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1859 ATLANTIC BECH DR - PERMIT RES17-0258 CITY OF ATLANTIC BEACH r — k 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 BMJ 31.,'`r INSPECTION PHONE LINE 247.--- RESIDENTIAL - NEW SINGLE FAMILY RESIDENCE MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0258 Description: NEW SINGLE FAMILY RESIDENCE Estimated Value: 478737.6 Issue Date: 11/30/2017 Expiration Date: 5/29/2018 PROPERTY ADDRESS: Address: 1859 ATLANTIC BEACH DR RE Number: 169505 1550 PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape May Avenue Ponte Vedra, FL 32081 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: TOLL BROS.,INC Address: 250 GIBRALTAR RD STEVEN R MERTEN HORSHAM, PA 19044 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF . COMMENCEMENT MAY RESULT IN YOU 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 ATTOIZNTEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT,:" * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. City of Atlantic Beach APPLICATION NUMBER s „ rit � Building Department (To be assigned by the Building Department.) 800 Seminole Road �S i-7 _ O -5 < Atlantic Beach, Florida 32233-5445 l Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 1 E City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: S a a Department review required Yes o ( uildinI- Applicant: bL� P<'os' �; eJ arming &Zoning ' Tree Administrator Project: IN L/i 5 i I\:)&UC'_ r.P, na I L' marks " u lic Utilities �S I, C.C— Public Safety Fire Services Review fee $ Dept Signature - - - - - Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: 0 pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: '�F3FU�1`LQt1�1G PLANNING &ZONING /• Reviewed by: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied.6r ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: [–]Approved as revised. ❑Denied. []Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 w,� jvj}rCity of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) f c 800 Seminole Road Atlantic Beach, Florida 32233-5445 �S CD Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://wvm.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:' ( 4 �,�, Department review required Yes No uildin _� Applicant: I f�L� C�S fes. s �'g*- �-g anrin -& o rn ree Administrator Project: y Et/J _S I ND I,F r fQ,rv► I L �l Pu �c61 w rks�- u lic Utilities2 Public Safety Fire Services Review fee $ _ Dept_Signature s Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. [-]Denied. ❑Not applicable (Circle one.) Comments: BUILDING �RL�ANNI'NGYBrZONIIN. Reviewed by' �� Date://- 0- TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 t AV N�, City of Atlantic Beach m APPLICATION NUMBER,., Building Department -�:� ,•, a �a ., -`-� (To be assigned by the'Building Department.) 800 Seminole Road ! Atlantic Beach, Florida 32233-5445' i�, �� n Phone(904)247-5826 • Fax(904)' -5845 2017 � 1 1 E-mail: building-dept@coab.us h + Date routed: - 1 l City web-site: hftp://www.coab.uiF,�-.--------_ G� APPLICATION REVIEW AND TRACKING FORM Property Address: 8 SP�4(O \` Q V C Department review required Yes No �` uildin Applicant: 10LL P",os �(y C, arming &Zoning Tree Administrator Project: �� f�,(,�.9 S i (�7G l.0 ,rte I L.�-1 icWorks; u lic Utilities ��' Public Safety Fire Services Re eiv w fee $ Dept Signature, Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. [—]Not applicable (Circle one.) Comments: BUILDING c PLANNING &ZONING r Reviewed Date: -� TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable u �7 Pa1BL{C2t, 'XS�' Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach APPLICATION NUMBER P Building Department (To be assigned by the Building Department.) NOV 69 800 Seminole Road 2017 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-584'5��b cr, E-mail: building-dept@coab.us L Date routed: q9 I City web-site: http://www.coab.us, APPLICATION REVIEW AND TRACKING FORM Property Address: l4 PS4(GAC" ("a Department review required Yes No 4!uLil�in _—) Applicant: cc) P,osA�an ing &Zoning � Tree Administrator Project: 1"� EW S i ND&L& I L S L(� Public—Safety Fire Services Reviewfee $ bepj_Signature yc ot,-7 Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPILPATION STATUS Reviewing Department First Review: PApproved. []Denied. E]Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: A�7 TREE ADMIN. Second Review: DApproved as revised. [:]Denied. ONot applicable P WORKS� Comments: JT 13- 17 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. DIDenied. [:]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application OFFICE COPY a "n City of Atlantic Beach l 800 Seminole Road,Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 I Job Address: 1859 Atlantic Beach Drive Permit Number: �'S ` �'Sc Legal Description Lot 51 Atlantic Beach t 2, Parcel# 67-132 08-2S-29E .213 RE# 169505-1550 Valuation of Work(Replacement ost 1481.42 1 Heated/Cooled SF 3584 Non-Heated/Cooled 1500 • Class of Work(Circle one): �ew �Itteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: New home construction. Florida Product Approval# See attached. for multiple products use product approval form Property Owner Information Name: TOLL FL VI LIMITED PARTNERSHIP Address: 160 Cape May Avenue city Ponte Vedra State FL zip 32081 Phone 904-217-0739 E-Mail btallman(cDtollbrothers.com Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) TOLL FL VI, LP Contractor Information Name of Company: Toll Bros., Inc. Qualifying Agent: Steven R. Merten Address 160 Cape May Avenue City Ponte /e ra State FL zip 32081 :Office Phone 904-595-5243 Job Site/Contact Number 904-595-5243 State Certification/Registration# CGC1510225 E-Mail btaliman@tolilDrothers.com Architect Name&Phone# Toll Architecture (407) 248-5800 Engineer's Name& Phone# Lou Pontigo &Associates (904) 242-0908 Workers Compensation Policy#MWC30267702./ Expires: 9/1/2018 Exempt/Insurer/Lease Employees/Expiration Date 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 the standards of all the laws regulationg 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPS . IF YOU INTEND TO OBTAIN F ANCING, CONSULT WITH YOUR LENDER OR AN ATTO BEFORE RECORD N UR NOTICE OF COMMENCEMENT. 1 DAN f Owner or Agent including Contractor) (Si;Virmc of Contractor) q Signed d s to(or affirmed)before me this 9—day of Signed and swo tc (or d)before me this / day of K Cdr ,by Sf4,M rykCftb°/2— , 7D/? by —C>tVA M U� ilgnatu f Notary) (Sign ure of Notary) �spA Notary Public State of Florida c�PtrgF Notary Public State of Florida Melissa sue Lieberman ?A� Melissa Sue Lieberman [ Personally Known OR y a My Commission GG 126066 [ personally Known OR +Y*,{�pz My Commission GG 126068 Produced Identification ''qua Expires 09/1612021 01, Expires 05/t 112021 [ ] [ ]Produced Identification Type of Identification: Type of Identification: �SS 3f, REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT,issued on this day of ,2C , by the City of Atlantic Beach,Florida, a municipal corporation organized and existing under the laws of the State of Florida,hereinafter referred to as"CITY"and TOLL FL VLLP of Atlantic Beach,Florida,hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach Right-of-Way Permit# This work is generally described as Pavers in the Right-of-Way for the driveway. Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty (30) days' notice by CITY to USER, said notice to USER shall be given by certified mail, return receipt requested,to the following address 1859 Atlantic Beach Drive Parcel#67-132 08-2S-29E.213 • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code_requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER,prior to making any changes from the approved plans and/or method,must obtain written approval from the City of Atlantic Beach Public Works Department,for said change within 30 days.after the day of completion. • This permit shall inure to-the benefit of,and be binding upon,the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications,to include utilities locate requirements and use limitations/requirements of public right-of-ways and other public land. USE#further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any oehe work herein under the terms of this permit and that all of said liabilities are hereby assumed by the US Date / Property Owner: St en .M en,Division Sr. Vice President, TOLL FL VI,LP(signed i pres of Notary Public) STATE OF FLORI A, COUNTY OF SAINT JOHNS The foregoing instrument was acknowledged this day of 2017 , by who personally appeared before me and (printed name of Signer) acknowled that he/she signed the instrument voluntarily for the purpose expressed in it. Signature o N tart'Publ' ,State of Florida Approved/Public Works Department: Personally Known Produced Identification(Type) 0,0&1 �` Melissa Sue L ebermanPublic state of da Scott ill ams, ubllc orks Director S c My Commission GG 126066 "d Expires 09/1612021 RIGHT-OF-WAY/ EASEMENT PERMIT e -- � ' t1 Permit#Issued by the City of Atlantic Beach PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES Job Address 1859 Atlantic Beach Drive Phone 904-595-5243 Permittee Steven R.Merten,Division Sr.Vice President Email btaliman(o)tollbrothers.com Requesting Permission to Construct Pavers in the Right of Way for the driveway Location (Reference to Cross-Street) Atlantic Beach Drive&Atlantic Beach Court-06884 ATLANTIC BEACH COUNTRY CLUB UNIT 02 • Permittee declares that prior to filing this application they have ascertained the location of all existing-utilities, both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction,repair,improvement,maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all said poles,wires,pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Stacia Moore (Project Superintendent) located at 237 9th Avenue North,Suite 4,Jacksonville Beach,FL 32250 • All materials and equipment shall be subject to inspection by the Director of Public Works. • All city property shall be restored to its original condition as far as practical, in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation, as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of--way are to be included with this application. • The permittee shall commence actual construction in good faith within days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Director of Public Works to make sure no changes have.occurred in the area that would.affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right,title.and interest in the land to be entered upon and used by the holder, and the holder will, at all times, assume all risk of and indemni defend and save harmless the City of Atlantic Beach from and against any and all loss, damage and cost of e p nses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and pri le es. • The Director of Public W r hall be notified twenty-four(24)hours prior to starting wo k and again immediately upon comp r Q Date Permittee: Steven R.Merten,D sio .Vice President,TOLLFL VI,LP ,(signed in presence of Notary Pu lic) STATE OF FLORIDA,COUNTY OF SAINT JOHNS The foregoing instrument was acknowledged this day of QCfa b,E2 ,20(7 , by 3'eVt Merit .. ,who personally appeared before me and (printed name of Permittee) acknowledge he/she si the instrument voluntarily for the purpose expressed in it. Personally Known Signatu a otar ublic,St t f 1 r'd Produced Identification(Type) �� ° Notary Public State of Florida Melissa Sue Lieberman +� v My Commission GG 126068 ��'of add Expires 0911812021 r[ City of Atlantic Beach r f PUBLIC UTILITIES DEPARTMENT z_ 1200 Sandpiper Lane -- Atlantic Beach, FL 32233 (904)247-5834 NEW WATER/SEWER TAP REQUEST Date_//-/3-! 7 Project Address R7-/,4M-/c EE7kic-Al Dr- Number of Units Commercial Residential V Multi-Family 3� of New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) 3 " New Reclaim Water Meter Size yq New Connection to City Sewer Applicant Name Applicant Address City State Zip Phone Cell Email Applicant Signature CITYSTAFF USE ONLY Application# 12E5 1 '7 0 2 5- Water Water System Development Charge $ ' I LA O Sewer System Development Charge $ O 6b ,00 Water Meter Only $ 1 `? 0 Reclaim Meter Only $ ( 8 S, GO Water Meter Tap $ Sewer Tap $ Cross Connection $ Other $ TOTAL $ Jam, (0 I C7 C�O (Notes) APPROVED Kayle Moore, P.E. Date Public Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED OFFICE COPY DO l�®�`ATE 13�g,C��l- OFFICE U,� �I�IY, Applzca e Co es: 2010 FLORIDA BUILDING CODE Aeew Res t (circle one) CPP-toDved Disapproved Approved w/ Conditions Review hitials/Date: Development See � habitable Space s Mon-Habitable- 5-0 y �. npetvious area Usceflaneous InLormation xupancy aroup -3 pe of Construction. .mber of Stories 2 i-ing District S L K. Occupancy Load Sp.Vinidexs Required d.done x Utions/cComments: PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH,FLORIDA OFFICE C0PY Project Name: Toll Brothers,Inc. Permit# R&S/7 -Uva S8'� Project Address: 1859 Atlantic Beach Drive,Atlantic Beach,FL 32233 Lot 51 As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuildin..org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1. Swinging Masonite Wood Edge,Steel N/A Double-FL8228.6 Single-FL6506.4 Simpson Door Company Wood Door FL 14487.1 Therma-Tru Fiberglass/Wood Door N/A FL 5262.3 2. Sliding PGT 2500 Aluminum Slide Glass +25/-25 FL 251 3. Sectional Clopay Building Products Section Ext.Door +20/-20 PSF FL15279.1/FL15279.3 4.Roll up 5.Automatic 6. Other B. WINDOWS 1. Single Hung PGT 5400 Vinyl Single Window +50/-50 FL 1435 2. Horizontal slider PGT 5400 Vinyl Hor.Window +50/-50 FL 1844 3. Casement 4.Double hung 5.Fixed PGT 5400 Vinyl Fixed Window +50/-50 FL 5012 6.Awning 7. Pass-through 8.Projected 9.Mullion PGT Alum/Vinyl Mullions N/A FL 261 10.Wind Breaker 11.Store Front/Mitred Glass Kawneer Glass Windows Mitred Glass Windows +30/-30 FL 10008.1 12. Glass Block US Block/Hy-Lite Glass Block Window 70 PSF FL 185.12 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# Co PANEL WALL 1.Siding James Hardie Building Products,Inc. Lap Siding and Shingle Panels N/A FL 13192.2; 13192.4 FL 12098.3; 12098.1; Nichiha Corp. Lap Siding and Shingles N/A 12875.1 2. Soffits/Ceilings James Hardie Building Products,Inc. Soffit Panels N/A FL 13265.1 Nichiha Corp. Soffit Panels N/A FL 12098.4 3.EIFS 4.Storefronts Kawneer Glass Windows Mitred Glass +30/-30 FL 10008.1 5.Curtain walls 6.Wall louvers 7.Glass block 8.Membrane 9.Greenhouse 10.Synthetic Stucco 11.Other D.ROOFING PRODUCTS 1.Asphalt shingles GAF Corp. Timberline 30 year Arch Shingles N/A FL 10124.1 2.Underlayments Woodland Industries,Inc. Felt N/A FL 1814.12 Boral Roofing Roof Underlayment N/A FL 14317.1 3.Roofing fastners 4.Nonstructural metal roof Millennium Metals,Inc. Metal Roofing-M seam N/A FL 5211.3 R6 5.Built-up roofing 6.Modified bitumen 7.Single ply roofing 8.Roofing tiles 9.Roofing insulation 10.Waterproofing 11.Wood shingles/stakes Watkins Sawmill LTD. Wood Shingles and Shake N/A FL 13714.1 12.Roofing slate 13.Liquid applied roofing 14.Cement-adhesive coats 15.Roof tile adhesive 16. Spray applied polyurethane roof 17.Other Pli-Deck Walking deck membrane N/A FL 12407.1 Category/Subcategory Manufacturer. Product Description Limitation of Use State# Local# E. SHUTTERS 1.Accordion 2.Bahama 3.Storm panels Town and Country Industries Storm shutters N/A FL 11963 4.Colonial 5.Roll-up 6.Equipment 7.Other F. STRUCTURAL COMPONENTS 1.Wood connector/anchor Simpson Strong Tie Per engineering 2.Truss plates Alpine Engineered Truss plate conn. Per engineering 3.Engineered lumber Georgia Pacific Eng.Lumber FL 2023.1 4.Railing 5.Coolers-freezers 6.Concrete admixtures 7.Material 8.Insulation forms 9.Plastics 10.Deck-roof 11.Wall 12. Sheds 13.Other G. SKYLIGHTS 1. Skylight Sun Tek FGC Skylite FL 2442 2.Other H.NEW EXTERIOR ENVELOPE PRODUCTS 1 7/16"Zip Wall-Structural 1 OSB(roof and wall);manufacturered by Huber Engineered Woods 2 In addition to completing the above list of manufacturers,product description and State approval number for the products used on this project,the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. Brianna Tallman (Contractor Name) (Print Name) (Signature) Company Name: Toll Brothers,Inc. Mailing Address: 160 Cape May Avenue City: Ponte Vedra State: FL Zip Code: 32081 Telephone Number: 904 217-0739 Fax Number: Cell Phone Number: 904-405-8969 Email Address: btallman@tollbrothers.com OFFICE COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation-- Residential Performance Method i Project Name: The Anna Maria 3584 Left W Builder Name: loll Brothers,Inc. street: Lot 51 Atlantic Beach CC Permit Office: Duval 1 i City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3471.3 sqft.) Insulation Area a.Frame-Wood,Exterior R=19.0 3251.30 ft2 2. Single family or multiple family Single-family b.Frame-Wood,Adjacent R=13.0 220.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms .4 d.N/A R= ft2 I 10.Ceiling Types (2121.0 sqft.). Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 1878.00 ft2 j 6. Conditioned floor area above grade(ft2) 3584 b.Under Attic(Vented) R=19.0 243.00 ft2 j c.NIA R- ft2 Conditioned floor area below grade(ft2) 0 11.Ducts R W 7. Windows(572.5 sqft.) Description Area a.'Sup:Attic,Ret:Attic,AH:Garage 6 262 a. U-Factor: Dbl,U=0.34 572.50 ft2 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 .223 SHGC: SHGC=0.27ft2 12.Cooling systems kBtu/hr Efficiency b. U-Factor: N/A a.Central Unit 24.0 SEER:14.50 SHGC: t b.Central Unit 18.0 SEER:14.50 c. U-Factor: N/A ft2 SHGC: '13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 24.0 HSPF:8.20 SHGC: b.Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 3.262-ft. 14:Hot water systems Area Weighted Average SHGC: 0.270 a.Natural Gas Tankless Cap:1 gallons 8. FloorTypes (3584.0 sqft.) Insulation Area EF:0.800 a.Slab-On-Grade Edge Insulation R=0.0 .2121.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1463.00 ft2 None c.N/A R= ft15.Credits Pstat Total Proposed Modified Loads: 77:17 -.-PASS Glass/Floor Area: 0.160 Total Baseline-Loads: 88.78 /'�i I hereby certify that the plans and specifications covered by Review of the plans and O '� EAr�p -this calculation are in compliance with the Florida Energyspecifications covered by this Code. calculation indicates compliance ro �i+, ' ;;a ,r`�.•�'�,,, c` with the Florida Energy Code. +ft+�. .'� r�L!»G(ticyit ' Before construction is completed PREPARED BY: DATE: this building will be inspected for compliance with Section 553.908 . ' I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Code. WB OWNER/AGENT: Brianna Tallman BUILDING OFFICIAL: DATE: 11-7-17 DATE: - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with 8402.4.1:2. 10/11/20171:22 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: The Anna Maria 3584 Left W Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: ' 3584 Lot# Owner: Toll Brothers,Inc. Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Toll Brothers,Inc. Rotate Angle: 0 'Street: Lot 51 Atlantic Beach C Permit Office: Duval Cross Ventilation: No County: Duval Jurisdiction: .261300 Whole House Fan: No City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block/ 2121 21210 2 Block2 1463 13167 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 'Main 2121 21210 Yes _2 1 1 Yes Yes Yes 2 2nd Floor 1463 13167 No 3 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value "file Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 175 ft 0 2121 ft2 ___ 0 0 1 2 Floor Over Other Space 2nd Floor 1463 ft2 0 0 0 1 ROOF 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 2372 ft' 532 ft2 Medium 0.6 N 0.9 No 0 26.6 ATTIC J # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2121 ft2 N N 10/11/2017 1:22 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING # Ceiling Type Space R-Value Ins7ype Area Framing Frac Truss Type i Under Attic(Vented) Main 38 Blown 590 ft2 0.11 Wood 2 Under Attic(Vented) 2nd Floor 38 Blown 1288 ft2 0.11 Wood i 68 ft2 0.11 Wood 3 Under Attic(Vented) Main 19 Blown ; 4 Under Attic(Vented) 2nd Floor 19 Blown 175 ft2 0.11 Wood �I I� WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below II7 na Space R Value Ft In Et In .-Area- I Fran4inn A _ 1 W Exterior Frame-Wood Main 19 26 0 10 0 260.0 ft2 0 0.23 0.6 0 _2 W Exterior Frame-Wood 2nd Floor 19 45 0 9 0 405.0 ft2 0 0.23 0.6 0 _3 N Exterior Frame-Wood Main 19 46 8 -10 -0 466.7 ft2 0 0.23 0.6 0 4 N Exterior Frame-Wood .2nd Floor 19 42 8 9 0 384.0 ft2 0 0.23 0.6 0 ^_5 E Exterior Frame-Wood Main 19 48 0 10 0 480.0 ft2 0 0.23 0.6 0 _6 E Exter(or Frame-Wood 2nd Floor 19 45 0 9 0 405.0 ft2 0 0.23 0.6 0 _7 S Exterior Frame-Wood Main 19 46 8 10 0 466.7 ft2 0 0.23 0.6 0 _ 8 S Exterior Frame-Wood 2nd Floor 19 42 8 9 0 384.0 ft2 0 0.23 0.6 0 9 W Garage. Frame-Wood Main 13 22 0 10 '0 .220.0 ft2 0 0.23• 0.01 0 :DOORS # Ornt Door Type Space Storms U Value Width Height Area Ft In Ft In 1 W Wood Main None .39 2 8 8 .21.3 ft2 2 W Insulated Main None .39 3 8 .24 ft2 'i WINDOWS Orientation shown Is the entered.Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening ' 1 W '1 Vinyl Low-E Double Yes 0.34 0.27 12.0 ft2 6 ft 4 in 1 ft 0 in None Exterior 5 2 W 1 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft2 5 ft 4 in '1 ft 0 in None Exterior 5 3 W 2 Vinyl Low-E Double Yes 0.34 0.27 16.0 ft2 T ft 4 in 1 ft 0 In None Exterior 5 . 4 W 2 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 5 W 2 Vinyl Low-E Double Yes 0.34 0.27 24.0 ft2 -1-ft 4 in 1 ft 0 in None Exterior 5 6 N 3 Vinyl Low-E Double Yes 0.34 0.27 24.0 ft2 '1 ft 4 in 1 ft 0 in None Exterior 5. 7 N .4 Vinyl Low-E Double Yes 0.34 0.27 45.0 ft2 1'ft 4 in 1 ft 0 in None Exterior 5 8 E 5 Vinyl Low-E Double Yes 0.34• 0.27 45.0 ft2 -1 ft 4 in 1*ft 0 in Drapes/blinds Exterior 5 9 E 5 Vinyl Low-E Double Yes 0.34 0.27 36.0 ft2 8 ft 4 in 1,ft 0 in None 'Exterior 5 10 E 5 Vinyl Low-E Double Yes 0.34 0.27 96.0 ft2 8 ft 4 in 1 ft 0 in None Exterior 5 11 E 6 Vinyl Low-E Double Yes 0.34 0.27 30.0 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 12 E 6 Vinyl Low-E Double Yes 0.34 0.27 4.5 ft2 1 ft 4 in 1 ft 0 In None Exterior 5 13 S 7 Vinyl Low-E Double Yes 0.34 0.27 36.0 ft2 1 ft 4 in 1 ft 0 in None Exterior 5 14 S 7 Vinyl Low-E Double Yes 0.34 0.27 23.3 ft2 1 ft 4 in 1 ft 0 in None Exterior 5 15 S 8 Vinyl Low-E Double Yes 0.34 0.27 23.3 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 16 S 8 Vinyl Low-E Double Yes 0.34 0.27 6.0 ft2 1 ft 4 in 1 ft 0 In None Exterior 5 17 N 3 Vinyl Low-E Double Yes 0.34 0.27 23.3 ft2 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 10/11/2017 1:22 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 WINDOWS Orientation shown is the entered,Proposed orientation. Overhang / Wall V # Ornt ID Frame Panes NFRC U-Factor SHGCArea Depth Separation 'Int Shade Screening 18 S 7 Vinyl Low-E Double Yes. 0.34 0.27 21.3T 1 ft 4 in 1 ft 0 in Drapes/blinds Exterior 5 19 E 6 Vinyl Low-E Double Yes 0.34 0.27 6.7 ft2 1 ft 4 in 1 ft 0 in . None Exterior 5 20 E 6 Vinyl Low-E Double Yes 0.34 0.27 40.0 ft2 1 ft 4 In 1'ft O in None Exterior 5 . GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 859 ft2 859 ft2 73 ft l o ft 0 I INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000427 4010.6 220.18 414.08 .4044 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 24 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPF:8.2 18 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts { 1 Central Unit Split SEER:14.5 .24-kBtu/hr 720 cfm 0.7 1 sys#1 2 Central Unit None SEER:14.5 18 kBtu/hr 540 cfm 0.7 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas Tankless Exterior 0.8 1 gal 60.9 gal 120 deg 'None SOLAR HOT WATERSYSTEM FSEC Collector Storage Cert#/ Company Name System Model# Collector Model# Area Volume FEF .F7 ft2 None None DUCTS / ---Supply— --Return--- Air CFM 25 CFM25 HVAC-# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool. 1 Attic 6 262 ft2 Attic 47 ft2 Default Leakage Garage (Default) (Default) 1 1 2 Attic 6 223 ft2 Attic 95 ft2 Default Leakage 2nd Floor (Default) (Default) 2 2 i 10/11/2017 1:22 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 I , FORM R405-2014 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan [[ ]]Feb [[ ]]Mar jXj Apr [ Ma X Jun X Jul X Aug X Se Oct X Nov Dec Heating �Xj Jan [X]Feb [X]Mar Apr [ May jun Jul Aug Sep �X�Oct €X�Nov € Dec Venting Jan [[ ]]]Feb [[[X]]]Mar Apr [ ]May ` Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(W D) 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) 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(VIIEH) PM 66 66 66 68 68 68 68 68 68 68 68 68 68 66 66 I I 10/11/2017 1:22 PM EnergyGaugeO USA-FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY- CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 87 ; The lower the EnergyPerformance index, the more efficient the home. Lot 51 Atlantic Beach CC, Atlantic Beach, FL, "1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a.Frame-Wood,Exterior R=19.0 3251.30 ft2 2. Single family or multiple family Single-family b.Frame-Wood,Adjacent R=13.0 220.00 ft2 3. Number of units,if multiple family 1 c•N/A R= ft2 d.N/A R= ft2 4. Number of Bedrooms 4 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 1878.00 ft2 6. Conditioned floor area(ft2) 3584 b.Under Attic(Vented) R=19.0 243.00 ft2 c.N/A R= ft2 7. Windows" Description Area 11.Ducts R ft2 a. U-Factor: Dbl,U=0.34 572.50 ft2 a.Sup:Attic,Ret:Attic,AH:Garage 6 262 SHGC: SHGC=0.27 b.Sup: Attic,Ret:Attic,AH:2nd Floor 6 223 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtulhr Efficiency c. U-Factor. N/A ft2 a.Central Unit .24.0 SEER:14.50 b.Central Unit 18.0 SEER:14.50 SHGC: d. U-Factor: NIA ft2 13.Heating systems kBtulhr Efficiency SHGC: a.Electric Heat Pump 24.0 HSPF:8.20 Area Weighted Average Overhang Depth: 3.262 ft. b.Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average SHGC: 0.270 B. Floor Types Insulation Area 14.Hot water systems Cap:1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2121.00-ft' a.Natural Gas EF:0.8 b.Floor Over Other Space R=0.0 1463.00 ft2 b. Conservation features c.N/A R= ft2 None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building. ogE sTg�� Construction through.the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL.Display Card will be completed,,, based on installed Code compliant features. w ""' `''"'"'�%`�'��=-`• °� cA _ Builder Signature: ate: 11-7-17 � ya. Address of New Home: 1859 Atlantic Beach Drive City/FL p Atlantic Beach ,FL yob WS 32233 *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required b Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. q Y 10/11/2017 1:22 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 I f FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: Lot 51 Atlantic Beach CC Permit Number: Atlantic Beach,FL, MANDATORY REQUIREMENTS See individual code sections for full details. ❑ 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law [Section 553.9085,Florida Statues]requires the EPL display card to be Included as an addendum to each sales contract for both presold and nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C., ❑ R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • R402.4.1.1 installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1:1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. • R402.4.1.2 Testing. 'The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through B.Testing shall be conducted with a blower door ata pressure of 0.2 inches w.g.(50 Pascals).Where-required by the-code official;testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code . official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping 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. O R402.4.2 Flreplaces..New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. 0 R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air Infiltration rate of no more than 0.3 cfm per square foot(1.5 Us/m2),and swinging doors-no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NERC 400 or AAMAIWDMA/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. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ 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. ❑ R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater-certified in accordance with Section 553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches'w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 L/min)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(2513a)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handier is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm (85 Umin)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 10/11/2017 1:22 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) I ❑ R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑ R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C) or below 55"F(13•C)shall be insulated to a minimum of R-3., R403.3:1 Protection of piping insulation. li ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. I" ❑ R403.4.3 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%2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. ❑ R403.4.4 Water heater efficiencies.(Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4:1:1 Automatic controls. Service water 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). R403.4.4:1.2 Shut down.. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment Installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provislons ,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. Solarwater heaters shall met the criteria Section 8403.4:4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by.the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solarwater heating systems should meet the following criteria: 1. Be Installed with atilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections•are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1.This code does not allow designer safety factors,provision's for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. f 10/11/2017 1:22 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 2 of 3 FORM R405-2014 ` MANDATORY REQUIREMENTS - Continued I 0 R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and j shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data, the design.value for entering wet bulb temperature and the design value for entering dry bulb temperature. I Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load i calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but.not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity 11403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. I; 11403.6.1.2:3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1: O 11403.6:1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods Is utilized. El 11403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,Inground spas and portable spas(Mandatory). The energy requirements for residential pools and Inground spas shall be as specified in Sections 8403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss, Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an.operating season. ❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights ❑ R405.2 Performance ONLY. All ducts not entirely Inside the building thermal envelope shall be insulated to a minimum of R-6. 0 R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. I 10/11/2017 1:22 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Com Page 3 of 3 i FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: The Anna Maria 3584 Left W Builder Name: Toll Brothers,Inc. Street: Lot 51 Atlantic Beach CC Permit Office: Duval City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. ✓ Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated.and the junction of the foundation Walls and sill plate shall be sealed. / The junction of the top plate and the top or exterior walls shall be sealed. ✓ Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside / and cantilevered floors) of subfloor decking. J The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation,insulation shall be permanently / attached to the crawlspace walls. I Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity sloaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be airtight, IC rated,and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available, space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be.installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls.Fireplaces shall have Basketed doors 1 0/1 1120111:22 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 I FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance .Method Project Name: The Anna Maria 3584 Left W Builder Name: Toll Brothers,Inc. Street: Lot 51 Atlantic Beach CC Permit Office: Duval City,state,Zip: Atlantic Beach,FL, Permit Number: Design Location: FL,Jacksonville Jurisdiction: 261300 Cond.Floor Area:: 3584 sq.ft. Cond.Volume: 34377 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Single or Multi Point Test Data I ELA: HOUSE PRESSURE I FLOW: EgLA: ACH: ACH(50): SLA: 8402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2,3 air changes per hour In Climate Zones 3 through B.Testing shall be conducted with a blower door at a pressure of 0.2 Inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; dampers shall be closed,-but 2.Dampers including exhaust,intake,makeup air,backdraft and flue 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. 1 hereby certify that the above envelope leakage Where required by the code official, 4 � E T,qZ 2 performance results demonstrate compliance testing shall be conducted by ani' .�C'tn+ party. with Florida Energy Code requirements in approved third a , A written accordance with Section-R402.4.1.2. report of the results of the test shall w ^ -• be signed by the third party conducting the test and provided to SIGNATURE: the code official. �4 PRINTED NAME: Brianna Tallman BUILDING OFFICIAL: DATE: 11-7-17 DATE: 'a-I- 7 - Page 1 of 1 10111/20171:22 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software OFFICE COPY Project Summary Date: Lot 51 ABCC { (Rest of House) By: Saldie Guintivano µ McGowan's Heating &Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:Korey@mcgowansac.com Web:www.mcgowansac.com For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: 904)814-8173 Web:www.tolibrothers.com Email:smerten@tollbrothersinc.com Notes: The Anna Maria Weather: St Agustine Winter Design Conditions Summer Design Conditions Outside db 36 'F Outside db 94 °F Inside db 73 'F Inside db 73 °F Design TD 37 °F Design TD 21 °F Daily range L Relative humidity 50 % Moisture difference 66 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 16615 Btuh Structure 14390 Btuh Ducts 1953 Btuh Ducts 2499 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18569 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 15889 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 a/62 cfm Structure 466 Btuh Ducts 607 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft) ' 2121 2121 Equipment latent load 3272 Btuh Volume(f?) 21190 21190 Air changes/hour 0.01 0.00 Equipment Total Load (Sen+Lat) 19161 Btuh Equiv.AVF (cfm) 3 1 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NB0240000A0 Cond CH14NB0240000A0 AHRI ref 9162301 Coil FB4CNP025L AHRI ref 9162301 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14.5 SEER Heating input Sensible cooling 15540 Btuh Heating output 22200 Btuh @47°F Latent cooling 6660 Btuh Temperature rise 29 °F Total cooling 22200 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.038 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.94 Capacltybalance point=32°F Backup: Input=5 kW, Output= 18572 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Oct-11 13:10:43 '1 vvrigtitsoft' Comfort Builder by Wrightsoft 17.0.23 RSU03444 Pagel ...hers\The Anna Maria 3584 Left W Lot 51 ABCC.rup Calc=MJ8 Front Door faces: W Project Summary Date: Lot 51 ABCC 218 2nd ft By: Saidie Guintivano a McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:Korey@mcgowansac.com Web:www.mcgowansac.com ® • ME • MIM • For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: 904 814-8173 Web:www.tolibrothers.com Awl:smerten@tolibrothersinc.com Notes: The Anna Maria Weather: St Agustine Winter Design Conditions Summer Design Conditions Outside db 36 °F Outside db 94 °F Inside db 73 °F Inside db 73 °F Design TD 37 °F Design TD 21 °F Daily range L Relative humidity 50 % Moisture difference 66 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 8297 Btuh Structure 11618 Btuh Ducts 1277 Btuh Ducts 1704 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9574 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 13322 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa/62 cfm Structure 659 Btuh Ducts 388 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1463 1463 Equipment latent load 2166 Btuh Volume(fP) 14949 14949 Air changes/hour 0.01 0.01 Equipment Total Load (Sen+Lat) 15488 Btuh Equiv.AVF (cfm) 2 1 Req.total capacity at 0.70 SHR 1.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING , Model CH14NB0180000A0 Cond CH14NB0180000A0 AHRI ref 9162108 Coil FB4CNP018L AHRI ref 9162108 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating Input Sensible cooling 12460 Btuh Heating output 17600 Btuh @47°F Latent cooling 5340 Btuh Temperature rise 31 °F Total cooling 17800 Btuh Actual air flow 525 cfm Actual air flow 525 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.93 Capacltybalance point=22°F Backup: Input=3 kW, Output=9277 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr6 htsaft` 2017-Oct-11 13:10:43 �- Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 2 �y �-'(;N ...hers\The Anna Maria 3584 Left W Lot 51 ABCC.rup Calc=MJ8 Front Door faces: W N First Floor l 10x6 6" mast r, 10x6 6„ � 10x6 6" 14x14 10x6 12„ 6" 10x6 6" great room 10x6 14 x 14 6„ master ba` <- ifcheri 10x6 6" 12s airs/storage F8x m Cj 10"8 4 4„ LOO 12x1 10x6 10x6 5„ 12" Wdi 6„ 12x12 10x6 10x6 8x4 9° 6„ 5" 4 14-i • operl'foyer study 4x 18 lox 104xlo 16" 8" 14" 9 ra age` Job#: Lot 51 ABCCScale: 1 : 109 Performed by Saldie Guintivano for: McGowan s Heating & Air Condition... Page 1 Steve Merten 4850 Collins Road Comfort Builder by Wrightsoft 160 Cape May Ave. Orange Park,FI 32073 17.0.23 RSU03444 Ponte Vedra,FI 32081 Phone:904-278-0339 Fax:904-278-0366 2017-Oct-11 13:11:16 Phone:(904)217-0739 Fax:(904)814-8173 www.tollbrothers.com smerten@tollbrothersinc.com www.mcgowansac.com Korey@mcgowansac.com ...aria 3584 Left W Lot 51 ABCC.rup N r' Second Floor F` sxlo lois ' rbonus 6" bbd 2 j 6, bath 2 12x12 (btl,3 8x4 12x12 8.. UK 4,. IL� 12x6 16x16 12x12 10x6 12x6 7, 12" 6,. 7" 14 8x4 4,. '2h t wic'3 12" 1 Sofia 8x4 baEt 10x6 4, Sta�rSu� 5 8x 4 4" 12 x 12 8" 10x6 10x6 V 6" be open to,betaw~; i Job#: Lot 51 ABCC McGowan's Heating & Air Condition... Scale: 1 : 109 Performed by Saldie Guintivano for: Page 2 Steve Marten 4850 Collins Road Comfort Builder by Wrightsoft 160 Cape May Ave. Orange Park,FI 32073 17.0.23 RSU03444 Ponte Vedra,FI 32081 Phone:904-278-0339 Fax:904-278-0366 2017-Oct-11 13:11:16 Phone:(904)217-0739 Fax:(904)814-8173 www.tolibrothers.com smerten@tollbrothersinc.com www.mcgowansac.com Korey@mcgowansac.com aria 3584 Left W Lot 51 ABCC.rup Manual S Compliance Report Job: . Lot 51ABCC (Rest of House) By: Saldle Guintivano McGowan's Heating &Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:Korey@mcgowansac.com Web:www.mcgowansac.com o • JV • • For: Steve Merten,Toll Brothers, Inc. .160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: (904)814-8173 Web:www.tolibrothers.com Email: smerten@tollbrothersinc.com • • s •4iprnen Design Conditions Outdoor design DB: 93.5°F Sensible gain: 15889 Btuh Entering coil DB: 73.9°F Outdoor design WB: 78.9°F Latent gain: 3272 Btuh Entering coil WB: 61.3°F Indoor design DB: 73.0°F Total gain: 19161 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO240000AO+FB4CNP025L Actual airflow: 700 cfm Sensible capacity: 15958 Btuh 100%of load Latent capacity: 3462 Btuh 106%of load Total capacity: 19421 Btuh 1.01%of load SHR: 82% • • • Design Conditions Outdoor design DB: 36.2°F Heat loss: 18569 Btuh Entering coil DB: 72.6°F Indoor design DB: 73.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO240000AO+FB4CNP025L Actual airflow: 700 cfm Output capacity: 18286 Btuh 98%of load Capacity balance: 32 °F Supplemental heat required: 282 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 700 cfm Output capacity: 5.4 kW 100%of load Temp. rise: 41 'F Meets are all requirements of ACCA Manual S. 2017-Oct-11 13:10:43 wrlghtsofts Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 1 ..hers\The Anna Maria 3584 Left W Lot 51 ABCC.rup Calc=MJ8 Front Door faces: W --y Manual S Compliance Report oa Lot 61ABcc 2nd fl By- Saldie Guintivano McGowan's Heating & Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:Korey@mcgowansac.com Web:www.mcgowansac.com a, -rojept Information For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: (904) 814-8173 Web:www.tolibrothers.com Email: smerten@tollbrothersinc.com ogling.F-4013men. Design Conditions Outdoor design DB: 93.5°F Sensible gain: 13322 Btuh Entering coil DB: 73.9°F Outdoor design WB: 78.9°F Latent gain: 2166 Btuh Entering coil WB: 61.4°F Indoor design DB: 73.0°F Total gain: 15488 Btuh Indoor RH: 50% Estimated airflow: 525 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0180000AO+FB4CNP018L Actual airflow: 525 cfm Sensible capacity: 13607 Btuh 102%of load Latent capacity: 2729 Btuh 126%of load Total capacity: 16336 Btuh 105%of load SHR: 83% ® • • Design Conditions Outdoor design DB: 36.2°F Heat loss: 9574 Btuh Entering coil DB: 72.6°F Indoor design DB: 73.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO180000AO+FB4CNP018L Actual airflow: 525 cfm Output capacity: 14603 Btuh 153%of load Capacity balance: 22 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 525 cfm. Output capacity:. 2.7 kW 97%of load Temp. rise: 33 °F Meets are all requirements of ACCA Manual S. 2017-Oct-11 13:10:43 w rightsof t' Comfort Builder by Wdghtsoft 17.0.23 RSU03444 Page 2 , ...hers\The Anna Maria 3584 Left W Lot 51 ABCC.rup Calc=MJ8 Front Door faces: W Duct System Summa Job: Lot 51 ABCC Y Date: (Rest of House) By: Saldie Guintivano McGowan's Heating &Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:Korey@mcgowansac.com Web:www.m.cgowansac.com ®rojeot lnfbr • For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: (904)814-8173 Web:www.tollbrothers.com Email: smerten@tollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0.39 in H2O 0.39 in H2O Supply/return available pressure 0.297/0.093 in H2O 0.297/0.093 in H2O Lowest friction rate 0.103 in/100ft 0.103 in/100ft Actual airflow 700 cfm 700 cfm Total effective length (TEL) 380 ft SupplyP- • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln(ft) Trunk dining h 2711 102 61 0.103 6.0 Ox 0 VIFx 68.5 220.0 st6 great room C 1552 40 64 0.138 6.0 Ox 0 VIFx 45.0 170.0 st4 great room-A C 1552 40 64 0.128 6.0 Ox 0 VIFx 56.5 175.0 st4 kitchen C 1632 33 68 0.106 6.0 Ox 0 VIFx 54.0 225.0 st6 laundry C ,. • 854 12 35 0.146 5.0 Ox 0 VlFx 32.7 170.0 st5 master h 2190 83 81 0.136 6.0 Ox 0 VIFx 42.5 175.0 st4 master bath h 1740 66 31 0.138 6.0 Ox 0 VIFx 40.0 175.0 st4 master-A h 2190 83 81 0.130 6.0 Ox 0 VIFx 53.6 175.0 st4 mwc C 72 0 3 0.138 4.0 Ox 0 VIFx 44.5 .170.0 st4 open foyer C . 2033 77 84 0.142 6.0 Ox 0 VIFx 38.4 170.0 st5 pantry h 312 12 4 0.103 4.0 Ox 0 VIFx 59.4 230.0 st6 pwdr C 64 1 3 0.147 4.0 Ox 0 VIFx 31.8 170.0 st5 Study h 2373 89 79 0.107 6.0 Ox 0 VIFx 56.0 220.0 st6 wlc h 1675 63 42 0.133 5.0 Ox 0 VIFx 48.0 175.0 st4 $upq1 y TrunkDetailTable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 236 212 0.103 433 10.0 0 x 0 VinlFlx st5 st4 Peak AVF 374 366 0.128 476 12.0 0 x 0 VinlFlx st3 st5 Peak AVF 326 334 0.103 425 12.0 0 x 0 VinlFlx st3 st3 Peak AVF 700 700 0.103 655 14.0 0 X. 0 VinlFlx 2017-Oct-11 13:10:43 wrightsoft' Comfort Builder by Wrightsoft 17.0.23 RSU03444 Pagel + ...hers\The Anna Maria 3584 Left W Lot 51 ABCC.rup Calc=MJ8 Front Door faces: W Return B,ranOh% Detail,Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb1 Ox 0 700 700 91.0 0.103 501 16.0 Ox 0 VIFx 2017-Oct-11 13:10:43 ,�+ LL �,�� ¢ Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 2 hers\The Anna Maria 3584 Left W Lot 51 ABCC.rup Calc=MJ8 Front Door faces: W Duct System Summary* Date: Lot 51 ABCC �etst �. 2nd fi By: Saldie Guintivano A reja McGowan's Heating &Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:Korey@mcgowansac.com Web:www.mcgowansac.com rpiect information., For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: (904)814-8173 Web:www.tolibrothers.com Email: smerten@tollbrothersinc.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.11 in H2O 0.11 in H2O Available static pressure 0:39 in H2O 0.39 in H2O Supply/return available pressure 0.233/0.157 in H2O 0.233/0.157 in H2O Lowest friction rate 0.142 in/100ft 0.142 in/100ft Actual air flow 525 cfm 525 cfm Total effective length(TEL) 274 ft • • m ® - Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk bath 2 h 309 17 16 0.156 4.0 Ox 0 VIFx 24.4 125.0 st1 bath 3 h 383 21 13 0.193 4.0 Ox 0 VIFx 10.5 110.0 st2 bed 2 C 1884 54 74 0.155 6.0 Ox 0 VIFx 25.2 125.0 st1 bed 3 h 1657 91 86 0.188 6.0 Ox 0 VIFx 8.6 115.0 st2 bed 4 C 2507 80 99 0.179 6.0 Ox 0 VIFx 15.1 115.0 st2 bonus h 855 47 37 0.147 6.0 Ox 0 VIFx 33.5 125.0 st1 loft h 1095 60 48 0.142 7.0 Ox 0 VIFx 33.9 130.0 st1 loft-A h 1095 60 48 0.162 7.0 Ox 0 VIFx 18.4 125.0 st1 open to below c 1653 54 65 0.149 6.0 Ox 0 VIFx 30.9 125.0 st1 stairs up C 704 26 28 0.154 5.0 Ox 0 VIFx 25.9 125.0 st1 wic 2 c 102 4 4 0.176 4.0 Ox 0 VIFx 12.6 120.0 st2 wic 3 h 203 11 7 0.192 4.0 Ox 0 VIFx 6.4 115.0 st2 • • ® - • Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 318 315 0.142 405 12.0 0 x 0 VinlFlx st2 Peak AVF 207 210 0.176 385 10.0 0 x 0 VinlFlx 2017-Oct-11 13:10:43 .:: wrightsoft' Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 3 J ...hers\The Anna Maria 3584 Left W Lot 51 ABCC.rup Calc=MJ8 Front Door faces: W Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (Cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 161 158 110.6 0.142 460 8.0 Ox 0 VIFx rtl rb12 Ox 0 101 112 101.0 0.156 322 8.0 Ox 0 VIFx rtl rb13 Ox 0 103 92 102.7 0.153 296 8.0 Ox 0 VIFx rtl rb3 Ox 0 95 90 86.5 0.182 120 12.0 Ox 0 VIFx rtl rb11 Ox 0 65 73 87.6 0.179 208 8.0 Ox . 0 VIFx rtl Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 525 525 0.142 491 14.0 0 x 0 VinlFlz 2017-Oct-11 13:10:43 ..44. wright$Qft' Comfort Builder by Wrighlsoft 17.0.23 RSU03444 Page 4 ,4''�X ...hers\The Anna Maria 3584 Left W Lot 51 ABCC.rup Calc=MJ8 Front Door faces: W Job Static Pressure and Friction Rate Dat `°t5,ABCc --�. Date: sR (Rest of House By: Saldie Guintivano McGowan's Heating &Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:Korey@mcgowansac.com Web:www.mcgowansac.com • • - • • For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: (904)814-8173 Web:www.tolibrothers.com Email: smerten@tollbrothersinc.com � o • Heating Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.06 0.0E Heat exchanger 0 0 Supply diffusers 0.02 0.02 Return grilles 0.03 0.02 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.39 0.39 • ffective • Supply Return (ft) (ft) Measured length of run-out 9 16 Measured length of trunk 50 0 Equivalent length of fittings 230 75 Total length 289 91 Total effective length 380 • Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.103 OK 0.103 OK Return Ducts 0.103 OK 0.103 OK • • 9th.,petails Supply 4X=35, 11C=40, 11G=.5, 11 G=5, 11 G=5, 11 C=40, 11 G=5, 11 G=5, 11 C=40, 11 G=5, 1 A=35, 11 G=5, USR.1=5: TotalEL=230 Return 5E1=10,6M=20, 11 C=40, 11 G=5:TotalEL=75 2017-Oct-11 13:10:43 ,^j + wrlghtsoft' Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 1 1i ...hers\The Anna Maria 3584 Left W Lot 51 ABCC.rup Calc=MJ8 Front Door faces: W Static Pressure and Friction Rate Job: Lot 51 ABCC Date: ,.r 2nCif.fl By: Saldie Guintivano McGowan's Heating &Air Conditioning, Inc. 4850 Collins Road,Orange Park,FI 32073 Phone:904-278-0339 Fax:904-278-0366 Email:Korey@mcgowansac.com Web:www.mcgowansac.com • - loformaltion,. For: Steve Merten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone: (904)217-0739 Fax: (904)814-8173 Web:www.tollbrothers.com Email: smerten@tollbrothersinc.com Heating . Cooling (in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0.06 0.0E Heat exchanger 0 0 Supply diffusers 0.02 0.02 Return grilles 0.03 0.03 Filter 0 0 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.39 0.39 • • Supply Return (ft) (ft) Measured length of run-out 19 23 Measured length of trunk 15 8 Equivalent length of fittings 130 80 Total length 164 111 Total effective length 274 • Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.142 OK 0.142 OK Return Ducts 0.142 OK 0.142 OK ' Fiftin• • • Detail 4X=35, 11 C=40, 11 G=5, 11 G=5, 1 A=35, 11 G=5, 11 G=5:TotalEL=130 Return 6M=20, 11C=40, 11G=5, 5E1=10, 11G=5:TotalEL=80 C� 2017-Oct-11 13:10:43 w'-',".. wrightso c,'� Comfort Builder by Wrightsoft 17.0.23 RSU03444 Page 2 lax ...hers\The Anna Maria 3584 Left W Lot 51 ABCC.rup Calc=MJ8 Front Door faces: W 11111111111111111111111 't.� _. _ - ..r} _- ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek . RE: 14429TO - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: . Model: Anna Maria- Classic Tampa,FL 33610-4115 Lot/Block: 051 Subdivision: Atlantic Beach Address: 1859 Atlantic Beach Dr., . City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Lou Pontigo License#: 53311 Address: 420 Osceola Ave., . City: Jacksonville Beach State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 80 individual,Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. I Seal# Truss Name Date 1 T12273246 CJ02 110/16/17118 T12273263 F04 10/16/17 12 1 T1 2273247 1 CJ 11 110/16/17 119 I T12273264 I F05 110/16/17 13 I T122732481 CJ13 110/16/17120 I T12273265 I F06 1 10/16/171 14 1 T122732491 CJ 14 1 10/16/17121 . 1 T12273266 1 F07 1 10/16/17 I 15 1 T12273250 1 CJ22 1 10/16/17122 1 T12273267 1 F08 1 10/16/171 16 1 T12273251 1 CJ32 1 10/16/17123 I T12273268 I F09 1 10/16/171 17 1 T12273252 1 EJ02 1 10/16/17124 I T12273269 I F10 10/16/17 18 I T12273253 1 EJ06 1 10/16/17 125 I T12273270 I F11 1 10/16/17 19 1 T12273254 1 EJ 12 1 10/16/17126 I T12273271 I F12 1 10/16/171 Q I 10 IT12273255JEJ13 1 10/16/17127 IT12273272IF13 10/ ' 11 IT12273256JEJ14 110/16/17128 IT12273273 FG01 10/16/17 II l�.tn Illll��(�'f 12 T12273257 EJ21 110/16/17129 T12273274 G02 10/16/17 ICSS ¢�t6u 13 T12273258 EJ22 10/16/17 30 T12273275 10/16/17 14 1 T12273259 1 EJ32 110/16/17131 I T12273276 I T01 110/16/17 115 I T12273260 I EJ34 110/16/17132 I T12273277 I T02 1 10/16/17 1 116 1 T12273261 1 F02 110/16/17133 I T12273278 T03 110/16/17 AW e 117 I T12273262 I F03 110/16/17134 I T122732791 T04 110/16/17 The'truss drawing(§)referenced above have been prepared by MiTek %001N USA,Inc. under my direct supervision based onthe parameters :.� J•.��C E N S�,? �.,' provided by.Building Component Supply. Truss Design Engineer's Name: Velez, Joaquin :* :••. No 68182 ••:•* My license renewal date for the state of Florida is February 28,2019. = ,k :cc IMPORTANT NOTE: The seal on these truss component designs is a certification : STATE OF :<C/ that the engineer named is licensed in'the jurisdiction(s).identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters ��i0 •'c� O R t \�`o� shown(e.g.,loads,supports;dimensions,shapes and design codes),which were �� s••'•••.. C3�' file reference purposivn to MiTek. e only,anoect d was not t kenecifics on into.alcco account in the preparation ofers i�i�S;ON Ai is for MiTek' these designs. MiTek has not independently verified the applicability of the,design Joaquin Velez PE No.68182 parameters or the designs for any particular building. Before use,the building designer Mrrek USA,Ins:FL Cert 6634 should verify applicability of design parameters and properly incorporate these designs 6904 Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TP1 1,Chapter 2. Date: October 16,2017 Velez,Joaquin 1 of 2 Lou Pontigo & Associates, Inc. Consulting Structural Engineers NO EXCEPTION TAKEN MAKE CORRECTIONS NOTED OFFICE C0PY IJ REJECTED-SEE REMARKS ❑ REVISE & RESUBMIT Review is for the limited purpose of checking for conformance with the design concept and the information expressed in the contract documents. No approval is implied for the accuracy or completeness of details, quantities, dimensions,weights or gauges, fabrication processes, construction means or methods, coordination of the work with other trades or construction safety precautions,all of which are the sole responsibility of the Contractor._The Contractor Is responsible for dimensions to be confirmed and correlated at the site. Review of a specific item shall not include a review of the entire assembly of which the item is a component. Review of re-submission will cover only designated changes on the submittal and other changes clearly identified /blyy the Contractor. By: f`; Date: „-0fi-00 C=J Dasoa 4 4 4 4 Tab Iil _ BCS III Jai =a D =• BUILDING COMPONENT SUPPLY, INC, III • • 4527 JP HALL BLVD. SUITE 208 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 =a M F: 904.529. 1 406 _ za D BEARING HEIGHTS 24 0 10 1-1 1 /B° a i 20 _ 9u _ = D = I = 9 2. = D _ YO UT ' ❑ THIS IS A TRUSS PLACEMENT 2+ DIAGRAM ONLY. These trusses are designed as = individual building components to be incorporated into the building design at the specification of the building .za. designer.See individual design sheets f for each truss design identified on the placement drawing.The building » <=a]-1 designer is responsible for temporary and permanent bracing of the roof and $ $ $ $ $ $ $ 3 $ $ floor system and for the overall 4 4 4 4 4 4 4 4 4 4 structure.The design of the truss = II support structure including headers, a s e beams,walls,and columns is the 2— responsibility of the building designer. For general guidance regarding bracing, consult"Bracing of Wood = III Trusses”available from the Truss Plate = III F,D, Institute,583 D'Onifrio Drive;Madison, WI 53179. ATTENTION. S = ul Refer to truss layout and engineering = III documents that arrive with delivered field trusses. = III Unless noted otherwise, all beams are by others. = iil REVISION DATE z In i CHECKED BY 00/00/1 5 m 2 III 3 CLIENT TOLL BROTHERS = SUBDIVISION ATLANTIC BEACH z HERITAGE ANNA = N 4 4 q r MODEL MARIA z ELEVATION CLASSIC z DRAWN BY ea,a LOT RAS DATE kYO UT 1 ❑/1 3/201 7 051 Ill REF# 1 I RE: 14429TO - Site Information: Customer Info: Toll Brothers Project Name: Model: Anna Maria - Classic Lot/Block: 051 Subdivision: Atlantic Beach Address: 1859 Atlantic Beach Dr., . City: Atlantic Beach State: FL No. Seal# Truss Name Date No. Seal# Truss Name I Date 35 IT12273280IT05 1 10/16/17 178 1 T12273323 1 V07 10/16/17 136 I T12273281 I T06 1 10/16/17 179 1 T12273324 1 V08 110/16/17 137 I T12273282 I T07 110/16/17 180 1 T12273325 1 V09 110/16/17 18_ I T12273283 I T08 1 10/16/171 39 I T12273284 I T09 1 10/16/171 140 I T12273285 I T10 110/16/17 141 I T12273286 I T11 110/16/171 142 IT12273287IT12 110/16/171 143 I T12273288 I T13 1 10/16/171 144 I T12273289 I T14 1 10/16/171 145 IT12273290IT15 110/16/171 46 I T12273291 I T16 1 10/16/171 147 IT12273292IT17 110/16/171 148_ f T12273293 I T18 1 10/16/171 149 I T12273294 I T19 1 10/16/171 150 IT12273295IT20 110/16/171 151 I T12273296 I T21 1 10/16/171 152 IT12273297IT22 110/16/171 153 I T12273298 I T23 1 10/16/171 OFFICE COPY 154 I T12273299 I T24 110/16/171 155 I T12273300 I T25 1 10/16/17 1 156 I T12273301 I T26 110/16/171 157 I T12273302 I T27 110/16/17 158 IT12273303IT28 110/16/171 159 IT12273304IT29 110/16/171 160_ _I T12273305 I T30 110/16/17 161 J T12273306 I T32 1 10/16/17 162 IT12273307IT33 110/16/171 163 I T12273308 I T34 1 10/16/17 1 164 IT12273309IT35 110/16/171 165 I T1 227331 0 1-T36 1 10/16/17 1 166 I T12273311 I T37 110/16/17 167 IT12273312IT38 110/16/17 168 IT12273313IT39 110/16/17 169 IT12273314IT40 110/16/171 170 1 T12273315 1 T41 110/16/171 171 IT12273316IT42 X10/16/171 172 1 T12273317 1 V01 110/16/171 173 1 T12273318 1 V02 1 10/16/17 1 174 1 T12273319 1 V03 110/16/171 175 1 T12273320 1 VO4 110/16/171 176 I T12273321 1 V05 110/16/171 177 1 T12273322 1 V06 110/16/171 2 of 2 Job Truss Truss Type Qty Ply T12273246 14429TO CJ02 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256; 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:28 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-MLBLXfYGUO53gSW ifH?uM1 xfwbNDAgrGHinf?IySsnf 2-9-3 2-9-3 Scale=1:8.9 2.83 12 2 >< r 1 3x8 I I 3 3x4= 2-93 2813 1 Plate Offsets(X,Y)-- 11:0-0-0,0-1-61,11:0-3-3,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer REACTIONS. (Ib/size) 2=64/Mechanical,3=44/Mechanical,1=108/0-7-0 Installation nide. Max Horz 1=30(LC 8) Max Uplift 2—34(LC 8),3=-9(LC 8),1=-30(LC 8) Max Grav 2=64(LC 1),3=46(LC 3),1=108(LC 1) .FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/rEK REFERANCE PAGE MII--7473 rev.10/03/2015 BEFORE USE ' Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall p� building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty Ply T12273247 14429TO CJ11 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:28 2017 Page 1 I D:?9jtoWxOG 1 OEk3Cl?dBMoszBOOu-MLBLXfYGUO53gSW ifH?uM 1 xe5bMJAquGHinf?IySsnf 3-5.0 3-5-0 Scale=1:11.5 3.33 F12 3 2x4 I 2 1 a_ a) m V 6 4 3x8 11 2x4 11 5 0 -9 3-5-0 0-6-6-9 2-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:12 Ib FT=20% LUMBER-. BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly appiied.or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing 1 be installed during truss erection,in adcordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=68/Mechanical,4=27/Mechanical,5=162/0-6-5 Max Horz 5=54(LC 12) Max Uplift 3=-45(LC 12),4=-29(LC 12),5=-88(LC 8) Max Grav 3=68(LC 1),4=46(LC 3),5=162(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)zone;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,5. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members orgy.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery.erection.and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexondria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply T12273248 14429T0 CJ13 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:29 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-rXkjk?ZuFi DwScSuD_W 7uFToM_ievHSPVM W DXkySsne 3-6-7 J 3-6-7 Scale=1:11.4 3.33 F12 3 3x4 Io 2 1 0' m Y 1 4 3x5 11 3-6-7 3-5-14 Plate Offsets(X,Y)-- f1:0-1-12,0-0-11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.01 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.01 4-9 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-7 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2 1-9-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=158/0-8-13,3=83/Mechanical,4=37/Mechanical Max Horz 1=40(LC 8) Max Uplift 1=-31(LO 8),3.48(LC 8) Max Grav 1=158(LC 1),3=83(LC 1),4=55(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25fh B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;C-C for members and forces&MW FRS for reactions_ shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273249 14429TO CJ14 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:29 2017 Page 1 I D:?9jtoWxOG 1 OEk3Cl?d BMoszBOOu-rXkjk?ZuFi DwSc5u D_W 7uFToy_iGvH5PVM W DXkySsne 3-8-13 3-8-13. Scale=1:11.6 3 3.33 F12 3x4 2 c 1 m N N 4 3X5 11 3-8-13 3-8.4 Plate Offsets(X,Y)-- f1:0-1-12,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.01 4-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.01 4-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:14 Ib FT=20% LUMBER- BRACING- TOP CHORD .2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER. Left 2x4 SP No.2 1-9-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=166/0-8-13,3=88/Mechanical,4=40/Mechanical Max Horz 1=43(LC 8) Max Uplift 1=-33(LC 8),3=-51(LC 8) Max Grav 1=166(LC 1),3=88(LC 1),4=59(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vu1t=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25fh B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to Is always required for stability and to prevent event buckling ( nt collapse with possible personal Individual truss nand/or nlInjury and property damage. For general guidance ry.Additional reegarc irxand�j he Hent bracing Mire i(� fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss TypeOty Ply T12273250 14429TO CJ22 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:30 2017 Page 1 ID:?9jtoWxOGI OEk3Cl?dBMoszBOOu-Jkl5xLaW??Ln4mg4nil MRSO?MO3PekLZkOGm3AySsnd 2-9-3 2-9-3 Scale=1:6.9 2.83 FIT 2 r 1 3 3x8 I I 3x4= 0-4-9 2-9-3 0-4-9 2-4-10 Plate Offsets(X,Y)-- 11:0-0-0,0-1-61,11:0-3-3,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 rl/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:10 Ib FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,In accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=56/Mechanical,3=35/Mechanical,1=126/0-4-15 Max Horz 1=30(LC 8) Max Uplift 2=40(LC 8),3=-30(LC 8),1=-79(LC 8) Max Grav 2=56(LC 1),3=40(LC 3),1=126(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24fh eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide _ will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. Q WARNING-Verlry design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.10/03,2015 BEFORE USE. � Design valid for use only with MITek6 connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildIs alwlaayys regguired for stn. abilitya niddis to to prey nt collapserevent ing with oIndividual truss f personal web andrchord property members damage.NF-yor general guidanional ce regardiand ng the Hent bracing MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty Ply 712273251 14429TO CJ32 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:31 2017 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-nwsT9hbemJTehwFH LPYb_gY9noOKN Bbizg?KbdySsnc 2-9-3 2-9-3 Scale=1:10.7 2 4.24 F12 0 1 � N N 3 2x4 it 3x6 I I 0-4-9 2-9-3 0-4-9 2-4-10 Plate Offsets(X Y)-- [1:0-3-14,0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.01 3-8 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=59/Mechanical,3=31/Mechanical,1=126/0-4-15 Max Horz 1=39(LC 12) Max Uplift 2=-41(LC 12),3=-28.(LC 12),1=-64(LC 12) Max Grav 2=59(LC 1),3=42(LC 3),1=126(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft;L=24fh eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces$MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI17473 rev.10/032015 BEFORE USE � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate This design Into the overall MOW building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,l/'OW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273252 14429TO EJ02 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:31 2017 Page 1 ID:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-nwsT9hb8mJTehwFHLPYb_gYBLoQrN Bbizg?KbdySsnc 2-0.0 2-0-0 Scale=1:9.0 4.00 FIT 2 1 m N O O O >< 3 3x6 1 3x4= 2-0-0 2-0-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-51,(1:0-1-10,0-6-101 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:8Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=47/Mechanical,3=33/Mechanical,1=80/0-5-8 Max Horz 1=27(LC 12) Max Uplift 2=23(LC 12),3=-6(LC 12),1=-13(LC 12) Max Grav 2=47(LC 1),3=34(LC 3),1=80(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25fh B=45ft L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ulf-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. racing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273253 14429TO EJ06 Jack-Open 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:32 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-F6QrM 1 cmXdbVJ3gTu73q W t5GeCgr6ersCKlt83ySsnb 6-0-0 6-0-0 Scale=1:15.5 2 4.00 F12 8 7 1 3 3x6 11 3x4= 6-0-0 6-0-0 Plate Offsets(X,Y)-- (1:0-0-0,0-1-51,(1:0-1-10,0-6-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.08 3-6 >863 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.16 3-6 >444 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:20 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=159/Mechanical,3=78/Mechanical,1=238/0-5-8 Max Horz 1=81(LC 12) Max Uplift 2=-84(LC 12),1=45(LC 12) Max Grav 2=159(LC 1),3=106(LC 3),1=238(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25fh B=45ft L=24ft eave--tft Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,1. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. � Design valid for use orgy with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addllonal temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273254 14429TO EJ12 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:32 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-F6QrM1 cmXdbVJ3gTu73gWt5LtCkb6ersCKlt83ySsnb 2-0-0 2-0-0 Scale:1'=V 2 6.00 F12 1 C m v 5 3x8 I I 4 3 4 , 2-0-0 0-4-4 1-7-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.11 Vert(LL) 0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.00 4 >999 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:7lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=48/Mechanical,3=8/Mechanical,4=91/0-3-8 Max Horz 4=56(LC 12) Max Uplift 2=-41(LC 12),3=-22(LC 12),4=-27(LC 12) Max Grav 2=49(LC 17),3=25(LC 3),4=91(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25fh B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;end vertical left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,4. Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED mrrEKREFERANCE PAGE Mll--7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MITekO connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273255 14429TO EJ13 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:33 2017 Page 1 1 D.?gjtoWxOG1 OEk3C1?dBMoszBOOu-jJ_EaNcOlwjMxDOfSga335eVHc3gr55?Q_UQgVySsna 3-6-0 3-6-0 Scale=1:11.5 7 2 4.00 FIT d CP0 1 v 3 3x6 11 3x4= 3-6-0 3-6-0 Plate Offsets(X Y)-- [1:0-0-0,0-1-51,[1:0-1-10,0-6-101 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(TL) -0.02 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 Na Na BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:12 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MITek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=87/Mechanical,3=50/Mechanical,1=138/0-5-8 Max Horz 1=47(LC 12) Max Uplift 2=45(LC 12),3=-2(LC 12),1=25(LC 12) Max Grav 2=87(LC 1),3=62(LC 3),,1=1 38(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extefior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-5-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERANCE PAGE Mll-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MITek' Is always regWred for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273256 14429TO EJ14 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:34 2017 Page 1 I D:?9jtoWxOG 1 OEk3Cl?dBMoszBOOu-BVYcnjdO3ErDZNzsOY61blAgm?PraYKBfeE_CxySsnZ 3-8-0 3-8-0 Scale=1:11.8 2 4.00 F12 7 T CP 1 3 3x6 11 3x4= 3-8-0 3-8-0 Plate Offsets(X Y)-- (1:0-0-0,0-1-51,[1:0-1-10,0-6-10[ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.02 3-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 rVa n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-MP Weight:13 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=92/Mechanical,3=53/Mechanical,1=144/0-5-8 Max Horz 1=49(LC 12) Max Uplift 2=-48(LC 12),3=2(LC 12),1=-26(LC 12) Max Grav 2=92(LC 1),3=65(LC 3),1=144(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=2411;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-7-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MIrEK REFERANCE PAGE Mll-7473 rev.[0/03/2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use-the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Addltlonal temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273257 14429TO EJ21 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:34 2017 Page 1 I D:?9jto WXOG 1 OEk3Cl?d BMoszBOOu-BVYcnjdO3ErDZNzsOY61 blAiU?RraYK8feE_CxySsnZ 1-6-8 1-6-8 4.00 F12 Scale=1:9.0 2 3 1 m N O O_ O >< 3X4 i 4 3X5 11 1-6-8 1-6-8 Plate Offsets_(X,Y)-- f1:0-1-12,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 1 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:7lb FT 20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.3 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=61/0-5-8,4=19/Mechanical,3=42/Mechanical Max Horz 1=21(LC 12) Max Uplift 1=-29(LC 12),4=-16(LC 12),3=-31(LC 12) Max Grav 1=61(LC 1),4=24(LC 3),3=42(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.opsf;h=25ft;B=45ft;L=24fh eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4,3. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERANCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall bulding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek'ek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Sheet,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type city Ply T12273258 14429TO EJ22 Jack-Open 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8,130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:35 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-fh6_?2efgY_4AXY2aFdXBWjtGPnoJ?alu IzXkOySsnY 2-0-0 2-0-0 Scale=1:9.0 4.00 12 2 1 N O O O 3 3x4— 3x6 11 0-3-12 2-0-0 ' 0-3-12 ' 1-8-4 Plate Offsets(X,Y)-- [1:0-0-0,0-1-51,[1:0-1-10,0-6-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 8 >999 160 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 rita n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:8lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=40/Mechanical,3=25/Mechanical,1=94/0-3-8 Max Harz 1=27(LC 12) Max Uplift 2=28(LC 12),3=-22(LC 12),1=-48(LC 12) Max Grav 2=40(LC 1),3=29(LC 3),1=94(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24fh eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buildisalways required for stability and to preventndicated Is to ent collapse with oIndividual truss web f personal Injury andrchord property damage.NFyor general guidance regarding he ional temporary and permanent bracing MiTek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273259 14429TO EJ32 Jack-Open 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:35 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?d BMoszBOOu-fhb_?2efgN_4AXY2aFdX8Wjt9PnbJ?alulzXkOySsnY 2-0-0 J 2-0-0 Scale=1:10.9 2 6.00 12 a r 1 m N 4x5= 3 0-3"t II 2-0-0 0-3-12 1-8-4 Plate Offsets(X,Y)-- f1:0-0-0,0-1-1 51,fl:0-2-9,0-6-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) 0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 rl/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:9lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=40/Mechanical,3=25/Mechanical,1=94/0-3-8 Max Horz 1=41(LC 12) Max Uplift 2=33(LC 12),3=-26(LC 12),1=39(LC 12) Max Grav 2=40(LC 1),3=29(LC 3),1=94(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED mrrEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. � Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tempa,FL 33610 Job Truss Truss TypeQty Ply 712273260 14429TO EJ34 Jack-Open 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:36 2017 Page 1 I D:?gjtoWxOG1 O Ek3Cl?dBMoszBOOu-7ufMCOfHbr6woh7E7z8mhjG?xp4w2RgR6yj5HgySsnX 4.0.0 4-0-0 Scale:3/4'=1' 2 6.00 FIT 9 n NA O) N N N 1 8 4x5= 3x8 I I p-3-12 4-0-0 3-1 3-8-4 Plate Offsets(X,Y)-- r1:0-0-0,0-1-15),(1:0-2-9,0-6-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.03 3-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.24 Vert(TL) 0.03 3-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=95/Mechanical,3=49/Mechanical,1=171/0-3-8 Max Horz 1=81(LC 12) Max Uplift 2=-71(LC 12),3=46(LC 12),1—77(LC 12) Max Grav 2=95(LC 1),3=66(LC3),1=171(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24fh eave=4ft Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,3,1. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE ' Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatiorL storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSE-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12273261 14429TO F02 Floor 16 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:37 2017 Page 1 I D:?9jtoW xOG1 O Ek3Cl?d BM oszBOOu-c4DkPkfvM9EnQriQhgf?DxoBU D EGnkrbLcTepGySsnW 0-1-8 H 1�3� 1�&�0 7-8 0-1 9 3x6 11 3x6 11 3x6 FP= 3x6 FP= 1.5x3= 5x6= 3x6 11 3x6 11 3x6 11 5x6= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 IID 33 32 31 3029 28 27 26 25 24 23 22 21 2019 18 17 16 3x4= 3x12 M18SHS FP=3x4= 3x4=1.5x3 11 3x4= 3x4= 3x4= 1.5x3 11 3x4= 3x4= 3x4= 1.5x3 13x12 M18SHS FP= 28-4-0 28-4-0 Plate Offsets(X,Y)-- [1:0-1-8,0-0-81,[4:0-3-0,Edge],[8:03-0,0-0-01,[12:0-3-0,Edgel [15:0-1-8,0-0-81 [15:0-3-0 Edge],[24:0-1-8 Edgel LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.59 24 >571 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 1.00 Vert(TL) -0.92 24-25 >366 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.17 16 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:191 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 1-4-12 oc bracing. REACTIONS. (Ib/size) 33=1030/0-5-8,16=1030/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-33=-1025/0,15-16=-1025/0,1-2=-1003/0,2-3=-2596/0,3-4=-3830/0,4-5=-4757/0, 5-7=-5283/0,7-8=-5462/0,8-9=-5462/0,9-11=-5280/0,11-12=-4758/0,12-13=-3829/0, 13-14=-2596/0,14-15=-1003/0 BOT CHORD 31-32=0/1887,30-31=0/3290,28-30=0/4377,27-28=0/4377,26-27=0/5100,25-26=0/5462, 24-25=0/5462,23-24=0/5443,22-23=0/5102,21-22=0/4377,19-21=0/4377, 18-19=0/3290,17-18=0/1887 WEBS 1-32=0/1376,2-32=-1 282/0,2-31=0/1028,3-31=-1 005/0,3-30=01783,4-30=-774/0, 4-27=0/537,5-27=498/0,5-26=-37/458,7-26=-495/101,15-17=0/1376,14-17=-1282/0, 14-18=0/1028,13-18=-1005/0,13-19=0/783,12-19=-774/0,12-22=0/539,11-22=-499/0, 11-23=0/348,9-23=-354/0,9-24=-397/518,8-24=-399/311 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 4x6 MT20 unless otherwise indicated. 4)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component.not a Truss system.Before use,the building designer must verify the applicablity of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members oNy.Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply ' T12273262 14429TO F03 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:38 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-4Gn7d4gX7TMel_HdFNAEmBLAfdavWAakaGCBLjySsnV 0-1-8 H 1F 3-0—I 11 Scale=1:37.9 5x6= 1.5x3= 4x6= 3x6= 3x6= 3x6 FP= 4x6= 5x6= 1 2 3 4 5 6 7 8 9 10 11 28 0 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 5x6= 3x8 MT20HS FP= 1.5x3 11 1.5x3 11 1.5x3 I I 1.5x3 11 4x6= 5x6= 1.5x3 SP= 3x8 MT20HS FP= 4x6= 1.5x3 SP= 22-7-8 22-7-8 Plate Offsets_(X,Y)-- [1:Edge,01-81,15:0-1-8,Edge],f6:0-1-8,Edgel,(27:Edge,0-1-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.43 19-20 >621 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.68 19-20 >397 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.11 12 rVa n/a BCDL 5.0 Code FBC2014[TP]2007 Matrix-S Weight:124 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)`Except` except end verticals. 15-24:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:23-25,14-16. REACTIONS. (Ib/size) 27=1224/0-5-8,12=1231/Mechanical FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-27=-1219/0,11-12=-1224/0,1-2=-1 1 19/0,2-3=-2849/0,3-4=-4050/0,4-5=-4775/0, 5-6=-4992/0,6-7=-4775/0,7-9=-4050/0,9-10=-2849/0,10-11=-1118/0 BOT CHORD 25-26=0/2114,23-25=0/3558,22-23=0/4550,21-22=0/4550,20-21=0/4992,19-20=0/4992, 18-19=0/4992,17-18=0/4550,16-17=0/4550,14-16=0/3558,13-14=0/2116 WEBS 1-26=0/1541,2-26=-1479/0,2-25=0/1092,3-25=1 054/0,3-23=0/731,4-23=-724/0, 4-21=0/457,5-21=-644/145,5-20=-237/271,11-13=0/1581,10-13=-1484/,O, 10-14=0/1090,9-14=-1053/0,9-16=0/732,7-16=-72510,7-18=0/457,6-18=-644/145, 6-19=-237/271 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x4 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 24=11%,joint 15=11% 5)Refer to girder(s)for truss to truss connections. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3`)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION,Do not erect truss backwards. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTTEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE �� Design valid for use only with MITekO connectors.This design k based only upon parameters shown.and Is for an individual building component,not a truss system.Before use,the building designer must verify the appllcabillty of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IVIiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273263 14429TO F04 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:39 2017 Page 1 I D:?9jtoW xOG1 OEk3Cl?dBMoszBOOu-YSLVgQh9umUVf8spp5hTiMuLPOv8Fd7upwylu9ySsnU 0-1-8 1-3-0 1-7-8 0-1 8 HI Scal;F 1:37.4 5x6= 4x6= 3x4= 3x6= 3x4= 3x4= 3x6= 3x6 FP= 3x4= 46= 5x6= 1 2 3 4 5 6 7 8 9 10 11 29 0 m 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 4x6= 5x6= 3x8 MT20HS FP 3x4= 3x4= 3x4= 3x4= 4x6= 5x6= 4x6= 1.5x3 SP= 3x8 MT20HS FP= 46= 1.5x3 SP= 22-7-8 22-7-8 Plate Offsets(X Y)— f1:Edge 0-1-81 15:0-1-8 Edqel [6:0-1-B Edgel [11:0-1-8,Edgel,[12:Edge,0-1-81,f27:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.43 19-20 >622 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(TL) -0.68 19-20 >398 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.11 12 Na n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:123 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2(flat)`Except' except end verticals. 15-24:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:23-25,14-16. REACTIONS. (Ib/size) 27=1224/0-5-8,12=1224/0-2-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-27=-1219/0,11-12=-1219/0,1-2=-1 119/0,2-3=-2849/0,3-4=-4050/0,4-5=-4775/0, 5-6=-4992/0,6-7=-4775/0,7-9=-4050/0,9-10=-2849/0,10-11=-1119/0 BOT CHORD 25-26=0/2114,23-25=0/3558,22-23=0/4550,21-22=0/4550,20-21=0/4992,19-20=0/4992, 18-19=0/4992,17-18=0/4550,16-17=0/4550,14-16=0/3558,13-14=0/2114 WEBS 1-26=0/1541,2-26=-1479/0,2-25=0/1092,3-25=-1054/0,3-23=0/731,4-23=-724/0, 4-21=0/457,5-21=-644/145,5-20=-237/271,11-13=0/1541,10-13=-1479/0, 10-14=0/1092,9-14=-1054/0,9-16=01731,7-16=-724/0,7-18=0/457,6-18=-644/145, 6-19=-237/271 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x3 MT20 unless otherwise indicated. 4)The Fabrication Tolerance at joint 24=11%,joint 15=11% 5) Provide mechanical connection(by others)of truss to bearing plate at joint(s)12. 6) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"XX)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 0 WARNING-Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev.10/032015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members ody.Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricotlom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Componenf 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply _ T12273264 14429TO F05 Floor 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:40 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszB00u-ofvt2minf4cMHIR?MoDirZQd9QKq_Aw11 ahICbySsnT 0-1-a 1 H � 3-0� 1-11-9 ale= Sca a=1:21.3 1.5x3= 1.5x3= 1 2 3 4 5 6 15 16 0 co 13 12 11 10 9 8 1.5x3 If 1.5x3 II 12-8-8 12-8-8 Plate Offsets(X,Y)-- f3:0-1-8,Edge),f4:0-1-8,Edgel,[6:0-1-8,Edge],[8:0-1-12,Edge),f13:0-1-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TO 0.41 Vert(LL) -0.09 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.69 Vert(TL) -0.11 11-12 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-S Weight:69 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=679/0-5-8,7=679/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-675/0,6-7=-675/0,1-2=-577/0,2-3=-1311/0,3-4=-1535/0,4-5=-1311/0,5-6=577/0 BOT CHORD 12-13=0/1078,11-12=0/1535,10-11=0/1535,9-10=0/1535,8-9=0/1078 WEBS 1-13=0/792,2-13=-745/0,2-12=0/363,3-12=-428/0,6-8=0/792,5-8=-745/0,5-9=0/363,4-9=-428/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MR'EK REFERANCE PAGE MII-7473 rev.10/03!2015 BEFORE USE. � Design valid for use only with MRekO connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall betiding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent tracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Arexancift VA 22314. Tampa,FL 33610 Job Truss Truss Type { Qty Ply T12273265 14429TO F06 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:40 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-Ofvt2minf4cMHIR?MoDirZOiAQUU_FJ 11 ahlQbySsnT 1 3x4= 2 1.5x3 11 3 3x4 I I Scale=1:10.4 7 1.5x3= 0 ro I 6 5 4 3x4= 3x4= $x4= 1-6-12 2-2-0 1-6-12 Plate Offsets(X,Y)— "f5:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Vert(LL) n/a r1/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n1a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-P Weight:18 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. (Ib/size) 6=60/2-2-0,4=-13/2-2-0,5=158/2-2-0 Max Uplift 4=-1 3(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)4. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MiTekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273266 14429TO F07 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:412017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-UrTFF6jPQOkDuSOCwWkxOnztpggjji WAGERry1 ySsnS ?:L4`1-8 1� 1 3x4= 2 1.5x3 11 3 1.5x3 11 4 3x4 11 ' Scale=1:10.2 9 1.5 0 m SIMONE= moms= 6 7 6 5 3x4= 3x4= 1.5x3 11 3x4= 1-6-12 2-10-12 4-0-0 1-6-12 1-4-0 Plate Offsets(X,Y)-- (7:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress[nor YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-P Weight:25 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 4-0-0. (lb)- Max Grav All reactions 250 Ib or less at Joints)8,5,7,6 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"XX)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10M312015 BEFORE USE. ' Design valid for use only with MITek®connectors.This deslgn is based only upon parameters shown,and Is for an individual building component,not a Truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek 5 always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quailty Criteria,DSB-89 and BCSI Bullding Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273267 14429TO FOB Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:41 2017 Page 1 ID.?gjtoWxOGI OEk3Cl?dBMoszBOOu-UrTFF6jPQOkDuSOCwW kxOnztQgpnjhTAGERryl ySsnS 0-1-8 1 1 ' 1-3-0 0-10-81OF 7 0� .Scale=1:14.3 1.5x3 11 1.5x3 11 1.5x3 11 1.54 11 3x6= 1 2 3 43x6= 5 6 7 I i5 1. 0 T ZAI 13 12 10 9 6 4-0-0 2-9-0 3-10-83-11 2 7-8-8 2-9-0 1-1-8 0-1- 3-8-8 0-0-4 Plate Offsets(X,Y)-- f9:0-1-8,Edgel,f10:0-1-8,Edgel,f12:0-1-8,Edgel,f13:0-1-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.12 Vert(LL) -0.00 13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.07 Vert(TL) -0.00 13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 8 n/a n/a BCDL 5.0 . Code FBC2014/TPI2007 Matrix-S Weight:52 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 14=207/0-3-8,8=197/Mechanical,11=411/0-3-8 Max Grav 14=215(LC 10),8=212(LC 7),11=420(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-11=-401/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGEM11-7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss.system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12273268 14429TO F09 Floor 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:42 2017 Page 1 ID:?9jtoWxOG1 OEk3C1?dBMoszBOOu-y11 dTSj2Bhs4WcaOUDFAw_WygEy2S16KVuAPUUySsnR 0-1-8 H 1 1�1� 01 a scIll =1:28s 4x6= 44= 1.5x3= 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 21 22 0 co 19 18 17 16 15 14 13 12 11 4x6= 3x6 FP= 1.5x3 II 1.5x3 II 4x6= 1-6-0 4-0-0 6-6-0 10-4-8 12-10-8 15-4-8 16-10-8 1-6-0 2-6-0 2-6-0 3-10-8 2-6-0 2-6-0 1.6-0 Plate Offsets(X,Y)-- f1:Edge,0-1-81,(4:0-1-8,Edge1,(5:0-1-8,Edge1,[9:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.15 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(TL) -0.24 14-15 >836 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.06 10 n/a n1a BCDL 5.0 Code FBC2014lrP12007 Matrix-S Weight:92 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT.CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 20=908/0-5-8,10=908/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20.90310,9-10—903/0,1-2=-804/0,2-3=-1961/0,3-4=-2583/0,4-5=-2767/0,5-7=-2583/0,7-8=-1961/0, 8-9=-804/0 BOT CHORD 18-19=0/1511,16-18=0/2388,15-16=0/2767,14-15=0/2767,13-14=0/2767,12-13=0/2388,11-12=0/1511 WEBS 9-11=0/1104,1-19=0/1104,8-11=1052/0,2-19=1052/0,8-12=0/669,2-18=0/669,7-12=-634/0,3-18=-634/0, 7-13=0/370,3-16=0/370,5-13=-438/33,4-16=-438/33 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"XX)nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall, building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12273269 14429TO F10 Floor 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:43 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-QEbOgnkgx?_x8m9aP-xmPTC23Kel4BUFTjYwyl wySsnQ 1-3-0 1-11-e 0x8 Scale=1:27.6 46= 3x6 FP= 1.5x3= 14x6= 2 3 4 5 6 7 8 9 20 0 m 19 18 17 16 15 14 13 12 11 46= 3x6 FP= 3x6= 1.5x3 II 4x6= 6-7-87-8-0 16-7-0 6-7-8 1-0-8 8-11-0 Plate Offsets(X,Y)— 11:Edge,0-1-81,(5:0-1-8,Edgel,[9:0-1-8,Edge],ri9:Edge,0-1-81 LOADING (psf) . SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.19 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) -0.28 13-14 >691 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.05 10 n/a n/a BCDL 5.0 Code FBC2014fTP12007 Matrix-S Weight:91 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purl BOT CHORD 2x4 SP No.2(flat)`Except' except end verticals. 10-16:2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:14-15. REACTIONS. (Ib/size) 19=898/Mechanical,10=892/0-3-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-19=-895/0,9-10=-888/0,1-2=-791/0,2-3=-1902/0,3-4=-2628/0,4-5=-2628/0, 5-7=-2509/0,7-8=-1916/0,8-9=-788/0 BOT CHORD 17-18=0/1485,15-17=0/2315,14-15=0/2628,13-14=0/2628,12-13=0/2334,11-12=0/1479 WEBS 9-11=0/1082,8-11=-1028/0,8-12=0/649,7-12=-622/0,7-13=0/363,5-13=-416/85, 1-18=0/1119,2-18=-1032/0,2-17=0/619,3-17=-615/0,3-15=0/643,4-15=-289/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise Indicated. 3)Refer to girder(s)for truss to truss connections. 4) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails- Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.101032015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based oNy upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems•seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qry Ply T12273270 14429TO Fll GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:44 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-uQ8Ot7lliJ6olvknbeHe?Pb0_7 sRw3FdyCfWZMySsnP 1---t Scale=1:11.5 1 3x6= 21.5x3 II 31.5x3 11 41.5x3 11 5 3x4 11 0 10 9 8 7 6 3x4 11 3x4= 1.54 11 1.5x3 11 3x4= 1-6-12 2-10-12 4-2-12 5-1-0 1-6-12 1-4-0 1-4-0 0-10-4 Plate Offsets(X,Y)-- [9:0-1-8,Edge],I10:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.10 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(fL) -0.00 9 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-P Weight:31 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 5-1-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)10,6,9,8,7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Gable requires continuous bottom chord bearing. 2)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 3)Gable studs spaced at 1-4-0 oc. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 0 WARNING-Verity des?gn parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MX7473 rev.10/032015 BEFORE USE. � Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional Temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273271 1442970 F12 Floor 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:44 2017 Page 1 I D:?9jtoWxOG 1 OEk3Cl?d BMoszBOOu-uQ8Ot7ll iJ6olvknbeHe?Pbl L1 ikw_ndyCf W ZMySsnP 1-3-0 1-8-0 OH8 Scale=1:18.5 1.5x3 II 1.5x3= 1 3x6- 2 3 4 5 6 14 0 13 12 11 10 9 8 1.5x3 11 4_07-2-0 9-8-0 11-2-0 1.6-0 5-8-0 2-6-0 1-6-0 Plate Offsets(X Y)— 14:0-1-e Edge) [6:0-1-8 Edgel 111:0-1-8,Edgel,113:Edge,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.08 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(TL) -0.11 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FBC2014ITP12007 Matrix-S Weight:62 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 13=600/Mechanical,7=594/0-3-0 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-587/0,6-7=588/0,1-2=-477/0,2-3=-1160/0,3-4=1160/0,4-5=-1070/0,5-6=-494/0 BOT CHORD 11-12=0/914,10-11=0/1160,9-10=0/1160,8-9=0/925 WEBS 6-8=0/677,1-12=0/674,5-8=-641/0,2-12=-650/0,5-9=0/252,2-11=0/469 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDEn MrrEK REFERANCE PAGE MO-7473 rev.1 010 3/2 0 1 5 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a Truss system.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design into the overall bullding design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse wfih possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI 19uallty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tama,FL 33610 Job Truss Truss Type Qty Ply 712273272 14429TO F13 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:45 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-Ncim5TmwTcEf N3JzgMotYd8ZeRBef W UmBsP35pySsnO 0148 Scale=1:18.4 3x4 11 3x4= 1 2 3 4 5 6 7 8 9 /F1 lei 0 m 18 17 16 i5 14 13 12 11 10 3x4 II 3x4= 3x4= 1-7-4 2-11-4 4-3-4 5-7-4 6-11-4 8-3-4 9-7-4 , 11-2-0 1-7-4 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1.6-12 Plate Offsets(X,Y)-- [1:Edge,0-1-8),[9:0-1-8,Edge],[11:0-1-8,Edgel,[18:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL) n/a rVa 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 10 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix-S Weight:56 lb FT 20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 11-2-0. (lb)- Max Grav All reactions 250 Ib or less at joints)18,10,17,16,15,14,13,12,11 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. Q 1'ARNiA'G-Vedty dea,'yn parraters and READ t10TES ON THIS AND INCLUDED MMEK REFER:,XE PAGE hitt-74n rev.i>`/a312015 SEFORE USE. Design valid for use only with MiTek®connectors.This design Is based orgy upon parameters shown.and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type `- ' Qty Ply T12273274 14429TO FG02 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:46 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-rpG8lpmYEwMW?Du9j3J65ggWXrJpOnuwQV8cdFySsnN 3-3-2 6-4-8 9-5-15 12-7-5 15-8-11 18-10-1 21-11-8 25-0-14 28-4.0 3 3-2 3-1-6 3-1-6 3-1-6 3.1-6 3-1-6 3-1-6 3-1-6 3-3.2 Scale:1/4°=1' 4x6= 6x8= 2x4 11 2x4 11 6x8= .4x6= 1 2 3 4 5 6 7 8 9 10 i IN+a 20 19 18 17 16 15 14 13 21 22 12 11 3x4 11 5x6= 8x10= 8x10= THD26-2 5x6= 3x4 II THD46 3-3-2 6-4-8 9-5-15 12-7-5 15-8-11 18-10-1 21-11-8 25-0-14 28-4-0 3-3-2 3-1-6 3-1-6 3-1-6 3-1.6 3-1-6 3-1-6 3-1-6 3-3-2 Plate Offsets(X,Y)- [2:0-2-0,0-2-0],[4:0-3-8,0-3-0],[7:0-3-8,0-3-0],[9:0-2-0,0-2-0],[12:0-2-0,0-2-8],[13:0-2-0,0-2-0],[14:0-5-0,0-5-0],[17:0-5-0,0-5-0],[18:0-2-0,0-2-0], [19:0-2-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defi Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.88 15-16 >383 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(TL) OD-16-16 >248 240 BCLL 0.0 Rep Stress[nor NO WB 0.80 Horz(TL) 9 11 rl/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix-MS Weight:308 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD [Rigid tructural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.1'Except' BOT CHORD ceiling directly applied or 10-0-0 oc bracing. 14-17:2X6 SP SS WEBS 2x4 SP No.3*Except* 1-19,2-18,3-17,4-16,7-15,8-14,9-13,10-12:2x4 SP No.2 REACTIONS. (Ib/size) 20=1701/0-5-8,11=2234/0-3-8 111 �e ?(eLvo-i5 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-1569/0,1-2=-4056/0,2-3=-7212/0,3-4=-9301/0,4-5=-10863/0,5-6=-10863/0, �( 6-7=-10863/0,7-8=-10656/0,8-9=-9371/0,9-10=-5542/0,10-11=-2104/0 + CSC rig/\ BOT CHORD 18-19=0/4056,17-18=0/7212,16-17=0/9513,15-16=0/10863,14-15=0/10758, L 13-14=0/9371,12-13=0/5542 WEBS 1-19=0/4106,2-19=-1443/0,2-18=0/3356,3-18=-1 102/0,3-17=0/2233,4-17=-847/0, 4-16=0/2124.5-16=-333/0,7-15=-7991793,7-14.410/0,8-14=0/1374,8-13=-776/0, 9-13=0/4071,9-12=-1676/0,10-12=0/5636 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. 4)All plates are 4x5 MT20 unless otherwise indicated. 5)Required 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means.. 6)Use USP THD26-2(With 16d nails into Girder&10d nails into Truss)or equivalent at 22-9-0 from the left end to connect truss(es)to back face of bottom chord. 7)Use USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent at 23-7-12 from the left end to connect truss(es)to back face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-10=-100,11-20=-10 0 LJARN"!G-Vai h}r dasign paras,afar.and RE;D t.'OTES ON THIS At:D IN--LUDED;,-;SEK REFERAF;OE PAGE ff,II-7473 ray.10,03/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for or)Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273274 14429TO FG02 FLOOR 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:46 2017 Page 2 I D:?gjtoWxOG1 OEk3Cl?dBMoszBOOu-rpG8lpmYEwMW?Dugj3J65ggWXrJpOnuwQVBcdFySsnN LOAD CASE(S) Standard Concentrated Loads(lb) Vert:21=-648(6)22=-202(B) ®EYARPII6`G-VerQ+des,yn parrslers anR RE.;D t10TES ON THIS.SND f XLUDED AIMEK REFERANCE PAGE P"117473 ray.10•'73!2015 BEFORE USE � f Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12273275 14429TO FT01 FLOOR 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:47 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-J?qW W9nA?EUNcNTLHmrLd2DkuFix7Ef3e9uAAhySsnM 3-1-2 5-10-12 8-8-6 11-9-8 3-1-2 2-9-10 2-9-10 3-1-2 Scale=1:19.1 0.25 F12 3x4= 2x4 I 2x4 11 4 4x6= it 1 2 3 y 10 9 8 7 5x6= 2x4 II 2x4 11 8x10= 4x6= Q3-1$ 3-1-2 5-10-12 8-8-6 11-9-8 3-1 2-9-6 2-9-10 2-9-10 3-1-2 Plate Offsets(X,Y)-- f9:0-3-0,0-2-41,[10:0-3-4,0-2-01,[10:0-1-12,0-G-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.27 8-9 >517 360 MT20 244/190 TCDL 20.0 Lumber DOL 1.00 BC 0.73 Vert(TL) -0.43 8-9 >318 240 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(TL) 0.04 6 n/a n/a BCDL 5.0 Code FBC2014/TP12007 Matrix-AS Weight:47 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP SS BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except" MiTek recommends that Stabilizers and required cross bracing 1-9:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 10=978/0-3-8,6=978/0-3-8 Max Grav 10=978(LC 1),6=978(LC 2) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10—899/0,1-2=-3077/0,2-3=-3077/0,3-4=-3072/0 BOT CHORD 9-10=0/414,8-9=0/3070,7-8=0/3070,6-7=0/3072 WEBS 2-9=-512/0,4-6=-3019/0,1-9=012717 NOTES- 1)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 2) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Q:VARNIPiG-Verlrj design,parameters and READ NOTES ON THIS AND INCLUDED MITIE11 REFERANCE PAGE 1,111-7473 rev.10/03/2015 BEFORE USE � Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall budding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply T12273276 14429TO T01 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:48 2017 Page 1 I D:?9jtoWxOG 1 OEk3Cl?dBMoszBOOu-nBOvjVoomXcDEX2Yq UMaAFm5nfDBst2Ctpdji7ySsnL 8-0-0 16-0-0 8-0-0 8-0-0 Scale=1:28.3 5x6= 7 6 8 6.00 12 5 9 26 27 4 10 25 28 11 3 2 12 13 1 to 3x4= 24 23 22 21 20 19 18 17 16 15 14 3x4—_ 6x6= 16-0-0 16-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(fL) 0.00 13 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Weight:84 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-0-0. (lb)- Max Horz 1=96(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,20,21,22,23,24,18,17,16,15,14 Max Grav All reactions 250 Ib or less at joint(s)1,13,19,20,21,22,23,24,18,17,16,15,14 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=211;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-0-0 to 3-0-0,Exterior(2)3-0-0 to 8-0-0,Comer(3)8-0-0 to 11-0-0 zone;C-C for members and forces&MWFRS•for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,20,21,22,23, 24,18,17,16,15,14. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. 0 WARNING G-Verify design Parameters and READ(NOTES Oil THIS AND INCLUDED MYTEK REFER`t:CE PAGE F.;11-7473 rev.10,W12015 BEFORE USE � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCS(Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273277 14429TO T02 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:49 2017 Page 1 I D:zBNTrJvSv3nj?4Cm_94hoFyURcP-FOyHxrpRXrk4shdkOBtpiT15w2RCbAZM6TN H EaySsnK 1-7-8 2-11-8 , 4-3-8 , 5-7-8 6-11-8 8-3-8 9-7-8 10-11-8 12-3-8 16-3-8 21-11-0 1-7-8 1-4-0 1-4-0 1-4-0 1.4-0 1.4-0 1-4-0 1-4-0 1-4-0 4-0-0 5-7-8 5x6= Scale=I AO.9 THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. 9 THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND 8 10 124x5 WITH NEGLIGIBLE LATERAL DEFLECTIONS. 11 357 26 6.00 L12 6 22 5 23 4 34 24 3 4x5 25 13 2 14 21 1 Im C6 0 0 3x4= 15 20 19 18 17 16 6x6— 3x8 11 �1_-7-8 , 2-11-8 4-3-8 5-7-8 6 1-0 7-4-13 13-9-1 14-6-$ 21-11-0 1-7-8 1.4-0 ' 1-4-0 1-4-0 5- 1-3-13 6-4-3 0-9-2 7-4-13 Plate Offsets(X,Y)-- fi4:0-5-9,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.13 15-29 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.55 Vert(TL) -0.26 15-29 >734 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) -0.03 14 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:117 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):22,24 SLIDER Right 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. All bearings 6-4-8 except Qt=length)14=0-5-8,16=0-3-8. (lb)- Max Harz 1=127(LC 11) Max Uplift All uplift 100 Ib or less at joint(s)1,20,19 except 14=-181(LC 12), 17=-333(LC 12) Max Grav All reactions 250 Ib or less at Joint(s)20,19,18 except 14=702(LC 1), 1=290(LC 1),17=298(LC 1),16=468(LC 3),1=290(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 12-14=-892/295,1-2=-479/102,2-3=-481/132,3-4=-488/167,4-5=-449/170, 5-6=-456/244,6-7=-414/247,7-8=-400/272,8-9=-385/298,9-10=-378/303, 10-11=-422/309 BOT CHORD 1-20=-78/415,19-20—78/415,18-19=-78/415,17-18=-78/415,16-17=-131/705,. 15-16=-131/705,14-15=-131/705 WEBS 21-25=-450/104,24-25=-447/103,23-24=-441/89,22-23=-435176,22-26=-467/120, 11-26=-474/124,11-12=-648/264,17-21=-408/221,5-21=-254/173,12-15=0/328 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 2-11-8,Interior(1)2-11-8 to 10-11-8,Exterior(2) 10-11-8 to 13-4-5 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,20,19,1 except Qt=1b)14=181,17=333. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®NVARNINC-VerM design,parameter and READ NOTES ON THIS AND IN^X UDED 5"ITEK REPERAPXCE PAGE MIP7473 rev.1"120 15 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI t Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informalion available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type ` City Ply 712273278 14429TO T03 Common 19 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:50 2017 Page 1 I D:zBNTrJvSv3nj?4Cm_94hoFyU RcP-jaW f8Bg319sxTgCwyvO2FgrMCSoNKImV K76gmOySsnJ 5-7-8 10-11-8 16-3-8 21-11-0 5-7-8 5-4-0 5-4-0 5-7-8 Scale=1:39.1 6x6= 4 6.00 F12 i9 20 2x4\\ 2x4 3 5 18 21 4x5 i 4x5 2 6 1 7 Io 9 22 23 8 3x8 II 6x6= 4x5 = 3x8 11 7-4-13 14-6-3 21-11-0 7-4-13 7-1-5 7-4-13 Plate Offsets(X,Y)-- [1:0-3-0,0-0-11,(7:0-5-1,0-0-1) LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.26 8-9 >996 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-AS Weight:107 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=877/0-5-8,7=877/0-5-8 Max Horz 1=-129(LC 10) Max Uplift 1=230(LC 12),7=-230(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1340/463,3-4=-1207/477,4-5=-1207/477,5-7=-13401463 BOT CHORD 1-9=-321/1150,8-9=-160/816,7-8=-321/1137 WEBS 4-8=-1 20/450,5-8=-267/203,4-9=-120/450,3-9=-267/203 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-11-8,Exterior(2)10-11-8 to 13-11-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=230,7=230. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 WARNING-V r."fy dcs19n Permefers and READ NOTES ON THIS AND INCLUDED A#TEKREFERANCE PAGE fff,`-7473 rev.10/A312015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not a Truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and miss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273279 14429TO T04 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:512017 Page 1 ID:z8NTrJvSv3nj?4Cm_94hoFyURcP-Bm31 LXgh3S?o5_m7WcvHouNW8s593BQfZnsNJSySsnl 5-7-8 10-11-8 16-3-8 22-6-0 5-7-8 5-4-0 5-4-0 6-2-8 Scale=1:39.1 6x6= 4 6.00 F12 17 18 2x4\\ 2x4 3 5 45 16 19 i 2 1 I� LLJ 0 8 20 21 7 3x8 11 6x6= 45= 4x5= 7-4-14 14-6-3 22-6-0 7-4-14 7-1-6 7-11-13 Plate Offsets(X Y)— f 1:0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.12 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.25 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:105 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 Installation guide. SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (Ib/size) 1=900/Mechanical,6=900/0-3-8 Max Horz 1=-1 33(LC 10) Max Uplift 1=-236(LC 12),6=-236(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1382/477,3-4=-1249/490,4-5=-1329/512,5-6=-15041499 BOT CHORD 1-8=-321/1184,7-8=-160/859,6-7=-354/1278 WEBS 3-8=-266/206,4-8=-119/439,4-7=-154/559,5-7=-335/235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-Oto 3-0-0,Interior(1)3-0-0 to 10-11-8,Exterior(2)10-11-8 to 13-11-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. - 5)Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=236,6=236. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q:lARNING-Leroy design parameters and READ NOTES ON THIS AND INCLUDED WrEK REFERANCE PAGE ffl,`-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSR-89 and BCSI Building Component 6904 Parke Easf Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12273280 14429TO T05 Jack-Closed Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:51 2017 Page 1 ID:z8NTrJvSv3nj?4Cm_94hoFyURcP-Bm31 LXgh3S?o5_m7WcvHouNXgs3M3EYfZnsNJSySsnl 3.8.0 3-8-0 Scale=1:11.8 2 3 4.00 F12 2x4 II 1 9 5 THD26 4x6= 2x4 11 4 L 3-8-0 3-8-0 Plate Offsets(X,Y)-- fl:0-0-12,0-1-91 LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.02 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.05 5-8 >792 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=567/0-5-8,5=595/Mechanical Max Horz 1=49(LC 21) Max Uplift 1=-145(LC 8),5=-176(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft B=45ft L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=145,5=176. 6)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent at 1-8-12 from the left end to connect truss(es)to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-20,4-6=-20 Concentrated Loads(lb) Vert:9=880(F) 0 5'ARNING-Verify aesfgn parameters and READ NOTES ON THIS AND INCLUDED n9fTEK REFERANCE PAGE 1.90-7473 rev.10/08,2015 BEFORE USE. � Design valld for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into The overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 712273281 14429TO T06 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:53 2017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyU RcP-89BnmCsxb4FW KI wVd 1 xltJTo7gl KXyBx15LU N LySsnG 1-11-154-11-15 8-7-8 13-11.8 19-3-8 25-6-0 1-11-15 3 5-4-0 5-4-0 6-2-8 Scale=1:45.6 6x6= 6 4x10 i 2x4 NAILED 5 7 6.00 12 AILED 6x6 t1 7x10= 4x5 i 3 2 1 m Io 21 12 11 10 22 23 9 4x10 11 46= 4x5= 6x6= 4x5= 4x5= JUS24 2-11-44-11-15 10-4-13 17-6-3 __25-6-0 2-11-4 2-0-11 5-4-14 7-1-6 7-11-13 Plate Offsets(X,Y)-- [1:0-3-8,Edgel,(4:0-6-8,Edgel,(5:0-3-8,0-2-01,1111:0-2-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.17 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(TL) -0.41 10-11 >755 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.08 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:129 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-2 oc purlins. BOT CHORD 2x4 SP No.2`Except' BOT CHORD Rigid ceiling directly applied or 6-3-8 oc bracing. 1-10:2x4 SP No.1 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Right:2x4 SP No.3 SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=1617/0-5-8,8=1094/0-3-8 Max Harz 1=-1 34(LC 23) Max Uplift 1=-468(LC 8),8=-292(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2430/733,3-4=-2770/822,4-5=-4282/1259,5-6=-2062/649,6-7=-1738/553, 7-8=-1913/541 BOT CHORD 1-12=570/2018,11-12=-998/3691,10-11=566/2203,9-10=230/1232,8-9=-407/1640 WEBS 3-12=-373/1414,4-12=-1163/382,4-11=-1376/470,5-10=-868/366,6-10=-303/1059, 6-9=-142/552,7-9=-3321224,5-11=-636/2160 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=26111;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=468,8=292. 7)Use USP JUS24(With 10d nails into Girder&1 Od nails into Truss)or equivalent at 2-11-4 from the left end to connect truss(es)to ` front face of bottom chord. 8)Fill all nail holes where hanger is in contact with lumber. 9)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 Ib down and 20 Ib up at 2-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 0{DARN NG-Verify daslgn parameters and READ NOTES ON Tiffs AND INCLUDED.i;f EY.REFERANCE PAGE 1.511-7473 rev.10/03/2015 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not �. a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with poss(bte personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply T12273281 14429TO T06 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:53 2017 Page 2 ID:z8NTrJvSv3nj?4Cm_94hoFyURcP-89BnmCsxb4FW KIwVdixltJTo7gIKXyBxl5LUNLySsnG LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,4-6=-60,6-8=-60,13-17=-20 Concentrated Loads(Ib) Vert:3=-16(F)12=-575(F)20=-32(F)21=-48(F) Q WARNING-Verify design parameters end READ 1JOTES Oil THIS AND INCLUDED d'rEK REFERANCE PAGE 115;1-74731-v 10103/20:5 BEFORE USE � Design valid for use oNy with MITek®connectors.TNs design Is based only upon parameters shown,and is for an Individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fab ficatiom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda VA 22314, Tampa,FL 33610 Job Truss Truss Type ' Qty Ply T12273282 14429TO T07 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:53 2017 Page 1 ID:z8NTrJvSv3nj?4Cm_94hoFyURcP-89BnmCsxb4FW KIwVdlxltJTr2gn9X2px15LUNLySsnG 3-3-15 6-3-15 8-7-8 13.11-8 19-3-8 25-6-0 r 3-0-0 2-3-9 5-4-0 5-4-0 6-2-8 Scale=1:44.0 6x6= 6 21 22 4x5 i 2x4 6x6 11 5 7 6.00 12 6x6= 3 4x5 20 23 2 19 m 1 N 80 Io 11 10 24 25 9 3x8 11 4x10= 6x6= 4x5= 45= 6-3-15 10-4-13 17-6-3 25-6-0 6-3-15 4-0.14 7-1-6 7-11-13 Plate Offsets(X,Y)-- (1:0-2-12,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.13 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.32 9-10 >950 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC2014lTPI2007 Matrix-AS Weight:128 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 Installation guide. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=1020/0-5-8,8=1020/0-3-8 Max Horz 1=-1 34(LC 10) Max Uplift 1=-268(LC 12),8=-268(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1584/589,3-4=-2176!766,4-5=-2516/903,5-6=-1748/657,6-7=-1580/598, 7-8=-1755/586 BOT CHORD 1-11=-434/1342,10-11=-536/1809,9-10=-242/1091,8-9=-429/1500 WEBS 3-11=-287/1046,4-11=-1210/465,5-10=-631/321,6-10=-264/816,6-9=-144/545, 7-9=-332/232,5-11=-286!762 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=S.Opst;h=25ft;B=45ft;L=26ft;eave=4fh Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-3-15,Exterior(2)3-3-15 to 16-11-8,Interior(1)16-11-8 to 25-6-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=268,8=268. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 IVAR.JING-Verity daafBn parameters and READ ND7E5 ON THIS AND INCLUDED P,TfEK REFERANCE PAGE Frit-7473 rev.I0.03/P0.5 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addltlonal temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ' Oty Ply T12273283 14429TO T08 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:54 2017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyU RcP-cLIA_YtZM NN NySVi BIT_P W??F37EG Wv5F142vnySsnF 4-7-15 7-7-15 13-11-8 19-3-8 25-6-0 4-7-15 3-0-0 6-3-9 5-4-0 6-2-8 Scale=1:44.0 6x6= 5 20 21 6x66x6 11 2x4 = 6.0012 6 3 19 22 45 i 18 m 2 1 70 _ Io 10 9 23 24 8 3x8 11 45= 6x6= 45= 4x5= 4-7-15 10-4-13 17-6-3 25-6-0 4-7-15 5-8-14 7-1-6 7-11-13 Plate Offsets(X,Y)-- f1:0-2-12,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.30 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:125 Ib' FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 Installation quide. SLIDER Left 2x6 SP No.2 1-6-0 REACTIONS. (Ib/size) 1=1020/0-5-8,7=1020/0-3-8 Max Horz 1=-134(LC 10) Max Uplift 1=-268(LC 12),7=-268(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1597/564,3-4=-1387/541,4-5=-1729/635,5-6=-1578/606,6-7=-1753/593 BOT CHORD 1-10=-423/1356,9-10=-624/1950,8-9=-253/1097,7-8=-433/1497 WEBS 3-10=-146/598,4-10=-794/280,4-9=-684/364,5-9=-2291754,5-8=-140/540, 6-8=-330/227 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=26ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-7-15,Exterior(2)4-7-15 to 16-11-8,Interior(1)16-11-8 to 25-6-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s)except Qt=1b) 1=268,7=268. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. YARNING-Vsrlfy design parameters and READ NOTES ON TNiS AND INGLUOED PMTEKREFERANCE PAGE M11-7473 rev.:&W12015 BEFORE USE � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated Is to prevent buckling of Individual truss web aril/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of Trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tempa,FL 33610 Job Truss Truss Type ' Qty Ply T12273284 14429TO T09 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:55 2017 Page 1 ID:zBNTrJvSv3nj?4Cm_94hoFyURcP-4XJYButB7hVEac4uIS_DykYANTTb?ztEUPgbSDySsnE 5-11-15 8-11-15 13-11-8 19-3-8 25-6-0 5-11-15 3-0-0 4-11-9 5-4-0 6-2-8 Scale=1:44.0 6x6= 5 6x66x6 11 19 20 = 6.00 FIT 3 2x46 18 21 4x5 i m m 2 Ch ��J 1 d 70 Io 10 9 22 23 8 3x8 I I 4x5= 6x6= 4x5= 4x5= 5-11-15 10-4.13 17-6-3 25-6-0 5-11-15 ' 4-4-14 7-1-6 7-11-13 Plate Offsets(X,Y)-- (1:0-2-12,0-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) -0.13 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.30 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:126 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Right:2x4 SP No.3 Installation guide. SLIDER Left 2x6 SP No.2 1-6-0' REACTIONS. (Ib/size) 1=1020/0-5-8,7=1020/0-3-8 Max Horz 1=-134(LC 10) Max Uplift 1=-268(LC 12),7=-268(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-1 585/562,3-4=-1 361/557,4-5=-1 727/673,5-6=-1581/615,6-7=-1 756/603 BOT CHORD 1-10=-418/1341,9-10=-525/1712,8-9=-257/1091,7-8=-442/1500 WEBS 3-10=-97/485,4-10=-565/174,4-9=-590/328,5-4=-285/799,5-8=-145/546, 6-8=-331/232 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=26ft;eave=4fh Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-15,Extedor(2)5-11-15 to 16-11-8,Interior(1)16-11-8 to 25-6-0 zone;C-C for members and forces R MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=268,7=268. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. WAFT ING-6arify destjn parameters and READ NOTES ON THIS AHD INCLUDED Ph?EKREFERANCE PAGE Alff-7173 rev.10/03!2015 BEFORE USE. Design valid for use only with WOO connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. - Tampa,FL 33610 i Job Truss Truss Type Qty Ply T12273285 14429TO T10 Monopitch 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:56 2017 Page 1 I D:?9jtoW xOG 1 OEk3Cl?dBMoszBOOu-YktwPEuqu?d5Blf419VSVx5RutxSkUnOj3Z8_gySsnD 3-0-0 -� 3-0-0 Scale=1:14.4 3 , 2x4 I 6.00 F12 4x5 i 2 1 4 3x6 11 2x4 11 3-0-0 3-0-0 Plate Offsets(X,Y)-- f1:0-2-0,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(TL) 0.00 1 nta n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:16 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=114/0-5-8,4=114/Mechanical Max Horz 1=59(LC 12) Max Uplift 1=5(LC 12),4=-54(LC 12) MaxGrav 1=114(LC 1),4=115(LC 17) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.6psf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,4. ®WARNING-Verify design parammmem and READ NOTES ON THIS AND INCLUDED A-ITEK REFERAMCE PAGE A111=7473 rev.10/03/2015 BEFORE USE. VL A11111111111111 Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bid. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12273286 14429TO Tit Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:57 2017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyURcP-OwRlcavSellypvEGstOhl gdbQH HuTxl XxjJi W 6ySsnC 1-10-103-0-0 1-10-10 1-1-6 NAILED NAILED 4 2x4 11 Scale=1:11.5 3 10 6.00 12 3x6— 4x5 i 2 1 1 11 5 NAILED NAILED 3x6 11 2x4 11 1-10-10 3-0-0 1-10-10 1-1-6 Plate Offsets(X,Y)-- r1:0-2-0,0-0-5),(3:0-3-0,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.00 5-8 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 1 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MR Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end-verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 SP No.2 1-6-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) 1=144/0-5-8,5=199/Mechanical Max Horz 1=39(LC 21) Max Uplift 1=-28(LC 8),5=-76(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 2-12d(0.148"x3.25')toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-4=-60,5-6=-20 Concentrated Loads(lb) Vert:3=-22(B)10=-41(B)11=-52(B) A WARMING-Varthy design parameters and READ MOTES CH THIS AND INCLUDED mn; EKREFERAmcE PAGE P.1XW3 rev.10103/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCS]Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type j Qty Ply T12273287 14429TO T12 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:58 2017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyU RcP-U6?ggww4PctpR3pTQaXwaMAkDhZACN_hAN2F3YySsnB 1-4-4 4-0-4 5-4-4 6-8-4 8-0-4 9-4-4 10-8-8 1-4-4 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-4 5x6= Scale=1:21.7 5 6 6.00 F12 4 25 7 24 26 3 23 8 9 3x8 11 2 10 n o 6 6 16 17 16 15 14 13 12 11 3x8 11 3x8 II 3x8 11 3x4= 4- 1-4-44-0-4 8-0-4 9-4-4 10-8-8 4-4 1-0-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-4 Plate Offsets(X Y)-- fi:0-0-1i 0-0-31 f1:0-0-13 Edge) f9:0-5-10 0-1-4) [10:0-3-8 Edgel f10:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.05 12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.06 12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 10=410/0-1-8,1--439/0-3-8 Max Horz 1=69(LC 11) Max Uplift 10=-253(LC 12),1=-271(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-528/671,2-3=-529/685,3-4=-506/695,4-5=-490/702,5-6=-485/700,6-7=-505/698, 7-9=-503/658,9-10=-526/654 BOT CHORD 1-17=-570/451,16-17=-570/451,15-16=-570/451,14-15=-570/451,13-14=-570/451, 12-13=-570/451,11-12=-570/451,10-11=590/479 WEBS 5-14=-374/218 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-4-4,Exterior(2)5-4-4 to 8-4-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 10=253,1=271. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 10)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. ®WARNfNG-Verify dasljn pararaters and READ NOTES ON THIS AND INCLUDED Nit EKREFERAlYCE PAGE Mi;-7473 rev.10/03/20:5 BEFORE USE � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify The applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlom storage,delivery,erection and bracing of Trusses and truss systems,seeANSIM 1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tempa,FL 33610 Job Truss Truss Type + ` Qty Ply 712273288 14429TO T13 Common 1 1 Job Reference o tionai Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:58 2017 Page 1 ID:z8NTrJvSv3nj?4Cm_94hoFyURcP-U6?ggww4PctpR3pTOaXwaMAkshaNCN5hAN2F3YySsnB 5-4-4 10-8-8 5-4-4 5-4-4 5x6= Scale=1:23.4 3 6.00 F12 19 18 2 17 0 4x5 i d. 44x5 2 1 5 m 0 6 2x4 11 3x8 I I 3x8 11 4 5-4-4 10-8-8 4-4 5-0-0 5-4-4 Plate Offsets(X,Y)-- f1:0-3-8,Edpe1,f5:0-5-9,Edpe1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.05 6-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.22 Vert(TL) -0.05 6-15 >999 180 BCLL 0.0 Rep Stress]nor YES WB 0.08 Horz(TL) -0.01 5 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0,Right 2x4 SP No.3 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=443/0-3-8,5=414/Mechanical Max Horz 1=-63(LC 10) Max Uplift 1=-273(LC 12),5=-255(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-482/621,3-5=-440/615 BOT CHORD 1-6=-454/378,5-6=-454/378 WEBS 3-6=-319/200 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp Q Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-4-4,Exterior(2)5-4-4 to 8-4-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=273,5=255. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verthi design parmelers and READ NOTES ON THIS AND INCLUDED S1rEK REFERANCE PAGE ff11-7473 rev 1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12273289 14429TO T14 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:30:59 2017 Page 1 ID:z8NTrJvSv3nj?4Cm_94hoFyURcP-yJY31 GxiAw?g2DOf_1296ajwO4wXxp_gPt oob?ySsnA 5-4-4 8-5-14 10-8-8 5-4-4 3-1-10 2-2-10 5x6= Scale=1:23.4 3' 6,00 T2 15 6x6= 2x4 11 4 14 5 4x5 i 2 m 1 6 7 6 2x4 11 4x5= 3x8 11 4- 5-4-4 10-8-8 0-4- 5-0-0 5-4-4 Plate Offsets(X,Y)-- f1:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.05 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-AS Weight:47 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=437/0-3-8,6=408/Mechanical Max Horz 1=52(LC 11) Max Uplift 1=-265(LC 12),6=256(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-472/601,3-4=-430/585 BOT CHORD 1-7=-494/370,6-7=-494/370 WEBS 3-7=-322/208,4-6=-446/545 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-4-4,Exterior(2)5-4-4 to 8-5-14 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=265,6=256. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WA RIVING-Verify design Parameters and READ NOTES ON THIS AND INCLJDEQ dfTEi-REFERANCE PAGE IVII-7473 rev.10,0Cf5 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not �' a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stab(lity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricafion,storage,delivery,erection and bracing of trusses and truss systems,seeANSf/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273290 14429TO T15 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:00 2017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyURcP-QV6REcxKxD7 W gNzrX?ZOfnF5kUGigG7zehXM7RySsn9 5-4-47-1-14 10-8-8 5-4-4 1-9-10 3-6-10 5x6= Scale=1:23.4 3 6.00 FIT 6x6= 2x4 11 4 5 15 Li 14 4xS i 2 m N 1 7 6 2x4 11 5x6= 3x8 11 4- 5-4-4 10-8-8 4- 5-0-0 5-4-4 Plate Offsets(X Y)-- (1:0-3-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.05 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=437/0-3-8,6=408/Mechanical Max Horz 1=74(LC 12) Max Uplift 1=-260(LC 12),6=-262(LC 9) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-473/570,3-4=-403/589 BOT CHORD 1-7=-526/372,67=-526/372 WEBS 3-7=-322/209,4-6=-412/570 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5:Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-4-4,Extedor(2)5-4-4 to 7-1-14 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=260,6=262. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 L:ARNING-Verify ds_4gn parmeters and READ NOTES ON THIS AND INCLUDED 111,E.Y REFERANCE PAGE M11-7473 rev.1010M015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must vedfy the applicability of design parameters and properly Incorporate this design info the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Addiflonal temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Ty � T12273291 14429TO T16 Common 1 1 J Job Truss Truss pe Qty Ply ob Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:012017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyURcP-vhgpSxyyiXFN IXX25j5dB?oCOuV EP127sLHvftySsnB 5-4-4 6-6-0 7-0-0, 5-4-4 1-1-12 0-6-0 Scale=1:22.4 4x5 11 3 2x4 11 4 6.00 F12 14 13 4x5 i 2 1 m Io 6' 3x4= 5 3xB II H41 5-4-4 6-6-0 7-0-0 4-4 5-0-0 1-1-12 0-6-0 Plate Offsets(X,Y)-- f1:0-2-12,0-0-51 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.26 6-11 >315 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.21 6-11 >385 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.05 1 rda n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SP No.2 1-6-0 be installed during truss erection,in accordance with Stabilizer I Installation guide. REACTIONS. (Ib/size) 1=284/0-3-8,5=220/0-5-8 Max Harz 1=94(LC 12) Max Uplift 1=-151(LC 12),5=-146(LC 12) FORCES. (lb)-.Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-343/575 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24fh eave=4fh Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-4-4,Exterior(2)5-4-4 to 6-1-12 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=151,5=146. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q EARNING-Verify design parameter.and READ NOTES ON THIS AND 6VCLUDED;fir EK REFERAPICE PAGE;40-7473 rev.10103122016 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the buildirig designer must verify the applicability of design parametersand properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,_218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply T12273292 14429TO T17 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:01 2017 Page 1 I D:zeNTrJvSv3nj?4Cm_94hoFyU RcP-vhgpS)WXFNIXX25j5dB?oGduU nPf07sLHvftySsn8 3-8-12 7-5-8 7-9-8, 3-8-12 3-8-12 0-4-0 2x4 11 Scale=1:19.8 3 4.00 FIT 3x4 2 34 7 1 Io 13 14 15 6 JUS24 2x4 11 JUS24 .4x10— 3x6 I JUS24 3x6 11 -123-8-12 7-5-8 7-9-8 3-1 3-5-0 3-8-12 '0-4-0 Plate Offsets(X,Y)-- f1:0-3-7,0-6-10),[1:0-4-10,0-1-81,[4:0-3-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.07 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.09 4-5 >919 180 BCLL 0.0 Rep Stress incr NO WB 0.38 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-15 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. 4-7:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 I Installation guide. REACTIONS. (Ib/size) 4=892/0-3-8,1=1251/0-3-8 Max Horz 1=98(LC 8) Max Uplift 4=-572(LC 8),1=-731(LC 8) FORCES. .(lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1263/729 BOT CHORD 1-5=-749/1164,4-5=-749/1164 WEBS 2-5=-482f740,2-4=-1270/817 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 4=57211=731. 5)Use USP JUS24(With 1 Od nails into Girder&1 Od nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 6-0-12 to connect truss(es)to back face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. 7) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)399 Ib down and 262 Ib up at 0-0-0 on bottom chord. The design/selection of such connection devices)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pit) Vert:1-3=-60,4-8=-20 Concentrated Loads(lb) Vert:6=-399 13=-394(8)14=-388(B)15=-388(B) 0 WARNING-Verffy desfyn pararaters and READ NOTES ON THIS AND fNCLUDED Aff EY.REFERANCE PAGE U11-7473 rv.IOIO 2015 BEFORE USE. M91M� Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component not a Truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall MiTek'buliding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erecfion and bracing of trusses and lnus systems,seeANSI/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Taus Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314, Tampa,FL 33610 , Job Truss Truss Type City Ply T12273293 14429TO T18 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:02 2017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyURcP-NuEBfHzbTrN EWh6EfOcskCLKrl rl8CGG5?OTCKySsn7 7-5-8. 7-5-8 2x4 11 Scale=1:19.8 2 4.00 F12 10 4 4 1 Io 3 3x4% 3x5= 3x6 11 3-12 7-9-8 -3-1 7-5-12 Plate Offsets(X,Y)-- f1:0-1-10,0-6-101,13:0-2-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.31 3-9 >277 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.27 3-9 >315 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:31 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except` MiTek recommends that Stabilizers and required cross bracing 3-4:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 3=274/0-3-8,1=301/0-3-8 Max Horz 1=98(LC 12) Max Uplift 3=-190(LC 12),1=-1 65(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. •NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fh Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-2-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 3=190,1=165. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 IVARIJfNG-Verify design parameters and READ N07ES ON THIS AtiD tVCLUDED 7EK REFERANCE PAGE 1.:11-7473 rev.10,032✓Pa BEFORE USE OL ISO" Design valid for use oNy with MiTek®connectors.This design Is based only upon parameters shown.and Is for an Individual building component not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273294 14429TO T19 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:03 2017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyURcP-r4oZtd_DE8V5XghQD775HQtW7iBgffW QKfmOkmySsn6 6-8-1 6-8-1 Scale=1:19.8 2x4 11 2 4.00 FIT 11 10 34 4 1 Ic? m 0 3 3x4 3x5= 3x6 3-12 3-8-12 7-9-8 3-12 3-5-0 4-0-12 Plate Offsets(X,Y)-- [1:0-1-10,0-6-101,[3:0-2-4,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.30 3-9 >288 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.27 3-9 >315 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.04 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:31 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3"Except` MiTek recommends that Stabilizers and required cross bracing 3-4:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (Ib/size) 3=274/0-3-8,1=301/0-3-8 Max Horz 1=98(LC 12) Max Uplift 3=-190(LC 12),1=-165(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(37second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 7-2-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord and any other members. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 3=190,1=165. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 0 IV ARM G-Ver.'y desIgn,parameters and READ NOTES ON THfS AND IAALUOEO 6rrEV REFERANCE PAGE fri11-7473 rev.10=120:5 BEFORE USE Design valid for use only with MITekm connectors.This design is based only upon parameters shown,and Is for an individual building component,not �. a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type 3 Qty Ply 712273295 14429TO T20 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:03 2017 Page 1 ID:zBNTrJvSv3nj?4Cm_94hoFyURcP-r4oZtd_DE8V5XghQD775HQtc1 iJUteuQKfmOkmySsn6 3.8-1 7-5-8 7 9'8 3-8-1 3-9-7 11 ' Scale=1:15.1 NAILED NAILED 4x6-.:� NAILED 2x4 II 4.00 12 2 12 13 3 71 6 34— m m 1 lop 14 52x4 II NAILED 4x10= 3x4= 3x6 I p 3-12, 3-8-1 7-5-8 3-12 3-4-5 3-9-7 Plate Offsets(X,Y)-- [1:0-1-10,0-6-101,f1:0-0-0,0-1-51,[2:0-1-4,0-1-12),(4:0-3-12,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:35 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 4-6:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 4=273/0-3-8,1=301/0-3-8 Max Horz 1=50(LC8) Max Uplift 4=-209(LC 4),1=-186(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-369/238 BOT CHORD 1-5=-236/321,4-5=-243/329 WEBS 2-4=357/265 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)except Qt=lb) 4=209,1=186. 7)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)9 Ib down and 4 ib up at 3-10-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=125,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-7=-20 Concentrated Loads(lb) Vert:5=-1(F)14=3(F) Q E9ARMING-Vsrf fy dssfgr parameters and READ NOTES ON THIS AND INCLUDED.mr,EKREFERANCE PAGE R71-7:73 rev.fd/83/<015 BEFORE USE Ift Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not �- a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSVTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ~ ° Qty Ply 712273296 14429TO T21 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:04 2017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyU RcP-JGMy4z_r9Sdy9_GdmreKpdQ115Shc6wZYJVZGCYSsn5 2-0-0 6-0-0 2-0-0 4-0-0 Scale=1:11.4 4x5= 4.00 FIT NAILED 2 9 3 F1 1 Ll 5 10 4 3E 3x6 11 2x4 11 NAILED 3x4 2-0-0 6-0-0 2-0-0 4-0-0 Plate Offsets(X,Y)-- (1:0-1-10,0-6-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.16 4-5 >452 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.30 4-5 >240 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) 0.12 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:20 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-6 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 3=118/Mechanical,4=139/Mechanical,1=260/0-5-8 Max Horz 1=28(LC 25) Max Uplift 3=-86(LC 4),4=-35(LC 4),1=96(LC 4) Max Grav 3=118(LC 1),4=145(LC 3),1=260(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-301/168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25fh B=45ft L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,1. 8)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)54 Ib down and 83 Ib up at 2-0-0 on top chord,and 29 Ib down and 38 Ib up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(lb) Vert:5=-29(F)10=-13(F) ®C:ARNING-`.•'wily design parameters and READ NOTES ON TMIS AND f NCLUDED 11,111FEK REFERANCE PAGE hfilL7473 rev.10/0312015 BEFORE USE. � Design valid for use only with MITek®connectors.This design is based only upon parameters shown.and Is for on Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply 712273297 14429TO T22 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:05 2017 Page 1 I D:zBNTrJvSv3nj?4Cm_94hoFyU RcP-nTwKIJ?Tm mlpnBrpKY9ZMrzw4VsOLZ2jnzF7oeySsn4 4-0-0 6-0.0 4-0-0 2-0-0 45= Scale=1:13.7 2 3 4.00,12 9 Lj 1 4 52x4 II 3x6 II 3x4 4-0-0 6-0-0 4-0-0 2-0-0 Plate Offsets MY)— [1:0-1-10,0-6-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.14 5-8 >514 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.24 5-8 >297 180 'BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.09 3 n/a n/a BCDL 10.0 Code FBC2014[TP12007 Matrix-AS Weight:22 lb FT=20% LUMBER- EIRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 3=58/Mechanical,4=179/Mechanical,1=238/0-5-8 Max Harz 1=55(LC 12) Max Uplift 3=42(LC 8),4=-41(1_13 12),1=-54(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Exterior(2)4-0-0 to 5-11-4 zone;C-C for members and forces i£MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,1. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verir design Parameters and RE9O NOTES ON THISAND ILCLUGEG.MEEK REFERANCE PAGE MX7473 rev.faw/2015 BEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not �. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,seeANSMI I Quality Cdterla,DSB-89 and BCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312.Nexandrla.VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty Ply 712273298 14429TO T23 Roof Special Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:06 2017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyURcP-FfTiVf05X3tg0IQ?uGgou2V3ZvFl4pisOd_gL5ySsn3 N-05-6-0 11-5-8 1,1-9-$ 2-0-0 3-6-0 5-11-8 '4-0 3x4= Scale:1/2"=V 3x4 11 4 4.00 12 5x12 N 6x8= V 2 NAILED 8 m 1 N �C r O 7 15 6 5 2x4 11 NAILED 4x5= 5x12= 4x5= 3x8 I 3-1 2-0-0 5-6-0 11-5-811-9- 3-1 1-8-4 3-6-0 5-11-8 -4- Plate Offsets(X,Y)-- (1:0-3-2,Edge),(1:0-0-0,0-1-131,(2:0-5-8,0-2-01,(5:0-5-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.11 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.15 5-6 >880 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-MS Weight:58 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-11-11 oc purlins, BOT CHORD 2x4 SP No.-2 except end verticals. WEBS 2x4 SP No.3`Except' BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. 5-8:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 5=44010-3-8,1=481/0-3-8 Max Harz 1=105(LC 21) Max Uplift 5=-285(LC 8),1=-288(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-776/480,2-3=-1314!791 BOT CHORD 1-7=-517/707,6-7=-517/708,5-6=-861/1328 WEBS 2-6=-365/630,3-5=-1293/840 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60. 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 5=285,1=288. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)45 Ib down and 90 Ib up at 2-0-0 on top chord,and 20 Ib down and 5 Ib up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,5-9=-20 Concentrated Loads(lb) Vert:7=-20(F)15=-6(F) 0 WARNING-Verffy design parameters and READ NOTES ON THIS AND INCLUDED BflrEf:REFERANCE PAGE, -7473 ray.101012016 BEFORE USE Design valid for use only with MITek8 connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regardng the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 712273299 14429TO T24 Roof Special 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:07 2017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyURcP-jrl4i?ljINOXOS?BSzC1 RG2GjJcipOv?FHkEtXySsn2 4-0-0 7-6-0 11-5-81,1-9-or 4-0-0 3-6-0 3-11-8 4-0 3x4— Scale:1/2"=1' 2x4 11 4 6x6 11 6x6= 4.00 12 14 2 13 El7 0o 6 1 -o 6 45= 5 5x12= US= 3x8 11 q 3 12 4-0-0 7-6-0 11-5-8 1,1-9-$ 3.1 3-8-4 3.6-0 3-11-8 -4- Plate Offsets(X,Y)— [1:0-3-2,Edgel,fl:0-0-0,0-1-131,[5:0-5-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.16 5-6 >834 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.17 5-6 >807 180 BCLL 0.0 Rep Stress incr YES WB 0.23 Horz(TL) 0.01 5 rda n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:56 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except' MiTek recommends that Stabilizers and required cross bracing 5-7:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (Ib/size) 5=435/0-3-8,1=460/0-3-8 Max Horz 1=105(LC 12) Max Uplift 5=-284(LC 8),1=-272(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-766/1004,2-3=-697/981 BOT CHORD 1-6=-1014/690,5-6=-777/647 WEBS 3-6=-285/152,3-5=-662/757 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fF Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Extedor(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 4-0-0,Extedor(2)4-0-0 to 7-6-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 5=28411=272. 6)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNdMG-Vero•de-srgn parameters and READ NOTES 0-THIS AND INCLUDED un-EK REFERANCE PAGE M11-7473 rev.10/43/2015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricafiorL storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Typei Oly Ply 712273300 14429TO T25 Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:07 2017 Page 1 ID:zBNTrJvSv3nj?4Cm_94hoFyURcP-jrl4i?ljINOXOS?BSzC1 RG2GIJeZpOU?FHkEtXySsn2 6-0-0 9-6-0 11- -8 1,111 6-0-0 3-6-0 1-1 51-8 4- 3x4= Scale:1/2°=7' 2x4 11 4 6x6 11 W= 2 4.00 F12 14 d. m 13 7 N 1 i .o 6 4x5= 5 7x10= 4x5= 3xB II 1 6-0-0 9-6-0 11-5-8 11-9 3-1 5-8-4 3-6-0 1-11.8 4- Plate Offsets(X,Y)— 11:0-3-2,Edgel,11:0-0-0,0-1-131,15:0-3-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.06 6-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.05 6-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:55 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except` MiTek recommends that Stabilizers and required cross bracing 5-7:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (Ib/size) 5=435/0-3-8,1=460/0-3-8 Max Horz 1=105(LC 12) Max Uplift 5=-295(LC 8),1=-269(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-655/780,2-3=-571/790 BOT CHORD 1-6=-825/576,5-6=-344/275 WEBS 3-5=-441/524,3-6=-587/358 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-0-0,Extedor(2)6-0-0 to 9-6-0 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except 0t=1b) 5=295,1=269. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. WARMING-Verffj design parameters and READ NOTES O:J THIS AND INCLUDED hifTEK REFERANCE PAGE 1,:11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown.and Is for an Individual buflding component not a truss system.Before use,the bullding designer must verify the applicability of design parameters and properly Incorporate this design Info the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply T12273301 14429TO T26 Half Hip 1 1 Job Reference o floral Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:08 2017 Page 1 ID:zBNTrJvSv3nj?4Cm_94hoFyURcP-B2bSwL1L3h8OecaO?hjG_TbRmj_3Ygb9TxTnPzySsn1 5-9-128-0-0 11-5-8 1,1-9-$ 5-9-12 2-2-4 3-5-8 -4- Scale:1/2'=1' 3x6= 3x4 11 3 43A= 4.00 FIT 4x5 2 14 19 m 7 1 LJ Io 6 5 2x4 II 7x10= US= 3x8 11 3-12 5-9-12 11-5-8 11-9- 3-12 .5-6-0 5-7-12 -4- Plate Offsets(X,Y)-- f1:0-3-2,Edge),f1:0-0-0,0-1-131,f3:0-3-0,0-2-8j,f5:0-3-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.05 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress incr YES WB 0.39 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:54 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except` MiTek recommends that Stabilizers and required cross bracing 5-7:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 5=435/0-3-8,1=460/0-3-8 Max Horz 1=1 1 O(LC 12) Max Uplift 5=-302(LC 8),1=-268(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-690/838 BOT CHORD 1-6=-887/615,5-6=-887/615 WEBS 2-6=-322/215,2-5=-611/881 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25fh B=45ft;L=24ft;eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to a-0-0,Exterior(2)8-0-0 to 11-2-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 5--302,1=268. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and REAO.",'OTES ON THIS AND INCLUDED 41rTEK REFERAA`CE PAGE M11-7473 rev.10/03!2015 BEFORE USE Design valid for use only with MITek5 connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not �. a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall MiTek'building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12273302 14429TO T27 Half Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:09 2017 Page 1 I D:zBNTrJvSv3nj?4Cm_94hoFyURcP-gE9r7g2_q_GFFI9aZOEVW h7cS6KGH Hj IiaDKxQySsnO 5-9-12 10-0-0 1111-5-8 1-8 1,19-8 5-9-12 4-2-4 1' 5-8 0-4-0 Scale=1:27.3 3x6= 3x4 11 3 43x4= 4.00 12 4x5 2 m 6 d. 13 ct> 7 1 M t - Lj Io 6 5 2x4 11 7x10= 4x5= 3x8 11 03- 5-9-12 11-5-811-9- 0-3-1 5-6-0 5-7-12 -4- Plate Offsets(X,Y)-- f1:0-3-2,Edge),f1:0-0-0,0-1-131,[3:0-3-0,0-2-81,f5:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.05 5-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.01 5 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:55 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 5-7:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3 REACTIONS. (Ib/size) 5=435/0-3-8,1=460/0-3-8 Max Horz 1=137(LC 12) Max Uplift 5=-293(LC 12),1=-260(LC 12) Max Grav 5=435(LC 1),1=460(LC 21) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-6911760 BOT CHORD 1-6=-845/616,5-6=-845/616 WEBS 2-6=-328/216,2-5=-624/849 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opst;h=25ft;B=45fh L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-0-0,Exterior(2)10-0-0 to 11-2-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 5=29311=260. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verily design parrefara and READ 110TES ON THIS AND O CLUDED hfrEKREFERANCE PAGE M11--7473 ray.10103/2013 BEFORE USE � Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web acrd/or chord members only.Addflonal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and tracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss TypeQty Ply T12273303 14429TO T28 Roof Special 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:10 2017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyU RcP-8Qj DL03cb106tvjm76lk3ugmhW gLOkQSxEquUsySsn? 5-7-9 11-5-8 1,1-9-$ 5-7-9 5-9-15 -4- 3x4= Scale=1:27.3 3x4 11 3 J 4.00 F12 45 13 2 12 1 T 6 I� m 5 4 4x5= 2x4 II 7x10= 3x8 11 Ora-12 5-7-9 11-5 8 1,1-9$ 0-3-1 5-3-13 5-9-15 4- Plate Offsets(X,Y)-- j1:0-3-2,Edge),(1:0-0-0,0-1-131,r4:0-3-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.06 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.07 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except` MiTek recommends that Stabilizers and required cross bracing 4-6:2x6 SP No.2 be installed during truss erection,in accordance with Stabilizer WEDGE Left:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 4=435/0-3-8,1=460/0-3-8 Max Horz 1=153(LC 12) Max Uplift 4=-298(LC 12),1=-254(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-7081735 BOT CHORD 1-5=-840/6341 4-5=-840/634 WEBS 2-5=-327/215,2-4=-646/845 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4fF Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-2-4 zone;cantilever left exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Ot=1b) 4=298,1=254. 5)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Vm ffy daslgn para t s and READ P:OTES ON THIS AND INCLUDED&':r EK REFERANCE PA Off UAP7473 rev.1010312015 BEFORE USE. � Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual Truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street-Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 772273304 14429TO T29 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:11 2017 Page 1 I D:?9jto WxOG1 OEk3Cl?d BMoszBOOu-cc HbYM4ELcWzV3lzhpGzb6D?ew3LIGRb9uiR01ySsn_ 6-4-4 12.8.8 6-4-4 6-4-4 Scale=1:21.7 5x6= 5 4 6 6.00 12 7 3 18 17 8 2 9 1 Li IT N O 16 15 14 13 12 11 10 3x4 i 3x4 12-8-8 12-8-8 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 9 rUa n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:57 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-8-8. (lb)- Max Horz 1=-72(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,9,14,15,16,12,11,10 Max Grav All reactions 250 Ib or less at joint(s)1,9,13,14,15,16,12,11,10 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250.(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25fh B=45ft;L=24ft;eave=2ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Corner(3)0-2-7 to 3-2-7,Exterior(2)3-2-7 to 6-4-4,Corner(3)6-4-4 to 9-4- 4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End,Details as applicable,or consult qualified building designer as per ANSVTPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,9,14,15,16, 12,11,10. 0 IWARNING-Vanft-daslgn pararrratere and READ NOTES ON THIS AI:D INCLUDED MR-EK REFERANCE PAGE IVII-7473 rev.1010312015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273305 14429TO T30 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:12 2017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyU RcP-4przmi5s6veg6Dt9EW nC8J14AKKBUYRkOYR_XkySsmz 18-1-8 5-8-15 i 6-63 B-9-8 10-1-8 11-5-8 12-9-8 14.1-11 15-5-6 16-9-8 17-211 1 19-5.8 i 20-9-8 22-11-0 r 5-8-15 0-9-5' 2-3-5 1-4-0 1-4-0 -4- 0.11-7 1-0-0 1-4-0 2-1-8 Scale=1:42.2 5x6= 6 THIS COMPONENT IS TO BE USED IN CONJUNCTION WITH A RIGID DIAPHRAGM. 57 THIS DIAPHRAGM MUST BE CAPABLE OF TRANSFERRING ROOF LOADS TO THE GROUND 8 36 WITH NEGLIGIBLE LATERAL DEFLECTIONS. 4x5 i 384 9 6.00 F12 2 3 10 11 35 12 37 13 25 1 14 15 Ire 0 24 23 3x4= 3x8 II 3x4 22 21 20 19 18 17 16 6x6= 1s-s6 6-6-3 7-7-12 12-68 to-&6 14-1-8 , 15.3-4 i 16.9-6 18-1-8� 19-5-8 20-9-8 22-11-0 6-6-3 1-1-9 4-10.12 30 1-0-0 1-1-12 24 1-0-0 1-0-0 1-0-0 1-4-0 2-1-8 Plate Offsets(X Y)-- [1:0-0-1,0-0-31,[1:0-0-3,0-5-01,(1:0-3-8 Edgel f25:0-2-0,0-0-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in .(loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.0724-31 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.14 24-31 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.72 Horz(TL) 0.02 1 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:130 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s):26,27 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 10-8-0 except Gt=length)1=0-5-8,23=0-3-8,23=0-3-8,23=0-3-8. (lb)- Max Horz 1=-133(LC 10) Max Uplift All uplift 100 Ib or less at joints)15,21,20,19,18,17,16,14 except 1=-156(LC 12),22=-201(LC 12) Max Grav All reactions 250 Ib or less at joint(s)15,21,20,19,18,17,16,23,23 except 1=570(LC 1),22=254(LC 1),14=255(LC 1),23=426(LC 3),14=255(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-750/247,6-7=-250/248,8-9=-267/201,9-10=264/168,10-11=-272/138, 11-12=-280/108,12-13=-288[/6,13-14=-289/29,3-4=-251/174 BOT CHORD 1-24=-120/635,23-24=-120/635,22-23=-120/635,21-22=-18/258,20-21=-181258, 19-20=-18/258,18-19=-18/258,17-18=-18/258,16-17=-18/258,14-16=-18/258 WEBS 2-3=-537/221,3-27=-465/173,27-28=-466/174,26-28=-493/196,25-26=-447/154, 2-24=0/258,22-25=3881129 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-5-8,Exterior(2)11-5-8 to 14-5-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are 2x4 MT20 unless otherwise indicated. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)15,21,20,19,18, 17,16,14,14 except Gt=1b)1=156,22=201. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARKINC-:"edr ceaijn parameters and READ VCIES ON-rmSAND INCLUDED Ai EKREFERAsNCE PACE IM-747°,eV.10AM SBEFORE USE Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �L�y building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication•storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 1 Job Truss Truss Type City Ply 712273306 14429TO T32 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:13 2017 Page 1 I D:?9jtoWxOG l OEk3C I?dBMoszBOOu-Y?PLz25UtDmgkNSLoE1 RhXI Imkd_D84udCBY3BySsmy 5-8-15 11-5-8 17-2-1 22-11-0 5-8-15 5-8-9 5-8-9 5-8-15 Scale=1:39.5 6x6= 3 6.00 F12 i5 16 2x4\\ 2x4 2 4 14 17 1 5 Io 7 18 19 6 3x8 II 6x6 4x5 3xB II 7-7-12 15-3-4 22-11-0 7-7-12 7-7-7 7-7-12 Plate Offsets(X,Y)-- f1:0-0-1,0-0-31,f1:0-0-3,0-5-01,(1:0-3-8,Edge1,(5:0-0-1,0-0-31,(5:0-0-3,0-5-01,(5:0-3-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.14 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.30 6-7 >927 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/fP12007 Matrix-AS Weight:105 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3,Right:2x4 SP No.3 Installation guide. REACTIONS. (Ib/size) 1=917/0-5-8,5=917/0-5-8 Max Harz 1=-135(LC 10) Max Uplift 1=-241(LC 12),5=-241(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1508/507,2-3=-1342/510,3-4=-1342/510,4-5=-1 508/507 BOT CHORD 1-7=-362/1301,6-7=-173/883,5-6=-362/1288 WEBS 3-6=-1 34/522,4-6=-313/224,3-7=-134/522,2-7=-313/224 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24f;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-5-8,Exterior(2)11-5-8 to 14-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 1=241,5=241. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED r EK REFERANCE PAGE 1,911-7473 ray.10/03120'5 BEFORE USE � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MTe k' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criterla,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty ply T12273307 14429TO T33 Roof Special 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:14 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-08ykAO66eXuXMX1 YMxggDkgSC7wNyP51 ssw5cdySsmx 5-8-15 11-5-814-7-0 20-5-8 22-11-0 5-8-15 5-8-9 3-1-8 5-10-8 2-5-8 Scale=1:42.3 6x6= 3 3x4 11 6.00 12 20 4 4x5 i 2 i9 21 4x6 5 1 6 t0 = 8 I^ 6 7x10 4x10= 12 11 10 7 3x8 11 2x4 11 4x10= 2x4 II 3x4 II 3x8 I 5-8-15 11-5-8 14-7-0 20-5-8 22-11-0 5-8-15 5-8-9 3-1.8 5-10-8 2-5-8 Plate Offsets(X,Y)-- f1:0-3-8,Edge),f1:0-0-3,0-5-01,f1:0-0-1,0-0-31,(5:0-1-4,0-2-01,f6:0-0-3,0-5-01,f6:0-0-1,0-0-31,f6:0-3-8,Edpe1,f8:0-3-12,Edge1,f9:0-3-8,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loo) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.11 8-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.31 8-9 >894 180 BCLL 0.0 Rep Stress[nor YES WB 0.91 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:128 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2`Except* BOT CHORD Rigid ceiling directly applied. 4-10:2x4 SP No.3,5-7:2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer WEDGE Installation guide. Left:2x4 SP No.3,Right:2x4 SP No.3 REACTIONS. (Ib/size) 1=917/0-5-8,6=917/0-5-8 Max Horz 1=135(LC11) Max Uplift 1=-241(LC 12),6=-241(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1519/499,2-3=-1089/422,3-4=-1480/592,4-5=-1 571/509,5-6=-1419/487 BOT CHORD 1-12=-354/1297,11-12=-354/1297,4-9=-303/225,8-9=-829/2548,6-7=-379/1189 WEBS 2-11=-476/223,9-11=-101/860,3-9=299/798,5-9=-1216/521 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l3omph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 11-5-8,Extedor(2)11-5-8 to 14-6-1 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=24116=241. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ` Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT,EK REFERANCE PAGE.?'i-7473 rev.101012015 BEFORE USE. � Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building Individual truss web chord Bracing Indicated prevent buckling ( and/or NoadeHent bracing y iTe k• is alwys requuired for stabiity and to pevvent collapseith possible peronal Injury andproperty damage. Fr general guidance regarding fabrication•storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandra.VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply T12273308 14429TO T34 Common Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:15 2017 Page 1 I D:?9jtoWxOG l OEk3Cl?dBMoszBOOu-UOW 6Ok7kPgOOzgckwfLvmyNVMXGlhuW B4W gfB3ySsmw 3-10-1 7-7-12 11-5-8 15-3-4 19-0-15 22-11-0 3-10-1 3-9-12 3-9-12 3-9-12 3-9-12 3-101 Scale=1:42.9 6x6 11 4 6.00 12 45 45 3' 5 4x5 i 45 2 6 t 7 nil Till 1111 1 1 111 nn "no np 0 nn Io 19 12 20 1t 21 22 10 23 24 9 25 26 8 27 28 8x12THD26 2x4 11 THD26 10x12= THD26 8x10= THD26 7x6= THD26 2x4 I I 8x12 � THD26 THD26 THD26 THD26 THD26 THD26 3-10-1 7-7-12 11-5-8 15-3-4 19.0-15 22-11-0 3-10-1 3-9 12 3-9-12 3-9-12 3-9-12 3-10-1 Plate Offsets(X,Y)-- [1:Edge,0-3-71,f3:0-2-4,0-2-O1,f5:0-2-4,0-2-01,[7:Edge,0-3-71,(9:0-3-0,0-4-41,f10:0-5-0,0-4-41,f11:0-6-0,0-5-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.20 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.47 10-11 >590 180 BCLL 0.0 Rep Stress]nor NO WB 0.83 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FBC2014TrPI2007 Matrix-MS Weight:296 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc purlins. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except` 4-10:2x4 SP No.2 WEDGE Left:2x6 SP No.2,Right:2x6 SP No.2 REACTIONS. (Ib/size) 1=7154/0-5-8,7=7826/0-5-8 Max Harz 1=135(LC 24) Max Uplift 1=-1958(LC 8),7=-2142(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-12699/3486;2-3=-11158/3104,3-4=-8545/2428,4-5=-8545/2428,5-6=-11131/3096, 6-7=-12884/3536 BOT CHORD 1-12=-3058/11268,11-12=-3058/11268,10-11=-2625/9844,9-10=-2649/9937, 8-9=-3104/11439,7-8=-3104/11439 WEBS 4-10=-2049/7354,5-10=3414/994,5-9=-891/3385,6-9=-1744/521,6-8=-411/1551, 3-10=3278/958,3-11=-868/3299,2-11=-1534/464,2-12=-369/1387 NOTES- 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-6-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b) 1=1958,7=2142. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 from the left end to 22-0-12 to connect truss(es)to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard Q WARNING-Verify design paramete,-s and READ NOTES ON THIS AND INCLUDED WITEW REFERANCE PAGE f,X7473 rov.10MI2015 BEFORE USE. � Design valid for use only with MITek6 connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into The overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty Ply 712273308 14429TO T34 Common Girder 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:15 2017 Page 2 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-UOW6Ok7kPg0OzgckwfLvmyNVMXGlhuW B4Wgf83ySsmw LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=125 Uniform Loads(plf) Vert:1-4=-60,4-7=-60,13-16=-20 Concentrated Loads(Ib) Vert:12=-1195(F)19=-1195(F)20=-1195(F)21=-1195(F)22=-1195(F)23=-1195(F)24=-1195(F)25=-1195(F)26=-1195(F)27=-1195(F)28=-1196(F) VARN1NG-Ver ify design Parameters and READ NOTES Oil TFIS AND 1NCLUDED Rf;r EK REFERA::CE PAGE G5:1-7473 rev.1010312015 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for at individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273309 14429TO T35 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:17 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-RmespQB?xRG6D_m614NNrNS1 rL6e9xvUYg9lCyySsmu 15-4-12 30-9-8 15-4-12 15-4-12 Scale=1:51.6 5x6= 6.00 12 12 ' 11 13 4510 1446 9 15 8 16 6x6 i 7 17 6x6 6 18 5 19 4 20 3 21 2 22 1 23 m m �I IN O O 3x4 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4 6x6= 30-9-8 30-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) rl/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) Na n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 23 Na n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-S Weight:217 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 30-9-8. (lb)- Max Horz 1=-I 92(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,35,36,37,38,39,40,41,42,43,44,33,32,31,30,29, 28,27,26,25,24 Max Grav All reactions 250 Ib or less at joint(s)1,34,35,36,37,38,39,40,41,42,43,44,33,32,31, 30,29,28,27,26,25,24,23 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-85/261,10-11=-102/308,11-12=-113/338,12-13=-113/339,13-14=-102/309, 14-15=-85/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45fh L=31ft;eave=2ft Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Comer(3)0-2-7 to 3-4-12,Exterior(2)3-4-12 to 15-4-12,Comer(3) 15-4-12 to 18-5-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIITPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,35,36,37,38, 39,40,41,42,43,44,33,32,31,30,29,28,27,26,25,24. Q WARNING-:redfy ds4gn pararefers and RE40 NOTES ON THIS AND INCLUDED MITEK REFER,4NCE PAGE U11-7473 rev.iOMM015 BEFORE USE. � Design valid for use only with WOO connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulidalwiayys required red for stan. bility anddIs to to prevent cnollapseing with(possible Individual erssonal njury and propermembers da mage^iFyor general guidance cce regporary a�permanent bracing MiT�k• fabrication,storage,delivery,erection and bracing of Trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Btvd. Safety information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273310 14429TO T36 Common 11 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:18 2017 Page 1 I D:?9jtoWxOG 1 OEk3C I?dBMoszBOOu-vzC E019di 1Ozg8LJbnucOa?68119u NYdnUuJlOySsmt 7-8-9 15-4-12 23-0-15 30.9.8 7-8-9 7-8-3 7-8-3 7-8-9 Scale=1:52.6 5x6= 6.00 F12 3 16 17 6x8 6x8 2 4 15 18 1 5 v o �o 8 7 6 4x6 11 2x4 II 7x10= 2x4 I1 46 11 7-8-9 15-4-12 23-0-15 30-9-8 7-8-9 7-8-3 7-8-3 7-8-9 Plate Offsets(X,Y)— (1:0-0-1,0-0-31,(1:0-0-3,0-5-01,(1:0-2-12,0-0-111,(5:0-0-1,0-0-31,(5:0-0-3,0-5-01,(5:0-2-12,0-0-111 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.10 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.31 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.10 5 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-AS Weight:147 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-7,2-7 WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3,Right:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1232/0-5-8,5=1232/0-5-8 Max Harz 1=195(LC11) Max Uplift 1=-323(LC 12),5=-323(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2099/650,2-3=-1477/546,3-4=-1477/546,4-5=-2099/650 BOT CHORD 1-8=-464/1793,7-8=-465/1790,6-7=-465/1790,5-6=-464/1793 WEBS 3-7=-204/788,4-7=-678/294,4-6=0/290,2-7=-678/294,2-8=0/290 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;3=451h L=31ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-15,Interior(1)3-0-15 to 15-4-12,Exterior(2) 15-4-12 to 18-5-11 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=323,5=323. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify des?gn parawata s-and READ:±O7E5 ON THIS AMO INCLUDED arEK REFERANCE PAGE 1.111--7=73 rev.10/032015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandra,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273311 14429TO T37 Common 11 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:19 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-N9mdE5AFT3W gSIvV9VPrwoYDmBdVdg2m?BesHgySsms 7-8-9 15-4-12 23-0-15 30-4-8 7-8-9 7-8-3 7-8-3 7-3-9 Scale=1:52.4 5x6= 6.00 12 3 18 19 6x8 i 6x8 2 4 20 17 4x5 5 1 6 N � Io 9 8 7 4x6 11 2x4 11 7x10= 2x4 II 4x10 11 7-8-9 15-4-12 23-0-15 30-4-8 7-8-9 7-8-3 7-8-3 7-3-9 Plate Offsets(X,Y)-- f1:0-0-1,0-0-31,fl:0-0-3,0-5-O1,f1:0-2-12,0-0-111,[6:0-5-13,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.12 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(TL) -0.36 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.28 Horz(TL) 0.12 6 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:148 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-8,4-8 WEDGE IMiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer SLIDER Right 2x6 SP No.2 1-6-0 Installation guide. REACTIONS. (Ib/size) 1=1215/0-5-8,6=1215/Mechanical Max Harz 1=192(LC 11) Max Uplift 1=-319(LC 12),6=-319(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2064/638,2-3=-1443/536,3-4=-1439/535,4-6=-1963/618 BOT CHORD 1-9=-462/1761,8-9=-464/1759,7-8=-439/1671,6-7=-438/1673 WEBS 2-9=0/289,2-8=-677/293,3-8=-190/745,4-8=-588/265,4-7=0/258 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=30ft;eave=oft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-0-0 to 3-0-7,Interior(1)3-0-7 to 15-4-12,Exterior(2)15-4-12 to 18-5-3 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s)except Qt=1b) 1=319,6=319. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Ver1Ai design parenerers and READ MOTES ON THIS AND INCLUDED t`;rEK REFER;NCE PAGE 6;11-7473 rev!101VNW16 BEFORE USE. � Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must vetify the applicability of design parameters and properly Incorporate this design Into the overall buNding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additlonal temporary and permanent bracing MO TT ek• is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria VA 22314, Tampa,FL 33610 Job Truss Truss Type City Ply 712273312 14429TO T38 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:21 2017 Page 1 ID?9jtoWxOG1OEk3Cl?dBMoszBOOu-JYtNenCV?gmYhb3uGvSJ?DdjryUb5lv3TS7zMjySsmq 15-4-12 30-4-8 r 15-4-12 14-11-12 Scale=1:51.4 5x6= 6.00 12 12 11 13 45 10 14 46 9 15 8 16 6x6 7 17 6x6 6 18 5 19 4 20 3 21 2 22 23 a 1P PI 3x4 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3x4= 6x6= 30-4-8 30-4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(fL) 0.01 23 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:216 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 30-4-8. (lb)-. Max Horz 1=-192(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)1,35,36,37,38,39,40,41,42,43,44,33,32,31,30,29, 28,27,26,25,24 Max Grav All reactions 250 Ib or less at joint(s)1,34,35,36,37,38,39,40,41,42,43,44,33,32,31, 30,29,28,27,26,25,24,23 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 9-10=-85/260,10-11=-102/307,11-12=-113/337,12-13=-113/338,13-14=-102/30g, 14-15=-85/261 NOTES- 1)Unbalanced roof five loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25fh B=45ft;L=30ft;eave=2ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-2-7 to 3-4-12,Exterior(2)3-4-12 to 15-4-12,Comer(3) 15-4-12 to 18-5-3 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 1-4-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.OpSf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide tvb11 fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,35,36,37,38, 39,40,41,42,43,44,33,32,31,30,29,28,27,26,25,24. 0:lARNING-lohs,Myr design pa,ramsters and READ NOTES ON THIS AND PAGE P,11,7=73 rev.10/03.12015 BEFORE USE. Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not �' a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Cdferia,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street Suite 312.Alexandda,VA 22314. Tampa,FL 33810 Job Truss Truss Type Qty Ply 712273313 14429TO T39 Half Hip Girder 2 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:22 2017 Page 1 I D:?9jtoWxOGI0Ek3Cl?dBMoszBOOu-nkRls7C7m_vPJle4gdzYYQAt?MmZgFnDh6sW u9ySsmp 2-0-0 4-0-0 2-0-0 2-0-0 Scale=1:10.8 2 3 4x5= 6.00 12 1 5 4 2x4 11 4x5= 03-like II 2-0-0 4-0-0 0-3-12 1-8-4 2-0-0 Plate Offsets(X,Y)-- f1:0-0-0,0-1-1 51,rl:0-2-9,0-6-31 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.03 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Vert(TL) -0.04 5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.03 Horz(TL) 0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:16 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x6 SP No.2 Installation guide. REACTIONS. (Ib/size) 3=58/Mechanical,4=94/Mechanical,1=179/0-3-8 Max Horz 1=42(LC 25) Max Uplift 3=-42(LC 4),4=-55(LC 8),1=73(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft;L=24fh eave=4ft Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)3,4,1. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)47 Ib down and 104 Ib up at 2-0-0 on top chord,and 16 Ib down and 74 Ib up at 2-2-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 9) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,4-6=-20 Concentrated Loads(lb) Vert:5=-16(F) Q WARNING-VerlAf dsslgn parameters and RE—AD ivoTES ON THIS AND INCLUDED.1I,Er REFERANCE PNCE MIP 7473rev-1=12015 BEFORE USE. � Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall builcring Is always rreguired for stan. bility anddIs to to prevevent nt collapseiwgith iIndividual truss possible personal njury and property damage.b and/or chord rs lFy. Additional temporary and or general guidance rregarding he Hent bracing MiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty PIY 712273314 14429TO T40 Hip Girder 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:23 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-Fw?73TDmXH1 GxvDGOKUn5ei25m4HZiaMwmc4QcySsmo 4-0-0 6-7-810-7-8 4-0-0 2-7-8 4-0-0 Scale=1:19.6 NAILED NAILED 6x6 NAILED 6x6 it 2 17 3 6.00 F12 a r` N 1 4 I6 18 6 19 5 20 NAILED 2x4 II NAILED 2x4 II NAILED 3x8 I I NAILED NAILED 3x8 11 Q-3-12 4-0-0 6-7-8 , _ 10-3-12 10-7-6 3-12 3-8-4 2-7-8 3-8-4 d-3-12 Plate Offsets(X Y)-- f1:0-0-1 0-0-31 f1:0-G-3,0-7-111,[1:0-3-8,Edgel,[4:0-0-1,0-0-31,[4:0-0-3,0-7-111,[4:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.03 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.04 6-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.06 Horz(TL) 0.01 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:44 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-8 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x6 SP No.2,Right:2x6 SP No.2 Installation guide. REACTIONS. (Ib/size) 1=595/0-3-8,4=595/0-3-8 Max Horz 1=47(LC 23) Max Uplift 1=-403(LC 8),4=403(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-744/530,2-3=-628/501,3-4=-744/530 BOT CHORD 1-6=-412/621,5-6'---418/628,4-5=-412/621 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25fh B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;porch left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=403,4=403. 7)"NAILED"indicates 3-1 Od(0.148"x3")or 3-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-3=-60,3-4=-60,7-12=-20 Concentrated Loads(lb) Vert:2=-35(F)3=-35(F)6=-29(F)5=-29(F)17=-35(F)18=-74(F)19=-29(F)20=-74(F) Q WARNING-Vert,-,dcsfgn parameters and READ NOTES ON THES AND INCLUDED F`IEK REFERANCE PAGE 11111-7473 rev.101031ZO15 BEFORE USE. � Design valid for use only with MITekO connectors.This design is based only upon parameters shown.and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273315 14429TO T41 Common 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:24 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?d BMoszBOOu-k7ZW HpEOl b97Y3oTx2?OdrFCg9Sbl8aW 9QLdy2ySsmn 5-3-12 10-7-8 5-3-12 5-3-12 5x6= Scale=1:22.3 2 6.00 12 17 16 18 15 1 3 Io 111 4 111 3x8 I I 2x4 I I 3x8 11 3-1 5-3-12 10-3-12 10-7- 3-1 5-0-0 5-0-0 -3-1 Plate Offsets(X,Y)-- [1:0-0-1,0-0-3[,[1:0-0-3,0-7-11[,[1:0-3-8,Edge),[3:0-0-1,0-0-3),[3:0-0-3,0-7-11),[3:0-3-8,Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.03 4-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) -0.03 4-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.01 3 rt/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x6 SP No.2,Right:2x6 SP No.2 Installation guide. REACTIONS. (Ib/size) 1=425/0-3-8,3--425/0-3-8 Max Horz 1=62(LC 10) Max Uplift 1=-262(LC 12),3=-262(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-485/618,2-3=-485/618 BOT CHORD 1-4=-454/382,3-4=-454/382 WEBS 2-4=312/193 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-3-12,Exterior(2)5-3-12 to 8-3-12 zone;cantilever left and right exposed;porch left and right exposed;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 1=262,3=262. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design parameters and READMOTES ON THIS AP:D INCLUDED MfF rEK REFERAHCE PAGE d;i.-74173 rev.10/03/2016 BEFORE USE. � Design valid for use only with MITek8 connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI i Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information avaltabie from Truss Plate institute.218 N.Lee Street Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply T12273316 14429TO T42 Half Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:25 2017 Page 1 ID:zBNTrJvSv3nj?4Cm_94hoFyURcP-CJ7uU9F02vHzADNfVIW FA3oFSZcel OTfO45BVUySsmm 6-0-0 11-6-4 17-0-8 J 6-0-0 5-6-4 5-6-4 Scale=1:28.7 NAILED NAILED NAILED 7x10= NAILED NAILED 2x4 11 NAILED 4x10= 4.00 FIT 2 11 12 3 13 14 15 16 4 1 17 187 19 20 6 21 22 23 4x5= NAILED NAILED 6x6—_ NAILED NAILED 4x10—_ NAILED NAILED 5 3x8 11 NAILED NAILED 3x5 11 6-0-0 11-6-4 17-0-8 6-0-0 5-6-4 5-6-4 Plate Offsets(X,Y)-- [1:0-3-2,Edge1,(1:0-0-0,0-1-131,f2:0-4-0,0-2-81,[6:0-2-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.11 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -0.24 6-7 >832 180 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:78 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural.wood sheathing directly applied or 2-10-11 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-2-11 oc bracing. WEDGE MiTek recommends that Stabilizers and required cross bracing Left:2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 5=1354/0-5-8,1=1228/0-5-8 Max Horz 1=82(LC 21) Max Uplift 5=-370(LC 5),1=-320(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2531/652,2-3=-2326/636,3-4=-2326/636,4-5=-1218/411 BOT CHORD 1-7=-643/2356,6-7=-640/2378 WEBS 2-7=0/430,3-6=-672/400,4-6=-667/2434 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25th B=45ft;L=24ft;eave=4ft Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 5=37011=320. 6)"NAILED"indicates 3-10d(0.148"x3")or 3-12d(0.148"x3.25')toe-nails per NDS guidlines. 7) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-60,2-4=-60,5-8=-20 Concentrated Loads(lb) Vert:2=-99(B)7=-58(B)11=-99(B)12=-99(B)13=-99(B)15=-99(B)16=-104(B)17=-1 19(B)18=-159(B)19=-58(B)20=-58(B) 21=-58(B)22=-58(B)23=-60(B) Q WARMING-Verify design parameters and READ NOTES ON THIS AND INCLUDED Ft[YEV REFERANCE PAGE f.;'i1-7473 rev.IO MOM BEFORE USE. � Design valid for use only wlth MITekO connectors.fits design Is based only upon parameters shown,and Is form individual building component,not a Truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312 Atexandda VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply 712273317 14429TO Vol Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:26 2017 Page 1 ID:z8NTrJvSv3nj?4Cm_94hoFyURcP-gVhGiUFepCPgoNyr3T1 UiGKW?z9em2_ockgklwySsml 9-7-4 9-7-4 Scale=1:20.1 2x4 11 3 4.00 12 2x4 II 2 7 6 1 C a 6 5 4 2x4% 2x4 II 2x4 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(fL) O.OD 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight:34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=150/9-6-8,4=11019-6-8,5=42119-6-8 Max Horz 1=117(LC 12) Max Uplift 1=-9(LC 12),4=-35(LC 12),5=-134(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=-308/264 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45fh L=24fh eave=4ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-11-5 to 3-11-5,Interior(1)3-11-5 to 9-5-8 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1.,4 except Qt=lb) 5=134. A WARNING-Verify design paremafars and READ NOTES ON TFTS AND INCLUDED E fffEK REFERANCE PAGE&19-74,73 rev.10ia312015 BEFORE USE. Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse Wih possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12273318 14429TC6 V02 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:27 2017 Page 1 I D:z8NTrJvSv3nj?4Cm_94hoFyU RcP-8hFevgGGaW XhP W X1 dAYj FUtd2N RdVW SyrOaHZNySsmk 6-7-4 6-7-4 Scale=1:14.8 2x4 11 2 4.00 F12 5 4 1 V 0 6 3 2x4 2x4 11 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight:21 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=221/6-6-8,3=221/6-6-8 Max Horz 1=76(LC 12) Max Uplift 1=-45(LC 12),3=-71(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24fh eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-11-5 to 3-11-5,Interior(1)3-11-5 to 6-5-8 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. ®(YARNING-Verhy design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M1.1-7473 rev.101031J22015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building rays rreguired for stn. abilityyanddIs to top event collapsevent iwitof Individual truss web ith possible personal injury andrchord property damage.snF r general guidance regarding he Additional temporary and permanent bracing MiTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute,218 N.Lee Street,Suite 312,Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply 712273319 14429TO V03 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:27 2017 Page 1 ID:zBNTrJvSv3nj?4Cm_94hoFyURcP-8hFevgGGaWXhPWX1 dAYjFUtk9NW YVWSyrOaHZNySsmk 3.7-4 3-7-4 Scale=1:8.7 2 4.00 FIT '2x4 I I 1 v a 0 3 2x4 5-� 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:10 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=101/3-6-8,3=101/3-6-8 Max Horz 1=35(LC 12) Max Uplift 1=-21(LC 12),3=32(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft B=45ft;L=24ft eave=4fh Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 0 11.1-4 :'G-Verify design parnmeters and READ NOTES ON THIS AND INCLUDED 51MEf.REFERANCE PAGE P.BP7473 rev.10/03!2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an Individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall n building design. Bracing Indicated Is to prevent buckling of individual truss web aril/or chord members only.Addilional temporary and permanent bracing MiTek' is always required for slability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricalion,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute,218 N.Lee Street.Suite 312 Alexandria.VA 22314. Tampa,FL 33610 i Job Truss Truss Type Qty Ply 712273320 14429TO VO4 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:28 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-cupO6AHuLgfY1 g6EAu4yohQtXnrLEyd542Jr5pySsmj 9-2-0 18-4-0 9-2-0 9-2-0 5x6= Scale:3/8'=1' 3 6.00 12 2x4 11 i0 ii 2x4 11 2 4 9 12 5 1 aj711 .9.q b 6 0 3x4 8 7 6 3x4 2x4 11 6x6= 2x4 11 0- -8 18-4-0 0- -8 18-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:68 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabiljzers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 18-3-0. Max Horz 1=100(LC 11) Max Uplift All uplift 100 Ib or less at joints)1,5 except 8=-163(LC 12),6=163(LC 12) Max Grav All reactions 250 Ib or less atjoint(s)1,5,7 except 8=414(LC 21),6=414(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-8=-306/232,4-6=-306/232 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 9-2-0,Exterior(2)9-2-0 to 12-2-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5 except Qt=lb) 8=163,6=163. WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED:fit Er.REFERANCE PAGE M-7473 rev.t 0,WJ2 16 BEFORE USE. Design valid for use only with MRekO connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabricatlom storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandilm VA 22314. Tempa,FL 33610 Job Truss Truss Type Qty Ply T12273321 14429TO V05 Valley 1 1 Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:29 2017 Page 1 ID:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-44MOKW I W67nPfggQkbbBKvy3mACGzQOFli3OeFySsmi 7-2-0 14-4-0 7.2-0 7-2-0 5x6= Scale=1:24.7 3 6.00 F12 10 11 2x4 II 9 12 2x4 II 2 4 5 91i fLJa O •O O O 8 7 6 3x4 2x4 II 2x4 I I 2x4 I I 3x4-Z: 0-Q-8 14-4-0 14-3-8 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n1a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(fL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD •2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 14-3-0. (lb)- Max Harz 1=-77(LC 10) Max Uplift All uplift 100 Ib or less at joints)1,5,7 except 8=-125(LC 12),6=-125(LC 12) Max Grav All reactions 250 Ib or less at joint(s)1,5 except 7=283(LC 1),8=314(LC 21),6=314(LC 22) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.Opsf;h=25ft;B=45fh L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 7-2-0,Exterior(2)7-2-0 to 10-2-0 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,5,7 except Qt=1b)8=125,6=125. Q EARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MWEr REFERANCE PAGE MIF7473 rev.1=12015 BEFORE USE Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of IndWual truss web and/or chord members only.Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse wilh possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSi/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BNd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandda.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12273322 14429TO V06 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:30 2017 Page 1 I D:?9jtoWxOG1 OEk3Cl?dBMoszBOOu-YGwnXsJ9tRvGG_Fc116Qt6VCgaV9isLOXMoxAiySsmh 5-2-0 10-4-0 5-2-0 5-2-0 4x5 11 Scale=1:18.4 2 6.00 12 7 6 8 5 3 1 a V o =o 0 d 4 2x4 2x4 11 2x4 -Q-8 10-4-0 009- 10-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-S Weight:33 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=165/10-3-0,3=165/10-3-0,4=395/10-3-0 Max Horz 1=-53(LC 10) Max Uplift 1=-55(LC 12),3=-55(LC 12),4=-80(LC 12) Max Grav 1=167(LC 21),3=167(LC 22),4=395(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-4-262/187 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-7-9 to 3-7-9,Interior(1)3-7-9 to 5-2-0,Exterior(2)5-2-0 to 8-2-0 zone;C-C for members and forces 8r MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s)1,3,4. 0 I ARNING-Verify design parameters and READ F107E5 ON 7H.5 AND INCLUDED mrEK REFERANCE PAGE A117-74179 rev.WM120:3 BEFORE USE. � Design valid for use only with MITekO connectors.This design is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12273323 14429TO V07 Valley 1 1 [Job Reference o tional Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:30 2017 Page 1 ID:?9jtoWxOG 1 OEk3Cl?dBMoszBOOu-YGwnXsJ9tRvGG_Fcl l6Qt6VF4aXKisbOXMoxAiySsmh 3-2-0 6-4.0 3-2-0 3-2-0 Scale=1:12.5 4x5 11 2 6.00 F12 3 F11 v Qp C) a 4 2x4 i 2x4 II 2x4 0-� 6-4-0 0- -8 6-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=103/6-3-0,3=103/6-3-0,4=200/6-3-0 Max Horz 1=30(LC 11) Max Uplift 1=-39(LC 12),3=-39(LC 12),4=-29(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3,4. 0 1VARN1;/G-Verily design parameters and RE4D NOTES ON TN1S AND INCLUDEC•.111 EK REFERANCE PAGE 8f1/-7."73 rev.1010312015 BEFORE USE Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall bdiding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stabiltty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI I Quality Criteria,DSE-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply T12273324 14429TO V08 Valley 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:312017 Page 1 ID:?9jtoWx0G10Ek3Cl?dBMoszBOOu-OTU91CJne117u8gpsOdfPK20U_s1 RJcXmOYViBySsmg 4-8-4 9-4-8 4-8-4 4-8-4 Scale=1:17.4 4x5 11 2 6.00 F12 7 6 8 5 3 1 v V d .o 6 0 4 2x4 i 2x4 I 2x4 0-Q-8 9-4-8 0-ff-8 9-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Weight:30 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=148/9-3-8,3=148/9-3-8,4=353/9-3-8 Max Horz 1=48(LC 10) Max Uplift 1_50(LC 12),3=-50(LC 12),4=-71(LC 12) Max Grav 1=150(LC 21),3=150(LC 22),4=353(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=S.Opsf;BCDL=S.Opsf;h=25ft;B=45ft L=24ft;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-7=9 to 3-7-9,Interior(1)3-7-9 to 4-8-4,Exterior(2)4-8-4 to 7-8-4 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at Joint(s)1,3,4. ®{YARNING-Verify design parmawrs and READ NOTES ON TN1S At.°D fNCLUDED t frEK REFERAtICE PAGE.ftf-7473 rev.10.03/2015 BEFORE USE. Design valid for use oNy with MITek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPI l Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Easf Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312 Nexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type ` Qty Ply yReference o tional 712273325 1442970 V09 Valley 1 1 Job Building Component Supply, Jacksonville,FL-32256, 8.130 s Sep 15 2017 MiTek Industries,Inc. Mon Oct 16 10:31:32 2017 Page 1 I D:?9jtoWxOG 1 OEk3C I?dBMoszBOOu-Vf2XyYKPP29_W I P?PjBuyXabwOBVAmhh?gH2EaySsmf 2-8-4 5-4-8 2-8-4 2-8-4 3x6= Scale=1:11.2 2 6.00 F12 3 1 Y d a =o 0 0 2x4 i 2x4 0- 8 5-4-8 0- -8 5-4-0 Plate Offsets(X,Y)-- f2:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n1a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight:15 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-8 oc purlins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=165/5-3-8,3=165/5-3-8 Max Horz 1=-24(LC 10) Max Uplift 1.43(LC 12),3=43(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=25ft;B--45ft;L=24f;eave=4ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. 0 EARNING-6 e,,i:;dasfya pararreters and READ NOTES ON THIS AND INCLUDED MITEK REF ERAA'CE PAGE Ai6-7473 rev.18VW2015 BEFORE USE Design valid for use only with MITek6 connectors.This design Is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall buildng design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System ® General Safety Nates PLATE LOCATION AND ORIENTATION 14_ 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated, (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths, Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI, C1-2 c2a 2. Truss bracing must be designed by an engineer.For 4 wide truss spacing,individual lateral braces themselves p WEBS q?� may require bracing,or alternative Tor I „ p bracing should be considered. 2 c b 0 3. Never exceed the design loading shown and never n0 y�° U stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 X 2 orientation, locate O o c7$ 06-7csa designer,erection supervisor,property owner and plates 0-'iib"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates, THE LEFT. 7, Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MTiek 20/20 NUMBERS/LETTERS. software or upon request. 8, Unless otherwise noted,moisture content lumber shall not exceed 1990 at time of fabrication. t r PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown, 13.Top chords must be sheathed or purlins provided at output, Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ft,spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior <�no (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless Indicated otherwise. Min size shown is for crushing only. ,K 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, '�/ , 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, M (DC7 ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood,Trusses, MITek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015