MWFRS with additional C&C member design. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. L - K 1544 - 333 K -1 1698 - 418 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp B - 0 2987 - 696 P - Q 1949 410 C - P 304 -1075 Q - F 665 143 O - P 2954 - 685 Q - L 1847 417 D - P 396 - 80 F - L 208 699 D - Q 556 -160 G - K 383 82 ATE ' cC 0R•' o 278 ''1NAki 1414 = 06/ 28/2018 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, handlingg shipping, installing. and bracing.. Refer to and follow the latest edition of SCSI (Building Component S fety Information, byy TPI and SBCA) fb sa ety practices pnor to performing these functions. Installers shall provide temporary bracinper38SI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a propeily attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins tied per BC I sections B3, 137 or B10, as applicable. Apply places to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. Defer to ALPINE IVdrawings160A-Z for standard plate positions. `LPPII NN Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the µwoo a n truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trussesA seat on this drawing or cover page. , 6750 Forum Drive listing this drawing indicates acceptance of pro-fesslonaT engineering responsibility solely for the design shown. The suiCability Suite 305 anduseofthisdrawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 5-ec.2. For more information see this 'ob's general notes page and these web sites: ALPINE: —.al ineitw.com; TPI: vi t insl.o ; SBCA: v .sbandust .com; ICC:—.iccsafeoM Orlando FL, 32821 Job Number: 21307 Ply: 2 SEQN: 541954 / T10 COMN Cust: R408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.1032.25533 Truss Label: A06 Page 1 of 2 KM / OF 06/28/2018 2 Complete Trusses Required 7' 0 1I4 2'4'8 51"2 12'S"4 17'4"4 23 30' 2'8.10 { r s'S•4 + 4.11 + s'7.12 7' 3X4 S1) - 5X6 1112E4 T3 F = 5X6 12 30' 2'48 4'4" s'7• 5'2.4 5'6"4 7' 2'4'8 6'8'8 12'3.8 17'S-12 23' 30' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 22.10 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :T1 2x6 SP SS: T3 2x6 SP #2: Sot chord 2x6 SP #2 Webs 2x4 SP #3 :W5 2x4 SP #2 Dense: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 13.09 TC: From 28 plf at 13.09 to 28 plf at 23.00 TC: From 56 plf at 23.00 to 56 plf at 31.33 BC: From 20 plf at 0.00 to 20 plf at 12.29 BC: From 10 plf at 12.29 to 10 plf at 22.96 BC: From 20 plf at 22.96 to 20 plf at 30.00 BC: From 4 plf at 30.00 to 4 plf at 31.33 TC: 402 lb Conc. Load at 7.04 TC: 117 lb Conc. Load at 9.09,11.09 TC: 169 lb Conc. Load at 13.09,15.00,16.91,18.91 20.91 TC: 225 lb Conc. Load at 22.96 BC: 257 lb Conc. Load at 7.04 BC: 132 lb Conc. Load at 9.09,11.09 SC: 127 lb Conc. Load at 13.09,15.00,16.91,18.91 20.91 BC: 470 lb Conc. Load at 22.96 Snow Criteria (P9,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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Plate Shift Table Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.462 N 767. 240 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL A 2636 / 609- VERT(TL): 1.252 N 413 180 H 2662 / 658- HORZ(LL): 0.264 J - - Wind reactions based on MWFRS HORZ(TL): 0.490 J A Min Brg Width Req = 1.9 Creep Factor: 2.0 H Min Brg Width Req = 1.6 Max TC CSI: 0.973 Bearings A & H are a rigid surface. Max BC CSI: 0.773 T t2 N 20'4" W 4.0 4.0 Max Web CSI: 0.737 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver.17.02.01A.1115.21 A-B 135 -584 E-F 1118 -4681 B - C 994 - 4290 F - G 769 - 3193 C - D 861 - 3771 G - H 644 - 2648 JT Plate Chord JT Plate Chord D - E 1129 -4731 No Size Shift Bite No Size Shift Bite 151 W2X4 S 2.50 [17) W4X8 2.00 R 1.25 Maximum Bot Chord Forces Per Ply (Ibs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels use punins to brace all flat B - 0 4331 -1000 K - J 2327 - 561 TC @ 24" oc. O - L 3273 - 752 J - H 2341 - 561 Wind Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - 0 302 -1252 L - K 3176 - 765 O-D 739 -106 F-K 316 -1016 7lltls D - L L - F 1583 - 408 1588 - 369 K - G 1019 - 244 a :•5tATE N..•• RiV 0 278 yii.._ SS ONAI. 06/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlin shipping, installing, and bracing.. Refer to and follow the latest edition of BCSI (BuildingIre0fetyInformation, bV TPI and SBCA) f safety practices poor to performing these functions. Installers shall provide temporary1. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom Chord shall have a properlyidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinc(l ins lled per BCSI sections B3, 67 or 610, e. AppTy plates to each face oftruss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of any meeni of the his drawing,any failure to build the on this drawing or cover page . Le desjgn shown. The suiCabillty ALPINEMI CO.NINlIY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 21307 Ply: 2 SEON: 541954 / T10 COMN Cust: R408 JRef: 1 Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Oty: 1 FROM: TH DrwNo: 179.18.1032.25533 Truss Label: A06 Page 2 of; KM / DF 06/2812018 Additional Notes 1) 2x6x5-7-1 x SP SS Top chord scab centered 2-8-0 from left end. Attach to one face of chord with 3) rows of 0.128"x3", min. nails @ 6" oc, staggered 3". AT E f 4, 0 278'sS 01YAt 06/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (BuildingtSfetyInformation, by TPI and SBCA) toy safety practices poor to performing these functions. Installers shall provide temporary BSI.. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny d ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810, e. AfpTy places to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. kefer to 60A- Z for standard plate positions. of TPI 1; or for t acceplance any structure TPI from this drawing,any failure to build the seal on this drawing or cover page for the desjgn shown. The suitability ALPINE w« w:UUC+m' 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 21307 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Truss Label: A06A 7' 7' Ply: 1 Qty: 1 12'2"8 15'1 "4 17'9"8 5'2"8 2'10"12 2'8"4 SEQN: 614166 / T33 / HIPS Cust: RR408 JRef: 1Wc74080001 FROM: TH DrwNo: 179.18.0557.43328 KM / BAF 06/28/2018 23' 5'2"8 6X6 =3X4 III 2X4 T2 3F4 = 6G6 C D E 30' 7' 2 T6 W2 N N g H c 4 I T 20,4" 3X10(A5R) Ill 2X4 =4X6 =H0912=3X6[17] III 2X4 =4X6(A1) F 1'4" 6'10"4 6'10"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 22.10 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense :T2 2x6 SP #2 Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2 2x4 SP #2 Dense: Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.33 to 56 plf at 12.06 TC: From 28 plf at 12.06 to 28 plf at 15.10 TC: From 56 plf at 15.10 to 56 plf at 31.33 BC: From 4 plf at -1.33 to 4 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 12.06 BC: From 10 plf at 12.06 to 10 plf at 15.10 BC: From 20 plf at 15.10 to 20 plf at 30.00 BC: From 4 plf at 30.00 to 4 plf at 31.33 TC: 169 lb Conc. Load at 13.76 BC: 992 lb Conc. Load at 12.06 BC: 127 lb Conc. Load at 13.76 BC: 934 lb Conc. Load at 15.10 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 17) W3X6 2.75 L 1.25 Purlins In lieu of structural panels use puriins to brace all flat TC @ 24" oc. Wind Wind loads and reactions based on MWFRS. 30' 5'0"12 3'2"4 T 5'o"8 11'11" + 15'1'4 + 18'1"4+ z3'1"12 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.264 E 999 240 Lu: NA Cs: NA VERT(TL): 0.714 E 729 180 Snow Duration: NA HORZ(LL): 0.058 C - - HORZ(TL): 0.107 C Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.852 TPI Std: 2014 Max BC CSI: 0.569 Rep Factors Used: Yes Max Web CSI: 0.901 FT/RT:0(0)/O(0) Plate Type(s): WAVE, HS VIEW Ver: 17.02.01A.1114.21 eWE F 6*4 06/28/2018 30' 14- 30' Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2370 /581 /- /- /- /4.0 H 2167 /532 /- /- /- /4.0 Wind reactions based on MWFRS B Min Brg Width Reg = 2.8 H Min Brg Width Req = 2.6 Bearings B & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - C 1114 - 4620 E - F 1565 - 6542 C - D 1510 - 6329 F - G 1337 - 5613 D - E 1565 - 6542 G - H 1006 - 4176 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - N 4075 - 965 L - K 5722 -1368 N - M 4069 - 967 K - J 3671 - 871 M - L 6370 -1525 J - H 3677 - 869 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - M 2752 - 661 F - K 364 -1281 M - D 183 - 490 K - G 2365 - 567 L -F 1321 -317 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing., Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) handling safety practices poor to performing these functions. Installers shall provide temporary bracingper SCSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 810, _ as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to ALPINE^ drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build incl Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the y TWCD ,,, truss in conformance with ANS11 PI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , . 6750 Forum Drivelistingthisdrawingindicatesacceptanceofpro-fessionaJ engineering responsibility solely for the desi n shown. The suifablltty and use of this yawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.t inst.o : SBCA: www.sbcindust .com; ICC:-Jccsafe.orq Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 614152 / T4 / GABL Cusl: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.0557.42969 Truss Label: B01 KM / WHK 06/28/2018 6' + 12' 6' 6' 4' 4X4 TYP) Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 21.85 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 12' 6' 6' 1'4" 1-4- 20'4 i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.001 H 999 240 B* 89 / 20 / 40 /- / 7 ILL: NA Cs: NA VERT(TL): 0.005 H 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL):-0.001 J - - B Min Brg Width Req = - HORZ(TL): 0.002 H Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 144 Bldg Code: FBC 2017 RES Max TC CSI: 0.189 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.097 Rep Factors Used: Yes Max Web CSI: 0.070 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.20 p.Sg O a•'JY` FATE OF i `r 0 278 ', S10NA1. 06/28/2018 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, handlingqs shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporary bracin per BCSI.. Unless noted oyherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properlyattachedrigidceilingLocationsshownforpermanentlateralrestraintofwebsshallhavebracinginstalledperBCSIsectionsB3, B7 or 910, as applicable. Apply plates to each faceof truss and position as shown above and on the Joinf-Details, unless noted otherwise. f7efer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the u wcavvu truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa a .. 6750 Forum Drive listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the desi n shown. The suifablllty Suite 305 anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.l inst.o ; SBCA: www.sbandust .com; ICC: —,iccsafe.org Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 614151 / T3 / COMN Cust: RR408 JRef: 1Wc74080001 i7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.0557.43062 Truss Label: B02 KM / WHK 06/28/2018 6' + 12' 6' 6' 4X4 C 12 6 B D 20'4" 4 F E 2X4(A 1) III 2X4 - 2X4(A 1) E— 1,4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 21.85 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 12' 6' 6' 6' 12' 1'4" -{ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.008 F 999 240 B 534 / 122 / 293 / - / 89 / 4.0 Lu: NA Cs: NA VERT(TL): 0.022 F 999 180 D 534 / 122 / 293 / - /- / 4.0 Snow Duration: NA HORZ(LL): 0.004 F - - Wind reactions based on MWFRS HORZ(TL): 0.007 F B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 D Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.284 Bearings B & D are a rigid surface. TPI Std: 2014 Max BC CSI: 0.327 Rep Factors Used: Yes Max Web CSI: 0.099 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:0(0)/O(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.20 B - C 364 -600 C - D 364 AS v ; AT F_ l° • ••' cC \4P•' • 0 27s ""%' S/0NAI 06/28/2018 600 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 480 -169 F - D 480 -169 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtentSafetyInformation, by TPI an c7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted olherwise,top chord shall have property attached structural sheathin and bottom chord shall have a proerlydrigidceilincl. Locations shown for permanent lateral restraint of webs shall have bracinq insilalled per BCSI sections B3, B7 or 910, cable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to is 160A-Z for standard plate positions. a division of ITW Buildin3gComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page. . this drawing indicates acceptance of pro) essronaT engineering responsibility solely for the design shown. The suifabrlrtyeofthiscawingforanystructureistheresponsibilityoftheuildingDesignerperANSI/TPI 1 5ec.2. ALNE All RWCQMPMIY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 21307 Ply: 1 SEON: 614150 / T35 / COMN Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Oty: 4 FROM: TH DrwNo: 179.18.0557.43094 Truss Label: B02A KM / WHK 06/28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 6' 12' 6' 6' 4X4 C 12 6 B D M 20'4" 2x4(Al) 1112X4 = zX4(Al f-1-4- Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B Mean Height: 21.85 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Sot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on MW FRS with additional C&C member design. 6' 6' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 12' 12' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.008 E 999 240 VERT(TL): 0.022 E 999 180 HORZ(LL): 0.004 E - - HORZ(TL): 0.007 E Creep Factor. 2.0 Max TC CSI: 0.289 Max BC CSI: 0.336 Max Web CSI: 0.100 VIEW Ver. 17.02.01A.1114.20 f F 0 278NA 06/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 540 / 124 / 293 I - / 77 / 4.0 D 448 / 92 / 233 / - / - / - Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-C 207 -619 C-D 221 -616 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 498 -124 E - D 498 -124 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlingg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byY TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporary bracin per BGSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilmq. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 810, as applicable. Apply plates to each face, of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Defer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the A W A truss in conformance with ANSI/TPI 1, or or handling, shipping, installation and bracing of.trussesA eal on this drawing or cover page, ability 6750 Forum Drivelistingthisdrawingindicatesacceptanceofpro) esslonal engineering responsibility solely for the design shown. The suitabili Suite 305anduseofthis9awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. ro Infnm,el ene I— "Wh nn 1 nnl n and Ih.— wnh cRl Al PINT- wunu 1l inrih. rn TPI: w tni-t urn: SBCA: vA sbClndustN.mm, ICC: W Jccsafe.olo Orlando FL, 32821 F b Number: 21307 Ply: 1 SEQN: 614149 / T34 / GABL Cust: RR408 JRef: 1Wc740800010 -C (MBRTray)/7510-C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.0557.43031 uss Label: B03 KM / WHK O6/28/2018 7'5" ir_ 2' —. TYP) 3'5" -{ =4X4E h- 1'4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 22.20 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14030ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 14'10" 14'10" 14'10' 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/O(0) Plate Type(s): WAVE 14'10' T5" Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.001 J 999 240 VERT(TL): 0.003 N 999 180 HORZ(LL): -0.001 N - HORZ(TL): 0.001 N Creep Factor: 2.0 Max TC CSI: 0.171 Max BC CSI: 0.065 Max Web CSI: 0.050 VIEW Ver. 17.02.01A.1114.20 V. VYV o :. ATE 0• 0 278NA1., 06/28/2018 1'4" —{ Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W B* 86 / 20 / 39 /- / 7 / 177 Wind reactions based on MWFRS B Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) f5 safety practices poor to performing these functions. Installers shall provide temporary r BCSI.. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly qid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 810, le. ADDTv Dlates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Ikefer to a division of ITW BuildinlCompongnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page. this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the desi n shown. The suiCablllty m o this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. ALPINE W rr. G)~ 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 614148 / T38 / COMN Cusl: RR408 JRef: 1 Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 3 FROM: TH DrwNo: 179.18.0557.43016 Truss Label: B04 I KM / WHK 06/28/2018 0 v 43 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " F - 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.20 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads based on MWFRS with additional C&C member design. T5" 14'10" T5" T5" r 4X4(R1) 14'10" T 5„ T5" 7'5" 14'10" v 20 4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.015 E 999 240 B 647 / 150 / 347 / - / 92 Lu: NA Cs: NA VERT(TL): 0.040 E 999 180 D 556 / 118 / 288 / - / - Snow Duration: NA HORZ(LL): 0.006 E - - Wind reactions based on MW FRS HORZ(TL): 0.011 E B Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 D Min Brg Width Reg = - Bldg Code: FBC 2017 RES Max TC CSI: 0.480 Bearing B is a rigid surface. TPI Std' 2014 Max BC CSI: 0.527 4.0 Rep Factors Used: Yes Max Web CSI: 0.126 Members not listed have forces less than 375# FT/RT:O(0)/0(0) Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.20 B - C 427 -786 C - D 454 -784 s V'.•••• O P 6, o §TATE CYF •; 0 278'Nss ONA 06/28/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 635 - 279 E - D 635 - 279 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byy TPI and SBCA) safety practices poor to performing these functions. Installers shall provide temporant _ bracing per BCSI.. Unless noted o7herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properrlly attached rigid ceiling Locations shown for Permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µN p truss in conformance with ANSIlITTPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 6750 Forum DriveIistingthisdrawingindicatesacceptanceofproTessionarengineeringresponsibilitysolelyforthedesinshown. The suiTability Suite 305anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.l insl.o : SBCA: www.sbcindust .com: ICC: —.iccsafe.org Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 614154 / T30 / GABL Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.0557.43093 Truss Label: C01 KM I WHK 06/28/2018 1 M VM 1 4733 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 6' + 12' 6' 6' 4' —i —4D4 TYP) Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS A14015ENC101014 & GBLLETIN0118 for gable wind bracing and other requirements. 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE IL Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.001 H 999 240 VERT(TL): 0.005 H 999 180 HORZ(LL): -0.001 H - - HORZ(TL): 0.002 H Creep Factor: 2.0 Max TC CSI: 0.189 Max BC CSI: 0.097 Max Web CSI: 0.070 VIEW Ver: 17.02.01A.1114.20 S Q b'••7 o:• VATE •; 06/28/201 s Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W B* 89 / 11 / 40 /- / 7 / 144 Wind reactions based on MWFRS B Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shippin installing. and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fbr safety I ractices poor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs.shall have bracing installed per BCSI sections B3, B7 or B10, _ as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to , drawings 16OA-Z for standA ardplatepositions. ALPINE Alpine, a division of ITW Build inc3Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the .pc truss in conformance with ANSI/l PI 1, or for handling, shipping, installation and bracing of.trussesA seal on this drawing or cover page 6750 Forum Drive I isting this drawing, indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability Suite For and use of this c7 awing for any structure is the responsibility of the Building Designer per ANSI(TPI 1 Sec.2.305 For more infonnatio_n see this iob's_ general notes page and these web sites: ALPINE: www.alpineitw.wm: TPI: www.tpinsLo ; SBCA: www.sbdndust .wm; ICC: ww J. safe.orq Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 614153 I T5 I COMN Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 2 FROM: TH DrwNo: 179.18.0557.43124 Truss Label: CO2 KM / WHK 06/28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 6' + 12' 6' 6' 4X4 C 12 6 co B D 10' E F t__0_ 2X4(A 1) 2X4 = 2X4(A 1) Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: 11 EXP: B 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: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional C&C member design. 12' 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 6' 12' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.008 F 999 240 VERT(TL): 0.022 F 999 180 HORZ(LL): 0.004 F - - HORZ(TL): 0.007 F Creep Factor: 2.0 Max TC CSI: 0.284 Max BC CSI: 0.327 Max Web CSI: 0.099 VIEW Ver: 17.02.01A.1114.20 V v. Yvv-ry i• o =; ATE 4 0R`0.` CC02,8 _... 06/28/2018 1'4" -i Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 534 / 63 / 296 / - / 85 / 8.0 D 534 / 63 / 296 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B & D are a rigid surface. Bearings B & D 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 364 - 600 C - D 364 - 600 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 480 -169 F - D 480 -169 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 .shipping, installing. and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, bVV TPI an r7 SBCA) fbr safety practices poor to performing these functions. Installers shall provide temporarybracinperBCS!.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattachedrigqidceillnq. Locations shown for permanent lateral restraint of webs shall have bracingq insTalled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face. oftrussand position as shown above and on the Joinf Oetails, unless noted otherwise. Defer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the . m 00 truss in conformance with ANSI/TPI 1, or for handlingq, shippinqq, installation and bracing of,trussesA seal on this drawing or cover paye , , 6750 Forum Drive listing this drawing, indicates acceptance of pro)t'essionafengineering responsrbilrty solely for the desr n shown. The suitability Suite 305 anduseofthisoawingforanystructureistheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. Orlando Suite 30 FL, 32821 m,..,, ... a .............. wee .h, ,,.h..,o..o .,,.e<. . and tha,.,,.oh i P Al PwF- w alnineilw.— TPI w tninst.oro: SBCA: w .sbcindusW.com; ICC: w .iccsafe.ortf Job Number: 21307 Ply: 1 SEQN: 614155 / T15 / EJAC Cust: RR408 JRef: 1Wc74080001 l 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 7 FROM: TH DrwNo: 179.18.0557.42984 Truss Label: EJ7 KM / WHK 0612812018 T Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " f ---- 1'4" Wind Criteria Wind Std: ASCE 7- 10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP # 2 Dense Bot chord 2x4 SP # 2 Dense Wind Wind loads based on MWFRS with additional C&C member design. 7' 7' Snow Criteria ( Pg, Pf in PSF) Pg: NA Ct: NA CAT: Nf Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/ 0(0) Plate Type(s): WAVE Additional Notes Provide ( 2) 16d common( 0.162"x3.5") toe -nails at top chord. Provide (2) 16d common( 0.162"x3.5") toe -nails at bottom chord. C Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT( TL): NA HORZ( LL): 0.013 D HORZ(TL): 0.023 D Creep Factor: 2.0 Max TC CSI: 0. 598 Max BC CSI: 0. 455 Max Web CSI: 0. 000 VIEW Ver: 17.02. 01A.1114.20 ATE . 49 ; : r 0 278 06/28/ 2018 23' 10"l 1 r o ih in v 20' 4" Maximum Reactions ( Ibs) Loc R / U / Rw / Rh / RL / W B 360 / 61 / 220 / - / 124 / 4.0 D 127 /- /84 /- /- /1. 5 C 169 /81 /67 I- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPIanc7SBCA) f F safety practices pnor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to ,q LPI N E drawings 160A-Z forstandardplatepositions. Alpine, a division of ITW Buildi,aComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µMom truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover pa e . , 6750 Forum Drive listing this drawing, indicatesacceptanceofpro-fessionai engineering responsibility solely for the design shown. The suitability and use of thisr7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 305 For more infomation see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.l inst.org; SBCA: www.sbdndustry.com: ICC: www.iccsafe.orq Orlando FL, 32821 Job Number: 21307 Ply: 1 I SEQN: 614162 / T37 / MONO Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.0557.43421 Truss Label: EJ7A KM / BAF 06/28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1112X4 B 12 6 0 A 20'4" C 1112X4f71 2X4(A 1) Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.43 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 pit at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 448 lb Conc. Load at 2.06, 4.06, 6.06 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Bite 7] W 2X4 S 2.25 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 7' 7' 7 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.029 C HORZ(TL): 0.053 C Creep Factor: 2.0 Max TC CSI: 0.766 Max BC CSI: 0.841 Max Web CSI: 0.273 VIEW Ver: 17.02.01A.1114.21 apS ON•`J ATE4 • 0 4 06/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 810 /199 I- /- /- /4.0 C 992 I235/- Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# 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, handlingq shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI and SBCA) fb safety practices pnor to performing these functions. Installers shall provide temporary bracin per 38SI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached riqid ceilinq. Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildincc Components Group Inc.. shall not be responsible for any deviation from this drawing,any failure to build the µv roves truss in conformance with ANSI/TPI 1, or for handlincl shipping, installation and bracing of.trussesA seal on this drawing or cover pa e , _ 6750 Forum Drive listingthisdrawingindicatesacceptanceofprofesstonaiengineeringresponsibilitysolelyforthedesinshown. The suitability Suite 305 anduseofthisgnawingforanystructureisfheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.l insLo ; SBCA: www.sbandusl .com; ICC: www.iccsafe.o Orlando FL, 32821 Job Number: 21307 7510 - C (MBR Tray) /7510 Truss Label: EJ7B Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber C (MBR Tray) -DAVID WEEKLY H Ply: 1 SEQN: 614163 / T40 I Qty: 1 1 FROM: TH 0 3X4[61 12 6 M O_ h A 20'4" D C 3X8 III3X6 3X4(A1) Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.43 ft TCDL: 4.2 psf BCDL: 5.0 psf MW FRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at 0.00 to 56 plf at 7.00 BC: From 10 plf at 0.00 to 10 plf at 7.00 BC: 556 lb Conc. Load at 1.06, 3.06, 5.06 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 61 W 3X4 1.25 R 1.50 Hangers / Ties J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 7' 4'0"5 4'0"5 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE 2'11"l1 7' Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.026 D 999 240 VERT(TL): 0.068 D 999 180 HORZ(LL): 0.013 D - - HORZ(TL): 0.023 D Creep Factor: 2.0 Max TC CSI: 0.652 Max BC CSI: 0.907 Max Web CSI: 0.602 VIEW Ver: 17.02.01A.1114.21 IIIII oJGSg O a•'JY` 3 u u. vrry 8 • r ATE C O 0 2s 06/ 28/2018 Cust: RR408 JRef: 1Wc74080001 DrwN o: 179.18.0557.43389 KM / BAF 06/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W A 1193 /285 /- /- /- /4.0 C 934 /229(- Wind reactions based on MWFRS A Min Brg Width Reg = 1.5 C Min Brg Width Reg = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 298 -1247 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - D 1044 - 229 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - B 1579 - 342 B - C 223 - 841 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building ComponentSafetyInformation, by TPI an SBCA) fb saTety practices poor to performing these functions. Installers shall provide temporarryv bracing per BCSI. Unless noted ci herwise,top chord shall have properly attached structural sheathin and bottom Chord shall have a properly attachuld rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing ins alled per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joinf`Details, unless noted otherwise. Refer to ALPINE drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Build inlComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ,, Co,,,,, truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing oftrussesA seal on this drawing or cover page 6750 Forum Drive listing thisdrawingindicatesacceptanceofpro7esslonarengineeringresponsibilitysolelyforthedesignshown. The suitability Suite 305 and useofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 5ec.2. For moreinfonnation see this job's general notes page and these web sites: ALPINE: w .alpineMxom; TPI: w .tpinstorg; SBCA:—sbanduslry.com; ICC:—.iccsafe.org Orlando FL, 32821 Job Number: 21307 I Ply: 1 SEQN: 614161 / T43 / EJAC Cust: RR408 JRef: 1WC74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 3 FROM: TH DnvNo: 179.18.0557.43422 Truss Label: EJ7T KM / BAF 06/28/2018 O in Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" 2 4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h CSC Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Wind Wind loads based on MWFRS with additional CSC member design. 4'9"4 4'9"4 2'5"4 4'9"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. 7' 2712 F 2712 7, —1 Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.1531 536 240 V E RT (T L) : 0.408 1 293 180 HORZ(LL): 0.076 H - - HORZ(TL): 0.139 H Creep Factor: 2.0 Max TC CSI: 0.600 Max BC CSI: 0.473 Max Web CSI: 0.099 VIEW Ver: 17.02.01A.1114.21 V' r a• 0Ooolr•`•0 O. 040 a 1 • • if • • S • o •; ATE 0 278 OLN 06/28/2018 23'10"11 N in v 21'4" T 1 2U4„ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 360 / 28 / 220 / - / 92 / 4.0 G 132 /19 /90 /- /- /1.5 F 117 /28 /61 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = - F Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricating, handling, shipping, in%alling,and bracing.. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, by TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary r BGSt. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom hord shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, B7 or 810, fle. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. f2efer to 60A-Z for standard plate positions. Alpine, a division of ITW BuildingCompongnts truss in conformance with ANSI 1, or for f listing this drawing indicates acceptanceanduseofthisgnawingforanystructure from this drawing,any failure to build the seal on this drawing or cover page for the design shown. The suitability ALPINENE r CQ~ 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 614156 / T16 / JACK Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 4 FROM: TH DrwNo: 179.18.0557.43452 Truss Label: CJ1 KM / BAF 06/28/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1 12 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 20.60 it TCDL: 4.2 psf BCDL: 5.0 psf MW FRS 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. C T 20'10"11 M o 20'4" Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL):-0.000 D HORZ(TL): 0.000 D Creep Factor: 2.0 Max TC CSI: 0.198 Max BC CSI: 0.025 Max Web CSI: 0.000 VIEW Ver: 17.02.01A.1114.21 ATE 0 278 ,.NAt,,ae 06/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 201 /56 /137 /- /32 /4.0 D 9 /10 /15 /- /- /1.5 C -36 / 36 / 24 / - / - / 1.5 Wind reactions based on MW FRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reVre extreme care in fabricating, handlingshipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices poor to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f efer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildin3Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the N, a r,,,,,. truss in conformance with ANSI/ PI 1, or or handling, shipping, installation and bracing of.trussesA Seal on this drawing or cover page , , 6750 Forum DrivelistingthisdrawingindicatesacceptanceofproTesstonalengineeringresponsibilitysolelyforthedesinshown. The sui£abilityanduseofthisyawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 305 For mare information see this job's general notes page and these web sites: ALPINE: www.al ineitw.corn: TPI: www.l insl.o ; SBCA: www.sbcindust .corn: ICC: wwwJcrsafe.orq Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 614157 / T36 I JACK Gust: RR408 JRef: 1 Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qly: 2 FROM: TH DrwNo: 179.18.0557.43357 Truss Label: CJ3 KM / BAF 06/28/2018 V3 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1'4" Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.10 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense 3' 3' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NF Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. T Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D HORZ(TL): 0.001 D Creep Factor: 2.0 Max TC CSI: 0.225 Max BC CSI: 0.068 Max Web CSI: 0.000 VIEW Ver. 17.02.01A.1114.21 v v. v-ry 7C i / • ATE • ry,,''`,Fss ••OR • N r 0 278 '114U.— 06/28/2018 21'10"11 to r- to N 20'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 222 /45 /141 /- /62 /4.0 D 50 /- /36 /- /- /1.5 C 59 /28 /20 I- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlingq shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component S fety Information, byY TPI anc] SBCA) fb safety practices pnor to performing these functions. Installers shall provide temporary _ bracin per 38SI.. Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom hord shall have a properly attach d rigid ceilmq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC9I sections 63, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f efer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µW truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of,trussesA seal on this drawing or cover page , , 6750 Forum Drivelistingthisdrawingindicatesacceptanceofpro) essronag engineering responsibility solely for the desi n shown. The suitability Suite 305anduseofthisgnawingforanystructureistheresponsibilityiothebuildingDesignerperANSI/TPI 1 Sec.2. Orlando FL. 32821 F.,..n.o Mfnanatinn coo thic inh•s nanaral nntas nano and thane weh sites ALPINE: www.alnineirw.corn: TPI: www.loinstom: SBCA: www.sbcindusW.com; ICC: vn Jccsafe.org Job Number: 21307 Ply: 1 SEQN: 541948 / T14 JACK Cust: R408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 2 FROM: TH DrwNo: 179.18.1032.27710 Truss Label: CJ3T KM / OF 06/28/2018 T 0 1 1'10"12 2'4" 111'10"12 5"4 2X4(A1) 1'4" 1'10"12 5"4 f-- 1'10"12 1 2'4' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 21.loft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 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 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 21'10"11 TT p TN 20'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (tbs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.005 E 999 240 B 221 / 45 / 139 I - / 62 Lu: NA Cs: NA VERT(TL): 0.013 E 999 180 D 73 / 27 / 34 / - / - Snow Duration: NA HORZ(LL): 0.002 C - - Wind reactions based on MWFRS HORZ(TL): 0.004 C B Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor: 2.0 D Min Brg Width Reg = - Bldg Code: FBC 2017 RES Max TC CSI: 0.215 Bearing B is a rigid surface. TPI Std: 2014 Max BC CSI: 0.037 W 4.0 1.5 Rep Factors Used: Yes Max Web CSI: 0.030 Members not listed have forces less than 375# FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1115.21 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide(2) 16d common(0.162"x3.5") toe -nails at top chord. E3 FATE OF 0 278 ONAL, 06/28/2018 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, handling shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S fety Information, by TPI an a SBCA) handling safety ractices poor to performing these functions. Installers shall provide temporardy bracing per B SI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom &hord shall have a proge y attached dgid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf-Details, unless noted otherwise. tefer to , q LPI N Edrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Compongnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the N W A4PNlY truss in conformance with ANSI/TPI 1, or for handling, shipping installation and bracing of.trussesA seal on this drawing or cover page , , 6750 Forum DrivelistingthisdrawingindicatesacceptanceofproTessionar'engineenny responsibility solely for the desi n shown. The sui£ability and use o this r7 awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this lob's general notes page and these web sites: ALPINE: —.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .c0m;_I_CC: www.iccsafe.org Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 614158 / T31 / JACK Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Oty: 2 FROM: TH DrwNo: 179.18.0557.43329 Truss Label: CJ5 KM / BAF 06/28/2018 T Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 1 r4n Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 21.60 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense X 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): 0.004 D HORZ(TL): 0.007 D Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.264 TPI Std: 2014 Max BC CSI: 0.223 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver. 17.02.01A.1114.21 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. 7ATE OF O. 0 OOR` . P.` 0 27$LOnteat11110110 06/28/2018 221011 M O In CV r- In M 20'4" Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 288 / 51 / 179 / - / 92 / 4.0 D 89 /- /58 /- I- /1.5 C 116 /54 /45 /- I- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg, handlingq shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) fbr safety practices poor to performing these functions. Installers shall provide temporary bracin per BCSI.. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigid ceillnq Locations shown for permanent lateral restraint of webs shall have bracinq ins sled per BCSI sections B3, 87 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f efer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildinlComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the * rtrussinconformancewithANSIgPl1, or for handling, shipping, installation and bracing of,trussesA eal on this drawing or cover page ..Ty 6750 Forum Drivelistingthisdrawingindicatesacceptanceofpro-fessionai engineering responsibility solely for the desi n shown. The sui atilt Suite For and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes paqa and these web sites: ALPINE: w al ineitw.com: TPI: vnvw.t inst.o ; SBCA: v .sbdndust .com; ICC:—.iccsafe.org Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 614160 I T13 /JACK Cusl: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 2 FROM: TH DrwNo: 179.18.0557.43343 Truss Label: CJ5T KM / BAF 06/28/2018 T T Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 139 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: B Des Ld: 37.00 Mean Height: 21.60 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 2-4" 2'4" 2,8„ 5' 22'10"11 T 1 T `n 21,4" CD 1 20,4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL W Pf: NA Ce: NA VERT(LL): 0.058 G 999 240 B 288 / 51 / 179 / - / 92 4.0 Lu: NA Cs: NA VERT(TL): 0.153 G 552 180 F 60 /- / 39 / - /- 1.5 Snow Duration: NA HORZ(LL): 0.030 F - - E 134 / 55 / 63 / - / - 1.5 HORZ(TL): 0.054 F Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Reg = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.381 F Min Brg Width Reg = - TPI Std: 2014 Max BC CSI: 0.088 E Min Brg Width Reg = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.063 FT/RT:0(0)/O(0) Members not listed have forces less than 375# Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.21 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide (2) 16d common(0.162"x3.5") toe -nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. ow•5 z -o ATE C ORO ." ohyO F • '• ... - 0 278y ONAuLu t(A 06/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handlingshipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI SBCA) r safety practices poor to performing these functions. Installers shall provide temporary brawn per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach d rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. iri i,orrorr acceptance any structure from this drawing,any failure to build the Seal on this drawing or cover page or the design shown. The suitability ALPINE H1fIM' O7fAPH1Y 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 614165 / T44 / HIP_ Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.0557.43327 Truss Label: HJ7 KM / BAF 06/28/2018 5'3"5 9110"1 5'3"5 4'6"l1 23'10"6 12 2X44.24 p C v ih inv B a3 20'4" 1 A FE 2X4(A1) = 3X4 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber E-1,10"10 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22.09 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 tt GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Special Loads Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 plf at -1.89 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1.89 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -22 lb Conc. Load at 1.41 TC: 118 lb Conc. Load at 4.24 TC: 232 lb Conc. Load at 7.07 BC: 17 lb Conc. Load at 1.41 BC: 100 lb Conc. Load at 4.24 BC: 177 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 9,6„ 96, 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Additional Notes Provide (2) 16d common(0.162"x3.5")toe-nails at top chord. Provide (3) 16d common(0.162"x3.5") toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.024 F 999 240 VERT(TL): 0.092 F 999 180 HORZ(LL): 0.010 F - - HORZ(TL): 0.023 F Creep Factor. 2.0 Max TC CSI: 0.482 Max BC CSI: 0.847 Max Web CSI: 0.257 VIEW Ver. 17.02.01A.1114.21 i Q. A5403 • r - 3 • s ,Q :• ATE 9.'••' cC OR P''',' 0 27R° NySS..ONAI...' 06/28/2018 Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL IW B 318 /143 /- /- I- 14.9 E 343 /61 /- /- /- /1.5 D 56 /25 /- /- I- /1.5 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 E Min Brg Width Reg = - D Min Brg Width Reg = - Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - C 201 - 477 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - F 474 -172 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 187 -515 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, handlinqg shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) handling, safetypractices pnor to performing these functions. Installers shall provide temporary bracin per BGSI. Unless noted o, herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10, _ as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. tefer to ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the ,waWcawrm truss in conformance with ANSI/TPI 1, or for handling, shlppinq, installation and bracing of,trussesA seal on this drawing or cover pa a .. 6750 Forum Drive listingthisdrawingindicatesacceptanceofproTessionaJengineeringresponsibilitysolelyforthedesinshown. The suiTabiI4 Suite 305 anduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. For more information see this' b's general notes page and these web sites: ALPINE: -.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindusl .corn; ]CC: -.Iccsafe.org Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 541951 / T25 HIP_ Cust: R408 JRef: 1 Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.1032.29730 Truss Label: HJ7T KM / DF 06128/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37. 00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1. 25 Spacing: 24.0 " Lumber 2X4(A1) " 4" 2 2' 10"2 1 6'73 4" 2 3' 2"14 19110"1 Wind Criteria Wind Std: ASCE 7-10 Speed: 139 mph Enclosure: Closed Risk Category: II EXP: B Mean Height: 22. 42 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1. 60 Top chord 2x6 SP SS Bot chord 2x4 SP #2 Dense Webs 2x4 SP # 3 Special Loads Lumber Dur.Fac.= 1.25 / Plate Dur.Fac.=1.25) TC: From 2 plf at 0.00 to 2 pif at 9.84 BC: From 2 plf at 0.39 to 2 plf at 9.84 TC: -22 lb Conc. Load at 1.41 TC: 146 lb Conc. Load at 4.24 TC: 269 lb Conc. Load at 7.07 BC: 17 Ib Conc. Load at 1.41 BC: 120 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0( 0)/0(0) Plate Type(s): WAVE Additional Notes Provide ( 2) 16d common(0.162"x3.5")toe-nails at top chord. Provide (2) 16d common(0.162"x3.5") toe -nails at bottom chord. Defl/CSI Criteria PP Deflection in loc LJdefl L/# VERT(LL): 0. 188 G 628 240 VERT(TL): 0. 531 G 328 180 HORZ(LL): 0. 073 F - - HORZ(TL): 0. 139 F Creep Factor. 2. 0 Max TC CSI: 0.522 Max BC CSI: 0.538 Max Web CSI: 0.069 VIEW Ver. 17. 02.01A.1115.21 piMs A TE i• is` o•'••COR` OP•' \ OF 0 278 ' IO Aw t t 06/28/ 2018 0 23' 10" 6 T io N 1 T 21, 4„ 2o'a° Maximum Reactions (Ibs) Loc R /U / Rw /Rh /RL /W A 254 /116 /- /- /- / 4.9 F 125 I- / 6 I- !- /1.5 E 284 l97 /- I- /- /1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 F Min Brg Width Req = - E Min Brg Width Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) fd safety practices poor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BC 1 sections B3, B7 or 810, as applicable. ApplyplatestoeachfaceoftrussandpositionasshownaboveandontheJoinf-Details, unless noted otherwise. kefer to ALPINE drawings 160A- Zforstandardplatepositions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the , a truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA seat on this drawing or cover pa e , , 6750 Forum Drive listing this drawing, indicates acceptance of pro-fessionaT engineering responsibility solely for the desi n shown. The sui£ability and use ofthisr7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbcindust .com; ICC: www.itcsafe.onl Orlando FL, 32821 Job Number: 21307 Ply: 3 SEQN: 615782 / T39 FLAT Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY City: 1 FROM: TH DrwNo: 179.18.0557.43498 Truss Label: FG1 KM / WHK 06/28/2018 K 3 Complete Trusses Required 27' 4'1"11 6'5"3 8'5"3 10'5"3 12'8"10 14'8"6 16'10"6 27' 1'11"12 2'3"8 2' 2' 2'3"8 1'11"12 22" 4X6 4X6[5] III2X4 =3X4 =5X6 3X4 1112X4 4X6[20] =4X6 A B C D E F G HH I T a 1 III3X4 =4xb =OAO IIIZA4 =JAO IIIZA'+ =0AUL IZIJ =YnV 1 1'10"4 21 12 1 r 111014' i 3,11"15—r-- Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA 16'10"6 410' J 1113X4 2'3"8 2'1"12 21"12 1 2'5"4 1 2' 1 110"4 1 6'3"7 + 8'5"3 ' 10'6"15 T 13'0"2 r 15'0"2 f 16'10"61 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Lcc R / U / Rw / Rh / RL W R 4297 / - / - I - / - 8.0Pf: NA Ce: NA VERT(LL): 0.442 E 458 360 Lu: NA Cs: NA VERT(TL): 0.773 E 333 240 J 4865 / - I - / - / - 4.9 Snow Duration: NA HORZ(LL): 0.059 A R Min Brg Width Req = 1.7 HORZ(TL): 0.081 A Creep Factor: 2.0 Max TC CSI: 0.936 J Min Brg Width Req = 1.9 Bearings R & J are a rigid surface. Bearing R requires a seat plate. Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:O 0 /0 0 Max BC CSI: 0.944 Max Web CSI: 0.720 Members not listed have forces less Maximum Top Chord Forces Per Chords Tens.Comp. Chords than 375# Ply (Ibs) Tens. Comp. Plate Type(s): WAVE A-B 0 -2499 E-F B- C 0- 5486 F- G 0 -6618 0- 5584 VIEW Ver:17.02.01A.1114.21 Lumber C-D 0-5591 G-H 0 -5491 Top chord 2x4 SP #1 Dense D - E 0 -6618 H - 1 0 - 2523 Bot chord 2x6 SP #2 :B2 2x6 SP SS: Webs 2x4 SP #3 :W2, W4, W12, W14 2x4 SP #2 Dense: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 2.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 5] W4X6 2.75 L 1.25 [19) W3X6 4.75 R 1.50 20] W 4X6 2.75 R 1.25 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. r ATE ORO 0 27s°' S/QNA. E* 06/28/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp Q- P 2968 0 N- M 5681 0 P- 0 5591 0 M- L 5584 0 O-N 5685 0 L-K 3012 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A- R 0 -1336 N- F 1040 - 24 A- Q 2801 0 F- M 0 - 643 Q-B 0 -1612 G-L 0 -621 B- P 2834 0 L- H 2791 0 P-C 0 -700 H-K 0 -1680 O-D 0 -621 K-1 2821 0 D- N 1035 - 25 I- J 0 -1507 E-N 0 -513 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq, handlingq shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (BuildingComponentSfetyInformation, byy TPI ang SBCA) fbr safety practices poor to performing these functions. Installers shall provide temporarybracinper38SI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing iris sled per BCSI sections B3, 67 or B10, _ as applicable. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. LPPII NN t Alpine, a division of ITW Buildi,,$gComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the Hmvcawr« truss in conformance with ANSI 1, or for handlingq,, shlppinqq, installation and bracing of trussesA peal on this drawing or cover page , , 6750 Forum DriveIistingthisdrawingindicatesacceptanceofproTessionaTengineeringresponsibilitysolelyforthedesinshown. The suifabillty Suite 305anduseofthisdrawing, for any structure is fhe responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.l insl.o ; SBCA: www.sbdndusl .corn: ICC: —Joasafe.org Orlando FL, 32821 Job Number: 21307 Ply: 2 SEQN: 541961 / T22 FLAT Cust: R408 JRef: 1Wc74080001 7510 - C (MBR Tray) 7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DnvNo: 179.18.1032.31747 Truss Label: FG2 KM / DF 06/28/2018 2 Complete Trusses Required 2'8"14 5'4"1 7'11"3 10'6"6 13'3"4 2'8"14 272 27"2 272 2'8"14 III2X4 =4X6 1112X4 III2X4 4X6 III2X4 A B C D E F T 10, J I H K G 4X6[3] = 3X6 3X6 4X6[12] 5'2"5 5'2"5 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 0.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 3.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 pif at 13.27 BC: From 5 plf at 0.00 to 5 plf at 13.27 TC: 818 lb Conc. Load at 2.00, 6.00, 8.00,10.00 12.00 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 31 W4X6 S 1.50 [12] W4X6 S 1.50 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. 13'3"4 2'10"10 8'0"15 Snow Criteria (P9,Pf in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.181 D 880 360 Lu: NA Cs: NA VERT(TL): 0.317 D 640 240 Snow Duration: NA HORZ(LL): 0.024 G - - HORZ(TL): 0.033 G Code I Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.616 TPI Std: 2014 Max BC CSI: 0.643 Rep Factors Used: Yes Max Web CSI: 0.840 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1115.21 iATE y.• •, OR`90-0- k, g, 3 0 278 Z S 6NA1- 06/28/2018 5'2"5 13'3"4 Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W J 2112 /- I- /- /- /7.3 K 2707 /- /- /- /- /6.0 J Min Brg Width Reg = 1.5 K Min Brg Width Reg = 1.6 Bearings J & K are a rigid surface. Bearing J 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 B-C 0 -3913 D -E 0 -3897 C - D 0 - 3979 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J- 1 2563 0 H- G 3015 0 I- H 3979 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J -B 0-2691 D-H 0 -543 B- 1 1450 0 H- E 947 0 1 - C 0 -434 E-G 0 -3161 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f) safety practices poor to performing these functions. Installers shall provide temporary _ bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BC I sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the r, Q,,,,,,, truss in conformance with ANSIfTPI 1, or for handling, shipping, installation and bracing of trussesA Seat on this drawing or cover page .. 6750 Forum Drivelistingthisdrawingindicatesacceptanceofprofessionarengineeringresponsibilitysolelyforthedesignshown. The suifabllltyanduseofthisgnawingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 305 For more information see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: w .t inst.o ; SBCA: www.sbctndusl .00m; ICC: -imsafe.org Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 615779 / T20 / SY42 Cust: RR408 JRef: 1 Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Oty: 3 FROM: TH DrwNo: 179.18.0557.43560 Truss Label: F1 KID / BAF 06/28/2018 97 10'[4 23'6"4 24'" 29'10"8 _I f 9'3' 1'3" 13' 13V 2 5'4"8 I1'3"A 2'6"12 —{— 2'6"12 2'6"12 —+— 2'6"12 2'6"12 --}^ 2-6.12 --}— 2'6"12 2'6"12 W=3X4 3X8 =3X4 =3X4=3X10[16] =4X6 3X4f24] A B C D E F G H I J K L M till O I4 10, W 3X6 =3X [6] =3X4 =3X10 =W 3X4 =4X10 3X6 =3X4 =3X4O 164" 11'6"8 29' 10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Z 905 / - / - / I - / 7.3TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.253 E 856 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.492 E 609 240 T 1937 / - / - / - I - / 5.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.040 B - - Q 551 / - / - / - I - / 7.3 Des Ld: 55.00 EXP: NA HORZ TL : 0.056 B Z Min Brg qWidthRe 1.5 Code I Misc CriteriaNCBCLL: 10.00 Mean Height: NA It Creep Factor. 2.0p T Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.914 Q Min Brg Width Req = 1.5 Bearings Z, T, & Q are a rigid surface. Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0738 Bearings Z & Q require a seat plate. Spacing: 24.0 " C&C Dist a: NA R Rep Factors Used: No Max Web CSI: 0.780 Loc. from endwall: NA FT/RT:0(0)/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. 17.02.01A.1114.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B- C 0 -2620 H- I 0 -1942 Top chord 4x2 SP #2 Dense C - D 0 -2620 I - J 1799 0 Bot chord 42 SP #1 Dense :132 42 SP #2 Dense: D - E 0 -2860 J - K 1799 0 Webs 42 SP #3 E - F 0 -2857 K - L 374 -1069 F- G 0 -1942 L- M 363 -1082 Plating Notes G - H 0 -1942 M - N 357 -1078 All plates are 1X3 except as noted. Plate Shift Table Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite Z - Y 1592 0 U - T 505 -183 61 W3X6 3.00 L 1.25 (16] W3X10 5.50 R 1.25 Y - X 2980 0 T - S 450 -936 24] W3X4 2.25 R 1.25 X - W 2857 0 S - R 1082 -363 W- V 2852 0 R- Q 864 -78 Deflection V - U 505 -183 Max JT VERT DEFL: LL: 0.25" DL: 0.27". See detail DEFLCAMB1014 for camber recommendations. 4 7 . ..• Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. pAdditionalNotes O .. ••• / 2x6 continuous strongback. See detail Q •, \ S •• Z - B 0 -1769 V - 1 1638 0 STRBRIBR1014 for bracing and bridging 4' v ' B - Y 1137 0 I - T 0 - 2221 recommendations. • Y-D 0 -398 T-K 0 -1518 Deflection estimate assumes composite action with Q, 1548 ; D - X 217 -421 K - S 1016 0 single layer of the appropriate span rated glue -nailed F - V 0 -1129 N - Q 86 -960 wood sheathing. Webs are square cut except dbl diagonals or as '_ s qTEotherwiseshown. ' • C Truss must be installed as shown with top chord up. . : • ZrA 27 NA 06/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses repqire extreme care in fabricating, handling shipping installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, byv TPI and SBCA) Mb safety practices poor to performing these functions. Installers shall provide temporary braclnq per BCSI. Unless noted olherwlse,top chord shall have properly attached structural sheathinq and bottom Chord shall have a properly910, attached rigid ceilmq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or Apply to each face of truss and as shown above and on the Joinf-Details, unless noted otherwise. kefer toasapplicable. plates position drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildin$Components Group Inc.• shall not be responsible for any deviation from this drawing,any failure to build the u nwcawrwr truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA eat on this drawing or cover page. , 6750 Forum DriveforthedesiThelistingthisdrawingindicatesacceptanceofrogessionaQengineeringgresponsibilitysolelynshown. and use of this gnawing for any structure is the responsibility of the 6uitding Designer per ANSI/TPl 1 Sec.2. suitability Suite 305 Orlando FL, 32821Formoreintonationseethislob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.t inst.o : SBCA: www.sbcindust .corn; ICC: —.iccsafe.orcj Job Number: 21307 Ply: 1 SEQN: 145333 / T2 / SY42 Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.0557.43218 Truss Label: F1G KM / WHK 06/28/2018 T4"8 29'10"8 5'4"8 2' 22'6" 2'6" -i 2'6"12 3 1'6"4 g I 2'6"12 -" i----'i f - 2.3.4 _+_ 2.3•4 _+- 2•3"4 _i•'_ 2'3.4 _,+._ 2'3"4 -+- 2'3"4 -i-'- 2'3"4 I III 1 X3 III 1 X3 = 4X6 = 3X4 III 1 X3 1X3 IIIIIX3 Ill 1X3 W=3X4 =3X4 =5X8=5X6_[18=W=3X4 =W=3X4 m5X8[26] 1X3 A B C D E F G H I J KK L M N O P Q R S Ia• AAA1X3 W2] 3X4 =3X4 3X10[1=W 3X4 =-3X10[17] =3X8 =1X3 4X6[29] 11'6"4 18'4"4 f 29' 10"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W AC 750 /. / - / - / - / 7.3TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): -0.240 M 905 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): -0.419 M 999 240 Z 1523 / 140 / - / - / - / 6.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.034 U - - U 618 / 1604 / - / - / - / 7.3 Des Ld: 55.00 EXP: NA HORZ TL : 0.047 U AC Min Br Width Re 1.5gq = Code / Misc CriteriaNCBCLL: 10.00 Mean Height: NA k TCDL: NA psf Creep Factor. 2.0 Z Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.929 U Min Br Width Re 1.59q = Load Duration: 1.00 MW FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.717 Bearings AC, Z, 8 U are a rigid surface. Bearings AC 8 U require a seat plate. Spacing: 24.0 " C&C Dist a: NA k Re Factors Used: YesP Max Web CSI: 0.810 Loc. from endwall: NA FT/RT:0(0)/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. 17.02.01A.1114.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes B - C 0 -1985 J - K 2155 -1411 Top chord 42 SP #2 Dense 2x6 continuous strongback. See detail C - D 0 - 2000 K - L 3866 - 2152 Bot chord 4x2 SP #2 Dense STRBRIBR1014 for bracing and bridging D - E 0 -1994 L - M 3866 - 2152 Webs 4x2 SP #3 :W20 4x2 SP #2 Dense: recommendations. E - F 750 -1136 M - N 3866 -2152 Special Loads Deflection estimate assumes composite action with F - G 750 -1136 N - 0 3866 - 2152 single layer of the appropriate span rated glue -nailed G - H 750 -1136 O - P 3121 -1682 Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) wood sheathing. H - 1 753 -1140 P - Q 3121 -1682 TC: From 100 plf at 0.00 to 100 plf at 15.12 Webs are square cut except dbi diagonals or as 1-1 2155 -1411TC: From 50 plf at 15.12 to 50 plf at 29.63 otherwise shown. BC: From 10 plf at 0.00 to 10 plf at 13.63 BC: From 5 plf at 13.63 to 5 plf at 29.63 Negative reaction(s) of -1604# MAX. from a non -wind Maximum Bot Chord Forces Per Ply (Ibs) TC: 26 lb Conc. Load at 15.12,17.12,19.12,21.12 load case requires uplift connection. See Maximum Chords Tens.Comp. Chords Tens. Comp. 23.12,25.12,27.12,29.12,29.60 Reactions. Truss must be installed as shown with top chord up. AC -AB 1271 0 Y - X 517 - 382 Plating Notes AB -AA 2000 0 X - W 1911 -3313 All plates are 3X6 except as noted. AA- Z 1869 0 W - V 2053 - 3800 f 4/A Plate Shift Table Z - Y 517 - 382 V - U 985 -1873 J F 14 4 JT Plate Chord JT Plate Chord [V•••••O ° °••••• !/L Maximum Web Forces Per Ply (Ibs) No Size Shift Bite No Size Shift Bite OVV••`, S •• Webs Tens.Comp. Webs Tens. Comp. 12] W3X10 4.00 L 1.25 [17] W3X10 4.00 R 1.25 J v • 18] W 5X6 2.75 R 2.75 [26] W 5X8 4.75 R 2.75 • / ° AC- B 0 -1413 X - K 1297 - 560 29] W 4X6 0 1.50 0. $ B -AB 793 0 K - W 269 - 619 AA- E 721 0 O - V 761 - 416 i# E- Z 0 -1277 V- Q 780 -1398 a • i Z-1 1701 -1419 Q-U 2147 -1113 I - X 1001 -1986 S - U 523 -86 cvr9 • PO 278 uant>yupauw a 06/28/2018 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, handlingg shipping, Component Safety Information, bV TPI SBCA) fb installing and bracing. Refer to and follow the latest edition of BCSI (Building and safety practices poor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted oyherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attach tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and as shown above and on the Join Details, unless noted otherwise. kefer toposition drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW BuildincL4Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µ,TM,e q,,,,, truss In conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of trussesA eal on this drawing or cover pa a .. 6750 Forum DriveIistingthisdrawingqindicatesacceptanceofpro-fessionaranduseofthisr7awingforanystructureistheresponsibilityengineering responsibility solely for the desi n shown. The suitabilityofthebuildingDesignerANSIfPI1Sec.2. Suite 305per For more infonnabon see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insl.o : SBCA: www.sbcindust .corn; ICC: -.iccsafe.orq Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 615769 / T11 / SY42 Cusl: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 6 FROM: CH DrwNo: 179.18.0557.43514 Truss Label: F2 KM / WHK 06/28/2018 97 423'0"12 97 1'3"8 12'6"4 1712 F^ 2'6"12 --1 2'6"12 2-6.12 --}-- 2-6.12 --{-- 2-6.12 --}-- 1-10" -{ W =3X4 3X8[4] =3X4 =3X4 =3X10 =3X4 =3X4 A B C D E F G H I J K L T a c 10 S N 3X6 =3X8[61 =3X4 =3X8[141 =W=33X4 =3X10[181 =3XX4 1874 4'5"8 -{ 23'0"12 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.258 F 842 360 V 971 / - / - I - / - / 7.3 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.518 F 565 240 P 1667 / - / - I - / - / 6.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.040 B - - V Min Brg Width Req = 1.5 EXP: NA HORZ : 0.060 B P Min Brg Width Req = 1.5DesTL ) 00 Mean Height: NA It( Bearings V & P are a rigid surface. L: Code I Misc Criteria Creep Factor. 2.0 9NCBCL1000TCDL: NA psf Soffit: 2.00 CBldg Code: FBC 2017 RES Max TC CSI: 0.652 Bearing V requires a seat plate. BDL: NA psf BCLoad Duration: 1.00 FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.733 Members not listed have forces less than 375# Spacing: 24.0 " C&C Dist a: NA k Rep Factors Used: No Max Web CSI: 0.734 P9 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:0(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1114.21 B - C 0 -2896 G - H 73 -2649 C - D 0 -2896 H - 1 73 - 2649 Lumber D- E 0 -2896 I- J 1226 0 Top chord 4x2 SP #2 Dense E - F 0 -3386 J - K 1226 0 Bot chord 42 SP #1 Dense :B2 4x2 SP #2 Dense: F - G 0 -3386 K - L 457 0 Webs 4x2 SP #3 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. All plates are 1X3 except as noted. V- U 1727 0 R- Q 1347 - 595 Plate Shift Table U - T 3403 0 Q - P 1347 -595 JT Plate Chord JT Plate Chord T - S 3386 0 P - O 0 -479 No Size Shift Bite No Size Shift Bite S - R 3383 0 41 W3X8 4.25 L 1.25 [ 61 W3X8 3.50 L 1.25 14] W3X8 4.00 R 1.25 (181 W3X10 3.50 R 1.25 Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. 2x6 continuous strongback. See detail tf 7ly V - B 0 -1919 R - 1 1540 0 STRBRIBR1014 for bracing and bridging Fs 4iy B U 1292 0 1 - P 0 -2152 recommendations. . ••'• l U - E 48 -561 P - K 0 -901 Deflection estimate assumes composite action with ••• S •• 'f E - T 317 - 426 O - L 0 - 503 layer the rated -nailed Q •• 0 singleofappropriatespanglue • G - R -1141 wood sheathing. This truss spaced @ 24.0" oc supports additional ; 0 648 ' concentratedloadatrightendfrom3.00' stud wall . • 13. 75 PSF) supporting 0-0-0 roof spans with 0-M overhang. Roof load: 20.00 psf LL and 17.00 psf DL. $ ; Webs are square cut except dbl diagonals or as ATE ' y otherwiseshown. Truss be installed shown with top chord up. mustas4 Q• •' OR • •`` r ONAt- 027a111" UMwwtt t'` 06/ 28/201 s WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shipping installing and bracing. , Refer to and follow the latest edition of BCSI (Building ComponenfSfetyInformation, by TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporary bracin per 38SI, Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 910, attachedrigidceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or Apply to each face of truss and as shown above and on the Joint9Details, unless noted otherwise. kefer to asapplicable. plates position drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildin4Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the .nrwmwwr truss in conformance with ANSI 4PI 1, or for handling, shipping, installation and bracing of trussesA Seal on this drawing or cover pa e .. 6750 Forum Drive drawing, listingthisdrawingindicates acceptance of pro esslona engineering responsibility solely for the desl n shown. The sui ablhty Suite 305 for is the the Building Designer ANSIffPI 1 Sec.2. anduseofthisanystructureresponsibilityofperFor more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.wm: TPI: www.t insl.o ; SBCA: www.sbandusl .com: ICC: wwwJccsafe.omi Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 615774 / T12 / SY42 Cust: RR408 JRef: 1 W04080001 7510 - C (MBR Tray)17510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: CH DrwNo: 179.18.0557.43546 Truss Label: F2A KM 1 WHK 06/2812018 8' 8' 2.6.12 --1 2.6.12 —{ 9'6"8 23'0"12 1'6"8 13'6"4 O0 2-0.12 —+— 2-6.12 1 2-6.12 --{- 2-6.12 -{ -- 2-6.12 --{ W =3X4 3X8 =3X4 =-3X4 =3X10 =3X6 =3X4 A B C D E F G H I J K L Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA CRC Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 42 SP #1 Dense :B2 42 SP #2 Dense: Webs 42 SP #3 Plating Notes All plates are 1X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 13] W3X8 3.75 R 1.25 (17) W3X10 3.75 R 1.25 Additional Notes 2x6 continuous strongback. See detail STRBRISR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. This truss spaced @ 24.0" oc supports additional concentrated load at right end from 3.00' stud wall 13.75 PSF) supporting 0-0-0 roof spans with 0-0-0 overhang. Roof load: 20.00 psf LL and 17.00 psf DL. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 17' 1 "4 23'0"12 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:0(0)/0(0) Plate Type(s): WAVE 10, 5' 11 "8 -{ Deft/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL VERT(LL): 0.192 T 999 360 V 863 /- VERT(TL): 0.424 N 275 240 p 1818 / HORZ(LL): 0.032 B - - V Min Brg Width Req = 1.5 HORZ(TL): 0.047 B P Min Brg Width Req = 1.5 Creep Factor: 2.0 Bearings V & P are a rigid surface. Max TC CSI: 0.975 Bearing V requires a seat plate. Max BC CSI: 0 781 W 7.3 6.0 Max Web CSI: 0.711 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.01A.1114.21 B - C 0 -2454 G - H 718 -2095 C- D 0- 2454 H- 1 2025 0 D- E 0- 2454 I- J 2025 0 E- F 220 - 2669 J- K 457 0 F- G 718 - 2095 K- L 457 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp V- U 1503 0 R- Q 928 -1333 U - T 2672 - 214 Q - P 928 -1333 T - S 2669 - 220 P - O 0 - 786 S - R 2664 - 227 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. w A/ FF1IiCCC/A-/y IN V- B 6- U U - E 1670 1051 0 465 - 472 H- P P- J J - O 0 -2087 13780 -1378 582 0 F-R 0 -1150 O-L 0 -501OQ.• R - H 1492 0 0.11664;8 I ATE 00" %'** Z ORVO' r 0 278 06/28/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatinq, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporary bracin per BGSI. Unless noted otherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly attach d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Build incLqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the w truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drivelistingthisdrawing, indicates acceptance of pro ession , engineering responsibility solely for the desi n shown. The suiPabllityanduseofthist7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Suite 305 For more information see this' b'S general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insto ; SBCA: www.sbdridust .com; ICC: www.iccsafe.orq Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 541958 / T17 SY42 Cust: R408 JRef: 1 Wc74080001 7510 - C (MBR Tray)17510 - C (MBR Tray) -DAVID WEEKLY Oty: 6 FROM: TH DrwNo: 179.18.1032.36660 Truss Label: F03 KM / OF 06/28/2018 13'S" 155" I 22'1"10 13'5" 2' T 6'8"10 f-- 2-6.12 2'6"12 --{ 2'6"12 --}-- 2'6"12 —{-- 2'6"12 1'3"6 3X4 = W=3X4 3X4=3X8[8] =3X4 =3X4 3X6f19] III2X4 A BC D E F G H I J ttCC L T '4 v L ' 10 T S R Q P 0 N M 3X4 =3X10 m3X4[11] =3X6[18] 3X6[21] 5'7"4 16'6"6 22'1"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh I RL I W T 211 / 237 / - / - I - / 7.3TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.163 0 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.332 O 875 240 S 1623 / - / - / - I - / 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.022 M - - M 818 / - / - / - I - / - Des Ld: 55.00 EXP: NA HORZ TL : 0.030 M T Min Br Width Re 1.59q Code / Misc CriteriaNCBCLL: 10.00 Mean Height: NA ft Creep Factor: 2.0 S Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: NA psf BCDL: NA psfp Bldg Code: FBC 2017 RES9 Max TC CSI: 0.910 M Min Brg Width Req = - Bearings T & S are rigid surface. Load Duration: 1.00 M W FRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0905 Bearings T & S require a seat plate. Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.651 Loc. from endwall: NA FT/RT:0(0)/0(0) Members not listed have forces less than 375# 1: NA GCpi: NA Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: NA WAVE VIEW Ver: 17.02.01A.1115.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes B - C 622 -142 G - H 0 -1669 Top chord 4x2 SP #2 Dense + 2x6 continuous strongback. See detail C - D 1366 0 H - 1 0 -2308 Bot chord 4x2 SP #2 Dense STRBRIBR1014 for bracing and bridging D - E 1366 0 1-1 0 - 2177 Webs 4x2 SP #3 recommendations. E - F 0 -1669 J - K 0 - 2177 Deflection estimate assumes composite action with F - G 0 -1669 Plating Notes single layer of the appropriate span rated glue -nailed All plates are 1X3 except as noted. wood sheathing. Maximum Bot Chord Forces Per Ply (Ibs) Plate Shift Table Webs are square cut except dbl diagonals or as Chords Tens.Comp. Chords Tens. Comp. otherwise shown. JT Plate Chord JT Plate Chord Negative reaction(s) of -237# MAX. from a non -wind T - S 142 - 622 P - 0 2308 0 No Size Shift Bite No Size Shift Bite load case requires uplift connection. See Maximum S - R 442 0 O - N 2309 0 8] W3X8 4.25 L 1.25 [11] W 3X8 3.50 L 1.25 Reactions. R - Q 442 0 N - M 1383 0 18] W 3X6 2.50 R 1.25 [19] W 3X6 3.25 R 1.25 Truss must be installed as shown with top chord up. 21] W3X6 2.75 R 1.25 Q - P 2306 0 Hangers / Ties Imu ftAly Maximum Web Forces Per Ply (Ibs) J) Hanger Support Required, by others F/ C'A4j, Webs Tens.Comp. Webs Tens. Comp. T - B 690 -159 Q - H 0 - 767 VDeflectionO.•••!••• 8• 1/ Max JT VERT DEFL: LL: 0.16" DL: 0.22". See detail Q C - S 0 -1110 1 - N 89 -420 S E 0 N K 879 0 DEFLCAMB1014 for camber recommendations. > i • 1980 - E - Q 1367 0 K - M 0 -1539 0. 64 • r z -off OF 0 278 ONA w0;, ra1 06/281 8 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinqg, handlingq shipping, installing and bracing. Refer to and follow the latest editionfbrtothesefunctions. Installers shall of BCSI (Building temporaryComponentSfetyInformation, by TPI ana SBCA) safety practices poor performing provide bracin B St. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properlyper attach d rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracingq installed per BCSI sections B3, B7 or f310, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Buildinc Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the µm u truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page . , 6750 Forum DriveFor listing this drawing indicates acceptance of pro essionaf engineering responsibility solely for the desi n shown. and use of this yawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. The suiMility Suite For more information see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: w .sbcindusl 00m; ICC: wwwJccsafeorq Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 140233 / T26 / SY42 Cusl: RR408 JRef: 1 Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.0557.43171 Truss Label: F3A KM / WHK 06/28/2018 1'8' 1 22'1"10 i 20'5" 9 — TYP) 3X4 = W= 3X4 = 3X4 A L R T T v AJ AI AB T 3X4 = W= 3X4 = 3X4 Loading Criteria ( psf) TCLL: 40. 00 TCDL: 10. 00 BCLL: 0. 00 BCDL: 5. 00 Des Ld: 55.00 NCBCLL: 10. 00 Soffit: 2. 00 Load Duration: 1.00 Spacing: 24. 0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 42 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Snow Criteria ( Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or'=PLF Pg NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 Q 999 360 AJ" 109 / - / - / - / - Lu: NA Cs: NA VERT(TL): 0.000 Q 999 240 AJ Min Brg Width Reg = - Snow Duration: NA HORZ(LL): 0.000 R - - Bearing AJ is a rigid surface. HORZ(TL): 0.000 R Bearing AJ requires a seat plate. Code / Misc Criteria Creep Factor: 2.0 265 Bldg Code: FBC 2017 RES Max TC CSI: 0.168 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.038 Rep Factors Used: Yes Max Web CSI: 0.042 FT/RT: 0(0)/0(0) Plate Type( s): WAVE VIEW Ver: 17.02.01A.1114.20 S J . ATE 3'- a. F••: cC oR OP•CN 0278' y'NH' so trAtt`_> 06/28/ 2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building t S fety Information, by TPI and SBCA) fbr safety practices poor to performing these functions. Installers shall provide temporanntt B8SI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. AppTy places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of any his drawing, any failure to build the on this drawing or cover page, Le designshown. The sui ebrlrty ALPINE rr nw m~ 6750 Forum Drive Suite 305 Orlando FL, 32E Job Number: 21307 Ply: 1 SEQN: 615756 / T32 / SY42 Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Oty: 8 FROM: TH DrwNo: 179.18.0557.43483 Truss Label: F4 KM / WHK 06/28/2018 8' 8' F — 2'6"12 --1 2'6"12 { 1111 X3 1X3 =3X8 1111X3 =3X4 A B C D 97'4 1674 17'4 7' f— 1,6"12 —} — 2'6"12 -- i W=3X4 3X4 III1X3 =3X8 III2X4 E F G H I T y' a L y- 10 P 0 N M L K J 3X8 1111X3 1111X3 =4X6[14] =3X81 3X6=W=H0312 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA It TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 42 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 14] W4X6 3.00 R 1.25 Hangers / Ties J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.21" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 16'7"4 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W P 899 / _ / - / - / - / 7.2Pf: NA Ce: NA VERT(LL): 0.208 M 929 360 Lu: NA Cs: NA VERT(TL): 0.365 M 738 240 J 913 /- Snow Duration: NA HORZ(LL): 0.035 B - - P Min Brg Width Req = 1.5 HORZ(TL): 0.048 B Creep Factor. 2.0 J Min Brg Width Req = - Bearing P is a rigid surface. Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.657 Bearing P requires a seat plate. TPI Std: 2014 Max BC CSI: 0.795 Members not listed have forces less than 375# Rep Factors Used: No Max Web CSI: 0.539 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)IO(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): VIEW Ver: 17.02.01A.1114.21 B - C 0 -2601 E - F 0 -2567 C- D 0- 2601 F- G 0- 2567 WAVE, HS D- E 0- 2917 G- H 0- 2567 0 # ATE4 i 0278 ONAt` 06/28/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P-O 1577 0 M-L 2917 0 O-N 2919 0 L-K 2914 0 N-M 2919 0 K -J 1578 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-B 0-1753 E-K 0 -658 B-O 1132 0 K-H 1094 0 O-D 11 -595 H-J 0 -1756 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinq, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponenfSafetyInformation, by TPI and SBCA) fb safety practices prior to performing these functions. Installers shall provide temporary bracln per BGSI.. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom Chord shall have a properly attach2d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. tefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW BuildingQ Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the µ truss in conformance with ANSI/TPI 1, or for handling shlppin)q, installation and bracing of,trussesA Seat on this drawing or cover page.. 6750 Forum Drive I isting this drawing indicates acceptance of proTesslonai engineering responsibility solely for the desi n shown. The sui ability Suite 305anduseofthisgnawingforanystructureisfheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. For more information see this ioUs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.l inst.o ; SBCA: www.sbcindust .com; ICC: —.iCCSafe.orq Orlando FL, 32821 Job Number: 21307 Ply: 1 SEON: 615751 / T41 / SY42 Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Oty: 1 FROM: CH DrwNo: 179.18.0557.43576 Truss Label: F4A KM / WHK 06/28/, 4- 8' 8' i f 2,6"12 ___1 2'6"12 { 1111 X3 1X3 =3X8 1111X3 =3X4 A 6 C D 97'4 167'4 1'7"4 7' f— 1,6"12+— 2'6"12 --{ P1 W=3X4 3X4 1111X3 =3X8 1112X4 E F G H I Ppp`I P 1X3 3X6 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 42 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Bite 141 W4X6 3.00 R 1.25 Deflection Max JT VERT DEFL: LL: 0.21" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up W=H0312 16'7"4 jAd Snow Criteria (Pg,Pf in PSF) P 1X3 3X6 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 4x2 SP #2 Dense :B2 4x2 SP #1 Dense: Webs 42 SP #3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Site No Size Shift Bite 141 W4X6 3.00 R 1.25 Deflection Max JT VERT DEFL: LL: 0.21" DL: 0.21". See detail DEFLCAMB1014 for camber recommendations. Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up W=H0312 16'7"4 jAd 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 I RL Pf: NA Ce: NA VERT(LL): 0.208 M 929 360 p 899 Lu: NA Cs: NA VERT(TL): 0.365 M 738 240 S 913- Snow Duration: NA HORZ(LL): 0.035 B P Min Brg Width Reg = 1.5 HORZ(TL): 0.048 B S Min Brg Width Reg = 1.5 Code / Misc Criteria Creep Factor. 2.0 Bearings P & S are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.657 Bearings P & S require a seat plate. TPI Std: 2014 Max BC CSI 0.795 W 7.2 15.5 Rep Factors Used: No Max Web CSI: 0.539 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) FT/RT:O(0)/0(0) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 17.02.01A.1114.21 B - C 0 -2601 E - F 0 -2567 C- D 0- 2601 F- G 0- 2567 D- E 0- 2917 G- H 0- 2567 AAS O`` G•ffVV v vT v—ry 3*: 0 27s ``NAL ` 06/28/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp P- O 1577 0 M- L 2917 0 O-N 2919 0 L-K 2914 0 N-M 2919 0 K-J 1578 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-B 0 -1753 E-K 0 -658 B- O 1132 0 K- H 1094 0 O-D 11 -595 H-J 0 -1756 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shippingg installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byv TPI and SBCA) fbr safety practices pnor to performing these functions. Installers shall provide temporarryv bracing per BCSI. Unless noted of herwise,top chord shall have properly attached structural sheathing and bottom hord shall have a property attached rigid ceiling. Locations shown for ermanent lateral restraint bf webs shall have bracingq installed per BC I sections B3, 67 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. f'2eferto ALPINE drawings160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum Drive listingthisdrawingindicatesacceptanceofro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this c7 awing for any structure is fhe responsibility of the building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this iob's general notes page and these web sites: ALPINE: —.al ineilw.com; TPI: www.t inst.o ; SBCA: w .sbdndusl =m: ICC: wwwJccsafe.orq Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 615746 / T27 / SY42 Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray)17510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.0557.43638 Truss Label: F4B KM / WHK 06/28/2018 8' 9.0" 16'7"4 8' 1'0" 7,6"l 2 2'6"12 —'} 2,6"12 --{ 1'3"l2 f'— —'1 2'6"12 —'1 27'8 8"4 W =3X4 3X4 4X8[4] =3X4 3X4 =4X8115] 1112X4 A B C D E F G FF{{ I J T y a 1 R 4X6 r Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA 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 ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Dense 32 4x2 SP #2 Dense: Bot chord 42 SP #1 Dense Webs 4x2 SP #3 Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 50 plf at 0.00 to 50 plf at 16.48 BC: From 5 plf at 0.00 to 5 plf at 16.48 TC: 199 lb Conc. Load at 0.96, 2.96, 4.96, 6.96 8.96,10.96,12.96,14.96,15.96 Plating Notes All plates are 1X3 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite 4] W4X8 4.25 L 1.25 [ 6] W3X8 3.50 L 1.25 14] W4X6 3.25 R 1.25 [15] W4X8 4.25 R 1.25 Additional Notes 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 3X86] P O N _4X6[14] W=H0312 15'11"4 16'7"4 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:0(0)/0(0) Plate Type(s): WAVE, HS 10' L K 4X6 =3X4 1 8" Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl V# Loc R / U / Rw / Rh / RL VERT(LL): 0.226 D 811 360 R 1195 VERT(TL): 0.396 D 590 240 L 1503- HORZ(LL): 0.037 B - - R Min Brg Width Req = 1.5 HORZ(TL): 0.051 B L Min Brg Width Req = 1.5 Creep Factor. 2.0 Bearings R & L are a rigid surface. Max TC CSI: 0.908 Bearings R & L require a seat plate. Max BC CSI: 0 873 W 7.2 8.0 Max Web CSI: 0.659 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 17.02.01A.1114,21 B- C 0 -3352 E- F 0 -3255 C- D 0- 3352 F- G 0- 3255 D- E 0- 3655 G- H 0- 3255 r SS5'0•..A e f ATE 14 " 0 278snu,.lONAL E 06/ 28/2018 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp R- Q 2101 0 O- N 3655 0 Q- P 3659 0 N- M 3648 0 P- O 3659 0 M- L 2016 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. R- B 0- 2334 M- H 1370 0 B- Q 1383 0 H- L 0- 2281 C- Q 0- 405 L- 1 0 - 464 E- M 0 -535 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping installing.and bracing. Refer to and follow the latest edition of BCSI (Building tSfetyInformation, by TPI anr7 SBCA) fbF safety practices pnor to performing these functions. Installers shall provide temporarryv BGSI. Unless noted oyherwise,top chord shall have properly attached structural sheathing and bottom hord shall have a properly idceiling. Locations shown for rmanent lateral restraint of webs shall have bracingq installed per BC I sections B3, B7 or B10, e. AppTy plates to each face. oftruss and position as shown above and on the Join Details, unless noted otherwise. kefer to 60A- Z for standard plate positions. of Im 1,orforr acceptance any structure failure to build the 1 or cover pa e , n. The sur bility ALPINE N1 nk' 00.L%JIY 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 140230 / T1 / SY42 Cusl: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Oty: 1 FROM: TH DrwNo: 179.18.0557.43219 Truss Label: F5 KM / WHK 06/28/2018 5'4"8 16'1 " j 4 5'4"8 9"6 F" _ 2'6" --}-- 2'6"12 6'1"2 1- 1'4"-- NP) 3X4 A B T i• 1 y- U 3X4 Loading Criteria (pso TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 42 SP #2 Dense Webs 4x2 SP #3 Plating Notes All plates are 1X3 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. C D JA4 15'1 "4 14'11"l2 1 '1"4 8'9"14 8 9.8„ K Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (lbs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.055 C 999 360 U 306 I - / - / - / - / 7.3 Lu: NA Cs: NA VERT(TL): 0.096 C 949 240 L' 146 / - / - / - / - / 110 Snow Duration: NA HORZ(LL): 0.014 B - - U Min Brg Width Req = 1.5 HORZ(TL): 0.019 B L Min Brg Width Req = - Code / Misc Criteria Creep Factor. 2.0 Bearings U & S are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.727 Bearing U requires a seat plate. TPI Std: 2014 Max BC CSI: 0.587 Rep Factors Used: Yes Max Web CSI: 0.110 Members not listed have forces less than 375# Maximum Web Forces Per Ply (Ibs) FT/RT:0(0)/0(0) Webs Tens.Comp. Webs Tens. Comp. Plate Type(s): WAVE VIEW Ver.17.02.01A.1114.20 U-B 0 -396 B-T 0 -391 1 ' • y, a• • o z7s ttS/ONAL 06/28/2018 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. D - S 0 - 400 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 shippin installing and bracing.. Refer to and follow the latest edition of SCSI (BuildingComponentSafetyInformation, by TPI anc7 SBCA) MO safety ractices poor to performing these functions. Installers shall provide temporary bracin per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properylr y attached riqid ceiling Locations shown for permanent lateral restraint of webs shall have bracinqq installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf'Details, unless noted otherwise. kefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Buildin+1Componpnts Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the , „N,, truss in conformance with ANSI PI 1, or or handling, shipping, installation and bracing of trussesA seal on this drawing or cover pa e. , 6750 Forum Drivelistingthisdrawingindicatesacceptanceofproessionaengineeringresponsibilitysolelyforthedesignshown. The suifabrllty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o ; SBCA: www.sbrindust .00m; ICC: wJccsafe.orq Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 140240 / T18 / SY42 Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY City: 1 FROM: TH DrwNo: 179.18.0557.43201 Truss Label: F5A KM / WHK 06/28/2018 2'6„ 11 " $ 2'6„12 2,6„12 2,6„ 3 { 1111X3 =3X4 1111X3 1X3 =3X4 =3X4 1111X3 =3X4 =1X3 A B C D EF G T T K F-711 1X3 =3X6 =1X3 3X4 = 3X4 6'3"4 57'4 j— 1 1'10"8 I Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W K 339 / - l - I - I - / 7.3TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.018 B 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.034 B 999 240 J 694 / - / - I - I - / 8.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.005 B - - 1 339 / - l - I - I - / 7.3 Des EXP: NA HORZ TL : 0.008 B K Min Br Width Re 1.5gq Code I Misc CriteriaCLLd: 10. 00 NCBCLL: 10.00 Mean Height: NA tt9 TCDL: NA Creep Factor: 2.0P J Min Brg Width Req = 1.5 Soffit: 2.00 psf BCDL: NA sfp Bldg Code: FBC 2017 RES Max TC CSI: 0.436 1 Min Brg Width Req = 1.5 Bearings K, J, & I are rigid surface. Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0605 Bearings K, J, & 1 require a seat plate. Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.131 Loc. from endwall: NA FT/RT:0(0)/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: 17.02.01A.1114.20 Chords Tens.Comp. Chords Tens. Comp. Lumber B- C 0 -405 E- F 0 -426 Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Additional Notes K- J 405 0 J- 1 426 0 See detail STRBRIBR1014 for bracing and bridging recommendations. Maximum Web Forces Per Ply (Ibs) Deflection estimate assumes composite action with Webs Tens.Comp. Webs Tens. Comp. single layer of the appropriate span rated glue -nailed wood sheathing. K- B 0 -450 J- E 0 -438 Webs are square cut except dbl diagonals or as C - J 0 -421 F - I 0 -474 otherwise shown. Truss must be installed as shown with top chord up. FLF4 V v • Ax•• • O. yTV • a,o• ATIME X'\' ' OR1 06/28/2018 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, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (BuildingComponentSafetyInformation, by TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporarryV bracin per SCSI. Unless noted oTherwtse,top chord shall have properly attached structural sheathin and bottom hord shall have a pro erly10, _ attach d rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BC9I sections B3, 67 orasapplicable. Apply plates to each face, of truss and position as shown above and on the Joinf-Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the r wcawM r truss in conformance with ANSI 1, or for handling, shipping, installation and bracing of trussesA seal on this drawing or cover page , , 6750 Forum DriveforthedesThelistingthisdrawingindicatesacceptanceofproengineeringresponsibilitysolelytnshown. sult9ablllty Suite 305useofthisgnawingforanystructureisfheresponsibilityofthebuildingDesignerperANSI/TPI 1 Sec.2. and For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insl.o ; SBCA: www.sbcindust .com; ICC: www.iccsafe.o Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 140247 / T19 I SY42 Cust: RR408 JRef: 1 Wc74080001 7510 - C (MBR Tray) 7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DnvNo: 179.18.0557.43202 Truss Label: F5B KM / WHK 06/28/2018 11"8 2'6" 2'6"12 -}- 2,6"12 2'6" III 1 X3 III 1 X3 1 X3 III 2X4 1 X3 A B C D EF G T " 10' K I 1 X3 3X6 1 X3 Loading Criteria (psf) 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 Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Special Loads Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC: From 100 plf at 0.00 to 100 plf at 5.81 TC: From 225 plf at 5.81 to 225 plf at 11.63 BC: From 10 plf at 0.00 to 10 plf at 11.63 Plating Notes All plates are 3X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 11'10"8 Snow Criteria (Pg,Pf in PSF:) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.013 F 999 360 Lu: NA Cs: NA VERT(TL): 0.050 F 999 240 Snow Duration: NA HORZ(LL): 0.004 1 - - HORZ(TL): 0.009 1 Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.887 TPI Std: 2014 Max BC CSI: 0.605 Rep Factors Used: Yes Max Web CSI: 0.229 FT/RT:0(0)/0(0) Plate Type(s): WAVE VIEW Ver: 17.02.01A.1114.20 z -a ATE 0 27's''SS/QNA 06/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Maximum Reactions (Ibs), or .=PLF Loc R /U /Rw /Rh /RL /W J' 207 / - l - I - I - / 79.3 1 641 /- /- /- /- /7.3 J Min Brg Width Req = - I Min Brg Width Req = 1.5 Bearings K & I are a rigid surface. Bearing I requires a seat plate. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. E - F 0 - 744 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. J - 1 744 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K-B 0 -417 D-J 0 -471 J -E 0 -781 F - 1 0 -828 uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingSfetyInformation, by TPI and SBCA) for safety practices poor to performing these functions. Installers shall provide temporary B8SI. Unless noted oyherwise,top chord shall have proper)y attached structural sheathing and bottom hord shall have a properly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BC I sections B3, B7 or 610, le. Apply plates to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to 60A-Z for standard plate positions. a division of any from this drawing,any failure to build the real on this drawing or cover page. o the desn shown. The suiCabFhty ALPINE m "w ca~ 6750 Forum Drive Suite 305 Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 615737 / T29 / SY42 Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 9 FROM: CH DiwNo: 179.18.0557.43015 Truss Label: F6 KM / AHF 06/28/2018 1'6n10 — — 1'6n10 --{3i 1111 X3 1 X3 = 3X4 III 2X4 A B C Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.00 Spacing: 24.0 " T a L Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 42 SP #3 Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Hanger specified assumes connection to supporting chord is located a minimum of five times the depth of the supporting chord from any unsupported end, unless unsupported chord end has 85% plating coverage. Bearing at location x=3'4"4 ,y=10' uses the following support conditions: 3'4"4 Bearing D (3'4"4, 10') THA422 Supporting Member. (1)4x2 SP #1 Dense 2) 0.162"x3.5" nails into supporting member, 4) 0.148"xl.5" nails in flange and 6) 0.148"x3" nails into supported member. 3X4 3'7"4 Snow Criteria (Pg,Pf in PSF) I Dell/CSI Criteria Pg: NA Ct: NA CAT: NAI PP Deflection in loc Udell U# Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA VERT(LL): 0.002 B 999 360 VERT(TL): 0.003 B 999 240 HORZ(LL): 0.000 D - - HORZ(TL): 0.001 D Creep Factor: 2.0Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.165 TPI Std: 2014 Max BC CSI: 0.178 Rep Factors Used: Yes Max Web CSI: 0.038 FT/RT:0(0)/0(0) Plate Type(s): VIEW Ver. 17.02.01A.1114.21WAVE Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. S Q L••Vr s ,c 7ATE OF 021a'" QAftS_Z0NA 06/28/2018 10, Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 184 /- /- I- /- /7.3 D 199 /-I- E Min Brg Width Reg = 1.5 D Min Brg Width Reg = - Bearing E is a rigid surface. Bearing E requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handl!n shipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component S fety Information, byv TPI ana SBCA) & safety practices poor to performing these functions. Installers shall provide temporarryY bracing per 38SI.. Unless noted olherwise,top chord shall have properx attached structural sheathing and bottom hord shall have a propertyattachedrigidceiling) Locations shown for permanent lateral restraint of webs shall have bracing installed per BC I sections B3, 67 or B10, _ as applicable. AppTy plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. hefer to ALPINE drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the wm cam n truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of,trussesA eal on this drawing or cover pa e, ,ty 2400 Lake Orange Dr. listing this drawingg indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sui ablll Suite 150anduseofthist7awingforanystructureistheresponsibilityoftheBuildingDesignerperANSI/TPI 1 Sec.2. Orlando FL. 32837 c.........e i l.....,w.... "oa Ih;e inh'e non nn rono anal Ih.— won eilo Al PINF- — alninaihv.m TPI' vnVw_toi-Lom: SBCA: N .sbGlndusttv.com: ICC: N .iccsafe.ofq Job Number: 21307 Ply: 1 SEQN: 615734 / T24 / SY42 Cust: RR408 JRef: 1Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY Qty: 1 FROM: TH DrwNo: 179.18.0557.43515 Truss Label: F6A KM / WHK 06/28/2018 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 2.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #2 Dense Bot chord 4x2 SP #2 Dense Webs 4x2 SP #3 Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Plating Notes All plates are 1X3 except as noted. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. T P 1 I 0 2] 11" 3'T, 4 1'7" 2'9"8 ff a, 3'4"AI 33 17" 1'2"8 i- 1.2"8 TYP) 3X4 = 3X4 A B C D 10. G E1112X4 i — 3'3"12 i— 3'7"4 -{ 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.001 A 999 360 VERT(TL): 0.001 A 999 240 HORZ(LL): -0.001 A - - HORZ(TL): 0.001 A Creep Factor: 2.0 Max TC CSI: 0.127 Max BC CSI: 0.048 Max Web CSI: 0.037 VIEW Ver: 17.02.01A.1114.21 ATE ; pp '•. F P.•' 11V A 0 21a'''/QjNA1. 06/28/2018 Maximum Reactions (lbs), or *=PLF Loc R /U /Rw /Rh /RL /W E* 112 /- /- /- /- /39.8 E Min Brg Width Req = - Bearing H is a rigid surface. Bearing H requires a seat plate. Members not listed have forces less than 375# WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fb safety practices poor to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted oyherwise,top chord shall have properlyy attached structural sheathin and bottom chord shall have a proppPy attached 6 id ceiling. Locations shown forpermanent lateral restraint Of webs shall have bracinginstalled per BCSI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. hefer to ALPINEdrawings160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the w, ,,a„r truss in conformance with ANSI/TPI 1, or for handling, shippinq, installation and bracing of trussesA Seal on this drawing or cover pa .. 6750 Forum Dr velistingthisdrawingindicatesacceptanceofpro-fessionaf engineering responsibility solely for the desi n shown. The sui£ability and use of this drawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insl.o ; SBCA: www.sbcindust .corn: ICC: wvJccsafe.orq Orlando FL, 32821 Job Number: 21307 Ply: 1 SEQN: 140241 / T23 / SY42 Cust: RR408 JRef: 1 Wc74080001 7510 - C (MBR Tray) /7510 - C (MBR Tray) -DAVID WEEKLY City: 9 FROM: TH DrwNo: 179.18.0557.43140 Truss Label: F7 KM / WHK 06/28/2018 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA 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 ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 42 SP #2 Dense Bot chord 42 SP #2 Dense Webs 4x2 SP #3 Hangers / Ties J) Hanger Support Required, by others Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue -nailed wood sheathing. Webs are square cut except dbl diagonals or as otherwise shown. Negative reaction(s) of -419# MAX. from a non -wind load case requires uplift connection. See Maximum Reactions. Truss must be installed as shown with top chord up. F3+— 1,5„ —+- 1'0„4 1112X4 1112X4 = 3X6 =1 X3 A B C T4- T 10' 3X6 =1 X3 F = 3X4 1112X4 A- 2' 11 "4 { 2'11"4 — Snow Criteria (Pg,Pf in PSF) Pg: NA, Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:0(0)/0(0) Plate Type(s): WAVE Defl/CSI Criteria Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.010 C 999 360 G 26 / 419 / - / - / - / - VERT(TL): 0.039 C 594 240 F 1148 /- / - / - / - / 8.0 HORZ(LL): 0.004 B - - G Min Brg Width Reg = - HORZ(TL): 0.009 B F Min Brg Width Reg = 1.5 Creep Factor: 2.0 Bearing F is a rigid surface. Max TC CSI: 0.186 Bearing F requires a seat plate. Max BC CSI: 0.082 Members not listed have forces less than 375# Max Web CSI: 0.272 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver.17.02.01A.1114.20 G-F 0 -491 F-E 0 -491 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G-B 645 0 B -E 714 0 B-F 0 -1102 C-E 0 -484 r ATE • may. •.., OR ,.• C 0 278'.yss/Q 06/28/2018 WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatincg], handlin shippin installing and bracing. Refer to and follow the latest edition of BCSI (BuildingtSafetyInformation, byy TPI anc] SBCA) f safety ractices poor to performing these functions. Installers shall provide temporaryBCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly td ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, e. AppTy plates to each faceof truss and position as shown above and on the Joint -Details, unless noted otherwise: kefer to 60A- Z for standard plate positions. LPPII NN vision of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the .> Dwcavven lfonnance with ANSI 1, or for handling, shipping, installation and bracing of.trussesA Seal on this drawing or cover page .. 6750 Forum Drive rawinqindicatesacceptanceofpro-fessionai engineering responsibility solely for the desi n shown. The suiTabdlty Suite 305 fthisdrawingforanystructureistheresponsibilityoftheBuildingDesigrierperANSI(rPI 1 Sec.2. Orlando FL, 32821 nationseethislob's oeneral notes naae and these web sites: ALPINE:—.aloineiWcom: TPI:—.lDinst.orq: SBCA:—.sbanduslry.cont; ICC:—.iccsafe.orq _ _ Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ors 12D mph Wind Speed, 15' Moon Height, Enclosed, Exposure D, Kzt = 1.00 Ors 100 mph Wind Speed, 15' Mean Helaht, Partially Enclosed. Exoosure D. Kzt o 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) Ix4 'L' Brace 1) 2x4 'L' Brace Is 2) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace an Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Cj) O U S P F u Ffl 1 / #2 4' 3' 7' 3' 7' 7' 8' 7' e' 11' 10, 3' 10, e' 13' 6' 14' 0' 14' 0' 14' 0' 3 4' V 6' 7' 7' 1' 8' 6' 8' 10, 10, 1' 10' 6' 13' 4' 13' 10' 14' V 14' 0' Stud 4' 1' 6' 7' 7' 0' 8' 6' 8' 10, 10, 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' Standard 4' V 5' 8' 6' 0' 7' 7' 8' 1' 10, 1' 10' 6' 11' 10, 12' 8' 14' 0' 14' 0' n% J U S P IDFL 1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10' 9' 13' 8' 14' 0' 14' 0' 14' 0' 2 4' 3' 7' 3' 7' 7' 8' 7' e' 11' 10, 3' 10' 8' 13' 6' 1 14' 0' 14' 0' 14' 0' 3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' I' 10' 14' 0' 14' 0' U U U S P F LI FIl 1 / #2 4' 11' 8' 4' e' B. 9' 10, 10' 3' 11' 8' 12, 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 8' e' 1' e' 8' 9' 8' 10, 1' 11' 7' 12' 1' 14' 0' 14' V 14' 0' 14' 0' Stud 4' 8' 8' 1' 8' 6' 9' 8' 10, 1' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 11' 7' 5' 9' 3' 9' 11' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' 0 P 1 5' V 8' 5 e' 9' 9' 11' 10' 4' 11' UY 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' IV 8' 4' e' e' 9' 10, 10, 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' e' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' OJ IDFL Stud 4' 9' 7' 4' 7' 9' 9' 9' 10, 2' 11' e' 12' V 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12, 1' 13' 6' 14' 0' 14' 0' 14' 0' 1 / #2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' Ill 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 3 5' V 9' 0' 9' 4' 10, 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14. 0' L7 U LJ F Stud 5' 1' 9' 0' 9' 4' 10' 8' 11' V 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' O I l Standard 5' V 8' 0' 8' 6' 10, 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' X d S P 1 5' 8' 9' 3' 9' e' 10, ill 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' 14' 0' 2 5' 5' 9' 2' 9' 6' 10, 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 3 5' 3' 8' 5' 9' 0' 10, 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' 1 IDFL Stud 5' 3' 8' 5' 9' 0' 10, 9' II' 2' 12, 10, 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' V 7' 5' 7' 11' 9' 11' 10' 7' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades) Group AI S ruce-Pine-Fir 0Islrfir 1 / 02 Standard 42 1 Stud 3 Stud 1 1 03 1Standard Dou has Fir -Larch Southern Plnewss 3 #3 Stud Stud Standard Standard Group BI Hen -Fir 1 L Btr 1 Douglas Flr-Larch Southern Plnewss 1 tl 2 #2 lx4 Hraces shall be SRB (Stress -Rated Board). ssFor Ix4 So. PMw use only Industrial 55 or Industrial 45 Stress -Rated Hoards. Croup H values mayn be used with these Grades, Gable Truss Detall Notes, Wild Load deflection criterion Is L/240. Provide uplift connections for 55 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' V outlookers with 2' 0' overhang, or le plywood overhung. t Attach 'L' braces with 10d (0328'x3.0' A" nails. able Truss ) K For (1) 'L' braces space nails at 2' oc. In 18' and zones and 4' ac. between zones. Diagonal brace option XWor (2) 'L' braces, space nags at 3' oc. In 18' and zones and 6' o.c. beteeen zones. vertkal length may be T doubled when dlogonol 18' X 'L' bracing must be a minlnum of BOX of web brace Is used Connect J I member length. ckgorol brace for 450# tlateachendMaxwebBrice Gable Vertical Plate Sizes total length Is 14'. )K)K Vertical Len tin I No Splice 2x4 DF-L #2 or Less than 4' Cr IX4 or 2x3 better diagonal T + fry Greater than 4' 0' 3X4 Vertical length shown brace) single 8, or double cut • • In table above f45*(as shown) at L 1 a Refer to common truss design for upper end • peak, splice, and heel plates. Correct db.gona at ` • ° fig Refer to the Bulldbp Designer for conditions nkipoint of vertical web. Refer to chart ve fEr lngwu le mat nddrrssed by this drtnR e+NARNDOi READ NO FTILCV ALL NDTES M THIS DRAVDsi • s TANTss FlsnasH ,Nis DRAWING To ALL CMITRACToa DICI, ING THE DO)TALLERs S # REF ASCE7-10-GAB14015 Trrsses rwglw extreme con h fabricating, har4k-o s1 p4, bntnllkp and prn,p RNer wallow W. toast watlon o saT oAassg camPa„wnt mr.ty irrfornatton, by TP1 and S#cN for ) DATE 10/01/14 acts prior to DeriorAb these functions. WtWle s shall Tx ovHe tempo ar'r Per ATEDies' noted otherwise, top sh-d shall have Properly attached 'V'"ct"'°'''"°thYp ctrsrd # : DRWG A14015ENC101014shallhaveaprWestt-&" rriWydd .0** Locatlone Ninon, for pwrmsrr i lateral net r shau have hstolled per #CSl secttmu Ki, #7 ar 1T0, as Apply Plates to each • i dram--Z .tp plat. Cs y the Jdn'k Dwto.w. rated a(,.r. ae.y -, 1.. cL P.•' , t g b4f con, hor,a.+#. sT,OP•,a, /' 4 • • O R`O • ' ` AIPr., . dNlsson arm cowporrnts Inc 'hall rot b. nrporoble war devbtlon • X. T T, LD, 60 PSFANRWC10h4FA4YVssdnwhpanyfaluretotlrtapsharmoncedthANSIRYILarIan • • • Y,wtollatlon L bracbp or trussaw [(' e•e•e••• A sad on 'A" Ov.esg or cover pope W&V this drasep Indicates acupsar,w or proressiorlel y (i (1 _N` 13723 Riverpon Drive V".-"-p 1ty solely for the dean d. The nftsWty and uw o1 t}is dwwb,g V-1/y/ #,%,0 A Suite 200 Ion- awry s ctvev b t}r r pa tllty o the AA3p Deslpwr pr N6VTPI 1 SecB n Maryland Heiphls, MO 63043 For rare 1,4- on see thb Job's esnsr'a( rote: pspe and they web slten jW p1N ALPn(o wwwatp e19.cory TPD ...tpe,story s#cA wwawb etryanw lca ...louaresg lwuwlu MAX, SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-101 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, partially Enclosed, Exposure C, Kzt = 1.00 Or, 120'mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 100 mph rind speed. 30' Mean Heloht. Partlally Enclosed, Exposure D, Kzt I.D0 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces 1) 1x4 'L' Brace 1) 2x4 'L' Brace Is(P-) 2x4 'L' Brace 1) 2x6 'L' Brace 2) 2x6 'L' Brace an Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B US pfF u C 1 / #2 4' 1' 6' Il' 7' 2' 8' 2' 8' 6' 9' 9' 10' 2' 12' 10' 13' 4' 14' 0' 14' 0' 3 3' 10' 6' 2' 6' 7' 8' 1' 8' 5' 9' 8' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' Stud 3' 10, 6' 2' 6' 6' 8' 1' 8' 5' 9' 8' 10, 0' 12' 8' 13' 2' 14' 0' 14' 0' O l r Standard 3' 10, 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10, 0' 11' 0' 11' 10, 14' 0' 14' 0' n% 1 4' 2' 7' 0' 7' 3' 8' 3' 8' 7' 9' 10, 10' 3' 13' 0' 13' 6' 14' 0' 14' 0' J S P 2 4' 1' 6' 11' 7' 2' 8' 2' 8' 6' 1 9' 9' 10' 2' 1 12' 10' 13' 4' 14' 0' 14' 0' 3 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' 8' 10, 1' 11' 7' 12' 5' 14' 0' 14, 0' d U IDPL Stud 4' 0' 5' 7' 5' 11' 7' 5' 7' 11' 9' e' 10, 1' 11' 7' 12' 5' 14' 0' 14' 0' Standard 3' 9' 4' 11' 5' 13' 6' 6' 7' 0' 8' 10, 9' 6' 10, 3' 11' 0' 13' 11' 14' 0' U U O S P P H F f 1 / #2 4' 8' 7' It, 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 5' 7' 6' 8' 3' 9' 3' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 6' 8' 0' 9' 3' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 5' 6' 10' 8' 7' 1 9' 2' 11' o' 11' 6' 13' 6' 1 14' 0' 14' 0' 14' 0' 0) S P D P L 1 4' 10' 8' 0' 8' 4' 9' 6' 9' 10' 1 11' 3' 11' 9' 14' 0' 14' 0' 14' 0' 14' 0' 2 4' 8' 7' 11' 8' 3' 9' 4' 9' 9' 11' 2' 11' 7' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 111 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' 6' 10' 7' 3' 9' 1' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 0' 6' 5' 8' 0' 8' 7' 10, 10' 11' 6' 12' 7' 13' 15' 14' 0' 14' 0' d U O S P P LJIl 1 / #2 5' 2' 1 8' 9' 9' 1' 10' 4' 10, 9' 11' 2' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' 3 4' 10' 8' 7' 8' 11' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 4' 10' 8' 7' 8' 1l' 10' 2' 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 10' 7' 5' 7' 11' 9' it, 10' 7' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' X S P 1 5' 4' 8' 10, 9' 2' 10, 5' 10, 10' 12' 5' 12, 11' 14' 0' 14' 0' 14' 0' 14' 0' 2 5' 2' 8' 9' 9' 1' 10' 4' 10, 9' 12' 3' 12' 9' 14' 0' 14' 0' 14' 0' 14' 0' d l D P L1 3 5' 0' 7' 10' 8' 4' 10' 3' 10, 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Stud 5' 0' 7' 10' 8' 4' 10' 3' 10, e' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' Standard1 4' 10' 1 6' 11' 1 7' 4' 9' 3' 9' 10, 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' gym - Abtxrt able Truss Diagonal brace optionv Tverticallengthnaybe doubled when diagonal 18' A brace b used. Connect L I dagwal brace for 525# at each end Max web Hr ce total length Is 14'. iil3il 2x6 DF-L #2 or better diagonal T Vertical length shown bracer single 8' In table above, or double cut L 14S• as shown) at upper end Connect dlagon6T at Jiltmidpointofverticalweb. JiltI I I41 _IliII Refer to chart n weVARl130as READ AND FOLLOW ALL NOTES ON TKM DRAVDei w+mPORANrws ruRlosH TIOS DRAVDIG TD All MNTRW ORS DEIJODIG THE DKITALIERi Trhases rep e extrene care Inmfabricatbg, hoiny 1 ppYp, YutWlY p a/ld trctlra RNer toMn folks. the latest edtl— oI U31 (ih1dbp Ga,npaner*t Safety Irtrar+aibrn, by TPl oM SSW nor .o pwctices prior to p.,f A D these M.ti.,- I n talkers shop , -M. temporary _brads per Uiess tap have ord bottom we n d 11' O O rotail otherwise, chord she properly ottad+M Stn¢tural show whelk he,.. prop. Ny attached rrl ddd ceetlYs p Locatkes shorn far permorsnt bt.,rol restroM of th" have Ynt,"d per HtSI sectbro B3. 17 ar BID, es Apply pates to each fail of twos and —slum above .dad an tln. Joint Dirtols, =12 not d atlrr.ee. Refer to d- 16DA-Z for standard pate podtlorn 1 AN f wcnk iY Alpes, . a.mam of 1TV I hiia aowporsmts uhc. whhnll not be resporhsWe for devbmn 1 this droabha, faltre to bald tM truss h with ANWV1 L or for hnndlY sin bpbp anycanformonceaI sULtatlwt L bracing of trusses. A seal on tlis draebng or rover pope Usttg this drasbp iodates acceptance, of professgd Riverpor, Drive ardserbo resoarsgltr aalely for tine desidh &A =Ww y I S drad+p tlhe ife Suite 200suit. MarylandHeights, MO 63043 ar any sb hcttvvv b rwsparh llty oI ror more Information me this JaW. Dernara( rotes gpaapaee and these aeb dtesn ALPDO es 4**Kw.corn TPID www.tpestarar SKA =.s:O+dst ,am D7) wes)mafearp Bracing Group Species and Grades, Group A, S ruce- Pine-Fir IS Fir 1 / # IStandard # 2 Stud 3 Stud # 3 Standard Douglas FM - Larch Southern Plnessw 3 #3 Stud Stud Standard Standard Group B, Hen -Fir 1 L Btr 1 Do u ins Flr-Larch Southern Kwass 1 #1 2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). ssFor lx4 So. Piro use only Industrial 55 or Industrial 43 Stress -Rated Boards, Group B values no be used with these graces. 11 Gable Truss Detall Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 100 plf over continuous bearing ( 5 psf TC Dead Load). Goble end supports load from 4' 0' outtookers with 2' 0' ovwrhong, or 12' plywood overhang. Attach 'L' braces with IN (OJMx3.0' nkJ malls. For (1) ' L' brace- space no" at 2' oc. In Ur and zones and 4' o c. between zones. l#Wor ( 2) 'L' braces, space nolls at 3' o.c. In IW and zones and 6' o c. between zones. L' bracing must be a minimum of BOX of web member length. Gable Vertical Plate Sizes Refer to common truss design for peak, spike, and howl plotes. Refer to the Building Designer for conditions not addressed by tHs detall. Vertical Len tin No ice Less than 4' 0' 2%4 Greater than 4' 0', but less than 11' 6' 3X4 Greater than 11' 6' 4X4 e 1 % ATE Or as'"•'asa•• TOT. LD. 60 PSF y'''' SPACING24. 0' REF ASCE7- 10-GAB14030 DATE 10/ 01/14 DRWG A14030ENC101014 System 42 Ply to Ply Connection Detail Using GRK (RSS) JTS 1/4x6-3/4 or Simpson SDS25600 or SDW22634 Strong Drive Screws or Equal. Max. Concentrate 4Load per Chart Below rZ. r~ vb La.. Location Apply screws to top chord within 12' of the concentrated load. location 2 4' o,c, min, evenly distributing them to each side of the concentrated load. A maximum of 6 screws may be applied to the top chord for each concentrated load. For double top chords, evenly distribute the screws over both top chords, using same spacing guidelines specified above. The max number of top chord screws Is 6 per chord member for a total maximum of 12 screws. 1 1/2' If the concentrated load connection requires more screws than 6 per top chord member and the load Is located at a panel point where webs Intersect the top chord, the remainder of required screws may be applied to those webs below the concentrated load location evenly spaced e 4' o.c., min, keeping the 3' min end distances. Each additional screw Is worth 474 lb for SP webs, 442 lb for DFL webs, and 400 lb for SPF webs. of Screws Maximum Concentrated Load (lbs) (1.00 DF) SP DFL SPF 1 474 442 400 2 984 8B4 800 3 1422 1326 1200 4 1896 1768 1600 5 2370 2210 2000 6 2844 2652 2400 7 3318 3094 2800 8 3792 3536 3200 9 4266 3978 3600 10 j 4740 4420 j 4000 11 5214 1 4862 4400 12 5688 1 5304 4800 Refer to Alpine sealed drawing for individual truss design. Load Applled to This Ply 3 1/2' 3 1/2' Truss Member (Chord Shown) Screw Position In the Truss JTS or Strong -Drive General Notes, 1, Screws centered along the 1.5' dimension of the 4x2 member. 2. Minimum end distance of 3'. 3. Screws Installed with head In loaded member. 4. Gap between plies not to exceed 1/8'. 5. Screw location may be adjusted up to 1' to avoid conflict with other hardware or to avoid lumber defects. 6. Do not Install screws In areas where lumber 7. Equal loads from both faces or loads th distributed to each ply do not require B. For 3x2 members use GRK (RSS) JTS 1/ SDS25412 or SDW22500 screws or eq 9. Contact Alpine for special connection) not, detalt. LL4 IF 3/4' Max, Uniform Load per Chart Below 1 1 1 For single top chord, see chart below for screw spacing. For double top chord the screw spacing may be doubled (but may not exceed 24' o,c. per chord), Screw spacing shall be offset by 1/2 the o,c. spacing In each chord. Screws need only apply to the extents of that load. For chord sections supporting less than 100 plf apply one screw at each top chord ,Joint location, Top Chord Screw oz. Spacing (Inch) Maximum Uniform Load (ptf; Along Top Chord (1.00 DF) SP DFL SPF 4 1422 1326 1200 6 948 884 800 8 711 663 600 10 568 530 480 12 474 442 400 14 406 378 342 16 355 331 300 18 316 294 266 20 284 265 240 22 258 241 218 24 237 221 200 o11AR1DOM WAD AM `a601LL IO= m Tlaz 1RAVD)i WW .AhT m FURKI I That BMW= TD M.I. COWRALTOtS DELLMM TIE DWALLDI=, 1 : L PSF REF SY42 Connectlo Tr ws req,trw extreme con h fob GOU h oixilr , shippYp, hstollhp oM Refer end IoUow tM at<>t edim, w SCSI akatay Corporwnt safety LHorno:Ion. 6y Tvl oM HG17 for wq o ATE : C L PSF DATE 01/19/2018 proctlus prior to pwrforvho tlrsw functions. Imtall— shall provb4 towpor irt brnclnD par Unless noted othwrMv, top lord staff havw properly attadrd str cQr oA sh "*ft ordN2 shwll lava n properly ottndwd rlpld plhp Locotbns sham for p.r,a,,.nt Intern, r..treht of shall lava brncpbosplthstalW par I p 3% 17 or 110, " applicable. ApWy plates to pCt1 P DL PSF DRWG CNSY42PL0118 d L Rwfetr to dro.YnOs 16W-Z f tondord plate poshk— DwtaAs, uNeq rated otMMsw. jy, L OR` dde0• LL PSF AN RIN ODAAMMY Alpha, a division of ITV bA conponmts 6rrao qy Inc sholl not b. rwsponsmlw form Mvktbrn fal kmAd the tress In caniorw with MRI/TPI I, or for ha...inp n es-s•• vs ' T T. LD. PSF Riverporl tHaWtb bey coft°.w A s..I on this bawho or cover I.%V this draw.o, hdlcatn occeptary of profew>solel y for a Tti =ty of D oNA1- f1ry1 8plU DUR. FAC. 1.0013723Drive suite 200 for orny b nsporrbuty of INA&V Desloner per Pi 1 s.cx. 0 278 06 28 2018 SPACINGMarylandHeights. MO63043 for Wore hforratbn see tNs Job's osrwr'aI rotes ppooqpr and Ursa web saws' r d ALPDE, wee.alpYneltw.cowh TPL w...tphst.oro, s1cA. www.sbchdustryarol - wewlccsofw. " t Commentary: Camber may be built Into trusses to compensate for the vertical deflection that results from the application of loads. Providing camber has the following advantagesi Helps to ensure level ceilings and floors after dead loads are applied. Facilitates drainage to avold ponding on flat or low slope roofs. Compensates for different deflection characterlstics between adjacent trusses. Improves appearance of garage door headers and other long spans that can appear to 'sag.' Avolds 'dips' In roof ridelines at the transition from the gable to adjacent clear span trusses. Deflection and Camber In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify any dead load, live load, and In-service creep deflection criteria for flat or low -slope roofs subject to ponding loads. The amount of camber is dependent on the truss type, span, loading, application, etceteras. More restrictive limits for allowable deflection and slenderness ratio (L/D) may be required to help control vibration. The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or codes may exist that require exceeding these recommendations, or past experience may warrant using more stringent limitations. L = Span of Truss (Inches) D = Depth of Truss at Deflection Point (Inches) Recommended Truss Deflection Limits Truss Type L D Deflection Limits Live Load Total Load Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) Floor of Room -In -Attic 24 L/360 (vertical) L/240 (vertical) Trusses Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) Roof Trusses Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) Truss Type Recommended Camber Pitched Trusses 1.00 x Deflection from Actual Dead Load Sloping Parallel 1.5 x Vertical Deflection from Chord Trusses Actual Dead Load Floor Trusses (0.25 x Deflectlon from Live Load) + Actual Dead Load Flat Roof Trusses (0,25 x Deflection from Live Load) + SwDesign Dead Load Deflection) 4 Notes Th ••6;6 %j F a considerably less than t }1a 1062*._ iA tth, e.VARlIDa READ AND fdL01/ ALL Nff= ON TTRS RRAVDIGI , , • 1. $ REF DEFLEC/CAMBTAKFURKMHTHSSRAVRIGmTOALL1TRACTM5RcueDR16THEDISTcxs . : 7[ Trusses . ... ..s'r . car. h F.Mrao. ewndhy pubrR .rat bra Refer • fala. the late.* .dim, of SCs1 dro Corparwnt Say.ty fa,waan, by n1 y Wwd pfar e DATE 10/01/14 pracd[., prior « Veda,* tYrse f—b— Iro«Ren dnR provld. `npv"tli.,. and R" W .• ATE Uh.0 natal oth-else, ,op chord zh%U how property attached °°•«" + DRWG DEFLCAMB1014 shsUh— o prop.riy ott..h d Nrte dd c.OYip Locations eho.n for p.rnorwnt 4t.ro1 r.str.ht W • • 4' 41 sewnewvebhstatladperDESIucVons33. 27 ar RID. w appVcapl. Apply pates to each d J of trues and a, aMm abov. and on V. .loYN Drtoas, cries. rated atYrr.be. , • ^ • • R. ier to dra 160A-2 far .tvrLrd pia« podmrs. ` '• r^ / `OP,` Alpine, . dvbdon of 1TV Midr p Ca pawn« Group Ito shop not be r.spavbl. for y d.A.Von i•• O R +• ANffwcD11~ this dra.hp, srry faavv to build the truss h corfa.wnc• .M ANA rp1 4 or vor ewMhp s.W F •'.•A••e• hstallsVon a br.rirp of tr.sw.. Gy AseatonVrstrashytwmver %us" Vss dWWO hdat.s a¢ap«ra:ar o/ proPessbW j S/0 C 13723 Riverpon Drive f • ' Y Tti y ° d m of Vb Suite 200 AlAdr0 >f.slVwr Ov' A16I/1PI 1 Sect. Maryland Heights. MO63043 for pore hforan atlon seethisJaWspan.-- o«s ppaappaa and these e.b sf4a e.n ALPDID elperetocooTPL .e•tpburpl t.eSDMti—iit rdtdotry—W = ...J—fe.arp O T' ReinforcingMember Gable Truss Gable Detail Fnr I Pt —In VPrtirnl Gable Truss Plate Sizes pproprlate Alpine gable detail for e sizes for vertical studs, Engineered truss design for peak, It, and heel plates vertical plates overlap, use a to that covers the total area of Lapped plates to span the web e, 2* 2X4 2X8 rrovwe connections nor uplitt specitlea on the engineerea truss aesign. Attach each 'T' reinforcing member with End Driven Nalls- IOd Common (0.148'x 3.',hln) Nails at 4' o.c. plus 4) nails In the top and bottom chords, Toenalled Nallst 10d Common (0.148'x3',min) 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 Detail Drawings A13015051014, A12015051014, A11015051014, A10015D51014, A14015051014, A13D30051014, A12030051014, A11030D51014, A10030051014, A14030051014 ASCE 7-10 6 ASCE 7-16 Gable Detail Drawings A11515ENC100116, A12015ENC100118, A14015ENC100118, A16015ENCIW Rffi_ IIB,j A18015ENC100118, A20015ENC100118, A20015ENDI00118, A20 "fl A11530ENC100118, A1203CENC100118, A1403CENCICOIIB 11/ A18030ENC100118, A20030ENC100118, A20030ENDIOD ` S11515ENC100118, S12015ENC100118, S14015ENCIO a B ww, S18015ENC100118, S20015ENC100118, S20OMND S11530ENC100118, S1203CENCIWIIB, S14030E 0011 S18030ENC100118, S2003CENC100116, S2W30 D10011 S20030 D100 8 See appropriate Alpine gable detail for maxxbt unrea c gpbl dkl T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Tow-nall - Or - End -nail 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. Jeb Length Increase w/ 'To Brace T' Reinf. Mbr. Size T' Increase 2x4 30 7 2x6 20 % Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical - 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30% = 1.30 1) 2x4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length L 1.30 x 8' 7' = 11' 2' VARNUOM READ MW FOLLOW N1 IQrEs ON TKIS MAVDKi s PatT11Mrm F== TMIS DIMVDG TO N.L.OTTRACTRtS DILL D6 THE DISTALLIOM Trusses "qu6m, *xtreme core h faErl othe, horaihO, s p p, installhp ord RHer to r - ATE REF LET —IN VERT folios the latest .dltwm w SCSI oAwdhp Lwpwrnt safety Gtiormotbn, 6y Tv[ ord SBCA) von s.ICb DATE Ol/02/2018 us practise prior to Pe f Fit tMu iunctlons. Installers shoLL provbb tenporary hr per DCSU Unless rotrd otfwrelse, top chord shall have properly ottodod sinctrol shrep4tp Deed bottom 514611 Have a PropeNy attadrd HOW olha. Locations shown farapppeUrcma.nt tatyerpalatreestraht of .ok* e C DRWG GBLLETIN0118 ofatrwseend s>tbrackvl installedper Ww" Adl the ns1111D,bhtDetails, otirrwlse. p ioa OR,QP•'` lwts• s•sd• d on unless noted Refer to droe 160A-Z For siondard plot* positions. j y' A14 ffW AAFNNY Alpha, a dlvbbn of TTV HWyy pp Conponents Group Inc shall not be rnporsmle 9or an devlotbn this crash*, iy olwt to buad the taus h conformance with NISI/TPI L ar for ` utrp s1 pYp I V 0'„1(' Installation6braryqoftruss*s. »e ` occeptary p.ovessiad AssslanthisdrvwhearcoverPCUstbVMAX. TOT. LD. 60 PSF DUR. FAC, ANY 13723RiverportDrivepyn -- TM = °fd'•,' 06/28/ 2018 Suite zoo f,* H>• r AHaT/TVT 1 s.cr. 0 Z 8 MAX. SPACING 24,0' Maryland Heights. MO 63043 For wore Infarnatlan s** this ,pNs Derwr'al rota pape and these *eb stt*sr NpDE, ....slprWt. mw, rnn ....tp starpl sDrar ....sbcYsLstry.ory Ica ...lccsave.orp SY32/SY42 PLY TO PLY LSC C NNECTI N DETAIL FOR DOWNWARD LOADS ONLY Uniform Load Application Max. T.C. Uniform Load (plf) Up Spacing Atong Top CFiord SP DF SPF/HF 935 810 585 12' o,c 625 540 390 18' o.c. 470 405 295 24' o.c. 375 325 235 30' o.c. Maximum LSC spacing is 30' o.c. Concentrated Load Application I Installation Instructlonsl Max Load lbs) SP DF SPF/HF 1870 1620 1170 Note, Install LSC adjacent, equi and not more than 6' on side of concentrated loaf 1. Position and attach LSC Load applied to loaded ply with (3) 0.131'x1.5' to this ply nails Into narrow face. 2. Bend clip over adjacent ply and attach with (3) 0.131'x1.5' nails Into wide face. WL wmrm LSC42 for single 4x2 chords LSC32 for single 3x2 chords LSC42-2 for stacked 4x2 chords LSC32-2 for stacked 3x2 chords Refer to Alpine sealed drawin for; i ups dtsig mAwmtrao WM 00 FO1W N.L H= a T= WAVM S: , REF SY42 ConnectionomwrtoFIJMMn= =AvnG M ALL COIrRAMM DEUMM TtE DISTAUMM crows repub a eats core ti fobricoteia, hanaep ah pY p,kuteLLY p and ero R.I.r to i folla. the 1.t.et .droop of DCS3 ol ad Corgorxnt Safety LrFarwotfor, by n vid S7CN vor .° e DATE 10 01 14 p p.NornYp three /unctbru. bnt.tl.re > h.0to p•o ,d• temporary br.cYn t Atw °t"•^'..• top vo." .'' "..• p'°p•r'y °tt°e.° .t..,t°"r.°t srd eo's." : $ DRWG LSCSYX2A1014wuhen . properly .tt..h d r 11pplIdd c.up L—U.— ah— for pwwarrt I.t—i r.stroM of u' ahaa have l hetaged per D[SI s.ctl°ne Ki, H7 or 110, os oppUrope MWY pl.tee to arch Iao •.. O d L J O C .. tr n. and os dw.n .b.v. d,d an 33 JoYrt D.ta.,, vi.ss rotetl .tl.r.b.. L ` ,. Reis to dr. 1fi0A-Z for et.ndaN plot. poa,t,oro. ' ` '• O R ' A4*... dK4.1— of a Rvl p Cmw.r U r.w Inc eh.0 not b r.eporsbl. for d.vtatfon '••ee A. -.e aede• ' AN R1N AMPIY tw dr..Np •n7 .A— A to tm d the tnse ti copra.. °.K..a wavri L or for Hv a d ppr p sewm tfb Ypa or corer UWtbV ttb dra.Yp, doDtes .cept.ra o pvfeutrW p qUu 9 r.r v y r4.eevv b tfr sdwy of ewe. nr at°luty and rs. of tw dr..krp /t I' A. 13723 Rlverporl Odve J4, Sulte 200 pK ANSI/TPI t SicB "W1 li V Maryland Heights, MO 63043 For —a Wo-otion w. thb Job's p.n.rW rotta pape and there eeb att.er iil l:l Atrnc ...olpa.tt.cw„ rnv ....tprutory SW" ...u suyorpl tta ...m.f.ory DUR. FAC. ALL STRONGBACK BRIDGING RECOMMENDATIONS BUTT STRONGBACK BRIDGING TOGETHER 4' 0, ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0,128'xaD') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE- IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE, Details 1 and 2 2) 10d COMMON (0148'x3,0') OR BOX/GUN (0.128'x3,0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3(') NAILS OR (4)10d BOX/GUN (0.128'x3.0') NAILS. are the preferred ATTACH STRONGBACK TO WEB W/ (3) 1Dd COMMON—_ 0.148'x3') NAILS OR 4) 10d Box/GUN attachment methods STRONGBACK BRIDGING SPAC] NG REQUIREMENTS Io 10' None re ulred to 271 row fat curter of VW to 37 2 rm 0 st adl V3 to 40t 40' SNol roes of 17 IK pdnW STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 9 All scab -on blocks shall be a minimum 2x4 stress graded lumber.' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' The purpose of strongback brldging Is to develop load sharing between Individual trusses, resulting In an overall Increase In the stiffness of the floor system. 2x6 strongback bridging, positioned as shown In details, Is recommended at 10' -0' o.c. (max.) ma -The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably. 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss, strongback bridging serves to reduce bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore Is strongly recommended by Alpine, For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). WARNM- WAD 00 ra.Lw ALL Ions M TM MAVM : WMMM IUNM nm BMW= M ALL M DQ.MM THE DaTM.LEM • C PSF REF STRONGBACK Trmas "W" e•tnM con in fabricotep, handtetD, shW p, hrtdlYp and prp p we• ,, j • fWas, the mt.,t edtkn M itu I eldYp c•rwenent safety L,fa Mtlon, by TP1 and SDCIJ /or f PSF DATE 10/01/14 pocticnnopwrited to p•rf+++o these 1vx:tbe Lu4ou.rs the provide Per _l PSF DRWG STRBRIBR1014Un4w ,nt.d 0'"M . toP dwd shell Mr. Pngrly attached .trucdrol Yro °round fiord : AT EshoUInv. o pragrly ottedrd HpW c. Lowt— shorn Ior p-11, t.1-1 restmM shoU hev. lra p esstoDsd per Ise Y3, n or p0, as pp Apply pates to eachlk Of he vd "" Y as slcen obove vd m the Joint D.tols. ovi less rated otMMse. I05d6LA9Rehrmdrohpswa-z for .wmrd pets peshilone, a • F p. 4• PSF Alpd a wMon w ITV AAt p Ca porrnts crap Ac. elnD rot w nspoMble for devktfon b OR,Q••` LD. PSFAd1RWODMRANYthis g` the trm In conoorMnc..Ia AwsvrPl L or ror no„a. •n0prv. 4 n ••••.••••• Ap saw r on rteI bora++tItvy «y #_pope ustYp thb drosYp Ydootas azeptusa of pro sft ,i211 0NA C UR. FAC, 1,00 Suite Riveryon Drive Ior- orpr sb".qu.vb the ty &&a • y •^ d m a thb are.rlp I L DVdkpDesbrrrperIYB/TPI 1 ssc8 I Maryland Heights, MO 63043 Kp FW a ww • s psrrrslm Popr .°nd •o olb +,trp L^ N !bw j eeV 1 1p- SPACING YIPtiMtwTPAteYletpnlS7CA. ICfI "Accast. • CLR Reinforcing Member Substitution This detall Is to be used when a Contlnuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired. Notes, This detall Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement, Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Relnf. Scab Relnf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60V T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web. T-Reinforcement or T-Relnf. L-Reinforcements or L-Relnf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcements Apply scob(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. VARIm1113-le READ NO FRUN /ILL laM Rl MW WAVDJO t' OrM r FUCai/l TQS BRAVDG T3 ALL MKTRII m DUAMDG 71E IxSfALIJDIY w. rfQlt. e+trerr core h wlein, C-1 lhondl 3.1 WtnllYp oM b— Refs AoUoethelogstedtknof1CSIOu1RCaparMSolftyInfarction, by NIord SDWpprraacctAa. prkr to p.rforrhhng th.se fvctlo s LnstaU.re W-11 ;:Z= terpor.rY brodnp pfrlkieanotedothelsf, top chord droll Mv. properly attedrd str'ucthraI e/hfoV•IQandcottfMUMVfapraper{y ottoded Hdd Cf1YIp Lxotlons shorn fQ pfrnorxnt latare rest-M o 0" Mvf b o hp hstolled per RBI pc - 33, 17 ar ED, oe oppllcoWe. Apply plot.. to each foe of trues and podtbn u et— ebove and on tM .Joint ll~.. vifse noted otk—lse. Refer to dra 160A-Z f- lirrht—lord plot. tpood$— orgy vilaVort IFANIrWCX)k MNY this dm. pine, fmhrlvto build thew aIn Gordo w hci drANSI l vor MMrp athbp p. Inst.U.tlon 6 1s-2:p of urns... A .eel oin thb draMhp or rover Ust1hR thb d—ling, Intl- s azaptonp o proheslaW 13723 Riverporl Drive 9MnRtif Q *h I' M.ly ideasPA W I 1 Secz Suite 200 arty ev c iM or w Maryland Heights, MO 63043 For — Inf—tlon see ties Job'. Renerol notfs p.pf nrd thee. oeb diw AURDID aeenlpkrlte.com T`D —tphstory SBCA, ewe tt"'Y-DJ IM eeflcusfrop Scab 0 Ow `• e l," Vy ATE OF D 1@ OR \OP• Y A Qw••eeeeeeed••, LD. DTUR, FAC. SPACING06/28/2018 T-Reinf. L-Relnf. PSF REF CLR Subst. PSF DATE 10/01/14 PSF DRWG BRCLBSUB1014 PSF PSF T' ReinforcingMember Gable Truss Gable Detail For Let -in Verticals Truss Plate Sizes Dpropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a to that covers the total area of lapped plates to span the web. e, 2* 2X4 2X8 rrovlae connections ror upurz speoneo on sae engtneervo truss oessgn. Attach each 'T' reinforcing member with End Driven NoRS1 10d Common (0.148'x 3.',rdn) Nails at 4' o.c. plus 4) nails In the top and bottom chords, Toenalled Nails, IOd Common (0.148'x3',mIn) Toenalls at 4' o.c. plus 14) 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, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENCI01014, A12015ENCIO1014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A2001 A11530ENCI01014, A12030ENC101014, A1403CENC101014, 010 A1803CENC101014, A20030ENC101014, A20030END101 3 01 S11515ENC100815, S12015ENC100815, S14015ENCI 1 , S18015ENC100815, S20015ENC100815, 520015E S11530ENC100815, S12030ENC100815, S1403 S18030ENC100815, S20030ENCI00815, S2003 NDI ~ S ED1 1 See appropriate Alpine gable detail for T' Reinforcement Attachment Detail T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Dr - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall>, Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace T' Relnf. Mbr. Size T' Increase 2X4 30 % 2x6 20 Example- ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical - 24'o.c. SP k3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 30y. = 1.30 1) 2x4 'L' Brace Length - 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30x8'7'=11'2' MmtrLWWSN T ROAD AI] rDO AL ALL times ON Tlas UNG T i 7C • ^ = REF LET -IN VERTomwlTAuroARIONlTIaSDAMUALLLLNOTESONDICTHISDRATHEINSTALLERi • Trusses repute extreme care h f°brkotlna, hondhe, ship;*,, hstoUhp and brochp, Refer and f ito. the latest edtlon of SCSI Ob Adro C-q-, t Safety Wormatlon, by TPI and SDCN for ATE : DATE 10/Ol/14 prectk°. prior to p°rforNrp thws. functions. 1-t.Uer. sh°U provbt. temporarY bench; per • • Unless %twd otherwise, top chord shall have properly attached structural sheouvrtp and bottom ° : DRWG GBLLETIN1014 we shall have a properly attaded rkW celYp Locations shown for permanent Iete-I restroYui o/ ffFf11I1 1 shall have bracing bm taUed per BCSI sections i3, 37 or 110. u applicable. Apply Wotes to wade f O `NALP0trussnrdpositionasshownaboveandonthe .bht Details, vdwu rated otherwise. III•1 t O F a ``_ ' Ilf Refer to dra.hps I60A-2 for sAwWord plate positions. • • Alpine, a division of ITV Bullddhrup Conponents group Inc Blau rot W respwuslble for on d.Natbn f y ew w• AN rfflW enwlNr this draelrg, any foltre toBull tress h conforranu .Ith ANSI/TPI 11 or for S/pNA , MAX. TOT, LD, 60 PSFhstoUotbnf. broch0 of trusses. .sAs. I on this whp or cover Usihe this draw*;, hdcatas occepboree of proPesYwel 4/ 1 13723 Riverport D&e ..w wrr ^.oa.ut sol.IY e es n sna.^ The suitability end u:. °f this drawing fount 1U l u DUR, FAC, ANY Suite 200 far wny b tie >uahp Dws%pw per ANSVM I S@c.& #0 278 06/28/2018 Maryland Heights. MO 63043 For more Information see this Job's Urnerat intes poae and these wwb sites, MAX. SPACING 24,0' ALP M ewealphws elt..comi TPL w-.tpbwtoM SBCA, bc=try.orel ICo wwwJecsofe.ore 3/04/19 SEMINOLE COUNTY GOVERNMENT PERMIT FEES RECEIPT 15:08:43 APPL # 18-10000453 PERMIT RECEIPTT # 0072421 OWNER: JOB ADDRESS: *CITY NORTH LOT #: SCI LIBRARY R 54.00 54.00 00 SCI SCHOOLS R 9000.00 9000.00 00 SCI ROAD ARTERIALS R 705.00 705.00 00 TOTAL FEES DUE .............: 9759.0.0 AMOUNT RECEIVED. ............: 9759.00 DEPOSITS NON-REFUNDABLE * THERE IS A PROCESSING FEE RETAINAGE FOR ALL REFUNDS ** COLLECTED BY: BDDT02 BALANCE DUE..........: .00 CHECK NUMBER.........: 000002836958 CASH/CHECK AMOUNTS...: 9759.00' COLLECTED FROM: THE WEEKLEY GROUP DISTRIBUTION.........: 1 - COUNTY 2 - CUSTOMER 3 - 4 - FINANCE