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1590 Maritime Oak Dr new home permit CITY OF ATLANTIC BEACH m j 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SINGLE FAMILY DWELLING NEW MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 17-SFR-3375 ]ob Type: SINGLE FAMILY RESIDENCE Description: new single-family home Estimated Value: $384,195.00 Issue Date: 4/3/2017 Expiration Date: 9/30/2017 PROPERTY ADDRESS: Address: 1590 MARITIME OAK DR RE Number: None PROPERTY OWNER: Name: TOLL FL VI LIMITED PARTNERSHIP Address: GENERAL CONTRACTOR INFORMATION: Name: TOLL BROS.,INC Steven Russell Merten, CGC 1510225 Address: 250 GIBRALTAR RD STEVEN R MERTEN Phone: - - PERMIT INFORMATION: FEES: ENG REV RESIDENTIAL BLD $100.00 UTIL REV RESIDENTIAL BLDG $50.00 STATE DCA SURCHARGE $19.99 SEWER SDC-SYSTEM DEV $4,050.00 CHG STATE DBPR SURCHARGE $19.99 WATER CONNECT/TAP & $370.00 METER w9T5 901%90M11CTRA NCEWX LL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 r INSPECTION PHONE LINE 247-5814 WATER SDC-SYSTEM DEV $1,140.00 CHG BUILDING PERMIT FEE $1,332.59 PLAN CHECK FEES $666.29 Total Payments: $7,798.86 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDNG CODES. rifa,y , City of Atlantic Beach APPLICATION NUMBER rjrn Building Department (To be assigned by the Building Department) n 800tic Beale Road 14-SF(z-339'.S Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: buildingdept@wab.us Date routed: _ 0dlag� l4 City web-site: http://vvw.coab.us APPLICATION REVIEW AND TRACKING FORM Lok #t 1-3 } Property Address: 15 9 D KALE {i rA L Oq k Of- &= 7 nt review required No Applicant: 1l Bros., 7,Ar _. _ 1516inning &tonin Tree Administrator Project: ublc Works ti ub is i i ies Public Safety Fire Services Review fee_$ Dept Signature Other Agency Review or Permit Required Reviewor Receipt Date Of Permit Verified B 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. (Circle one.) Comments: BUILDING PLANNING &ZONING ReviE wed by: Date: 3 2317 TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: ReviE wed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD OFFICE COPY ATLANTIC BEACH,FL 32233 (904)247-5800 �Jltlq`� BUILDING DEPARTMENT REVIEW COMMENTS Date: 3/16/17 Permit#: 17-SFR-3375 Site Address: 160 Cape May Ave.,City Site Address: 1590 Maritime Oak Dr. Ponte Vedra Review: 1 Phone: 217-0739 RE#: Email: aroers tollbrothers.com Homeowner: same Applicant: Toll Bros.,Inc. Correction Comments: These comments are from 1 of 4Departments that are r,pv ewin . 1. The tankless gas water heater's location on the exterior of home is located in a non compliant according to installation instructions. It is required to be 4 feet away from operable windows. The architectural first floor plans, page A2.82, shows it between 2 windows. The measurement from center of window to center of window is 7 ft. 4 inches. Re-submit the above to p e with the new location of the water heaters. 2 copies. 7 Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904( 247-5844 Pax(904( 247-5845 Elra/lPol PVffW COMIrW4Y 3�1v/ MYI/�, 1 City of Atlantic Beach APPLICATION NUMBER j' 94 Building Department (To be assigned bythe Building Department.) 1 800 Seminole Road �g Atlantic Beach, Florida 32233-5445 Phone(004)247-5826 Fax(904)247-5845 E-mail: buildingdept@coab.us Data routed: Oa laglt} City web-site: http://w .Coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1510 MQ(; -4i Mt Dq k OC. Department review re uired Yes No Applicant: 101_ B(7S.� F , tannin &Zonin I� Tree Administrator Project: r0V SirV�1G�t-0.,M� ly kaM.t Pub lc Works u Ic Il les Public Safety Fire Services 9ev1ewfee.$ Dept Signature dt&r Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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 FPLANNING&ZONINIG ent First Review: qA Approved. ❑Denied. Comments: G Reviewed by: —7!�w� ///C�— Date: lSecond Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 0514!09 City of Atlantic Beach - APPLICATION NUMBER :Y Building Department g "" -- - (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 322335445 AR 0 2 201:' Phone(904)247-5826 - Fax(904)247-445 E-mail: building-dept@wab.us BY; Date routed: Oa12�8'( 14 City web-site: http://w .coab.us APPLICATION REVIEW AND TRACKING FORM LD+ # 131 Property Address: IS9Q MCLf; -Vi in 0 k Q(. De artment review re uired Yes No Applicant: _T_OI_ g(757 ic _ _ _ tannin &Zonin ^ Tree Administrator Project: rY)J Siwtt-j-xP Ir IlOm.l Pub lc Works u IC Ille Public Safety Fire Services eviewfee $ DeptiSignature_ ��✓� "t er Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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 Bevemges and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING e yZ� _ Reviewed by: � wi— Date: 4TRDMIN. Second Review: ❑Approved as revised. ❑Denied. WORKS Comments: TILITIES Z - /7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Review d by: Date: I I Revised 05/14/09 �s �a C ITY OF ATLANTIC BEACH PUBLIC UTILITIES 1200 Sandpiper Lane �t Ul;l�r ATLANTIC BEACH,FL 32233 (904)270.2535 or(904)247-5874 NEW WATER/SEWER TAP REQUEST Date: 3-2-/7 Project Address: /590 44mA ;h �, r 94yL (�i, - No. of Units: Commercial Residential vl� Multi-Famtly 3� New Water Tap(s)&Meter(/s) Meter Size(s)� New Irrigation Meter ✓ Upgrade Existing Meter from to /y(size) New Reclaim /Water Meter ✓ Size 3IT New Connection to City Sewer V ! Name: Applicant Address: City: State: Zip Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# 17—S E0- ,3.37,5 Water System Development Charge $ / 14i) , • a Sewer System Development Charge $ 05U. tfo Water Meter Only S 1ao tp Reclaim Meter Only $ I sr. csa Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ / Other $ TOTAL $44 1O 6d APPROVED: Ka le Moore PE (Deputy PWDireaor orAvth rzedSignature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CANBEASSESSED eft City of Atlantic Beach APPLICATION NUMBER Building Department 800 Seminole Road �, T^� Qo be assigned by the Building Department.) a.., ) rT„ _ Atlantic Beach, Florida 32233- Phone(904)247-5826 Fax(9 2 I "W� E-mail: butdingttp://c.co �� Date routed: Oel I�.4"�14 City web-site: http://www.coab. y�-_ APPLICATION REVIEW AND TRACKING FORM L,D-F #131 Property Address: 1 S9 O Mor Ai mi Oq k Of. pm nt review re uired Yes No Applicant: TOlII g(7S" Zonin t� istratorProject: 8hJ s i EMIL—Ax(n, � kttm{ ksiestys f2eview fee $ Dept Signature 6t&r Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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 4 FPLANNING ent First Review: Lv�Approved. ❑Denied. Comments: Joe *4fz� *6& NG Reviewed by: Dater Second Review: ❑Approved as revised. ❑D ied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Review@d by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Review d by: Date: Revised 05/14/09 it b b r R.O.W. Permit Attachment of for R.O.W. Permit# issued 2017 Atlantic Beach,FL 32233 Owner's Name: Toll FL VI, LP Prop rry Address: 1590 Maritime Oak Drive Atlantic Beach, FL 32233 Subdivision: Atlantic Beach Country Club Lot#/ Block#: 137 R.E. #: 169505-1980 REVOCABLE ENCROACHMENT PERMIT THIS REVOCABLE ENCROACHMENT PERMIT, issued on this day of ,20 , by 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 VI. LP 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 of the City of Atlantic Beach for the purpose as described in the City of Atlantic Beach Right-of-Way/Easement permit numbers noted above(copies attached). 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 the USER, said notice to USER shall be given by certified mail,return receipt requested,to the following address: 160 Cape May Ave. Ponte Vedra, FL 32081. The depositing of said notice of cancellation in the United States mail shall constitute the notice of cancellation and the burden is upon USER to keep the CITY informed of USER's proper address. The USER shall promptly make any and all necessary repairs to any facility erected or maintained in the exercise of the privilege herein granted and shall at all times maintain said facility in good and safe condition. 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." Page 1 of 2 The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach, lublic Works Department, for said change. The USER shall, at the discretion of the CITY, be requested to submit as-built drawings showing the change within thirty(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 rights-of-way and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. DATED and SIG this 23 day of February ,2017. By: Ste a Me en, Division Sr. Vice President,Toll FL VI, LP. (t be signed in presence of the Notary) STATE OF FLORIDA COUNTY OF DUVAL On this 23rd day of February , 2017, personally appeared before me, a Notary Public in and for said County and State, Duval Florida the property owner of 1590 Maritime Oak Drive Atlantic Beach, Florida, known to me to be the person(s) described in and who executed the foregoing instrument; who acknowledged to me that he or she executed the same freely and voluntarily and for the use and therein mentioned. ;R"'�'++ ASNLEYANNROGERS 411PMY COMMISSION M 0GO19763 Notary Public in for sa'd County and State E%PIRES Npmt OY.2020 CITY OF ATLANTIC BEACH, FLORIDA, a municipal corporation: Approved: ib rc orks Airector Tx_alaykT4C-abovIt{I P E. For Permits where city sidewalk is impacted, City Manager approval required: Nelson Van Liere,City Manager Page 2 of 2 BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office(904)247-5826 Fm (904)247-5845 Job Address: 1590 Maritime Oak Drive: Atlantic Beach, FL 32233 Permit Number. 14'SFQ— 3 3fis Legal Description Lot 137 Atlantic Beach Country Club Unit 2 67-132-08-2S-29E Parcel Floor Area of Sqq.Ft. Sq.Ft Valuation of Work$ 3 Proposed Work heated/cooled 3299 non-heated/cooled 1 045 = q 4H4 �4- t �Ib�IT Class of Work(circle one): New Addition Alteration Repair Move Demolition poollspa window/l� Use of existing/proposed structure(s)(circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed?(Circle one): N/A Florida Product Approval# See attached For multiple products use pro uct approval form Describe in detail the type of work to be performed:New Residential Construction 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 or Fax#(Optional)arogers@tollbrothers.com Contractor Information: CONTRACTOR EMAIL ADDRESS: aroeeim(&,tollbrothers.com Company Name:To11 Bros.,Inc Qualifying Agent: Steven R. Merten Address: 160 Cape May Avenue City Ponte Vedra State FL Zip 32081 Office Phone 904 217-0739 Job Site/Contact Number 904 386-6472 Fax# State Certification/Registration#CGC 1510225 Architect Name&Phone#TD11 Y 1 pl m ( -I Engineer's Name&Phone#1Wkhctn A 19.10a" I ly�/1\A 4 Fee Simple Title Holder Name and 0J Adi ress-bll 1=L. \11 L-P Bonding Comp�y Name and Address V4 Mortgage Lend gr me and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 cert that no work or installation has commenced prior to the issuance of operant and that all work will be performed to meet the standards of all laws regu/aunt'construction in/his jurisdiction. This permit becomes null and vod tfwork is not commencedwithin six(6)months,or ifconstruction or work is surrender or abandonedfor a pe iod ofsix//6)months at anytime ager work is commenced. 1 understand that separate permits must be secured for Electrical Work, Plumbing,Signs, Wells, Pooh, Furnaces, Botlers, Beaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereby certify that 1 have read and examined this ap !kation and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with wheth spec�d herein or not. The granting of operand does not presume to give authority to violate or camel the provtmans of any other federal,stole.or( aw regulating construction or the per/ormance ojcomtruclion. Signature of Owner Signature of Contractor Print Name Steve erten ivision Sc Vice President Print Name Steven erten.Division Sr.Vice President Before me Before me his 23 Da of Februa 2017 this 23 Da of Februa 2017 Notary PuhbaA Notary tic Revised 01.26.10 +" . ASHLEY ANN ROGERS �. MV COMMISSION 0GG019753ASHLEY ANN ROGERS EXPIRES August 00.2020 '- MV COMMISSION pGGO1arS3 EXPIRES August W.2020 OFFICE COPY DO NOT WRITE BELO - OFFICE USE ONLY Applicable es: Review Result (circle one): Approved Disapprov-ed Approved w/ Conditions I ' Review initials/Date: ht 3Ji i Development Size Habitable Space 3299 Non-Habitable 0 SP Impervious area _ Miscellaneous Information Occupancy Group e2- 3 Type of Construction V Q Number of Stories 2- Zoning Zoning District �- Wax. Occupancy Load Fire Sprinklers Required_ ?food Zone X ;onditions/Comments: C O �n n. 's y m a d A 3 w E F •� m � v o � � o � e ° EaS. W ro p ry O = � y a L] a z 10 20 0 0 z z = 9 r oN A O P P T v '17 b W r rn ° n m o V $ q u A W N O Q e o n r o f �< o 0 5 3 � 0 0 C D =, ° c = o. a e = ^ '� c � w w Irl >• v o � o o � � zz w = o n 8 L7 o a o » H m m = y O LI OG .y n c c 6, G 5 5 ^ o o w ,� > o a e = mn - � 4 w ^ z z z zzz + zzz z m a a a aaa 0 Tm c A Tri ro r r r r r N r r W N r 0 ^ m x ( 2 / \ . 1 , � ; = ; � ; Er ( } ! ! ! ! ! § - { H § ) a / ( | f ® ® ® © ® ` # /\ ( , \ \ \ \ ({ ( § E Er 0 , } \ \ \ ( \ � E ! o \ ( 0 \ ƒ | ME \ � \ ( . >• o w � � 5 � c o n .. a o ag 06 A O O M 3 0 f 3 � m 0 0 w N � 'o v' !! o o '^ a c 'o m N R A Q 3 0 0 n �r 0 �i » /�7 CB n m 0 0 M OFFICE COPY ' FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional egulation - Residential Performance Method Project Name: Sen Tropez 3299 RightE Builder Name: Tell Brothere,inc. Street: Lot 137 Atlantic Beach Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner. Toll Brothers,Inc. Jurisdiction: 261300 Design Location: FL,Jacksonville County:: Duval(Ronda Climate Zone 2) 1. New conslrocllon or existing New(From Plans) 9. Wall Types(3712.0 sgfi.) Insulation Area a.Frame-Wood, Exterior R=19.0 3417.00 IP 2. Single family or multiple family Single-family b.Frame-Wood.Adjacent R=13.0 295.00 IF 3. Number of units.N multiple family 1 cN/A R- fit d.N/A R= ft' 4. Number of Sediments 10.Ceiling Types (2086.0 si Insulation Area 5. Is this a worst case? No - a.Under Able(Vented) R=38.0 1632.00 IF 6. Conditioned floor area some grade(it) 3299 b.Under Altic(Vented) R=19.0 454.008 c.N/A R= fe Conditioned floor area below grade(if) 0 11 Ducts R 8 7. Wndows(427.0'sgft,) Description Area a.Sup:Aldo,Rat:Attic,AH:2nd Floor 6 375.2 a. U-Factor. Dbl,U=0.33 427.00 R' b.Sup: Attie,Ret:Attie,AH:2nd Floor 6 137.6 SHGC: SHGC=0.30 12.Cooling systems kBtulhr Efficiencyb. til-Factor WA ft a.Central Unit 36.0 SEER:14.00 SHGC: b.Central Unit 18.0 SEER:14.00 c. U-Factor. N/A ft' SHGC: 13.Hearing systems kBtWhr EBldency d. U-Factor. WA 8 a.Electric Heat Pump 38.0 HSPF:8.20 SHGC: b,Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.162 ft 14.Hot water systems Area Weighted Average SHGC: 0.300 a.Natural Gas Tankless Cap:1 gallons 8. Floor Types (3299.0 sgft.) Insulation Area EF:0.800 a.Slab-O,Grade Edge lneulaticn R=0.0 2086.008 b. Conservation features b.Floor Over Other Space R=0.0 823.008 None c.other(see details) R= 390.00 ft- 15.Credits petal Total Proposed Modified Loads: 73.55 PASS Glass/Floor Area: 0.129 Total Baseline Loads: 81.65 iHn sr hereby certify that the plans and specifications covered by Review of the plans and DC 'iTb. this calculation are in compliance with the Florida Energy specifications covered by this J` �' e.s, OA Code. calculation Indicates compliance .,€y�<',e',,, ,r x srn�� with the Florida Energy Cade. Q rrrro�•r""- ;�• ," a PREPARED BY: �( (f� Before construction Is completed DATE: - Ott 17 this building will be inspected for 0 compliance with Section 553.908 " Statutes.. OA 1 hereby certify that this building,as designed,is In compliance Florida �CGb WGTr � with the Florida Energy Code. OWNER/AGENT: 4Je ''I `IiQ � BUILDING OFFICIAL: DATE: � DATE - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factoryisealed In accordance with R403.2.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. r- 1/18120171:24 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page l of 5 FbRM R405-2014 PROJECT Title: San Tropez 3299 Right Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3299 Lot# Omer. Toll Brothers,Inc Total Stories: 2 BlockBubDNlsion: #of Unite: 1 Wore)Case: No PlatBook: Builder Name: Toll Brother.,Inc. Rotate Angle: 0 Street: Lot 137 Atlantic Beach Permit Ofgce: Mantic Beach Cross Ventilation: No County: Duval Jurisdiction: 261300 Whole House Fan: No City,State,Zip: Atlantic Beach. Family Type: Single-family FL, 32233 New/Exlaling: New(From Pian.) Comment: CLIMATE ECC Design Temp Int Design Temp Heating Design Dairy Temp V/ Design Location TMY Site Zone 97.5% 2.5% Writer Summer Degree Days Moisture Range FL,Jarlcsonvllle FI�JACKSONVILLE INi 2 32 93 70 75 1281 49 Medium BLOCKS iNumber Name Area Volume -- 1 Blockl 2086 20860 2 Blockl 1213 10917 SPACES Number Name Area Volume Kilchan Occupants Bedrooms InflI ID Finished Cooled Heated 1 Main 2086 20860 Yes 2 1 1 Yes Ye. Yes 2 2nd Floor 1213 10917 No 3 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Cam.t 1SIab9n-Grade Edge Mental]. Main 290 it 0 2086 fF -- 0 0 1 2 Floor over Garage 2ntl Floor — .--- 390 fl' 19 0 0 1 �- 3 Floor Over Other Sp... 2nd Floor --- ---- 823 ft 0 0 0 1 ROOF Root Gable Roof Solar SA Emkt Emitt Deck Pitch # Type Materiels Area Area Color •Absor. Tested Tests Insul. (deg) 1 HIP Composition shingles 2682ft Oft' Medium 0.6 N 0.9 No 0 22.6 ATTIC I I V # TYPO Ventilation Vent Ratio(i in) Area RBS IRCC 1 Full Otto Vented 300 2476 W N N I I � Pa8e2o15 1/1812017 1:24 PM EnergyGauge'A USA-FuRes2014 Section R405.4.1 Compliant Software I f FR4405-2014N R-Value Ins Type Area Framing Frac Truss Typer Add.(Vented) 2nd Floor 38 Blown 1049ft 0.11 Woodr Attic(Vended) Main 38 Blown 583 ft' 0.11 Wood 3 Under Ad.(Vented) 2nd Floor 19 Blown 164 IF 0.11 Wood 4 Under Atdc(Varied) Main 19 Hlown 2908 0.11 Wood I WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Balm �lA1kM--To-Wall�.yp Space a Vaius-ELln-F' Area�d/alue-Erzctlo"bsdt_.GradaY / 1 E Exterior Frame-Woad 2nd Floor 19 35 4 9 0 318.0 ft' 0 0.23 OB 0 �2 E Exterior Frame-Wood Main 19 25 6 10 0 255.0 ft' 0 0.23 0.6 0 �3 N Extorter Frame-Wood 2rd Floor 19 52 0 9 0 468.0 f1' 0 0.23 0.6 0 I 4 . N Exterior Frame-Wootl Main 19 52 0 10 0 520.01 0 0.23 0.6 0 5 W Exlerlor Frame-Wood 2nd Floor 19 35 4 9 0 318.0 IF 0 0.23 0.6 0 �6 W Drterlor Frame-Wood Main 19 55 0 10 0 550.0 fl' 0 0123 0.6 0 7 S Exude, Frame-Wootl 2nd Floor 19 52 0 9 0 468.0 IF 0 0.23 0.6 0 V8 S Exterior Frame-Wootl Main 19 52 0 10 0 520.0 ft' 0 0.23 0.6 0 y9 E Garage Frame-Wood Main 13 29 6 10 0 295.0 ft- 0 0.23 0.01 0 DOORS # Ont Door Type Spare Storms U-Value FO�h In FtIn Area 1 E Insulated Mein None .4 3 a 24 IF 2 E Wood Main None .4 2 8 B 21.36 WINDOWS Orientation shown b the entered.Proposed orientation. / Well Overhang V # Clod ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Vinyl Low-E Double Yes 0.33 0.3 75.Oft' 1114h 1ft01n Drapeslbllnds Interior 2 E 2 Vinyl Low-E Double Yes 0.33 0.3 8.0 ft' 5ft41n Ift0in None Interior 3 E 2 Vinyl Low-E Double Yea 0.33 0.3 6.0 W S ft 4 In 1 ft 0 In None Interior 5 _� 4 E 2 Vinyl Low-E Double Yes 0.33 0.3 20.0 ft' 1ft41n 1ft01n Drapeslblinde Interior 5 E 2 Vinyl Lew-E Double Yes 0.33 0.3 6.0 ft• 1ft41n Ift01n Drapes/blinds Interior �L 6 E 2 Vinyl Law-E Double Yes 0.33 0.3 i6.0 ft- 1ft4 in 1ft0in Drapes/blinds Interlor5 V 7 E 2 Vinyl Low-E Double Yes 0.33 0.3 4.5 ft' Ift41n 1ft01n Drapes/blinds Interior V 8 N 4 Vinyl Low-E Double Yes 0.33 0.3 20.O ' 1ft41n Ift01n None Interlor5 / 9 W 5 Vinyl Law-E Double Yes 0.33 0.3 40.0W 1ft41n 1ft0in Drapes/blinds Interior ,L 10 W 5 Vinyl Low-E Double Yes 0.33 0.3 4.5 ft' 1ft4 in 1ft01n None Inledor5 II W 6 Vinyl Low-E Double Yes 0.33 0.3 30,0 tN 1ft4In 1ft01n Dropesfllnds Interior 12 W 6 Vinyl Low-E Double Yes 0.33 0.3 72.0ft 17 ft41n Ift0In None Interior 13 W 6 Vinyl Low-E Double Yes 0.33 0.3 20.0 ft- iIto 1n Ift01n None Inledor5 14 S 8 Vinyl Low{Double Yes 0.33 0.3 40.0 ft' 1ft41n iftOln Drapeslblinds Interlor5 1s S 6 Vinyl Low-E Double Yes 0.33 0.3 12.9 ft' Ift41n 1ft01n Drapes/blinds Interior 7 16 S 8 Vinyl Low-E Double Yes 0.33 0.3 45.0 ft' 1ft41n iftght Drepes/blinds Interiors 17 S 6 Vinyl Wo EDouble Yes 0.33 0.3 9.0 ft' ift41n 1HOIn Drapes/bllntls Interior Page 3ot5 1/18!20171:24 PM EnergyGaugelh USA'-FlaRes2014 Section R405A.1 Compliant Software FRF-ORMR405-2014GARAGE ea CeilingArea ExposedWallPerimeter Avg.WallHelghl ExposedWell Insulation 649ft' 64R 9ft 1 i INFILTRATION i Al Scope Method SIA CFM 50 ELA EgLA ACH ACH 50 — k 1 Wnolehouse Proposed ACH(50) .000306 - 2648.1 145.38 273.4 .2901 5 Illy) HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducb l/. 1 Electric Heat Pump Split HSPI-B.2 36 kBtulhr i SY01 —J7LHSPF:8.2 18 kBtulbr 2 %ys#2 2 Electric Heat Pump None COOLING SYSTEM # Sys[em Type Subtype Efficiency Cap Air Flow SHR Block Ducts �- 1 Central Unit Spilt SEER:14 36 kBtu/hr 1080 cfm 0.7 1 sys#1 2 Cental Unit None SEER:14 18 kBlwhr 540 ofm 0.7 2 sys#2 HOT WATER SYSTEM # Sy%tem Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Ges Tanklese Eztedor 0.8 igal 60.9081 120 deg None SOLAR HOT WATER SYSTEM Collector Storage FSEC Cad # Company Name System Model 4, Collector Model# Area Volume FEF ft' _ None None DUCTS J # Locat—Supply— —Return�- Air CFM 25 CFM25 HVAC# Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heal Cool 1 to 6 375.2ft Attic 168.8R Default Leakage 2nd Floor (Default) (Default) 1 1 2 ARIe 8 137.BR Attic 84.4 ft' Defavll leakage 2nd Floor (Defeull) (Dehulp 2 2 111 8 2 01 7 1:24 PM gY 9 Ener Gau e®USA-FleRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES ProgramaClee TThermostat:t::�Y jauIfp7 r Ceiling Fans:mat1111 Ir417 rUfr.(77 [0tf%(]1 1Il� Oct I[LI�llIINo, lIXI]Dec Vealia9 [ 1Jan [ Feb [.]Mar MAPr � 1MaY Jun [X]Jul ` JAaO ` �BaP Oct `lf NOV Il�aa Hours Thermostat Schedule: HERS 2006 Reference g 10 11 12 Schedule Type 1 2 J 4 6 6 7 B 8 so Coaling(WD) AM 80 80 78 76 78 78 78 78 ]8 88 70 78 Cooling(WEH) PM 78 78 78 76 778 78 78 76 78 78 78 78 76 76 68 Heating(WD) PM 68 68 68 68 6a 68 68 66 66 68 66 66 Heating(WEH) AM 68 68 fib B6 68 68 68 6B 68 68 66 66 __ . . Ill 0120171:24 PM EnergyGauge®USA-FlaRes2014 Sedlon R405.4.1 Compliant Software Page 5 of FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 90 The lowerthe EnergyPerformance Index, the more efficient the home. Lot 137 Atlantic Beach , Atlantic Beach, FL, 32233 New(From Plans) 9. Wali Types Insulation Arae 1. Now construction or existing I.Frame-Wood,Extorter R=19.0 3417.00 f' 2. Single family or multiple family single-family b.Frame-Wood,Adlgmm R=13.0 295.00 ft' c.NIA R= 3. Number.f units,if multiple family 1 d.NIA R= V 4. Number of Bedmoms 4 10.Ceiling Types Insulation Area 5. Is this a wont case? No a.Under Atli.(Vented) R=38.0 1632.00 ft` 3299 b.Under Attic Vented) R-19.0 454.00 IF 6. Condition"floor area(10) c NIA R= fl• 7. Windows- Description Area 11,Ducts R R a. SHGC: Obt UW.33 42s- 7.00 a.Sup:Attic,Ret:Attic,AH:2nd Floor 6 375.2 SHGC: SHGG0.30 b.Sup: ANc,Rel:AHte,AH:2nd Floor 6 137.6 b. UFactor. N/A kelWhr Efflclancy SHGC: 12.Cooling systems 36.0 SEER14.00 fta e.Central Unit 18.0 SEER:14.00 a UFactor. NIA b.Central Unit SHGC: ft' kStufhr Efficiency d. U-Factor. N/A 13.Heating systems 38.0 HSPF:8.20 SHGC: a.Electric Heat Pump 18.0 HSPF:8.20 Area Weighted Average Overhang Depth: 4.162 ft. b.Electric Heel Pump . Are-Weighted Average SHGC: 0.300 Insulation Area 14.Hot water systems Cap:l gallons B. Floor Typos a.Natural Gas EF:0 B a.Slab-0n-Grade Edge Insulation R=0.02086.00 ft' b.Floor Over Other Space R=0.0 823.00 ft? b. Conservation features c. the,(see doolis) R. 390.00 ft' None 15,Credlls Patel I certify that this home has complied with the Florida Energy Efficiency Code for Building qae spgT� Construction through the above energy saving features which will be installed(or exceeded) v04 0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed � � is_, �r based on installed Code CO'ptm features: Date: Builder Signature: A13 FL 3�� G Address of New Home: IF�lh Annrr�ImQ nnk � aty/FLZip:-�- oa w>i't¢ 'Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage (EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support staff. -Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/i 8120171:24 PM EnergyGauge®USA-FlaRea2014 -section R405.4.1 Compliant Software Page 1 of 1 I i I FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildin Perform nce and Prescriptive Methods ADDRESS: La1137Atlanfic Beach Remit Number: Atlantic Beach,FL,32233 MANDATORY REQUIREMENTS See individual code sections for full details. I" 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an anergy 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 553.8085,Florida Statues]requires the EPL display card to be Included as an addendum o 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 refects 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 1 Sections 8402.1 through R402.4A. t� R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.Th. "r sealing methods bMween dissimilar materials shall allow for differential expansion and contraction. R402.44d Installation. The components orthe building thermal envelope as listed in Table R402.4.1.1 shall be Installed In accordance with the manufacturers instructlans and the criteria listed In Table 402.4.1.1,as applicable to the method of construction. Where required by the code ofOclat,an approved third party shall Inspect all components and verify compliance. R402.44.2 Testing. The building or dwelling unit shall be tested and verged as having an air leakage rate of not exceeding 5 air changes per hour In Climate Zones 1 and 2,and 3 air changes per hour In Climate Zones 3 through 8.Tasting shall be conducted with a blower door at a pressure of 0.2 Inches w.g.(50 Pascals).Where required by the code official,hating shall be conducted by an eclawed Chid party.A written report of the results of the test shall be signed by the party conducting the fest and provided to the code official.Testing shall be performed at any train after creation of all parabollons of the building thermal envelope. During testing: nd the Intended weatherstripping or 1.Exterior windows and doors fireplace and stove doors shall be closed,but not sealed,beyond 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 doom,If Installed at the time of the test,shall be open; 4.Exterior doors for continuous ventilation systems and hoof recovery ventilators shall be closed and sealed; 5.Healing and cooling systems,if Installed at the time of the tea(shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. f� R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fftlng flue dampers and outdoor combustion air. (� R402.4.3 Fenestration air leakagelMndows,skylights and sliding glass doors shall have an air InfillWhtnrate 0 no mom trated according than n 0.3 ofad 400 or per square fool(1.5 Us/m2),and swinging dooms no more then 0.5 dim per square foot(2.6 Uslm2),when AAMA VJDMAfCSA 101A.S.2/A440 by an accredited,Independent laboratory and listed and labeled by the manufacturer. / Exception: Site-builtwarlows,skylights and doors. yJ 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 or leakage rate not more than 2.0 cfm(0.944 Us)when tested In accordance with ASTM E 203 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed wird 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 healing and cooling system. R43.1.3 Heat nce heat shall that except during g defrostt,proved supe emental heat operation when the heat pump compressordcal n meet thea the load. controls R403.2.2 Sealing(Mandator ll ducts,air handlers,and filter boxes and building oavilles that form the primary air containment passageways far air distribution systems shall be considered ducts and plenum chambersortlence ,shall be constructed and sealed in co di Section C403.2.7.2 of the Commercial Provislons of this coda and shall be shown to meat dud tightness antena by post-constmcton or rough-In testing below. -an energy s by nd 553.99.Florida sStadtes,mf as ed author zed by t.sdng to Florlida Statutes,o be"s bstaon 803 of the RESNET tneally leak freta'by either of the follow ng:fied In accordance with Section 1. Past-wnstruction test:Total leakage shall be less than or equal to 4 clan It 13 Umin)per 100squ re feet (9.29 m2)manufaurof conr's auditionhandd enclosure.All floor area when tested al a pressure differenflal of 0.1 inches w.g.(25 Pal across the entire system, 9 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 dm If 13 Una)par 100 square feet(9.29 m2)ie conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Ps)across the system,including the i he test,to air handler enclosure.All registers shell be taped or otherwise sealetl during the fest.If the air handler Is not installed at the time of the test,total leakage shell be less than or equal to 3 Mm (85 Umla)per 101]square feet(9.29 0-2)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. Dud testing Is not mandatory for buildings complying by Section R405 of this code. 1/16/20171:24 PM EnargyGeuge®USA-FleRes2014 -Secfon 8405.4.1 Com Page 1 of 3 I I FORM R405-2014 j MANDATORY REQUIREMENTS - (Continued) / R403.2.3 Building Cavities(Mandatoryl. 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. R403A.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. l� R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with Integral heat traps and having varical pipe risers shall have heat tmPs installed on both the Inlets and outlets.External heat taps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'A inches(B9 mm)In the hal water distribution line and cold water line located as close as possible to the storage tank. 91' R403.q.4 Water heater efficiencies(Mandatory). Yrs'( R403.4A.1 Storage water heater emperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature centrals 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 bumeds) of combustion types of service water heating systems to be turned off. R403.4.4.2 Water heating equipment. Water healing equipment installed In residential units shall meet ehhe mini u W equipment Installed. fficl.hms of Table C404.2 In Chapter 4 of the Florida Building Cade,Energy Conservation,Commercial Provisions, typeeq P Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water healers shall met the criteria Section R403.4.4.2.1. R403AA.2.1 Solar water heating systems. Solar systems for domestic hal water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined frau the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectore shall be tested In accordance with ISO Standard 9806,Test Methods for Solar Collectors, and SRCC Standard TM-1,Solar Domestic Hol Water System and Component Teat Protocol,Collectors In installed solar water heating systems should meet the following alters: 1. Be Installed with a t18 angle between 10 degrees and 40 degrees of the horizontal;and 2. Be Installed al an orientation within 45 degrees of tore south. Y'/ R403.6Mechanicalvenlllafion(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. 9( R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and healing equipment. R403.6A 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 condlllons described In Sector R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not Include toads mated by local Intermittent mechanical ventilation such as standard kitchen and bathroom exhaustsystems. Rbo3.6.1.1 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 403.8,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. I it 1/1812041:24 PM EnergyGauge®USA-FleRes2014 -Section R405.4.1 Com Page 2 of 3 i FORM R405.2014 MANDATORY REQUIREMENTS - (Continued) R403.6.1.4 Cooling equipment capacity.(continued) The published valuelor'AHRI total capacity is a nominal,sting-leslvalueand shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This j selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the f load calculation(or entering water temperature for waler-sourm equipment),the blower chin provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidly used for the load i calculation and shall be adjusted for return side gains If the return duct(s)is Installed in an unconditioned apace. jExceptions: r 1. Attached single.and multi-family residential equipment oozing may be selected so Nat its cooling capacity Is less than the calculated total sensible load but not less than 60 percent of that load. 2. When signed and sealed by a Florida-registered engineer,In attached single-and multi-family unis,the capacity of equipment may be sized In accordance with good design practice. R403.8.1.2 Healing equipment capacity R403.6.1.2.1 Heat pumps. Heal pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6A.1 and the heal pump total cooling capacity shall not be more than 1.15 times greater Nan the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance fumaces shall be sized within 4 kW of the design requirements cekulated according to the procedure selected In Section R403.8.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment With natural draft atmospheric burners shall not be less than the design load calculated In accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for spacial occasions. Residences requiring excess cooling or heating equipment capacity on an internitent basis,such as anticipated additional bads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or healing to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ Ri Systems serving multiple dwelling units Mandatory). Systema serving multiple dwelling units shall comply with Sections C403 and C404 of the Commerclel Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and[W-Melting systems,supplied through energy service to the building,shall Include automatic controls capable of shutting off the system when the pavement temperature 5 above 55°F,and no precipitation is falling and an automatic or manual central 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 R403.9.1 through R403.9.3 and In accordance with ANSI/APSP-15.The energy requirements for portable spas shall be In accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool healers shall be equipped with a readily accessible on-off switch Nat Is mounted outside the heater to allow shutting off%a heater without adjusting the thermostat sel ing. 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 of clenq of 82 percent for healers manufactured on or after Apr1116,2013 when tested In accordance with ANSI Z 21.56. Pool heaters fired by mWml gas or LP gas shall not have continuously burning pilot lights. R403.9.4.2 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 Condillom-Low Air Temperature.A test report from an Independent laboratory Is required to verify procedure compliance.Geothermal swimming pool hart pumps ere not required to meet this standard. O R403.9.2 Time switches. Time switches or other cootie[method that can automatically turnoff 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. Mere 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-relamant cover on or at the water surface or a liquid cover or other means proven to reduce heal loss. Exception: outdoor pools deriving over 70 percent of the energy for healing from site-recovered energy,such as a heat pump or - solar energy source computed over an operating season. p� RR404.1 Llghtlng equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting flxlums shall be / hlghofficacy lamps or a minimum o(75 percent of permanently Installed lighting fixtures shall contain any high effieacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. 8404.14 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405yPerformance ONLY. All ducts not entirely Inside the building thermal envelope shall be Insulated to a minimum of R-6. f�J R405.2.1 Performance ONLY. Callings shall have minimum Insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck reefs do not have suficent space,R-10 4s allowed. page 3 of 3 1/1820171:24 PM EnergyGauge®USA-Flaras2014 -Section R406.4A Com FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSP CTION COMPONENT CRITERIA Builder Name: Toll Blathers,Inc. Project Name: San Tropez 3299 Right E Penult Ofllca: Atlantic Beach Street: Lot 137 Atlantic Beach Permit Number: City,Stale,Zip: Atlantic Beach,FL,32233 Jurisdiction: 261300 Owner: Toll Brothers,Inc. design Location: FL,Jacksonvllle 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 act be used as a sealing material. Ceilingladic 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 well doors to unconditioned attic spaces shell be sealed. / Corners and headers shell be Insulated and the function of the foundation Walls and sill plate shall be sealed. The junction of the lop plate and the lop or exterior walls shall be sealed. Exterior thermal envelope Insulation for framed ,It,shall be Installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors fora pace between sealed. tdow/doorjambs and framing and skylights and ll be Rim'ols[s Rim joists are Insulated and include an air barrier Floors (including above-garage In subflon halldecbe installed to maintain permanent routed with underside and cantilevered floors) The air benier shall be installed at any exposed edge of Insulation. Crawl space walls Where provided In lieu of floor insulation,Insulation shall be permanently / attached to the crawlspace walls. ✓// Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarderwhh overlapping joints taped. Shafts, penetrations Duct shafts,utility penetrations,and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batt,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 s aces. 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 reted,and aealed 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. Exterior walls adjacent to showers and tubs shall be Insulated and the air Showedtub on exterior wall barrier installed separating them from the showers and tubs. Electrical/phone box nThe air barter shall be Installed behind electrical or communication boxes or air sealed boxes shell be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall ba sealed to the sub-floor or drywall. Fireplace An air harder shall be Installed on fireplace walls.Fireplaces shall have P gaskeled doors page 1 of 1 1/1B/20171:24 PM EnergyGauge®USA-FleRes2014 Secflon Rd05.4.1 Compliant Sotavare FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING iINSTRUCTIONEnvelope LeakTest Report Prescriptive and Perrmance Method Builder Name: Toll Brothers,Ina Project Name: San Tropez 3299 Right E Permit Office: Atlatle Beech Street: Lot 137 Atlantic Beach Permit Number. City,Slate,Zip: Atlantic Beech,FL,32233 Jurisdiction: 281399 Design Location: FL,Jacksonville Cond,Volume: 31777 no fl. Cord.Floor Area:: 3299 sq. . ::1 Envelope Leakage Test Results Leakage Characteristics Regression Data: C: n: R: CFM(50): Sin lie or MUM Point Test Data I I ELA: HOUSE PRESSURE FLOW: EgLA ACH: I ACH(50): SLA: leakage Tards of not r changes par R402.4.1.2 Testing. Thier changes s peror lling hour IntClimlateeZonestland verified as having an 3 through 5.Testing hall berconducted with a blower door at t alpresure of 0.2 our in Climate Zones 1 and 2, an inches W.950 pascals).Whom required by of the m rt test shall be signed by the party conducting the efest and provided to the code offofficial.Testing shallthird code official,testing be performedrmed at anvolume time afterobroader of ally of the penetrallons of the building thermal envelope. During testing: I.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the Intended weatherstripping or other infiltration control measures; backdreft and flue dampers shall be dyed,but not sealed beyond Intended Idfihation 2.Dampers Including exhaust,Intake,makeup air, control measures; 3.Interior doors.If handed at the time of the feel,shall be open; 4.Extetlor tloors for continuous ventilation systems and heel recovery ventllelors shall be closed and sealed; 5.Heating and cooling systems,if insisted at the dme of the test,shall be turned off;and 6.Supply and return registers,if Installed at the here of the test,shall be fully open. i I hereby certify that the above envelope leakage Where required by the code official, OF eta S741,, performance results demonstrate compliance testing shall be ed third partuctedy.Acari by n with Florida Energy Code requirements in PP P rfY' F- Nur accordance with Section R402.4.1.2. report of the results of the test shall be signed by the third party �y A. conducting the test and provided to 'a SIGNATURE: the code official +h, vy'Se COD 1NE'� I i PRINTED NAME: BUILDING OFFICIAL: DATE: DATE: I 111812017 1:24 PM EnergyGeuga®USA-FlaRas2074 -Borden R405.4.1 Compliant Software Page 1 of 7 i i Job: mcowana:' Project Summary D•t•: 7kalnN4+M �e1 By: Stephens (Rest of House) McGowan's Heating & Air Con itioning, Inc. 4839 CtlIineRoad,Orenge Park,F132073 Phade:N0u27803W Fax 9049&0388 Emil ko @mvadnaen.mm yeah:wn+v.adot-omec wm Prolect Information For: Steve Maden,Toll Brothers Inc. 160 Cape May Ave.,Ponle tvedra, FI 32081 Phone:(904)217-0739 Fax:(904)814-8173 ww. Web:wtollbmlhers.com Email: smenen@tollbrotheminc.com Notes: San Tropez Design Information Jacksonville NAS, FL,US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 99 °F Inside db 70 °F Inside db 75 °F Design TO 38 °F Design TD 24 °F Daily range M Relative humidity 50 % Moisture difference 61 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22014 Shah Structure 20775 Btuh Ducts 2980 Btuh Ducts 3811 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Blah (none) (none) 0 Btuh Humidification 0 Stun, Blower Piping 0 Shah Equipment load 24994 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 24586 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Avemge 2298 Stun, Fireplaces 0 Structure Ducts 665 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area (R� 2086 2086 Equipment latent load 4366 Btuh Volume(R') 20860 20860 Airchanges/hour 0.26 0.13 Equipment total load 28952 Ski Equiv.AVE(cfm) 92 46 Req.total capacity at 0.70 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Cartier Make Cartier Trade CARRIER AIR CONDITIONING Trade dCARRIER AIR CONDITIONING Model CH14NBO360000BO Cand Coil H14NBO36L AHRI ref 9162429 AHRI ref 9162429 Efficiency 8.2 HSPF Efficiency11.5 EER,14 SEER Heating input Sensible cooling 23100 Stub Heating output 33800 Bluh@47°F Latent cooling 9900 Shah tuh Temperature rise 29 °F Total cooling 33000 105hip 0 chip Actual air Flow 1050 cfm Actual air flow Air Flow factor 0.042 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 Capacitybalance point=25°F Backup: Input=9 kW, Output=29550 Blah, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 9117-J 1114:x737 * wrightsof ' Comradauiambpwtignlsonlzoee Rsuu279 rose /1••%r]t� ._TOIIaMM1en\San Tmpez 3299 R191n LN t37.rvp Lak=MJO Fmnl Ooaiaoaa: 6 McGowan-, Project Summary Dobe: rkawi0tl+Uz cu..awmiv. '�,8� 2nd FI ey: Stephen a McGowan's Heating & Air Conditioning, Inc. 4W Collins Road,orange Pal a K073 Pbona:90427e0339 Fax 8042]80366 Sed'kinsy$mcgesse amm was xvixmcpawaeaceom Proiect Information For: Steve Marten,Toll Brothers Inc. 160 Cape May Ave., Porte Dedra, FI 32081 Phone:(904)217-0739 Fax (9041814-8173 www Web: .tollbrothers.com Email:smerten@tollbrotheminc.mm Notes: San Tropez Design Information Weather: Jacksonville NAS,FL,US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 99 "F Inside db 70 'F Inside db 75 'F Design TO 38 °F Design TO 24 'F Daily range M Relative humidity 50 % Moisture difference 61 1 Heating Summary Sensible Cooling Equipment Load Sizing Structure 11266 Bluth Structure 10424 Btuh Duds 1248 Btuh Ducts 1648 Btuh Central vent(0 dm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Stun Blower 0 Btuh Piping 0 Btuh Equipment load 12515 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 12312 Stub Method Simplified Latent Cooling Equipment Load Sizing Construction quality Avem Fireplaces 0 Structure 2334 Stub Ducts 296 Stub Central vent(0 dm) 0 Btuh Heil'g Cod Area(ft0 ing (none) Volume(Ra) 10918 108137 Equipment latent load 3240 Stub Air changes/hour 0.46 0.23 Equipment total load 15552 Stub Equiv.AVE(cfm) 84 42 Req.total Capacity at 0.70 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary -Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14N801BOOOOAO 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 BWh@47°F Latent cooling 5340 Stub Temperature rise 31 °F Total Cooling 17800 Stub Actual air flow 525 cfm Actual air flow 525 dm Air flow factor 0.042 dm/Btuh Air flow factor 0.043 drol luh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Capacity balance point=25°F Backup: Input=4 kW, Output=12801 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. _.J�� wrl htsoft- zg47.ran-1]14:,:3] CC 'Te � eomrM edaeroy C.-MA Pp.2 II�� ...Td190Ners4Sm Tropez 9289 Right CM 13].rvp ndc�MJ6 Fmnlowv McexE n First Floor EREAKFAS' 6x14 12x6 /„ 8. pt.wir, MASTER SUITE lose po5' 00 14x6 16x16 6" 14' 6x14 FAMILY ROOK e x 4 e1 Riser (1TCRlEN 6, 4M.wic2 14" ;r Sup Riser up Riser 12" 16" 12. 10x10 10x- In 10x6gi- g• 4x6 6" 14" 4" 6x4 6x10 18x18 LAUDRy 4" fi' 3'Fan 6" WL 10x6 OT 6" 3"Fan 14x6 ® 3"Fan WING ROOK 6 4x8DRRM Ret Riser 4x 6" 12 x 12 GARACL 14x6 12x12 FOYER I STAIR! 8- 0" Sidd5 Job#: Scale: 1 :92 McGowan's Heating & Air Conditio... e 1 comtorl eeilaPagg ew Performed by Stephen B for: agnmort S.... 4850 Collins Road 1].0.16 RSU122ig teo capemghve. Orange Park,Ft 32073 PwIe Ve4re.F132W1 Phone:904-278-0339 Fax:904-2]8-0366 2011.1an-1]14:47.5] Plw;(swl21ini39 Fa a,alt 173 w .nne,owansaccom knrey@megawansac.con, an Tropez 3299 Right Lot 137.rup ♦wv.Wl4vann.am amenm�®m�IGalneninc.mm N L. 2ND kL Fan Rath 2 8x4 7"1 • tied'i3 hcd 2 12 x 6 4x8 12x6 ] 4" ' .� "1 kj 2x12 2x12 9 16" 10 Sup Riser 16 9" 'tot Riser gc �., 56• Sup Riser 10x6 �`A 4x8 12• 5" a w 12" 14" LOFT 14" 8x18 4• 2' 6x10 WIC 4; O Re[Riser 5" A� 3'Fan 2x12 12x6 y.. ].. 12x6 iBEOROOM2 OPEN TO:BELOy .lob#: McGowan's Heating & Air Conditio... Scale: 1 :92 Performed by Stephen B for: Page su.e memo 4850 Collins Road Comfort Bulkier by 09rightsoft faocapa May Ave. Orange Park,FI 32073 17.0.16 RSU12270 Z-veers,Fl 32081 Phone:904-278-0339 Fax:904-278-0366 2017Jao-1714:47:57 Pnona(904i217-0]39 Faxaaa6a14E115 xwx.wunmaers.mm emenan®iaioromare�r..m .rnc9 aosac.com koreYmc9oyansac.com an Tropez 3299 Right Lot 137.W Job: Manual S Compliance Report Date, H.afts,d,a (Rest of House) By: Stephen e cm rg` McGowan's Heating & Air Conditioning, Inc. 05000Ifns Roe ,Omnge PaA.n32073Ph.:.0 V&033BFv:gO 2760366 Emelt.korey,mrq nea ..Web:xwx.W[ -anucpne Project Information For: Steve Merten,Toll Brothers, Ind. 160 Cape May Ave.,Ponte Vedra, FI 32081 Phone:(904)217-0739 Fax:(904)814-8173 Web:www.tollbrothers.com Email:smerten@tollbrothersinc.com Cooling Equipment Design Conditions Outdoor design DB: 99.2'F Sensible gain: 24586 Btuh Entering coil DB: 75.9-F Outdoor design WB: 80.2-F Latent gain: 4366 Btuh Entering coil WB: 62.9-F Indoor design DB: 75.0°F Total gain: 28952 Btuh Indoor RH: 50% Estimated airflow: 1050 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1050 cfm Sensible capacity: 25052 Btuh 102%of load Latent capacity: 4416 Btuh i01%of load Total capacity: 29468 Btuh 102%of load SHR: 105% Heating Equipment Design Conditions Outdoor design DB: 31.7'F Heat loss: 24994 Stub Entering coil DB: 69.6-F Indoor design DB: 70.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NBO360000BO+FB4CNP036L Actual airflow: 1050 cfm Capacity balance: 25 °F Output capacity: 26499 Btuh 106%of load Economic balance: -99 -F Supplemental heat required: 0 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1050 cfm Output capacity: 8.7 kW 118%of load Temp.rise: 24 °F Meets are all requirements of ACCA Manual S. "17-.-1714:47:37 .z_ wrightsoft' c..rnBaWerby0tlp.170a6Rau1390 Page ACZK .ToY BrotbmMSen Tropez 32N Rig.LW 117-P Cet=are Front Doer faros E Job: b4Y Manual S Compliance Report NO: 1ronPrgSAtr 2nd FI By: Steph•R B �uomm� McGowan's Heating & Air Conditioning, Inc. 4850 Giffin Road.C ng.Nk Fl 31079 P":W0.T1"M Fu:W -V&0388 Ema,I:X"W*mc9.aac.cam Web:yy,.x.mrgcwenaec.uan Project Information For: Steve Menen,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone:(904)217-0739 Faoc (904) 814-8173 Web:wv Aollbrolhers.com Email: smerten@tollbrothersinc.cem Cooling Design Conditions Outdoor design DB: 99.2oF Sensible gain: 12312 Btuh Entering coil DB: 75.9-F Outdoor design WB: 80.2-F Latent gain: 3240 Btuh Entering coil WB: 63.0°F Indoor design DS: 75.0'F Total gain: 15552 Btuh Indoor RH: 50% Estimated airflow: 525 cfm Manufacturers Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0180000A0+FB4CNP018L Actual airflow: 525 cfm Sensible capacity: 12483 Stun 101%of load Latent capacity: 3305 Blull 102%of load Total capacity: 15789 Btuh 102%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DS: 31.7-F Heat loss: 12515 Stun Entering coil DB: 69.6°F Indoor design DS: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0180000AO+FB4CNP018L Actual airflow: 525 cfm Capacity balance: 25 'F Output capacity: 13477 Stull 108%of load Economicbalance: -99 -F Supplemental heat required: 0 Sun - Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 525 cfm Output capacity: 3.8 kW 102-A of load Temp.rise: 53 of Meets are all requirements of ACCA Manual S. 2017 ew n 14:47:37 -`lam Wrightsoft ComIMBUIIdxbywdgMe W.&18RSU12270 Pass Xbk .Tdl BmNen\San T.,-121 Rght Lot 137.rvP Co.=MJa Ron,Om,recea: E Duct System Summa Job �C'�`rIUWII1l�i Y Summary Date: (Rest of House) By: Stephen B McGowan's Heating &Air Conditioning, Inc. IM CaIW.Road,Orenpe Pak R 32071 PM1me:8110.2]BB33B Fax:934-276-MB Email:kmey(Amceowansa.com NNE:wuw.mcpowevec.wm For: Steve Marten,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@tollbrolhersinc.mm 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 0.260/0.130 in H2O 0.260/0.130 in H2O Lowest friction rate 0.097 in/100ft 0.097 in/100ft Actual air Flow 1050 Chu 1050 dm Total effective length(TEL) 402 ft Supply Design Htg CIg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) (GIM) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk BREAxFAST h 2893 122 119 0.128 7.0 Oxo VIFx 53.9 150.0 s12 OINIMGROOM h 2399 101 61 0.106 6.0 0x0 VIFx 50.6 195.0 sty FAMILYROOM-A c 3022 69 129 0.134 8.0 0x0 VIFx 44.1 150.0 s12 FAMILYROOM-B c 3022 69 129 0.127 8.0 0x0 VIFx 54.5 150.0 s12 FAMILYROOM-C c 3022 69 129 0.103 8.0 0x0 VIFx 57.5 195.0 Sly KITCHEN c 2118 74 90 0.106 6.0 0x0 VIFx 49.8 195.0 sits 1AIIDRY h 257 11 6 0.138 4.0 Oxo VFx 34.1 155.0 st6 MASTER SUITE-A c 2657 94 113 0.131 8.0 0x0 VFx 39.1 160.0 SIB PNVR RM h 908 38 25 0.100 4.0 0x0 VIFx 64.5 195.0 sly Swdy h 5129 215 159 0.097 8.0 0x0 VIFx 68.2 200.0 sl5 m.bath In 2339 98 52 0.144 60 0x0 VIFx 25.7 155.0 st6 m.ww h 1981 83 30 0.140 5.0 Oxo VIFx 30.6 155.0 sl6 .wk2 c 55 0 2 0.137 4.0 Oxo VFx 35.2 155.0 st6 wc It 153 6 4 0.141 4.0 Oxo V Fx 1 29.2 1 155.0 1 St6 supplyDetail Trunk Htg CIg Design �eloc Diam H x W Duct Name Type (dm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 757 842 0.097 603 16.0 0 x 0 VInIFIx sty Peak AVF 497 465 0.097 465 14.0 0 x 0 VmFlx st2 st6 Peak AVF 293 208 0.131 373 12.0 0 x 0 VinIFIX st3 sl3 Peak AVF 293 208 0.131 537 10.0 0 x 0 VnIFI% .�•dI�r�- 2DnJen-n 1447:37 "r Wrightsoft' Combo BmiMerby Nit oft17,0.16RSU12210 Ppet ACC6k TdIBn,...lSan Tn,,e 3299RVjMLo1137.mp 1e1=M13 FrcnlD-fia- E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Ducl Name Size(in) (dm) (cfm) (fl) FR (fpm) (in) (in) Opening(in) Matl Trunk rb8 0.0 541 884 133.8 0.097 400 16.0 Ox 0 VIFx rb7 0x0 509 366 106.6 0.122 476 14.0 Ox 0 VIFx mn-. 1714x].37 wrightsoW C=m BWMxby NfroM.M11.0,16asu122N vm.2 11 ..JON Bm.—re San Tmp 3 ..ftMW 121.1 C.I.-MA Fml@wr.wm E Duct System Summa Job: YLeC:owsala Y Summary Bate: „ 2nd FI BY: Stephen e - `P6 McGowan's Heating & Air Conditioning, Inc. 1850 Celina Read,O.,a Plus.Fl 3073 Plnne:900.2740330 Fax:90 0.214 03 0 8 EmeiL Wley@mcBoudneec.com NOb:wvw.mgowen lic.wm al ird • - For: Steve Marten,Toll Brothers, Inc. 160 Cape May Ave., Ponte Vedra, FI 32081 Phone:(904)217-0739 Fax: (004)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 0.250/0.140 in H2O 0.25010.140 in H2O Lowest friction rate 0.111 in/100ft 0.111 in/100ft Actual airflow 525.. cfm 525 dm Total effective length(TEL) 351 ft Supply Design Htg Clg Design Dam H x W Duct Actual Flg.Egv Name (Btuh) (cfm) (dM) FR (in) (in) Mail Ln(ft) Ln(ft) Trunk ac h 824 35 23 0.167 4.0 0x0 VIFx 9.8 140.0 st1 BgT13 h 913 38 24 0.154 5.0 0x0 VIFx 17.8 145.0 sit BEBROOM4 c 2333 78 101 0.151 7.0 0x0 VIFx 20.7 145.0 sit MET h 769 32 26 0.156 5.0 Oxo VIFx 14.9 145.0 sit -OFr-A h 769 32 26 0.118 5.0 Oxo VIFx 26.7 185.0 st4 OPEN TO BEl h 2397 101 76 0.113 7.0 0x0 VIFx 37.3 185.0 st4- WC4 c 63 3 3 0.157 4.0 0x0 VIFx 14.3 145.0 sit bath c 411 18 18 0.111 4.0 0x0 VIFx 39.8 185.0 st4 bad c 2504 87 109 0.115 7.00x0 VIFx 31.7 185.0 st4 been c 2643 98 115 0.153 7.0 0x0 VIFx 18.2 145.0 sit tilde c 102 3 4 0.114 4.0 0x0 VIFx 1 33.7 185.0 st4 Supply asMP. Trunk Hig CIg Design Veloc Diam H x W Duct ak Type (dm) (cfm) FR (fpm) (in) (in) Material Trunk AVF 241 233 0.111 307 12.0 0 x 0 VinlAx sit ak AVF 525 525 0.111 491 14.0 0 x 0 VinlFlx 2017-Jen-171447:37 .a +wrightSofr C.bil Build.,by wd0hNM 17BAB Rsu12270 Ped•3 �i� ..Toll&aNemV Trc U32WRI0h Lo1137.rvP CMc=MJ8 FWDoe M1ce.: E Return Branch Detail Table Grille Hlg CIg TEL Design Veloc Dian H x W Stud/Joist Duct Name Size(in) (cfm) (cfn) (R) M (fpm) (in) (in) Opening(in) Matl Trunk roil 0x0 138 102 117.8 0.119 175 12.0 1 0 VIFx At rb14 10 137 152 124.0 0.113 345 9.0 ox 0 VIFx rti rb13 10 133 145 125.7 0.111 328 9.0 1 0 Vll rti rb12 0x0 116 126 121.0 0.116 285 9.0 Ox 0 VIR rd Return Trunk Detail Truill I g CIg Design Veloc Diam H x W Ducl Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rit Peak AVF 525 525 0.111 491 14.0 0 x 0 VmI lx 2011-Jm17 14.47:37 �y Hwrightill cemmneum..Wv.MeMepn179.16R3u12270 Ra3e4 IRzIM,_ToIIBmNerslSen Tropez 3299 RqM LM 137.mp C.I.-MJ9 nonr 0.v hwe: E wi® Lumber design values are in accordance with ANSI/7131 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 12056TOA- MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Toll Brothers Project Name: Model: San Tropez Tampa,Fl-336104115 Lot/Block: 137 Subdivision: Atlantic Beach Address: 1590 Maritime Oak Or 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 8.0 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 pat Floor Load: 55.0 psf This package includes 93 individual,dated 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 614315.31.003,section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T10414637 CJ02 2/10/17 18 T104146M GEB01 2/10117 2 17704146381 CJ21 2/10/17 119 T104146551GEB02 2/10/17 3 710414639 CJ22 2/10/17 20770414658 J02 2/10/17 4 710414640 EJ06 2/10/17 21 770414657 J12 2/10/17 5 710414641 EJ07 2/10/17 22 170414658 J21 2/10/17 fi 710414642 EJ25 2/10/17 23 T10414659 J22 y7p/77 7 -10414643 EJ26 2/10/17 24 T10414660 J 701 2/10/17 8 710414644 F01 2/10/17 25 IT10414661IT02 i 2/10/17 9 770414645 F02 2/10/17 26 IT10414662'703 2/10/17 10 710414646 F03 2/10/17 27 IT10414663IT04 2/10/17 11 T10414647 F04 2/10/17 28 710414664 T05 2/10/17 12 T10414648 F05 y10/17 29 710414665 T06 12/10/17 f 13 770414649 FOB 2/10/17 130 IT10414666 707 2/10/17 74 770414650 F07 2/10/17131 770414667 T08 12/10/17 15 T10414651 F08 10/17 32 710414868 769 2/10/17 18 T10414652 F09 2/10/17 33 T10414669 T10 2/10/17 17 - T10414653 F001 2/10/17 34 T10414670The truss 711 2/10/17 SA,Inc. under my direct supervision banced above sed on te besen he aramredeters4iTek `•••p•`7 S q49 11 provided by Building Component Supply. SF'••'ti L Truss Design Engineer's Name: Aibani, Thomas 39380 My license renewal date for the state of Florida is February 28,2019. ❑ • C IMPORTANT NOTE: The seal n these truss component designs is a certification -33 that the engineer named is licensed in the jurisdictions)identified and that the designs comply with ANSUrPI 1. These designs are based upon parameters ��`•'• O R 7 P shown(e.g.,bads,supports,dimensions,shapes and design codes),which were SgiventoMillek. Any �• file reference purpose only,fect m y,and wasno taken k n�into aon lccourn iuded is n the preparation or MiTeWs offers 'OyS;ON A/10% these designs. MiTek has not independently verified the applicability of the design mmsA aawY R Nn HO parameters or the designs for my particular building. Before use,the building designer MINklaAIrc RCM cera/ should verify applicability of design parameters and property incoryorate these designs hdarataW.Tmp0.a1r1a into the overall building design per ANSI/rPl-.7,Chapter 2. Dftf February 10,2017 Alberni,Thomas I of 2 RE: 12056TOA - Site Information: Customer Info: Toll Brothers Project Name: Model: San Tropez Lot/Block: 137 Subdivision: Atlantic Beach Address: 1590 Maritime Oak Dr City: Atlantic Beach State: FL No. Seal# Truss Name Date No. Seal# Truss Name Date 35 710414671 T12 2110/17 78 770414714 T55 2110/17 36 710414672 T13 2110/17 79 T10414 15 T56 2110/17 37 T70414673 T14 I 2110/17 180 IT10414 16 T57 2110/17 38 110414674 715 2/10/17 81 T10414 17 T58 2(10/17 39 T10414675 T16 ' 2110117 82 T10414 18 V01 2110/17 40 710414676 T17 2110/17 83 T10414 19 V02 2/10/17 41 710414677 T18 2/10/17 84 T10414 0 V03 2110/17 142 17104146781 T19 2/10/17 185 IT10414 11VO4 12110117 43 T10414679 T20__ _ 2/10/17 86 710414414 23 22 VO5 VO6 2110/17 44 T10414680 T21 2/10/17 87 T10 2(10/17 45770414681 T22 2/10/17 88 770414 24 V07 2/10/17 46 710414682 T23 2110/17 89 770414 5 VOB 2/10/17 47 IT10414683 I724 2110/17 90 710414 6 V09 2110/17 48 1 T10414684 1 T25 2110/17 91 710414 7 V10 2110/17 49 IT10414685 726 2110/17 92 710414 28 V11 2/10/17 50 I 770414586 T27 2110/17 93 770414 9 V12 2/10/17 51 IT10414887 T28 2/10/17 152 17104146881 T29 ! 2110/17 153 IT10414689 T30 2/10/17 54 T10414690 T31 9110/17 55 T10414691 T32 2110/17 56 710414692 T33 - 2110/17 57 T10414693 T34 2/10/17 158 710414694 T35 _--2/10/17 5 95 9 7104146 736 2/10/17 60 110414696 T37 'i 2/10/17 j61 T10414697 T38 12110/17 62 T10414698 T39 12/10/17 163 17104146991 T40 2110/17 64 710414700 741 2110/17 65 T10414701 T42 2/10/17 66 710414702 432110/17 67 710414703 T44 2110117 68 T10414704 T46 2/10/17 09 710414705 T46 12110/17 170 r1oa14706747 2/10/17 171 IT10414707IT48 2(10/17 X72 710414708 T49 2110/17 73 T10414709 T50 2(10/17 74 IT10414710 751 2(10/17 75 1 T10414711 T52 2/10/17 78 710414712 T53 2110/17 77 IT10414713 T54 2110/17 2 oft Job T. Tmse Typa OlY Py 12058TOA C.p2 T10 P1 r JACK-OPEN 2 1 b Re SPAIro Comment Supply. wwwlrvllle,rl uem 6010 a Apf202016AMTaklnclueeminc. FDFeb1011:04:53261] Pagel ID:DIybX6 RNCWw PoS_SYymM6 ZAHINOEIhUEPICil=Vljn9V2w.,o llojadI 2&3 283 2.. 12 Suw�186 ax6 2 d f S 4 Otis II 2-93 2 Plate Oftepe lXYl ft 0200.211 LOADING(ps8 $PACING- 200 CS7O.WHca(TL) DEFL. in (Inc) IMefl IAi PLATES GRIP TO LL 20.0 Plate Grip DOL 125 TCVert(LL) -0.W ] >999 240 MT20 244/180 TCDL 10.0 lumber DOL 1.25 BCVert(TL) 0.gl 4-7 >999 180 BCLL O.D ' Rep Sheen Mcr YES WB O.OD1 Na NeBCDL 10.0 Ootle FBC2014RPND0] MaiWeight:11 lD F`=20% LUMBER- BRACING- TOPCHORD214 SP Not TOPCHORD Structural wood sheffiNng directly applied or 2-9-1 oc pu11.. BOT CHORD 2x4 SP Not BOTOHORD Rigid ceiling pricey applied or 1000 oc shading. SLIDER Left 20 SP No.31-6-0 REACTIONS. (IWaize) 1=10B 7-0,3=12RAechanical,4=3WMechandal Max Hou 1=21(LC S) Max Upfft 1=i i(LC e),3=26(LC e) Max Grav 1=108(LC 1),3=M(LC 1),4=47(1-0 3) FORCES. (Ib)-Mex.CompJMax.Ten.-All lorces 250(ID)or less except wren shorn. NOTES- 1)Wind:ASCE T4P VIII=130mph(3-eecond gust)Vest=101mph;TCDL-5,Ops1;BWln5.Op5V,h=25ft;8=a"1-L=24ft;eaveylft;Cat. It;Exp B;End,GCn=618;MW FRS(directional)and C-C Comer(3)2one;C-C for members and lorce5 A MW FRS for rewbona OFFICE Fr 'tItIE C V 1^^�V shown;Winter DOL=1.60 plate gdp DOL=1.60 2)This truss has been designed for a 10.0 psi bottom chord IIw load nonconnlatent Win any other live loads. 3)'This truss hes been designed fm a live load of 20.0,11 on the bo6om dWId In all areas where a radelgle 3E-0 tall by 2-0-0Since Will fit bel xi en the boftmn chop azM any other members. 4)RNer to glyder(s)for truss to train connections, 5)Provide mechanical wnnention(by others)of truss to peal plate capane of vathstaMlrg 11 to unlit at joint 1 and 261b uplift at joint 3. AWAl1NND-YMIX rYY9npmepl�eW PE4D/p/(e ON rNYIXp WLLUDIO MIEx aEFEMNL£pgD(Ne)IAm.1aaVtll6eVOXED8E @NT Wp Inure only 1MIh MIuk�9cmeclax 6ttlW9ne Wfa0axYupv�lsamrelers Yawn,oMala m MMMAgI1WMpcangvml,rot ry[I d5lae .are Ml lain Ml naoriel".iMgyin�4llyo(dunct ngplaa ovJ an, Dcuflaa'ePinmMn YAO R¢ovadl Ma4rg WJm.&vlieln¢alutltlo pn�rvml LucMWy oIM1M.yMru—nhi ba'O/ hntlmemrolepey an.hlempvay und. wnl Mackg if .denW.Y , 5Yt4m-1-y- vent uAlW Wlln T-ia ll ym]LOPortV hxnWe rw. andoedvCe Nd9we kMkrnb IoeaDe.Nillrg In- -tMnr In--mlluvei nyaSIIaAMl/IRI QMIY GbMq.DAd9adlCV suaig0mlpwra T.WPUYe ayi MMy IMamokm avtMaFle ano nmflaie In511Me.'11a N.lee S11eet eJh aIR.HeimAl¢VRRRai4. Te11ps.FL 3'Ytn Job True Trvv Type Gly FN 1120NTOA CJ21 J¢ROpen f T1041/630 Job R f Wanell '^"'�"'e"•e'r^e^ WWO. eauawmne,na SOROS Aq 2020,6 MITekIMCMes,hc. Fa Feb 10,1:0/53201] Page IIID:Dgyb%dCRWCWwOPOS_SYyzpp60-I H[P]GEIWEPICi7MtpGja0V3TV/go IE0Wz M 211 2 f-I 3.5612 2 Sole=f:69 4 k 3® II 3 341= 2-L1 011 Plese OftsMa IXV I 11440 0.1 7I 110 1 1/O6 151 LOADING(paf) SPACING- 240 CM. T . In (ac) all L/d PLATES GRIP TOLL 20.0 Mete Gdp DOL 1.25 TC 0.0LL) -0.00 S >BBB 240 1 2441180 TCDL 10.0 Lumber WL 1.25 BC 0.0TL) -0.00 6 >898 160 BCLL 0.0 ' Rep Slrvs lncr YES WB 0.0 (TL) 0.00 1 Na We BCDL 10.0 Cotl6 FBC2014nfil 0] Metrix-MS Well B lb Fr=20% LUMBER- BRACING. TOPCHORD 2x4SPNo.2 TOPCHORD SWctu21wao sa thingdlma yapplledar2-1-1ocpulllns. BOT CHORD 914 SP ND.2 BOT CHORD Rigid Calling dimcllyapplletl or 100-0pc bracing. WEDGE Left:2x4 SP No.3 REACTIONS. gb/sUe) 2=4fVMeCh.nical,3�/Mecnanlcel,"IM-7.0 Max Horz 1=1](LC 12) Max Uplift 2=13(LC 12),3=-1gUC 12),1=i(LC 12) Max Grew 2=48ftLC 1),3=35(LC 3),1=81(LC 1) FORCES. (Ib)-Max.Comp./Mex.Ten.-All lomv 250(lb)or lav except wben shown. NOTES 1)W IIM:ASCE)-1G Vu0=130mph(3-second gust)Veatl=101mph;TCDL=5.Ops[BCDL=5.Dpsp M1=25X;8-=151C L=24ft;eava=4l1;Oat. II;EV B;Elwl.,GCp1=0.16;MFRS(directional)and C-C Comer(3)2oni C f.,members tortes 8 MW FRS lar reactions stlown;W mbar for W 1 l plate Me DOLT 80 2)Tmv EndDedtor submittal u loata orcolane oHheied bwig FaraMtls as Paetls0y41M(normal to the face),see Standard Industry Gable Mud Details special t Ip 0 bra,or consul[qualliled builtllrg tivignv as par ANSVTPI i. 3)Gadesss,h bende tgne Co. 4)The softs nv beendesignedtheogne,f a 10.0 psi lead 0ded on the load Wncorcurrem With re any other live loads. 5)'This Imss Iva been tleeigned for andany loth M ember on she Dollom MoN in all areas where a rectangle 3B0 sell py2A0 wide Mihir DelWeenthe r buy co0rtl connection members. 6)Rotor to mechanical for onnet0 n(brul connections tr Protide mechanical cdnnecpon NV others)of tmv to bearing plate capable of withstanding 131b uplift at)Diol 2,1 ID uplift at loin)3 and 4 J uplift at joint 1. V wndead-Yntly 4rvl)n pxeenlmm4aadD ND)ES ON 1M64NDWLLVOF YIEx aEFEMN0 facesM1)n,ha, .,a USE pesgn Wp lolme.,Wlh.1,ar mnedm OR tlxdnh 6lr>wt1 wYVugnrgmi¢Itu NowM1_d. ,,_..pagrp nonpormL rot a MWm Belvue usr.1. fro tlhlc'�C-1-cf,l�e"'Cha111yo1 d px Dh lam on3 PI�v1V R'*rxnale aM dewA hlo this M/aaun. wa<.ree.xaedalo Re.emewBww olYeFWf ml.rvebaw«em+dwartmaowv. e�nom�FertpmaliMo�q AN k Jwalrs ieerylealla SidAByoiv]logav�l cdlmx Mh Fa✓�eR layyyuggrytyly MligVe f donntlgJWce"Cord. bMn irry ,aM.INcrv.mecXcn m"—"C of Corel ou., .i a'eglL/R.GwXN e4Wb.but doo.11 WItip Conoodoo Ww e.AUE... Mylnlpmopon rndld9e ttoni li�Rale lnsXMe.21BN.lee yreaL Sldleal2/Ie�a lift VA2T21 E. inrq,FL=10 i Job T. Tams Type Cry Py 12856TOA CJ 2 Jack-0pen I 1 T1e414899 Mfq Comp Sppy eckpanvl , 32258 B.Of0s Apr202018 MiTek lfqustnec,Ire. Fn Feb fO 11d1054201) Ppat ID:Dllyb%JCR?VCW P ; Sryzppe9-1MI)NxGsovc51Nfp828LtIGyAupI—`9 'slf rageI 2-93 2 93 bole=f:B9 354111—2 2 I 4 �If 3s 3 sw= 293 E 613 Plan fJlieets pLY)- 110-0-00.1 n110-1-140-6-15 LOADING(pet) SPACII 2-OPO M. DEFL in Odc) Web UC PLATES GRIP Tea 2010 Plate Grip DOL1.25 TC 0.07 Ved(LL) -0.00 6 >999 240 WIND 244/180 TGDL 10.0 Lumbar DOL 1.25 BC amVed(TL) -0.01 6 > 180 BCLL 0.0 ' Rep Stress Na YES WB 0.00 Horz(TL) 0.00 1 We We BCDL 10.0 CWe FBC2014?712007 Matltx-MS W.1,M:101b FT=20% LUMBER- BRACING- TOPCHORD 2x4SPN02 TOP CHORD Statural wood shaathbg drealy applied or2-93 mpudim. BOT CHORD 264 SP No.2 BUT CHORD Rigid ceiling directly applied or 140-0 oc bredfp. WEDGE Lett:2x4 SP No.3 REACTIONS. (IWSIre) 2=68rMechanica1,3=42M1echanica1,1=10810-)q Max Horz 1=23(LC 12) Max Uplift 2=-19(LC 12),16(!-C 12) Max Gmv 2=66(LC 1),3=48(LC3),1=108(LC I) FORCES. (Ib)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except wren shown. NOTES 1)Wind:ASIDE 710;Vnj 30mph(3secoOd gust)Val olmph;TCDL- .Opsf;BCOL�Opel;h=25ft;8=45f1;L=24h;eavo7 f,,Car. 11;Eft,B;End.,GCPI=0.18;MFRS(directional)and C-C Comer(3)zcoe;C-C for members and forces 8 MFRS for Reactions shown;Lumber DOL-1.80 plate grip 001,-1,80 2)This truss has been designed for a 10.0 psi bottom chard live load noncorcurreal Win any Omer I've load.. 3)'This Imes has bean designed for a live load of 20.01 on Me bo8om chord in all areas Mere a rectangle 38-01.11 bY 0 0 wide will fit between the bottom chord and On,order members. 4)Refer to g'rder(s)for truss to lmss connections. 5)Provide mechanical connection(by others)of tuts to bearing plate capable of w8hstanding 19 In uplift at joint 2 and 6 l upldt at Joint 1. AWANINaVxYy4Wpnpvmiwae�gE4p/pFEq pN Ips ANb MCLYOEO MIIEk aaFE/IINCE¢44BIYl4Anv.I4aYNl696OPEV8E I.c-swXe re—usaµMeMMWre Own—mud vc-try ie eL.fty >tr{xvrnurlxrs N[mn. Oer,nn kAMWrM9cw�ml.rot �• IX4JM?'r� Bv3'p R]cmeJklo pawl WCYHp ofYghMM Niy le Vewp�wayipJ msnLhs /N� 14n nhblM orsern cW.'NzrnM.,owitMY�rvIWPevenf r+Mrlr++MnF�M+lenPiuea r K ayaC�niawnlh2lrp MITrwE k4ffi ffi . -unrXY. ma[:hn R. I:.., NusaaMnrm 111, pW+eIr @"II . fw Baxxtl Pa>ace rep dif6 me SOMyIrYamoXm ovdmleian Fpm Role HXMe.J18 N.lee SOeeI, 3fR.Newri f�haXNJo.aaadeuq KflWgey COT.pwwnl 6YM Ful EM BNtl _. rqe.FL 3]610 I Job Tve Ther Type of, Ply 12066TOA EJOB JACK-OPEN9 1 TIW,1f&10 Buildieq CompoeWM Supply, JeNu lee,F132255 Job Reierercn SorIN Sn1U s Apr 202018 vM*s Industries,Inc. Fri Feb 1011:04:55201] Page 1 10:DIIybXdCWVCWWOPa6_6YyappePVYPVa1HWDAye1M5Er2lLw0_IBMVJSROWLMbxm2D6 600 609 6 Spee=1:110 4W 12 to 3x1 1 g a ivd 1 4 SIS II 8 0.0 60-0 Plate Celeste IXYI It 0-2i 0.1 11 L.OAMM(pal) SPACING- 2-0-0 CSI. DEFL. In pop) Well W PLATES GRIP TCLL 20.0 Elate GOp DOL 1.25 TC 052 Ven(L1) -0.08 4-] >999 210 W20 24 90 TOOL 10.0 Wager DOL 1.25 BC 0.38 Ved(TL) -0.1] 4] N26 1SO SELL 0.0 ' Rep Stress lnv YES WB 0.00 Horz(Ty 0." 1 We ft BCDL 10.0 EOde FBC2014/TPI200] Maidx-MS Weight:21Jb FT=20% LUMBER- SRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Shudural wont sheathing olecOyapplled or Ill do polre. BOT CHORD 24 SP No.2 BOT CHORD Rigid Will Elrectlyapplled or 10.0.0 oe belong. SLIDER LeX24SPNo.316-0 REACTIONS. Ml 1=23805-8,3=16NM Mnioal,4 7WMechanlcal Max Hors 1d](LC 12) Max UPlM l=-12(LC 12),3—53(LC 12) Max G.1=238(LC 1),3=180(101),4=109(LC 3) FORCES. (Ib)-Mex.Comp,44m.Ten.-All tomes 25)(Ib)prim except Mien shown. TOPCHORD 13=261/40 NOTES- 1)Wind:ASCE 7-10;Vuit=lWmph(s-second gust)Vasd=101mpb;TCD1a5.Op f,,BCD1-80ps1,h=2511;8=150;---24X;save-0tt;Cat. II;EN1 B;Erol.,GCpi=0.18;MFRS(diretion)and C-C Exte00r(2)0"to 3 FO,IMsdOr(1)3-0 010 5-11 4 zone;C-C for members and fomes 8 MFRS for reaWo s shown;Lumber DOL=1.60 plate gr p DOL=1.110 2)This trlx¢has been designed for a 100 Pat bottom chord live load nlmoncurrent Mth any other live loops. 3)'This Buse has been designed fora live load Of 20.Opad On the bottom chord In all areas were a rectangle 311-0 tall by 2A0 Mtle MII M between the Wilson chord and airy other members. 4)Rater to gir leds)for Imes to trues,conneIXbne. 5)Provide mechanical connection(by others)of truss to beadelg plate capable of Mlhstsncling 12 to uplift at joint l and 53 to win at pint 3. AWA.a VM/x bYen pee'Man YpaFJa N01Ea O.V110 sed.1. /IeiERxNCE P1a6 seers—ICO "ef/OMe wKl lu u¢orYr Wm AYIeAOMIrecMi.nes Ceag�k[rxsOaYr Who 1vonNen Mown.--of Y✓AWUwI[WQMl cwnPM4nL wl Ilwayxlam.P.fwe le¢.RpdYQq tletlaM muS voOH me gMlkdMlry oetlo5xgxxm�elas oq G1c�nYm¢xFuueex6doeao n, Ilmovadl GJ.Ylp�xpn. BacYy YM:alephlogeVenl W Why{NNgrypin'f11�yMoq/w<IwtlmenLLvrsrviy.M�fM1M iempquyultl peymaanlG¢ig k5M'oY=�egY's1Ma12111yaW1ogewmndlryw ween exrssYM{m,wlN Yluy wvl pyMybTnq'{o, fw ye�wdq,ItlalcomgarinyM e� asers' nY.o3eAelNery,nnniNn wq dadnP of lnm�aoginlx5yilems md,W51/Iell puyly CdleM,OMd9ap aCR luYMpCm,pprlwn las, EMBMtl SOINy INanwXm oMdMe M1mm nlfa%ale YrcXMa 11a N lee Stent aIle.11].NeeraeAka VPZYJI4. Terrys.FL 9aa10 Job T. Tmss Type py Py 12058TOA U07 T104146R ROOF SPECIAL 1 1 Job Restance(a building ComponentSuppty, ace Ile,FI32258 J I,Reference(bout B.O10 a Apr 202018 MITek IMlcmw,l— Fn FW 1011:04:55201) Paget 10:011ybxtlCR]VCWisOPd5 SYyzppeB-V VWHUYDkye1M5E2LMONINMv35ROWLIb I b1O4 "a a-104 1.1.12 4.001z 3 same 117 2M II See= 1 T � $I 4 5 3A 'I oa 0 1164 1112 t 12 LOADING(pelf SPACING- 2-DO CSI. DEFL. In (I.) Weft Lrd PLATES GRIP TC LL 20.0 Prete Gdp DOL 125 TC 0.53 Ven(LL) -0.05 4-5 �m 240 MF20 2"m TC 10.0 Lv1-1 DOL 1.25 BC 0.38 Veh(TL) -0.18 4-5 >048 1W BCLL 0.0 ' Rep Stress Incr YES WB 0.00 HOR(rL) 0.15 3 we We BGDL 10.0 Coder FBC2(I1M1120D] Metrix-MS Weight 2111, 17=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing tl0ectly applied or 6-0-0 oc palms, BOTCHORD 2x4 SP No.2 except and clericals, WEBS 20 SP t3 BOT CHORD Rigid selling directly applietl or 1000 co leading. REACTIONS QlValze) 5=23M 5-B,3=1WM MnkW,4=a]M1echaniw Max Hort 5=10(1_012) Max Uplift 5=i](LC p),3=-61(LG 8) Mex Gray 5=232(LC 1),3=165(LC 1),4=111(LC 3) FORCES (Ib)-Max.GmnPlMax,Ten.-All forces 250(I1porless except wren shown. NOTES 1)Wind ASCE710;VUl1 130mph(3-..W gust)Veal=101mph;TCDL- ,Opsl;BCDL=S Op f;h=25ft;B7 M;b24ft;leve=4g;Cat. II;EV B;Encl..GCp1=0.18;MFRS(cloombnel)And"ExtahoN2)0-1-12 to 3-1-12,Interim(1)3d-1210 511 4 zone;C-C for members"loners B MFRS for reecliona shown;Lust DOL-1.60 pate grip DOL=1.80 2)Provide adequate drainage to prevent water porxlhlp. 3)This truss has leen designed for a 10.0 psi baaom chard live load nonconcierent wM any other live loads. 4)-The truss has been designed lora live Iretl of 20Ops1 on the bottom Chord in all areas where a rectangle 3 6 0 ail by2-" vOe Wil or bahesen the boftom cut and any Other members, 5)Rear to groans)for Imss to truss connections. 6)Provide romharical connection(by others)of truss to bearing plate capable Of veralanding 47 Ib uplift at joint 5 and 61 Ib uplift at joint 3. AWII=,no /y bYyn p�er'e' � fOr,hou CH]WIMapG"l Y2x aaf..P....oArev.lO0YNadhou �95n wltl Iw amu or1Y'Mln Mllrvk®cmrxbrs,RGtleYD�k LmdwaYrx�ntmrrielers Yawn.aM 61a m hAMAxf hrlpfp ccnµweni rol an�evnem een.e�.mewnnpeeYw.,,r,,,nlvemy ma nn»�xelNom�pw�alwemew.�lver�porae msamannlo�oewal wa�paeYen. wn.r,a lralealeal:mwwamlwwrgalrervl�ww�4lmsswma»vw�mrerrrernee wv-<nnwnlem k(Ywalx�egrlreOfw Sot-rr lto Pervi,"'Qn:wMtwmlMe pww ryuY m]PW Qualls, uMradol amvrenl MJM41 Mllek' IrAk anM na- e '-v o-e[nm rn.l,su:kg,Its. a✓Jn.1.1.m:u+MXL/IgI WMyc we-09utlK Welglp�pCgryp eM 6ew F.,b Emleea. ealN/Inlamanm uvtllttle ewn In®%ale Mrylule,'118N1ao50eeL 5Jte 31R.HamuAIa VRYLll I. � Te�rye.FL a361n I Ida T. Tess Ty ON Ply I12056TOA EJ25 Jack-0pen 710414812 4 bb Refinerso,tumoral) Buear, po 1Su'l , Jacksonwlle,F132266 a.ul O S Apr 202018—b —...-tries,Ix. Fn Feb 10114:68 0201] Pagel ID: AyloWRNCWesi 6Yyzpp69 Ata JUWapGBid-la WLE..OW6MZFIFFuplvKD6 S09 S0 0 2 acid=1:170 S.00 12 R� y5a` 1 1 a xe 36, II SPO S60 Flat—.Mae.lXYl- 11'0-00 a1EL f1'a1-110-0-131 LOgpNG(psQ SPACING 2-0- C81. OEFL In (bc) lMee Ud PLATES GRIP T. 20.0 Plate Glp DOL 1.25 TC am Varl(LLI 0.04 M >999 240 ML20 24VIN TCDL 10.0 Lumber DOL 1.25 BC 0.28 Ven(TL) -0.OB 3$ >TOT h. BCLL 0.0 ' Rep Stress Incr YES WE 0.00 HorztTL) 0.02 1 Na Na BCDL 10.0 Code FBC2014RP1200] MaVix-MS We" 1T lb Iii LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPGHORD Structural wood sheathing Olrectly applied or 540 m purlins. BOT CHORD 2x4 SP No.2 BOTOHORD Rigid cel.Ing 6trec0y applied or 160.0 no bracing. WEDGE Latb 2x4 SP No.3 REACTONS. (Ib4ize) 2=129rMechanical,3=68/Mechenicel,1=196r0S8 Mex Hort 1=5)112) Max Uplift 2=,16(112),1 6(LO 12) Mex G W 2=129(LC 1),3=91(LC 3),1=1%(LC 1) FORCES (Ib)-Mar.Comp.pAax.Ten. All looms 250(b)or.ess except when shone. NOTES 1)Wind ASCE 7-10;Vu.t=130mph(3®al gust)Vasd=101mpq TCDL-SApsi;BCDL=S.Opsl;h=25X;B=40;L441t;eave=4ig Gat. II;Exp B;Enc..,GCp,:i MFRS(directional)and 0-G Exteriar(2)0 OD to 3-0-0,Imedor(1)3 0-0 to 4-114 zone;CL for members and forces 8 MFRS for readiions shown;Lumber O0L=1 80 pate grip DOL=1 60 2)This truss has been resigned for a 10.0 psi ti choM live bed none urrent with any other live loads. 3)-This toss hes been designed for a live load of 20.Opsl on Me bacon chord in all areas Msec a rectangle 360 fall by 2.0 0 wide efil fit belwae t the bottom chortl and any other members. 4)Rater to girder(a)for Was to trues connections. 5)Pr0vide mecbenica.conrandion(by others)of flips to beanng pate capable of withstanding 461b uplift at Ihint 2 aid B lb uplift at Joint 1. QWApNYN-VMfykvappvwnwwawN pEAO Xa]H PY 11tlagNp NLLUa®.V/EN PEFEp4NCEYx4E M4]<]]nr fa6W16aEFOPEU]E. ' Cm'gr Wklla rmpYY wlln M1aleA47emvcFxs.IMnvens. $c.'unn iManeranslrown m4kroimxalNdud WX1Ng cunrwxpni.not Yalem.Be(ae�,an Wryw mumvaMylregcYcelglhol OeL{pp�onalom vA gopnlV Moipdoto lhktlaLL3nhlolM ovntll dlryq tlaLL3n fxacrq YMcal�kro Pevenl WC Mau,sed.uph�wepuq/a chu�]rrtarnpn pYY. AW0.vJ ynrrwraya'qµvrrgpnl dacFp b Rwawre`aweuMMLMlyggluqevmt Mlgw,Nln fw�epem✓x hxMad goEaMd�krge. Mire lu k' mlrrm.r nnraoe.decew.mm:4�nr.reL, xaor inkre:a.tmm.nlerea rneArlRmn euwlh awn,bae-n tlam anal waea ce��wwnl soar 9deh YHmAm wySle hen hrm Rule .RIBN.Lai Slrcei.S4b312 Neruexfa VPR131 E. I lertpanFL 3Y10 Job Tis Tues TV" aty Ply 12056TOA U26 Jack-C e0 4 1 T10414613 BUIMINCOMP osupaly, Ja&:bcawlle.IT 32256 Job Referelpe a ".nal 3.0105 Apr 202016 se I as Induebies,Ii Fri Fab 1011:as,se 01]Page 1 60-0 Dllyb%dCq'ryC 10: WwOPOS_6Yyzppe&}k WWVGB a4e C2i_VS FIFE I1 M BOO 2 fi Il Iran 5doF2 3 s T $ A 1 3 94= ee II 600 600 Plate OttsMs(X VI ft 6600.141(10.111 Qa 131 LOADING Spat) SPACING 280 CSI. Di In gec) Vdan L/L PUTES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.50 V.d(LL) 0.0) 36 >389 240 Nf120 2H/190 TOOL 10.0 Lumber OOL 1.25 BC 0.41 Ved(TL) -0.1] 36 a4W la0 BCLL 0.0 ' Rep Sbess Ircr YE3 W B O.00 Horz(TL) O63 1 Na Ne BCDL 10.0 Coda FBC2014/lPI200] Matrix-MS Weight 201b FT=20% LUMBER- SPACING- TOP RACINGTOP CHORD 2x4 SP No.2 TCPCHORD Slu1ral wood sheathing directly appAed or 680or,purifns. BOT CHORD 2x4 SP No.2 BOT CHORD Rgld mlling directly applled or 1 O40 do bracing. WEDGE Let:2x4 SP NO.3 REACTIONS. (IOBI]e) 2=157/1,CManlcal,3=B1/lid.h noel l23 5E Max Hors 1=]t(LC 12) Mex DPIUM 2=-55(LC 12),1=e(LC 12) Max Grav 2=15](LC 1),3=110(LC 3),1=236(LC 1) FORCES. (Ib)-Mae.Comp./Max.Ten.-All forces 250(Ib)Orissa except when shown. NOTES 1)Wind:ASCE 7-10;VJ1=130mph(3-aecond gust)Vasd=101mph;TCDL=5.0,d;BCDL-Sops[M145X;B715ik L=2411;aavedf;Get. II;Exp B;Enci.,GCpk0.18;MW FRS(ClredionaQ and CO Exterbr(2)0.0-Oto 3-0.0,Inte0odi)3 0 0 to 511-4 a ,,;C-C for members and fomes 3 MFRS for madlore MOM:LMnber DOL=160 plate grip DOI-160 2)This May has been designed for a 10.0 psi bottom chord IN.load omwoocu3ent with any other live loads. 3)'This 1tuss has been designed for a Note load of 2O0par on the bottom i In all areas where a rectangle 380 tall by 2-0-0 Md. AIR fit between the MUM chord end any other members. 4)Refer to gider(s)for truss to Voss connedlons. 5)Protide mechanlwl connection(by others)of truce to bearing plate capable of wilhslLtxling 55 to uplift at joint 2 and alb uplift at joint t. Q µM rVaex�a/4npemnv=` P810 eW/1Ma4Hp NLLUON M/Ex aERA1H[EPI W74Mman 1MMale 9£FppEVbE o PuanWlan Beteue.3n Ma�Ag0.4,m�muAv«tly Me4AMcellMol�^am mt«n»lanaawro«lywcup«owtldry, InOO n1-1 6U�awls ®M hSkYlMud�o6mPewnt[waMaIMFN«YlnmwSDaN/«cni Mv.Md.WoWnw adpN,na'a1 bri m Bk' 2 kolbn:l«q�e.anYmv.aMbnaq dc�t4re wlm nv�nranxvx M�+r exM POWm O.mods for not an"ia "Und,e 9]IM1'IrYwmoXm wdlRAe n«n Lim l'Iole Ml�le�tlBN.lm�r5 eel.SJk ail Pl m/i'JwillII OOM, bNM..and CN TnrgetF_oho. Job Tar. T.Type cry ply 12066TOA Fol GABLE 1 t T1M146N BuiM1,CamporeNJab Reference o boned Sippy, Jmksorrville,Fl32256 8.010 S Apr ad W16 Mil tndisMes,the It Feb 1011:(4:67 2017 Pagel ID: dCRNCWaQPo5SyyaPp89-RsXP?Jk40.W1011A1GbpzeuTg601apEOWfRmusi 4 am 0m scale 121,4 lad 2 3 4 5 6 1 a 9 10 11 h — 24h 22 21 20 19 IB 17 16 15 14 13 12 1 W= a4= a4= 1-612 3-1-8 bbd a 1912Bib 10414 1280 140.1,2 lbab 1-6 12 1812 1612 1812 1812 1612 1812 1812 Plate Chad.IXYI 121 O1E Edged LOADING(p50 WP Ni 2-00 CSI. DEFL. In app) been IM PLATES GW TOLL 40.0 Plate Grip DOL 1.00 TO 0.11 Ved(LL) We - We BBB W20 244M90 TOOL 10.0 lumber DOL 1.00 BC 0.01 Ved(TL) We - We 899 BOLL 0.0 Rep Shess Incr YES W B 0.04 Horz(TL) 0.00 21 Na We BCDL 5.0 Code FECM47P12007 Metrix-S We1gM:Vu Ff=20%F,11%E WMBER- BRACING- TOPCHORD 2x4 So No.2(aaq TOP CHORD Structural rood slreelM1ing dlreclyapplled or 10-0-0oo purtim, BOT CHORD 2x4 SP No.2(6at) except and sadlcals, WEBS 2x4 SP No.3(Ilat) BOTCHORD Rigid calling directly applled0r60-0001i Except: OTHERS 2x4 SP NoS(Ilah 10-0-0de,bracing:21-22. REACTIONS. All bearings 148-8. (tb)- Max Grev All reactions 250 to or lees adjolnt(s)22,21,20,19,16,17,16.15,14,13 FORCES. (lb)-Max.ComibMax.Ten. All fomes 250 gb)orless except wfien shown. NOTES 1)All plades are 1.5x3 W20 unless otbemnes,helcaled. 2)Gable regJires oamirwous Whom Moral theal 3)Tmss to be Milysbeath.d drum one face or sacumy bmced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1 ck oc. 5)Recommend 2x6r attached to do edge,spaced at nOsor oa And nn id by of tl to esaM1 truss wi1M1 3-10d(0.131'XT)nape. Shongbacks to be e1laMetl b wells at their ends or resiminetl by other means. AWA/NWOVueyaWpn peyMee�paE10 NO)Ei pl)yb IXe NCCVOEpealLTae)FPINCEVIaFY)4Am.IWYiY1169EWa[YeE IJeWj�wW)Iw ueaxY'MP Mlek®cwmeclo2 M[Or.YT6dyAwYY Ww�Wanxlemtlwvm.mtlklw mFtauMM[vNdig canGuwnt rod ximryilem �1adndl nM1lMM dadlMa msiong l¢g1MCMINol�ry.d.sotl wa�onY NcaVaale Pk neYan MO B¢�rvadl btlwTv�aaAerl�nbvYmedblo Pewenl lveYep olkxlxtlid xuawebaq/welwedmenbaswxy. MglW rylemrxnayvgrenna,wabMg 1' akdllYaH WlaevwJ cdl[gaxllM1paYJaFxl lilry a,d aa�wNmawa. Fa 9a.,xdpce�Wa(LY3 Ma ^• xlxholpM1 elap3e.deNay,axaMnaW dskgd M,pwuglnmyy[Iem(wMN51/INI pwXY CMxIo,O5ad9 agBCR Nilp Conx>eM aW4P.M1eEY as .HYY IryameXcn pNyaDlotan b�PabxpMe.216 N.Iea SAeel.W1e 412.NemMp Vg2YJ14. Teirya.FL eaB1a J� T. Tn®e Type Oly Ply INNTOA F02 ROor Supponed Gable 1 1 T10414645 me Reference(optimal) BI IpC pone Sppy arts II , MN B.Ot0agpr 202(116 MITek e6lMustrles,Ile. Fn FaL1011:U4:58201] Pepei 0}{e ID:DIIybXECR?VCWwOP�SYyzPpWPV;S CKJMr1NU4M1a62WKOenWmBZGW%]Zk'Iux W 3We=132.5 320 M FP= 1 2 3 6 5 6 T B 9 10 11 12 13 14 15 16 17 I 3B I^ 34 33 32 31 30 29 N 27 26 2521 23 22 21 20 19 16 } .d4= 3ed MFP- ad II 1980 &60 PI I OXseR D(Y} 133 O1E Edcei LOADING luso SPACING- 2-60 OSI. DEFL In occ) IPoNI VOTUTE'S OBIP TOLL 40.0 Plane Grip DOL t00 TO 0.10 VWdUQ n/a - We 999T20 24U190 TCDL 100 Lumber DOL 1.00 BC 0.01 VeXRLjrVe - Ne 999 0CLL 0.0 Rep SreealnaVESWB 0.04 HOrz(TL) 0.00 33 Na Na BCDL 5.0 Cod FBC20147TP12W Matdx-S 9Ight 8916 ET=20%F,111 1E LUNBEfl- BRACING- TOPCHORD 2x4 SP NO.2(Xao TOPCHORD Stluclural wool sheaMng lllac0yappllelw10O-0m BOT CHORD 2x4 SP No.2(flel) Purilrls, WEBS 2x4 SP Ne.3(X81 excepnentl dlreMy. OTHERS 2x4 SP NO.3Xat) BOT CHORD 109 ceIlinglire,:33-Ullatl or 6-0-0oc bracing, Except ( I 10 QO oc bracing:33-34. REACTIONS. At bearings 196-0. (Ib)- Max Unill All WV10016014ssat(01n1(s)78 Max Gmv All reacfiOda 2501b Or less al lohtthd 4,18.33.32.31,30.20,28,27 26,24,23,22,21,M. 19 FORCES. Old-Mex.Comp Vax Ten.-All forces 25)(to)or lass except Men shown. NOTES 1)All Plates are 1.5x3 MT20 wens omelwlse Incicalel. 2)Gable requires continuous whom chord bearing. 3)Truss to be fully sheaffel from one fw6 Or semrely braza0 against lateral movement(i e.diagonal wee). 4)Gable studs sewed at 14 0 oc. 5)Proade mechanlcal conneo6on(by Owers)of Russ to healing plate capebm of wilhadwaing 10016 uplift of jointed 18. 6)Recommend 2x6 st.wwk.,on edge,spaced at 160-0 oc add fastened to each Ind.with 3-1 Ol(0.131'X 3')nN15. Shorlabacks to be aftachad to walla at their outer ends or reshmned by other means. 7)CAUTION,Do not erect truss backweNs. QWAflNNa VMy b/pn/evulue w4 PFIa MOIES ON 1MEIHO NCIVOFO M/EN PEFEWNLE pIYP.18)dTJ m.IWYAIbeEWNf a9E CeS9�Wyly useoMV WT MIekRc<xetcluy.RYi Mg{ehlmetloNYaWli Wanglers SMrwn.mtlaMm MutlxepAglgcanpapnt rot Ilma'pMn.�Iwe,w.IM ILL4fyer mut wIH IM q;Alrs[:rlry of W WYr W mwle2m]pMMlYtugWrale MMr¢n MOYreovertll a4 AH n. ®wFW h]kcl 11 Peva,i txa lr9o11MNk1mlims 1,111-/a.... M¢ISU uaduawdosdd UY ml PoaaaaObmM M ek' k�lwoyxrw,dad MekkleYbpevenl wllryee wM,rNAAIIO1-1.fpry orcl poneaY dan�4 ra�,atapMace rad t1gM SalMyllYmneXcn availed r—u—Ml 1' rgol lnrsseFpMlrtm Mlumc aee.1--all 1A 11 C,SNb,pY.Nap 9CNWpnp GpryprwM Pant Ep BMd .218 N.lee Yecol.9Sle J12NomMria VP PB I4. Tana.FL ma10 Job Tva Tns"Too OIY Fly 12058TOA F09 TI091d&8 Flow 12 1 JOU Relwerce o Sorel Brdlting ComponentSrpply, Jecksornllle,Fl32256 8.01osAq 202&9 NJMklnoRE07,bc. Fn Xd 101+at4:592oOWmZ f ID %dCR'NCWwOPoS SYyzpp69NJbDBK_cREO]eNTItlH2%LpwWZwM10UYOMzm202 61d Hi 13.0 ..I no 6B- 9peml 8= rw— 41 38 FP= 1.L31I 1.5af 11 a4= 1.96= + 2 3 4 6 6 ] e e 10 i 11 s. 24 I� z+ 20 19 is 1] 15 14 13 12 401= 4w= 3,12411le 1-ISFP= 4,5= 46= a� d two 44& B8& la oq 1550 1880 +g8o 'So z8& za9 660 -8O 2b0 lad Plate OReeh IXV1 11 Edo 0.1 II 618 Ed 112Ed0e.0. 11 'P18.Ed0elf P BEtl I LOMM(psi) 6PACIr 2 do C51. E�:FL In Om) Wail tW PlATE6 GPoP TCLL d0.0 Rete Grip DOL 1.00 TC DT2LL) 8.321)-18 >T2 360 MT20 244119& TCDL 10.0 Lumber DOL 100 BC 068TL) 0511]-18 >456 240 MISSHS 2K190 BOLL 0.0 Rep Stress lncr NO WB 0.6) TL) 0.09 12 we rm BOOL SO Cotle fBD2014/TPI200] McBlx-S Weigh:101 IU FT=20%F,11%E LUMSF BRACING- TOPCHORD 2x4SPNo.2VIM) TOPCHORD Slmdurelwwdshea Wd'rectlyepplledorS613apuim. BOTCHORD 2x4SPNo.l(flal) except and veil... WEBS 2x4 SP 140.3(Ilan BOTOHORO Rigid o&Iing directly applled or t 1168m bracing. REACTIONS. Ob§lea) 22=105710-58,12d485/Mecharsmal FORCES. (IU)-Max.Comp.Rvl te,Ten.-All forces 250 Ob)or less except when shown. TOP CHORD 1-22-105&0,11-1 2=-2481M.I-2=1083rD,2-3=2]051,3-5=-3]201,56=4227/0, 64=-022]/0,]-8=-022)10,8-9=3750X,310-274M.10 1 1=-11sWo BOT CHORD 20-21=0V2041,19 20=(YW42.18-19=0/40n,17-18=(X422),1597=014095,14-15=0/3377, 1314-0/2095 WEBS 11-13�1383,1 21 11398,10-13=In010,2 21=-13 3 31,10-14=0810,2-20=01 23, 314=67410,3-20=89]10,8-15=110518,319 /531,B-I = Op,5-19-49510, 917-185314,s18=-1]262] NOTES- 1)Un alaru ed floor live loads base been considered mr this design. 2)All plates ere MT20 plot..,Ins o1hersom Indlceled. 3)All plates,are 3x4 W20 unless othereem Indicated. of Refer to glyder(s)for finals to tNse conn8[4o16. 5)Remmmer d 2x6 shongbacks,on edge,spaced at 1660 .1 and fastened to each truss Min 3-100(0.131 X 3')nelb. Slmngbacks to be etlached to walls at their outer ends or resimined by other meers. 6)CAUTION,Do net erect Imea backwards. LOAD CASES) Standard 1)Dead a Floor LWe(ba vrusm):Lumber Increase=1.00,Plate Increase=1.00 Uniform Losda(qt) Vert:1222-10,1-11-100 Ccvsentri Loads(lb) Van:11-1438 Q MIM1YNO-xMlyCMan PevrMmur4PEAp Npl6CNfa(44XaaICd.pEOWlfxeaFE/IIMCE PAOFY)dNnr.I4�A1Ia9FFPPEVY. CeM9n rdltlbrv¢aiY.dw rxlpN&cmrecba 1105[IaLT 6PVA MY Wcrr�mrolan Novm.aN AlamhfI . WgNp cdwuenr.mi dInssylem,pelwa m.IM dYMrp ikayJMr mulvalN 11n4GMedMMd IXiµT rvanetersotlrxcr>MYMu'Wak MY GaWTIik�IM overol l0rp tleSgraa Aglrvltalmalo peNni brcMCr9 oIM.WYrN¢weDad/wcMOmemdn.Mr.AMWd1emMW mtl�¢nl lx¢eg Mllek' aver.aced lormnmvmalowap,lcalwwmPanler+�:a,a nk.r�r.r+aedv dwaa9a. Hx 9w.+a alewrca re9wa,9 n,e Ilea, LLvy.tlaMery.rnccMnmf har:xgdmi�wamep.pmx ANsr/INrWiIFGI1Ma,M9Mvq eCLwMgCanpaMnr eWd Pup EW ex.. 3wMFINha wnwxer,avtldxe hcni 1n6 Rale MMe.R19 N,rea Sweet 911e 912 Nexmp4 VAII311. I.s.FL.14 Job T. Tram Type OIy Py 12051 Fort, Flaw3 1 Tllfll 4r Balding Component Supply, Jeckeornllle,FI 32258Job Rare.. mrd 8.0106 Apr 202018 MITek Ind finite,Irc. Fn Fop 1011:04:59201) Page 1 ID: flyD%dCRMWaGPtdSYyrpPdr4 gK_cREO)etamnat-Mb,gywNIZW4pUYCl, I D, 6b8 H 1180 1'J' o-te s�=I aa.o me- _ m= 318 FP- 15XJ I''. 1.50 I pg= 1.w- jr 1 2 3 4 5 8 ] 8 6 10 11 24 21 M 1e 10 1] 16 5 14 13 - 41= 3xl2MLSFP=141 41 180 480 &60 1360 1580 180 1 E 1840 1pbp 289 280 860 280 280 Plate OIIBeN(XY1- Idpe 0131 I11 0.18 EE i I1]0. Edo 1 118 8 EOpel LOADING(ped) SPACING 2-00 CBI. DEFL. In (ot) NO W PlATE6 GRIP TCLL 40.0 Plate Grp DOL 1.00 TC 0.58 Ven(LL) -0.321)-18 Ml 380 wn 244180 TCDL 10.0 Wmbw DOL 1.00 BC 0.]6 VedQL) -0.501)-1B a462 240 MISSHS 244190 BULL 0.0 Rep Strom Incr YES WB 0.66 Horz(TL) 0.09 12 We We BCDL 5.0 Code FBC2O14/lPI2007 Matdx-S Weight,1O1 to FT=20%F,11%E LUMBER- BRACING- TOPCHORD 2x4 SP No.2(gal) TOPCHORD Stmdurel woodsheazMngdractlyapp11edo15-7-12 cwpudllW, BOTCHORD 2x4 SP No.1(flet) except wb vanicei WEBS 2x4 Be No.3(flat) BOTOHORD Algid telling directly applied or l U000 ce bradW. REACTIONS (Ib/sl2e) 22=1f)S4¢58,12=1O53Po-16 FORCES. (Ild Max C,an,Nax.Ten.-All itmm 250(Ib)or Ie,sextepl when shown. TOP CHORD 1-221047/),11-12=-t0gN,1-2-10)8/0,23-269010,3-5=3)00/0,5 6-4190/0, 6-0=41900),)-8-419M),8 9-3700m.Rl 1,M90m,1611-10)6/0 BOT CHORD 20-21=02031,lQ20=0Vn23,18-1fe(B405).I)-18=014190,15-17-=(est()50,1445=0/3323, 1314=02031 WEBS 11-13-(V1391,1-21 /1391,10-13=-1326/0,2-21-132M,1ll4-=)d9l6,2-20=0/916, 914-8 ,3-20=380/0,9-15=10524,3-19=01524,8 15-MM.5-19=48710, Bt)=-1)SI51],518=-1]5/51) NOTES 1)Untodanced floor Ilve loads have been considered for this design. 2)All plazas are W2O plates unless otherwise Irritated. 3)All plazm are 3"W20 unless otherwise ildica(ed, 4)Recommerr 2x6 Shengbacka,on edge,spaced at 1080 ne alb ladened to shad,tram with 3 10d(0.131'X 3')nal). Slmngleacks to be attached to walls at that order ends or reoffered by other means. WIIWNn VxI/H 4v an pavmra Ea ON ileo INOYICLYOEp%-KWaPEa4NCH P44H1® I4pb petlW,mMltll IYAIb MIaLF _IDI �leJgnk�ma wiyr[MMaro grt yp.uo qpa FdNJ rdt ahlmmlrvm &i .IJI,Lry yye .NIM gXAk YMIN u,ayl,n gaaneMSmlggienYd'..II. +µ ,. ]I wa.,dmw a r, ern . ¢ ware �m�swm�worar ra N® mr aeaw q wenn MITOW kr ns YW - nymrllr - nes Pmnw Ir-' sarw sdme n. rot she mnuaaxdmin, renes shasm n9w�n.tla'NaN-o—and Go.-A�q o,n�caxaMll�m-ryil�ni,ssre/,XSVRII OuyneXxb,oseaseq 0C51lullan9 eanpamnl 1 PIt sel alNY Iwani011m aWIIXYn hmn Lw'%ale InsI11Nq.41a N.lee Shxl.Ylln J@ Plexaxxq VP22J I1. Tenpe.FL 3410 Job T1I6s Trans Ob Py - 7104148/9 12056TOA FOS FI0a 5 1 tllxl611p Component 6LPWY. —neem,FI 32256 3.010 a Ayr 202016 MIT as Ims"diea,Inc. Fn Feb 1 U 11:06:00 Sol 7 Begat D:1111,1CMVCWWOp"A SYyryp69-NlDOdOLdNIMFbE21 OB WblW6DEpl41gatD6ypnn2D1 OI-0 1:25.1 TRUSS IS NOT DESIGNED TO SUPPORT CONCENTRATED LOADS AT ITS CANTILEVERED END(St 4m= 1.6tC1= f.SCi= 1.w 41= 1Z= 2 3 4 5 6 ] a It 119 p f ]yl 19 1a 15 11 1a 12 11 9 4*B= Is. II ass= 38= LSX) II 180 40q E]d E o-z P99 1za9 138-0 1 8100 160 2EO 2-YB 21012 289 Iia P1E 110 Plaie Odsets 1LD 11 Edea 0.182-6 . AEtlgal 130.1-SEtl 11130.16 Etlo1 UADING(pa) SPACING- 2-PO CSI. -FL))) In IIx) IMeX A PLATES GRIP TOLL 40,0 Plate Gdp DOL 1.00 TC 0.54 VmhI-L) -0.1412-13 x990 360 MT20 24N180 TOOL 10.0 Lumber DOL 1.00 BC 0.80 Ved(TL) -0.2012-13 a80D 240 BCLL 0.0 Rep511asa inn YES WB 0.44 HOrz(TL) 0.03 10 Na We BCDL SO Code FBC2014?PI2007 MatdxS Weight:SO lb FT=20%F 11%E UMBER- BRACING TOP CHORD 2x4 Be No.2(dal) TOP CHORD Structural weed sheathing already applled or&a0ocpudlos, BOT CHORD 2x4 SP No.201M) except and vemaals. WEBS 20 SP NoSglal) BOTCHORD RlgldcsilingdlredlyapPliedo110-0-Oabmcing, Except. REACTIONS. ( 17=73 ,10=66 6-0 Ox owing:10-11. MaXOa17d37(LC 3),10=881(LC1) FORCES. (Ib)-Max.Comp.IMax.Ten. Afforam250gb)Orlemexcept Mien,bean. TOPCHORD 1d7-7SUO,1-2=-M1N,2-3-163 ,34-204rW0,45-2040/0,56=-16]710, 6-7=-71M BOT CHORD 16168346,14-15-0'2040,131 4=020 4 0,12-13=N1 W2,11-12�I333 WEBS 7-10=3329,1-16=W829,]-11 923,296=E .691=4 .2-15=0/474, 8-12=01476,3 15=-57M,5-12-417N,5-1 3=11 213W NOTES 1)UMale nead door him,loads have been considered for this design. 2)All plalm are 3x4 MT20 unless otherness Indicated. 3)Rexmmmd 21B stmngbac9s,on edge,spxetl a110-0.0 x and fastened 10 earn tmm nM 3104(0.131"%3')nails. Slrongimelm to be attached to walls at their cruder ends or motheretl by olhx means 4)CAUTION,Do not area Imes backwards. ', QW4pNaaVTn4'a+V�Pe�=W pEte N028 pI1MSINp NELYO®tl/EN pEFEpA/N.L pIOF,YNAm.IaWNI6 aFipaEYSE PSp,yid la uSeoMY'Mn M1eA®ccnpt ids.Rttleiai abmtl NlY VSXI Wanele¢iMrvn.mtltMm Muk1M[uMpwry�ien{m1 N msnnlem 0rvJ. d¢G@areda IW�mW VeilNnp yplNlllY ofdaxx,paanplarm]IM nv L1�MAlNle ntdeLLaJJOIM mre�tll wdare nesD'. e«Ind,n9raealaaemlaava�ne.ra*genwwa,d mo Weomalaaolamanr.�ei:o y.wueonnlaml>ow�dwm�amaNm� MOW nainrm`n,��l arpda��:`a�od�m��ias.°�w«ma�saaweim�I woi�M�c6'�i�la�b 9au°�aw��woann�e Walnpampnxnl MOa Ptlu E�1 BN4. eddy lNomwllonaWNFknminw Hole tislllNe,ileal,tea,Ireel.aJ1e 31R NemMFa Vh Y131 G. TvryL FL 3M10 Job Truss True Type ON ply 12056T0A Fee Floc I I T104146W Res fo boredl buildint,Cornecenint Suspy. +.u..+xrvnre,n.irex6.p106Apn202d16 MITakln----M,loc. Fn FFb 1011:05:01209 Pa2e1 1 .DaybMCRIVCWwOP�-5ygWW-10MMMMF83U5MYPEbSg[7y2401tlamM-pX Fn h-14) H f =1:22A Set= 1.x9 5d= 1 2 9 4 5 6 ] �6 1] 15 I� ge 13 12 11 10 9 3B= 1.SKJ II 1-6.0 1 990 ,-100 13A-0 180 zL0 s<a za0 PIM.0gsels IX`/1 13Oi- Etmell]vib. d 11S0-1-8Etl irli MlOEd01 LOMM(psi) SPACING- 2-00 L&. DEFL In 0.) Maga L/d PLATES GRIP TC 40.0 Flats Grp DOL 1.00 TC 0.40 Ven(LL) 0.1010-11 >999 390 M120 2M/190 TCDL 10.0 Lumber DOL 1.00 BC O.T4 VedRL) -0.1510.11 >999 240 BCLL 0.0 Rep Stress lncr yE5 WB 0.43 Horz(TL) OM 8 Na r✓s BCDL 5.0 Code FBC2014?PI200T McMx-S WeIgbC Tib ET=20XF 1%E LUMBER- BRACING- TOPCHORD 2x4 SP N..2(U) TOPCHORD Structural wrwd insetting directly spelled!or 6-0-0oa pudlas, BOTCHORD 2x4 SP No.2(tlat) except it ver le. WEBS 2x4 SP No.3(6at) SOTCHORD Rigid calling directly applled or 10O-0 no bracing. REACTIONS. dosiz9) 15=]13N58,8=]1310-55 FORCES. (le)-Max.Comp/Max Ten.-All brows 250(Ib)orless except when no.. TOP CHORD 1-15-7100D,Tom-]0710,1-2=89510,2-3=-1601/0,3d-191M,a-5=-1918/0,5 6=-1608/0,6-7,69310 BOT CHORD 13-lei 12-13=0/1918,11-1 2-6 1918,1411 01187a,9-10 ]1301 WEBS T-9-01893,1-14=0/895,6-9=-845/0,2-14=83710,6-10=0/424.2 13-01430.590-3)210,3-13=-50110, 511=-132298 NOTES 1)Unbalanced door 11.loads have been considered lar this design. 2)All plates are 3x4 W20 unless otlrenwise Inxf sated. 3)Recommend 2x8 s0ongbacks,on edge,spaced at 10.60 pc and fastened to said,truss With 310d(0131-X 3•)nails. Stiongbeas to b,adad,ed to walls at their outer ends or restrained by other means, tlwq pxlV4-VaXy MlpnpmvMneW pegoxplES gY]XBxxo NLLUpapM/Ex pEFEMNCC IIaF xb)IAm.IOOYIDIsaEW6E U3E o�n�rtyniem 6fwaa i�ae�IM yJW WL1ww m�rsl v�aA�1Mq �fil Mxx�Mwnete¢fiwwn.mdelwmMNce¢IW�pcpupysger.ml n Sq�w1r,. aacFPL�lkaletlhlo lHevenrluN N 1�pl:YrMmrelWrm]PM�'nY Vcul+"+rale srerlmMnllbll¢wadl 9�ealralww mmwpdawrc�norarpepm:mv.rmlarin l�pwrwuwrerrrpwxln�n9 ek• k�m�w�nw.unnv wa mn.A�pf d61¢:ewn�wuece�ewrmdaoP�rlv.x.emp rarere�d a�xwwe�x9oax�9 xw Iraeeaadee aaloine arwlloneM d«lrvn or miaesona nu¢gammv wapXLMI GViry elYwp DYds mleCy WgConpwra ePoe.RLe sMd SNMylnlpmenm avdadei�w,L�Rare lnsnMe.218 N.Lm S1rceLSUie 912 Hamtlil¢VR2L116 Terrye.FL aE10 Jop truss T—Tres Dry Ply 12066TOA FO] 710414850 Floor Giller 1 1 BU Id rgG po iypfy. JackwrMIM,F192256 B.etOSAPr 202016 MiTek llarMNes.Irc. Fn Fap 1011:05:02201) Pepef O:DgybXtlCq]VCWw9P�SYyrap69uuK02iMNMcy BOgepB-0ApEWAVy2MBiClbzmID] 0.bB H 1 311-12 144 18 .1224 4xs= _ ,use= I.Sa3 MSFIAU 1.5311 Lear= 1 2 3 0 5 g ] g J7 Is 15 14 13 12 11 10 _ ses 14411 yg= 310-0 3112 SL2 1340 nus Plaie Olisats l%VI It Edx 01 BI I 8 Ed 1 151 -6 Edgel 112,0-1 8Etl I LOADING(psfl SPACING 2-00 CSL DER. In (I.) Mgt UE PLATES GRIP TCLL 40.0 %Me Gdp DOL t00 TC 0.4] V.MLLI -0.0911-12 >999 360 wN 20190 TC DL 10.0 Lumber DOL 1.00 BC 0.7e VeMTL) -0.1511-12 >999 240 SCLL 0.0 Rep Stress liar NO WE 0.51 Horz(TL) 604 9 Na Na BC DL 5.0 Code FBC201ATPMV McMx-S W.BM:74M FT=20%F,IME LUMBER. BRACING- TOPCHORD WSPNo.2(0et) TOP CHORD Struduml wcca sheathing directlyappleed w6-30w puffins, BOT CHORD 2x4 SP No.2put) except and veNcals. WEBS 2x4 BE No.3gI.t) BUT CHORD Rlgld ceiling dimctlye{gliW or 100-0oc bracing. REACTIONS. (Iavalze) 16=840AP5-8,9=764N5A FORCES (ID)-Max.Comp.Mlax.ien.-All tomes 25o Qb)or less except wfien shovm. TOP CHORD 1-16=-8357,8-9=]59N,1-2=83510,2-3 19)&0,34=19MPo,0.S-2212N,56 2212N,6-]=PB4/0, 6 5-5 1 BUT CHORD 14 14=-2 .113-14=02212,12-11-0/2212,11 16.8CB],1 ,7--1410 WEBS 314=W,f05,, -11 -310]6,2-15=101]/0,2-14 /615,690=pNCd,)-10=-918/0,]-11=N692,6-11=d50Po, 612=N405,4-14=J]544 NOTES 1)UMaMnced floor live loads have been Considered for this design. 2)All plates ere 3x4 W20 unless omerame IrMicated. 3)Recommend 24 stmngbacks,on edge,spaced at 10-00 p all festened to each trs4 reth 3-1 ad(0.131.x 3")palls. Smnglurim to W attached to walls at liver clear was or hatermel by other means. 4)CAUTION,Do not erect truss backwards. 5)Use USP MSH422(Witty 1W reals Into Girder&10a halls Into Truss)or s0uNaee rt at 3434 from Me fed ell to connect Vuss(es)to pack I...of top CMord. 6)Fill all nail Ml0s where hanger Is In contact Wth lumber ]) In Me LOAD CASE(S)section,loads applied to the lace of Me truss are rated as Icon(F)or back(B). LOAD CASE(S) Standard 1)Dead,Floor Live(balenced):LMnbvr Increase=1.00,Plata Increase-1.00 Unffr Loads(pit) Vert:9-16=10,1 8=100 Concentrated Loads gb) Van:3=-1n(B) QWAxIMEM�te%M1.�npmMem NPFIPN01FS gV]/ixNONLYI/papaplEN PEFEg4NCEpleExa)IAm.100.V.tlIe BFW/¢USE IIS Ik4T WtlruabeaYY�aIM MIIIxW ccneclors llYcdetbn Rb dwYYaP 4xaaneten5laxT.mtl6lw an MN3vl Furoxgcominrml,rot moa Mmm.�laevn.Xe dlrtV dr-`4rr.coal valN tte qxx.�ryoltleapr lxx msm]pgeeY Mc,>tPwaM lMaeY,Tr xeo rinovertll Wdrg�Ypa 6actgkatal�l[io pevenl Gcyeq olxMMAxY Dail/acM.atlrnmMaepYy.OtkpRvylgnpxuymyYwnpionidMrx{ k won rew�l la rrxen apo len...�rrloc'uh. mnn�ax+e nerawa�wvaw,mmenvmean. r..wrwraexlmee raa�anlne �MITeK ltbadM pgo3a.aeNny.pxcpyragasFu.. mm.aaM mm yiltxnc xalNll/INIGMycMxlgpaaaaaM loftBualrp Conparwnl k'ew VN.EUI0sed anMYlMwmelNa�nMrcora 1�Rale mmkna.zea h.lee sn...sxMalz aed,mo.vnzrala. ].,pa.F�axto Job Truss Trw PType Oly Pty 12056TOA Fp8 BOOT1061488f 2 1 Job RelWerce o clonal Builtlllp GomporeN Supply, Jacksomilb,Fl92258 a.0106Apr202MITaklntlueaieslrc. FR F :O5U2201] Papel O:DIIybXdCP9VCWwOPa5-SYWpp8aS 9ouK82iMNMCY BORBpB_9AIQZpb02I2✓V]1]29C1hmIZD1 "a 130 4xa II tbb II 1 2dee3 4 5 g LSa= Y 13 12 11 10 9 g 1.Bs3 II 10. 040 1-104 31-0 4i0 pyg 640 f8O Tao 13O yyg Pbte Ousab Y-- 1:030E a 3:01-E 8:0-1 EE . 401-BE 12:0-1 E e LOADING (pei) SPACING- 2-00 CSI. X, In (Ire) ..p Jd PLATES ORIF TGLL 40.0 Rete Grip DOL 1.00 TO 0.3] 4eR(LL) -.031011 0899 380 MT20 2Hp 90 TCDL 10.0 Lumber DOL 1.00 BC 041 10-11 >999 240 BOLL 0.0 Rep Stress lna YES WB 0.33 HOR(Ty 0.00 ] Na Na BCDL 5.0 Code FBC201,VTPI2007 MetlhS Weight 54 to FT=20%F,11%E LUNSER- BRACING- TOPCHORD 4 SP No.2giat) TOP N BOTCHOgO 2x4 SP NoN,2(fiat) CHORD Su Numf Wood sheathing dlrectlyapplled orb-00 N,puries, except and verticels WEBS 2x4 SP No.3(Ilat) BOTCHORD Fall telling dinemy applied or 10-00 w prating. REACTIONS gtol ]=495A)-5 S. FORCES. pb(-Max.Comp Max.Ten.-All 10mes 250(Ib)or less except Man street. TOPCHORD 89=-08&0,b2=-538Po,2-3=]55/0,3-0-941N,45=941 N,S8=-HOIO BOT CHORD 11-12�35,10-0iSA41,&10-OI941,89=NB20 WEBS 2-12=4350,1-12=0/898 8-8=0'583,2 11=41300,5@-5240,3-11=-281N,5-9=01286 NOTES- 1) OTES1)Unbalanced 11.1live bads have been careldered for IN.design 2)All plates are 3x4 MT20 unless othelMse Indicated, 3) Remrnmena 2x8 slmngba&s,on edW,spaced at 10-0- 9c and fastened to each Vuse WSh 3-1W(0.131X 3)mels. Strongbacks to be 83adted to Wells at 11par outer entle or restrained by outer measle. 4)Gap between Inere of top chortl hearing and her diagonal or verlicel Web shall not exceed 05001n. 5)CAUTION,Do.1 grad Imes backwards. r W4WMN4 vNy GVlen pwepWe Np}ES YIO NCLI/pee pEFyyyCE Iaa NllTJnv.1e0YIDl EFngE aaE I'. cea,nwlk ryy WIT MI FW 1 .M- 60aetl wYV 1 Su mOblormlrvJlWluM pAalp pcnenL mi IMI 9e 2nl talkxrgU I Nva N ICN$ r ab ROGaNMM✓nale maMnkl MrvaJl 4a90n 6 I - letlal i nJ 1M f nll EsrsaYV. was lemMW maweWxkq M) ek' ' a.Iww+ev xnnv I aly,.� wI r me a.mM.Nw�w..ra aaw�a eaa. .o��K.a�rcw � �' "z. s/1%l ouWMaiiwb pya9aM YGv wrygeompalune sew eeM EM aXtl. eoM1rylnMmaXm ooy eX9e M1mnIN oelnttllule.[Ig tlwl W1an12 NcmMM.VA21J 14. TeepL FL 395f0 H I Sob Tw Tw Type Oty Ply INSSTOA FOB FLOOR GIRDER I I 710414852 As Refenes, (demand) B I np Co -,a Supply. 3aetsommum.1132258 e.OtOSApr 202016 Mliek lnoutap—,lrx:. Fn F.WU:05.dsgd17 Paget 10 Ilyp%dCR1VCwwO SYymp60.G5uXWWggkKFAIXiDDNBPA EVIGG9mZbvKD_ P1b .4' 411 I.f� 2 3 f3q 3 3x611 H 3u1e=1:8.2 4 5 4 3aS= 10 2.160 Plate OtlseN IXYI 11 EWe01 BI LOADING(paf) T ... 'SPACING- 2-6o C&. DEFL. In (lac) Well tW PLATES GRIP TOLL 40.0Wets Gdp DOL 1.00 TO 0.50 Ven(m) 0.110 5 "^ 360 W20 244/180 TCDL 10.0Lumber DOL 1.00 BC 0.18 Ven(TL) -0.01 4-5 s88B 240 BCU- 0.0Rep SIMS Ina NO WB 0.10 Horz(TL) 0.00 4 Na Na SCDL 5.0 O2014VTPI200] MatdX-S Waght:18 to FT=20%F,11%E LUMBER- BRACING- TOPCHORD 2x4 SP Na.2(Oat) TOPCHORD S1meWm1 wood sheathing erectly applied ort-160 sopudllw, BOT CHORD 2x4 SP No.2(Ilat) except and venlcal.. WEBS 244 SP No.3plap BOTCHORD Algid calling directly applied or IDC 0 do bmdW, REACTIONS. (IWsize) 5=%5/038,4=277NISomnical FORCES. gb)-Max.COMPJMBX Ten.-All forces 250(Ib)or Tess except w en shown. TOPCHORD 1-5=-552/0 BOT CHORD 4-5-01341 WEBS 2-0=41 SN,2-5=43510 NOTE& 1)Reler to glnder(s)for Imes to more carmselons. 2)Recommend 2x6 stmngloss s,on edge,spaced at 10-(-0 oc and heartened to each buss wllh 3-100(0.131'X 3')nail.. Strongbacks to be adseled to walls at mar outer encs or restrained by other means. 3)CAUTION,Do net erect moss backwards. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase-1.00,Plate Increase--l.00 Ulyfonn Loads(pli) Vert 4-5=-10,1-3=-100 Concentrated Loads(Ib) Van:1,4506.<40B I>eim aim� —rac�ioaa.nwa ¢tiorvvew�I �+aaiaa� ,vo�avm nmuwm asoaa use Wptle91'pa mwlvellly 11 V.g4Ak]MINOItleLLa�fN'anelusuq �c'^�apwwM.rot mlam Baf�m Lae.manA qa nrnum>w��m nwaanan MotM�rvadl Waep�Mtlgi. P¢'My Yticaletlklogevenl A1pgdIMN\Yuf or, l'4 MmweDm]/wcMtlmmasrspYelM KnnwW wJf mayx�lM¢pq M ek' k dway m yuYa1 M skMlN wJ fu gxvenl c W lgne vMh nu2M nelxvxl nYaY a�tl Pa1wnY IXmiGAe. IU Hanatl eWWice m W�aaJ Ta ItivGnlbn.nary e.aelNnr.madMrtl mltvxbyol Is mr,[I mismlemcwMN61/a',to ycdlxN,osed9ap aeu WMJp cgnpnwnt eaW vub FW BNE. aalYy IMwmaXm avtllWe flan L1m Naln KtlMa 110 N.Itw Sfiaal SYte 112 NeaaeAh VP.1 1. Tnry0.FL 3M 0 JW trues Tnsa Type Ozy Ply 12058TOA F(101 Flei Girtler 710/14853 1 3 Job Deference 'anal BifId111p CompaNM Sl6rply, J.kxmilly,FI32256 B.Ot0s Apr 202018 MITek IMueMx,lnc. Fd FM 1011V5:0420f) Ppat 10 %4Cq'rvCWwOPo5_SYy2pp69kH5vT0O]P_igDPYpGEDSIOpUIwpdIIOWBI4em,ZGx 2&'12 450 6101 BOB 11-0-0 1334 14)12 2512 z-zd ?z4 224 1.112 234 6B 3cele=125.0 Bp¢ul Spi Spaded Special Spaam sawma 3peciel soand i M10= 1B 21,E 1] S4wi 444_ '1,A1 410= Syed. 5W= 5 B Is ]9111 15 p rQ T 13 12 11 10 'saws, Idd 14 Beg= 4W= 46= 4x12= B p5= 3x4 II SW= 23'12 480 8104 e0.9 1130 1354 1 1L]-12 2-512 2-2d 2. Pbfe OX (XY1- 110-0120.2-0L 262 4 02-01 180.2-002-011ff0&00.2- 2111009220201112 2-002-0111 02-00.241 z LOADING(psi) SPACING 2-60 CSI. DEFL In (roc) Well L/d PLATES GRIP TCU 40.0 Pleb Grip DOL 1.00 TC 0.83 Ven(LL) -0.1811 sai 360 11 244/190 TCDL 10.0 Wmbae DOL 1.00 BC 0.71 Vert(TL) -0.37 11 111425 240 BOLL 0.0 Rep Stress Incr NO WB 0.98 HaR(TL) 0.08 9 Na Na BCDL 5.0 Code FBC201dRP12W7 Mai Winn(LL) 0.09 11 eW 240 Weight 21311 FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD SINGural wood shealNng dimayapplbd a4h12 co u1Xlp, BOTCHORD 2x4 SP SS except and verldi WEBS 2x4 SP Ni'Exi BOTCHORD Rigid calling directly applied or 1O0-0 a brecng. 1 14,6 15:2x6 SP No.2,1-13,2-12$11,4-10:2x4 SP Not REACTIONS. (Misize) 14=)530030,9=114(11/658 Max UPII814=325(LC 8),9=-1175(LC 9) FORCES. (b)-hips.Comp./Mex Ton.-All fees.210(11)orlexexceplelanshown. TOPCHORD 1-14=-0304/794,1-2=-8662/320,2-3=-13881/416,3d=-04)54/343,4-5 11]1966, 58=11))566,67-901 75=-5]5/6) BOTCHORD 13-1411,2POi 12-13=320/6882,11-12=415/1 3 6 81,1 0-11=340114751,990=016331, 8-9-1OA13 WEBS 1-13=32191 T2,2-13=4054/1522-12=-11&5318,312=-2259184,3-11-0/1168, 4-11=-0350,4-10-32990-0,51 0=-147 79 0,6-10=381/80)4,7-9=-0141/1545, 69=-11434!113 NOTES 1)3ply truss to be conn oted together with 10d(0.131"x3")tally w fellows: Top Words connected as bllowe:2x8-2 mus daggelOd at 0.9-0 oc,2x4-1 row at a]-0 os. B Rom chortle connected x fellows;2x4-1 row et 0.B-0.. Wets connected M Collo 2x4-1 row m 69-0., 2)All loads are considered equally applied to all p11.,except if noted.from(F)or bask(B)lace in the LOAD CASE(S)session.Ply to ply connections have been provided to distribute only lowls rated.(F]a(B),unless othduiae indicated. 3)Wind ASCE)-10;V W lZdhr 1r(3-secant gust)Va dli 01mph;TGDL3.Opsi;BCDL=3.Opsf;h=25X;B-t5X;1.=24X;eaca l'IX;Cat. II;Exp B;End.,GCPI=0.16;MWFRS(direGlonal)and C-C Edetlo)(2)0.212 to 311nbrim(1)3-2-12 to 14-03 zsohi C for members and forces&MFRS for reactions shown;Lumber DOL-1.0 plate grip DOL-1.50 41 Pmvlde adequate drainage to prevent water poi 5)This taus has been designetl fora 160 psi 1oXom cord WO bad hoodOn urand with any,either live loads. 5)`This May hes bean dadgnetl for a INe lead of 20.0 of on the bottom cord In all areae wtwre a rodangle 300 ta11 by 2-0 0 wide W11 fit belwaen Me Wdam WOW aro eery Other members. 7)Provide meconism sonnedion(by others)of Muss to hearing plate capable of M1hsMtltlirg 100 lb up eft at JcIn1(s)except Gmb) 14=525,9=1 US 8)Harga(s)or other cmnectlon device(s)mall be provided sullident to support concentrated hostile)245211,down and 5981b up at 62-12,and 5099160ovm and 123916 up at 1405 on top MON. The deslgNsplection of such connection device(s)Is the r.ponslbllity cf others. 9)Spxb1 hanger(s)or other oprtrection devices)shell be provided sari at 0614 from Me but end to 14-7-12 sh iem to connect tris(.)to front face of top Whom. The dxignevelediou of such spxlal conrwotion device(s)is Me responsibility of others. LOAD CASE(S) Standard A.-Wlly aaAnpvgyna"'ads"edwas qY 1X1�IXO MCLI/pEO Ml1lR PEPEa1NCE PAfif llalPlf nv.fapYAla 9ENPEYSE UavMn W W twin¢MYMIh Ohow "vola fen.Reod"Ontl[xv,ef.nlYrNwr Wanotart tlwvm.ad k Iwm MWM3aM Wtll,p wmryr,enl,mr w>ffMlu,l&ilwe ae.IM Lr.Yi nes,mutivulN ma oil.lins"of IXN{Fl p err ers W awxd,M"ar, leIli. 0IM ovaial Wei93rIIgr,. 9a LglMbarW Oto Pevmr tuatlLYlorIMRM1W XosswahaglwaMtlmem[aawYY.MkrRavY bm{rvayatl�mgwnlamllg M1 ek' kaM^M repro tlMMmll p' xlpm WittW r. .""dq "play dow"i lw owass'gue"I rANaMIM kLLwe.aIM. 1 tqe.de v.n—1 mdr My,l uu and mm wMka4lgrOWlyenlYq.pan-apaq BCdwgrBearryowN 6W1 Pm4 EM BYd. saaar' wmoM m'tlM w,h h angel 'lis LW Ie 3M 1.4cl.VAYL31d. - - - Tarrya FL 33t10 Joe Trust Tam TYOe CRY Ply MMTOFlat GlMer 1 A FO01 T10414650 BOOM W nl Bupply, JW¢dNllle,Fl32256 B.OtOSApr202016 hUTeklnMso-ies,Irc. Fn Fee to11:O6:OC poll Pepe2 ID:PDy MRWCWv PM 5yyzPd69-kHSVTO07R tfdDPYPQeMb9Lft p kWVVBHevnZCz LOAD CASES) Sta00ar0 1)Dead♦Roof Live(baht csadg Lumber Ircrease=1.00,Plate Imisse6=1 OD UMOM Loads(Olt) Ven:1-0=A19,6-1b10 Cdde ale0 Loads(Ib) Ve0:1=2552]=-5099 Q WINNWfi-VMIyS�pamYrns�09EAD NOIf8CM 1Ni WDNLLIIOFO MIEN eEF£eAHCEGADEY6l1Am.osWMSBEPoN . W�WNIaim MY�IN M11aM®crnrecbrs.RStlgtlDl6MNaYY axmrexamlenawvmartlk`�a�YMrk1M dA0Ypcangw:nt ml � mslvsxrneao,a�.n�elxNaa�eaya�n,wrenh.np yvv�ccean olcearn r��mela�iwl. ,rz,+rne nnareD�mlo meore,al L} Ixltlp[bY��.Bmi-glMlcalrJY Pawn,laM]L9o,MAAM MmwaDaM/achxtl�aem xx5 mlY./WJXa�d lemr>auY m]FennrvwtlMxL✓d M170 k' 6Wwa/I lepYetlb9 ,T],o RavxnlcWtrye WMlwffi.iel.`aI.,aaWlm,..N , . fu(xxxSef PMmc1kArsi ✓S.Te 680<GeM Ep.BNtl. YtMolbleas, tlalKea—,[:pcn wllmMgo,ln�SaN—tS.11 pMH51/IpI GUWn GIMk,DS&89eM BC91 WY9nPConpan•N MMy1NpmN0a wtl9Me M1miL�p'HaIa MPAtle.RIBN.taa SM1aal.yAe]12 Ne[atlM VAY[111. Terrye.FL 3]610 Job Tn85 Trues Type qy pM 710414654 12056TOA GEBO1 FLOOR 1 1 Job Reference a oriel Buldirp Compolwm Supply, JaCVEmville,F132258 6.0105 Apr2112316........ ITek IMSYTOO]P_�DPYpGE0.SIbgXAwMan50W814aanZC2uldee.lrc. Fd Feb 1011:05:04201] Page r 10 e�QnlhiBq]EOMVPpz1 asz 40.14 6,ais800 eaz WII-14Pn-u f3S0 352 6]-12 2-0-f0 638 1i2 6]-12 3S2 Sere 1:228 H1411 46= us 2aes 4 5 B B 8 ] db= DI4= 46= .,a 2,4= 3S2 1_1 41 e89 Boo B 2 61194. 1350 3S2 0.]-12 2-]90 13. 1A2 11]12 3S2 Plate Offsets fXY} 11 63-00 2 01 15 030 62-01 D 2-00-2-01 i 2-0 Q2-01 LOADING (psi) SPA=Ll C51. DEFL In One) Wen IPo PLATES GRIP TC 54.0 PostTC O.fiB Ven(LL) 0.08 69 X999 380 MT20 244A90 TCDL 5.0 LumBC 0.55 Ven(TL) -0.23 B s8A 240 BOLL 0.0 Rep WB 0.60 Horz(TL) -0.04 6 No Ne BCDL 5.0 CocMade-MS Weight]91b FT=20% LUMBER- BRACING- TOPCHORD 2x6 SP Nm2 TOP CHORD Stmctuml wood sheething dl.cty, pplied or 388 oc pudlns, BOTCHORD 2x4 SP No.2 second and venlcals. WEBS 2x48P kid3 BOTCHORD Riga calling directly applied or 3-616 o,bracing. REACTIONS. (Ibhi2e) 10=t358rb36,6=1359/0-3-3 Mex Up1010-1359(-()3),6=-1359(LO 3) FORCES. gb)-Max.Comp.A4ex,Ten.-All force 250(Ib)or les except wfien shown. TOPCHORD 1-1 =1324Ai72,1-2=25122503,28=3995r4010,3-4—W9514010,45=-2512/2503, "=-IMAM BOTCHORD e-9-25032512,78=-250.(2512 WEBS 2-9=-10046595,3 8-1335D,44=-109M695,1-8=-265M2660,28-1657/1630, 48=-1657/1630,5-0=-2BS VaBB0 NOTES- 1) OTES1)Dead loads abOww irwIud.weight of home, Top chord dead rancor 5.0 pal(or less)Is nM adequate for a shingle too. Architect to vehiy adequacy of top chord tleed load. 2)Bearing o loint(s)10,6[[eiders parallel to grain value using ANSf PI 1 ange to grain formula. Building deaigner should verity capacity of bemlg surface. 3)Provide mecrewcal connection(by others)of truss to bearing plate capable of Withstanding IOD lb uplift at funds)except gt=Ib) 10=1359,6=1359. 4)Load cese(s)1.2,3 ftaavlb v been mounted.Building designer must review loads to verity that they are correct for Bre IMelded use of this WBS. 5)Recommend 2x8 strongbacks,on edge,spaced at 1660 he end fastened to each truss Min 3-1 Od(0.131'X 3')walls. Strongbacks to be allachad to wells at mar ower ends or metalled,by other means. 6)Herlgeths)or other connecdon device(s)shot be pmvded sulilcient to support concentrated load(s)10361b them at 688 on lop [hod,and 1038 lb up at 68-8 on bottom chord. The detgNselectlon of such connection dewca(s)Is the responslMli y of.1hers. ])In fire LOAD CASE(S)section,loads applied to the food of the truss are noted es front(F)or back(B). LOAD CASEBR 1)Dead.poor Use(belanud):Wmber limmale=1.60,Palo Immaes=1.90 Uniform Loads(pl) Vert:B-10=-10,1-5-118 Corwemratal Loads(1b) Ven:3=-1 M(F) 2)Dead:Lumber lncrease=1.60,Plate lncrease=l.W UMionn Loads(pd) AL--veru 610=10,1-5=918 -VaXyWtlpn pyenMxe nCRFJONOIES gV]ltle4ryO NCLWEO ANIEe RlI911NCE I4nFLi]I]enr.feW9/b BEFORE 4bE f1uhnvWtl I'll—un,."daft.11-no,"..RA tlesnoab,W«loccu bnnelas9vvnr...rncolou gI pWre c«nncren1-1 Mmn eef«a,m. :M;Ytlrp deR�lra rMry n¢q{ticdMMddrSbnlum,elersGVltgimlVtl,«G«ale XYt GaYBnmoll¢werdl kmBae=Ivl.s«+Rr l,daaleah"are.«,tf"".�n'"Irw erxarnew lrlAwen«af«al«droelnn�Nmv.,wax«.y 1«nl.�lm«lare.rlal«ller�ly MI k' drwpx reyeetl4 pWllymlml.ewm,algfe xlln tysMerm«d kerYaldlxMrellY WnWe.f«6«rerJ ptlacere9aare M Y kwlb.n«o3e.da1,«v«x,Pmm[Ilx«Ilwol M,pgaaylnmsyslemt m A"emlputaherllela.pLd9 ma aCA WrpgcompaM ePof Pertr EW BXn. FdMylrlpmaXm wdyA fiwn Lim Pale NMp .RIBN_lee Steel.9lle JI2.Pxn«dM VP 22316 Terrya,FL ank. JOD Trlse Trms Type py py 12056TOA GEROf FLOOq 710/1/866 1 1 Rukli Co Jab Reference o 4onel rlp mporeni BupPly, Jeda0mille.FI32266 8.0105APr 202018 MITek IMlleldee,Im. FD Feb 101196:09209 RBge2 ID; eXEO_nf1iBRJECMVgpxiNZl kHSYTOO7R_tgOMPGEI)Slbp%gwllCnrtOWRJ6avY LOAD CME(S) Cooce tmled Loads jib) Vert:8=1(138(F) 3)User defined:Wmber klomase=1.60,Plate Inroasa-1.60 Uniform Loads(pB) Vert:6-10=118(F),13=10(F) Concent.tW Loads(lb) Vert: 3=1038(F) � MNa-VxfY9W^C^weNlx�aM PPIDNU/FB PV 11Yaµp gCLUUEe YIEf gFFEpYKf/Iaf.1a)IAm.IW4IDI5fF£OgE U9E 1�WF](w vxwJY VAT MIIekIDem�wcrgv Ri daf4rk 1. WYurAn Wanglers Yawn m'daMmlrcLNexrlhMRcanM�at rol oX�Wilem.pelwe ice.tl¢dY[IMg tla9{pprrmplvMN Irc e{AMxGIMold-knl�mnlse ewq gW+eM N=�+Kuala Mb OaHlnblo Meovfirell W(lrylhNgn gaekgl�dMaro peveM WCNbydMpNWuetTgwcO rnl/a cMOman�rsaYY. b'dlMv Ylem{uaYmdpsrrv�enld2ky k• sIdorae'sM,nlbrnaYFlatt[plela.tliaMYfv�erylypdgecliUmgemvmltlacaW[:kIVp�olMln�In FsoavLY]JbIn�ismryqtluml nYclrys.H�nWl91g/IvRpI My harityIryIn.N(wDygedre9 rtlaqgWBACL�&cebreiPnUCUry Pe l ryaMtl 0VAMUI',,FL=1 . Job Trus Trues Type Ory Ply 12056TOA GEB02 FLOOR 1 1 710414655 Job Able...1 -- ro v +...wsv x. +a*•ir.riseeao 8.010a"sos0rbinekprearma&Irc. Fri Fee 101105:052017 Page1 38-10 4314 B1t-a -0pyeataxEO nmMR)EOMVRP INZI CTOHgWICH1X260gyMloDSLKOM0D ZC/ 3690 6B4 8102 )048 1311-0 2-1810 bOe 1-102 030 3510 Sub-1:264 2x4 11 415= 6_ 3 6 6 6 g B a ] NB 2x4 4x8 4116- 3890 810 6114 800 8102 1048 2110 3610 034 2-10.10 189 1102 0.8J 3g PIa1e OBset4(XVI !10360.2-011503862-0I I) 2802-0I 19 21,0-2-01 IAAgNp(psi) SPACING- 2-041 C91. DEFL In (loc) Web La" PLATES GRIP TCU- 54.0 %Me GOP DOL 1.80 TC 0.)2 Vert(LL) 0.09 81, >999 380 W20 240/190 TCDL 60 Lumber DOL 1.60 BC 0.58 Ven(TL) -0.26 8 s625 240 BCLL 0.0 Rep Stress llor NO WB 0.84 HOrz(TL) -O.61 6 Ne Na SCOL 5.0 Cotle FBC2014RPt200) Matrix-MS W."m 81 be FT=201 Lull BRACING- TOPCHORD 2xe SP No.2 TOP CHORD Structural wootl insetting alrectlyapfXle6.13-5-4 oopunlns, BOTCHORD 2x4 SP No.2 exceptentivetticab. WEBS 2x4 SP No.3 BOT CHORD Rigid call,dimdly applied or 3-5-0oc bracing. REACTIONS. (INsize) 10=1391/0.38,8=1391/0.38 Max UP11810=-f 391(LC 3).6=-1391(LC 3) FORCES. (Ib) Mex.Comp./Max.Teat-Al forces 250(1,)01less except when shown. TOPCHORD 140=-1355/119),1-2=26632854,2-3=42&!423634=-02204238,4-5=2663/2654, 55=-13551119) SOT CHORD &9=26502663,7-8-2554/2663 WEBS 2-9=11161703,3 8--136W,4-7=-1 116903,1-1 2TJN2822,28=1)31/1)Oe, 48=InV1)0(5,557=-2)91V2822 NOTES- 1)Dead l0ads shown include weght of imas. Top chord dead load 015.0let(er IOps)Is not adequate for a shingle rod. Architect to verify adequacy of top chord dead load. 2)Bashing at Jolnt(s)10.a consldens parallel to grain value being ANSVTPI 1 angle to grin formula. Building designer should verily rapacity of bearing surface. 3)Protide mechanical connection(by others)of truss to nearing plate capable of withstandn,100 to uIsA al lembs)except Gldb) 10=1391,8=1391. 4)Load case(s)1,2,3 hasmave been modified Building designer must review loads to verify that they are correct lorthe intended use d this wee. 5) Recommend 24 strongbaces,on edge,spaced at 16-0 0 oc aro fastened to each how with 3-10d(0.131-X 3-)nails. Swngba&a to be absorbetl to walls at their outer Mde or restrained by other means. 6)Harger(s)or other connection deNce(s)shall be provded sufficient to support concentrated Cud(s)103811,down W 6-11A on top chord,Md I On lb up at 61 1 8 on bottom chord. The tlesigNselectl0n of such connectl0n devices)Is the responsibility d others. ))In ins LOAD CASE(S)section,loads applied to the two of the Trus are noted his front(F)or back(B). LOAD CASE(S) 1)Dead♦Floor Use(balanced):Lumbar Increase=1.60,Plate Inmeaae=1.60 Uniform Leads(pg) Ven:611 -10,1-5=-118 Concentrated Loads(Ib) Ven:3-1038(F) 2)Dead:Lumber Increase=160,Plate Increase-1,60 Uniform Loads(plR Vert 6-10=-10,1-5=-118 Wpri..-yu18o4..b�/iabirs AFIU madodposu-ccoisbu ocpom PEFEPIHCE/4aEMl)IAm.Ip0.VA16 eEfOPEYBE �' ga'giWMln vawYYMT MIeL®ca'ree:kn.RktleLT klmstlaYYYL�PrnrnunnimaMmm.mtlklwco..' �mmrwml rot I Inm Mbm.Mlae bee.Me I1Lkpq Oa W rer mill valN Ilw gFJka11N rl CRtlpn fx.<xee+ni wxl gope9Y r,c<x{cuaR xN MgAn Mo Rr a.mal b,tT6Yxwu I.¢hp YxlcoledbbgavanlLuc6bnol YxAM1Avy lnm,.26m]/gcM dmaeW,iq,ly. P7aIWUXbmf.narymd pcmn.mld¢kp MOW xawawreRm rot*weElvaalonondis on. ar-onor rm—1 an.�ah' . .. rapLmmeararoc's rw kl.kdb.Elwape.0.ivay.arxexnspor axxgor!nth los x.11 rna4. ew1.1..l.In,oseav ane xCR NwIy COnwpr.nl me0v.FL Eon afm. sdxe x4ommro.ambxL.nl�aar mmnna.ztau.Iaa xmre.sm 6lz aa....xrL vazz614. - T.rq..FL ax1p Job Toss Tlw Type ON Ply M1 055 �1TO58TOA GEB02 FLOOR I 1 .bb PBlba,le M1mvI BMldlp CwnPoreM 3LPMY, Jecks0m'llk,FI3Y256 0.0SR7E Rp7l lCTOgl,PICx,lnc. Frl Feb IU11:0DhZk 1) P Cy IO:py0aLe*gIMiOR)EOMVRpzf NZICTOHgNPICHiWZ80gykM1laOM1LKgtiDM1ZkB 1dOxmZLy LOAD CME(B) Concentrated Loetls(Ib) Vert:0=1030(F) 3)User de0ned:Lumber Increase=l 60,Plate Increase=1.60 Udf..Loads(plf) Vert,6-10=116(F),1�10(F) Concentrated Load.(lb) Vert:0=1WB(F) QWARM/a-V^'M'a✓p�PNwnN=W PEIO NOYES pITIPe ANO NCLYOEp IpIEN NElNYNCEIMf[6]ITJ m.IW4MI6IVLXE UBE CeYT Wltl lw u.¢wJy Wn MIM9 Iors.lMJeSldO klrany wYY�Mw�M mWlersslww[wg6lwm MNN#kihq�g cwnprynnL rot InmiySlem INI®u�.INa alklrvJtlz#Ittrinul wMh��A{IkG%'N�Ib gnnlupiylenadr[�acwpwdu PJdz�n�yeullgmre�dl aaaedasa�. a�roe scaaanlN w�weal M,�te�n ole.nw[d m� �.alw cope n,waews v.+udmrm lwae«m oeNa�NnIaNCLv MRek' pass�et}Ieddw SklitlYw✓Ibga IcdSpse aOmna�Y�nwum9BeAyaMpga'Iy Wn[ge. (p pwurcl giWea�4N49 nq laakalkn, Iw�e.[N#Nwy.wxlknmlM¢hg n11nrt5g5m01n¢55KMmirneANA/IpIgMh CMMW.pBBN aM BCL giigCmipprwa WO<Veb FM BNE. 9rily IWamaXm avSaLle hmi Bim Hpn T511Me.RIO N.lee Stteul.SIR 312 Ap[avIM11 VARY31 a. Tenpe,FL]b10 Job Trues T.Type DlY pry, 710/19858 12058TOA Jot JACK-OPEN e f J.b�Wmftl one BMMrrg Componxa SlgplY, Jacksomrlk,F132258 B.ofO4Apr 202018 MITapfionall ek lMrabee,Inc. FII Feb to f1A5:08201]Peter 2.0.6.DftybXtl R1VMW PDS_5Yy]pp691galu30NID]OTIKNIOwgOmI Ist2opgOgioxa ZGX zao r aW 12 a r stab�1:go 2 / z 1 0 4 BW II 210 ao Plate Offwis D(Y) I10-2x6111 tAAgNG(psi) SPAC 200F.uix-oms . IRFL. In (bc) No lM PlATES UMP TGLL 20.0 Plaid Gdp DOL 125 .05 Ven(LL) -0.00 ] a9gH 240 MF20 290/180 TGDL 10.0 Lumber DOL 1.25 0.03 Ven(tL) -0.00 ] >999 180 BCU- OD ' Rep Strang lncr YES OFo HOR(TL) 0.00 i Na Na BCDL 10.0 Godo FBC201U P1200) Weight 8 I Pr=20% LUMBER- BRACINU- TOPCHORD 2x4 SP Not TOPCHORD SbucNml wood shraming dreclly applied or 200 oc pudbW. BOT CHORD 2x4 SP Not BOT CHORD Rigid weing drecity applied or 1O0y0 on bra llg, SLIDER Leff 2x4 SP Na 31-6-0 REACTIONS. (ID/siss) 1=80rb5E,3=54/IAsdlenica1,4=25AAechanlwl Max Hou 1=18(LC 12) Max Uplift 1=-1(LC 12).3=19eLC 12) Max Gley 1�(LC 1),3=SHLC 1),4=33LG 3) FORCES. (Ib)-Mex.Camp IMax.Ten All fomes 250(Ib)or less except rMrsn shown. NOTES- 1)Wind:ASCE 740:VUt=13ghph(3secontl gust)Vead=101mph;TCDI,-SOpsf;BCDL=S.Opsl;1=2511;0=41;L=24ft;eeve=4fl;Cal. II;EV B;Enol.,GCq=0.18;MW FRS(directional)and C-C Exledor(2)2 ;C-C for members and fortes&MW FPS for anal shown;Lumber DOL-1.80 plate grip DOL=1.80 2)Me tmea has been cosigned fora 10.0 psi bosom Chan!INe bad noncpnourmnt Win any other live loads, 3)'The truss has been designed for a Ilve load of 20.0pef on the Word chord'rn all areas More a rectangle 3A-0 tall by2-0-0 wide sill lit behveen ole Wito n chord and smother members. 4)Refer to glyder(s)for truss to bss connections. 5)Provide mechanical connedlon(by others)of Imes to be ddl plate capable of wglstanding 100In Uplift at foinl(s)1,3. ZW, " ""go¢ eorgy AkdMVJIemN1.U...coo rapenedaYYWcerq'Ntlrp M1wIeRl OuylY CrXwIo.0Ad9 aMKAYppConpaw.l se,Mr aN�xMe dwnl�Rale InM1Mo.RIB N.lee S0ee1,9IM 312 PloiaNno.VRYp 11. Trow,it aE1a The JOE J12 TNka Type py ply -� 0 f E5] 12060TM J12 Jack-Closed B 1 Suildi Ig Component J.S I ell po Supply, JalsonAlle,R 32256 8.010 a Apr 202016 NoTek Industries,Inc. Fri FeE 1011:011201] Pe,I ID:Dllyl,XXRNCWx0Po5_SYyzpp69gpaN3ONrD]OTIECNIGw OmlWcRMJ pgpBS cx 20.a ' 2Ua Scab=1'.130 N4 II 3 SCO 12 2 1 5 II Zx4 11 4 p zoa zoa Plate Ogaets lXYF 11:0.480-1-151 LOADING(psR SPACING- 2-00 CSI. DEFL. In (Ins) Met l Ib PLATES GRIP TCLL 20.0 Plata Grip DOL 1.25 TC 0.04 VsMLL) -OD0 0 >M 24o W20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Ved(iL) -0.00 8 >999 100 BCLL 0.0 ' Rep Streas mpr YES WB 0.00 HOrz(TL) DOD 1 We No BCDL IOD Code JB02010 PROD] Memx-MB Weight.10 lb FT=20% LUMBER- BRACING- TOPCHORD 2x4SPNo.2 TOPCHORO SWCWral woptl sM1ealM1in tll BOTCHORD 2x4SPNo.2g rectlyapplletl w2-Oexpulllne, BxCKigldvenlcala. WEBS &4 SP No.3 BOT CHORD R191tl telling Olredly applied or 10-0Ooc brectng. WEDGE Left:2x4 SP No.3 REACTIONS. disbs,e) 5�&Medenlce1,1d0/p-50 Max Horn 1=30ILC 12) Mex Uplift 5—30(LC 12) Mex Grav 5=8](LC 1]),1=]0(LC 1) FORCES. (If-Max.CompAlex,Ten.-AlHpmba250(Ib)orlesaexceptehenshom. NOTES 1)WIn0:ASCE]9GVulL130mph(OSecarMgoal)Va -lo1mph;TCDL=S.OMI;BCDL=5.Ops1;n=2511;B�ft;L=24X;eave-4r;CW. II;ENS B;Enol.,GCpi=0.10;MW FAS(direcloml)and C-C EAellor(2)zonsi for members and forces B MW FRS for reactors Thus tr been desped 6pplategdp DOL=1 BO 2)-This trauis baa Eben desugnelooa 100psido loonf20 paf ft Mloetlnon thodl In rm allxmeany Other livetangle 3)'This buss M1es beenttom chord for a live Imo t mandipsf on Me bottom cboM In all areas Mere a rectangle 38-9 tell by2-0-0ettle Will Refer bebvaer the r Crus co Ino arc any amer membere. 4)Refer a eolu girders)al ohne to n(b c others) truss 5)ProNtla mKM1enlcal conneGlon(by olM1ers)of buss to bearing plata capable of wlifalentling 1001b uplift aijoinl(e)5. Q WINtlIe-VMy WYan pyMeaara pFgapalEe pI has ded NCLYUEe MEx gFFFpgNL£PIpEW)4Am.l40LNl6 ae/dp[VeE 0 adbuwsaNvtl�ep4lgwPWo"hreauktW:tlyTlyuMbudatlolopn ervvmtpncl hwn,Am.Wuon-vMstN,Is,oriApk]dew�mlaYleyx�p]owefHQl Mrywy,ca-loI onol ,¢tlPuRa(.lrtwyy1Y11t hl]MdAlixJaYagYemwn]pWPvwmn�ml rowrd Vmon, Wn. "FocooXpemlixtiv,.1Mm]/w cnsrulMMI.I— l-n—oNMh1 —k- Mr}e k' eass, km.Slwao:¢e.tleYvely aacMn qq Ma]polln¢ei mlMssYi 11,ee/JIL/Ia114wYlyCMM,O5BJ9aq K91 BUWNa Ca nl eaW FMa.1BMO. MM/Ytamdlm waade tom i�%ale le¢nlNn.RIB N.lea Shrel.SWk314,Neamil¢VTII314. Tempe.fL 3M1a Job Trull T.Type Cy Ply �12056TOA J21 Jack-0pen 2 1 T10014858 bull Conferral .IOU Hot... "onal SuppM, JBckewrvllla,F132258 8.010a Ayr 202016 MITek Increasers,Inc. Fn Feb 1011,05:0]2017 Pepe t 11 DIIybXtlCRT/CWw Po5 6YWPPM8 15PO WFFatGO WNDIBk&2A1(HaBTOL Oto tdd t 8d 6me-1 US 6.0 12 2 1 II aw 3 2>8 11 Sed= _ L6d fid PIMA OBBMeIXYI ft00061E1110.1-11 W-131 LOADING goal SPACING 2-00 C81. �MFL. 1M PLATES GRIPCLL 20.0 Plate GtlpDOL 1.25 TC 002 240 MP20 2=90COIL 10.0 Wmber DOL1.25 BC 0.03 1W.CLL 0.0 ' RapStressl ror YES W. 0.00 Na BCDL 10.0 Code F.C201tl ;NK)7 Mailix-MS _ I Weight:6lb FT=20% LUMBER- BRACING- TOPCHORD 9L4SPNo.2 TOP CHORD SsucWmlwoodaheMhing C.tlyappliedoriE .o aline. BOTCHORD WSP No.2 BOTCHORD Rigid callirg tiredly applied or 10-00M coding. WEDGE Left:2x4 SP No.3 REACTIONS. (INaloi) 2=36M1echanical,3=2MMe .Ncai,1=BON-5-8 Max Hou 1=18(LC 12) Max Uplift 2=12(LC 12),3=-2(LG 12) Max Gres 2=35(-C 1),346(LO 3),1=80fil 1) FORCES. (Ib)-Max.COMPJM Ten.-All forces 250(Ib)or lass except Mw shown. NOTES, 1)W IIW:ASCE 7101 VUIb130mph p ascond gust)Vesd=101al TCDL=5.0ps4 BGDL=S.Opal;h=25s;B-151t;L-24R save=oft;Cat. Il;Eq>B;E.L.GCpi=0.10;Mail(directional)and C-C Extenor(2)2one;C-C for members and forces 8 MFRS for restore shown;Wmber COL=1.80 plate grip DO1=1.eo 2)This truss has been designed for a 10.0 Paf bottom chord five load nonconcudent will any other live leads. 3)'Tris truss has beer)designed for a live load of 200ps1 on the bottom chord In all areas where a rectangle 3E-0 tall by 2-0-0wide Will fit betyreen the bottom chord anal any ob er members. 4)Relertoglrtler(s)for truestotmssconnectlore. 5)Provide mecbenical connedlon(by olhem)of tmss to bearing plate capade of Wthstahoing 1001b teplih aI IdM(a)2,3. A WANS NYanpNwrNlw NltlaE10 NO1E3 pI5MtS ANO NCLYOep Y'IE.x/(aFGdNCE IdaEIY]aAnr.—,5BE5O — IkslpnWY]lor�ag oliY Win WIH&cwrv:kx[.1fYs tleYgro" edYrllxnpam�elers Cor n.m0klam hauM1M hlWtgco.1. rot Bekna�e.1M IaIAq Oa9g¢r mini veaN nn 9xxNtlW IN d drpn paunelel[wJ pM++IY PxxxrxaaM IM deyyr No nn rngrtll G4�aq� n.&aa^Jlg keecolOtlalO P^YmI M:eWIq olMw]Id n�webatl/a cMmtlmemh aaJY. lanV+rM'wJ Cmmmera Ma:M! 1 MGeV atlwrm lr�lw.a ntl+m.xrdmr.rrr�n�:onv�a Wmr>oNa�a r.+wahk.YulewaxaN w.�aW rereree'tl^�.«�.rwrtlro ala seri.Ih -- aalvewY„em 11—n-1M2hpol nuwnmtllnuMl.st2,I N.11 .YLryNb,e96e9aMaCSIBW[ApCanparlml 680d Pero EM BMtl. 901M'IMwmoXm wtlleti¢hmihlst%ole bvnpda.RlBN.lee SlreeL 9IM 31 R.NxiraYfM VRY1]I4. Tenpa,FL 33610 Job Trues Trials Type Gly Ph, 120 BTOA P2 Jsck-0gen 3 1 TI(alf"69 Job ReNmlee Liaoning wildingGlryorlenf Supply. JetlaomilN,FI32258 B.OtOSApr 202018 M1Tek Ilxluabiea.... ..... 1011 M:0]201] Paga1 10 DfMXECRWCWWOP06_5Vyzppe9 ee315PO0WFF41GOtl NDIBsMKHsBTO>Tnrzm 2-0-0 2A0 Sere—I Pe T 5.00 12 2 1� 1 3 II 3x4= 2.0-0 2.00 Pkte OBsels fXYF- HDO-0o-1-B1.R'o-t-tt 0.4-131 LOAgNO(paN SPAGNG 2-00 L81. DEFL. In g.) VEBII tPo P"TES GRIP TOLL 20.0 %91e Gdp DOL 1.25 TC O.d Ven(LL) -0.00 8 s888 240 MT20 244/180 TCDL 10.0 Lunber DOL 1.25 BC 0.05 Ven(TL7 -0.W 8 s889 180 BGLL 0.0 ' Rep States mer YES WB 0.00 Horz(TLI 0.00 t Na Na BGDL 10.0 Cotle FBC2014/1P1200] Metrix-MS Weigh0711, FT 20% LUMBER- BRACING TOPCHORD 2x4SPNo.2 TOP CHORD Sbuclund woad sheathing eireebrapplled or 2-0-0oc putlina. BOT CHORD 2x4 SP No.2 BOTCHORD Frigid ceiling®aectlyapplied or 1060-0a bradr, WEDGE Left:2x4 SP No.3 REACTIONS. (ID/sizt) 2=49RWechanicx,3�1/Meohan1cs,I=BON-S Mex Herz 1=24(LC 12) Max Uplift 2=-1](LC 12),3=-1(LO 12) Max Gray 2=49(LC 1).3=35(-C 3),1=B0(LC 1) FORCES. gb)-Max.Comp./Max.Ten.-All forces 250 Quit or less except omen shown. NOTES- 1) OTES1(Wind:ASCE 7-10;V4t=130MM(3seconll gust)Vnd=101mph;TCDLd.0p d;BCDL3 Opsl;h4510 3=4511;L=2411;emft,,Cal. ll;Exp B;Enct.,GCp=0.1 e;MWFRS blibectlonal)and C-C Exteror(2)zane;6C for members and tomes&MFRS for reactions areas,Lumber DOL=1.80 plate grip DOL-1.80 2)TNs truss has been designed for a 10.0 psi bo0am chord Ilya lead norconcurrent MIh any other live loads. 3)-This floss h de been designed for a live load of 20.0psf on the betlom dlord In all areas Where a redargle 34 0 but by2-0-0wide Wit fit between the bottom cured and any other members. 4)Rater to girder(s)for Muss to floss connections. 5)Provide mechanical connection(by othi of how to berating plate capable of withsfanding 100 M upm at loint(sl 2,3. A&WAANNa�Velry rlvlanpuv�xlgeeleg610WOFabninn. Np/RLUOEO MIEx aEEENNCE pAOEN1pP m.faWhu BEPoRE7 I Wassail ]Iw uwmNmWID MIekAconassP.n,q dis b A..1. mdaMm MMgq WYtlNrl rnnWrenl.mt eusalwn.Belwe IMIWpMM}e�m�alealNrta glMeaillNnl MfXin pxanelwi�xef aanaxaly Map.+ale MheMYlminW llw o¢na9 aq�aMn. ®¢Lp�xkaletlalugevea,ll.,icyYgotaaaaY,.�II�weDa,yntl..tl,nw.,l,a.wYY.p�«wwl M,l..m mdaielmu,a,I no, MRek' adeay5�et23ed lu MttlryoMlo pevcyOeMgwe wllNlWlmMkkulYaeNl gor:eM dray rLt�eetl p{Arcem�hprt,o IdvMaMn slwa3e.�elNevy,recMnwq Mw4p olln¢resaq Nim Mlema SVIpI1 GudN CMnb,DEB-ae P�IB tC9l auMlnp Conpave 6YW PVYe EW BN4. XMY MwmaXm Wexoml�%aIe IIMX,An-21 KIee SNeeL 5J1e 312.N�¢ ¢VF 2RJIA A�Ipe.FL 3Yte Job Tnsss TmM Type ON pry T1041g88D f2056TOA T01 MONO PITCH SUPPORTED 2 1 Job Rebrenca rel Building GanporeM Stpgy, Jadcwmilla,FI32258 8.010x05 Syg018 MiTek lMiVCN6?IMV41 Feb 1011:05:08201TPe CY ID:Dltyb%tlCRNCWx9Pa5_SVy2ppe9r2OJIgeVCN6i1nV410wgR 1'AfrvnIl00MXDLzmZCv 29 42 21 12 Scale=1:15.5 6.W f2 a 2W 2x4 I 2 34 1 6 n 2[4f 2,4 a4 I LOADING (psq SPACING 2-00 CSI. IDEFL. In Qac) Ii LdF'PlATE6 GRIPTCLL 20.0 Plate Gdp DOL 1.25 TC 0.12 Ved(LL) Ne - Ne 888MTGRIPTCDL 10.0 Lurnbear D0L 1.25 BC 0.07 Ved(TL) Ne - Ne 988 24,1/190BCLL 0.0 ' Rep Sbess Inco YES WB 0.05 Hm,oTIJ -COO 4 Ne Ne BCDL 10.0 Cods FBCNI1 P120UT tall elghb IS to Ff=206: LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPOHORD StmcWral wood sheating directly applied or 2-1012 oc putlhls, BOTCHORD 2x45P N0.2 except end verticaB. WEBS 2x4 SP No.3 BOT CHORD Rigid ceilirg directly applied or 1400 oc bredng. OTHERS 2x4 SP No3 REACTIONS. (INsi2e) 6�10-12,4=3]2-10.12,5=1232-1042 Mex Hors 6=31(LO 12) Mex Uplift 4=-9(LC 12),5=3S(LC 12) FORCES. (Ib)-Max Comp.Mlax Ten.-All forces 250 Qb)or less except When annwn. NOTES- 1)Wind ASCE 7-10;Vult=lWmph(3secondgust)Vaad=101 mph;TCDUS.Opsf;BCDL- .Opsf;h=2511;B=4511;L=2411;eave=eft;Cat. II;Exp B;EmI„GCpl=0.18;MFRS(dlrediome)and C-C Conal 2one;0C for members and forces is MFRS for reactions anneal;WMWr DOL=1.60 plate pro DOIL1.60 2)Tmss designed for wind loads In the plane of the t u only. For studs io oosed to wind(normal to the lace),see Standard Industry Gable End Details as applicable,or consult qualified building designer as Per ANSYTR 1. 3)Gable requires continuous boftom chord bearing. 4)Tmss to be,fully sheathed from one face or accurate braced agNrwt lateral movement(i.e.diagonal vote). 5)Gable studs spaced at 1-4 0 co. 6)This miss hes been designed for a 100 psi Whom choM live load rwnmrwurrenl vath any other INe loads. T)-This buss hes been designed fora live load of 20.Opsf on the nnftam chord In of areas More a rectangle 36-0 tell by 2-0-0 Woe Wit fit belween the bottom chord and any other members. 8)Provide mechanical wrmeclion(by others)of truss to coming plate tamale of Wihstanding 10016 uplift at(0I1V(d 4,5. AW4aNNe-xellsNYea pwwnhrx�.c HOlE dayearseassaIpecaftIENPEFEg4NCE/AUe,M)Mm.le0.N0r6IFl0IIEV9E ISI tandii WN roruve MY`x11n MIe4 cmrpckrs.Rhdetlga 6MmM—Y uwn hn"imelenflpwry card 4 M m inof.gI GAQrq canpanH,ml dl-iman-1 atm.aietM4gd xx mW veM1NlM gµketily ol�Ym lvw�relemmd gtyerlY M:onT"'r,am lMde iFl �rdMm� an9rmaNdamwe.wnM nm9a4.artixamoweommorrncdme<nI>eawev. nuanantlfrnlx/Wma M1 domdlorewllYmdlo geva4cdlaPu v.4m Pmmel>arer+l hY.vmewa+volvmerga ra,aerwra e�xdmaara9aere Ore MrkMbLslame.Mtmry.xeclM arcl d�IwrgolMmetaN MyryvlamamMH9I/IVIIQMIe CiIIwb.Daea9 aMae5r&iyg CpnparMnl se. ,sand 941MYIMcmgXm wtll?Ae M1an Lu¢pale M1eMiM 11BN.1ee51rcef.5J@31'1.NmaM VRY1314. ienpa,ft a'i910 JoO Tr1as T.Type - -�ary -- Ply "Vial 12058TOA 702 Common cimw 1 �E mi awaitingGonpollem subm. Jadtwmrdb,F132256 B.Ol48T Job RNereoefooammi Apr202ot8 M1Tek 1MUeNes,Inc. In Feb 1011.'15:1 0:201) Pepe t ID:DXyb%dCR9VCWWOPOS6Vy]pr ZRPMRTUogdgxK?wVKsiawcGllNNT3110a81Em M 383 0813 &11-0 A.1921 323 161 1&11.0 38J 32-11 33-01 32-01 32-11 3&3 56- Sues=1An6 4 SM 12 44 i NS 3 5 d5 i dM 2 6 HB i SCa 1 I� 16 17 t4 19 IB 20 13 21 PP 12 23 11 1p 24 p 25 20 15 JUS24 NAILED Aram q8= 1Hp2g 0 6x10 WMHS 11 4A= d6= 7x10- ]A= M= sum MT201511 NAILED JU52d JUS24 NAILED SJa24 ' 4 T10202 Sr'°OW TIp2S THLW26@ NAILED NAILED Spain Siouse 388 6819 5110 t323 16119 12 11-p 383 32-11 i 32-11 32-11 3211 363 Plele Ortseis lX V)- 11'0.2-120-2-01 fd 03042111)'0-2- 2EI IB'Ed 0.58119'4390-4-011ll' OL12I 112'850 -91 tAADING(pail SPACING- 2-0-0 =11o.72 9EFL n gone IWaX IM PLATES GRIP TCL_ 20.0 %Ne Gdp DOL 1.25Ved(LL) -0.0] 10 >999 290 MT20 24M190 TOOL 10.0 Lumber DOL 1.25VeXTL) 0.151412 >999 ton MT20HS 187/1d3 BOLL 0.0 ' Rep Stress end NOHor2(TL) 0.04 B Ne we BCDL 10.0 Co. FHC2014111200) WegM:4951D FT=20% LIMBER- BRACING- TOP CHORD 2xd SP No.2 TOP CHORD Structural small sheaihl G rq eadd YapNled or840w Wdins, BOT CHORD 2x8 SP No.2 excepfand ft,timidly WEBS 2x9SP.78. 'Exmpt� No.2 BOTCHORD Rigid ceillnp tllredly applletl or tO80w bmGng. 1-15,Y8:2x6 SP No.2 REACTIONS, 01bele) 15-523DN-58,8=9218/0.5-8 Mex Harz 15-52(LC 7) Max Uplift 15-09(LC 8) FORCES. (Ib)-Max.COmpJ .Tan.-All tomes 250(lb)m Tess except when shown. TOPCHORD 12=821&580,23=8880/5119,3<=8236'40],d-5=823]/40],56=-8099233, 87_ 1-15=1793/445,7-0=838]28 BOT CHORD 16-15=82/35=4btU 25,13-14=-09fl/5890,12-13=15]/6325,1092 149f/4p6,9-10=Of/838, 8-9--a895 WEBS 412=-22: 52,,5-12=1112-274=, 4-96662862,610=8218, .7--_ 55),3-12=991/300, 313=261952,2-13=0/853,2-td=98623,1-1d=503/5831,]-8=-11!/548 NOTES- 1)WA 2)3-plythres to be connected together win too(0.131'XJ')nails as tolloxs: Top chords connected as 1011.:2.4-1 row at 0-9-0 w,2a8-2 rows staggered at 0.90 M. Bottom chi connected As follows:2x8-3 rows staggered of 0.9-0 w. Webs connecled as milows:2.4-1 now at 0-9-o w,Except member 5-102x4-1 no.at 0.5-0 a, 3)AII loads are conborsd equally applied to all pllee,except If noted as front(F)or beck(B)lace In the LOAD CASE($)sector.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),bases oMerause Indcamd. 4)Unbalanced root Ilse loads have been considered for this design. 5)Wind ASCE 7-10;Vulail Sabi IS second gua0 Vasd=101 mph;TCOL-5.0psf;BCDL=S0psf;h=25ft;3x511;Ia24ft;abib:41ft Cat. 11;EV B;EaL,GCpi=0.18;MW FRS(direcllonal);Lumber D01-160 plate grip DOILt 60 6)AII plazas are W20 plates.1aee olhafterm macated. 7)This truss has been assigned!for a 10.0 pal bodom chord live ball mnwnwrmnt a h any other hae loads. 8)-This truss has been designed fora hae load of 20.0ps1 on me batten chord In all arses where a rectangle 388 tel by 280 We all lit berg enMe boftom chord and any other members. 9)Provide mecranlwl connection(by others)of truss to Deering plata capable of wXhsmnding 10018 uplift at joints)except gidb) 15>]9. 10)Use USP JUS24(With 10d nails trim Girder 810d halls into Truss)or equivalent spiced at 2-0 0 oc mex.Rm 1p al 2412 from Me left and m 12-0-12 to conned number to front lace of bottom chord. 11)Use USP THD262(With IW nails into Gral S 1dd halls into Truss)or equivalent at 13-3-8 fmm the Taft and to conned truffles) In front lace a boftom armed. 12)Use USP THD28(With 10 nalls Into Girder 8 NASD nails Into Truss)or equivalent spaced at 2 0 0 w mai stadkg at 15-2-12 from the left end to 17-2-12 to connect hues(es)to front law of boftan chord. Isn Q WA9NNaYM]a,=IAnpweaernf xM MAa eOIFH CM]MIa INa NLLUOLb MEN PEFEM1NCEpI6F/Y]4Am.I6eYA16 aFFOaEY6E Ce996"u'd uce wtly WA Mlek&emm[:Mn.as,burim IM wyT aL N u,11mursnelen dr-,adkkxm F9Wa�d[WArp canruwnr.mr "Aare seas . aooreowan°o�lre°varitwwu.9t 1e.?ionw61azd` o, ":amUd.9�a°°env Fcdpdara xw6iapmumnwovdal MR don. AIXAlkrva ternptterymbrrtnnmmlfx¢kq MOW M dwoK rwAeb rd AdA1w da m wavent.wd.e vmm Iv,mue persor,e kW.v,>«1 Ixovdw mews. Id Dvr.6,w ma>md.re9.xam9 n,e 4blear, m.nda3e.,trm..suis Ra.'sAg tua Is adres, emx inelNalnnlGWN erXMo,pse3f uq wL&Aipeompdgnt hew p, LL3 BMA. smW Irxormadm riwe"e adm n�mra nmm�.2lan.leeslreel.sdeatz,semen vAzz3la. T.r,p4 n 91 Job T. TmseTroe ON PA' 1205510A T02 Conmon Gillen II 710614661 BudwsApro Reference o tionel K)TiS-Comporent&Ipply, Jadawrv1116,F132256 8.0106Apr6yypp6MITeklMusdea K?=VFe610LhtW02J1) Paper NOTES IC DbybXtlCR?VCWxOP�5ryzpp69-ZRpAkBTulpdglM?ECVKs3wcGLbIM311OetlIESIrZCt 13)Use USP THDH26-2(With 16tl halls Into Girder&1611 nails Into Truss)or equivalent or 18]8 Mom the tell end to contract trusses)to had lace at bc8om cl 14)Fill all mail holes where hanger Is In canted Win lumber. 15)'NAILED'Indicates 3-1 W(0.148-8')or 312E(0.14Wx&2V)We nails.For mora detalls refer to MiTte,a S4TOENAIL Detall. 16)Hangers)or ohm connection dwcand shall W provided sufficient to auppmt concentrated Imuns)62lo down ad 50 to up at 12-11-8,and 62 to down add M to up at 1411-8,end 62IE down aM M IO up al 16-11-8 urbottom chod. The desl9Nselection of such comnedlon Mortals)b the responsidli ,of others. LOADCASE(S) Standard 1)Deed+Roof Live(balanced):Lumber hmreese=1.25,Rate IMosese=125 Uniform Loads(Mf) Ven:14=-80,4-7—W,8-15=-20 Concenlratetl Loetle(Ib) Ven:11=-T)8(F)12=-))8(F)11; -1415(F-13 .B=8 I1 K(B)t8=-)]8(F)17-62(B)18=-M(F)I9_ (B)20=T/6(F)21—M(F)2D (B)23=62(B) 24-13"F-1 M,B=82)25=-141)(F1355,B=6 )to=M95(F) Q I(Me M4vuran osmro�sur Was.a 01EB Qy deas IBB NL[YOFa1mEN gEfFpAMLE Aldiff.tonv IeeYNI6 BafONf UeE t v. +�'Y w11h MIek00 kxs.rrededy,ar,a�lwY,sglPganefers YNwn uMNlgm MM]M ki iwrygmt rof �• t YSt IM MIIRpde�Am muS VMH rn gxAhKAllyol aief�glaurcrmmy pM�e6YM,cupMo pink�maovevY Ni«Wp.k9e I. IM,cMhg,ph,ecf,1pm.s ho cr,o,tlma„baaonw.B06M'd fanpggYqdnamYrrenlMa'lre MITek .d wm.,,nl h-11, gTa.4a q,melec ✓,IwYgw ggaly mf�9e.Io1(IaMa(pWglca,edudlprhe Mkahn t o.^,e[W a,aclMnm]Ma1,gB llnsrxauf rmn sydamc.uelN]BIHIQMIy CMMo,O5ed9uq K91 BUYllaem,panxa 11 WWF EMBNE. SdNyINo X W Me rtanl FWR .21a N.ler Sheet Slle 311 NaRmXn VPYYIIE T,11]bto JM TMs Trus Type Dly Ply no fa66 1 ST0A T03 COMMON SUPPORTED GAB 1 1 JOD Reference o Sorel Bulldirg Component M,M. Jecomarnifle,R 32268 S.Ot0e Apr 202018MITas lyduMes,Ire. Ed Fab 1011:05:11201] Pagel .DN7bXdCR?VCWwGPo5_6Yyzpp88 ldNYxnMn]IfdUa&1GrtX3TI81C198nSeC0Bggmr2C6 2 8-0 tt-012 "! 11-091-12 5ffi= Sine=1 L.53 8 8 10 800 12 6 12 5 t3 4 3 618 2 4 d 3xd 32 31 30 29 28 27 28 25 2423 22 21 20 1B 10 iT 3fi= 2008 008 Plate Oftaefs(XYF- 190-9-00.2-11 LOADIMG(peff SPACING 240 CSI. DEFL. In (Ix) WellLb PUITES GRIP MILL 20.0 Rate GOP DOL 1.25 TO 0.06 Ved(LL) nod, - Na XI W20 2W190 TCDL 10.0 Lumber DOL 1.25 BG O.IXs YM(TL) Ne - Na 999 BOLL 0.0Rep Stress Ina YES WB 0.16 I Horz(TL) 0.00 17 No Ne BCDL 10.0 Code FBC2014?P12W7 MaMx-S Weight:146 to FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly aadmol or 640 oc burins, BOT CHORD 2x4 SP No.2 except end vedlcals. WEBS 2x4 SP Na3 BOTCHORD Rigid calling directly applied or 1 Mud do bracing. OTHERS 2x4 SP No.3 REACTIONS. Allbearingil2048. (b)- M3x Hou 1=-131(LO 10) Max Uplift All uplift 10011,oriels atfolnlls)1,17,25,26,27,28,29.W.31,32,23,22,21,20,19,18 MaxGrev All reactions 250 lb or less at Johns)1,17,25,26,27,28,29,W.31,32,23,22,21.20,19, 18 FORCES. (lb)-Mex.COmp.AYlax.Ton.-All romu290(Ib)orl0u excepiwhen shown. NOTES- 1)Uvavanced moi liv01oeds have bean considered for MI5 design. 2)WIN:ASCE 7-10;VUII=130mph(3-secant gust)Veal 01mph;TCDLd.Opsp BCDL-3Opsf;h=25ft;B-15i1;L 411;0ave=21t;Gat. 11;Exp B;Encl.,GCp1=O.18;MFRS(directional)and C C Comer( 3ul4 to 3-0-13,Ext l2)3-0-131011-0-12.Comer(3) 11 41 2 to 14-0-12 mrl G for members and forces 6 MWFRS for reacliore shown;Lumber DOLd.60 plate gill,DOL=160 3)Truss designed forwlnd loads in to plena of the muse only, For stocks exposed to wind(normal tote face),see Standard Industry Cade EM Donald as applicable,or consult quadded building dugner as per ANSUrPI 1. 4)All plates are 2x4 W20 unless otherwise IMlcafed. 5)Gado modules confinuave botom Mord bearing. 6)Gave studs spaced at 1i 0 oc, 7)This truss has been designed for a 10.0 PC bottom clwrd live load nonconw0ent with any other live loads. 8)'This Cuss hes been designed for a 11.load of 2061f on Me bottom chord In all areas where a rectal3E 01e11 by 0 0 wide will Ill between the boldin chord and any other members. 9)Provide mechanical..of.(by others)of Mus to bearing plate capable of withe moing 1001b upllit at joints)1,17,25.26,27, 28,2$33,31,V.23,22.21,20,19,18. Q wAW -Vmlly 4uVnxwyveWgaxagal£S ONTatS 4Ne W[LUOEa Mrtax REfEgxNLa PfeEMi)1Am.Im0.YM159afOPEYeE �'ax1 aW Ia urs aNy k1T MlHmcwxwlwx AYdeVQ�k Wxtl aYY uµn{ramglers tlwwn.uM klu m Yvf WAwI dadrg wmpwlept.rot e41ffi dyM1tern.Mtge�.tie b Mg dmbpr mlrN vallly tip tAyc2tlly IX dml{4�p�arplers mtl pNrnlY bluirryxaM Pk deYbn Mo M¢ovm[e wxlde9pn.a«YlaYra.meakmelenaebr bUwys replN to 6YNy rnlbgWarO WMpa Malnaµw�.waparQy�.pYloNayautlagwgWellwYpeaan.I.ar+fr oaamrYmsncnc usysuyy�weap,a pminmre 6k' Wmlbn ....ag8CndisaiwVCMppwrr a+rYMnwaske meabwM apNa 0 Bktl. Job Trus Trus Type ply INIiSTOA TM Roof Spacial Ply IB I TfON/B63 NUMI Com ouMSu Jadcsom411e,FI322l5 - Job Relerelxe tota ll ^p p pPY B.OtOs 9,1292016 MITek lndumes,Ile. Fn Fab 1011 ms:122eq Papel 10 DIM)adCR2VC IrS 61yzppee-Vgxwe]UBYRtYBegMMvMK4H0ffiBN00UbUtAlleaKCr 6H 11 012 152-12 1&2-0 206-0 BH 496 62-0 3-01-02 130 ak6= Sod.1/4•_1• s 20 BAp 12 18 21 II 4 'd4 2 21 U6 10 5 e 1 Id 11 22 10 23 8 6 46= = 6B_ py= Iu'= 410= DW II 31-4 100-0 I1A.12 15292 1&2: 298-0 811 bit d3< b2L 311-12 13-0 Plate OXaets lXYl- 13V300-2-01 ISEtll3e O-2951 LOADING(pafl BPACNlQ- 2-0-0 Cm. DEFL. In Qac) bell w PLATES amp TCLL 20.0 Plate Gnp DOL 1.25 TC 0.38 Veft(LL) -0.23 311 >999 240 k4120 24G180 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Ved(TL7 -0.4] 911 >529 100 BGLL 0.0 ' Rap Stres Incr VES WE 0.26 Ibrz(iL) 0.05 8 Na Na BCDL 10.0 Gude FBC2014RPI200] Meldx-MS Weigh:11610- FT=20X LUMall BRACING- TOPCHORD 2114 Be No.2 TOPOHORD SWMered Wood sheathing direcpyWill or 5A0 oc pulllna BOT CHORD 214 SP No.2 BOT CHORD Rigid celling dlredlyapplled or 10-0-0 m bracing, Except. WEBS 2114 SP ,m 3 6-0-0oc bracing:7-6. WEDGE Left:2x4 SP NO3,Right 2x4 SP No.3 REACTIONS. ("reft 1=1INV1*fhanlca1,8=62N0-36 Mex Hort 1=-13](LC 10) Mex Uplift 189(1-C 12),6=-92(LC 12) FORCES. (Ib)-Max.Comp Miax.Ten.-All lames 250(Ib)or less except Man shown. TOP CHORD Y2=-1153/165,2-3-111ID329,3J=957R76,4 5=Nei 6-NS157 BOT CHORD 1-11=101OSS 9-11=-1N686,39-90/509,5]=2]BI58,6&]=-119042 WEBS 2-11=-381218,3-11-1]1014,3-9=10&450,4-9-29]/164,59=9334 NOTES- 1)Unbalanced loot live loads now been considerer for Nos design. 2)Wind:ASCE]-10;V.It=13eraph(ase mm gut)Vastl=101 mph;TGDL S.0ps1;BCDL=5ppsf:h=25X;Bd5ft;1=24X;eavm4q Cat. Il;Ery B;Enol,00pi=0.18;MFRS(dlrodlonaB and C-C ExNdor(2)0-0-0 to 3 0-0,IMeni 3-0-0 to 11-092,Exlebor(2)11-0-12 to 14-0-12z G;C-C for members and tomes 8 MWFRS for reecflons shown;Lumbar DOL=1.60 plate Strip D01=1.60 3)This truss has been designed for a 10.0 pal bottom chord live load nonconeunWd with any other live loads. 4)'This truss has been designed for a love lead of 20.0psf on hie boflorn chard in all areas Mere a rectangle 380 tall by2-0 0 wide pill fit behaeen Me ballam chord a11d any other members,Win BCDL=190psf. 5)Refer to alNer(sl for truss to Trus Connemara. 6)Provide mechanical connection(by olhe re of truss to Dearing plate capable of Minstandllg 100 In uplift of hoint(s)1,6. subsessal yeffri efte p.eetiu.m RMOX81Ea PY pAsAWWCLWEa MIExpEfdi4Nef I4EfYl1Am.1 .VN11 ab.v. analne" a.lrmarp, eG e". ln—,nu vM�Nllnlg�Nntllly !de{mlu�.nal�mal only MxgyakL��g cumlwreoven, Wtlq�Rn.B Jip MkNetlkbgevml OucFlYq ollmFtluL lvs weUatl/w cM1rtl mem[a[aYY AWIkvM tem �n Nloll¢mrertll nwmYa.111a11naY.dlvsYg MRek' Ndwa151WAed Ka sMMlhadlo q.w�iCMl¢ee vMhl�Xa'M+�mdfMxYm]gWm vas",✓Yds. iu U.��Wtl pMrcadeWWUNtlti, hvknlbn via J..O&M1cvy a'ecM1n m[I lvwfgolNme[mlM�ssyaiae(ree/,Xy/Ipl OWMCMMb.aA-a9aM 6CL Wl4�a CompaMl 6eripa.�FL}M1a Nth. SeMY IrlwmaRm avdktla hwn Inm pati MAMe.21tl N.Ieu Shml 9J1e 312.Ne1wdM VA Y1311. Job Tries Tors TYPe Oly Ply 0411884 12068TOA TOS Then. pedAGoder 1 2 ^ BUMirg Component Supply, —em.1132256 8.01 0 s a so,oinsamealMusMes,Inn. Fd Hmlol1; 5:1 03201) Fall I D:DfsbXdCR VCWwOP05_SYYPOp MVJMNNI'tPookYldadl I74Za IeOIIVYMZCq Sit 1b012 13563 l%10. U 14 2I S)i SSB 2- 42 34a 3L6 6,6- 3cal..lle=1' 3 "�4 80 12 TO2 16 1B 9 13 12 11 10 B B 4xS 34 x M= 2x4 11 4xfo= aw 11 4,10- S]i 10.94a 11012 ld B" I 161Su zD9d L Plate OXsa fX.Yl--et110-0-00.1-5115'0.34 E7dpe11]'0580301 sa4 034 2542 31a 3t t0 0 2 LOADING(psi) SPACNlG 2-0.0 CM. DEFL In (Idx:) lMefl LM PLATES GRIP TCLL 40.0 Plate Orip DOL 1.00 TC 0.65 V.ri 0.101012 >999 360 Mai 24G180 TCDL 10.0 Lumbar DOL 1.00 BC Olt Ven(TL) -0.21 1012 >999 240 BCLL 0.0 ' Pep S(mss Ma NO WB 0. / Horz(TL) 0.0.9 18 Na Na BCDL 5.0 Cade FBG2014?-bdw MatrixMS Wind(LL) 0.041012 >999 240 Wadi 2591b FT=20% LUMBER- BRACING- TOP CHORD 20,SP No.2 TOP CHORD Structures]Y sheathing directly applied or 80.0 oc pudins, ROT CHORD 2x4 SP No.2 except end venlcals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly aWilei or 10 O0 ac bracing. OTHERS 20 SP Ni WEDGE Wit:2x4 SP No 3 REACTIONS, gbhlxe) 1=1373, whanlcal,18=2314Po-2 12 Max Hour, 1=XuRLC 12) FORCES. iib)-Max.Comp.Msx.Ten.-All forces 250 gal or less except when shown. TOP CHORD 12=-204]/p,2-3=153310,5a=3t tp9,6]=-3110.N BOT CHORD 143=-23U1580,12-13=-23W15BD,10-12J 40Fv,010=N4206,8 9=0/444 WEBS 2-12=-569/181,3-12=0/28]6,35=-2B9U18,5-12=38]8/0,5-9.12881163,89=124]!0, 74-03251 NOTES 1)2-ply time,m be connected together vdM 104(0.131"0')nails as follows: Top chords connected as follow:2x4-1 row at Sao oc. Boxom chards corrected as tolbwp:2x4-1 row at 09-0 oc. Webs connected as follow:2x4 1 row at O"w. 2)All loads are cankered equally applied to all plies,except If noted as front(F)or back(B)tete In the LOAD CASES)section.Pty to Ply connections have been posted to distribute only loads noted as(F)or(R),unless MherMse indicated. 3)Unbalanced root Ilse loads base been considered for this design. 4)Wind ASCE 7-10;VW1=130mph(3-seoond gust)Vasd=l Olmph;TCDL6.Owh BCDL�Owl;h=25th B-Rut:L=2411;eave�8;Cal. 11;Exp 3;Encl.,GCpi=0.18:MWFRS(directional)and 0 ExteWr(2)OT-0 to 3-0-0,Intexor(i)3 O0 to 11-012,ExtewR2)11-0-12 to 134-12,Interior(1)134-12 to 19-10-02ors;C-C for members and forces&MFRS for reactions sbovm;Lvnber DOL=180 plate grip DOL-L60 5)Provide adequate drainage to prevent ease,sanding. 6)This tare has been assigned for a 10.0 hof Wail=awrd live load sonconaurrem With any otherIfee loads. 7)-This truss hes been deslgred fora live bed of 20.Owf on Ne witom dwtd in all areas where a rectangle 3a-0 tali by2-00 Was Will fit bels en Me whom chord and any other members. 8)Refer to girders)for toss to toes connections. 9)Bearing at 11 18 considers part to grain value using AN$nPl 1 angle m grain formulaa. Bunidirlg designer should Verity capacity of bearing surface. 10)Provide mechanical connection(by off of boss to bearing plate at hours)18. LOAD CASE(S) Standard A WAIT -YMIyNsty, emelxanrORFJaXarE9der hasABONLLWFOY'IExpEF9URCEPAOLI►llAnr IaYYNI6BHdIlEass "Hod W I mJ NIn MIIeL2 MsdeYgnhhurY r�mpa 1 iwwn.agkrmm MM9tl WNYpcompennL ml uibnHo aok �T4Aq WYnrrer IveiN n1I1k'n1YlNolb"nulI �emadpe�dYmcaWafe lrbtletlpn Fto tt¢ovot rWarro a eww.xrneaxl rx 1tx<aire IrreNaammweb 1 umembmwv.PMAxxxtemwrmymePaeeo,eeta�no MRek' oY•�« a 1x SWMrxxti w :+Iwsdwmmr» rx. axW.rnxtw wmly�wewe. R.par.xaye�Ka ralt�a.0 nm ssWinesm .—b--xlM !reel M1u m yie:m +xxL/MI GudM aeMb,wBe9aq eCYWWnpewpoimnr reex v.b Ems eN4. blMYlewmoxm tlRA Oanl % n.218N 1e 81 ]r9 dila�M11 VP'G31 J. ialrye.FL 3%10 Jab Truas Truss Type Oly qy nwla9w 12056TOA T05 Roof Spacial GiMx f 2 Job Paiererca o 4orcl Buwilg Comphnanl5upply, Jeckwenlle,Fl3225B B.w0s Ppr 2DM110 MiTek IMlxldes,Irc. Fn Feb 1011:05:19 W1) Pepa2 ID:011yb%UGR?VCW WOPOS_SYyrype&NVJMNNI1PookYIJUZEUY31Z32WIeOXVYanZCq LOAD CME(S) Slanderd 1)Deed a Rool Live(bW.W):Lumber Increase=1.00,Plale Irkreese=1.00 UNlmm Loads(pit) Veil:I. -1 W.3-d=-100.54=530,B-15_i 0 QWAM/NeVerey NapnpuemalxaxNRFJO NOTEe pN)MB AHa NCIVDFOMIfFI16ENINCE pAOFl6)<Am.IOOYNIaaaiOgE USE �qV1 mWtl lu u�mIY Wlb MIIekJcanm[:My,Rh�ITkLmAgaYIM�Wamelee9xwm.og61w m MUrIM lMWgcangvml.rol nhlmmlan Qelue vr.Il�e1TI�>prle4dp�musl�glly rypgµptilNoIMGS�p�anelasmy POWIYNeunaale lMrL'9y�F10 P¢avadl sM �o aeI Wl¢eeNWM'p�mF�W�pg'�JaYpuvlvtivtl�nmlEaa MY.NMaem]lemf Watl Pom�aw�I Mae1�B k• Idvtalbtslw A.O&N¢tY.sec%nm[IMa'Lgo111UwvaMlnmMlnnc asel�NL/INI Guy Iv91ad PS�l;a�e�eNagt�e }dNyldpmClgn a�Wetlahmm lne FMle pMttae.RIB N.Iee Slreel.Alle JlP.NemtlM Vh Y[YJIE�'a�„��aI BWMnp ConpplanlFL aOfPoM E�ae BMtl tenp. . JOE Trues Truss Typa -- Ory Ply 12068TOA 706 Raa Special I I 710414886 fleleraM1a(ooXonW Baldirp Campeneil Supply, Jandid n4lle,R 32256 - BOtOSApr 202016 MITek lydu3Na,I.. Fri FeE 1011:05:14201> Peget ID:MYI,XdCRTVCWYAPd6 SYyzpp69 RGWaWP42]PoyJkM1Pa&SCMy09JInue2a lramit 5312 11812 1283 3 131eq 0.6.0 SS12 SFa LL12 10 34-0 3-09 BVB 2,4 II aces-1,49.1 45= 2:4 c 6 5 am 12 22 2 2 3x6 2w II sxlz- 21 ]xtd B e 23 1 se i 15 14 13 12 11 10 41_ 34 II sYe= w II 6x12= 34 II to12 Miami 5512 1684 11101121364 1&lpa 1 2660 SSt2 5812 V34 2-5-12 31-0 3]4 PMte Onsas(XY)- IP0800-0.13113'0300.1-121140-0.10 O3J11)'0.39 Etlgall 0-580.3-0111 ' 62 I LOADING(pat) SPACING- 2-0-0 C61. DEFL. n gac) loan LM PlATEB GRIP TCLL 40.0 %ae Grip 1.00 TC 0.83 VedjLL) -0.2012-14 >999 290 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Veh(TL) 0.3] 12-14 x663 tea M18SHS 244/190 SOL 0.0 ' Rep Stress Inor NO WB 0.85 Hmr (TL) 0.09 20 Ne Ne BCDL SO Code CO'RBC2014RP1200) Mamx-MS Weight 132m FT-20% WMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing 0lrectly applied or 3-3-14m purlins, BOTCHORD 2x4 SP No.1 ex[pptalevsRlcal3. Except: WEBS 2x4 SP Na3'Exmpt' 8OO oc brednp:56 314,9-11:2x4 SP No.2 BOT CHORD Rigid calling directly applied or 10 a a on bracing.OTHERS 2x4 SP No.3 WEBS iRatarut radial )-14,3-) WEDGE Leel:2x4 SP No.3 REACTIONS (Ib/aze) 1=IUVIAeci mrdI.20=15PVO-36 Max Harz 1=2%(LC 9) Mex Uplift 1=6)(-C 12),20=76(LC 9) FORCES. (N)-Max.Comp,1A .Ten.-All fomes 250(Ib)orlsea exceptwtlen shorn. TOP CHORD i-2=1999/196,2 -1481/116,)4=2350/120,69=23501120 BOT CHORD t-15=-1]011545,14-15=-1)011545,12-14_1103843,11-12=41Y 5,1011=-1 W2 I WEBS 2-1x=5]3/1)4,314=-1412)18,)-14=-3033/114,3]=252)/15,]-11=132W, 611=39Y109,411=1222481 NOTES 1)Unbalanced root live loads have been considered far Nis,design, 2)Wind ASCE)-16,Vu11=13omph(3-second gust)Vaed101 mph;TCDL=S.Opst;Bi Opt;h=25X;8=4511;L=24f;save�ft;Cat. 11;Exp R;Encl.,GCp",18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL_16O 3)C-C rend lead user defined. 4)Pravda adequate drainage to prevent water ponding. 5)At plates ale W20 plates unless oMepwise indicated 6)THS truss has been designed lore 10.0 psi bottom chord live bed ppnconcumenl With arty other live loads. 7)'This Was has been designed fora live lead 3f 20.Opsl on the hoftom chord In all does wfiere a rectagle 36 0 tell by 2-00 able Wil fit between the Eoflom chord and any other members. B)Refer to orders)lar truss to truss conneamme. 9)Bei at Idnt(s)20 considers parallal to gran value wing ANSI/TPI 1 apple to deem formula. Balding designer should verity difin Y of owing surface. 10)Provide mechaycal connection(by others)of ass to beii plate capeNe of withstanding 100II,uplift at hunts)1,20. 11)Load waste)1,2,3,4,5,6,TS.9,10,11,12,13,14,15,16,1),16.19,20,21,22.23.24 heyTave been modified.Balding designer must review loads to verily Nat they are coned lar the Intended use of this truss. 12)Graphical push repre3enta1on does not depict Ne aze or the cremation N the puiMn along the top mi bdtem chard. LOAD CASE(S) 1)Deed♦Pool Live(baanced):Lumber Increase=100,Plate Inepeasa=l.a0 Q W4FNNa Vuny CVlpn pxxMa e,M Ased NbI88 aIMINOYCLVpEVYIER gElEMNQ IIKMe]4)]m.u.",BEEO3EV3E m veWtll I4 vYIIn MI11 MM lrvµv I 1 pnba�e Eassd MYap�n Marolers Laum.otlkbm MNtaM diWp<anpannl.rot naaiM Wp v. N mLulcdaNep Wegnlwunyremaq pepaly ncexpwape nkdea�nnloqurvii I p,unrq reap ® :s, 1. emr,<euelP alntnMxxB naWehoatM odea meeamnawv. AhlMd Mmaawmapammeall.-na k• kh �YrnwXlxa rn agLAllY ural breves mllgw wllnq»ig naxnxM Lyfyagq(yaly Wuµp_fw V&�tl pel5a'ceeeaadp fW adkv1brt51uiaae.dHlve,Y-e+eKlla,m]UmSyl al In rmsapq NmspMx,ygN/IgIGMINawb.a6eJeaM IC]I WpCmparwY .e at EaY4. '. ybly lnrpmaXw nwll��imm ilio Ralw lmliNln.21BN.lee Srenl,9xRJ12 MsmMh VR2231 E. Lnp.RLFL ayta JOE Tws Tm84 TYPE DN ply 0 14686 112058TDA TOB Raa Spalel 1 1 Builtli----- --- Paulus JOO Relwwce o Doral pO Suppy, Jazksonnlle,fl32256 6A10sex,siz016MReklndustries,Im. Fri Fee 1011:05:15201] Pe9e2 :U lyeXtlCRWCWeQPd6 6Y}rzpp69 vOd3n8%IMF625NP W1iMN6MLO21121iMOTAanZCo LOAD CASE(S) Uniform Loads(Pit) Vat 1-3-1 DO,34=-100,4-E-1a0,]-9=-100,to-17-10 Concentrated Loads(Ib) Vat:7-648 2)Coad+0.75 Rood Lve(balanced):Lumber Inaeass1.00,Plate increase-1.W Uniform Loads(pit) Vena-3=30,34=93,48=-80,7-4_-60,10,17-10 ConwnDated Loads gb) Ven:7=575 3)Dead+Urrb a iudl Atfic WlOout Storage:Lumber Increase=125,Plate Increase=125 UM oma Loads(pIN Ven:1{ -20,33-20,46=20,]-1?P 10-17=-30 CorlceMraled Loads 01b) Van:7-429 4)Dead+0.6 GC WPM(Poe.Intemat)Case C Lumber Increase=t so,Plate Increase=160 Uniform Loads(pIN Val 1-21=26,3-21=20,30.28.44i13.7-23=30,9-23=23,10-1]=6 HO¢1-21-38,321=-30 346,5-]=1] ConceMmled Loads(Ib) Ven:7-182 5)Dead+0.6 CC Wind(Poe.Internal)Case 2:Lumber Imicas6=1 sQ Plate Increase=lsll Uniform Loads(pig Val:t-22=20,322=26,3--20,4623,7-9=23,1 01 7--6 Hort 1-2L--30,3-22=-W,34-x,S7=1] CaweMmted Loans(1b) Ven:7-173 6)Dead+0.6 C-C WPM(Neg.Internal)Case 1:Lumber Increare l eq Plate Increase=1.60 Uniform Loads(pit) Vert 1-3=-50,3- -K 4-8=-32,7-9=32,1 DF1 7-1 0 Ho¢I-9 .3m .37=-14 COncentedetl Loads(Ib) Vat:7-467 7)Dead+0.6 GC Wind(Neg.Internal)Case 2:Lumber Inc ease=1.60,Plate Increase=1,60 Uniform Loads(PIP) Ven:1-3=50,31=-M,46-32,7-9'101]=-10 Ho¢1-3=,31=30,5-7=-14 Conoernmted Loads(Ib) Vert 7=-067 8)Died!+0.6 MFRS WPM(Pos.Intemal)Leff:Lumber IMrsanal Plate Increase=l 60 Uniform Loads(bg Vert:1-3=1.3 4=10,4-6=13,7,9=13,10-1L-8 Hoe 13=-11,33=20,5 7=2 Concenlreled Loads(Ib) Ven:7=223 9)Dead+0.6 MFRS Wind(Pos.Intemal)Right:Lumber Inomese=lsq Plate Increase=l,fO Undone Loads(pit) Ven:13=10,34=1,4(3=28 79=28,10-17=6 Hoe 1-3-20,31=11,5-7-31 Concentrated Loads(Ib) Vert 7=-169 10)Dead+0.6 MFRS Wind(Neg.Internal)Lab:Lumber Increase=16q Plate Increase=1.50 Uniform Loads qd) Vert:1-3-30,34-10,46=21,7-9-_-21,10,17_10 Four:1-3--10.3-0.10,57=23 COncenhated Loads(1b) Ven:7=-421 11)Dead+0.6 MFRS WPM(Neg,Intemal)Right:Lumber Increase=1.80,Plate Increase=ls0 Uniform Loads(pig Ven:1-3=-10,3-4=-3q 48=-21,]-8-21,10-17=-10 Ho¢1-3=10,34=10,S7=-9 Comemrated Loads(Ib) Ven:7=394 12)Dried!+0.6 MFRS WIM(Pos,tMemaN 1st Parallel:Lumber Increase-I.%Plate Increase-1.0 Uniform Loads(pit) Ven:13=19,34=19,4 6=19,7-9=19,101]-8 HOU:13=-29,3--29, 5,7N Concentrated Losses Pig Ven:]-201 13)Deed+0.8 MFRS WPM(Pos.Intemal)2nd Paallel:Lumber IncM&e=1.6q Plate Increase=l.W Uniform Loads(WN Ven:1-3A,3-0=6,"8 .]-9=8,10-1]-6 Ho¢13-l8,34=18,5-7=7 Concentrated Loads(Ib) Vert:]-239 14)Dead!+0.6 MFRS WPM(Neg.Internal)1st PareP Lumber Increase=1.60,Plate Increase=1.60 Q WINtlIa-ee+N4elelpeeleeeer4661EWO nesse Me ead XICLUDEE MIICN e6FRINCE eeGa.ePPV-IE0.4ID I.,.. Leann alleYAc-Fe,hhdey3n. .]cn1YNr=ll Wanerers Nnwn.ggalamMN#q'unes,m '-I roi Id • dIn6 rydan.Berae�.IM U W,p tlm{Innr mpl venlN IM gFticaULIN oI dad{Fl Mrmuim ani LM�eaY YciaPxMe 0,6 Il,lo n¢,rveeal Nrq~ ®a JghKraletlk ro!-eaumt WctlrV erYMkMM n�wabml/ucl'uamal^�aiaYv. NMsassompuWaNP luraNM,cw MRek' 6dwoy5 retfyatl plyl2Myugbpevmitwllq[e v.6n Fee49al ✓1 LMeY my is gggyryniipfa{gr¢rtlptivlcxre,Fe ire I�kR4b,alwo3e,h{4ny,daXMm]pa[:Lq Mnuva a'dlnm Mlemc wr1N51/IRI Qgly Clllw4,aL 99 aq BC9 WMeCOrippienl 6Bnf Fent EM BN4. ltlelr INwnrWr w�ladepom Ne Rale Mlle.RIB N.Len Slreal.SJb]11.NemvN VPRR314 Tailpe FL 7]610 JOD Tmx T.Ty6e ON MY 12o5aTOA TOB Roof Special 1 1 10414666 BWMhq CamporpM Supply, Jay.BWrv111e,F132258Palo d Apr 202016 MI I Is Industries,RIC, Fn FOOD 101135:15 M17 Fage3 :Ohyb%dCfV=. WxOPOS SYyVp69-r d3mXlWFUSUd .,WN L021121iMOxR Co LORA CASE(S) Uniform Loads(pit) Vat:t-3=21,34-21,46-21,7-9=-21,161)-10 Harz 13=1,34-1,5 7=28 Corcaltraled Wads(ID) Ven:7=438 15)Dead!+0.6 MFRS Wind(Nag.Internal)210 Parallel:Lumber Increase=l.W,Plate Increese=1.60 Uniform Loads(plt, Ven:1-3=-21,3-4-21,4 21,7-�-21,10-17=-to Hou:1�1,39=1,S7¢ Cm Penned Loads(Ib) Ven:7=4W 16)Dead:Lumber Inarease�,W,Plate lwreaae�.90 Flt.mem=O.W Unliam Loads(pit) Ved:1-3=-20,34-20,4,5-20.7-9=-20,10 17-10 Con.mated Loade(Ib) Van:]=357 17)Dead+0.75 Roof Use(bal.)+0.]5(0.6 MFRS Wind(Neg.Int(Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p7-) Ven:1-3=68,34=-03,48=61,7-2-81,10-17=-10 Hors:13=0,3d=7,S7=17 COncaltreted Loans(lb) Van:7-623 18)Dead.0+75 Roof Uva(bel.)+0.95(0.6 MFRS Wind(Nag.Int)Rlght,:Lumbar Increase=1.W,Plate Increase-1.W Uniform Loans(pit) Ven:1�-03,3i=6B,46=61,7-9=-81,10.17-10 Hort 1-3-7,3-4=-8,S7=-7 Corwerdratetl Loans(Ib) Van:]-603 19)Dead+0.76 floor Use(bal.)+0.75(0.8 MFRS Wind(Nag.Int,let Parallel).Lumbar I..,l.W,Plate Increase=l.W Uniform Loans(pit, Ven:t-3=-81,34-61,46=81,79 81,lo-n-10 HO21-11,3i-1,54=21 Concentrated Loatls(Ib) Ven:7=637 20)Coast+0.75 Roof Live ned+)+0.75(0.6 MWPRS WInd(Ise,.oat)2M Parallel):Lumber rwreasa=l.W,Plale 9Crease-1.6,C) Union Loads(pit) Ven:t-3=-81,34-81,4"I,7-4-81,10-17=-10 H0m 13_-1,3�4-1,57=21 Cm,aranded Loatls(Ib) Ven:7=637 21) 1st Dead+Roof Use(unbalars so Lumber Increase=1.00,Plate Increase=1.00 Uniform Loans(elf) Ven:1-2-i W,34_---20,4-6=20,7 9-20.1 G-1 7=10 OOncmtralad Loads(ID) Vert:7=648 22)2nd Deed+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Urffmm Loads(pit) Ven:1-3=-20,34=10(),48=9 W,Z9=-100,10-17=-10 Concentrated Loads(Ib) Vat:7-648 23)3rd Dead+O]5 Roof Use(untradar d):Lumber Increase--1.00,Rale Imrea5a=1.o0 Unit..Loads(dt) Vat:1-3-80,3-4-20,46-20,7-2-20,1017=90 Concenhatent Loads(1b) Van:7=-575 24)411 DeM+0.75 Roof Live(unbalanced):Lumber Irwrease=l.W,Plate Increase=l 00 Uniform We&(plt, Ven:1-( K34=80,46=60,7-2-80,10-17=-10 Concentrated Loans(Ib) Ven:7-575 Q son. aeasCWdnpvvnrnd Enn aFAO NOIfda/1a6INe NC(1q®.1p/EN afffalNCE IIOEIM)IArw.nodual Sses-7- Oed.vtlltlWuwwYywu,sau.. re ,- ho.g elma]wYYLL Npt«nelers Nnwn.ugakxmhAWAxd WIN)I mrr-nt rol om®bynern.Mlaeue,IMxaci"eq{mmul.1 IN,gl4".IN of Wpm ryvanrelasmJl.< Ifyagwnno,n R3 WYpn Flo tte ova«I warq nes9e. aacdphvMaln]eIn--r,t-oil NlnWMMdh,v-I,Ipbrcrora manbaf auv.7mmar,.nnwm mdfK+ma'xnla«ere MIT@'( h.-N,WYwlrw asiNmtlw wevml«Jkryww aaI I.N 1-.no,. sU ,W,Rle (orparerd p,l]a,ce regadM{nu MMkalM sl«Ips.tlelNe,r..em:MtN[x«bp or m,seSmdlnm:vlM+nx snMNu/Ia1gsMN CTwla.oseaeaM neu WY6,9aanW,Mnr .W Feha EM m,o 9MIYYMmbanoWQJe hon lr,m Rak InSXMe.RItl N.Iro Lreal.SlleJl2 Neywd,Fy VPR'131 E. - To, FL 33810 iJob Tues Tama Typefryy -.. 041 668 12056TOA TW Roof 3palel I 1 i optional euldlnp Component Slpply, JwksoamlM,FI92256 BOtOSAq 202016 MlTeklndustrles,mc. Fn Fe01011:0.5:15201] Pepst ID:DdybXdCRNCWWOPoS SYy PP69-vOd3ne)(1rMF62600'2WfivA K2 WIiM0 ZR Ce F612 11012 1- 1368 96 166 20-60 %92 SYO O]1 1g60 34-0 3]-6 fits- 'h41 ace.-151.6 94= a 4 3136 Sao It2 y drt�i 2 she- 2N li .12- 21 7x10 6 9 4 2d So 15 td 13 1z 11 10 Sse 2x4 SR= DWI. .2= w1 302M166H6- s81z lo-ae "V 161" 2060 6512 ss12 03a sa12 3-7B PIMA OttsetaMYl- 110400.0.131130.3-00.1-121 14'0-0-10 I A'0-3-0Etl0al I ' -SA 03-Ol l P2-12111d'0.2 02 1 LOADING(per) SPACING 2 Pp Cm. DEFL In (bc) IPoM` Ib PLATES amp TCLL 40.0 Plate Gno DOL 1W TC 0.84 Veh(LL) -0.2112-114 x999 240 MT20 204190 TCDL 10.0 Lumber DOL 1.0) SC 1.00 Ven(TL) -0.3012-14 >83B 183 MI BSHS 2dd/190 B_LL 0.0 ' Rep Stress Ircr NO WE 0.81 HOU(TL) 0.04 20 We We BCDL 5.0 Code FBC2014/TPI2007 Matrix-MS Waighb 13416 FT=20ae LUMBER- BRACING- TOPCHORD 2x4SPNo.2 TOPCHORD StrucWrslvmmdshea iNdimcllyapplkdor9-2-IOmpudim, BOT CHORD 2x4 SP NO1 exceplaaMy6dIca15. Except WEBS 20 SP No.3 6-00 cc bracing:56 3-14,9-11,714:2x4 SP No.2 BOTCHORD Rigid ceiling directly applied or 1000 oc coming, OTHERS ffi4 SP Nod WEBS IROWatmldpl 3-7 WEDGE Left:20 SP No.3 REACTIONS. glphila) 1=1375IMechunice,20=159(r/P3 8 Mex Hoa 1=26](LC 9) Mex UfsM b:ia5(LC 12).20=106(LC 9) FORCES. (lb)-Max.Comp.IMax.Ten.-All tomes 250(Ib)or less except WTan shown. TOPCHORD i-2=-2058/132,23=1541/112,]-e=2482/155,39_-208&155 BOT CHORD 1-15=-191/1592,1495=-191/1592,12-14=902/4003,11-12=-18&414],10-11=21/2]2 WEBS 214=55]/i)3,31M_-100.3855,]-11=195191,311_398r109,9i1=159/2601, ]-14=-385&1]5,3]=-2643201 NOTES 1)Unbalanced mof Ilve leads neve been considered ter MIS design. 2)WIN:ASCE 7-10;Vull=130mph(3-spai gust)Val 01 mph;TCDL=S.Opsf;BCDL-3.0pst;h=251;871511;1241;aave=40;Cal. ll;Exp B;inch,GCp60.18.MWFRS(diierabo al)and C Exteriorly 000I 30-0,tmarlq(1)3-0-0 to 11012,Belli 11 0l 2 to 16-4-12,IMedor(1)16-112 to 20412 mrre;C-C for members and lamas 8 MFRS for reactions sloven;Lumber DOL=1.60 plate grip OOL=1.60 3)Provide adequate drainage to prevent water imaging 4)All plates are MT20 plates unless o0wheise irgicafed. 5)This truss has been designed for a 10.0 Pal bo8em chord]be load nonconowarat path any other live loads. 6)'T11Is buss has been designed for a Ilya Iced of 200psf on the bo6om chord In all areas Wbere a rectangle 3-6 0 tall by 2-0-0 Wde MII rt between the bonwn choM and awry other members, ]) Refer,to glowds)for tame to pass connections. 8)Bearing at ent(s)20 considers palellel to grain yalm ming ANSI/TPI 1 angle to grain lOdnula, Building designer should vedfy capacity of bearing screw. 9)Provide mechanical connection(by otters)of truss to bearing plate cepede of vAmstanding 100 In upfft at lolnt(s)1 except ON:M) 201 10)Graphical pudln representation does not dspkt the size or the o0enlation of the purin along the top anchor bottom chood. LOAD CASES) Standard 1)Dead a Roof live(balanced):Lumber Incress ii W,Plate Irciease=l W Q WIMtl(a-Y�Yy MepapewM.n�tl pEaa NalCi qY dess INe MLWFO ylEN 6EFWXCE IIOEILL)4)]m.aseled rSaWPEWE Ik4,P uytlr.us. aMln hassuc dwacb .Ills,siVtkt" aYYr4"hpaaeeleo Ngam,agaIam Nrs anMr9 cemrnrcnl,rot Mmrybsn.P¢Iae u¢.11n ppNp dzAra nvawdayllwgTAk2YIN oa W4nn gxenaielersad gµw,lyhcaaawvde Mk dedanlnb Ilw ovgW dMagdstlgn. Baclg4vhaledhlo gevenl dcpYq IXkAN41t JMmwebaq/a chid memYMdYY-a}IIMW lenpxayatl Paamwnl da'lag kaways�eaAed roe.lmuNamloo-«remrsalwewmlxund ra mdan1—wdSIc .mia9a.wauea�+aee>°�aawa. MRear ILL kalkn Aao2e.�llve,y.eae[:Rmm[Itm'YpoaMvwaa[I tare:vraemt uaWlA/1g1 QwNn CIIIxA.p36�a9wM eCEIwMpCanpaxnl bav,P.=10NE. a4WW IRanatllm wamle nom 1nm RmexmMlo.zl6 n.lae seer.sma12 aewgni vnavale. ].,.P.,n amlo Job Trlen Trtes Type Qty ply T1091<888 12058TOA TO] Pool SpaciM 1 1 Job Deference 4anl &slJirg CompolWM Supply, Jedaomille,FI32288 8.010e Apr20E0 N8 -bquslll S7zi. Fe7Mi" 1O8:1 Msyw M ID Dllyb%BCIYfVGWWQP�BVyzppe&NpAP_U%kpNZIFShIDGE)A%impin0/�DMByWtrmZCn LOAD CA (t) P.dD UNfoq Lmft(p10 Vett 1-3 1M.34--Wq4 -M.]-> -100,1 -17=10 CmwtrWM Loe s(Ib) Ved:7=-7 8 Q WAgNWfi-VMN NYpngmM�.vN gEIO NOIE50N�MRINO P'CLYIXy.NIEN gEFFNINCE IAOE/Y)IAnv IY0.YNIf 1ENMUeE. O�Ym MNlu vss UYVYMi MIekB¢n¢dwi.RhtlnSgn elxwal pYY WM ppMne�ers.Nmm.gghla m hSN]ul WNYlaeem{wpOL roi Myma a.NpN BxlghvMOL kofµnvanlfrcMM otlM a �t�MINvnMrd/ohx4mmV�a9oN1'IIYlanf+eWwJVnrnn�nl Mecl�q sewanrE+aWeN al+rwWv�br.+�m�r,llv,v:wm w�+a pelN�ee lwYr.,e wwtlmw�roe r.Ne�aeAevka�wanme MIT6k' Idrt'.aMaalwa�a.�Mvery rxlWnatltx�a:l�q nllnme[mtltnmiyslarnz atmNlSVI%I VAMQYxb.n9d9aM eCL WYfpConp.nnl 4 T.T)W vuFeEMOXtl. smW INwnm�owAwle eom n�awte mmnrte.RI9 N.ien snea�.s��alz vnazmNe.11 ear J.b Tvs T -Type Gfy vry na414667 12056TOA T00 HALF HIP GIRDER 1 2 Job Ratxerce 8anel Bulldog Componxa Slgpd Jaakamiik,FI32256 BA10e Apr202ot"CgYlNVgHs,Inc. Frr Feb1011:05:1]201] Mm 10: Ilyb%dCR9VCWYAPOS_SYydpp69s11gCgYHNZVOHPIJ%TyVNGhxA26Wptl(VgV2NanZCm 9E8 BA-19 heti 1.1e 1329 W_11 1]11-11 L. 3&8 365 1-S) bid 1-619 26-11 2-2-0 L. Sub=137.2 00 F12 2M IIa6- 2 4b=av10= 'h4 !1 48= 1Uila- 812 4 6 1a w 12 1t 40 9 ass 84L S6= N14.2049- 89= .411 aid 6413 ]f4 114-12 132E Is" 1]41-11 2330 3B8 2$5 1-57 414 1619 2$11 23] 286 Plate Oflsels lXYF 130-3-0OLO1O0.2-4 O2A1180-Sd 0.S0Al D3-00.2A1 ft ' Etl 1112'0. 0-2-81 LOADING loft SPACING 2-00 CSI. OEFL In (lac) Ikkll Lb PLATES GRIP TGLL 40.0 Plate Oap DOL 1.00 TC 0.99 Ved(LL) -0.2311-12 >999 360 M720 244/1M TCDL 10.0 Lvnber DOL 1.00 BC if V."I -0.Q 11-12 >518 240 Mi20H5 187/149 BCLL O.D ' Rep Stress Ina NO WB 0.82 Huct(TL) 0.07 16 Na rb4 BCDL 5.0 Cotle FBC2014?P@00] Meft(I Wind(LL) 0.1111-12 >999 240 Weight 25216 FT=2(Y% LUBBER- BRACING TOPCHORD 2x4 SP I'Except' TOPCHORD Sllucfural wood something dImc0y applied or 2-56 co pudbns, 35:2x6 SP No.2,S8:M SP No.1 .,t end verkers. BOT CHORD 2x4 SP SS'ExwpP BOTCHORD Rigid calling directly pled.110-1-1 oc loading. 911:2x4 SP Nm1 WEBS 2x4 SP No.3'Exrept' 39;2x4 SP No 2.312,4-11.7-11,810:2x4 SP I OTHERS 2x6 SP No.2 REACTIONS. Qlpyace) 14=373)fMmftmMa1,18=3531N-5E Max Hol] 14=52(LC 12) Mas uplift 16--7319) FORCES. (Ib)-Max Comp./Max Ten.-AIL Imial(to)o lese except Mien shown. TOP CHORD 1-2-41I W9,3-4=-1109&9,46-12682/185,6-0=-1218&153,7A-717361300, 1-14-267/68 BOT CHORD 13-14�744,12-13=4582],11-12=0111038,1011=A 26,9-lo=-,W,, WEBS 312=)05700,4-12-2027)0,4-11=424/1829,6-11=3SDI70.7-11-0/5017, 7-10=-332&158,11d0=301T16,3-14-8540)0 NOTES 1)2-plytruss to be connectetl t.gatherwib IDM(0.131'ld1')nails acfollows: Top chords connec1etl as follows:2x4-1 mw at 09-0 oc,2M-2 rows staggered at 0.9-0 oc. Bottom chords cmuss"aa as followa:2x4-1 mw at 69-0 co. Webs conmacted ac follows:2x4-1 row at 0,9-11.. 2)All loads are considered equally applied to all plias,except It noted as Iron(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 ofhervdse Indiwfed. 3)Unbalanced mot live loads have been considered for 911s design, 4)Wit ASCE 710;Vult=130hoph(3-smord guSD Vasd=101 mph;TCDLS.opsf;BCDL�,Oosf,,h=25e;83511 --24g;save-111:Cat. Il;Exp B;E.L.GCpi=O18:MW FRS(directional)and C Exterior(2)01-12 to 3-0-12,Interni 34-121019-10.12 ax CC for members and forces&MFRS for reactions shown:Lumber DOL=180 plate gip DOL-160 5)Provide adequate drainage to prevent wafer poollg. 6)All plates are W20 plates rebels olitenwiae indicated, 7)This mus has baxr designed for a 10.0 pat bofmm chord live load noncolwunent MIh any Other live loads. 8)'This trues has bean designed lora live load of 20.rimd on the bodom chard In all areas were a rectangle 360 fall by 240 wide MII fit between the bottom cord and any,other members. 9)Refer to girdx(s)for truss to truss connections. 10)Beadng atloinf(s)16coreiders parallel to grain voice using ANSVfPl i angle togminfonnula. Burichngdeslgnershouldvertfy capadty of basing surface. 11)Provide numbaNcal connection(by others)of tmss to bearing plate capable of Mlhstending 100 to uplift al lolnt(s)16. 12)Harger(s)or other connection deviceb)Mall be provided sufficient to support concenValetl l.0d(9). The deslgirmsec0on of such In-madonsubsifty of iffir. hwAM1IMdx�Bx tee SxIn aH NCLWFp M1Exokor dr nUnd Iff on road EWPE UBE �rvootl MusaYy wT M1eA®G-1-.IMaMiN.n 6lraN wYYrM>n PcrmnRrt Naxn,aghlnm MYAOVM MMd,y cnnrpr¢nt not Mmnyxl �wcheiv¢1: .",Usylmoorks l.n VtIXIINoIO.1. , one" ggaly Mapyde lbw ycKjnlnlolMarve� WO'gdeY9n. Bv3p Ygcoletlaloe le�anl[ucWyol6MMNq lr,mµepuq/a cluvtl memEMaJYmI.IXM I hdway,e4Aedly _..."ca I "ca.Iecav,mit4rtYuxam,gooth' . . .c1 P44ue rtyarErW fns , easerb nLaa.e,tlwMUY.xxMnaNM¢Xi.nllm nviarrau..M ivaMN51/1N14wtllhallxN.ae!-19aq 6CL W6NgCorryMrwrl BBOd PeM Etl&itl. 9dxYlrhmmXm avataLieha.9us Fqm erplllule.218)0.We S1rea1.S41e S12 AEaadXa gY(311. Tenpe,FL 3as1a JOb Tnm Trutt Type Ob qy T1pd118B] 112058TOA TOB HALF HIP OIROER t 2 JOU Relererce flare RXABinp CompOrem Slgpy, JeckzOndiM,Fl92260 0.0106 Apr 202018 MITpk lMustriu,lrc. Fn Fep 1011:05:f]201] Pa2a2 ID: RO BCRWCWwOPoS_5Yyippe rWgYHN gHPIJ yVrWgly BW WVOrV2 ZCm LOA.d.RW) .(Ipal�ftN 1).eatl+Roof UVB(Ualancetl):Wmber Ircrease=100,Plate Increase.1.00 Uniform VLwds W:1(ply Vesta-'L sVb&5=-22d,5-10=-510,&18=100,P10.-10 Cm[eMVOn: loafs QO) Vers:5=b00 3=50018=12]0 RPNM'a ry e perxnm aiM pFpONOtEe WGLVOED MITE E ]l P+54a 1 111 MII M 1 eW,m6Mn0 uJ4 Pur{ m[11 f L ' Bal -If 4 XM1'01e qAk N J.' 1 • p y .44 fIMIVkI / M� r I docYp MiTek ka Wx=nple OelNery.efeaW w e«1Yy1r1m fml eLWlema MXwml VAl314 �os6dDmN 0001w _ _- SaIMylMpmuXm�an]kt}aM1mm lw'%alelsXlule,RlON.leu21rea1911e 312 NexaxMu.VPRR21<. ne Campanml TellpanFL 3]610Ntl i ,Job Tve Tws Type Ory Ply T104116W 12056TOA TOB Heb HIP 6 1 Job Relerwre Aor,91 6Jtid(g ComponwN supply, Jackeomi M,F 32256 8.010eApr20209-UCkndsthes,Inc. Fd Feb1011:0WUjg1Z Rings,CI :DXybXdGR7VCWM]P�Syyzpa 1(zICPPZveHdlw2cVlATkKYFenaODF62U19e3emvnZGl 311A 610b 1b2-05 13]9 1]-010 13b11 'N11-0 25 2i8 2-48 352 til 2i5 SM=13a6 4.00 t2 1Als i Ju5z4 as II a4M= 43= ' :I '.I= 43= 112= 2 s k ] 9 10 n m ,� I$ to '] 16 's 14 13 tz n ,fas= s9= Sitz M166H6- ds— 415= a.e= ya II as= F&z 3166 11-z1s 13].e 1].31➢ 13411 za11O 25 N-0 23p 36Y f81 285 Plate ORsga IX V1 120L8 EU9el Ito PSE03-01 112 0280.2-01 1 LOADING(psi) SPACING 2-W CSI. DEFL in 4Jim)-16 VOM, Lid40 PLATES GRIP TCLL 40.0 Plate errlp DOL 1.00 TO 0.99 VerdTL) 0.22 14-16 >9BB 240 M18S 244/190 TCDL 10.0 Lumber DOL 1NO BC 0.86 Ved(TL) 0.53 1416 >We We M185H5 214,190 BOLL 0.0 ' Rap Sbess lar NO WB 0.96 Horz(TL) 0.08 20 We We BCDL 5.0 Code F302914/TP12007 McNx-MS IWepM:11316 FT=20% Dil ib BRACING_ TOP CHORD 2x4 SP No.2 TOP CHORD Shodurel wood sheatdng directly all or 1-9-11 oc purls, BOT CHORD 2x4 SP No,1'Except axcepl it variicals. 11-15:2x•;SP SS BOTCHORD Rigid calling directly applied OF 10-0-0 no bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. hb/slze) 18=18 RA0 5S,20=1267,0-3 8 Mex Hoa 18ib9(LC 12) Max Up111120_4RLG 9) FORCES. (lb) Mal Oomp,Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD b17=168,V0,2 4=3096/,4-5=3797„515=-34OW,6-7-3400/,11340N0, 9-10=1973156 BOT CHORD 17-181988,1317=W3118,14-18=d3]W,1314=0/a40,12-13=6649]3 WEBS 4-16=i49/631,518=2012SE,511=-551,0,743=-51 VQ 9-13=0,168$9-12=-113&32 1012=-852012,2-17AM!(12.2-18--2533,0 NOTES 1)Unbalanced mol live loads have been considered for thui design. 2)WIM:ASCE 710;VU161 Shmph O Nscond gust)Wo d=101mph;TCDLd.Opsf;BCOL=3.0psi;h=25fl;B-458;L=249;eavii Cal. 11;Exp B;End..GCp1=018;MW FRS(dlredronal);end Vertical 101 exposed;Lumber DOLd.60 plate grip DOL=1.80 3)C-0 and load ser defined, 4)Provide adequate drainage to prevent water ponding. 5)AO plates are W20 pixies unless Oman se indicated. 6)This ores has boon designed for a 10.0 psi bollom chool live Toed noncoxunent Win any other live loads. 7)-This more has been designed lora live two of 20.Opsl on he buttes control In all areas were a rectangle 38-0 tali by 2-03 Moe MII fit between the Whom chord and any other members. e)Bearing at joint(&)20 mmMem parallel to grain va sing ANSl4Pl l angle to gmin lo=Ua. Building designer should verity, capedly of bearing surface. 9)ProMtls mechanical counactlon(by others)of tree to bearing data Canada of MthstaMln,10016 uplift M joint(&)20. 10)Load cou(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24 hasrhave been modified.Building designer most review bads to verity Mat they are coned for the Intended use of this truss. 11)Graphical purin representation does rot depict the sin or the orientation of this,purin along the tap andi bottom chord. 12)Use USP JUS24(With 10d it.into Girder 3100..it.into Truss)or equivalent atA-4-0 from the left and to connect truss(es)to front face of top chord. 13)Hit all reit holes where hanger is in contact with lumber. LOAD CASE(S) Q WNIMNa-YW 4Mpn pram,,, 4..ao1Ea pl]I1O Aryp HCLapEa AY1Ex NEEGINCE IgnFei)Ilfnr.fewYdl kboadBxgrWs rei.Qnwuead3ksn..dps1lWveleve'oa'n yqRfiT .u.ey aonix—y— ix—yiGarnb Mak:prnepireoadocanpr mavr— w . nbYJ9 umid"f monwN ¢"Pl"'OMM d' larWana "',hnor Imi a0rYKJGa9IM bdrs,dodder.savond n5caroBrri GWp o1Muqu.memhnruy..ymvrYerWMrq'NeaareiMEe muOuravmf.rearWWMnaw] Vmg . Weseyw2asm PoviruaMe.2IsoOSIividaosou2.uVP.l,l .nvMwl .urm4mnldl bl xeB TaPon1pap.Fm Lk.1. Job T. T.Type OtY Pty 710414889 12056TOq TO9 Hall Hip 8 1 crossing Comnmrsmo Job Reference a dWl Lyply, Jeckeorwilla,FI32258 s.010e SygppN KiliekrSHa Industries,Irc. Fd Feb 10 1 Papel IC O9ybX8CP9VCWxOPoS_SYyLpp891(EICPAZVBHdIwZCVMTkKYFsneODF62U19e3emvnZCl LOM CME(S) 1)Dead,Rood U.(balanced):Lumber Increase=1.00,Plate Increase-l.OD Unman Loads(pig Ven:1-2=-1a0,2-3=-100,2L--2o,4-10=-100,n-t8=-10 Concentrated Loads go) Vent 4=4846 2)Dead+0.75 Roof live(balanced):Lumber Inclaess1.00,Plate Increaze=1.00 Uniform Loads hill Ven:1-2-84 2-3=34 24=-20.4-10=-80,11-18=10 COIMBntr0led Loads(IC) Vert:4-648 3)Dead+Uninhabitable Antic Without Storage:Winter Increese=125.Plate Increase=i.25 Uniloan Loads(pit) Van:t-2=-20,23=-20.24-20,4 10,20,11-18=30 Corcentratetl Loads(Ib) Ven:4=-646 4)Dead+0.6 C-C Wind(Pos,Internal Case 1:Lumber Increase=l.eQ Plate Increase=1.60 UM1orm Loads(pit) Veli 1-2=33,23=126,2-0=30,4-21=30,10-21=23,11-18-8 Ha¢1-2-43,2-3=136,2i 0,1-18=18 Concentrated Loads ddb) Ven:4-848 5)Dead+0.6 C-C Wind(Pas.moment Case 2:Lumber Ixrease=1.60,Plate Increase=1.60 Unit.Loma ton Vert:1-2=33,23-27.2 tin,4-10=23,t1-18=6 Horn:1-2=-03,23=-37,2-4=33,1-18=-33 Cacantrated Loads(to) Ven:4=-848 6)Dead+0.6 C-C Wind(Ned.Internal Case 1:Lumber tmorease=1.60,Plate Increase=160 Unpin Loads(phi Ver,42=35,23=-1,2-0=-32,4-1 0=32,I 1-1 8=-10 Ho¢1-2=15,2-3=19,2-h_-12,1-18-22 Concentrated Loads(lb) Ven:4=648 7)Dead+0+6 C-C Wind(Neg.Internal Case 2:Lumber Incraass1.e4 Plate Increase=l 60 Uni1Brm Loads(pig Van:1-2=35,2-3-29,24-32,4-10=32,11-18=-10 HOU.1-2-15,2 3=9.2i-12,1-18=30 Concentrated Loads db) Ven:a-646 8)Dead+0.6 MFRS Wind(Pos.Internal Len:Lumber Increase-1.60,Plate Increase=1.60 Uniornn Loads(pin Van:1 2=15,2 3=10,2-4=28.4-23=28,10.23=13.11-1R-6 Hoe 1-2,25,2 3-20.2 4=38,118=15 Concentrated Loads(Ib) Van 4=646 9)Dead+0.6 MFRS Wind(Poe.Internal flight:Lumber Incmazs1.60,Plate Increa5s1.60 Unit..Loads gall) Ven:1-2=14 2-3=4!5,2-0=I 3,4-22=13,10-22=28,11-16=6 Harz:1-2=-20.2-3-35,2-4=23.1-18=-18 Concentrated Loatls dig Ver,4-848 10)Dead+0.6 MW FRS Wild(Neg.internal Lel:Lumber Incre0ee=1.60,Plate Increass1.60 Unifoml Loads(pig Van:1-2=-21,2-3=-16,24=-21,4-10-21,11-18-10 Ha¢1-2=1,2-3=4,24=-1,14825 Concentrated Loatls(Ib( Van:4-646 11)Dead+0.6 MFRS Wind(Neg.Inhere)re)Right Lumber Increase=1.80 Plate Increase-1,60 Unit..Londa(ill Ven:1-D-10,2-3-5,2-4-2l,410=-21,11-18-10 Horn:1-2=-10,23-15,24-1,1-16=] Concentrated Loads gb) Van:4=-848 12)Dead+0.6 MFRS Wind(Pos.Intemal 1st Pandel:Lumbar Increase-1.60,Plate Increase=1.60 Untmmn Loans(pig Vert:1-2=14 2-3=34,2-4=19,410=19,11-14-6 14021-2=-24 23-04,2-029,1-18=-23 Concentrated Loatls go) Ven:4=b46 13)Dead+0.6 MFRS Wind(Pos.Intemal 2nd Parallel:Lumber lmnsmse=1.60,Plate Increasa=ls0 Uniform Loatls(pit) Ver,1-2=4 2323,24�8,4-10-8,11-18=8 Horn:1-2=18,2-3_-.33,2-4=18,1-18-23 Concantrated Loads im) Vein 4=848 Q WAaNNfrVwIA4Wp,par„elaeatlaE4elq]Ci qI IWB ANO NLLU0EO N2K PEFEe1NCE IA4E Nb]!!!n✓Ia0.VAlEWEFOBE aeE CetlT Wkl lw,eaaMYwAT MIIekWcmrnclm TYsnefIM�ktrxtleNY4'pe Mwneten4w�m.arW li lormlNM5eM 1e,MN,p cmgwwnL tel M1r65yebin.Belvue�.me daMg OeLLy,w m¢IvcM IM v,4!'d41Nu1tlenprl+Kwneterswwl wl>'nIY pwmrunate II'EhtlCn Mu1M overdl br t�k[Aaypglo(e"n,l�cullq "' uJq�e1Y«,We.(.: r'�y re QVIM IdvJ,P m0iTek' xl>M KKn slwa3e.hNrerv.ersYnatllyn<kp olMuarm[I mivgilem;s9V191/IVII GxIM eBlerp.MBMuq pCEl wNingeanpanenl eoa vent E. so 9ye1FYYomdm wdFneppn Mp'PabamrtAe.RIBN.Iee Speet Slg312 NemM�.VRR2t11. Tertea.FL SE1n Job Truax T.Type Ob Ply 10414668 12056TOA TOB Hall Hlp 5 1 vbbgjdaarbl w0clu,Component a,,, Jackmrvale.R 52256 8.010 a Apr 202016 Ill IMIBtrIes,Is, Fn Feb 1011:05:182017 Page ID:DmdXOCP?VCWvQPb5 5Yyzpp69MCPPN Htl aV4Ai Fs11aODF62U9aMmm12Cl LOAD CASES) 14)Dead.0.6 MFRS WIM(Meg.Internal)1.1 Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plo Van:1-2=-21,23=-16,2-4=-21,4-10=-21,11-18-10 Hc21-2=1,2-(3=-4,2J=-1,1-18=-12 Corcentratel Leads(b) Vert:4-848 15)Dead,0.6 MFRS Wind(Nap.Int amal)2nd Parallel:Lumber InCmase=1.60,Plate Increase=l.W Uniform Leads Dn) Ven:1-2=-21,2-3=-18,24=21,4-10-21,11-18-10 Ho21-2=1,2-3_-4,24=-1.1-18=-12 ConcN6ral6d Loads(Ib) Ven:4=846 16)Dead:Lumber Inereesse+90,Plate Increase-.90 fit.metal=0.911 Uniform Loatle(pit) Ven:1-2::-20,2-3,20,2-4::,20.4-10-20,11 18:,10 Concentrated Loads(Ib) Ven:4=-848 17)Dead+OJS Roof IJve(pal.)+0.]5(0.6 MFRS What(Neg.Int)Left):Wmber Increase=l 60,Plate Increase=1.60 Uniform Loads(pit) Vena-2=-81,2-3=-n,24-21,410=81,11-18=-10 1402 1-2=1,2-3-3,2-4-1,1-18=19 Concentrated Wads(Ib) Vert:4-848 18)Dead+0.75 Roof Uva(load.)+0.)5(0.6 MFRS Wind(Nary Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(piS Vert:1-2=43,2-2=89,2A---21,4-10=-81,11-18-10 He.1-2-7,2-3-11,2 4-1,1-18=5 Corwenlratad Loads(Ib) Van4=-848 19)Dead+OJS Root Uve(Mi.)+0.75(0.8 MFRS Wind(Nag.III)let Parallel):Lumbar Increase-lu%Plate Increase=1.60 Uniform Loads(pit) Van:12=-81.2-3-n,2,4-21,4-10-81,11-18::-10 Ho¢1-2=1,2H-3,2m-1,148-9 Concentrated Loads(Ib) Ven: =848 20)Cesd+0.75 Roof live(bal.)+0.75(0.6 MFRS Wind(Nell.Int)2nd Paul Lumber Increase--1.60.Plate Increase=1.60 Un60mm Loads(pll) van:1-2=-61,2-3-n,24-21,4-10=81,1148--10 Hoe 1-2=1,2-3-3,2-4-1,1-18-9 Concentrated Loads(IO) Ven:4=848 21)tat Dead+Roof Uve(unbalanced):UEnber Increase=1.00,Plate Increase-1 00 Uniform Loads 01) Ven:1 2=-100,2-3,100,2-4=-20,410=-20,11-18=-10 Concenlmted Loads(ib) Vert:4-848 22)2ad Dead+Roof Live(unbalanced):Lumber Increase-I m,Plate Increase=l W Uni ono Loads(pip Von:1-2-K 2-3-20,24=-20,4-10-100,11-18-10 CO b nbated Loads(Ib) Ven:4-848 23)3rd Dead+OJS Root Live(unbalanced):Lumbar Incmase=1.00.Plata Increase-1.00 Uniform Loads lid) Ven:1-T-BD,2-3-80,24-20,4-10-20,1118=40 Concentrated Loads(ib) Ven:a-- 4 24)4th Dead+075 Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=l W Uniform Loads(pll) Ven:1-2=-20,2-3=-2Q 2-0-20,410111 18-10 Coxentrated Loads(lb) Van:4-846 M4NNNa-Vatly4Mpn W�en(A�MNEAp NOTES gI1MYIO NCL IIpEOWIER NEfINNCE IIOEaF)ITJ m.le0.YatllalFfanEY9E Wfkn WNl BSMn aveme dlk4rp�yT�a melte �rMpCn{vannlen dE�Yp�n.eWplrcltNetlkroraetmmllixuYy or MMkpM nusvubWpltlqan/rn Fur mum, alpa �• memin[aev. Mwl lemWaV and pennmenitrea�Yp MTek' v.e�mr<.v:raamNadva.w4anrmdlo r.ev�+neulmawlnwmla r>�ra aVrv..tlaw�lv.xmmwa.r..aar.ara em4k.�aara}.en9 ma twlWi.gwoae.MNcy.xecticnatl Macha olau.�a mJlneayalmrc wa/,NN/Rrl Ovary14 Wad9 aq BCll eW6ptempormwe Ins. 11 Errehtl. SeMY IrewmaXm w[IYtAx npn a�N nab AAMe.RIe N.WOS1,ee1.9Jle J12 NsaaxM4 VPTT311. Terrye,Fl 3]610 Job Trues T.Type CRY ply 041 868 12086TOA 710 COMMON SUPPORTED GAB 1 f Job Fel6 M'T o 4arW BUMirg Gompment Supply, JecxaomilM,F132256 VCWaAPr202016MITex Industrial,lrc. IO i2b F3 o35:192o1] Page 1 IO:OdyD%dCR'NCWxOP�SYyzpp6POAsecWa%MIV%IBieuJsbF3agJjd}MKceCml2Ck 131b g d 1314 1336 Sr.B— Scale 1546 10 8 11 3 12 &W 12 2 13 g 14 16 16 3 Z2 13 la a66 t a 3c,11 37 36 35 3a 33 32 31 30 2823 27 26 25 24 23 22 2t 20 3M 630 z63a Pieta OBaeta IX YF- f2PO306041 LOADING pe) SPACING- 2d0 C81. DEFL In floc) behalf I/d PIATES GRIP TOLL 20.0 Fete Gdp DOL 1.25 TC 1311 Vi l(LL) Na - Na 999 MT20 24G190 TOOL 10.0 Lumber DOL 1.25 BC 0.04 Ved(TL) Na - Na 999 BCLL 0.0 ' Rep Stores lna YEB WB 0.10 HOR(TL) 0.00 19 Na Na BCDL 10.0 Code FBCP014/TP1200] MaMx-S Weight:2031b FT=20% LUMBER- BRACINGTOPCHORD 2x4 SP No.2 TOPCHORD Structural Wood sheathing directly applied or 3p0 ac purlins. BOT CHORD 2x4 SP No.2 BOT CHORD R1gld calling directly applied or 100-0 co bradrg. OTHERS 2x4 SP N0.3 WEBS IRow at mitlpt 1028 REACTIONS. All holdings 2830. (0)- Max Hors 1=-1]4(LC 10) Max UPllfl All uplift 1001h or less atpint(e)1,30,31,32,33,34,35,36,3],2],26,25,24,23,22,21, 20 Max Gmv All reactions 250 to or less at Johns)1,19,28,30,31,32,33,34,35,36.3],2],26,25,24, 23,22.21,20 FORCES, (lb) Mex.Comp IMax.Ten.-All tomes 250 gD)or less except caftan shown. NOTES- 1) OTES1)Unbalanced roof Ilya loads have been considered for this design. 2)Wine:ABBE 7-10;Vult=1 Welph(3-second gust)Vared=101 mph;TCDL=5.0psf;BCOb5.Ops1',h=25X;B-451, —264;gave=211;Cat. II;Exp B:Eft i.,GCPI�.18;MFRS(directional)and C-C Comar(3)0-1-13 to 31-13,EAerior(2)31 13 to 13141,Cohni 131-8 to i&1-8 bull C for members and Prime 8 MFRS for numbers shown;winner DOL=1.eo plata grip DOL=1.60 3)Tense designed for wind bade in the plane of the truss only. For surds exposed to vAnd(normal 10 the lace),see Standard Industry Gable End Details ea applicable,or consult qualified building designer as par ANSVTPI 1. 4)Ad plates are 2x4 W20 unless otMmise indicated 5)Gable requires continuous bottom chord bearing. 6)Gable allies spaced at -G oc. ])Ths fuss has been designed for a 10.0 psi bottom chord live load Perlcomurrom art any other live loads. 8)'This Wes has been designed for a Ilve load of 20.0psf on the bottom chard In at where a actargle"0 tall by 2410 Wide Nil fit between the bottom chord said airy oilier members. 9)Provide mechanical centra llon(by others)of buss to bearing plate capaNe of wi[IWten0ing 100 to uP1ift at IolnQs)1,30,31.V.33, 34,35,36,37,27,25,25,24,23,22,21,20. Q WIM1WIa-YwtlyeMLn/paelWpe..a XeIEe car 1e6 A.WLLYbIDY/EN PEFEa4XCE/ALEa4)19 m.reAVNr59EfOPEVSE CoLan Wtllwltu aYYw•IM WIMOconreckes.IM tletlw adaetl wYY NwnIr—Lawn.oral lamYvllWYxA Iurfic, nlnrYnt rot Ilrmryskm papa�.tt¢MMdtxl deLaar muL�eWy ryp gryxMylN nitlepgr M]Mp�mmepxavlMWnIyY¢acoMhion nlnbarcawy MMrp dY3r�. W lglrgkMedhbgevenlMtlMgdYMUYAxf tires wNY m]/a cMxtlmmmnpraNY. n✓JkrMfxaYm1L nmYtlM¢Yp kWV,Sre[ry4e0 br AaD'IINa✓J to pever4cpgeg with pe>HAer¢r,¢ydY,yYogrcgprly Wno2e. ky yervytl pkhce repeaspr lla 12LCNdlLuax,d:Nsy.elecMm[IM Jrge l6lsa';w]rnnsyMmncuMHy/IWIWMhnIIeIM.IM&p9aM BC61WYMe CorrWplenl Tad Ppb FmldW. adiMxbwnrmon w6YJe flan IrIm FMn Y¢Illul .210 N.1ee Slmel.S11e 312 NewrgM VPY[311. Tang,fL 00110 Joe Tmss True Type qy ply n641a6To 12058TOA T11 Gammon 6 1 Job Reference{a oull BWHmT Onnpar l&Igply, JacksoMrvlle.Fl 322588.0105Apr202016MITek Indmose,lal FRFeb1011:05202D17 Pal Dllyb%tlCR?VC,swune6 SYyzppePGM0ygMAgMP8tMCbWCP21J_Will_Nezmi bbd 1390 1.8 2630 68-a 6S0 860 ane &6= Sula=15 A AMR-2 4 per 11 Wi 3 6 9th V, 2 8 17 10 1 1 ?' 10 10 82D B a 31® 11 4di 3es- 9511 5-10.3 LU 11131 610.3 2630 0-103 Bg- PIeR Ottseis(JLVI- ft63p&1-il p03o 0.1-11 =�D PACMO- 2-0-0 CSI. OEFL. In goc) YBNI Jr! PLATES GMP ate Gtlp DOL 1.25 TO 0.50 Ved(LL) -0.20 &10 >900 240 MT20 244180 uDOL25 BCOA Ved(TL) -0.H &10 >108 1Sep Stress In- YES WB 022 Horz(TLI 0.05 ] we 4a oda F 12014RP1200) Metrix-MS Vai 1321b FT-2M WMBER- SPACING - TOPCHORD 2x4SPNo.2 TOP CHORD Slmdurel wvwd sheathing dlri appeal or 4-0-13 oc WHIM. BOTCHORD 2x4SPNo.2 SOTGHORD Ngid W[ingdlrectlyappllMorlOOocobWW. WEBS 2x4 SP No.3 WEDGE Left:2x4 SP Ne.3,Right:2x4 SP No.3 REACTIONS. Oblsize) 1=1050/0-&0,7=1050/0-58 Max Horz 1=1]8(LC 11) Mex Up1181-116(LC 12),7=-1 16(LC 12) FORCES. gb)-Max.Comp.Max.Ten.-All fomes 250(RH or lase except when shown. TOPCHORD 12=-148525),2-4-1312/323,4-6=1313923,&T=9465957 BOTCHORD 1-10=-1239236,8-10-4AH6&T-6=-122/1138 WEBS 2-10=375204,410=-111/640,44-111/ 40,6b-37Y 4 NOTES 1)Unbalanced roof live lords have been considered for this design. 2)Wine ASCE]-10;VUR-130mW(3-secand gost)Vas at mph;TCDIaS.OWf;BCDI--5 Ono;h=2511;B-1511;IL261t;eave_-4R Get. 11;Exp B;Encl.,GCp".18;MFRS(dlrecgonN)area C-C ExNdm(21 O0.0 to 3-0-0,mill 3-0 0 to 13-1-0,Exhalor(2)13-18 to 16-1-8 2one;C-C for meni and fc para S MFRS for reaction pershe Whither DOL=180 plate gdp D01=1BD 3)The suns has been designed for a 1C net bottom chard live load nonconcurrent Win any other live leads. 4)-This Wes has been designed fora live land of 20.Opsf an Me Wt.chord in all areas w11ere a met.11e 3b 01.11 by2-0-0wide will fit beMeen the bottom cbord and any other members,with BCDL=10.0psf. 5)Provide meclunlcal conneGion(by others)of buss to pea ring plate capable of wfihstan0lrg 1001b uplift at fell except gtdb) 1=118,7=116. QWAaXWa-eeay, enperxM .Aasir.par ANO NCLYOEp e/IEk PE/CAAXCl IIOEr6 TJ m.lfel aEFWiE me, DevS WYJ rwine<xYY'Mrt,MIIa:MdcmncWxlli[desWn abpgd MYaWrgNaneluseNyr7cagklwm MINJUIdWrg mnPo rot �■■ a�Mlwa.Beluu�m.IM rW,'li1 �le9arer m¢I wMly Rwq�bdflN oltle9,T FaarrelemaM gopcly FcggxplelMtlaWrrlNOlM wem, way...... vem a<r+a olkbnene msw�.marw cnoram�eSomY.Aaamre N«m�e�mv�r go t,o MiTek LKGMnIYn ilagy..Mllve,Y.mndWncM ptleFy�olryugeroglrtgyyLeyny µy/Ig1gy ��Mxy,py.e9oM N:L Mrglrp CorrymNrl 6906 ParFe Een ar,d. SdAlylreonnWnavddMe ttoin L,vspole lnrlMrle.2leN,lee 91ree1.5JRJ12 AHrtmbLL VAR2316 iam,o,FL ]]6m JOD Truss - TIw TYPe Oly PIY T194146]1 12068TOA Tt2 HeB Hip Girtler 1 2 JOD Reiererce 'arel &AEing"'smeM chips" 3acksn"A'su FI92268 B.OtDs Apr 202016 MITek InE1NNes,Irc. FD Feb 1011:0522201) Pagat :DllybXa RNGWxOPOS 5Yy>pp64CIYIMWW8]OAWWOYgU W&]Bx13sIYGjx Ch 60-0 1261 189-0 2S1-e bU0 bit 635 661 Scare=143.9 WILED Wal NAILED NAILED WEED aW t2 )x10= '.16= 4s5= = WILED WILED 3s rvP2LEo NAILED NAILED U12 3 ie 20 214 22 5 23 0G 25 297 4x5 o d9 27 28 12 28 11 3310 31 32 33 a 34 35 Is ®811 NAILED NAILED . I NAILED w 4x1D= NAILED NAILS -NAILED WILED 2W I W ILS NAILED NAILED NAILED NAILED 60.0 12-51 1867 254-0 BI1D 661 635 BSt Place OgseM(XY)- [3:Obd E09011`):03 .0 P] LOADIMG goal SPACING 2-0O CSI. DEFL In floc) hi LN PLATES GMP TOLL 20.0 Plate Grip DOL 1.25 TC 0.92 Wort -0.1810-12 x999 240 M@0 244/190 TCDL 10.0 Unrest DOL 1.25 BC 0.83 Vert -0.47 1012 x832 100 SCLL D. ' Rep Stress In, NO WB 0.73 mull,.L) 0.03 18 We re's EDDIE 10.11 Cods FBC2014?PI21NI] Matin Weight:2371D FT-20% LUMBEI4 RACIHG- TOPCdIORD 2x4 SP sli OPOHORD SlrudersamoEsheamingtlllaollyapplied except arta ve0iw15. BOT CHORD 2x4 SP No.2-Except/ SOTCHORD Rigid calling 0iredly applied or 1660 oc bracing 1-112x4 SP No.t WEBS 2x4 SP bill'Exc,V 7E:2x4 SP Not OTHERS 2x6SP No.2 SLIDER Left 2x4 SP Noi 1-6-0 REACTIONS. (fiDWile) 1=1854 5-8,18=1g8&65-9 Mex Hors 1=58(LC 8) Max Uplift 1=458(LO 8),18=239(LC 5) FORCES. (Ib)-Max.Comp.rtUaourTen.-All tomes 25)(lb)orless excepts en shown. TOPCHORD 1-3=39181 SE >520tfisl 46=5203/549,67=3910/447 BOT CHORD 1-12-3]6/31345,10-12=-37013659,9-12-447/3910,8-9=52996 WEBS 312=0/383,34D 244/1653,4-10=761254,810=18&1388,&B=12021301, 7-9-429MO15 NOTES 1)2-ply Miss to bn connected f iopeiDet 4 1 m at 090 9'x co retie ae IdloWa: Top nDoms is cornea ss as follloses -1 row 91 at 0-" BWomommutd drain as follows:2xa-,row et D-s-0¢. Websds am cion id lied equally row at 69-0 x. 2)All loads ate ns ham equally applletl t0 all telae,except g noted As(Irom(Fl or beck(e)brain di LOAD CASES)wGion.Ply to MyWind: ASCE 0;V been pmvitletl to distribute only IOa0s mph; es(F)w(B),unless dllarwise Indicated. 37 11;E ASCE l.,G VUIld30UphM RS(firec gu9l Vasaper Mill TCDL=te thin;BOL-1,60 i;D=2511;Bd51t;1=25X;eeve=411:Cat. II;Exp B;Encu.,GCpi=0.18;MFRS(ember Ana);Lumber OOL-1.60 plate 9Ep DOL=1 60 5)ProNtle adequatesthestllNregn to prevent wafer bottom c, 5)This sth9Dasbeen dwlgnedora flo psi Lofton Dust live IoaE=conpeneA Win eMersrlive tangs. 8)'This Was has beenbottom chord for a Ian loth of e20 m psf On pre Doftom choN In all areas wfiem a rectangle 34i-01911 by2-pg wme rill fit beMWen s) bottom drip anE any DIM1er members. 7)mosol at luinl(e)18 dace, ns panallel m grain value using ANSI?Pl t all91e 10 grain bWMa. Building designer should veiny Capacity0echanngsuN9Ca. 8)1=168. mechanical --239,cal contraction(by others)d buss to beetlng plate capable of wllDstaMllg 100 1b uplift at Idnt(s)except gt=ID) 1=1ILED'i239. 9)'NAILED'indicates 340E(0118'x3')or 3120(0.148'x3.25')toenails.For more Oe1a115 refer to MITek's ST-TOENAIL Detail. LOAD CASES) Standard QWIa.WIa-Y�ay aaab,pWWrMaW WggEA9 ND]FSQV fIIDIXCWCLYOEa YIEFeEfE/YMCE IAOEIW14linv.140Ldllb lFfaaE UeE WIPr WMMve MYVAD AYIexIDcanracba.Ra aal3k[�W1wYY4xM�Mmreim 9gmtaM klam MleMaY WpNg`mygr¢nl.roc Innaylem.WXverIIe.IMUYU1tl t�a9prmiu1va11y Ra[{�YCR]Ily Oltlef�p>tm¢IeSntllYWwlYMwryna19 R8�y1nxrW Me Ovam k1µxYep 'M`nu',ab"PbaeNcdlMwY ;`t✓�gw1Y aa6W' wMe ni l,¢ND Mt eta' kbtalhr.[laq]e.aelNay.aeclLnrnllaui1ga11ru6esaq Owq'a1WnL[seAN11/MI MJIY earth D99-09aMlxil BUWbnp CwryorWnl e9w FaM1a EW eNa, adWy lrlcmebn a.adNa eam brsmreDWNre.zl9 N.Iaasnae9 saiaaiz,ae.anx.vAznla.. 7...P..n aas1D JoB Tve Trves Type Ory Ply T10 W71 I�12058TOA T12 Heli Hlp Geller 1 2 Jas ReMrerce dmel RUIICIng Comparent Supply, JeQsolMlle,FI32256 8.010SApr202016M1Te%InOUBVies,IW. Fn Fe01011:06 2017Page2 lD:DIIYMCRWMC P S SYYEpp89gv85SW2ypG iIM43uWtl w0yDtytpFa og LOADCASE(S) SWrc rd 1)Deed♦AM U.(balanced):Lu.D Ilwrees8=12S Plate 1..ua=1.25 UnlMml Loeds(pIQ Ven:1-3 -60,3-7—M,&14=-20 Collaantreted Loede(Ib) Ven:3-100(F)S -190(F)11=-58(F)12=%(F)14-100(F)20=-100(F)21=-190(F 22 100(F)23 100(F)29-100(F)25=100(F)2 -115(F)2T-111(F) 28=-159(1`)n-58(F)3 -58(1`131—58(F)32-56(F)33-58(F)3k=-58(1`)3 -iSdfl36—53(F) �WANNWOVMIYCeelpnpveexrwe�'q pEAO NG1Ef PV1MKIMNCLYOEe M2N PErtFANGEYAGE MY]Ol]nr.160.VNI5 BEW/IEVBE n�WB]IM gar MYwlln kkleFA<mrecbrs.aYede�k5vaypYY�M�Ixrt I. A' Mb�NdBq canpom�t lwl waryil �Ma uv.IM IHYtBp rY{ya mutually Ra ggkdllNol�)eYl I xl. '.b IM(M}Tlnb lMuwxtll rsa�a..aadwua=rneekmwe lwaew«narkaa n�weo�/. .r�i�i.M...Yr. tiFfin len�ww�nce� macro MITOW kthgs�epyed AM{ILLipYaxllo Re�nl cN✓Q�w�P� WwvYY9eY rnJgIXndYrkmeye. fa tleae�AeJNxe�e{KKQV Ae MxkMkRL[Iwoae.MNCHy,wa:M nxi Mainpollmm�am[I II�sµLani uv�µ51/IiI1 GudIN Glle�b.pBBB9aM BCBI WBIIp Cnnpnlxll YWaFLSM1eE BMO te�rye . BdMy IMmnoXm avtlUde fimm Inm'IMe MIIMe.21e N.lee Sheet.S1M JI2.Neuim'llla VA RaIB. .FL 0 Job Tress Trus Type Ory Ply 041 6th 12856TOA T13 HALF HIP 1 1 foso Com eMe Jab Reference a oMl g pon Bull escksomilla,H 32256 6.010 s Apr 202016 MiTak lMuaViee,Inc, He Fe61011L5:232017 Page ID:DItybX6CRNCWwOPoS__SYyepp69y1 td2yp-?KVT§3vObxjUM& DMpFm Cg &0.0 137-5 Ia2-11 did 600 575 5-73 5fir, Scale=l L3b 48= 0= 4.op F1-2 "ii- ass- sxlz= 3 21 4 5 6 Mn, 4,2 19 2 A 1 I� In 12 11 0 B e Sae 11 2x4 -= 1B= 46= u4 890 1626 F 14z-++ u19 &&D sis sis s1w3 Plate Olfaets(XY)- 11:0-33ECga113:0A0 b231 [7'036.0301 LOADING(psi) SPACING- 200 LSI. DEFL In (lop) VdeGR ft L/d PIATES IP TC20.0 Prete Grip DOL t25 TC 0.65 VmgLL) -0.111012 >999 240 MF20 2/1/190 TCDL 10.0 Lumber DOLS BC 0.63 Ved(TL) -0.2810,12A99 1BD BOLL 0.0 ' Rep Sheen In. YES WE 0.58 Horz(TL) 0.07 i6 Na Ne BCDL 10.0 Coda FBC2014?PI2007 Maud-MS WeIgM:1231b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2'Excel TOPOHORD Structural vaoEsmune,direcftyapplled or 2-2-0 oo pudlns, 1-3:2x4 SP No.t except and verticals. BOTCHORD 2x48PN9.2 BOT CHORD Rigid ceiling deeptly applied or 9-39«bracing. WEBS 2x4SPNo.3 OTHERS 2x6 SP No.2 SLIDER Left 2x4 SP N..3 1-6 0 REACTIONS. (Il t=98&gS8,16=96W 5.0 Max Hort 1=T7(LC 12) Max Uglift 1=-I W(LC 12),18=-169(LC 9) FORCES. (Ib)-M.Comp.IMax.Ten.-All fomes 250(Ib)or Mss except w4en shown. TOP CHORD 13=19929th,35.2IXYY398,53=-2030/388,87=-1462274 BOTCHORD 1-12=-388I17M,1O12=385117)8,&1R-274/+462 WEBS 3-12=IY252,31 R-124M09,5-10=34]/145,8-to--14Y850,8-9=863@W, 79-284/1517 NOTES 1)Wind ASCE 7-10;Vuft=+30mph(3-second gust)Vest=101mph;TCDLd.9ps1;BCDL6.0ps1;n=25ft;B-45ft:L=25ft;anal Oat. II;Ran B;Enol.,GCp1=0.1Q MFRS hilrectlonal and C-C Extegor(2)000 to 300,Intel 3 M to&00,Exterl&0-0 to 12-2-15 zone)for members aro loexas 8 MW FRS for rendions shown;Lumber DOL=1.60 plate grip DOL=1 60 2)Pravlde adepuale drainage to prevent water Forcing, 3)Tirie Uuss has been deslgned for a 10.0 par bottom chord!Ilve bad nonconwrrent With any other live loads. 4)'This truss has been designed for a live load of 20.0psf on the oftom cool in all areas where a rectangle 33-0 tall by 2-O-0 Woe will fit between the bottom cord and any other members. 5)Beefing at lolni(s)13 consldem parallel to grain value using ANSI?PI I angle to gran formula. Building designer sou d verity capacity of bearing surface. 9)ProNda mechi lcal corruption(by others)of truss to bearing plate capable of witherarom,,100 to uplift at Ioint(s)except QrJb) 1=105,18=169. Q wereVxYytlsl/npenuN=NaEla NalEe CelM9IXa Mtap[L eE ]l .,,F.a1caE SE 0.'gBr uvMtlb ux✓/YwIw MIekOCrnwlwc RLdeigrhraAaYYrR'!iM f...tE Ihf x 1e4 { I � busume tem Mlae�Me WMrpda.Mm mwlvaey M.e ggh[glN ofcpJ(pl .. IKdW If . . .cL IaYhp�n Ix«FgY,Gcaletlal0 pevenitucNap of MhA111wweb l crua,Ham[un b Ilwu em . Ilamlp Welk x wutw[regYw exaWMWmdbgeeenlcq[tlwwtmpTayep wMxy.y nd wm+enY+.'mwe urr.a1Bea.. xn'u 9r.. tdkaYxa ikm3a.�YWmy.er«wnaMdaGp orins¢:aNlns:yilem>.#Nsl/1%I OwMM nllarle.one-09aM BCsl wllanecompammr se09 FeM1e EaSr ei+a BMMyIMwnrdm wrl>Vle Bom r�Rore nam4a.zte N.tea weal.sxla3lzaa.�la vazz314.- - 1.rry•.a ax Job TMs TABS TypB Gly ply 016 12056TOA T16 HALF HIP 1 1 Job 2016 it Ymel BWMilq Component Supply, Jecksomilk,FI32266 8.01005-SYY2016MHeh IatlliM4Unc. Fri Feb 1011:0524201] Peg1 D:OII2DXOCR]VCWBOPoS SYymp6OB]RADsgI]OrdU3lRRee2pVu)LOIIUWMEc1NOOBKq ]dL teq-0 7812 2StB ]80 b89 -612 ]812 scale. Me 8611 ass= Sxf2= 4.00 12 4 IB20 21 5 8 24\\ 3 18 c 73 461 1] e o I 2 I� a 10 s ] %5 11 .10= 3x6_ 4c5= AA 10.0-0 17 -12 TSId 1000 7 a12 ]812 Plate 011sats(%Y)-- 18:0.390301 LOADING(psg [L—b SPACING 240 CSI. DEFL. In floc) Vdel UC PIATES GRIP TOLL 20.0Plate Odp DOL i25 TG 0.85 Ved(LL) -0.1]1616 >999 240 NfT20 244/190 TCDL 10.0er DOL L25 BC 095 Ved(LL) -0.4.51614 >662 180 BULL 0.0 ' Stress lna YES WB G58 Horz(TL) 0.0B 18 Na NaBCDL 10.0 FBC2014?P200] MMr81-MS Weight:1261b FT=20% LUMBER, BRACING TOP CHORD 2x4 SPI TOPCHORD S1ruchural epod sheathing of"applled or 2-2O Oc pudlns, BOTCHORD 914 SP No.2 except and veNcals, WEBS 2x4 SP No.3 BOTCHORD Rigid ceiling directly applied or 2-2-0 oc poll OTHERS 26 SP No.2 SLIDER Left 2x4 SP No.31E-0 REACTIONS. (INsize) 1=9960-58,16=9eful Max Horz 1=96(L012) Max Uplift f=90it 12),18=-170(LC 9) FORCES. f1b)-Max.Comp.114ax.Ten.-All fomes 250(Ib)or less except wren shown. TOPCHORD 1-3=-1 9 0 513 9 0,3-0=9]26/338,45=4625/336,58=-1485291 BOTCHORD 1-10=-03&1]82,8-10=291/1465 WEBS 410=N323,5-8=583219,68=302/1511 NOTES 1)Wird:ASCE 7-10;V01=130tapb(3-seconcl gust)Vas1=101mpb;TCDL=5.0psh BCDL=50ps1',h=25n,B=15ft;L=25ft;eava=4ft;Cat ll;Eoy B;Encl.,GCpf=0.18;MW FRS(directional)and C-C Exeerlor(2)0,0,0 to 3-00,Int enor(1)3-0 0 to 1040,Exterim(2)10 60 In 14-2-15 zone;C-C for members and forces 6 MW FRS for reactions shown;Lumbar DOL=1 60 plate grip DOLd.80 2)Provide sclerosis drainage to prevent wailer ponding. 3)This truss has been designed for a 10.0 psf bottom chord live bad noncorcunent w0n allyober live Ipads. 4)-This Wes has been designed for a Ilve load of 20.Opal on the bottom chord in all areas were a rectangle 36-0 tell by 2-60 wide Wit fit between Ate Ootlom chord and any Miler members. 5)Be"N altolnt(s)16consbemparalleltograinvalueusing ANSWPI1angletograinlo0nula. Building designer should vent, cipacilyat eanngsunace. 6)Pmvide mechanical connection(by otbem)of tmas b Wadng plate cepaMe of wtt"tanding WOIb uplgt atlolnt(s)except(t=1b) 1=102,16=170. Q WIRXNa�Y y/akn p�eglxxeW gEIO NOrfeaN m6 ANO NCLIg1Ep MIIEx REfFMNCE PADE1Y14mm.faeVpI5 B90RE USE LWLgWp lw us MY`�1T IMItlt®rorvnckvS.IM IXyjn alxrvxl MYW>t�lnnm�eters gxw.n.mtl 6lw m MAN[xM dA9gcanlw9ett ml InsSyalela gslae ve.X,elwlNfpIWBnIF�mw1 valh II,egpbdfIN�ldegm l*+m,elenadIxMMYMaT'eat Ueyln Fto rm ova i W[hp�¢�.HWphvtNetlelo gwenldclYg olMMW Inmweba'tl/acMtlmaMimt MYAaOlbevl lempvay mJ lRlrt,peMdactq I.a Mugx�OrPANtl4 B2allyadio pevenlcGt44r¢MM WptYe Faun]sVxvmd FapeMdanepe. fuµM,aW yuklaice�e9wap l,e ktntMY daaae.dNl�y,aee:Nnml MacTp of ln�msa&..Lxvtall loxcx rcc N 'CNUM,D5ia9aq KNB�WngCmx xN Imec M EMBMO. adtlY IrlwmoXm wdletle pwn Insflale x,slMhe,RIB N.Wx SIma1.911e 312 PleiWO¢VR2Y]I0. Te,rya.FL 3Y1a Tabs. has roev Ip658TW 615 HLLFHIP GIRDER TIGH. Y Job Referents(optional) B.MMa 1s`Paied a94al,.4CFpIWIk,FI aYb6 I 80108.0 Yole MRN Ino "xt. Fh"1011E-'AI] p C1 D:OXybXECR?VCWVAPCS_SYylpOe& HpCPeYP31aIWMH1y0X2ON JLVItl4o9LnXC? 335 6d1 8682 tib¢ 1535 18147 22-81 335 2412 2812 2812 3919 381 3&13 Ems =I:e02 Go, 2U II 6B= 616- 5 18 6 ] 8 4.00112 efi; 4x8 c 3 xs a 10.14= 1 0 15 21 14 y 13 29 1224 25 11 2B 27 t0 N 28 THD48 THM THE" THN8 THDIB THD1e 0 3x611 tOtl2= dr8= 1'd12= 14x12= 1U12= 31 M189HS 11 1X1040 THING THD48 THD40 THEO 1NC18 385 661 8111 1138 1336 18-117 2284 335 2$12 20-12 2$12 3 P13 3&1 3&13 Plate OXsets(X,Y)- 11:O8QEdge1,[3:0-2-0,02-01,14:021,0.2-01,[5:01-0,62-8j,[T.Q2-12,0-21),18:0-2-0,02-121,[1O.O3E,0S12j,[11:Q6-0,O581,1120E-0,0&12�, 11310-2-8,101 01114088 08-01 LOAgN72.. 1 PACING- 2-DO CSI. DIEM. In (lot) Vdefl I/d PlATEB MP TCLL IM¢Gap )OL 1.00 TC 0.]9 Ved(LL) -0.24 13 �BB9 380 ML20 244/180 TCDL umber DOL 1.00 BC 1.00 Ved(TL) -0.39 13 >]0.5 240 MISSHS 244180 BCLL epSlresslncr NO WB 1.00 Horz(TL) 0.00 B We We BCDL one FBC2014TP20o] Meldx-MS Weight ng o FT=2o% LUMBER- BRACING- TOPCHORD RACINGTOPCHORD 2x8 SP BE'Except' TOPCHORD Slmctuml wnoa areathung directly applied or 5-5-11 of purlins, 10:2x4 SP No.2 except and earlicels. BOTCHORD 2x8 SP SS BOTGHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS Prof SP Ni. ExwpP 8-9,5-12,8-11,]-10:2x4 SP No.2,5-11.7 11,8-10:20 SP SS WEDGE Left:2x4 SP No.3 REACTIONS. (lash¢) 149]0005-8,9,t]4210-5.8 Max Horz 1=113(LC 8) Mex Uplift 1=09(LG 8),9=45](LC 5) Mex Gore 1=156]5(LC 12),9=14816112) FORCES. gift-Max Comp2Max Tan.-AII for 250(10)or less sxcepl xhen shown. TOPCHORD 1-2=31223482,23=-3134&201,31-26MlW,0.5=21888/168,519=-1]]911166, 019=16/91/185,S]-1-/81/165,]E=-11194115, 15, 1 -21- 69 BOT CHORD 1-22-28229315,1520=-262893151121=-2822831514-21=-26229315, 14-22=-25&29614,1322-258129911,1323=-21425295,12-23-21425295 M-24=-1831201 M.10-25-16820621,11-25-18820621,11-26=-11411184, 26-2]=-11Sit 1194,10-1Sai 11194 WEBS 2-15--40616065,2-14-15/663,3-11=41 ,313=588099413=-484]2, 1168¢00 5-12=-2]/10283,5-11=118442,]-11=809913,]-10 ]4321165, 8124B8/1Wo9 NOTES 1)WA 2)WA 3)4-ply able to be mnotedetl together wtlh IEd(0.131'L )nails as follows: Topchortlscannecle0astollova 2x6-2rowss1aggsreaat0-]-08,2x4-1rowNQ]0oc. Welse omittconsolede follows:2x13-4 rowsstaggeredof64-0¢. Weer Wmeedaael 0c o.:2x4-1 rew 810-9-0oc,Excapl member 3142x4-2 rolls siaggaretl at01-0 oc,member 12-52x4 2 rowsslagge Vat 01-0oc. AXach a G Wam 12'aiam.bolls(ASTM A307)In the c soapof the d He fro t(F)or rs at 400 e i 4)MI loads are conslaeree eguelly applied to all piles,except it odea se F)or 0)or book(B)lata i i the LOAD CASE(5)section.Ply 10 plywnnced! ns Xave been bRee atodlnsdioeonlymade noted thisdsign. es(F)or(B).unless olhervnse irdlcetea. 5)Unbalanced!ASC roll Ilve Ift=1 have beenconsideretl Immertleaign. e)Wind,ASCE 7 D;Vu1b130mph (UH er gust)Vestl=tOlmph;-CDL=te gnp:BOL-1.6Opsi;11=25tt;B45X;L=24tl;eave�X;Cal. II;E1q B:End.,to dmin.113;MFRS t watermal):Llmlber OOL=1.80 plans gdp DOL-1.60 ])MI pllae etlm MT 0 puna.¢to prevent water pitta . e)MI plates ere MT20 planes unless otM1ervnse irblcriletl. AWIIWNp xaay 4W�+ngrurx XOIES pI-IMS ANe WLLVOfo19RRa6EI4HCE PAOEa6]!!! aWYIDI 6EFOaEVSE �' �Ysn wl411 y J 11'htlaJmaC.Y pamwRrsdwvm,aghl oI WOYIV pNe 1. 1 hisor ry ryg1+M Wp ieWy,e NMgiMtanlnYo(1^r1tF�Mer.nkvS,Nperynnl M,n.: ite mk i✓ij M1 w'so a n19 Nr]kl lkl ( namNxxxx nu eon/ore�amamm� wt mm�ote wemw 3Pe - : u MITO�C 6WmM�e�S�a )H 1lMY grze wllriry ,IeCe xWYbtlgwerlYMngR r gtY dV x ger latwu^�aM Ivery. eetM M1 4p 1 MNY/IWl pud CAwq py.apaM eCS nu saw 11.1.V4 n�rP.vL as4 . selah lmomwn rralmPnurt Gus Ho�hlM4a.manL sn Lan1ea12 ae,o,xb.vn2z�v14 ayeenoanMr a omare r,n, 00 na1wN tYWfiTOA T15 INLi HIP OM 4�Job RaNreWe O (OWI eWUYq CplµnlY allgYy,JaeXnnWY6,F13YYY 1 sm...e201a VReLIMons.h¢. Ea FW1014d30.1>PapsY NOTE6 ID:D1N6cdC87VCWwGP06_SYY909 eWZHpCPeYP3UIwPLH1gBX2OAHI mJLV(Mo9anXC4 9)WA 10)This Huss has Dean deigned for a 10.0 bad bottom Mord one load nowonW hent with any other live loads. 11)-This toes here been designed far a live load of 20.Opsf on the bottom dwM In all areas where a regangle 3-6-0 tall by 2-0 0 Pride WII fit between tie boa0m chord and any other members. 121 Pavia.sh Manical connection(by 0111 of toss to bearing Plare Gael ot Wt etancing 891b uplift at Joint 1 and 1571b uplit at joint 9. 13)Use USP THDaB(With fall mals Into Girder 81Of heirs into Truss)or equivalent epecetl at 2-O-0oc mac morms,at 1-1-12 horn the M and to 21-)-12 to comecl heas(es)to back face of bar.Mod. 14)Fill ell reIl holes where banger is in Perfect WiM1 lumber. LOAD CABE(8) Standard 1)Dead a Hoof Use @aanced):Wmber Increase=t0O Plate Ircresse=l.OD Uniform Loads fish Ven:1-5=90,5-9=W.416--20 Comenhated Loatle(Ib) Ven:14– 5W(B)181 20=85818)21=958(8)22=958(8)23= (B)26=856(13)25=858(8)2�E (B)27=858)8)20=-656(8)2P_990(B) I.-ePav Mtlpn Peenulm PepeF1e NOIFe pI110WP pCLYPEOY/EN NE£EMNLE I1ef/R)sAm.IYO aaFIOR . Dean,-1.rot lee holy 1m lMlekPre:wum:kn.RIP i6aasaaYYulrn p.>ranelersanwT.ag6lwm..-1 dials,canw.e .rot Wbgo IS«aN Yqc�sins,le9orel our vaatyma q{ilcatlN or Post pi—I—ml wolawlY hcrenp�ile I dssfl Mo 111x.1 weYwlll aallolneaameweom]tachaamw,mel .w , alallo,rnte,IP,laywloP�,�...1rn«w WOWaawnwlehaedaemnyaa mweYe,leaq�.wmoawelee11e11n Mevmdwwemvaa,me.�ml x�ara u«�cereovarolre olM Yao3e.tlHvsy.arlecllmevb[x¢hp olmlmaaMlnsayLen¢MHsn/INrOWNaa1«M.use-0GaM IG&wWnpeO�Tosnl eYJe Pert as,aYa. Salary I.- If—%atepWllD..Yi9 N.leeillpei.y/R 312 Plevldh VP Y[Y 11. Teras.FL.10 .bb Treat Truss Type ON Ply 6 5 12056TOA T16 ROOF SPECIAL ] 1 1061 Job Relererce o tionN &dNing Corn,prna Supply, Jubwrville,F132268 B.01 o a Apr 202016 MiTek Industrie,irc. PB Feb 1011:05:252017 Paget 10 DfIybXdCRWCWvaPo5_5Vyzpp595WrNC Fk.Y.DV..EbMUOFL7rc "UeIm Cd SB B 110.0 SEB gp] Sole-1:27A a am FI -2 11 H5 i Y Ll f 6 5 2® II b4 I 4xs- SBB 11 10.0 SBB 60.] PNle Ousels lXYl-- 110-38 Edue1 LOADING(psg SPACING- 2-00 LSI. DEFL In (Ix) IMeil Ud PUITES GRIP TCLL 20.0 Plata Grip DOL 1.25 TC 0.3] Ven(LL) -0.W 58 sBBB 200 MT20 240H 90 TOOL 10.0 Lunmer DOL 1.25 BC 0.35 Ven(TL) -0.10 SE s99B 180 BCLL 0.0 ' Rep Stress nor VES WE 0.50 Horz(TL) 0.02 5 No Ne BCDL 10.0 Coce FBC2014ff 200] Msidk-MS Weight 571E FT=20X LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD Structural rood sheath directly spitted!or 600 oc pulling, SOTCHORD 2x4 SP No.2 except and venlcale. WEBS 2x4 SP st BOT CHORD Rigid calling directly applletl or 10-0-0m bracing. SLIDER Lott 2x4 SP No.31 5 0 REACTIONS. IlWozs) 1=968/0-5$5-46&rMechanicel Mex Horz 1=112(L012) Max Uplift 1=-29(-C 12),5=-75(LC 12) FORCES. go)-Max.Comp.Mlex.Ten.-All fomes 250(Ib)or less except an.show TOP CHORD 1-3-738/85 BOT CHORD 1-6=-186166],5-6=-188/867 WEBS 35=-8971192 NOTES t)Wire:ASCE 7-10;Vulr=130mph(3 saccnd gust)Vasd=101mph;TCDL=S.Opst;BCDI-S.opsl;h=25X;BdS811r241h eave=OR,Cal. II;Exp B;End.,GCPI=0.18;MW FRS(directional)and C-C Exteriorly)0-0-0 to 3-0-0,Intedi 3-0 0 to 11-&4 zone;C-C for members and tomes&MFRS for reactions shown;Lvnber DOL--180 plata gdp DOli 60 2)The trues has been designed for a 10.0 pst bottom clmrtl live bad mnmncurrent wJh ally other live IoeUs. 3)'This truss has been different for a Ilve load of 20.Dp61 on the bottom dead In all arses where a rectangle 360 tell by 2-0 0 wpe sell fit betwean the bottom choM and any other members. 4)Refer to girders)for buss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of wOSlani 100 lb uplift at joints)1,5. Q MIMWa-year eFla NO]L.ov.1..1 MLepIEN NEFEN4NLE IAef Na]I]]m.IWYAIeaEFpgEVSE OeaP�vtlltllwwewtly`MH MlekAmrvnckrs.Rhdee{F,kbaa'IaYY�Mn Lmaneters Suxn.aW Is Iw mMluiQid Gtlg con�ml rot Mm M1em.P¢Iae v..n,IM IxIMN]dNr¢re�magi vally Me ry{Ak6JIN oI deem gxmnlem aM gq`enY MrNxak Mit tleNjn lnb llu waw Irllpdesbn. Isarn9Mrxmeearol*wmraKu�notk�anraalnffiwmwlm rn�a m�Nm�.orvv. Amlla.�I learoo�aywl�m�+�m awaN 1. aduWl�e[FfW Iw MMlymdto pevr,Icdt4,nwM,pgtee r>a�wMa9ryadamudss", .(wµIn'.. ncnatoo. the eR IabkalMlsboaa. 'W'very.wm:I4,ml Mtwl�g ollnetsiudlnmiyLrni reeAll91/IVIIGWh GtI1nN,I1L-MaM BC91WMpCanpaxnl eW, FIL EW BI.tl. Tenpe,FL 9dely MomWlon wdatle ken i�Mle xisXlme RIa N.Yre Srmat S1RJ12 Neaa'eNkt VARR3I E. 3Efe Joe rmee ales Type GN Pry 12056TOA T1] FIAT GIPDER 1 1 T104148]e Job Pdererce I "0nal BJUirg CampawMbupply, JxJmmMN.FI92256 Mr o IMssMa EU8rdFa0101f06:,]G, Paget 10 DIIyDX8CP2VCWwDPoS_SVy2pp89-ZJLuIFgZ023PtImE628rBP]OZCSsaNpaeOfOkmlZCc 364 6 10,12 IPN1386 38d 318 3dE 364 leas 4A II 4E= d5= Sr+M=1:211,1 11 2 3 4 12 5 El 13 14 0 15 8 18 7 17 18 10 JUS24 56= JUS24 4n10= JU624 56- AS. e 46 11 JUS24 JUS24 JU`.2I 4r5 11 384 8-10.12 13Y0 13.98 3d4 368 310 364 Pleie 011aeie(XV)-- 11:0.210.2-01 ISO210-2-01 I6:Edpe 0361 p'03-00G01 19'0.3003-01 LOADING(psf) SPACING 2-0-0 081. DEFT In (bo) vda8 W PLATES GRIP TCLL 20.0 Plate Odp DOL 1.25 TC 0.92 Ved(LL) -0.OS 8-9 x999 240 MT20 2/4/190 TCDL 10.0 Uxn0er DOL 1.25 BC (X91 Ven(TL) -0.11 8-9 a999 180 BCLL 0.0 Rep Stppa,iter NO WB 0Horz(TL) 0.02 6 We Na BCDL 10.0 Cotte FBC2014RP200] wi0x-MS Wall 10210 FT=20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD SIIucWrel wood sheafiing tlrectty elapsed or 4410 as pu11re, BOT CHORD 21st SP No.2 except end veM.N. WEBS as SP NoS BOTCHORD Rlgld Gelling diredlyapplied or 10-0-0 a bracing. REAC]IONS. (Ib/M2e) 10=2091X38,6=21260.5-8 Max Uplift 10=112(1104),6=41](LC 5) FORCES (lb)-Man.Comp/Max Tart-All(ones 25)(Ib)or less except wren shorn. TOPCHORD 1-10=-1]101359.1-2=4262249,23=-16331322,34=-1633/322,4-4125X24], 56=-1899/357 BOTCHORD 89=249/1262,]-8=24711254 WEBS 19=1012032,2-9=692/198,2-8=122841,48=-124M24,44=-002/198, 5-7=-3982018 NOTES 1)Wind ASCE]-10;Vult=130mph(3uecand gust)Vasd=101mph;TCDL=S.Opsf:BCDL=S.Opst;h=25X;B=151t L-26ft;e.v R;Cat. II;Exp B;End.,GCp60.18;MW FRS(dredlonM);Lumber DOL=1.60 pl& grip DOL-1.60 2)Protide adequate primage to prevent water writing. 3)This truss has been designed fora 10.0 psf Wit=chord live bad nonconpurrent With any other We lcars. 4)•This truss has been designed fora It.load.120.0pd on Ne bottom choM In all areas where a rectangle 3-6 0 tall by 2-M awde Will Int between the bottom chord it any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of aftita andirg 10010 uplift at lolni(s)except gt=lb) 10=412,6=11]. 6)Use USP JUS24(With 10d nails Into Girper&tell nails Into Truss)aequivalent spaced at 2 0 0 GG max,shorting at 0.11-12for. the left end to 12-11-12 to conned implies)to back face of bottom chord. n RII At mil holes Mem hanger Is in G9Mact with lumber, 8)In the LOAD CASE(S)mol loads applied to the face of the Was aro notelt as front(F)or back(B). /AAD CASE(6) Sundara 1)Dead+Roof live(balanced):Lumber Irlcrease=1.25,Plate Increase=125 UMionn Loads(p8) Vat 1-5=60,&1R-20 Conoenireud Loede(Ib) Var,8=148(B)13J4Q(B)14--448(B)15=448(13)18=148(8)1 7=448(13)18=451(13) QWAIMIMfi-VMryJbNI15�NelYa Y14 eE4a Xa1E50N 11X5 ANa WLLUOEO M/FF a6FAINfF IIaEN]4Arw.IMWAII IEIOPEVBE .roo"Wm ."oe,~1 ussee"oar�lwY H.RTa MIJIaaMMWgccanm-wc.knio.nRrhseWre.,9HagIllqklg. pak«?YAYll1y[onlnUaMWaaa/«mpa.EleamnaMelawsnaw.oxn]OP1 k1nl«1,m'o MwIWP"Msof19LmulMleldY1 petic(m)«1Mnpcen«mmme—t moi' M ffo . kdwylepleal«aktery<Mllo gevenlcd[IzevMlpnWepe2rtivl kyry,lYl gglaly Wn�. f«pene`dgJ[hu:e leµrtliq ryy _ IMcolpn Myo3a.tlsNay elecMnpW daig ollm�¢mlpupawlemc leetrye/1p1f1uylY QllxIo.DS6J9aM 61151 WIgne Cpnymnl Pale bgBM. SpINy IMplMllm avJdLe iqn I1w%ole MIaM 21aH ice ShxL Sulie 312 Neeatlh VFYYJI<. ienq, Job Toes True Type ON Ply T104146n 12D55TOA T16 Half Hip Girder I 1 p JJob Reference/nna BUA41rg CDmponem SLgpty, JackunwlN,FI32256 0.010 c Apr 202016 v V Itbu3mes,Im. Fd Feb 1011WVy2 01] Player ID:OINb%dCR]VCW wOPOS_SYyzpp691w_VbbBnMUG85NOpHNjlgglcwW MVyOEie�]mZGD S]-02 6]e 218 t389 ' S]-i2 211-12 258 1 D6-0 I ' bwb=125.2 d4 'i 4.D012 a.s< 3 10 10 34 7x16Mi2JH3= 44 10214= 6 ] z n 'o 10 8 e 11 2r4 II <v10= 24 II 3r0 I MS= 6-7-12 &DA BLB 11-t-0 13Ed S]-12 6 2 210-0 25B 2-SB Plate Ogaana IXYH- 11:0.3-8 Etloel I6'0.5E EUDai I]'OJO Etloel LOADING (pa, SPACING 2-p0 CSI. DEFL In pm) Mk6 Led PLATES ORIF TCLL 40.0 Plate Gdp DOL 1.00 TC 0.99 Verf(LL) -0.02 9-10 >999 360 MT20 24G190 TCDL 10.0 Lumber DOL 1.00 SC 036 Verf(iL) -0.04 &10 >999 290 MT20H5 16)/143 BOLL 0.0 ' Rap St..Inc, NO WD 0.28 Hoa(TL) 0.01 1 we Na BCDL 5.0 Code FBb2014/TP1200) Math%-MS Wintl(LL) 0.01 9 >999 240 Weight 20416 FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP Nat TOPCHORD Slrodulal wood sheathing drectly applied or 61 oft purlins, BOT CHORD 2x4 SP No2 except and verllcals. WEBS 2x4SP No,3-Except' BOTCHORD Rlgid.dung directly applied or 1010 m bucing, Except. -12,7-8:2x8 SP NO2 40.0 00 bmi 111. SLIDER Lett 2,4 SP NO31 E-0 REACTIONS. gib/nue) 1=1510-1,11=21)3/0.3$1)-=ixvy 4-e Mex Horz 1=156(LC 12) Max Uplift 1=302(LC 22),1 t-41LC 8).17-638(LC 9) Max Gr4v 1=30(LC 21),11=2173(LC 1),17=506MUC 1) FORCES. (ID)-Max.Gomp.Misx.Ten.-All fomes 250(0)or leas except when shown. TOPGHORD 1-3-58181 6-7=-3453/309 BOT CHORD 1-11-80]10,1611=230/1836.9-10=-253214],Ili 45312475 WEBS 3-11=-104WI33,35=1086],5-11=-25541104.59=6711612.6 9=-1245/0,)-8=0/1135 NOTES 1)3-ply truss to be connected togsthervith 104(0.131'x9")reds u follows: Top chords connected as 1011. 2x4-1 row at 0.9-0 oc,calf-2 rows aaggered at 69-0m, Bottom chores connected as lollowa:2x4-1 use at 69-0 oc, Webs connected as spores:2x6 2 over staggered at 0.9-0 m,2x4-1 row at P9-0 cm 2)All loads are formiddea equally applied to all plies,except it noted ax from(F)or back(B)face In Ilea LOAD CASE(S)section.Ply to My connections have been provided to distribute only loads noted as IF)or(B),unless obsessed Indicated. 3)Unbalanced four INe footle hese been considered for this design. 4)Wind:ASCE]-10;Vult=130mph(3 second gust)Vasd=101 mph;TCDI-&Cps[BCO".Opsf;R251t,BdSft;L=24k:eavei Cal. II;Exp B;Encl.,GCp1=0.18;MFRS(direceanal)and C-C Exterli 000 to 3,)0,Im iloul)3-0.01012-104 wi for members and forces 8 MWFRS for rear ons shown;Lumber DOL-1.80 plane gm,OOL=1.60 5)Provide adequate dralnega to prevent sister ponding. 6)NI pleads are MT20 plates unless otherwise indicated. ])This inks has been tlesignetl for a 10.0 pat bottom chard INe losd nommecurmnt win any other live loads. 8)'ThIs buss has baso designed for a IMe load of 21 on Ne bottom choro in all areas where a rectangle 33-0tall by 2-G-0eame Will m variation the bosom chord sial mr,dher members. 9)Bearing N lohi 17 considers parallel to gram value using Alai 1 angle to gran tormi Baring designer should vor ty capacity of bearing surface. 10)Protide mechanical connedbn(by others)of truss to bearing plate capede of announcing 10016 uplift at mrs(s)I I except Gadb) 1 ad{17-638. 11)Hanger(s)ordherconnectionde e(s)shallbepmOddsffioenltosupportmmentmled Ioad(s) ThedesigNsaecdondsoot connection Maxims)is the responsibility of others. LOAD CASEIS) Standard Q as.-Wwey4ss,AwemrtrnwMeEAp NOTES ON 1Ne A.MQVDEO MIIEa NEFEMNef IIOfW11Am.IMWAI59ENIIEYHE �Wrvdtlla ea aYYwmmMldro Ao-rRh'or,nD"eun"ry ,, rabri'rs Nor m,mpklam MMdrtl Wkaq cwnpaRTL rot antis aro Mrure vp,Ibn I,"sgyp monlvgXY rip gFibtYylry oltl.1.r amelenav]gc(annlY�uale l0/cwq{In Into lM 'h 6 g lealrod lw sbLXtlYmlto%evaniceJMUUMo11✓AUYJiq lnm'web m]/a dcrn memCs¢wJY. ovf-' lempMayaNpennaienldactlp k• kMMIM31mIXR.tlxlMxY,rca:Mm ml lval Yxx wllh V 'le pervne9 hkay W pc4wnY W�x�, fust Uaxxol Wbcu mWQ9 Nn rg nl ln�vxsaMinannMma.wMNM/IMI(AMIA. rI;Daa-09ar]tlL514Alrp CppnM ' Pub cash. 9ytlylNurMIM ar53Ae fiwn vis Me hda4e,419 N.lee Sirret SYIe S12 PhaadM.VRRR]I<, ierrye,0.3%10 Job T11w5 T.Type O1Y PH f2088TOA T18 Halt Hip Girder 1 10414877 Rnfo 3 Joe 2016 MI e o dwit oned BuiMilg Compolwm Supply, JackSgNllle,Fl3p286 B,o1o5Ap202016MITakhBnMU 65NQ fnlfggi 1OGPa Y017 Paget I :OflyD%UGRTVGWwOPOB_BYYIDG68-ivv_VDM1BnMu1388NpgM41fAA1cwW bnVY6Ei�rmZGD LORD CME(S) Steecard 1)O d+Roof Live(balanced):Lumber Immise=1.00,net.Ircleaae=l.OD Uniform Leads Ipp Vert:1-4=1W,57=5IX;&13=10 Ooncerdmted Loatls(Ib) Vert 7-4047 Q w�axwa-vwny4wwlPw.alww..wauoxorSs ai TltlS.wpxnlmeoYvrSeveam4xcrvaaew74n r4ermsevonru5c R4}1WMfolitn«YYwIm IMln4®cmrecbn TYSceN�aD«m aiY UFm paanaMiflwuT.«ghld TPghYdglW Tmcanpwnnl,rol �• mmryslnn.pelweuy.my D xtlre d«1e1�«mnIVM1Y Rng3AIc2iNdtle9g�fb�elrvvsaq popmly F.c«Itaale AhtleiM1m 1110 Inoovatll wraw agge.w laxrneaelo«e IUKMeudritlwatlmlwwm«.en1 rn«a mememe«W. Aatllwie�mr.1«m ma Pa,m«wnld�ire MITOW •swan e¢weuaNtlrW axfwo-e�an wlm�wlmeo�en«r«.Ylwrraawa>erlvm�we.r.,�ew�e vYmwe�w«ere ne IRvkalblil«q'K.hMNay.ae[:&nm[IMSYpa1 M1u.¢mmlmwamlann me4Hy/Iry1 GudM nllW.osedf m4BCA&fygcmWanxe aB0<FedeuleAd . ldMylNcmbon wtlYAe M1«n 0�Pda HPMn.RIB N.lee SM1eoM1 SYIe 511 Pbamhla VPY[311. Tenpe,FL JOD TmeaTris Type Oly Pty T1041C8]0 12066TOA T19 HALF HIP 2 1 Job Fromm.h ' reit Duldlq Component SlgpP/, JackWlMlle R 32256 B.Olos"r202016MITek Inhwarr li FrIFab1011:06"R201] Pi IO:DfwXdCR?VCWVAPoS_5rymp6&VSTMyMpTpTjFydE_AIGSDnv:IA]N3g5FJBTtlz I b]-02 bY0 11-1D1 13091 1529 1]J2 1&313 A611 24114 54-02 211-12 '12-9 U2-10 2-1-11 T1-11 21F11 114141 232,5 Swl.•1:41A 4.W 12 2x4 II Orb a 4= u4 II 2s, II MS= she= 46% p Jn10= - 6 ] 0 B 10 2 I n 16 iS 14 t9 12 n 56 II 46= 34 ".1 7x10= NE= 45= 0.6= 22,4111 5]92 11-Al 1a0-11 1528 t]J3 f4b19 126 6]12 62-5 142901 2411 2-191 2-1-11 14N &65 Plate Ousels(X Vt-- 15:034 O3iL f1¢63-0 P2-191112'03-00.2-81115'0-012 Edpel LOADING(psf) SPACING 2-0.0FW-11' n (loc) Vtlefl UtlPLATES GMPTCLL 40.0 Plata Gdp OOL i.W 0.80ML20244/1TCDL too LlFnber DOL 1.W 0.75 V0 (TL) -0.39 14 >55.9 240 BCLL 0.0 ' Rep Stress In. NO 095 Horz(TL) 0.05 1 Ne NaBCDL 5.0 Cotl0 FBC20141TP12007x-MS Wind(LL) 0.11 14 AN 240 Welghl:11416 FT=20% LUMBF BRACING- TOP CHORD 2x4 SP SS'E.,? TOPCHORD SWnturel wood sheathing directly applied or&O3 oc puffins, 510:2x4 SP No.2 except end verticals. BUT CHORD 20 SP SS BOTCHORD Rigid ceiling Clredlyapplled or 3-11-11 oc bracing. WEBS 2x4 SP NoS'Eriwi 5-15,8-14:2M SP N0.2 SLIDER Left 2x4 SP No.31-6-0 REACTIONS. (Iblsize) 1=-4]YPSE,11=8281636,1]=2]29/038 Max Hmz 1=158(LC12) Max Uplift 1=-]0RI-C 22),11=-148(LC 9),17=-21(LC 9) Mex G. 1=45(LC 9),11=82611),17=2729(LG 1) FORCES. (Ib)-Max.GompJMa ,Tan.-Ail forces 250(Ib)or lass except when shown. TOP CHORD 1-3=-165IWI.56=20350269,57-28TU451,7-8=-28A/451,&9=-28]]/451, gu -2013/350,10-11-780149 BOT CHORD 417=-1893110,16-17-511/342,1516=353/426,1315=-254/1964,13-14-45128T], 12-13-3502013 WEBS 3-17-1933@0(9,517-1 SM,35-47/182],515-433Y 6-1x-849/158, 8-14=-275tl aa,7-14=-2]51196,9-13--123906,9-12=615/131,1012=4bPVWD4 NOTES 1)Unbalanced roof five loads have been conNtleretl for this design. 2)Wind:ASCE 7-10,VUII=130mph ISsecondgist)Vastl=101 mph;TCDL=SOpsi;BCDL=3.Ops1:h=25R,S= St;b24fL eave=4f1;Gat. Il;Exp B;Ew1.,GGp1=0.18;MFRS directorial)and GC f dedort2)040 to 3-0H0,Intermol)3-0-0 to 23-94 wm;C-G for members and forces&MFRS for reactions shown;Lumber DOL=1 SO plate gnp DOL=1.60 3)Provide warrants drainage to prevent water ponding. 4)This from hes been designed for a 10.0 net bottom chord Me load hocconcurrent wim any other live low, 5)'This Buss has been designed for a live load of 200paf on the Whom chord In all areas where a rectangle 330 tall by 2 0 0 wide will fit between the bosom chord and any other members. 6)Provide mechanical connection(by others)of Vass to been,plate capable of wtihdandi,,10012,upldt M joints)17 except(j1=M) 1=]01,11=146. LOAD CASES) Standard 1)Dead a Roof UI(ball ncw):Lumber Increase=1.00,Plate Increase=1.00 Unit.Loads(PIR Ven:1-0.-100.5-10=100,11-18=-10 Concentrated Loads(b) Ven:S=468 ADedginvoWIPMNa-yway aWpnpWmrxM..MeFtunurwSpI116e ANO tl y utED MIIEx lfEf9awwr Pnr IY]4An✓.la MIeeou.. E ..-whlMlwus orlr214m M1eL®camclw mmi -Lglhlvtetl aivuV-`11 Wl+lwlm C✓mn.mleru MANygppMgcumpaxnLrol e�arN��1Me�Ine1xlAYgde�n1 buci s,.I N1�.nlaN iri va]e�rYNUrrumer dP�4✓NCMP%Ol6 nid.Y},n1pwur—m IalQq�2�.WMp�Mcaletlaio nrevenf lvcNM er Y2tAWlYy IruIIWW m'q/acMtlmerribdtair.M91krv11anMWad�rmawnlp .hp Mw aaNloh r.ww k.nwnnd lowewrn cdl[gex4m Ceal`wr>t..x+x Msradpr.eedv dm,1a,..ror9Wrya W Wb,�r.9�e.9 ne pntelyI Oa--ulWaxymn.P Lv¢Ypor Lusaatll,lm use rm11 MMII/IFII vIr.11W.M,De&-0saMICY Wi4tiPCaq.iwa eWf v.M.1. SYMr InlamoXm wdWe 5mm inm Rale MNMe.21e N.Ie.S0e.1 OJIe 412 NemuYxa VR22]14. T.iry..FL Stele Job Tlw Truss Type OrY ply -- T104146]9 112059TOA T20 HALF HIP 1 1 Job Releamoa(op40nell Bussing CCrnlgreM Supply, molusbali1k.F132258 0.010 a Apr 202016 MITek IMvli aIne, Fn Feb 101195:30201] Pagel I :DIIyb1(dCR]VCWw P05 SYymp64zHlWHiP LPXpdhYp4lxsPND3W6FI,YUh]32m2C2 5412 S]e 11909 3H I 1528 P�0.2 18513 91 231L0 S]42 29Y12 32-9 1d210 2-191 big! 21-11 fd14 30.5 Scale-1Are &4 1 36= AW 12 5 46 a 46= 224 1; 2w, 11 4f5— ad= 710— ] B B 10 11 1 1 It 1B t] 16 1s 14 to 12 site II 46= yN II ]x10= 4,5 4a5- Ba= 2W 11 S]-12 1110-1 13-091 1526 1N2 F IBS13 1209- S]-02 6P5 12-10 2-0-11 2-19f 29-11 1.014 ci Plate Ogsats IXYF 14'0-3-062-8118'63103-41.61'039 Q2-91 f 3'030 O2A1116'03-12.Edual LOADING(psi) SPACING 2-0 C81. DEFL In Qac) Islas! t/d PLATES GRIP TOLL 40.0 Plate Gdp DOL 1.00 To 0.81 Ved(LL) -0.24 15 >911 380 RUN 244/190 ;COL 10.0 Lumber DOL 1.00 BC 0.74 VedQL) -0.39 15 >553 240 BOLL 0.0 ' Rep Shows Inns NO WE 0.95 HOR(TL) 0.05 1 We We BCDL 5.o Gad, FBC2o14?PI200] Matdx-MB Wind(LL) 0.11 15 a9BB 240 WelgN:11416 FT=20% WYBEW BRACING- TOPCHORD 2x4 SP No.2'EvepC TOPGHORD Structure!wood sheathing drec8y,applied or 663 on pudine, 11:2x4 SP SS except and vadirala. BOT CHORD 21 4 SP S5 BOTCHORD Rigid ceiling directly appled or 3-11-11 oc bracing, WEBS 2x4 SP Rod Except' 616,7-15:2x4 SP No.2 SLIDER Len 2x4 SP No.31$-0 REACTIONS. Monza) 1=1]3/0-5$12=82&0-5-8,18=27301638 Max Hcrz 1=148(LC 12) Max Uplln 1=-]15(LC 22),12=146(LC 9),14-20(LC B) Max Grey 1a42(LC 911),1817301LC 1) FORCES. (Ild Mat C.ago ai Ten.-All bnme,250(lb)W.except Marsha.. TOP CHORD 13=12&18]8,0]=2031266,]8--28]Y448,SB=28]Y449,410=-28]Y449, 1-1 B—l20t2/35O 11—491BW149 BOT CHORD 1-18=134]20,9-18=4811343,151]=33]/425,1518=248/198),14-15=44928]5, 13-1a-3502012 WEBS 314-183G15],6-1 8=11310,3-fi--4]/1851,8-18_-4332288,]-1B=64]1158, ]94-2]8/1 We,8-15=2]5/86,1Q14=121A0],10-1 4 4 314!131,11-13=-34]2003 NOTES, 1)Unbalanced root We loads have been arraiderea for this tlealgn. 2)Wind:ASCE 7-10:Vu1k130mph(3-second gust)Vasd=101 mph;TCDL=S.Opsl;BCDL=3.0psl;h=25n;0=45n;tr2411;myce ,ll;Cat. 11;Exp 8;Ericl.,GCp1=0.18;MFRS(dlrediona!)and C-C Extedor(2)QO-0 to 3-0-0,IMenorll)3 0 0 to 2344 zone;0-C for members and fomes 8 MFRS for reactions shown;Lumber DOL-1.60 plate gdp DOL=180 3)PmNde adequate onerri to prevent water ponding. 4)This truss has been designed fa a 10.0Inc bottom chord live bad nonammdent with any other this loads. 5)'This buss has been Muu,r a l lora live batl of 20.0psf on the Whom ribald In all areae where a rectangle 36-0 W!!by 2 0 0 wide Mil M between Me bpnern chord and any other members. e)PmNde mechanical arnectlon(by others)of Huss to beadlg plate capable of Mrslanding 1001a uplift atjorsaid 18 except gt=Ib) 1=715,12=146. LOAD CASE(S) Standard 1)Dead t Real Live Malance0):Lumber Increase=1.00,Plata Increase=l 00 Uniform Leads(pit) Val:11=100,6-11=100,12-19=-10,45=400 Concentrated Loads gle) Va16=468 QwAouser al/y 4�NBnpem�Nnwp BF40 N01E5 QY]N6 ANO NCLYON N2N a6FNIN¢IIeEM1aAm.laWAIFIVONF eaC 11 ,—In Iry-ns,M4h strotFcaxieclm.RS,CeYg�hIwaNeryYKm Wanalxnlawn.aMalamLgN]ul iaAdpcant><+roal.rot animsntem.,fere�,eaoods' 1-1huchmo nw gi9baAlNoldetlPgparolaeaN . Lmµtalaffid!$n HtolMovmtll R,,W `Lan. 9acvpvxac rot R, lxew ure of cr Me ecl eOm]/a Wdmcomme for MdMrawmPvuymang tro, mlda:hp e We n ieMNiecl for e",ad Wgave hi—R, M.9h f .J .wawsmy..am r WntHe.Fa penw�tl ptlbcechig eiglM RR.sily 51aa9e,c�Nely.rve .WdeeYq ofe. teer loottblwciseexNa]all Guy pllwy,ONi9 aq K]eutlgCmpwMnl ®M 0.bC IBYM1 }dMy Wannollm ow42Yf kwn Nva Rale NIIMe.'tle N.lee Skeet.SWIed12 P!<MeMty Va2231<, ierri,FL]Yl0 Jab Toss Truss Type Oly Ply 0 1630 12056TOA 721 ROOF SPECIAL GIRDER I t Apr 20 Relere i e(bosom I BNltlirN C.mporwN Slpply, JetkedNill9,FI32266 8.010 CWwaPpr 202316Mirex INllaaes,Inc. ) Fab 1011015 Nn17ow4 Pagel IDDltyb5,aio C1 wO17,1;1 yzD0691914_1 kM1m0l11h3 1WVIGZDCOXTrVUZdy➢KCX 6-00 040 11-93 11216151 2111 t]21 19_1 12'51131 23-01-0 840 2-)-3 a1-11 1992 2991 29-II 29-11 1992 3S3 � Sai-1:41 z 7xl4M SN 400 12 sea If 3 4 05 9N II 9N II Hct= Sa3= h5' 602 23 6 a, ] 3 0 10 2 25 20 10 17 10 16 14 13 12 11 5411 NNLED NAILED 4v5- 35 11 bk12= 4r5 tia= 56= 2,4 II &60 600 1103 112-1015, 1Sa10 1]-2-0 196-1 1200131 2311-0 580 0 693 19-12 2411 2-191 2-1-11 1-1-12 3S3 Plate OBseLs(X.Y)- 11:0-38Edoe1J5:0.3-0.0-3<1.115:0+12.D3-01.I1):a2i.00-121.113x0-24.0-2-01 LOADING(pap SPACING- 2a0 C91. DEFL. In (lob) Well tW PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.84 Ved(LL) -024 1314 >009 360 W20 26M190 TCDL 10.0 Lumber DOL 1,00 BC 0.71 Ved(TL) -0.4014 x536 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress liar NO WB 0.]5 Horz(TL) DOB 1 Na No POOL 50 Code FBC2014RP12007 Mettlz-MS Winu(LL) 0.111314 >999 240 Weight 11210 FT=20% WMBER- BRACING- TOPCHORD 2x4 SP No 2'Exa3pP TOPCHORD Structural Abaci she0thing directly applied or 2-11-)ao pudlns, 1-3:2x4 SP SS except and variable. BOT CHORD 2114 SP SS BOT CHORD Rigid calling directly applied!or 4-5 15 oc bracing. WEBS 2x4 SP No.3'Except' 516,614,9-13,10-12:2x4 SP Not SLIDER Let 2x4 SP N43164 REACTIONS. dasibe) 1=-192Po68,n=844N-56,18=272tA138 Max Horz 1=106(L025) Max Uplift 1=491(LC 18),11=-145(LC 5),18=-1](LC 5) M.G.1=220(LC17),11=804(LC1),18=2721(LCt) FORCES. gh,-Mex,Cied,Nrx.Tied.-All Races 2W(0).,less exceptarri shown. TOPCHORD 1-3=284/1828,56=-2132/18],8-)=3001/439,76 7 3 0 01/4 3 9,6973W1/438, 910=-2104/359,10-11=-]9&149 BOT CHORD 1 =- 5,1,21],1]-18=351/531,161)71]9/881,14-16-16]2132,1314=-439/3001, 122 13-35,1,2104-13=3 35421 W WEBS 318=-168/1162,518=-1101R1,>5-128/1566,516741 962.-161681129,¢6, 8-10=311/1010,]-14=-2]1/89,8-13=-255,57,9-1379G'940,9-12=6261129, 1a127asarm9d NOTES 1)Unbalanced root live Inside have Dean considered for MIs design. 2)Wind:ASCE]-10,Vu1k130mph(3-stton0 gulp Vas0 Ofteph,TCDLa.Opsf;BCDI-S0ps1;h-25it 8=4511;0240;eave-41f:Gat. 6;Exp B;Enc],,GGp-0,18;MWFRS(directional);Lumber DOL=180 plate goo DOL=1 60 3)Proi adequate drainage to prevent water pbMing, 4)All plates are W20 plates unless otherwise Indicated. 5)TNs truss has been deelgned for a 100 pst bottom c0ord live load rbnconwnenl wf h any ot0er live leads. 6)'This trues has been designed iw a live load at pooped on Bre ba0an GAN In al areas where a rectangle 36-0tal by 2-0-0 aide will It bavaen he boom chord arN ads,other members. 7)Provide mecdenical connection @y oMend of buss to beading plate capable of Withstanding 10010 cpli0 el)di 18 except gmlb) 17191,11=145. 8)Load icands)1.2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28.29.W.31,32 ha411aVe been madi0ed,Building resigner must review loads N vie ly Mal f0 ry are Coifed lorthe Intended Lead!MIs truss. 9)'NAILED'frescoed.3-10d(0.198'X7)o1(0.1481 Nerals.For mora details,der to MITak's ST-TOENAIL Detail. 10)In the LOAD CASES)sec0on,loads applied N Me Nar d the tr a,are rated as front(F)a back D. LOAD CASE(5) Standard Q w4eMIe�rllxaW9npwwnwn�ura REAO N.IEe qI tIYe AND IHLLYDED MIIENREFER4NCE P4aE LLV a Wp�MN1IXwdYY�M11eX®iw,ncbxlfBJersyp Glxneb aLY urwn�m�elesNwm rural I Ilvkl II Xil 1 - .rod L�nry0an�.Belle m.11w dlbp�qyw mulvally tr99xNkdollNol0aµTln dNelmsUq PWcr le W nigrl dlM1pdtab�.aalgYW:ale3abPNNwNdx:tlYgdxvlbxl MweDab/acMntlmandXtdW n ., �.r:rtg k• Y(hVA1MlAed M1xfltMXyotlbpevaNadlo[to wM%abeP WNIxYWPWaAY Mngia la IXrealQYrlaux mfAa�Yq Mb {Y kdbttlaope,E&he�y.aecWnm]lxacppollnuasab aix run sygerm baW9/MI WwIy CNwh OSe-09aM BC91 WIWn9aNmymnl eeW PxM FY BM. 9M9 Womdm OVthNe M1cm mnFMe hMMa,11e N.1ee5M1ee1.Sxb312 N®ad41 VRRYl14 iurye,R 3'ffito JOD Tmee Tmss Type Qty Ry 041 660 12093TOA 721 ROOF SPECIAL GIRDER 1 1 Job Relis MIT Acrel BiWing Component Srgpy. Jazkmaills,FI32256 6.010s Apr 202016MITeklLy Jr;aaa,"lri FeDle1DXTr22D17Page2 ID:DM1yDXOCRiVDWWGP�5Yyappe9vpBULykMeOla1DO1610uVKSZDCDXirVnxofy[nIZCX LOAD CME(S) Standard 1)Dead+Poll Live(balanced):Lumber bwrease=1.00,Plate aaaamre=1.00 Uniform Loads(pit) Van:1-3=-100,34=-100,5-10=-100,11-19=-10 Cmwentreted Loads(lb) Vert:5-46825=-121(F)28=-169(F) 2)Dead+0.75 Poor LNe(balanced):Lumber Increase=l.OD,Plate Increase=1.Oo Uniform Loads(pit) Vena-3=-B0,34-80,5-10-80,11-19=-10 Cmcentraled Loads pD) Van:S 42825-108(F)26-_-149(F) 3)Dead+UnlnhaDltabla Attic Without Simap:Lumber Increase=l 25,Plate Increase=125 Uniloon Loads(pit) Ven:1-3--20,3.4=-20,s-10--20,1 t-19=30 Concentrated Loads(Ib) Ven:5=-34825-114R)26-129(F) 4)Dead+0.6 MFRS Wind(Poo.Internal)Len:Lumber Increase=1.60,Plate Increase=-1,60 Uniform Loads(pp Vert 1-3=15,3 =28,5-24=28.10-24-13,11 19=S Ho¢1-3-25,45=11 Conwntretetl Loads(Ib) Ven:5-204 25-34(F)2521(F) 5)Dead+08 MFRS Wind(Pos.Internal)Right:Wmber Increase=1.6Q Plate Increase=1.80 Uniloml Wads Off) Vol 1-3=10,34=13,5-23=13,10-2728,11 1 6 Hoa:1-3=-20,4-5-26 Concentrated Loads(Ib) Ven:5-204 25-34(F)26=21(F) 6)Dead+0.6 MFRS Wind(Neg Internal)Lart:Lumber Increase=1.60,Plate Increase=160 Uniform Loads(pit) Vart 1-3=-21,34-21,S1P 21,11-19=-10 Hoa:1-3=1,4-531 Concentrated Loads(M) Van:535825 Wfl 26=25(F) 7)Dead+O.6III Wind(Neg.Internet)Right.Lumber Inclees,1.60,Plate Increase=160 Uniform Loads(pit) Vert 1-3=90,3b21,510-21,11-19=-10 Hon,1-3-10.4 5-4 Concentrated Loads(Ib) Vert 5-31825-30(F)26=25(F) 8)Dead+0.6 MFRS Wind(Pos.Internal)Tat Parallel:Lumber Increase=l 60,Plate Increase-1,60 Uniform Loads(pit) Ver,1.3=19,31=19,510=19,11-19=-6 Ho¢13-29,4 5-U Comannated Loads(Ib) Van:522225_34(F)26=21(F) 9)Dead+0.6 MW FHS Wine,(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase-1,60 Uniform Loads(pit) Vert 1-3-8,3-4FEI,590=8,11-19=-6 Hoa:1318,4-5-24 Cancemeeted Loads(Ib) Ver,5-24325-34(F)2521(F) 10)Dead+0.6 MFRS Wind(Neg.Internal)151 Parallel:Lumber Increase--1.60,Plate Increase=1.60 Unit..Loads Olf) Ven:1�-21,34-21,&1 0=21,1199_-t0 Horc U3=1.4-5=6 Cement Bred Loads(Ib) Van:6=-31826=30(F)2625(F) 11)Dead+06 MW FRS Wind(Neg.Internal)and Parallel:Wmber Increase=l W.Plate Increase=l 60 Unitmm Weds(pll) Von!1-3=-21.34-21,5-10-21,11-19_-10 Hoa:1-3=1,4.5_ Convent ated Loads(ID) Vert:5=-318 25-30(F)2525(F) 12)Dead Lumber Imrsese=0.80,Plate Increase--0.90 P0.metal-0.90 Uniform Loads(PIT Van:1S-2q 3i=-20,iel(i11-19=-10 Comenlmted Loads(Ib) Ven:5=-30e 25=-70(F)N-69(F) 13)Dead!+0.]5 Roof Lha Met)+0.75(0.8 MFRS Wind(Neg.Int)Wfl):Lumber Incre65e=1.6q Plate pxu ase=180 Uniform Loads(pit) Vena-3=31,33=31,5-10-81,11-19-10 Hom 13=1,45=23 Concentrated Loads(lb) Ven:fr= 6 25-30(F)26=9(F) 14)Dalai+O]5 Roof Lha(bel.)+0.75(0.8 MFRS Wind(Ne0.Inl)Rlghp:Lumber Imrease=1.61;Plate manese=1.60 Aa'A.-VwNy tlupnpaeiMxtwW RfIDMOIFe ON IMISINO NCLYOEOY(EC PEF£a1XCE I10e 16)Cnm.fOp3'NI6 BEF04YSE �Yg,vdly ldure dXY mlm NAlaMf cmrvrolwc R6 atnsl{In Klxw_v1 dJY u{narnwRrt Lwvm.aq alder MutlW dANgcanpwnnt.rot a euu sysran Calwa uv.IM dL�Ipdo4{FwY mut veilN IM egMIMMIN ol[leq(In pnanelenmlgcpylY4cdP rm19 MtleYTtlloll¢overtll kylwy WdflwM:,A` : I�l��wyJnnrllw4urgl,n VkluYlvrt :r rvl cbtlmeml�RCNY cMRmnaWmdFermawnrdwW MRek' w'K`dry ddmme. rdnono9arpra9dmrara9aere ma adkwoe ddo�.aarvsrv.dw �d e. or m rw,d euffmly w.r,xwmr wary ewm.ouavm44ev wwgeo�or�r aW IrYamrtlAm waw Ydrt n�urtm I,,.nmrt.zla H.Iw snaal.arra slz.ue.�ab.vA�ar4. r.no.,u 3xlo -Jcb Tmss Tran TYPe Oly Ply 0414890 'i12056TOR 721 ROOF 6PECIRL GIRDER 1 1 Job _ R e o BwMirg Comprenl JeaOe Fl3'Q53 8.01020t16MITeIndustries,fnc. Fd Feb5:322o1] Peter 3 IDOByt% OCWwDPa5SVVtpp69gu.1-yme0iabNeaNnGiZiXtaTrpuerni LORD CASE(S) Standard Uniform Loads(pIQ Von:1-3=]3,34=et,510=81,11-19=10 Ham 1�-7,4. -3 Concentrated Lode Or) Ven:5=43525=,30(F)2 (F) 15)Dead+0.75 Roof❑.betl+On(0.6 MFRS Wind(Neg.Intl l or Pal Lumber l rsase=Lfiq Role Increase,P,w Uniform Loads(pIQ Ven:13=-81,3-L-81,5-1D_81,11-19=10 Ham 1-3=1,4-5=5 Concemnsad Loads(Ib) Ven:Si 25=30(F)28=9(F) 16)Door+0.75 Roof Live(bal.)+0.]5(0.6 MFRS Wind(Nag.Int)2nn Parallel):Lumber Imrsase=l.w Plate Inamme=1.60 Unift m Loads(pIQ Ven:1-3=-81,34-81,5-10=81,11-19=10 Ham 1-3=1,4 Si Concentrated Loads(Ib) Ven:5-035 25,30(F)249(F) 17)tat Dead+Roof Lt.(unbalanced):Lumber Increesa=l,W,Plate Increase=1.00 Uniform Loads(pIQ Ven:1-3=100,34=-100,51 da:i 11-19=-10 Go.entuded Loads(Ib) Ven:5=46925=121(F)26=-169(F) 18)2nd Dead+Roof Lee(umslancaQ:Lumber Incraeae=l.00,Plate Increeee=n A0 Uniform Loads(pIQ Vert 1-3=-20,34=.100,510=-100,11-19=-10 Gomentraled L.oal(Ib) Van:5=46925=-121(F)26=18)(F) 19)Set Dead+O.]5 Pool live(urbal Tenn:Wonder Increase=1.00,Plate Imender=l.l%I Uniform Loads(pit) Vel 1-3=-90,3-0=80,510=20,11-19=-10 Con.1mmid Loeb(lb) Ven:5=428 25=106(F)28=-141r fl 20)41n Dead+0.75 Root Live(unbelerced):Lumber Ircrease=l.Oq Plate Incresse=l J o Uniform Loads(pIQ Van:13=-20,34=-80,5-10=-80,11-19=-10 Concentrated Loads(lb) Ved.S-,IW 25-1 C6(F)26=-149(F) 21)Renal Dead+0.6 MFRS Wind(Pas.Internet)Lal -umber Increase=1.60,Plate Iincrease-1.i0 Unit.Loads(plQ Von:13=15,34=28.5 24=2B,10-24=13,11-19=6 Hort:1-3=25,4 5 11 Concentrated Loads Qld) Vert:5=20425=n(F)261 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Fight:Lumber lncmase=l.6q Plate Increase=1.60 Unilora Loade(pIQ Vert 1-3=10,&4=13,5-23=13,1(Y23=28,11-19=6 Hoe l,3=-20,4-5=-26 Corn eatrated Loads(lb) Ven:5=20425=-47(F)26=-98(F) 23)Reversal:Octad+0.6 MFRS Wind(Nag.lntemal Left:Lumber Imnase=l fiQ Plate Increase=l 80 Ummmt Loads(pit) Ven:13=21,34=21.5-10=21.11-19=-10 Ho.13=1,45=31 Corweatrated Loads(0) Ven:5=358 25=-73 fl 261-91 24)Reverses:Dead+0.6 MFRS Wind(Nap.lntemal)Right:Lumbar Int arear=l.6Q Plate Increase-1.60 Uniform Loads(of) Ven:1-3=10,34-21,S19_-21,11-19_-10 Ham 13=-10,4-5=4 Concentrated Wads Old) Ven:5-318 25,73(F)26=94(F) 25)Reversal:Dead+06 MFRS Wind(Pas.Interre)1st Paranal:Lumbar Inorsas,1.60,Plate Incsentra .60 Uniform Loads(pit) Val:1-3=19,34=19,5-1 O=-1 9,11-19=.6 Harz:1-3=29,4 5= Concentrated Loads Ob) Ven:5-22225-n(F)26--98l 26)Reversal:Dead+0.6 MFRS Wind(Poe.BBeman 2nd Parallel:Lumber Increase=1.60,Plate Increase-1.60 Uniform Loads(pIQ Van:1 510=8,11-19-6 Hoe 1-3=-16,45--24 co..Vated Wads gb) Ven:5-243 25=-7](F)26-98(F) 27)Raisin:Dead+0.6 MFRS Wind(Neg,lntemal tat Poll Lumber Incressa=1.60,Plate Increase=1.60 n udm.. V—.,Y Inde EW aEAO MOIEa p/IIaSWOMLLYOIa Y/fNPFfEWNCEYIeEM4]<Anr.IYOLNIFeEEOPEY9E Des�VdNfw�a4Y r4m rNleMcdvre:nw.cturimmM5tle9P kM69tl MYUFvnr✓Jwelen Y,nwn rcNklwsl,r)IN4wI dA0Ny wnpawnL ml mr untem.wrore nae.Ire I V IMng de+aar mr.t vena It¢aalamaN or a3nv1 I>am,et�«a wel>env nrAa>�a1e mk de:pmmo me oveial rerpnRae«a me"IN��°n ��ilm�minPr wv�maa"w.°mv.�ul°`.ma°"tY«eer,POd1bn u�li .°"„,wnnre�a°`"e MITek' Yesser' n.Mmpn.aar+erv.ere[:pmmebrzx:root miwamamm mlarm bse.4xWmrowlM 4lrMe,osawe m4 acv aeFsycempe,wm svol verve Ern eWe. bMy IrEgrrb4n wtlkde M1an Irim RaleluYMe.R19 N.Iee Street,SJIe 312 PleaaxlMy VPY1311. Tempe,FL x3610 JOU - Tmv Trim TYps Dly Ply T1O414880 12056TOA T21 ROOFTPECWL GIRDER 1 1 Job Pararama tlM91 HalComponent Supply, Jedissusila,Fl M56 aurusAa2o2016e4Reklndamw ,lrC. FrIF0101L05:322017 Pagb ID:DXybXWRWCWWOPOS_5Yyzpp6PWOULI*h Oiallw OWr CDX Nr zdyu CX LORD CASE(S) Sdendad Uniform Loads(pig Vena-3=-21,34-21,510=21,11-19-10 Al 1-3=1,45=6 Concentrated!Londs(Ib) Ven:5=318 25-73(F)2(b-e l 28)Reaesal:Dead.0.6 MFRS Wind(Neg.Intense)2nd Parallel:Lumber morse l.6Q Plate Increase=160 Uniform Loads(pip Ven:1-3=21,34=-21,5-1 O=-21,11-1&-10 Harz:13=1,4-5=5 Concentrated Loans(lb) Vert:5-318 25=-73(P)26=90(F) 29)Rsverse:Dead.0.75 Root lye(bel.).0.]5(0.6 MFRS Wind(Neg.Ind)Left:Lumber Increase=luso,Plate Imunds,=1.80 Unman Loads(q0 Ven:1-3=31,34=-81.5-10=81,11-18=-10 Hors:1-3=1,4-5=23 Concentrated Loads(m) Ven:5=46525=-100(F)26=-138(F) 30)Reversal:Dead♦0.75 Roof LW(bel.).0.75(0.8 MW FRS Wind(N6g.Int Rlghg:Lumber Increase=l.eq Plate Ino re..11.60 Uniform Loads(FAg Ven:1-1-]3,3i=et,510=31,11-19=-10 HOU:1-3=-7,4-6=3 Conoompabed Loads gb) Ven:5-43525=-lW(F)21S 138(F) 31)Reverse:Dead.0.75 Root Uva(bel.).0.75(0.6 MWFRS Wind(Neg.Ing let Parallel):Lumber Increase=1.60,Plate Incmaee=t6o Uniform Loma(pip Vert:t-3=31,3d=-81,5-10=81,11-19=-10 An.13=1,45-3 Concentrated Loads gra) Vert:5=-435 25=100(F)28=-138(F) 32) Revere:Dead.0.75 Roof Live(bar.).0.75(0.6 MW FRS Wind(Nag.Ing 2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pit) VeR:1-3=81,34=E1,5-10=81,11-19=-10 Horz:13=1,0.5=5 Cone orated Loads(Ib) Vat:5=435 25--100(F)26=-138(F) �WARXWO-VMIyCWgnpvamxm mCREIa ROTES gVTINa4NO WCLWFO MIIEMREfEMNEE pA0E16T1Am.taaVAI6aEPoPE UBE MLpI vdp rwme nYYwllb MnekW cpxncb¢.R6tleLgr k Lvaetl w1V arum pNmrelers SMwm.aq klam iWutfrd dA6rpiunpagnL ror orlon sysl.vn Belae are.Me Whgtle9[{av mwr wriN nr q.TxtiaYlN ordN{9r P'aaneMnadgMnnivfranwoH mttleR2nitlo r¢owntll ansa def 4yr.tr«+wadmaledamaeYanl ac6n9or v.rm,u aunwm.udiw�xWram.nnea onr.peawm lerrR�wm mecerrraipnlaalre M( ek' kanrors rsye9d rw wfMadwaevenr wtgzs xmnprei'Ie Favxvl Mzvr+rdgxsMdumee. raeAaravlpkbrce regaary{mn seen, nslao3e.tlelfrerymun m rad aa#{ro 11u I— ay.ItveAN61/IHI WOA111. OSB-09mllCSl WYbpGanpanw Toro,FL Eeaeaa. fly Ylpmallm avdKh✓mn�Rale lneaMe,>IaN,Lw IDael.yxte]12 Nexmtlma.VPY3J14. Terlps.FL 3Mte Job Tams Treace Type Ory Ply 12056TOA T22 ROOF SPECIAL 1 1 bU Reference limy 10,11UGM BIYItlI19 CCmponeM Supply, J0ak60nviNa,F132256 - 8.0106Apr202016MITMInMdidand Inc FriF01011:05:332017 legal ID:DlrybxdCR7VCWwOPNi 5YyzpP69O sS k UWZCSFOTgFFO1NPMWFGUFMVjL zm2CW 31-0 833 7-045 86-00 11-9.8 i 13161 11611-13 18-00 31-0 31-11 1-092 2-1-1/ 22114 2-1-11 1812 313 6ub=1:30.e 5= 2e, 2 4r5= II 6.8= 5ffi 6 o M10- 1] 4 s 8 19 ] e I9IN 16 U 13 12 11 10 6 g 1x6_ 'AW 7214 Mrz - 418- si8- 32-4 it &33 ]d-15 9e-10 1636 1310.1 1141199{ 1350 633 LI-12 2-0-11 2-I-11 21-11 1492 363 PII0f ft3LY)- I ' SOI 7 0-23,02 01,[8.0 30,0-241,110I111'0230-2-01113O64Edmj LOADING(pst) SPACN4G 2-0-0 CM. DEFL in Qac) Utlefl Utl PLATES GRP TCLL 40.0 Plata Gtlp DOL 1.00 TG O.g6 VedjLL) -04012-14 >548 360 MFZO 244/190 TCDL 10,0 Wmber DOL 1-00 BC 0.85 Ven(TL) -0.8912-14 >314 240 WWHS 16]/143 BCLL 0.0 ' Rep Suisse di NO WB 0.813 Horz(LL) 0.08 9 Ne we BCDL 5.0 Code FBC2014TP120W McMx-MS Wind(LL) 0.1812-14 >999 240 Welght 9115 FT=20°8 LUMBER, BRACING- TOP CHORD 2x4 SP NO3'Excili TOPOHORD Structural wootl shed ing directly applied or 2-1-5.c putllrm, M WSP No.i except ead Wricaw BOTCHORD 20 SP SS BOTCHORD Rigid ceiling directly applled or 966 oc bracing. WEBS 2x4 SP No.3'EkcepC 314,4-t2,]-11,840:2x4 SP No.2 REACTIONS. (INsize) 16=13915311,9=1070/058 Mex Horz 16=26(LC 12) Mex Uplift 16=-11(LO 8),9=153(LC e) FORCES. IN)-Max.Comp/Mem Ten.-All to.250(Ib).,I.except wren shown. TOP CHORD 1 2=30610,3 4::1 4-5=4623/4138,5 6=462&499,67=4623/499, 73=-2747/3]],8-9=-10091156 BOTCHORD 1116-013047,14-153351,12-14=-3354]21,11-12=499/4623,10-11=3Tz274] WEBS 394=-3BB/1437,4-14=36&148,6-11=402/60,7-11=209/1966,790=3821139. 310=-3]52]35,3-16=-3187/0,1-3A 59 NOTES 1)WIM:ASCE740;VW=130mph(3-secwMgust)Va 101mph;TCDL=5r4mCBCDt-3,Opsf;R25i1;BytM;L-24X;rAde=lg;CaL 11;Elg B;Encl..GCpi=0.18;MFRS(dlrectl.ny)and CC Exredor(2)01.12102-11-12,111fedor(1)2-11-121.18-34mirm for members aM mrces B MWFRS la reactions shown;Wmber DOH plate p.p DOL-1.60 2)Proyde adequate drainage to prevent water poMlrg. 3)All plates are MT20 plates unless of erverse Indicated. 4)This inns has been designetl for a tall psi bottom chord INe load nmconcurrani with any other live loads. 5)'This hose has been designed for a five Toed of 200put on Ne bottom chord In all areas where a rectarri 33 0let by 0O wide will fit between the bottom chord and any other members. 6) Provltle mechanical connection(by others)of(mss to bearing plate capada of wltlmtahoing 100 to uplltl At Icnt(s)16 except gLM) 9=153. 7)Hangers)or over connection tleWca(a)shell be pmvitled sufficient to suppod concentrated Ioadi The tlesigreselacrr.n of such connectlon doci IS Me responsidiiry of others. 8) In the LOAD CASE(S)sei loads appll rd to the lace of Me Imes are acted as tart(F)or bad(B). LOAD CASE(S) Standard 1)Dead a Root Live(balanced):Lumber Inchadm 0O Plate Increase=1.00 Uniform Loads Miff) Ven:1-2=-100 3-8=100,916-10 Concentrated Loads(IO) died:3=466(F) Q nedaXMe Y�W4Nplpemnmanwp BFAp N01Ee 2-N]2-16 AMa NLLYOPa Pd aayN eE EUSE Lbtlpl vMtl Wu¢oNyxT MIHffimaiecCrs.RtefedT kMaa] m ,Yu .m]kl YUIIN9xill eilac { n Inmryslgn telae us ll'e WlWgtleq rp,mW valNh�gM�AiN o1 MfXl�p tesa✓1 x v r. r baare mean e«fiyrme�dalo we+enl Mx.dxy 1r6aaa n�wabay. Mod de wv Oda1{ r �n .gym MOW ewowlwewed kn.ImawTdroPl<Myxe comm nonu n ✓6 re.y www .., 1 acne x ma kdtddi51wo3e 0.#uay,recMnatl MaGlg oil Tel wkane egG51/1%IfMily Cl6nq ed9 vq aC9lWM gComynml WW Gab Fr1 6dalylnlomldal walla nom trim RNa Mdllule.zlan.leer- lsnaalza a.6w a.aP. FL dx10 9oD Trim Tlw ryp. Dry Pry na4f46az 12056TOq T2s gOOF SPECIAL 1 1 JOD PBIpeMe Garel BIIiIdlp Component SlplYy, JBCkmrnilk,F132256 &Ot0aAp 2J 2016 MITekIM161r195,leC. FriFM 101f:05:942D1] Page1 IOIDMD%1Cq?VCWxOPo6 6Vyzpp69d2GFnwIyNCe0gOge0%mUzwwa2Ge]KKNBSvBrmIZCV 318 833 1 98-111 1186 1340.1 N4b19 1860 348 31-11 1-092 2-1-11 2-1-11 2141 1-1-12 363 360-101.2 NAILED NAKED ilio= X12- 4116= li 2W Ii sffi= 6]6= 1 le 17 2 1g 3 4 5 19 6 ] 1 is 2D 21 14 13 12 if iD 95r8= = = 15 ii ax1o= ]x14 MrzoHs= 4x6 814 u NALED NAILED 31-0 633 ]416 9840 11-98 13-111 1b Mo 31d 31-11 t-0-12 2-L11 2411 2-1-i1 1412 353 Plate OMaeta(XV)-- 12'05802-3116'0-280-2-0111'62120-241 I9'O2-120241 [10'62-002-01[120-5-01114'0-3802-01 LOADING(pal) SPACING, 2-00 CSI. DEF-. In (I.) I/defi Ud PURTES GRIP TCLL 40.0 Plata Grp DOL 1.00 TC 0.81 Ved(LL) -0.4011-13 >542 360 W20 244/190 TCDL 10.0 Lunber DOL 1.00 BC 0.0 Ved(TL) -0.]i 11 3 40 13 08 2W20HS 187/143 BCi 0.0 ' Rep Street Ina NO WB 0.92 Horz(TL) 007 a We ne, BCDL 5.0 Cade PBC2014/TP200] Matdv-M8 Wlnd(LL) 0.1811-13 >999 240 Weight 6lb FT=20% LUMSM BRACING- TOP CHORD 2W SP N0.2'Exosi TOPCHORD Structural wood sheathing directly applied or 2-013 ac purlins, 2-7:2x4 SP No.t ercept end vedlcaN. BOTCHORD 2x4 SPSS BOTCHORD Rigid delling directly applied or 98-9 ac bracing. WEBS 2x4 SP Nc.3'Excei 3-11,8-10,79,1-14,2-13:2x4 SP Ni REACTIONS. (IWslze) 15=1427NM,015 8 Mex Hod, 15-3(1-C 25) Max Uplift 15-3(LC 8),8=MILD 9) FORCES. (Ib)-Max.Comp./Max Ten.-Allforoes 260 lgorless exosptwMen shown. TOP CHORD 1-15= 3 4218,1-2=31]110,2-3-MO 1299,34=4669/4]9 4-5=46691479, 5149891479,6-]=-2]61369,]-6=1017154 BOTCHORD 13-1499335,11-13=-29&462,1011=4]9//669,410=3692]6 WEBS 2-14=-1260/3.3-13=406,15],3-11-28]10,51 404w 610=495/199], 69=888/16.]4-36]2]54,1-14932]8,2-13=391/1552 NOTES 1)Wind ASCE 7-10;Vult=130mph(3-second goat)Vasd=101 mph;TCDL=S.Opsf;BCDL=SDpS%h=250;B=45h;1r24f1:saveri Cat. II;Ely 8;Elld.,GGp1=0.18;MFRS(ding ionel)and C-C Exbdor(2)01-12 to 3-1-8,ha6dor(1)3-1 8 to 18-3 4 zone;G-C for members and forces 8 MW FRS for reactions an.;Lumbar DOi plate grip DOL=1.60 2)Provide adequate drainage to prevent water owning. 3)All plates are W20 plates unless othe...Indixii 4)This but mss been designed for a 1 OD psi bottom chord live load nonconcunent with any other live bads. 5)'This muss has been designed for a live load of 20.0pst on the bosom chard in all areas mere a rectangle 3&O tall by 0.0 wide Will art belnreen the bodcm chard antl any other members. 6)Provide mads anlcal connedlon(by omi of mess to beaming plate capade of withstanding 1001b uplla at jointly)15 except Otdb) 8=150. ])Load cMe(s)1,2,3,4,5,8,],8,9,10,11,12,13.14,15,16,1],18,19,20,21,22,23,24,25,26,2],28,29.St.31,32,33,34, 35,36 Olsvlleve been Motlli Building designer must MAM loads to WAY tat they ala armed for the Intended use of MIS truss. 8)-NAILED'Inddais 1 Od(0.1481 or 342d(0.148'X.1.25)toanNls.For more chills refer to MTek's ST-TOENAIL Detail. 9)In the LOAD CASE(S)section,loads applied to the faroa of the fares are notetl as front(F)or back(B). LOAD CASE(S) Standard 1)Dead a Roof We(balanced):Lumber Intendan=1.00,Plata Increase=f W UMiolm Loads(pig Ved:1-]=-100,8-15-10 Concentrated Loads(ID) Ved:2-168 20=-18121=45IF) IPNWf. Vedly EeDpnpnMnw189E10 Nd]le deTaeYID NCLUOFOY1El eFFEpgXCE/4QE M6]Rl m.fa0.YAnaeEEO9f UY Dep¢,J.la n!e only,d n AN1ekWccrvaclm.Mtl¢µan 60aystl MyuFmpaamRrspwwn mdt6vmYuxN[AiG IwlrYg canpmenl.ml WrJ'gdeds,a¢Mk]cala Bbpeuull Wckwq olkMu�kxW Mm �lx8tl lmemlzCUYY.MYJ.. WadFama Pith1. edwal4mPA�faskbNaW bpeVanl mY¢m Wmpstlu(MNed tVJyaq P¢mlYda�x9a.fn 9mxxd 9Mda�ce reDatlnPIM MI ~ IRwcOlbn pdose,tlelrmY mx.Mnmfpm:Yp of pu¢cean]Mmvylbnn seANl1/t%1 WathdAmM.UBa-BPalp 2Ca16nMI1q COnVawnl bed Puke EW BMG. SdYy ManlaXu mdaile mom ins Rale ImtlMe.RIB N.Iec Sheet,011e]IR.Homvl,ly VA22J11Teape,fL 3E1r rb T. True Type OIy Ply 0414882 TOA T23 R00FSPECIAL 1 1 Job RNererce popAcrag &lllAng Component SWgY. Jecksomilb,FI32256 . , 10f1:05:34207 Peg2 10 %tlCMVCWWPo6_5yyzPp8PGFmIYNCsOgXmUmwOR?OPSuZCV LOAD Cladi Standard 2)Dead+0.75 Roof Lim(balanced):Lumber Increase=1.00 Plate Increase=100 Uniform Loads(pig Ven:1-]=-80,8-16=-10 Colcentuded Leads Ob) Van:2=42818=7fl 17=-l(F)20=-16(F)21=-14(F) 3)Dead+Uninhebrahle Ado Without Storage:Lumber Inertia =1.25,Plate Increase--1.25 Uniform Leads(q1) Van:1-7=-20.8-15=30 Concentrated Leads(lb) Ven:2=-31816=12(F)17=6(F)2 12(F)21=e(F) 4)Dead.0 B C-C Wind(P..Interne)Case 1:Lumber Maease=l60 Plate Increase=l 60 Uniform Loads(pig Vert:1-2=30,2-7=23,8-15=6 Drag:1-2=1,23=0 Concentrated Loads(lb) Ver[2=-20016=2(F117=-1(F)20=5(F)21—3(F) 5)Dead+0.8 C-C Wind(Fes.Internal)Case 2:Lumber Increase=1.60,Plate Increase=160 Uniform Loads(pit) Vert 1-6=23,6-]=30,8-15=A Drag:1-2=0,2-3=0 Concentrated Loads Ob) Vel:2-20016_-0(F)17-1(F)20=-5(F)21=-3(F) at Dead+0.6"Wind(Nag.intsmal)Case 1:Lumber Increass1.60,Plate Increased 60 Uniform Leads(pig Ved:1-]=-32,8-15=-10 Drag 13=0 Concentrated Leads Ob) Ven:2=-nl 16=28(F)17-1(F)W-2(F) 7)Dead+0.6 C-C Wind(Nog.Internal)Case 2:Lumber Increase=1.60,Plate Inoresssl.eo Uniform Loatls W1) Ve21-7�.8-15=-10 Dag:13=-0 Cem.iated Leads(lb) Vett:2_-.331 16-�e(Fl 17 11(F)20=-2(F) 8)Dead+0.6 MW FRS Wind(Pea.Internal)Left:Lumber Increase=1.80 Plata Increase=160 Unit..Loatls(pig Veli:1-19=28,7-19=13,&1b6 Drag:1-2=1,23=1 COlaentaied Loatls Ob) Ven:2=-20416=2(F)17-1(F)20=-5ff)21=3(F) 9)Dead+0.6 MFRS Wind(Poe.Internal Right:Lumber Increase=l So,Plate Increase=l W Uniform Loads(pit) Vert:1-18=13, Dreg:1-2=0.2-18=0,3-18=1 Concentrated Loatls(lb) Ven:2=20418=8(F)T]F(F)20=5(F)21-3(F) 10)Dead+0.6 MFRS Wind(Neg.Internal tan:Lumber Inaeass=1.60,Plate Increase=l.W Uniform Loatls(pit) Ven:1-7=-21,8-15=10 Concentrated Loatls(lb) Ven:2=31816=30(F)1]=W(F)20=2(F) 11)Dead!+0.6 MFRS Wild(Neg.Internal flight Lumber mean 0=160 Plate Increase-1.60 Unit..Load&(pit) Ver 17=-21,8-15=-18 Comentated Loads(lb) Ven:2=-31816==33(F)17=30(F)20=2(F) 12)Dead+08 MFRS Wird(Pos.Internal 151 Parallel:Lumber lncaese=160.Plate Increase-1.60 Uniform Loads(pit) Vert:i-7-19.8 15--6 Dag:1-M.23=0 Cercentrated Leal(10) Ven:2=22216=4(F)17=0n)20=-5(F)21=3(F) 13)Dead+0.6 MFRS Wind(Pas.internal)214 Paallel:Lumber Increase-1.60,Plata Increase=l 60 Uniform Loads(01) Ven:1-7=8,615=-8 Dra41-2=0 23_-0 Corderu aretl Leads gb) Vert:2 M16=12(F)17-16(F)M0 S(F)21=3(F) 14)Dead+0.6 MFRS NO(Neg.Internal)IN Parallel:Lumber Increase=1.60.Plate Increase-1,6) Uniform Loads(pig Van:1-7=-21,&15=-10 Cencenlated Loads Ob) Ven:2=61816=39(F)17=38(F)20=2(F) 15)peed+0.6 MFRS Wind(Neg.Internall 2nd Parallel:Lumber Ircreaae=160,Plate Immese=l W Uniform Loads(pill Ven:1d=21,615_-40 A NIPMNe-s'�M4a4mIa'amnxaeMgFgO NOTEa PVIINb ANOWLLUMe MIFag6GIHR PIOEYI)<Am.IaOVNISBEl0.4EVSE abm�Micn 0e1ne 1i e.iM tJtllM raa^.gatle51f1M g4AA.lAI No(aeµln Pxanelm J�p<yxnY nenn` �nema Qnb�Floytlworv,fl bJra✓J�. .ff, i,:"w Ir m".�6w`t'-m—� lr�'w,,I w_."s.R�r� «i;K»�a"e.:.'um tw••,,,t l.,,,,„, M Icess,l ilmavicelN ,4, camanuawlm 218s:e—,St—tm11m31 weAHsrlPr Ougry bll�M,rseJs wq lCy WaYlPeompomnl res Pant EYl BY0. soNry IMomwXm e�elme urn em nnte mm�ne.no R.re-se--t.smu-vz u-.�.rt..vnaro m. r.no.,R arolo Job Tmu Truss Type Oly Ry T1041I882 12056TOA T23 ROOF SPECIAL 1 1 Job Referenw c eared BUMirg ComporaNeupply, JetlrswMlla,R32268 9.OtOS Apr2020 QGFek lMNCeies,Lc. mn Fe6101105:342017 Page3 ID flyDXECR1VCWxaP05_SYyxpp6&Y2GFmelyNCeOgOgaOXmUtwrtlZOR4KKrP95v8amZCV LOAD CASE(S) Standard Cmcedustsd Loads(Ib) Veit:2-3181610(1`)17=30(F)20=-2(F) 16)Dead:Lumber Increase=0.94 Plate Increase-0.90 P9.metal=0.90 Umbon Loads(pg) Vert:t-7=-20,615=-10 Gowentrated Loads Old Vert:2-30616=4(F)17-1(F)20=-11(F)21=6(F) 17)Dead+O]5 Rood live dud.)+0.75(0.6 MFRS Wind(Net.Intl Left):Lumber Increase=160,Plate Increase-1.60 Uniform Loads Wtl Vert 14=61,8-15=-10 Conceneated Loads(Ib) Veil:2=4351612(F)1723(F)20-2(F) 18)Dead+075 Roof Lha goIL)+0.75(0.8 MFRS Wind(Neg.Int)Right):Lumber bwrease=1.60,Plate Increase=1.60 Uniform Loads(FII) Vert:1 7=-et,8-15=-10 Concentrated Loads(Ib) Ven:2=43516=22(F)1713g)W0 2(F) 19)Dead+0.75 Roof LIvO(bat.)+0.75(0.8 MFRS Wind(Net.Intl let Parallel):Lumber Increase ml 60,Plate Increase=1.60 UnXmm toads(I)Il) Vol 14=61,&15=-10 Concentrated Loads(Ib) Ved:2=4351612(1`)17-23(F)2 -2(FI 20)Dead+0.75 Roof We(bat.)+0.75(0.8 MFRS Wind(Nag.Mt)2nd Familial):Lumber Increase=l 60,Plate Imes lusct Uniform Loads(pit) Vert:1-7=-81,615-10 Comdr uncal toads Ob) Vert:2-435 16=228 17138 20-2(F) 21)Reversed:Dead+46 CL Wird(Por.In eanot)Caw 1:Lumber mcrease=l64 Plate Increase=1.60 Uniform Loads(pit) Ved:1-2=30,2-713,&15=6 Drag:1-2=1,2; O Commanded Loads OD) Ved:2=-200 16-24(F)17-22(F)20=-15(F)21-13(F) 22)Reversal:Dead+0.6 C-C Wind(Poe.Idemad Gass 2.Lumber Increase=1.80,Plate Increase-1.60 Uniform Los&(FII) Van:16=23,6710, Dreg:1-2-0,261 Concentrated Loads gild Ved:2-20018=-24(F)17=22(F)20-15(F)21=-13(F) 23)Reversal:Dead+0.6 C Wind(Neil Internal)Case 1:Lumber Increase-160,Plate Increase=1.60 Uniform Loads(pIg Ven:1-7=-32,&15= 10 Drag:1.3=-0 Concermuded Loads Ob) Ven:2=-331 10=0(F)171(F)20=12(F)21-9(F) 24)Reversal:Dead+0.6 C-C Wind(Nag.Informed;Case 2:Lumber Increase=160,Plate Increase=1.60 Unitam Loads(pItl Ven:14=-32,8 15=-10 DMq 1-3=0 Concentrated Loads(lb) Ved:2-331 16-0(F)171(F)20-12(F)21=9(F) 25)Reversal:Dead+0.6 MFRS Wind(Pos.Into")Left:Lumber Increasa=l 64 Plate Inc as=l 60 Uniform Loads(pin Ven:199=28,7-19=13,8-15=6 Drag:1-2=1,2-3=1 ConmbdbdOd Loads(IO) Vert:2-20416=23(F)17=-22(F)20=45(F)21=-13(FI 26)Pavement Dead+0.6 MFRS Wind(Pos.Internal)Right:Lumber Increwe=l6o,Plate Increase=160 Unnona Loads(p8) Vena-18=13,718=26,8-15=-e Drag:1-2=4 2-18-0,&18=1 Goncentrated Loads(Ibl Ven:2=214 16=-23(F)17=22(F)20=15(F121=-13(F) 27)Reversal:Dead+0.6 MFRS Wind(Net.Intemetl Last,Lumber Increase-1.60,Plate Increase--1.60 Uniform Loads(of) Vert I-0 21,&15=-10 Concentrated Loads gla) Van:2 1816-9(F)17=-1(F)20-12(F)21=-9(F) 28)Forestall:Dead+0.6 MFRS Wind(Nei,laboar l)Right:Lumber Lereass--164 Plate Increase=160 Uniform Loads(pit) Ven:17-21,8-15-10 Concentrated Loads go) Vert:2-31016-9(F)17-1(F)20=-12(F)21=9(F) 291 Reversal:Dead+0.6 MW FRS W intl(Pos.Interest)tat Parallel:Lumber Incrome,1,60,Rate Increase=1.60 QWdroao-r'MyC..yrnpwwre.vq pais NOrES pITMS ANO Nd.1/aFOY/a1'e4fNXCE II4El4)IAm.IaVYAISBEMPEVSE �' �Ypi Vtltl Muw wYy MT MIeI[M�AgccnwLlors.IM.leLgn kl¢eJ WV WwManeln¢ynwn pgklw m MINO.M diefrp comppant rot Wad�9yn, Bmeq PCMCo10tlb1orNevapi W:4M^V o1MFx1lnmweD�Mcclurtl memnmaiYYaYa � alelNS ilenrod e4ennamrlVd #fl adwonmaaAed al.raMeynadmweventcwecewmmrossMe r>erY+nlp.vmdw«.,nr.a.ri.we. lwadlw.uhruse-emawde9ne MOW kMcalba tluML tleMu<vy.arva:Mnwnlh«YYlan,uma.less rs m bsrtar.. C�IMa.eN-eauM ICA WMI19eenamsea ...Ei2M. load,Ybmebn awYYAo nom Iran Rote Iont.zte N.rre Areal.site alt Me..uu,ve Ylr I. Tairye FL .. Job Trus T.Type OW PIY T10610E32 1:2058TOA T23 ROOF 8PECIAL 1 1 Job fleferenca a-phseal Building Canporsm Sgply, Jacksonville,R 32258 8At0sApr202016MiTekIWs0des,In. Fn Feb1011:a5:312017 Pages ID 6ybXdCR2VCWKIPo5 SYy2pp86s2GFme NCe Oq OXmUtvMZ0M?MrKMamZCV LOAD CABE(S) SterWmd Uniform Leads(pit) Verb 1-7=19,&15=6 Dreg:1-2=0,23--0 Camcetraded!Loads(lb) Ved:2=-22216-23(F)17=-22(F)2 -15(F)21-13(F) 30)Reversal:Dead+0.6 MFRS Wind(Pon.Interne)2M Parallel:Lumber Increase-1.60,Plate Increase=160 Urrann Loader(pit) Vert:1-7=8,615=6 Dreg:1-2-0,2-3� Concentrated Wants gb) Verb 2-21318=-23(F)1T=-22(F)20=15(F)21=13(F) 31)Revereal:Dead+0.6 MW FRS W Ind(Nast.Internal)1st Parallel:Lumber Increase=1.60.Plate Inrre I.80 Uni can Loads(pit) Vad:1-7-21,&15=-10 C.entraled Loads Olt) Vat:2-310 1 6--g(F)17=1 IF)20=12IF)21-9(F) 32)Reversal:Dead+0.8 MFRS Wind(Nag.Interna)2M Parallel:Lumber Increase=1,60,Plate Increse=1.80 Uneftor Leads(pl) Ved:1-0=-21,845=-10 Concentrated Leads(1b) Vert:2=31816=9(F)17=1(F)20=-12(F)21—9(F) 33)Reversal:Dead+0.75 Room Uve Ora.)+O.TS(0.6 MW FRS Wind(Neg,Intl Led):Lumber Increase=160,Plate Increase--1.60 Uniform Inure(p) Ved:1 7-81,&1!6-10 Corwentratad Leads(lb) Ved:2=-03518=-e(F)17=-1(F)20=-16(F)21=13(F) 34)Reversal:Dead+0.76 R f Live(bal.)+DJS(0.6 MFRS Wind(Ne&bot)Right:Lumber Incream=l.80,Plate Increase=160 Uniform Loads(pip Vert:1-7-81,615---10 Corlcmtreted Leads Dal Verb 2=13516—S(F)17-1(F)20=%(F)21=-13(F) SS)Reversal:Dead+0.75 Roof Llve(bad.)+0.75(0.6 MFRS Wind(Net.Intl let Panalle):Lumber ncrease=-160,Plate Increase=1.60 Uniform Leads(pit) Vert;1ll=-81,6-1}-10 Cm¢entleled Loads g0) Ved:2-4M 16—8(F)17=-1(F)20=-16(F)21=-13(F) 36)Revesal:Dead+0.75 Raol Lt.(bel.)+0.75(0.6 MWFRS Wind(Nell Ing 2nd Persil.):Lumber Increase=1.80,Plate Increase=1.60 Unit..Loads(pit) van:1-7=31,8-15=-10 Concentrated Loads(Ib) Verb 2=-03516=8(F)17=1(F)20=-16(F)21=13(F) AWAPMM4-YalryaWenpnmerm sq eGeXaiEe aN 11O AWPWCLYDEDWIEk/IEFEMMCE PAOEYi>1Anr rOYNleaFfa . Urvspn Wpro�uss o,iY u'tm It.cwx .,Ms detlnn avla 1.0 pdmrelm mmklwm nuk nohow—,of.our 0lmryskm P¢Ige�nadnd"n, yryvinlEl-ri,lM Cryut,, ry.ltlptl¢I NAanelenad Pgn1k�avM de.~.Maovadl aEdn9ded�m. ®erm9h,ededbmxgx„ WnDxr�a�E.dm, aDq,d�qe„.dmq,.,geq�Y.."emgdYaoinermonen"orN„ MITek' ttlwvrs�eweedMskdlNgdbgevanlcd[pe w111m0.'aMeL+qa f4AYwJgWenY 6n,�yy:. fw HxmrndH�e' �gTydRlRre �dCalbn Oq�e.delNgy emeclk+naN del^rp xllu¢esaNMsryMnanMN51/Ia1 GnXy CmerN,DO29 uq aC9r&YSy Comparwnl e9W ieEe510M. bM1ly lrNmoXm wNdNx acm info%ob kvnMe.218 N.lea Lmeei.Sllenl2 NemIM1 VR22nIG. rrp¢IL aitla ;Job Teas T.Type Cry Ply 0165 112o58TOA T24 HALF HIP GIRDER 2 1 pyRN_ 0pM BOIItlIrg Component SLpy, JWkaorcnla,Fl956 fiAtOSAp2o20l6aTusP no. Fri Feb1011:0 :3i21] Page ID: %ECRVCWwOPOS_5yppe&KFgEzmrffWrHRAPneFHIW]NeODSk:D_tlpCSM1HaZCU 2-0 0 &60 2 LLO LOO 3x8- Saele 1:118 4[012 3MaJ WllLl9 3 10 4 3N 2 1 11 12 5 Spade fif Bwe II 2-0-0800 2a 0 400 Plate Cfleets aVl- [3:0-3-0.0-2-81 LOADING(p811 SPACING- 200 C81. DEFL In floc) gEe6 LM PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Ven(LL) -0.12 SS a575 240 MT20 24G190 TCDL 10.0 Lumber DOL 1.25 BC 0.]4 Ven(TL) -0.30 SB >m red BCLL 0.0 ' Rep Stores Incr NO WB O.00 Hoa(TL) 0.24 4 We We BCDL 10.0 Code FBC2014RP120D7 Metrix-MS Weight.201b FT=20% LUMBER- BRACING- TOP CHORD ON SP No.2 TOPOHORD Structural¢ooE sheathing charity applied or 0-0-0 as pumas. BOT CHORD N4SP Nnf BOTCHORD Rigid telling drechy applied or tOGo oc bradrg. SLIDER Left 2x4 SP No.316-0 REACTIONS. (Ib/N2e) 1=251Po-Se,4=119REechanical,5=131/Mechanical Max Hoa 1=19(LC 8) Max Up11ft 1=29(LC 4l,a=-fel LC 4) Max Gmv 1=251(LC 1),4=119(LC 1),6=144(LC 3) FORCES. (Ib)-Mex.ComplMax.Ten. All loran 250(b)m lease%sept Mien shown. TOP CHORD 1-3- NOTES- 1) =NOTES1)Untmanced roof If loader have been consideree for thin dedgn. 2)Wind:ASCE 7-10;Vul1=130DI ISsecondgust)Vestl=101 mph:TCDL_5.0p h BCDL=S.Opsl;h=25f1;B=45fb L=24fl;eave=4fl;Cat. II;EN1 B;Erol.,GCp".18;MFRS(dlrecllondl;Lumber DOL=1.80 pate grip DO1=1.30 3)Pawce atlral Cranage to prevent to,poring. 4)The truss has bean designetl for a 10.0 list bottom card Iive bad rmnomaurrent w11h my,other It.loads, 5)'This truss has been designed fore live load of 20.Opsf on the bottan chem In all areas others a rectangle 36-0bill by 2-PO wide w111 fit between Ilse bottom chord and any other members. 6)Refer o glyder(s)for truss to truss connections. T)Provide mechanical connection(by others)of Wes to hearing plate capable of wllhslanObq 1001b uplift at Ioint(s)1,4. 8)"NAILED'indicates 3-100(0.148"x3')or 3-120(0.146'x3.25')toe-nails.For more delete refer to MTek's ST-TOENAIL Detail. 9)Hamel or other connection device(e)shell be proA e!su0ideot to support concentrated bads)50 lb cosh and M Ib Upst 2-0-0 On top chord,and 21 Ib now at 2 2 2 an betlan chord. The deragnewshi of such connection dl Is the reepenslbirty of ethers. to)In the LOAD CASES)section,loads applied to the lace of the truss am most as from(F)or back(B). LOAD CASE(S) Standard 1)Dead a Roof Live(balanced):Wmber Incomfol25,Plate Inmeaee=1,25 Undmin Loads(pit) Ven:1-3=-60,34=-80,56-20 Concentrated!Loads gb) Ven:3-1(8)10=-l(B)11�17(13)1'G-7(10) Q wA. 's000 u r5s ox rns o ap aura as owxrseawa . Leenmtl V II�ry x w _IMMXp axnpofepl.ml .'rah u",ryl4 anlli' 1,' rn. yMk PAIN 11a551n1 r it l 11 Lxo1¢Ink�nYAorsoun a[II kJwnyreµ4eil rtl.lWXYr�xl lvµevPe. e�A4.ti:wlrt tvmulVkr ✓r4x9inxl fxNorly. Llx}m xAklyxN lmrpnra'�npmmenlM¢Yp .rrrn'os'.uoN ry.ereclbn�M Gmhq of Imus,-11—' -MNI""Qpm,cremo,osad9 oro ace Wear,Gemo,seo mWI—EM Bed . fdNl lNmmaXm avJJAe auli Impale keM1Nle,'11a N.lee er-L su'1es12.-annekl Txnq,1.1e Job Tvc Tm6 Type ON Ply 710914884 12060T0A T25 HALF HIP 2 i JOL Relerence(o - IWI BUIMIng Comporent Supply, Jn¢omnlle,FI 32266 8.010 s Apr 202018 M1Tek IINuil Ile. Fn Feb 1011:06:36201] Pup 1 Ip:pf pxdCRTVCWwOPoS_5Yyzpp8l_meeVmHMimetRIW7ME111,7X_dpCSIM ml 1 o0 soo a o0 2-00 96= Scats.1:15.0 3 4 am i2 n Li axe o z t 0w II � II 4a eao u0 2u0 Plate 0115¢15(X YI- 11:0-240-141 COMING(psi) SPACING 2-gp CBI. DEFL. In (Iw) ..flt/d PI-i GRIP TOLL 2o.a Plate Grip DOL 1.25 TC 0.34 Ved(LL) 0.11 8-9 aeee 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.89 Vm(TL) -0.25 &9 >290 180 ROLL 0.0 ' Rep Stress lncr YES WE 0.09 Horz(TL) 0.12 4 We IVa BC DL 10.0 Code FBC2014RP12007 w, Wil Wil 23lb FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP Nat TOPCHORD Structural woad sheNhing directly spplied or 6-0 0o pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rlgld wiling Urectly applied or 10.0.0 oc btecing. WEBS 2x4 SP No.3 SLIDER Left 20 SP No 31-6-0 REACTIONS. (11WIze) 1=23&0-5-8,4=5&blechanlw1,5=1MMe adcal Max Harz I49(LC 12) Mex Upllft bt9(LG 12),4=-2](LC 8),5=15(LC 12) FORCES. (Ib)-Max.GomeNax.Ten. Allfore6250(Ib)orlessexceptwfienshow, TOPCHORD 13=-364/1213 NOTES 1)Unbalanced root live loads have been wnsidered for this design. 2)Wind ASCE 710;Vud=130mph(3 amend gust)Val 01 mph;TCD1=5.Opi BCD1=50po;h=25ft;B=4511;L=2411;save=4ft;Cat. 11;Eel B;Fret. 30p1=018:MWFRS(directional)and C-C ExImar(2)00,0 to 3-0-0,Intener(1)3.00 to 4 00,Estil 2J 4-X0 to 5113 zons;C-C for members and tortes 8 MW HIS for raeMl..shown;Lumber DOL=1 60 plate pp DOL-1,W 3)Provide adequate dmWe to prevent water ponding. 4)This trees has been coughed for a 10.0 pst bottom chord live bad nonmmmment Win any other live loads. 5)-This truss has been desl90ed for a live load of 20.0psf an the bottom shad In all areas wtle e a rectangle 3410 tall by 2-0 0 aide will fit belwean the bottom chord and any other members. 0)Refer tO gircura 5)for trues to tN55 wnoedlons. D Provide rom anlwl omntt0on(by othels)of truss to bearing plate capable of witbslandllg 1001b upllft at Iolims)1,4,S. Q savesea- av4 sell Names ON neS ANO NLLYMaY/IEN NfffaIXCE PIOE tlY107J n✓.la64ala BEfOMYea WYyIWM IW use MY`Mm"ness, Joo.Ihs~abxetl ovN--br 4 ,of tl e rn mYMNOM lwldlp mn�lml.rut Ildinit ePalaeiee1de.Ig,rcp ,mwdism.11g4�kcGl yoonpianetenadlxM Ykic peroxidenld oeroevWJl WrlgeY n.9a3ig M.ond..pavenitvcXntlor MlulTd live weD W/aeMtlmemtursrvJV.luh9Nwul bmVwW and pamwwnt da e0 Mllek' a tlwolt yenu."m 114 1—son lledgxewllhlv. il�W1-1 W✓1poVenr 1 ars lr rylen�}p xre NxkalM.ilWaae.aNNery,e�eclMatldacYp Waisr rn]InmsyximmazaMNWMI GnIH CAala,0a0 a9 oN BC5lu faYJnp CprWrwe ms4 FILS Sane Slay INwmoXm aMcpe hem i�flala InAM0e.21B N.lee SOmx Slee 312.NesvadM.VRY1314. Tenp,FL Job Tmn Tw TYPo Of my nal4ees 12o56T0A T28 COMMON SUPPORTED GAB 1 1 Job Reference o tiorel BuildlllO Componxd Slpply, Jmkmmilk,FI 3225b BOGINIApr2n2pW MITek lKnCvPMKA1YriFe61011d5:362U1] Peget 1 :DftybXnCR?VCW x9Po5_SYyippli9oR0?BKnL1yv03K_IDyoy2L?BOqUTBo]eT101I1jm12CT 9-88 85.0 888 gge 5u1e�191.1 300 FIT ] 0 6 2]6 8 e8 to 3 2 S 29 12 13 a )e 'Jt5% 25 24 23 22 21 29 19 1e 11 fe IS 1a 3,5 34- 1930 as o LOADING(I I SPACBiG 2A0 CSI. DEFL. n (Iw) Voted t/tl PIATFS GRIP TOLL 20.0 Plele Grip DOL 1.25 TC 0.07 Ved(LL) We - We 999 W20 24U1W TCDL 10.0 Lumber DOL 1.25 BC 0.05 Ved(TL) We - We 999 BOLL 0.0 ' Rep Stress lrkr YES WB 0.04 Hmz(TL) 000 13 We Ills i BGDL 10.0 GOW FBG20147PI2W] Mat11x-S Welght]8lb Fr=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Structural woad sheathing directly applied or 6-"w pugm. BOTCHORD 2114 SP No.2 BOTCHORD Rlgid ceiling greatly applied or 10.00 oc brecing. OTHERS 2x4 SP No.3 REACTIONS. All basing.1960. (Ib)- Max Hour 1=25(LC 11) Max Upliq All uplift 10015 or Isss at(oIN(a)t,13,21,22,23,24,25,19,1],16,15,14 Max Gray All reacbons2WIbor1eaSatjoig(.)1,13,20,21,22,23,24,25,19,17,18,15,14 FORCES. (lb)-Max,Comp.Mlax.Ton.-Au forces 250(M)ales except entanshawl. NOTES 1)Unbalanced roof live loans have been considered for this design. 2)Winds ASCE]-10;Vulb-1 Wimph(3-sewed gust)Vai d=101mph;TCDL=5 0,f:BCDL=S.Ops1;h=2511;B=45f1;L=24M1;eave=211;Cat. II;Em B;E.L,GOpl=0.18;MFRS(directional)and C-C Conav(3)64-15 to 34-15,Ederior(2)34-15 to 988,Gothl 98-810 12-8 82one;C-C for members and forces 8 MFRS la reactions shown;Lumber D0b1.60 plate Olio DOL=1.80 3)Truss deslgied for wind Inside In the plane of the buss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Delalls as.pp11ca01e,or consult qu VIW building designer es per ANSUTPI 1, 4)At planes are 2x4 W20 unless otlerxlse Indicated. 5)Gable requires continuous bottom chord bearing. e)Gable studs spaced at 1-4-0ca, ])The truss has been designed for a 10.0 par bonom chord live load noncowurrenl with any other live loads. 8)'This tales has been designed for a live load of 20.Opg on Me bofiom chord In all areas"am a rectangle 380 tag by 2-0-0 code will fit between the bottom chord and any ether members. 9)Provide mechanical connection(by others)of Mmes to bears,plate capable of withstanding 100 In upllll at)gnt(s)1,13,21,22,23, 24,25,19,17,16,15,1C AWIRNNa Nealy Jwl9npnmelpe and RMD words PY roeAW MCLWea eIIENREEERANLE NOE W74flrev.lOA 16laPo.tf eK OaLpI hold la 4uoNY YAIh MIekDwnmdwillttlntl�wMru�onlVancn Wuneleo9lw.n.aMalam MAWxvI aJMgcomryewnl.ml bulduu9 �Iq oma,IMhlArv,tdMyre munivaAry Inn aIL3 Wlh of tleWf pmmnlas W]ggorclY IiwuppaR Rk Oe4Jn MoII¢ovadl 6alwo . nni acFPY�u,owlo Pevanl dAy]kq olh✓FMIUMnwwBnml/aal'Gdmmi SCM'-Yd9M1M RmFAreI'alitl 11V11nawniG¢ig ek• m;eu'. la bxYAlnvmdiC we'/em aA✓y.5e wimµdie IxnmixeIpy uq p[y>My Wn[pe.fq r>are.da el,sere rte IClvk riun nmwe,dHway.e�mmm.v. �min�Rma mo..nlem..o-awfymlpWrycg.N.pua9�a ecu ueawcear>a.m amp war F.n ern. SMIy WarnwXm avlleLJe ken L�IMIe hillNie 219 N.Len Sheet SIbJIL NeSmlki Vg2231L TenPL Ft aM10 JOD Truss Tw Typs ply Ry 0 1886 12056TOA TZ! CMImM 0 1 JOD Refereme o Banal BliNirq COmpoINM Supply, JarlteoirvllN.FI92258 e.00Pa5 5202016 MITek bgogt7l s UZQDJli WEgE+< H5701) Page t :08yDX0CR1VCWVAP�SVyzppBBGtlyNOgog011hUZNg1BpYYEgE1KCUH5)M121BVKCS 740 Lea 12d0Sa ze Too a 7 zea 7.08 Safe'.all em II 3M Fu 3 2 4 i 2 4 14 s LLJ la n see u 4xi=3,e II = ax1o= ave 4s= Lea UHsc, 888 p gB Plate OgsaU(XVI— 11:0.090.1-13111:0.2-130.98115'Edpe 0-1-13115'0-2-130.881 LOADING(peg SPACING 240 CSI. OEFL In (lac) ladell Ud PLATES GRIP TCLL 20.0 Rete Grip DOL 1.25 TC 0.42 r)ed(LL) 0.24 7-10 >954 240 "1 244/190 TCDL 10.0 Lauber DOL 1.25 Be 0.04 Ved(TL) -0.34 T-10 � 180 BCLL 0.0Rep Stress lnor VES WB 0.25 Horz(TL) COS 5 we We BGDL 10.0 Code FBC2014RPI2007 stairsMSWidghb.75 lb FT=20% LUMBER BRACING- TOPCHORD 2x4SPNo2 TOP CHORD Shu.i.dsheathingdlredyepplietlor3-842wpudlns. BOT CHORD 2s4 SP No.2 BOT CHORD Rigid calling ddec4ly codicil or 4-8-12 oc b seder, WEBS 2x4 SP NO.3 WEDGE Ler:20 SP No.3,Right:2x4 SP No.3 REACTIONS. (IDHim) 1::n7038,5=7770-38 Mas Hou 1::111) Mai Uplift 1:f280(LC 12),5_280(LC 12) FORCES. (lig Max.Comp.AtIex.Ten.-All forces 2W(Ib)orleas exoectsmenshown. TOPCHORD 1-2=-18]9IM7.2�-1532/1255,33=153&1255,4-5=187911387 BOTCHORD 1-7=-131481788.6-7:: 31411)88 WEBS 37=58 9,44433818,2-7:: 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 ni TCD1=5.Oyi;BCOIa50psp h=25h;B=45f.L-24q:ei Gat. II;Elm B;Enol.,GCpi=0.18;MFRS(Oirecilonag add C-C Extedi 60-0 to 30-0,IlderOhl)3-04 to 95a,Esparl )88-8 to 12415 mr,pack left arltl fight exposed:C-G for members and forms S MJ/FRS for reactions drown;Umber DOL-1.80 plate girt,DOL-1.80 3)This chose has Dean designed for a fee psi bollom chard Ilse load nonoawurrom whh another live loads. 4)-This truss has been designed for a live load of 209psf on the hodom chord In all areas Ms.a recti 340 tall by 2-0-0 wide will fit behreen the bottom chord ars an other members. 5)Provide mechanical connector,(by others)of house to beading plate capable of withstaM'mg 100 to upidt at Ioings)except 6t=1b) 1=280,5=280. Q wlaXNa-area'AYpyvemrrnewN 6EAP NOTE dI1bY 4YY MCLYOEa YIEx aEF9I4MCEGAOEIiT!ll m.laeYIDfa9FlOaEYBE CeYT MtlKKuo MyxMi M1YMMWcmrecba 11Y[Va�k�dgiyre�"r.r�m¢+er[]wxlaglilam W1ANPul hyarp canrvrmL ror Mm slam.Belae v¢.Ila dWrtl Yroy,tar rout wMN R¢R#%mIN d Oe W r Mmrelert atl P W�Y FcaPerab IN EaLTn Mo II¢wall IrAdry mgrr aYaNumrneeewlrevarrturwadxio-laalrYa a�o�1«cmramameaconv.FNdForre larrwoiav�dl�amerYrn9 MRek' kdwge iaWretl M iIRWYagb Parsiledl4da HINMTA�e�u`W b14YINJPgrallYd�rioya.(w Wrard PAM�cere9PUr6M9 IdxkaMivlwape,WlHry.astlm HRaAlwcVpo+YauwaMlnwry[Ienrtsal. NN14u�y CAMb.MadVatl 6CllMJlgfmpplMl 69104 Pada EWBetl. MMxlNwnwllm md34e M1an IraHow, R MMS. IB N.Iee.1, 318 NeaIb mKAla VP IIJ14. ierrpe.FL I.I. Job Truss Trrca Type Dry Ply TI-1-1 12058TOA T28 COMMON SUPPORTEOGAB 1 1 Job nce o rlal UNlg Cautioned SupplyJacksonville,Fl92256 8.010a Apr 20 2016hImproper.Inc. FNFee 101f:05:98201] Page f IDA ftybXdKCR?VCWwQPc5 SYyW-kgWllO IeLFNO7mgdOK0KCR Pza 145-0 ]as ].za Scel.-I=.I e SUO 12 5 ] 21 4 a p 3 B 10 ad c la 20 19 18 17 to 15 14 13 12 3x41 L90 14.50 bU0 1350 Plena Olarats()[YI- 16:0-300-2-41 LOADING(psq SPACING- 2-D6 CSI. DEFL In gw) All L/d PLATES GRIP TOLL 20.0 Rate Grip DOL i S TC 009 VeULL) we - Na 999 MRO 244/190 TCDL 10.0 Lumber DOL 125 BC 0.06 VdQTL) rhe We 989 BCLL 0.0 Rep Stress lncr YE6 WB 0.04 Horz(TL) -0.00 11 Na Na BCDL 10.0 Coda FBC20147PI2007 Mathx-S Wall 63 to FT=20% LUMBER- GRALING- TOP CHORD 2x4 SP Not TOP CHORD Stmduml wood sheathing directly applied or 10.0-0 op Wrif ne. BOTCHORD 2x4 SP Not BOTCHORD Right wdirectly applied direcapplied or 60.0 oc detecting. OTHERS 2x4 SP No.3 REAC11ONS. All bearings 1350. (Ib)- Mex Harz 20=37(LC 11) Max Uplift All uplift 10010 or less at lolM(s)1],18,19,20,15,14,13,12 Mex Grav All reactions 250 lb or less al loings)11,16,1],18,19,20,15,14,13,12 FORCES. (Ib)-Max.Compr,Nax,Ten,-All tones 250(Ib)or less except Wien shown. NOTES 1)Unbalanced tool live loads have been considered lar this design. 2)Wind:ASCE 7-10;VOW Walp (3-second gust)VascW 01 mph;TOOL=5.0psl;BCOL=5.0pd;h=2511;8=45ft;12411;wve2ft;Cat. ll;Exp B;End.,GCp60.18;MFRS(diestionel)and C-C Conning)03-1 to 626,Exledor(2)3-26 to 7-2 8,Consuls)7-2-8 to 10.2-8 sone;dimpar er left expsed;C-C for members and to.6 MW FRS for real shown;Lunber DOL=1.60 plate gulp DOL--1.60 3)Taw designed ter W W[pads in Ne plane of Me tmm mly. For studs eaposad to*no braddal tot"face),see Standard Industry Gala EM Dinghies applicable,or consult quaMied Wilding designer as par ANSI17PI 1, 4)All plates ere 2W W20 unless otherwise indicated, 5)GaNe studs spaced at 14-0oc. 6)This truss has been designed Im a 1 Oft psl bottom choM live load noncorcurrent vim any other live loads. 7)`This pass has been designed for a live load of 20.Opst on the boBom paid In all areas where a rectangle 3H6-0 call by 2-OO wide tall lit between the bottom clod and any abler members. 8)Protide mecbanlow connection(by others)of Was to bearing plate commute of efRetending 1W lb uplift at pings)17,18,19,20.15. 14,43,12. 9)N/A Q wIMWO Y.'YwW^fv.'^r^ a WNTWtl MwsgYYMln I.' Nn x In6aplal aslwe ve.de dl fp tictltme 1 ,, vl MMI1y'.1, War .1 h 1 111 a . ..f IM 14, Int:mS� tll 4�r�ea.N�l......i*nw:i«��o wm imYtl awo vin.r o'elaYxlnYmor$. rn ��aeu� ..o oHateM�A rc., manhe M!Tek K talon uao3e.delbay.P+.=ft+n arcld«4rq of mtueaara lmsanlanv weLxwIP11 GwYN exMa,bseaatlM iCL Wtldrp Cn�p.rtwN Woo2...a—a. SdMYlrYwoncion uti.bwn Lam HobinAlule risN.LLw.SircwL 5UR 312 NmauWM1.VAY1314. T.I. H..10 Job Truss Pity, OIY PM 041 600 12056TOA T29 Common 3 1 Job Reference o Orel Builds,Component Slgply, JaMspnvilK,FI92256 8.010s _5YYc 016 CMBk Musbies, Yp5Lf Fes 101f:05 YRA1] Panef 1 :DIIybXOCRT/CWwOPo5 SYyzpp09C038pMpCBkHiwnIY05LiBMWA11]pneaTRgpg2tmZC0 ]@d 728 728 Y28 Sine.123.1 2 6.00 12 10 15 13 16 1 8 IF jr:� Ib e- n 9z10 II zr4 it ars II 1-a-0 1l!-tz 129 10-64 6.11-12 7-29 Platecterem %YI-- 11:a215a1asL 11:0-OO.a28L 12630.0-2dl I3:a2-120-1-s1 LOADING(poi) SPACING 200 CSI. DEFL. In pant been W PLATES GMP TCLL 20.0 Plate Grip DOL 1.25 TO 0.63 Vad(LL) -0.10 042 e999 240 W20 244/190 TCDL 10.0 Limber DOL 1.25 BC 0.51 Vad(TL) -0.23 4-12 >743 180 BCLL 0.0Rep Strew lna YES WE 0.10 Horz(TL) -0.02 3 Na We BCDL 10.0 Code FBC2014,TPI2007 Metrix-MS Weight:55 lb FT=20% LUMBER- BRACING TOP CHORD 9145E No.2 TOPOHORD Structural wwd sheathing of"applied!or 5-6-7 W puffins. BOT CHORD 2x4 BE No.2 BOT CHORD Rigid ce111ng dllectty applied or 100-0 oc bombs. WEBS 2x4 SP No.3 WEDGE Left:2x8 SP No.2,Right:2x0 SP No.3 REACTIONS. (ID/slze) 1=62015-8,3=5341]-0 Max Hou] 1=419(1-C 10) Malt Uplift=438(LC 12).3-59(LC 12) FORCES. (Ib)-Max.Comp Mtax Ten.-AII fomes 250(Ib)or less except when shorn. TOPCHORD 1-2=-P911]523=]2611A BOTCHORD 1-4=-85804,3L-E5r594 WEBS 2-4260 NOTES 1)Unbalanced mot live loads have been considered for this design. 2)Wind:ASCE 7-10;VUIt=I Sarni(3-secant glad)Vasd=l Otmph;TCDL=5.0psl;BCDL=5 Ops(h=25X;Bx5S;1=240;Wve=4b;Cal. 11;Exp B;Encl.,GCp1=0.18;MFRS directional)and GC EMeWr(2)0-0 0 to 3 On.Inleriar(1)3 0-010 7-2-8,Exterior(2)7-2-8 to 1028 wW;cantilever left uEoWd;GC tar members and forces&MW FRS for reactions shown,Lumber DO--160 plate gup DOL=1.80 3)This tram has been designed for a 10.0 psi bosom chord live load rlonconcurrent with any other live loads. 4)-This ties ties,been desigled for a live load of 20.0pef on the bottom chore In all areas where a rectangle 3-6-1)but by 2-0-D el win fit between the Wit out chore and any other members. 5)Provide mechanical connection(by others)of truss to heading date capable of withstanding 1001E uplift at joint(s)1,3. Q wA6NNB mag."",",de" peorn uxd for one ony win strew ecnr R-firetl gr Is bxd ody umn P'+aneltm Swum rind a for an MUMtl Ialdpc,mgv¢ntrot MM1p Inndinee �Iwe m.11u aAare Ge�lienmulvMlY R¢gpkWlY of WOpn peaT�alMOxlµgnM1YLmn,rnM enaa�n hlo Mavertll 9acepevfx:al�bloaevn4 GncYAy of MUMxl lmuweDad/acR'na man�rnaYr.A']tlwrM binrMT'WJIHIrINrwMaOCro e'(' ethgineka tl2fllyadlo weUaticdlq.ev4ml>�lae la'rtxM eBaymlaal�lYdunree.Lp¢aria rNMMrcendNereM aOWlhb Feel&W. mtolnri.nomdevi as.aaxwnr.Bre�von ad eraM a ram ad Inn iters,ama4XN/M1 xwatY ul.M.pse.ee and eco eaemp comPorwN 9lelr IrlmMon aYdrlAe M1em Iain RaRaWMe.RIa N.I�SMeL 911e 312 fJeeauA4ri.VARR311. Terrye,FL 33610 Job Tis T..TW __. _-_— Dy Ply 0 1 6B9 1205,51CarlOA T30 Com2 1 Jab R 16 MIT o dusty Burl0ing CompolNnt Supply, JatlmwMlle,Fl32266 f 8.0104Apr V0 p6 gCdWInduebiee,ac. Fd Feb1011:05:40201] Peget ID:DXybXtlCR?VCWwOPOS_SVyzpp64gG0Wtlgr/ePZVxIkNOWDBAIEROmPEyjnSVDMUzmZCP z2A 110-12 ]-2-0 61612 5x8= sweet 124A 2 6.00 12 to1] 19 15 3 3 4 I� SrB= 11 38 11 41011 NZ, t �z 7-24 14.1.4 1UD o- z s11-12 s-tD-iz Plete OXSMS DCn-- 11:0-2-t50-105L 4:600626112'0.30623E 1d'a2-0at-121 LOADING(psi) SPACING 2-0-0 C81. SII DEFL. In (I.) board Ud PLATES GRIP TOLL 20.0 Plate Bob DOL 1.25 TC 0.54 Ved(LL) -0.07 56 s999 240 Al 24G180 TGDL 10.0 Lumber DOL 1.25 BC O.N Ved(iL) -0.17 SB s999 180 BCLL 0.0 ' Rep Stress;lncr VES WB 0.10 Horz(TL) -0.02 4 Na nla BCDL 10.0 Code PBC2014RP1200] Mamdx-MS Wagot 55 to Pf=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD SWcWml wmtl sheaMng clredly applied or(80 oc contra BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling cloudy applied or 10,"oc opening. WEBS 2x4SP No.3 WEDGE Lot 2x8 SP No.2 SLIDER Right 20 SP No.316-0 REACTIONS. fibleea) 4=5211088,1=60]/PSE Mex Horz 1=38tLC 1-) Mex Uplld 4=58(LC 12),1=6](LC 12) FORCES. (Ib)-Max.Comp.IMax.Ten. All forces 250 gb)or less except Wren shown. TOPCHORD 1-2=6954]1,23-6401]5 BOTCHORD 1x65/5]8,4-5—MS73 WEBS 2-5=0253 NOTES 1)Unbelenced root Ilve loads have own conslUered for this design. 2)Wind:ASCE 7-10;Vu11=130mph(3 second gust)Vasd=101 mph;TCDL3.0ps1;BCDL=5.Opsf,h=25X;B-45fI;1r24R move--h:Cat. Il;Ery B;End.,GCp".18;MFRS(directional)and C-C E#edor(2)0-a0 to 3-0-0,li terior(1)3-00 to 7-28,E dwor(2)7-2-8 to 162-8 zone;care Lever left exposetl;C-C for members and forces 8 MW FRS for reactions shown:Lumbar DOL=1.80 plate gdp DOL=1.60 3)This truss has bean designed for a LOA psf botom chard live load noncocurrem with any other live bads. 4)'This muss hes been designed for a live load of 200ps1 on the bottom chard in all areas where a redangfa 380 tall by2 0.0 face will fit between the Whom chord and any other members. 5)Provide mechanical connection(by Mars)of truss to beamtg plate capable of whstaMing 10010 uplift at Joints)4,1. QWdaXWa Vxtly rMtlanpvemnmm4aEIO NOTES QV 11II34NO NCLVOFOYIENPE EP4NCE 44EM4Ol a9J/tO 6eEFONE 0.E �`' j WYan WlO lwuw wYY`wmm MnexDrnxrecbrs.Mt—sly LvaetlaYYu�pa t I y •■ ousne MIen.Be u*'inelJ fyll tleyy�e nW wrN kex�nryNol wand rmxfa. w 9kwnat�ale We`.�,w.as x ��' ry .` ......x xl , :' � k .,�..-1�r MiTek ..i re4Med kN fiWm ...... i mk4we Wllhpa at-vuxxd Yxryavlpah.-. F.1.al eD'd der wxyltte used, ou �qA ,..—, A..r,, oc lm¢ I.—IN, I tIr CYtwk,D56d9 oM iC51 WIIdn9 Canpanwl 04 Peke 9360Eml �J YAIyINdm AlaMe aatl % i.In511Me 21aN t. I.J.&Ate J12N. NU VPII314. I ie,ryvF i I Job Tntla ThWa Type Oly Ply 0 14890 120581DA 731 Hall Hip Older1 1 B191dmil,Componvat Supply, JackaocMlle.IFF MIN Sol 0a JOG M16MIT Oral AR 202018 Intluebies,frit. Fn Feb 1011:05:41201) Pegs 1 ID:OttyDXOGR9VCWwOP�5yyappp6g5B-9PBUE1M1jLXO05MxV0)IOtyMtlBiisdbnwmnZCO 84 a,S1 104 slz WILED SUN=110.9 sayWILED- S.W 12 2 B 3 1 BSpecisl 10 4 NAILED Tt4- 4W II 18e 5-00 8 3512 Prete OBsete(XVI— 11P1-1504-5111:0000.18112'05-00.2A1 LOADING(p"I SPACING- 2-00 C81. DEFL In gop) Load I/d PLATES GRIP TO20.0 Plata Gnp DOL 1.25 TO 0.23 Ven(LL) -0.06 4-) >916 240 aff20 244p90 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Ver(Tq -0.15 4-) x384 180 BOLL 0.0 Rep Stress lnor ND WB 0.00 Horz(R) D.10 3 We We BCDL ID.O Omit FBC2014RPI2007 Matnx-MS Weigh:16111 FT=20% LuAll BRACING- TOPCHORD 2x4SPNo.2 TOPCHORD Structural wood mounting diractly applied or 50.0 oc purins. BOTCHORD 2x4SPNo.2 BOT CHORD Rigid ceiling directly applied or 1040 oc tracing. WEDGE Left:2x4 SP Nott REACTIONS. gbmlzej 3=103rMecnenical,4=110/MechaNpl,1=215NSB Max Horz 1=19(LC 8) Mex Uplift 3=47(LO 4),4=-9(LC 5),1— LC 5) Max Gmv 3=103(LC 1),4=116(LC 3),1=215(LC 1) FORCES. (Ib)-Max.Oomp.M .Ten.-All fomm 250(Ib)m less except Mw shown. NOTES 1)Unbalanced roof live batt,have been cmall for MIs design. 2)Wind ASCE 7-10 V W=130mph(3-aecond gust)Vaso=101 mph;TW L=S.Op f;BCDL-50psf;h=25X;8=451t;-24X;eave-41t;Cal. II;Exp 8;Fort,GCpib.18;MFRS(directional);Lumber DOL=1.60 plate grip DOL=1.80 3)Pomocia adequate drainage to prevent water porting. 4)TNs was has Dean designed for a 10.0 psi bottom Groh live load noncornarent Win any other live loads. 5)'Title more has been designed for a live load of 20.0pst w the bottom chord In all areas More a rectangle 35-0 tall by 0-0 wide Will ilf Delween the bottom chord a,d any other members. 6)Refer to glyder(s)for truss to buss connenwbs. 7)Provide mechanlosl connection(by until of Imes to bearing plate capable of withstanding 1 DO Ib upllft at Jelnt(s)3,4.1. 8)•NAILED•Indicates 3-1 Oct(0.148'x3-)or 3-12d(0.148"x3.25•)toe-netts.For mom details refer to MITek's ST-TOENAIL Detail. 9)Harlger(s)or other corm lon devices)shell be provided sufficlant to support concentrated Iood(s)23111 down and 21 to up ad 1-8-6 on bottom drum, The deslgo/selectlon of such connection device(e)Is the responslblllty of others. 10)In Ne LOAD CASES)sego,,full applied to the face of the tones are noted as front(F)or back(B). LOAD CASES) Standard 1)Dead♦Root Uns,(balanced):Lumber Increaae=l 25,Plein Incmase=1.25 Uniform Loads(pin Ver:1-2=80,2�,4-x-20 Cancentmtesl Loads(Ib) Ver:2-23(F)10-10(F) QWIaXNe-WMIp Mtlenpvana-moosf40 moon,.mas ANO WC L.M/IEa NEFFNANLf YAOf All m.lOP ,a BffOMYSE Dialan hxuss wYY hMneA®contactors.IN[dz3Tn lb..1 uh,o I—our-...k lw m IMAMNnI raaGlq mmyxrtntrof I In>4 Mkxrt 0elwe ue.Ilamal Com--1 WMN xW 911kcMIN or OsM hohrolve.".r,�, "'lit rti6 Winn Nlu tlwwnitll kGhalTtltlln Pba l In rousburcovol"coo,"nnvvv aaaa,Kwan„r,1�:`i.:'�'�",Ir.d:�'n'w;..�nra,.:a.l MiTek' SAWr rt[Iaoae deM.eryfrom. tlacYp d Metnmtllnresygmnc sox xx VA 2MQanN.aLd9oM aCL N�rM9Comnarwnl 690<P RL EMBetl. fdMylWmmollm wdlia agnl�lbg FyWNa 218 N.I�SIIee1.9G1e 312 NmmlIh VARR311. Tnrrys.FL 310 Job Tmm Tmsa Type ON Ply T1041460112056TOA T32 Haff Hip 1 1 JOU Reference o fioMl Building CompanwN 6lpply, Jed¢onvilla,Fl 322!R5 8P Apr 202016 MiTak Ine. Fn Fab 7ZFWM05;4220QNP t.1 ID DByUlMCR9VCWwGP�SYyxpp6BdtGRNrzUIIHnFRJUWMicF)ZFUBNNOEPOI(ONvnZCN 3645-0-0 ass t stz Scale-1:143 ms= 2 3 S.ep T2 9 1 sere, 11 a ads II 3a4 5dd 3a s1z Plate ONsem�)(y)- 11:02-40-1-11 LOADING(psf) SPACING, 2-00 CSI. DEFL. In (1m) Men LM PLATES GRIP TOLL 20.0 Plata Grip DOL 1.25 TC 0.23 Ved(LL) 0.05 " >909 240 MT20 244/190 TCDL 10.0 Wmber DOL 1.25 BC 0.41 Ved(TL) -0.11 SB >538 180 BOLL 0.0 ' Rep Stress Inor YES WB 0.04 Horz(TL) 0.05 3 No we BCDL 10.0 Cotla FBC2014)TPI2007 Metrix-MS Weight.191b Fr=20% LUll GRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Statural woes sheathing directly applied or 5-0-0oc purlins. BOT CHORD 20 SP Ne.2 BOT CHORD Rigid telling dredly Valet or 1(YO-0 oc bmdng. WEBS 2x4 SP No.3 WEDGE Left 2x4 SP No.3 REACTIONS. givelze) 3=431Mechanssm,4=155IMeMenea,1=19BPo5-8 Max Harz I-4 (LC 12) Mex UpIIR 3=20(LC S),4=-1)(LC 12),1=13(LC 12) FORCES, gU)-Max.Comp.iliva Ten, All fomes 250(Ib)or less except wfien shown. NOTES- 1)Urbaiamed roof live to tis have been conskered for this cal 2)Wind ASCE)-1Q Vult=130mph(3second govt)Vast16-101 mph;TCOL=5.0psf;BCDL=5.0psl;h=25X;B--45h;fr2411;eme,�n:Cat. II;EV B;Shot.,GCpl=0.18;MWFRS(directaneg and C-C Effai 2)060 to 30.0,sliaor(1)30-0 to 384,Ederar(2)384 to 4-11-4 aC-C far membere and torte.&MFRS loz reactions shown;Wmber DOL=1.eo plate grip DOlrt 60 3)Previtle extenuate drainage m prevent water pordlrg. 4)This trues hes been designed for a 1 O Psf Whom chord live load harrim Wurrent vnth any other live roads. 6)'This Imss hes been designed for a live lead of 20.01osf on the bottom card In all areas where a mdangie 360 tall by2( 0 wide will fit between the bottem chord end any other member. 6)Rater to girdeds)for tmss to truss connexions. ))Provide inechaalwl connedlon(by others)of truss to bearing plate capita of w4hstanding 1001a uplift at)dads)3,4.1. Q w4axNa-seat,Wtlanlw'wrrMerxwi4aEAoxmes axnowoevci..assu4ace".a hal—r4wrmleaewae use Lesion wH]for ureaYY rain Mrol cmneclas.It95 tl iaan 6 th a ody ur nrvanet—fMnm.uM h la m arvf�datlRq ca I—nL mr nM1�Yry41Pon.9arGeue.MetlbYlda4lTam,G win n¢glAkxi Nor W'a.pa... .. J'gopellrxhaMrbrarem6M:$)noroll—vmJl hrqump.wocalew9mrcar:mwaverrre,cnlny olmwwlX.v waeawlo,rJra,a n,aaaesa Ibr,e taa{arw o'u pammcnrdmxg e t Wgla rayletlMMilym]IO Pevmt aNl4 wmbf+ egxam]Y4ry adgmulY�Ig1aL pawrtla lu ragaery r IddnlA Larye.MNs,ar—FF—ad,miffAe+7188 I m11nm Mtarm.ANNn911pWIlyUMb,aN-09 aq aC]I WYIy CwnCanwa NWPW EYBM4. edal9 NarmXm wddYa Pam X,mpoXr lmllNln,lla N.lem mma.sal,31'),gYneMMVP9'1314, iar,pe,FL 3N1a Job Thres T.Type ON Ply na414692 12056TOA 733 Roof Spots]GirUer 1 I . ir2D Refo2016 iekIndustri cimb BWldlrlg CNnpawm SrggY, Jecks0milN,Fl MM 8.010 s Apr 202016 MITek Industries,Irc. Fri Feb 1011:05:432012 Pepe 1 IO:D/NbXdGRPVGWwOP�SY)rzpp6B-5NeIleDFznOPPOl2wODgpoBPRSWO8T30trpzmZCM 510-0 ]20 Do 13-118 2460 256-0 5140 540 220 468 Bfi8 -M Srale=1.3.4 66= ILED S.M 12 2 me- ass- mel/ 3 4 WALED RAILED NAILED 1820 21 22 20 .9gllll 1 6 9 10 B 24 25 267 27 28 = dx5 c ffi dy5= WILED NAILED 4m,_ NAILED NAILED dm, 11 56 wo 11 NAILED NAILED 7 28 13918 2450 2530 f,01 620 690 6S8 v-60 Plate Onsets(X V)- 11:0-2-150-1D-51 I1 P0 0 0-261 120-50 b2>I 16:0-2-120-t-51 LONGING (pep SPACING- 2-00 CSI. DEFL. In Q.) Vdefl Ud PLATES GRIP TOLL 20.0 Plele Gnp DOL 1.25 TC OW Verl(LL) -0.04 7-8 >9W 240 MT20 240190 TCDL 10.0 Lumbar DOL t25 BC .57 Ven(TL) -0.13 7- >999 tm BCLL 0.0 ' Rep Stress hi NO WB o." Horz(TL) 0.01 0 Na Na BCDL 10.0 Cotla FBC201MP2W7 McNx-MS - .. Weight 116 lb R=20% WNBER- -� BRACING- TOPCHORD RACINGTOPCHORD 2x4SPNo,2 TOPCHORD StmcWrWl deh iNngdlmcgyappiWor4-1-14mWdim. BOTCHORD 2x4SPNo.2BOTGHORD Rigid ceiling difeclyas,led or 1O0-0ocbmdng. Except WEBS 2x4 SP N0.3 6 0-0 oc bracing:J-8. WEDGE Lail:2x0 SP Nat,Right:2x4 SP N0.3 REACTIONS. dWsze) 8=15 0 90 3 8.1=54&0-58,�880N-53 Mex Hoa 1=39(L06) Max Up0118=1MLC 8),1=84(1-0 25),6-10S(LC 8) FORCES. pbl-Mex.Comp.rtAsx.Ten.-All tomes 250(Ib)or less except Mien shown. TOPCHORD 1-2-53W127,2-3-4MIM.0�W7117.56=1015/166 BOTCHORD 1-10=-5043.8 9 0=-11 91428,6-0=-11 9911 WEBS M-625/99.4 8-9fPV2d4,49=8411145 NOTE& 1)Unbalanced mof live loads have been c0nsidered for Mia resign. 2)WIIW:ASCE 7-1.Vult=130mp1(Seecond gust)Vasd=101mph;TCDL=60psq BCDL_5.0ps1;h=25f1;8=4511;L_--25fl;eme411;Gat. 11;EV B;Enol,GCp",18:MFRS(directional);cantlever left.,.ad;Lumber DOL=1.60 plate SHp DOL=1.60 3)Protide adequate drainage to prevent water porMing, 4)This three has been designed lora 10.0 par bottom chord live load nonconcorient 0th BW Other live bible. 5)-ThIs Innes has been designed for a INe load of 20.0p st on the MI.chortl in all areas where a raot"I.36 0Ie11 by 2-0.0 Ida will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of three to imaging plate capable M MthstaMing 10010 0111 at ldnl(s)1 except g=1b) 8=138,6=105. 7)'NAILED'Indicates 3-10d(0.148'#1')or 3-12d(0.146'x'125')tookoilm.For more orders refer to MITek's ST TOENAIL Deep. 8)In the LOAD CASE(S)seclio0,loads applied to the face of me turas are noted as front(F)or back(B). WAD CABEIS) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Iromase=125 Until Loads(pit) Ven:1-2=60,23-60,3-5-60,54=60,11-16=20 Concentrated Leads Ob) Val 8-48(F)4=69(F)21=69(F)22-GgF)23-44,F)24-48(F)25=48(F)26=48(F)2=-135(F)28=-90(F) ALWANNwm-vMryOnrpnpmmNme,W aEdo eore3M1M1NOlNCt wFO MIIExaFf[MxcE vafiE N616Am'.fYOYMaBWKeaE IRYT vtlM]Iw,m wYY'u1T Mlek&conrvxras.Rh OefYJrr6Cmetl mIVUF*">•,Wmwlw Cwvn,.W and m MAMM dlAgcanpaienL ml WtlrV da4rBo-kq YFXmreUbbpeverJ wk9e/B WNmacIY1d111dI1Dra{Y.HWxaM bmP'aaYOW GerniarslG¢xV N�sr«y.etlbs4YYlya'A 10 DrevslcWZ MIh1wRIM�iexra RleYmn'RaeaYd'anOJe. ner�mdr.M�KDr9o0d'Q lna MRek' /mkallor.aoreae.eelAerv.ere�lloeaalxi�eo/er�me ms.Merri..eeAxumn araN .oaasmaecvwmBce.wr.A ma FL aa6fB.n. 1.Ne. 1yN29xgmexan wy.ffi ken rrin ReN POPIWe.218 N.1ee5M1W6 aIb312 Newellp VAYL91 Tenp, 0 Job Tues Trim Typa Ory PIY T10414883 14WTOA Tia HLp 17 1 Job R 16 MIT a ilanel BWNilg CompomMBupply, JWsdrviIN,FI32256 CWwQo5 yo SYyzp6MITek s3ffl aelns. FnFee lK0ft24gLvgdRVF gel ID:DME%OCR'4VGWwOPo6_bYyzpp89Z_U s31DOGNOZEVcwgN1KO12MRLwjJLI6iVFrmZCL 8-0-0 12-1PB2640 soo &n64&S �sa 740 Sulo=e41.2 .10= ru no s.m 1z 3 the 21 #4 s Is 1 56118 z3 p z n e 1'e 10 ' ] 4.10 II m 1 36-4'10= xe4 II 66 II 60-0 12-1160 2450 60-0 &116 1]b4S8 7L0 Plate OfNels Y- 1:0-2-1260-12 3,0440-2d 5:p-0d 62d SO-2-12&1-5 IAAOING(psf) SPACING 2-0-0 CSI. GSR_ n (roc) Weil Uri PLATES GRIP TCU_ 200 Plate Gnp DOL 1.25 TC 0.55 Ved(LL) -0.07 7-17 :999 260 MRO 2-0180 TCDL 100 Lumber DOL 1.25 SC 04] VsrRTL) -0.19 7-17 a721 183 BOLL 0.0Rep Stress 1. YES WE 0.82 HOrz(TL) 0.01 8 fee rea BCDL 10.0 Code FBC2014/TPI2007 Mattlx-MB Weight:1111E FT=2M LUIMBER- BRACING TOPCHORD 34 SP No.2 TOPCHORD Slmcluml wood sheathing directly Detailed or 84001 pulled. ROT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bhxdnq. WEBS 2x4 SP No.3 WEDGE Right 2x4 SP No.3 SLIDER Left 2%8 Be N0.21-&0 REACTIONS. (Ibleize) 1=51810S8,8=977M-3E,6=4581(,5E Max Herz 1=3fi(LC 10) Max Uplift 1=-04(LC 12),S-100(LC 8),6=E9(LC 12) FORCES. (IE)-Max.Gomp.Mlax.Ten.-AIL to .250(Ib)or Less except when shown. TOPCHORD 13=ET/n09,5E=5821195 BOTCHORD 1-111=-125/57Q&10=-122/5]6,]8--111W461,6-7-ll W453 WEBS 3-10-_N15],38=-591/58,6 4-00]/18$5-8=502188 NOTES- 1) OTES1)Unendorsed roof I.leads have been considered for MIs daegn. 2)WIM:ASCE 7-1G VUIt=130mph(J-second gust)Vaso=101 mph;TCDL Ogftst BCD",Opsf;h=25ft;B,Rf1;1-241t;eaveAft;Cat. 11;Ex,B;E.I.,GCP=0.18;MFRS(d0 rt,.nal)and C-C Exterior(2)0-(,0 to"0,Interlor(1)3-0-0 to 6-0-0,Extehor(2)640 to 21-7-15,Interlol(1)21-7-15 to 245-0 zonaG0 For members and forms 8 MW FRS for readlons shown;Lumber DOL-1.60 plate grip DOL-1.60 3)Provide adequate chaining.to prevent water ponding. 4)This misa has been designed for a 10.0 psf boftom chard Ilve two hemoncurrent Win any other live I.M. 5)'This truss hes been designed for a Ilve load of 20.0pei on the botlom chord in all ewes where a rectangle 3E 0 WI by 200 wide will fit between Ne bell.chord and anyothe,memo.. e)Poo4ce meManical connection(by others)of imss to bearing plate capable of withstanding 1001E uplift N)Mnt(s)1,a except Oldb) 8=100. AWA. VxNy OWan pwnwM.W aEIO MUTES ON]aB xMU NCLYOEOYIEN eEEPINfE I1OE.W]IAm.laeYNIS e60MYeE nesk>t WxN lwuewYY'uI1r MIIek9 ccmn['Ias.IMIXrslpikeaedwYYUNn ryrtmwtenflrown.mehlwm MWUMM dIRpcwnpxwnL rod meeBe�.IR luwxM{avylttx mml vellry meaMnbmxN onY9m ryaamelr�5 mlp YYvulzlale ektleSMn Ma pnovwdl Ylwa Sly. '91,vJcalW kbpevcn YucM11m a11MVWielmweDaupw clod memW Y. 1,u.,eux, L'rranenlMmrar movie �awan rewind tw saexlryara to wavml x1m�w9knofNx..r>a+s»w rervwow�wenr�ll�-rw m+.+.n mxx..nlwwan M, H`alM nniye.WM!1v,etect4inul✓J LvacMci wse:uMmm n)xlems.>Ax]I/1VII Uutlln Cwlwb.oNdvnM stn ha]rgtOTSMwe aBMv.r4 r4elylMdn¢4en wtlYJAa M1an I1w'Raaf AIIMe.219 N.lm Slmxi.aJ1e 31x.PlaeeigM VAYJ31d. Teary..FL MSaIDfe JohThus T.Type Oly Fly nal,14101 1ms6TDA r36 rev 1 1 Jab R0161,11T 4arel BWldrg ComponeN Supply, Jeckewrvllle,FI32256 8.010a Apr2o 2016MITe4Pumall jAALS Feb1011:05:&NCl Pagel :DltybXdCR?VCWwOP�5Yymp62tARP4PumelselAiALS3wE1WES9P40ZSxNtl tiaKCK BUO7S-O 1]30 24E0 840 ]40 200 ]00 6We=1AL2 7,00= ]inB S.CO Fl2 20 21M "2a 19 058i21 1 12 rM 0 3 0 ] 6x10 II 24 II 3"6-4x5- 4v5- 4AS II M1211 8 15.5-0 2440 4-0 258 9P0 Plate OBsek OLYI- 11:0-2-1200-12113:04-0 0-2-0114:016 G,2-0 1 1160-2-120-1-51 I O MNG(Pell SPACING- 2-0.0 CSI. DEFL. 1. (loo) Udell L/dPLATES amp TOU 20.0 Plate GAP DOL 1.25 TO 0.72 Vern(T) 0.12 7-17 >M 240 Mr20 240IN TOOL 10.0 Wmber DOL 1.25 BC 0.64 VerhTL) 0.34 717 >401 180 BCLL 0.0 ' Rap Shwa lncr YES WE 0.39 Horz(TL) G04 1 We We BCDL 10.0 Cade FBC20140P12007 Matdx MS Weight 11216 FT=20% LUMSES- BRACING, TOP CHORD 9WSPNo.2 TOPCHORD Structural¢vatl sheathing drectlyspplietl R6-2-9 ac pudirle. BOT CHORD 2x4 SP Not BOT CHORD Rgid ceiling directly applietl or 160.0 ac bracing. WEBS 20 SP No.3 WEDGE Right 2x4 SP No.3 SLIDER Let 2119 SP No.21-6-0 REACTIONS, (IWaize) 1=829b5-B.e=740/0-3E,8380/0-5E Mex Hou 1=-0](LC 10) Max UMIB 1=54(LC 12),8=-57(LC B),8= (LC 12) M Grev1=629(LC1),8=eW(LC22),6=584(LC1) FORCE& idd Max Gomp.Mlax Ten.-All Ints,a 250(b)offers exceplwhenshown. TOPCHORD 13=818f258,34=3214,4-fi--841258,5E=&Ai1271 BOTCHORD 1-10=-154/681,&10=-152/687,7E=11515M,S7-184026 WEBS 3-1P_U@88,38-.-Si1rB8,4-B=fi34/92,4]-51/462,57=-33N141 NOTES- 1)Unbalanced roof Ilve Man have been considered for has design. 2)Wlnt ASCE 7-10;Vu1k130mph(3-semntl goat)Vasd=101mph;TCDL-5.OFeI;BCDLd.OFal;h=25X;B-051t;L=24ft;ever--011;Gat. II;Exp B;Encl.,GCpl=0.10;MFRS(dlredional)and GC Entarior(2)0.0-0 to 300,InwbT1)3-0 0 to 8-0-0,EfQedor(2)&RU to 19-7-15,Intedohl)19-7-15 to 24-5-0 zone;GC for members and forces&MFRS for reactions shown;Lrxnber DOL=1.80 plate gdp DOL-1.60 3)Provide adequate drainage to prevent water podding. 4)This truss has been designed lora 10.0 psi bottom chord live bad nonconwrrent with anyotber live loads. 5)'Thle truss has been designed for a Ilse two of 20.0ps1 on Ne bottom chord!In all areas where a rectangle 380 W)by2- 0 wide .11 fit between the bottom chord and any athOr member¢. 6)Provide mechanical wnnection(by others)Of Muse to healing plate Cade of a tlalaMbg 100 to upGu at jdnt(s)t,8.6. 07 Q WAgXNa-WYy Mon Fwesyx q]MIO XOIEe WI SIT Wplam aayHA MIAtW cax5e:lwi Rb MN9nmcISrxJwNOfOeetaOEa MtwIIwN fsPNN,mCEn,Pe akMta)4AMmrendes �gcwnWwnL ml er Irwwdem e0laeuse.Ilwdmwaarpiwr imnl ve0h mn�µ�al+m olaemm lx,an»laRmaulw IVL�o'wrrna re.leeannlolreova,a wornaeoon.wadnx xW.dato waVanrwnlarry of x,o-nia lm,awnoawaolwrdrrwnc«aowv.Ammr alamr>orw�r>arrbwrna�ma MR MOW kd'uaKrePAad MxlYelYugbpexerBcdpee HMnoWle WivaM HxYad PaL�rYdxn fw e an endanrwrare0aeum0 6x04 PoM1e EwrPM. Imtallwx pwWe.tlek+ery.aecsonmeLr«xvdoumsaMnrvrMemewawWnll ardlM .0ssasmaew ua4Md4rro4nN,l &My MMmyIM wW.iehan lna%abYMr1e.21BN.1ee51ree1,916312 Newxlh VAYtaI Terrys.FL 3Y10 job T. Taxes Type Ory Pty M14895 !120WTOA T38 Hip t 1 Job Reference Mi e Induaell Buildng CanporeM SlppN, JWkmnNtle,Fl92256 e.010s ADr202019-lAR4Pustries,Iv ALPoFb1011A5:65 Page I IDDIryb%dCq]OGWYAPoS 5Yy2Dpee-1ARP4Pulreisp/tiALS3wENOSCUU2�JN_1ivKGK ]b-0 10-0-0 135E 1511-0 2409 ]60 280 350 260 &1-p 1:40d eve 66 11 eve 11 4 22 23 5 5.00 12 2N\\ 2W// 3 6 21 z4 ab 2 5116 2 416 2 ] a Ia „ In 6 61112 II Au' = 94 MT20H5= Ors= 1000 1314tj5-0 1111-0 z40U 1000 31d n3y zao 3,.0 Plate Olfsats - 1: Etl a B;OL-5 E "24,42-01 LOADING(pe0 SPACING- 2-0-0C81. DEFL. in pec) gdell Ib PIATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.59 Ven(LL) 4.23 418 1548 240 MT20 241/190 TCDL 10.0 lunber DOL 1.25 SO 0.88 Ven(TL) -0.50 418 1222 180 Mi20H5 181/143 BOLL 00 ' Rep Sirens hot YES WB 0.17 Horz(TL) 0.04 8 Na Na BCDL 10.0 Crom FB0201,VTP2007 Matltx-MB Weight 108N FT=20% LUMBER- SPACING TOP CHORD 2x4 SP NAB TOPCHORD Stmolural wood sheathing directly applied or4L12 Oc pudire. BOT CHORD 2x4 SP No.2 BOT CHORD Rigld calling directly applied or 100-0oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 IA 0,Right 2x4 SP No.31 e-0 REACTIONS. pb/size) t=e38N-Sa,8=811/Mechanlce68=2]Oro38 Max Horz 1=-58(-C 10) Max Uplift 1=-95(-C 12).8-91(LC 12),8=-MHUC 12) Max Grey 1=839(LC 1),8=811(LC 1),94156(LC 22) FORCES (Ib)-Max.Comp.Mfax.Ten.-AII tomes 250(Ib)or less except Mien shorn. TOPCHORD 1-3-12381311,34-102 028 3,4-5=-8952]2,54-1018/290,61-=9 2 5 4131 2 BOTCHORD 1-11=21]/10]2,411=-122/896,8-8=-204/1090 WEBS 311=330/184,411=ie/318,5-8=<3/z]8.8-9=38M1]9 NOTES- 1) OTES1)Unbalanced root live Ioeas have been considered for this design. 2)Wind:ASCE 7-1 Or Vu11,130mph(3-secclM glut)Va m=101 mph;TCDL=5.Opsf;BCD".0p51;h=25h;B=451t;1-2411;gave=411;Cal. ll;Exp B;Encl.,GCpi=0.18;MFRS(directiore0 and C-C Exlehor(2)0-0-0 to 30.0,Interlor(1)3-0-0 to 10-00,Exledor(2)f C-0-0 to 13-50,Intenor(1)17-]-15 to 240-0 mne:C-C for members aM tomes 8 MW FHS for reactions shown;Lumber DOL=1.60 plate grip DOL=I,W 3)Provide adequate drainage to prevent water Vieth . 4)All plates are MT20 plates unless ometwlse Indicat60. 5)This Miss has been detained!for a 10.0 psi bottom chord the load nonooncurrerlt MN any other live loads. 6)'This buss has bean designed for a If.load of 20.0ps1 on Ne boftom chord in all areas More a rectangle tr 0led by 2 0-0 wide will lit between Ne bottom chord and an, the,members,with BCDL=10.Opst D Rater to girders)for buss to truss cornecliare. 8)P.Ide mechanical mmwl.n(by orders)of tmas to bearing plata capable of Mthstanding 10016 mill of joint(s)1.8,e. Q WIPMNa-vWx M6 C1L^1Nn=aef...ON taruroxcLweosvrtxeefm4xcevaearreare, vxrseFlwEuba L9kx1WMIwwarrey.h Mnx "onr¢xMls.R8tla4an6MaM orYYu[wn pamrelan6wxnxatlM1MmMgatllgldMrp canpweni.rwl IrlmxMem&rlaelee.11,eMfrsgr#4yvs muilvicery Me gCFiYAIry MJeilgl pnnmelenatlpapcNhcuP-/arelMhvMnlnlo M1,emadl [JNprY9pn.HWgM Jkale�abrfevcnih tlYpolaNhkNd lvaweDmJ/ttcMOmembNs fwYY.S�ablemMWr>dlingI k' 6MnmrenxYW Nx xui4nYndloplxwrnir.Mlgwr wHS nxix[anoM YMrY virl[xrererlY rkanWe. d 5uxxtlpMaceledibp.Ra lahkalbn.xtaq,'e.hJNtvy erx.MnrwlMalrp o11n�5aNlnlasMemx ueLWVlMl aunty[Ixwp D9B-ewOq W'M WWxnaCMgprMl .W PML EWBHE T . sdMY lnlolnlaku x.rsxnx arm u�Pxnx nxnnnx,21n n.lxx snxxl.sob aro wx.n,xxu.vwv2axa. arme,a aa610 JOE Topics Tna Type 0 14696 120641T37 Common 1 1 Job 2016al o dusty BWNirq CompawM Supply, Jecksomllk,FI92256 8,010 a WAQPA%202016M -nHlvstrieq qr ldF 10 1Ns4cx)5:462D1] Pepel O:DflybXtlCR?VCWwOPoS_5Yy]pp69-VIA_nHlvl Yu0jfm1uj3xlSSgnNMcppOc91M%ZBmSCJ 600 ! tree W t]so 24-0-0 ' 600 58-0 580 6]0 y _ 5ra1e-110.4 4 5O 12 22 21 415 i 6 e 5 p 23 54 i 4S 1 2 a 1 111 16 n 10 0 e 4x10 11 zW a a6 aao= 224 II 3m n 600 12.119 7-." z4.oa 600 Btt-0 bSB B]L Plate Oftseb fX 5`1-- %'0-2-120.0.12114'P3-002-01 I]'0-55 Etl9e1 LOADING(pal) SPACING 2UO CSI. DEFL. In (roc) Vdaft Lid PLATES GRIP TOLL 20.0 Plate Gdp DOL 1.25 TO 0.44 Ved(LL1 -0.05 &11 >999 240 W20 2491W TOOL 10.0 Lumbar DOL 1.25 Be 0.38 Vei -0.14 9-11 >999 100 BOLL 0.0 ' Rep Stress Incr YES WB 0.67 Horz(TL) 0.01 9 We 119 BGDL 10.0 Code FBC2014?P12007 Wtdx-MS Weight:117Ib FT=20% WMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Standard!wood sheathing directly applied of aG puffins. BOTCHORD 2x4 SP No.2 BOTCHORD RlgW ceiling pl ly applied or 1000 m bracing. WEBS 2,4 SP No.3 SLIDER Left 2x0 SP No.21-60,Right 2x4 SP N0.3160 REACTIONS. (IWelze) 1=47M6-8,7�8W chenWA,9=1055/0.3-6 WA,Hp¢ 1=9ftri 10) Max Uplift 1=-70(LC 12).7=40i 12),9=80(LC 12) Max Gray 1=476(LO 1),7=416(LC 22),8=1D55(LC 1) FORCES. (Ib)-Max.Camp 1Msx.Ten. A!!fomes 250(!b)or Nss except w11en shown. TOPCHORD I3-608/i]1,5-]=445`159 BOT CHORD 1-11=-8]/513.9-11-87/513,8 --E(r?407,]O=00/40] WEBS 3-11=0260,39=805/128,4.9=372/48,5-9=5M/146 NOTE& 1)Unbalanced roof tive loads have been cwnsideretl lot this deMgn. 2)Wind ASCE 7-10;Vult=130mph(3-secolW ghat)VapbzI01aph;TGOLZ.Opsl;BCDL=1ii 11=251p B"Sft;L-24X;wave--0q Cal. 11;Exp B;Encl.,GOpk0.18;MFRS(directional)and C-C Extedor(2)"0 to 3-0O,Iniedpr(113 0-0 to 11-89,EandrO(2)119-6 to 14-892 O;C-C for members and forces 8 MFRS for reactions shown;Lumber DOL-1.60 plate gun DO1=1.80 3)This truss has been designed fora 10.0 psf oott%n chord live batt IlonconcormlH with airy other live loads. 4)'This truss has been designed for a live load of 20.Opsf on Ne bottom chord in all areas where a rectangle 39-0 fall by 2-0-0 aside will fit between the ballom ctlord add any other members. 5) Refer to girder(s)for truss to lass conneceore. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 In uplift at lointho 1,7,9. WA6NM'4VeMy Ma'yn,wavlxvNaFJaXMCeCNiNa.WDNnIUOEa IYIEI[aEFENXCE PIafxi]OJnv.ldeY.NbdEWaEYEE 6iL(xi vilkl fort oNY`w11h MIIN�cclvmlca t1Y5Nig1 kba^tl aYY u[plpamrelenir.'mi W Klam PtlM]xl WMNp cw�Wnt.ml -wawu�.iMM4Agdexpl�mui rreim nee.+.xxwalnoldanelw�ef�awworenvrr>aow rtr�avinlome orale M p41MA.iWce11u15M1+AllYuklWPxvema lAl{wr�NI1�W +wpPavxaxx xwrym]P^WdY dNnWa. 19e1a'Ix9axlmce lepudlpM idwNV IRxkaPon.ywiryAU vete. W. aSNYInIwmaXm aWmla kanew'Role MxNle.RIBNIee51ree1 SJbd12.Ne[a VA]Y]4. TenpA FL Tann Job Tues Thio Type Ory PIY TlNIM97 120'1T30 COmmOn 1 1 bb RNererce 4orel BUMilg GompOreM Suppty, Jacks0rrvilleFl32258 B.Ot0s Apr902U1-z iWbMuaBiaWK4 mVX?fyW11:05:11201] Pegat IO:DIfybXGCR?VCWwOPoS SYyrapeB-zYY8V5Y5JBHeIgK4HmV%YF/goGIRTN410M6WmSCi 800 Be 24-60 8-0-0 1 88 1 WN&0-0N 683 Ywle-froth ev$- 4 5.90 12 21 2D 3 9 5 I9 6s i 2 441 B ] to 0 23 24 8 3111 11 e-fa 15-10-13 L a13 79,11 at-3 Plate OR S(%Y)- 11:&2-120&121 F1:0-56EdPI LOADING(psi) VACWG- 2-a0 Cel. DEPL. In (IOC) IAwfl UC PLATES am TCL- 20.0 Plate Grip DOL 1.25 TC 0.84 Ved(LL) -0.20 &10 >999 240 M]20 244/190 T(AL10.0 Lumber DOL 125 BC 0.]3 Ved(TL) -0.M &10 0649 180 BOLL 0.0 ' Rep Shows Inv VES WB 0.20 Horz(TL) 0.07 ] Na No BCDL 10.0 Co FBC2014?PI200] Matin Weigh:1131E FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Stmcural mod sheathing dimetyapplled or 2-20 oc purins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid calling money"led Or 10-0-0ec DmMng. WEBS 20 SP No.3 SLIDER Lett 2x8 SP No.22-0-0,Right 2x4 SP blue 1-6-0 REACTIONS. givolze) 1-9 5-8,7=98NMecbei Max Hou 1=65(LC 10) Max Uplift 1=406(LC 12),]=-10aUC 12) FORCES. (Ib)-Mm.Comp.Mtea.Ten.-All tomes 250(Ib)w less axcepl wren shown. TOPCHORD 11-1550298,34=1402/294,4-5=-1515/313,5]=-16]9/313 BOTCHORD 1-10=-201/1363,8-10-lWI039,73=-22Wl49 WEBS 3-10=259/135,410=3 412,43 lffi24,53=3l Wl53 NOTE& 1)Upped an .d roof It. made have been consideretl for Bis assign. 2)Wind:ASCE 7-10;Vu11=13(imph(3-second gland)t aad=101 mph;TCDL=5 Opsf; 3CDL=6.Opsb retool;S"Nift L=241,eave=4n;Cat. 11;Exp B;End.,GCpi=0.18;MFRS(tlistr i)and GC 6aerodi 0 0 0 to 36-0.Interior(1 j&a01D 11-83.Esti 113-8 to 1438..;OC for marshes.seM forces&MFRS tar mac9cDs shown;Lumber DOd-1.for plate grip DOI-1.60 3)This was has been designs f for a 100 psf bo0am chord live load concentration a1B any other live loads. 4)'This tmae ruse been assigned for a live lead of 20.Opt On the bottom chose In all areas Where a rectangle 3 0Iall by 2-0-0*do fail fit between the boners chord and any other members,with BCDL=I00on. 5)Refer to girder(s)for Was to masa cone6ctlons. 6) Prefin meManical connection(by others)of truss to bearing plate capable of Withstanding IOn lb uplift at Joint(a)except gtdb) 1=190,]=106. QrcInWWaIa1 MMr .dwUorM. aCwWYYewnde mne'MmIIInMbwI�pcWwmcircir�c—hxx.aulIkEMeeyNanTmIKmSlIXxIvNOxkl dw.YY11uw.1momww,anPnaElwfwEsNsMI—MtIMmI4tlEKo,INlw]l4m]Ins'. mcI.Wp14110Md wanau9nwI.. MdaIbdBhEPol aPmEyUuSEnml,rot MRek' itlwa@IegleD kr gc[411yugloMww�l cdlgzn Wm D1gxW[1c1't+l�x Y{uYumpt`eMWlune. ru glad pJWlts IegmaN{Be law,l ReaapetlelNeW,xecM adbnckpo2n Ni io 91 1.sw,m12 Arr WMI VA MIA b,DS&l9mtl EL51 WYMPCanlpanxJ BW 11.1. SdMylrlpmelon wdlYie Kwn 1�FMe[rctlNle.RIBN.Iee S11eo1.9IR 31 R.NevadlM�.VRR914. Terrye,fL 33610 Joe Thus Truss,Type Oty Ply T10,1T10,144693lae 12056TOA T% Heli Hip Girder 1 1 JOb Reference Mi 4olwl BdldnpCmlpolwm SCpply, Jxksolwilq,FI92256 WaQPApr202ae-Ai fodreeleelr rFn UFeb la lfO5Y82017 WH D:DXyb%OCNiVC 7r SryzppNAM%iRwFAVPRVAH3rU0m%iVT91uHIRUEL1a1zmZCH alzoo ]00 l so0 Sule=1:13.2 p of T6= IUILEO NALID S.CO 12 2 0 8 3 1 0 n 12 slNBgl rvuLEn N4B.ED sell x0.0 70-0 aoo e0 Pate OBseIS IX Y)- ftfW1 0-2E1 12'0300-2-41 LOADING fids' SPACING- 230 CSI. DER. In (roc) Well IW PIATES GRP TOLL 20.0 Plate Ono DOL 1.25 TO Car Ved(LL) 0.19 4-7 :"1 240 MT20 24 100 TOOL 10.0 Lumber DOL 1.25 BC 0.59 Ver(TL) -0.48 4-7 x180 180 BOLL DO ' Rep St.Ina NO WB 0.00 HordTL) 0.29 3 over We SCDL 10.0 Code FBC2014]TPI2007 Metrix-MS Walght,22 to FT-2M LUMBER- BRAC6VG TOPCHORD 34SPNo.1 TOPCHORD Structural ymo!dreaming directly applied or 9-0.0 xpm11ra. BOTCHORD 2x4SPSS BOTCHORD Algol calling directly applied or 100.0 Oc bracing. WEDGE Led:2x4 SP No.3 REACTIONS. (IWsize) 3=15fNMeManlwl,4=15]Mlechanlcal,l=3DiM5-B Mex Hai, 1=24(_CS) Max Uplift 3-68([_CI),4=-8(LC 5),1=42(LC 5) Mex Gov 1-1 W(LC 1),4=168(LC 3),1=301(LC 1) FORCES. (Ib)-Max.Comp.IMax.Ten.-All moc.250(Ib)arlessenceplwfienshovm. NOTES- 1)Unbalanced mol live laade have been considered for me design. 2)Wind ASCE 710;Vdt=130mph(3secondgust)Vasd=t Oimph;TCOL3.0{uf;BCOL=5.Opal;R251t;B�51t;L=248;eave ft;Cat. Il;Eap B;End.,GCpi=0.18;MFRS(d oacti.naQ;Lumber OO1r1.e0 plate grip DOL-1.80 3)Provide adequate dairege to prevent water ponding. 4)This truss has been designed for a 10.0 psi bollom doom Ilya load n0nconmrmnt Mh any other nve loads. 5)'This truss has been designed fora live load of 20.0ps1 a the bottom chord In all areas where a rectangle 380 tall by 2-0-0 Woo Wit fit Debased the Whom chord and any other members. 6)Refer to gitarist for buss to tmse c0nnedlors. 7)PnoMda mechanical connection(by others)of mass to adding plate capaEle of wifhetanding 100 to uplift at roll 3,4,1, 8)'NAiLED'Indicates 3100(0.146'xX)or 3-12d(0.148'x3.25')Wardens.For more details rear to MITek's ST-TOENAIL Detall. 9)Hungarian or other connection devica(s)shell de pmWded sufficlant to support concentrated Led(s)46 to doxn and W It,up at S"on tap Chad,and 26 to down and 11 to up at 2-2-2 on boll..MOM. The tleslgNseled.o of such ca idedlon radicals)Is me resporeiblMydahers. 10)In the LOAD CASE(S)sedion,loads applied to the face of the forest am noted as front(F)or back(8). LOAD CASE(S) Standard 1)Dead r Roof UVe(balanced):Lumber Increase=l 25,Plaa Inchati.25 Uniform Loads(pit) Vent:1-2-0a,23=60,4-5-20 Concentrated Loads Qb) Vent:9-2(F)10=-25fl 11-11 IF)12-14(F) Q W.I.-yMh4Stlpo prmntlem Mea daalEa CN 9EWFE. Darr WN 1.-.1.1MgMCi cmi..M Ihh deynn 11[vn].11lot-9 'MI k id no.WMh3 cmryawnt rot gawTT.BNdetee.Yn er mWreatprc[tlrhol asmelertmtlrxariany SvvrNaolrltrlcY,7rNolM overW adr.paeraax°don.rmarinm.walt on"em anads,r.1rdurnd'.r:+ho«> on.ar.,r°wrr"iaa"a1 Meek' gbkprM fkaape.OlNay.aeclkn m]d¢bgwlnpes Jl�s/9en2L,s:JNL/M10uoYh mrrxlo.osuy mq BCL aW6 pcn�parant ade Farb EST bad yysh ryrpnrielbn wdyAe Eqn 4th Wi BWBea Rie N.lea STwi.aIq 312 NemrSYb VAY1314. Tmr.e,FL cuts1l) ;Job The TmM Type Gly ply T10414(as 12056TOA T40 Han Hlp 1 1 Job Reference hN Builpnp Ganponenl Suppty. Jecksomille,F132256 BD10a Apr20Sale AgwwnWX1 loopholes, B)0i42HP311O5:4OWAT Fail 10: DXtlGP'NCWYQPo6_6Yyzpp68-wxAwvmpAryXUIMPB%)M2HP3_COKv2YlEGATmrZGO 80 '00 440 300 Sr'ab=1 Is.4 ass= 2 6.W 12 B 1 ( 6z4 II art It 440 ).00 OU 304 Plate Ogsets X - 1:0-2-120-1-1 LOADING(psg SPACING- 2-00 CSI. ,DEFT In 00d) IMMI Ild PLATES GRIP TGU 20.0 plate Gdp DOL 1.25 TC 0.39 Vrm(LL) 0.19 5-e X428 240 MT20 244/150 TCDL 10.0 Lumber DOL 1.25 BC O.P Ved(TL) 4.45 5-8 s182 ISO BOLL 0.0 ' IN Stress Incr YES INB 0.05 H.R(TL) 0.23 3 We We KOHL 10.0 Crtle FBC2014?PI200) Mmtlx MS Weigh:2516 17=20% LUMBER- BRACBlG- TOPCHORD 2x4SPNo.2 TOPCHORD Simctural wood sheathing direaly applied or 6-PO oc pulllna. BOTCHORD a4SPNo.1 BOT CHORD Rigltl belling directly applied or 160-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Len:2x4 SP No.3 REACTIONS. (INsize) 3=88IMeMeNcel,4=189/Mearenlcal,t=2)8X1-58 Mex Hour 1=48(LC 12) WK upgn 3=41(LC 3),m-11(LC 12),1=23(LC 12) FORCES. (Ib)-Max.GOmbgVax.Ten. Allforces250ghn.,leaeaxceptabartinowrn NOTES 1)Unbalanced roof Ilve loads have been considered for his resign. 2)Wind ASCE 7-10;Vult=130mph(3secondgust)Vaed=101mph;TCDLd.0psn BCDL=5.0psl;h=25n;BASK;L=24n;mad M;Oat. II;Exp B;Encl.,GCpi=0.18,MFRS(diredbnal)and GG Sxledor(2)"-0 to 344,Interpol)3-00 to 4 00,Exlenor(2)40-0 W Bbl 14.,G C for members and[.roes 8 MFRS far..oil.shown;Lumber DOL=1.60 plate gill,DOL=1.6D 3)Provide adequate drainage to prevent water porld'Ing. 4)This truss has been designed for a 10.0 psf Whom chortl live load rwnconcurrent with any other live loads, 5)-This truss has been designed for a Ilve load of 20.0psf on Ne boom chord In all areas where a reclangle 380 tall by 240 wide will fit between the bottom chard and any other members. 6)Refer to gOder(a)for truss to true.cdnneaion.. n Provide mechanical cwnectlon(by others)of truss to bearing plate capable of withstanding 100 to uplift at jdnt(s)3,4,1. Q WAM -YxINCaQp pxxmfm AwANDa a0pdD PY TND AND WCLaNdo area eeengra CE DADE W7473 nr.faaYA/bB@OeEVIE ��ryp LYperr WM nae criYr'rllh ment"" cWrs.IISCxear k l�xvauaYaxxr rxu[nrelenslawrt wJh lam YdlWiitl °°Innryalarr.B ' Y.FapudbdRtldgw .wL 1m,a A uaetvdwr, wrMwY4xmdoing M�WWiYYTe�Mk eU+Vnreo."Ne4%aldroa+Y+4aYpcnwoc.Mapaos NLr.r�PM91r FrAm AaadmAAabuaro+sD sons, der awagessippossa aaG Ica aN,hw ANmsAw,hZ Mwwte.,Ns Du.nard CY4x4NHpCaal%rvwtl seoo Poke ee.r erve. 4a.WamramrdYawerrom ra®rwrolrwMAe,zlax.laa saoal.vNatzaa®am.vAzzal Torry..rL ax+p I ,Job Trym Tluse Type Dh of, 0416]00 12058TOA T41 Hell Hip Glover 1 1 Job a 4oml BUMiN Comprenl5uplyJeckswrvlle,flMIA 8.010aApr 21_M16MiTek 1Mlife. F 1 195:5021] Page IO:DM/ xdGRrVCWM]Po56Yy,,p64D]EI76yOpUtyEdlG] pOMCF 38-0 6]8 700 380 2-0-0 1d8 eve SUN-t:t9a 2M II 0 4 5 Our 12 a4 a 2 10 1112 5 THD20 JU0524 ll I THINS M= 08= 380 S]A ]80 38-0 2-1A 1N %ate OINeN IXY1- ICDb0,0-2a1.12:oa-8.0.1 A1.13:O30.D2-0I.Iem-0>.bt-BI LOADING(psi) SPACING- 29T0 CSI. DEFL. In (lac) seat Lb PLATES GRIP TOLL 20.0 Plate GOP DOL 125 TG 0.52 Ver(LL) -0.03 5A >999 240 Ni 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.97 Vml -0.07 56 >999 180 BCLL 0.0 ' Rep Stress Iner NO WB 0.55 Hoi 0.01 5 we Na BCDL 10.0 Code FBC2014?P12007 Abdul Weight:3816 FT-20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Stluctual wwd MaetNng clot applied or311-3 Or,pullhs, BOTCHORD 2x0 SP Not except and verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid wiling directly applied or 1000 oc out REACTIONS. (Id512e) 1=127QN5E,5=124fvvechanlcal Max Hort 1-NQUC 21) Max Uplift 1=-151(LC 8),5=1)4(LC 8) FORMES. (Ib)-Max.Comp.Mlax.Ten.-AIL Ioma5250 go)or less except whonshoult. TOPCHORD 1-2=9801,232 BOTCHORD 1A.281/1fifi3,SA=-26111863 WEBS 2-5=1854,29,2-e=-124/1188 NOTES- 1)Wind ASCE 7-10;VUC130mph(3- and gust)Vasd=101mph;TCDL=S.opsf;SCOL=50psf;h=251q B�5B;L=24M1;savei Cat. ll;EV B;End.,GCpl=Q.18;MFRS(dlrectirvoi Lumber DO1r180 plate gdp DOL=180 2)Provide adequate purdi to prevent water ponding. 3)The tress has bean poll for a 10.0 pan bottom chord live bed nonponwrrela Mm any other live mods. 4)'This Wee hes bean designed for a live land of 20.Opsl on Ne Whom chord in all mem Mole a rectangle 3 6-0 tali by 2-O0 wide MII til between the bottom chord aril airy other members. 5)Rather to pull for truss to toss connections. 6)Provide mechanical conn won(by others)Of ime3 to baaling plate capable of M95tan0ing 100 to uplift at Ioint(s)except Qtdb) 1=151,5=174. 7)Use USP Ti(With 10 nails Into Girder 8 NASD rails Into Truss)or equivalent spaced at 4 0.0 op max.starting at 1-0-12 from the lett and to 5012 to connect Wastes)to back face of boll chow. 8)Use USP JUS24(With 106 pals Into Glrderd 106 nate Into Truss)or equivalent at 3612 from the left anti to connect truss(m)to back face of botlom chow. 9)Fit of rail holes where hanger Is In connect with lumber 10)In the LOAD CASE(S)section,laws applied to the face of the three are noted as Vont(F)or back(8). LOAD CASE(8) Standard 1)Dead a Root Uva(belenced):Wmber Immosse=1.25,Plate Increase=1.25 Union Lwde(pit Ved:1-3 60,34=Aq5-7=-20 Concentrated Leads(Ib) Vel:10=-823(8)11_=-3N(B)12=940(8) a FfE bEl4)IAm IaWR0I6a�MUbE Gs4)mv.Mpl ry -e e t Nnvm dxlbpMm MugW N9gcari�icT4 rot . h Jf.IMI Irsf 1 aN Apiary bcpryxala Mde9an ,von, e�tll q{ G lkl ut 1 1 1/. 'Md em�rsaYv. P6]MVJ lamµay ab gXnmROIMMIp M 8 ave h mi H 4mif wllfl .1L A nAO$mra,ovWMpo Ftl ga�nnrJgWkx¢e�egudp,re uoollos a,r—,TmnvU ote ,218N.L l s e31 ss+MMNg1 VAIN CIWM.DYMaN C31WMNp ConpmxM 6Nr Pn4F BM1 NIYy InbmwXm ovdWe hush Lem FWIe YMMde.110 N Lee50ea1.5Jte e11.Ne�meh VPY131t. Tnrye.FL 3Yta Job Tars Trim Type Ory Ply 0 1 O1 120%TOA T42 Ro018peClel Giller 1 1 Job Reffia20161 a tiwsl Bultlirg Component Si Jxka0nvilb,If 32256 8,010P5 Ed MpBg K" In0MQn? IIx:. Fri Feb fo 11a5:OU"If CE 11:DdybXtlCRT/CWM]P�SYytpp598KopKSycMOn?MeNWCZTBV]VBBLWBWJ41flmIZCE &OA 1160 17 Be 22Y9 26'10 2990 600 i6B 6&0 6♦0 380 360 3teb=1:513 M= 4 SWF12 dy5 ]x10= 3 4Z I 7 5s 2 1 B 1; 14 13 12 11 10 22 23 B 24 51 II a4 II 41= 4x8- 5e- TB= H14 II ILEO 4x10= THO20 W1"ED 860 1188 1]30 2290 2660 2900 600 S6B 680 5+0 380 360 Plate Otisas lX Y)- I1 O-S6 Edoel l&0«0-2a1 110:03 Q,O 111:0-2b o-2-Ol LOADING(pa) SPACING 2-00 C81. DEFL. n (roc) fiction LM PLATES GRIP TOLL 20.0 Plate Chip DOL 1.25 TC 0.85 Ven(LL) -0.24 11 x989 240 MT20 24M180 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Ved(TL) -D601Y13 >591 180 BCLL 0.0 ' Rep Stream lncr NO WB O" Horz(TL) 0.0 8 Na Ne BGDL 10.0 Code FBC201MTPI2007 Made,MS Wegbb 9811, Fi=2o% WMBER- BRACING- TOPCHORD 2x4 SP Na2'Eswpf TOPCHORD StmcWral wood sheatNng dimes,applied. 43 2.4 SP BE,S6:2x4 SP No.1 BOT CHORD Algol ceiling direct applietl or 1000 co,bredng. BOTCHORD 2x8 SP No.1'Except' &12:2x8 SP SS WEBS 2a4SPNo.3'Except' 411:2x4 SP No.2 WEDGE Right:2x4 SP No3 SLIDER Lad 2x6 SP No.21E-0 REACTIONS. iftifi e) 1=14560.5-8,8=2452105-B Max Hou 1=-04(LC 23) Max Uplift 1=171(LC 8),818) FORCES. (10)-Mu.Comp.RAsx.Ten.-All IDrces 250(Ib)or less except Mui shown. TOPCHORD 1-3=-2524/324,31-2425YJ1.3,45=d86W8B0,56=4151/550,6]=4"Bria)9, ]-8=-5109/8]4 BOT CHORD 1-14=-2362264,13-14=23&2264,11-13=18]21]1,1011=-492/4151,9-10=590'465], 8&9=-590/465] WEBS 413=W109,4-11=401@848,511=-208p/J53,&11-458/8]5,8-10=16011409, -9=-163/486,)-10=861/139 NOTE& 1)Unbalanced root live loace have been corwashea far this design, 2)Wird:ASCE 7-10:Vult=130mph DAmond gust)Vasd=l of mph;TCDL-S.0psl;BCDL-Sapsi;d=25X;Bd5Q l=-i eave=4lq Cat. II;Exp B;Encl„GCp1=O18;MWFRS(direrf oral);Lumber DOL=1.60 plate grip D0L-1 60 3)Provide adequate drainage to prevent water polling. 4)This truss has been desimoct for a 10.0 pal bottom chord live lead nonconcunent with any other live loads. 5)'This turas has been designed for a INe load of 20.Opsf on the bottom chord In all areas where a rectangle 380 tall by2-0-0wide will fit baween the bodcm chord all any other members. e)Provitle mechanical connection(by othem)of tams to bearing plate capable of withstanding 100Ib uplift at INm(s)except lic M) 1=1]1,8==14. 7)Use USP THD26(WIm 1W nags Into Girder 6 NASD male into Times)or equivalent at 24 0-12 from the led and to connect bramms) to tram lace of Whom chord. 8)nil all no holes where Winger Is In contact MITI IUmbar. 9)'NAILED'imdcaes 3-104(0.148'x3')or 3-120(0.148'x3.25')toe-nails.For more details rater to MiTe6's ST TOENAIL Detail. 10)In the LOAD CASES)section,loads applied to the lace of the lass are noted as front(F)or back(B). LOAD CASE(S) Standard cess -Velly bYanps'enxnva..a..as iMadNa aIci MIIfRNAfN .VA4a M6i1A nv.mood"', BEisaEYeE ,i Ad lucre orN WA MIe4A c«vcd N.ftsi a pj,,nl , m a NM Mi mi n l«m MA "dl lgc«npawat ml dM1wnyel«n...mn.1.yJM,p WisLjm mil vnlN iM4P'h[telN.1mNolf+'d—I-m'1p,.1,1�wl�x xIh UESkIn MO Me ovmdl Mrp wilds, a«MM ,.NA nuyreveNWCYa,yorlrclM[lu�'Ivawetl m]/«cMamamlNlsnuv. Inn«W adR numla¢xp M k' h<Ywayi repletl l«akiLlhan0lopev«4cMIgw MTIwWAe Wlsurcx feat'«tl WWc`Iy MxnoDe,r«p«wltl pukNacerr¢xrYy O,e Idk.aMibl«We.tlaY'relV.era:blaN hncmgolln�[m[I lnm Weieme NreANEMI1GWIh CMeM1a.M44V aq KlI WIMaq ConVOInIII WW PML 9ygwaYomrllpn a.+MAe M1an Ilrn fble KOINa.RIa N.lee mM1eel,aIk312 OMxav1M.VAYLl14. Tura,FL scam 1M10 Job T. T.Type Oy Ply 0C1<T t 12068TON T42 Root Special Girtler 1 1 Job 2016 Mice k Indnnslf Builtlllp Comporeld Slgply, J¢kwnvilb,F132256 B.Opo55Y,02016 MITeklycMQes.IncrWc Feb 101105:51201] Pepe2 I :DIIyDXtlCRiVGWwOPo5.5YyzpP69-sKogKSycMOnOMeerWCII9V]V6tl W09WJ41FlLnZCE LOM CASES) Standard 1)Oaad r Rao1 IJve(balanced}Lumber Increase=1.25,Plie Illcrease=1.25 UN1olm Loads(p11) Verb 1-4=$O.4rxED.SE0.6-�E0,15-11i=-20 Obroemraled Loads(IC( Vert 22=-1223(F)23=1 e(F)24=-13T(F) A MI.IoaatlyYylmin�eY poonan XO/eo Pr1Min—f.Wfe Noo—liio.IA6E.V)Inm.la0YA16 eEPoMVSE mag�.aalmmo mvwlm vnaw�onr�m..lmawla�sm�emvw>«�w�mrsa.....aaeli ware eomwrwm not M M1an relwoni,osw:.`F, xr nx®1vally ll¢cq>1caAMMMnii..,a—..onmlYM:nWam mR N1�InI011ie waW warea�n. a«siP kxrneaaroP�a�anlo-aampax.mun nnn wao..wmol..�amo�nbe� oar.B�+aeo,a bmPrnwmNPwnvanln2md 9 bdwil7�tlglaW kx iMt+rMaMlo pevanlcdlW®wlm(++�+b�W kery�popadyanw6r_ fa[g uad gam�ce��mpme IdMcalblslwq}.tlaWny aeclbnatl Maclp of MmcesaMlnm MlemiwA1451/IpIGM1y CMxb,MBMatl aC91 WY]np Camponxa WB4Yeb EslaM4 SOMylNamaXm a'Nmletwn Inmpule MXIWe,41BN.1ee Saee6 aWIe31R,Nerau'Ic.VRY1d 10. Twrq,f1 X810 JOD Tmm True Type Ory "y 10414702 12056TOA T43 Roof Specal 1 1 Job MRefe MjT oral BWIdIp component S1gp1Y, JackWmilk,Fl312fi6 8.010 a YyGppMITek2Y*tE w,Inc.C2 For 101195:52201] Page 1 O.Dlryb%tlCR7VCWVAPo6 6Tyzpp89-(WM2TozE]kws_IIC24.Hi001OHWOaIUTD B00 1189 1550 2L90 2290 2PP0 220 5&9 388 S4-0 2O0 FPO Goes.1,61.2 ®e= 4 22 6 CU F12 66= Wit 21 6 2W IN 3 292/ lea- 20 2a q 2 a I 9 e 12 z] 29 n in 9 4e12 II = M 4x10= 4x5- US 11 IN-3 15.58 8911 2990 P1-3 ]313 54-0 &PO Plate OBeete IXV1- 11'0.38 Etlgel 16:0-0402-4118'02-121}1-51 LOADING Qni) SPA CN(4 2-00 M. DER. In Qac) Well t/tl PLATES GRIP TOLL 20.0 Prete Grip DOL 1.25 TO 0.59 Ved(LL) -0.201012 .9119 240 W20 244/190 TCDL 10.0 Lumber DOL 125 BC OSI VedCrL) -0.521012 X690 180 BGLL 0.0 ' Rep Strew Inv VES W B 0.49 Hoa(TL) OOE, 8 We IVa BCDL 10.0 Code FBC2014 TPI2007 Matrix-MS Weight 14916 17=2096 LUMBER- BRACWG. TOPCHORD 2x4 SP No.2'Exoept' TOPCHORO Structural mod sheatifng directly Applied or 32-11 as pullire. 1-4:2x4 SP SS BOT CHORD Rigid celling diredly,applied m9-413 oc owing, BOT CHORD 2x4 SP No.2'Except' 1-11:2x4 SP No.l WEBS 2114 SP No.3 WEDGE Right 2x4 SP No.3 SLIDER Left 24 SP No.22-00 REACTIONS. (Idslze) 1=119405-8,8=1190Po86 Mex Hoa 1=-74(LC 10) Max UplM f=-132(LC 12),8=-131(LC 12) FORCES. RM-Max.Comp.IMax.Ten.-A t forces 250(lb)sir less except xnen 511own. TOPCHORD 13=-20131402,34=1882/398.45=-2473354,56=-220W465,6-0=203W429, ]8-22fid449 ROT CHORD 1-12-277/1]?/,10.12=194151],941 -279/1865,8-9=-3512018 WEBS 4-12-17/36],4-10-2M291,510,118 4132 2,6-10=-]8/433,8-8=-331380, ]8=-26&126 NOTES 1)Unbalanced moll 1Me Inside have bean considered for IDIS design. 2)Wind ASCE 7-10;Vu11=130mph(3-second gust)Vasd=101 mph;TCDL=S Op d;BCDIaS.Opst;h=2511;Bbl t Ir30ft;save-1f1;Cat. II;Exp B;End.,GCp1=0.18;MFRS(directorial)and C-C Eid florp)0 0 0 to 34-0,Inry M(1)3-0-0 to 11-58,Exleool(2)1188 to 14-8 8,Infellor(1)15-50 to 29-9-0 zone$C for membere and fomes 8 MFRS for reactions Shown;Lumber DOfa160 plate gold DOL=leo 3)PmNde adequate drainage to prevent water bonding, 4)This truss hes been designed for a 10.0 par ovva chord live load Ilonconcurrem with any other Ilve loads. 5)'ThIs mass has been designed Im alive load of 20.OpSf on the bdlom dlord In all areas wrier,a reclaEDla 38 0 tell by 2OO wide Nil fit Women the Doftvn chnN and any other members,vMh BOOL=10.Opsf. 6)PmAM mechanical connection(by otters)of truss to bearing plate capable of wlihdandirlg 10016 uplift at pint(s)except 6I=11b) 1=132,8=131. Damn sNe-aVv .."b Mw46FAP2N01f.a] fIABE/R]lAml00]9h1isviscera,rg,r— ttni.roe ..,Ass. 1SMt nPelae 1re.11¢UIMq,le4al m�sl wnlry°,e q{1kdNty d tletlgl psanatem aM gognry hcwFwde°J[IIm4T Into Ila mall ia�..oN,.ree lol�n°a4i�v mid w°ve.°anieollwmxnrle °El+r�wna>mly mnwi'r9elalae Iew�a�ne�nlndlre s IanikoRMiWape.tlrvaNcwersOcn mlMacxyolMmiUxl fiusry[IemS reaAN9VINI GI1Aly CIMIo,O5Bd9aq aCY suYTEcaermnem WM.FMB1A. fytlyYpmyl4n a�tllYxa flan wv Pain IssMAe,119 N.tee3llaet SJH312.Hee�a'tlw VARY]14. Txlp,FL.1e Job T. Truss Type 1]ly Ply TIN14M 1201 TO Root Special 1 1 Job oBorei BdklirS Component Supply, JadvomilN,FI32258 Split.Ap1202016 2o16 M,T M1Tak I sul2ys,IIx:. Fn Feb 101195:53281] Poe 1 :Dftlitan PVCWYAP�SYytpp69aiw010_sul2�cmEelbxEwGN1'MBtOtlUmEZPJEmSCC ]e-0 11 88 135-0 441 1 4e2 24210 2980 Y60 028 1-60 114 1-42 SStD S68 Scale=131.2 1-1= we- 561 5 6 'bb 11 ]ldo� 6.00 12 4 B 3 p 16� 0 9 59G g A 2 10 ¢ Id 15 14 t3 12 11 4x12 11 4ss= 4.10= 3rt- ass= 2z4 II Sal II )8O 100.11 1350 Ud44 190-0 242-10 D9L ]d0 2811 ~ 3Ls &111 ss10 568 Plate Offsets L E a 4,08 .E 5:03-0Etl &O0.7E 8:04102) 100.2-12O-0-B LOADING lost) SPACING 280 CS, . DEFL. In (lac) 1Me11 "A" PLATES WIP TCLL 20.0 Plate Gdp DOL 1.25 TC D.92 Ven(LL) -0.141618 .999 240 erm. 244H90 TCOL 10.0 Lumber DOL 1.25 - BC on VenQL) -0.3815-10 .831 1Bo BCLL 0.0 ' Rep Stress Inst YES WB 0.32 Hot¢(TL) 0.10 10 We Na BCDL 10.0 COW FBC2014RP12007 Matrix-MS Weight:16111- FT 20% LUMBEW SRACING- TOPCHORD 9r4SPN0.2'ExcepP TOPCHORD Structured smad sheathing directly applied 1-5:914 SP Not! BOTOHORD Rigid ceiling directly applied or l0-0-0¢boating. BOTCHORD 2x4SPNa1'Except' 10-13:2x4 SP NOi WEBS 2.4SPNd3 WEDGE Right:2x4 SP Na.3 SLIDER Left 2x8 SP No.22-0-0 REACIIONS. (IWel2e) 1=11901053,10=118WO58 Max Hoa 1=)4(1_010) Mex Uplift 1=4321LC 12),10=-131(LC 12) FORCES. (lb)-Max.ComioNax.Ten.-All form Ob)or less except when shown. TOP CHORD 13=198]1391,34=-t]6W314,d@-1833/363,6]=163&415,]-8=-1833/415, 89=1923136],&10=-2330/924 BOT CHORD 1-15=268/1]30,1H5=-ZOWt618.12-14=-236'1)23,11-12=3382099,10-11=-33&2093 WEBS 812 ,962,412=-044/11].]-td.3251126,414=-10Wd34,41�-117338 NOTE& 1)Unbalanced mot live loads lave been considered for this call 2)Wind ASCE 7-10:VUt=l seal(3sacond gush Vaac-101 mph;TCDL=S-0psb BCDL6.0ps1;h=25ft;13=ISII:1-3011;save-4R Cat. IS;Ely B;End.,GCp1=0a 0;MFRS(didealonN)and C Extending)06Oo to 3-90,Intedor(1)S-O D to 114 ,Etle8oN2)11E 8 to 21-9Q Interlorll)21-8 0 to 29-90 zdre;C-C for members and tomes&MFRS for sections shown;Lumber D0L=180 pi grip DOL-1.60 3)Proved atl6quate drainage to reason rater mantling. 4)This truss has been designed for a 10.0 paf boftom GLOM Itve lead nonotodurrent with any other live load . 5)'This truss has been designed lar a live lead of 20.Oped on the bottom cl In all areas where a redalgle 3fi 0 all by 2-0-0 Md. Mil fit betwa in the bo8om chord and any Whet member. 6)grounds mechanical connection(by others)of Iran to deme,plate remade of Withstanding 100 to uplift at lolllt(s)except Qt=1b) 1=132,10=131. 7)Graphical purin representation deal net deplat the are or the onenlafim of me purlm doing the top ander bidders chord. Q w1.."AYpn{vmMss.sead a0IE6 EM des.MELNa®Y2NaEEEN4NCE PoOENs.-I .YAI6 BEfdIl . Osseo M"iw W.xlxh Mb1W canecMw Rb cosen 6029')unit-mermen ewwn rn..on IM..[u"od-O"nent m1 IaadYV IIIndea Mlaa u6.Ile1Jt10rMlblwl mulvaMYlla 4[aedylVWdn9�WmrelaxaW geR+lVhcc+0.'rol>Riveedroub mnoverW BMpL S:WtlbbpeVia4tlLgtlbvaulttl MnweDeM/w ctrvG melnMrteNY./vlGbxl lmnpmyadlainaWeM 1g bdaq'e repYMlbl4kl�YUW bPe�ece�eMImGbMe MIWY4l9xYutlpcywlYd�n4"'e Ia�ertl P4�a�Na�BTe bMa6t Mope.tleMry.ereCIpIRAIM(ICYpdMeutlbnePla�c aeMX61/RII WMY CiewW p9Bd9Yq BCN 4af�PCmnwuW 6%4 PaM FwtlBW. aytlYkbmdm rnoftlahmiN®RapbMl N.218 N.WSbML 911-91 S.Nemua4 Vh2R314. Tanp,FL Sb1a Jab The's Truss Type GN PH T1041470,112061 T45 HD 1 1 Joe Reference Soo ) riel &iMinp Comporrent6upply, Jed¢ornille.FI 32256 B.OtaeApr 202018MiTeblr✓JusNesIFit lFeb101f:06:64201JPoge1 IC DIIy4X4CR?VCWM]P�SYympe&GVTpzU?UNeDWSMOBk]M812C4pVb3dNlHlysg2mZCB Bt-12 t280 t&BO 2274 AM &192 S1W 4-9.0SIdI ]-192 SpN.1:506 % ll 56 II 4 22 23 s 5.00 12 4M 4 21 24 y5 0 3 S Are i `0 26 2 1 I �a 12 11 1 10 B B 4x12 II W 1 41= m= 2x4 II 4.5= s99z 1z-00 to-6o 22-]N 21 P 6492 5109 4Po s10-4 ]-N2 Plate OXeel MY)-- 11:0-38Ed]e1777:62-1201-51 LOADING (pat) SPACING 2UO CM. DEFL In R.) Wel UE PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.83 Ve4(LL) -0.33 &9 AK* 240 MT20 2"190 TCDL 10.0 Lumber DOL 1.25 SC 0.89 Ved(TL) -0.59 8-9 >608 160 BOLL 00 ' Rep Slow Incr YES WR 0.60 Hr¢(TD 0.09 77 We Ne BCDL 10.0 Cade FBC2014?PI2007 ml Weight:1431E FT=20% LUMBER, BRACING- TOPClil2114 SP No.2'Except' TOPCHORD Structures wood sheal9rq directly applle0 or 2-20 op pudlns. 11:0c4 SP No.1 BOT CHORD Rigid telling direnly applied or 9-411 co bladng. BOT CHORD 2x4 SP No.1'Except' 77-10:2x4 SP Nn2 WEBS 2x4 SP Nil WEDGE Right:2x4 SP No.3 SLIDER Left 2W SP No.22-0-0 REACTIONS. (Itesice) 1=11900) 8%77=1180(050 Max Harz 1=d6(LC 10) Max Up R 1=-132(LC 12),77=-131(LC 12) FORCES. (b)-Max.Comp.Mtex.Tan.-All fames 250 gb)or less except wllen shrove. TOPCHCRp 1-3=-18911398,3-0=-1]0]61g),4- -153fl/999,5b=1773313W,&]=22881445 BOT CHORD 1-12=31x5N]fi0,1192=305/1)80,9-11=21 W1538,&9=3512 051,Y6=-3512051 WEBS 311=30&107.411=-l513 4 5,5R,=-277/39,6-9-fi774/164,68 1250 NOTE& 1)Unbalanced root live loads have been considered for the design. 2)Win&ASCE 77-10;Vdi 30mph(3eepond gram)Vasd=101mpb;TCDL=5.0psl;BCDL=5.0ps1:h=25s;B-4511:L=3011 gave=411;Cel. II;Ery B;Eril GOpk0.18;MW FRS(dlreclionaq and C-C FIIeMr(2)0,0-0 to 3-00,Inledor(1)3 60 to 12-0-0,Exballor(2)12-0-0to 20.11-15,Intellor(t)2&11-15 to 2980 zone;C-C for members aid forces S MFRS lot a rclions shown;Lumber DO1Bo plate grip DOL=1.80 3)Provide adequate drainage to prevent ander pending. 4)This sues has been daregnad for a 10.0 pat bolem photo live bad noncmmuredu Mlle arty other live loads. 5)'This truse has been designed lore live load.120.epet on tha bottom photo In all areas adhere a rectangle 3 6-0 tall by 2-0.0 adds MII fit between the bolorn chord and am/other members.Mie BCDL=10.0ps1. e)Provide mechanical connectlm(by olhem)of truss to beading plate capable d w11115tanding 1001E uplift at lolnl(s)except gtdb) 1=132,7=131. Q wANXNa-easel PVM ashswtedd Ea.IIXE Atha NLLVOEOWExeEFEnAXCE PIOE Mi)<)]nr.ucwr15 aEPoNEVSE ressonWNlaure.1. d'Mbavm¢ _ IM neater.lta .1WerNmrehea cuapw etml InmwA9p.Belvin va,NeIwl[lp ch4lrw musivallyIMaipNwlllNol tlei�lvm,elearxl]xvL^+�IY -`ins'o1a Xie 11¢11v lnb heervay WQ4GeYan 9�tF9 veevvletlalvprvmiMZNxp M1MNgW nus vreb O1lla cM1UUlnemW. cm p.MkPnarxlanpam� nl lx ly k• actwanrewmaslmavmno worenrwu�ewm�n+aue cerore M.r me Pvl+'+ry mm ,. . „��a1ax�«repvonme Nsins, bn Laq,'e.tlHNeryru H—oia.ouni Ilea Iver Mm q[IemSteeANN/RII pnIryC v,ae0-09aM 8C51WWMp Canpaxnl WW P. FY BMtl. OyNy Nmrubr arvl�xYi 4vm Inm FWle InsliNle,21BN.lee SImeL P)b312 NeRmlrla VPl'YVIE. Trip.iL 3Y10 Jab Tragi Thom Type --. --.-- Ory Ply 7`10114705 12056TOA T46 Commcn 1 1 Job nca o Bmel BUMiRadial,Complw onl5uppty. JMkpwi elle,FI32256 e.OtO4Apr202016 2016MITBk 11IBSMea Inc. Fir FOD 10 2017 1 Ipphb%dCRrvCWwSSYy6Bk6tBAg0OINrFAISePJLIEW210grtWO7KCA 740 td-1-B 2t-SO 2840 _ 010 ' Yab=1Sod NO '.I 4 sM 12 a6, 10 5 a4 3 5 SIB% IB 20 2 ] 9 6 10 21 B 22 B 4a5= 31Ia vII 4x5= 4x6 .12 II BN 194-12 2PPO B]d B60 f4]d Plate Mines fXY1— I '030 Etlp l 00.2-120.1-51 LOADING(pc) SPACING. 200 CSI, DEFT M (loo) boefl w PLATES GRIP TOLL 20.0 Plate Gulp DOL 1.25 TO 0.64 Ven(LL) -0.37 &10 >062 240 M]20 244/190 TOOL 10.0 Lumber DOL 1.25 BC 0.75 Vem(l -0.70 &10 >507 180 Mp20HS 187/143 BCLL 0.0 ROP Stress lncr YES WE, 0.28 Hora(TL) 0.07 ] We We BCDL 10.0 Code FBC2014]]PI2007 extra OAS Weight 13611, 17=20% LUMBER- BRACING, TOPCHORD 9W SP No.2-EKepC TOPCHORD SWCNral wood sheathing analogy applied or 92-5 mpuNrs. 14:W SP SS BOT CHORD Rmd calling dial applled or 1000 m bmcing. BOT CHORD 2%4 SP Nc.t WEBS 2x4 SP Ni WEDGE Right 2v4 SP N0.3 SLIDER Lee 2x05P Nc.220.0 REACTIONS. dbeize) 1=1190100.541,7=1190005-8 Max HDrz 1=-69(LC 10) ON Uplift 1=-132(LC 12),7=131(DO 12) FORCES. (Ib)-Max.Comp./Max.Ton.-All forces 250 jib)or less except vfien shows. TOPCHORD 1-1-201556,38=1862/3]9,46=-1984599,6-]=222]/403 BOTCHORD 140=-2]O/1T29,0-10=145'1345.7301/19]9 WEBS 910=-331/1]4,4-10_55/539,48=-0]039,&8=441201 NOTES, 1)Unbalanced rood INN loads have been considered for the design. 2)WIN ASCE]-10;Vult=130mph(3-wand g11st)Vasd=101mph;TGDLd.Opsl;BCDL=5.Opsl;h=25X;BA511;L=3D91 aame ft;Cam. II;Exp B;Encl.,GCpi=0.18;MFRS ldirsctionaq end C-C Ex1eMr(2)0.0.010 3-0-0,Imeliorh)3001014-0-8,EYdenorM)14 46 d, 18-]4 zon,C C for members and tortes 8 MW FRS for reactors waren;Lumber DOt_1.60 plate grip OOL=180 3)All platen ere MT20 platen unless otherwise Indicated. 4)Tnls tares hes been designed for a 10.0 pat art ml choN live load noncomurrent with any other live IDads. 5)•This Mss hes been designed for a live Toed of 20.011 on the bottom MON In all areae where a recalgle 341-0all by 2-0-0 wide all lit between the boXom chord and airy other members,with BCDL=10.opla. e)Provide mecharecai connection(by others)of mass to bearing plate capable of withstanding 10011,uplift at joint(s)except gidb) 1=132,7=131. AWIPN -aem,4eagn pe--.sMaE10 some ne mer lIa WCLWEe WIEx eal9lINLE..a all m..x0IfI0aEV5E �LJ�WYJ IwueolYY s4m MIIekNcmwhxs.Msaf Wg�k4atti Mr'ulxn Ixwemol,m.Nrunt mtlhlw m MINQM LtiM�m wrnGa�eni,rof aNlagLstaeMa us.IbdIMLg OnMW mint vwlh mn, f Hxl flasl(p[.wanela'sauf pow:IIY YK,xpxalemN W.9{minb X¢ervmal �+om+w+ Bann x.>anwale w=emfmmlm°rima Linu4 anaww awaw� wr. uunony cwwmawn mbl re MR6 tatxq�lMW1 b�fktaMy rsrtf lopnvenl wAlgz¢rrltll posYAepnwnl xwp rnlgwyiY Wna/r..rw pmwh y4loce�eyvtle Ma NpkukytppWa.tlnlNaryaec4lnm[Ilx,xkpolMmarmltrwxW,.xni velNB/IPII OuoYly C4B�Iq M6a9avI K5l WYlnpCwryallxe edea Feb EM BN4. yey YYumdm wattle M1an 5�ILb MEMe.11BN.1ee5eee1.5JRJ12.NeeuMM VRR1J14. Terlpe.FL 30610 Job Tmsa Tiles TYpe Oty Ply T10114708 12056TW T47 Co. 2 1 Job Rel2016 Mice(Optional) dNl0irg CDINpdMmt Slgply, Jacksonville,FI32258 8010 s Apr 202016 bZN IByQI ea,Ire. FII Feb 1011:U6:5 Ww Page 1 ID: DXOCR?VGWwOPOS_SVyzpp6PCHDZNA01ByOilPWpJeBazLgPRUOJ9R?46M3wZvni ]0d 14L6 210,8 2PB0 ]i0 ]-03 PPB 810 Sulo=1,84 8iB= 4 5Ap12 18 ad �l 5 '1, 'db A \\ 3 6 5*e% 10 21 2 0,Q 1 ] d 10 22 9 23 0 br5= ..hr 0H6= 45= 4411 bxlz u 9.71 1—a 29QI-0 9,741ase to-zb PNt O9mN(XY1— I1103E Edp 1 9'0.2-126 -51 LOADINO(psi) SPACING- 2-60 CSI. DEFL In Ila) pried W PLATES GRIP TOLL 20.0 Plate GOD OOL 1.25 TO 0.65 Ven(LL) -0.38 610 >916 240 MF20 244/190 TCDL 1U.. Wmbar DOL 1.25 BC0.74 VeMTL) -0.71610 >503 IM W20HS 181 BOLL DO ' Rep Stress mot YES WB On Horz(TL) 0.07 7 Na We BCDL 10.0 Cotla FBC20141FPM07 Matfix-MS Weight:13811, FT=2036 LUMBER- BRACING TOPCHORD 2x4 SP No.2'ExeA' TOPOHORD Structural wawa sheathing direcgyapplle0 or 332 oc purlins. 1-4:2x4 SP SS BOT CHORD Rigid calling directly applied or 10.0-0 M bmdng. BOT CHORD 20 SP No.t WEBS 2x4 SP Nci WEDGE Right:2x4 SP No.3 SLIDER Use 2x8 SP No.2200 REACTIONS. (IbO1ze) 1=119&058,7=11901U-5-8 Max Horz 1=90(LC 10) Max Uplift 1=-132(LC 12).7=131 dLC 12) FORCES. (th)-Mex.Com Nmr Ten.-A1l forces 250(0)or lass except when shown. TOP CHORD 1-3=2014fJ84,3i=1631/384,4-8=198&384,67=-22321369 BOT CHORD 1lR-24917]9,8-10=-12]11330,78=27&1964 WEBS 310=-344/188,4 10=521550,48-11168=45&185 NOTES 1)Unbalanced mot live loads have been commaretl for this design. 2)ARM:ASCE 7-10;Vu1k1 Worth(3-second gust)Vaso=101 mph;TCDL=5.OpeC BCDL=SDpsl;h=25X;BASIL,Ir30ft;eeve=ift;Cat. 11;EV B;Encl.,GCq=0.18;MFRS fiflow Tonal)and C-C Extedout!)0-0-0 to 300,IIBerlor(1)31to 14-4$E#prI 144 8 to 17382 %C-C for members and forces&MFRS for reactions shown;Lumber DO1n1.60 plate gap DOL=1.60 3)All plates are MT20 plates unless otherwise Indicated. 4)This rasa has been designeC for a 10 0 pet bottom cora live load nonconcu0 at spin any other live loads. 5)'This house Iles been designed for a live load of 20.0fs4 on the bottom word In all areas where a re relgle 3-6-0 tall by 2-00 slide will fit belwaw Me bottom chord and any other members,with BCDL=10.Opsl. 6)Provide mechanical connection(by others)of truss to D6atlng plate capable of withstanding 10011,uplift ai joint(.)ma eat gt=11,) 1=132,7=131. 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Telrye FL 3]diw /Job Tve Truss Type - ON Ply T10414M7 12056TOA T48 Common I 1 _ Job Refererse(0Dtone1 BVNing Cnmpe mSupply, Jacuressaw,F132256 - 8010 sApr 202016 MITek IM�s0ies,Ian, FII Ford 1011A5:5]201] Poget ID:Dftyb%OCR?VCWADPo5 SYyzpp69hU90Wl NyGYB4Z5?tspWmNV119owWDhE%1S?anZC8 7d0 13U0 14da 1680 21 as 20170 ]10 SBU l." Id9 ' S6-0 a10 Soele 151.2 3W— 6= ve= • 5 6 5.00 12 a40 d 21 20 ] a 5A% U) p 1 6 a fl 23 10 9 41= 3x6= M5= 66 II 4x12 II &]d 181-12 2Pa0 4]d a69 1a]d Plate O6 d(XYI- 11 O9E Etlpel l '6aO o-2-01 fs'0&0 D301 t80-2-tzo-1-51 LOMW (paft PACING 2-60 CSI. DEFL In goc) Viten Lid PIATE6 GRIP TCLL no Plata Grip DOL 1.25 TC 1.00 Ved(LL) -0.38 9-11 >936 240 MRO 24M190 TCDL 10.0 Lumbar DOL 1.25 BC 0.8] Ved(TL) -0.]e 9-11 >457 1B3 BOLL 0.0 ' Rep Bftead Ina YES WB 0.27 Horz(TL) 0.05 8 We We BCOL 10.0 Code FBC2014RP120D] Manx-MS Welehl f34lb FT=20% LUMBER- BRACING TOP CHORD 2W SP N0.2'Ex0rgor TOPCHORD Strudural wmtl shratHg Clrecdy applletl. 1-4:2x4 SP No.t BOT CHORD Rod ceiling tliradiy appile0 or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.I'Except' b 10:2x4 SP N0.2 WEBS 20SP Nu3 WEDGE Right:20 SP No 3 SLIDER Left 2x8 SP N..2 2-0-0 REACTIONS. (IWslze) 1=118N0-5-8,8=119ODb-8 Mex Harz 1=-82(LC 10) Max Uplift 1=132(LC 12).8=-131(LC 12) FORCE& (Ib)-Max.Comp./Max.Ten.-AN fomes 250(Ib)or less except when shown. TOPCHORD 13=-1999/401,&4=-1825/393,6-]=-19]2/419,]b=220]/4W,4-5-1626140. "-175&422 BOTOHORD 1-11=-29711760,911-17&1345.8A=-327/19M WEBS WEBS 3-11=-28•/16],511=-51/508,59=-83901,]-9-391/195 NOTES 1)Undefended roof live load have been considered for this design, 2)Wind ASCE 7-10;VJ1=13Omph(3-seoond gust)Vasd=101 mph;TCDL=S.Opsf;BCOL=S.Opsi;h=25X;B715f1;L=3MI;eave=4ft;Cat. II;Fxm B;End.,GCd=0.18;MW FRS(drectional)and!C-C ENerlor(2)O0-0 to 330,Imedor(f)3-"to 1380,EOedor(2)f 80-0 to 15,9-0.Intomr(1)19-11-15 to 29-90 2a18;C-C for members and forces 8 MFRS for readlons shown;Lumber DOL-f.60 plate grip DOL=1.60 3)ProvIde adequate drainage to prevent water ponding. 4)This thas has been designed for a 10.0 psf bottom chord IIVe bad normoneenent At any other IIVe load. 5)'The truss has been designed for a Ilve food of 20.Opd on the bottom said In all areas where a rectangle 3E 0 tall by 2-00 wide All It between to bomm chard and any other members,AM BCDL=10 opsL 6)Provide mechanical comedian(by others)01 truss to bearing plate capons Of wfMetarltling 1001E uplift at jdm(s)except Qt=1b) 1=132,8=131. Q WAMO/aVw0x4anpnpawewweMaEPPNOrea QV IIYb ANOWCIaeEe MIFk BHFN4NLEY1aEMi)4Am'.IOOLNIeaEfOM BdE IAag�Wkl la rrsemlvvAm MnellAccn,ecim MOap�klxetlaYY W^rl r>Ranelend=aMelw m eMN,ilwl dAtArgcwnnuwM roi nOw'rnlan.Orae,l<e.the.,s p Calyva mutvenly two upper ssay o1ueden hommaa:and wMonv rv'.M mk tk9m n10the ovool ./ hvwal da 1plruA- ledhlopevenihlctllrydYMNL1111mwaDultl/w ctMtl memisrsaYY.A6]dd wrrKK+rW9-W(rwT}anl da]ry tlwap leWW kx AdMlYablo PeVanl ccAWO Wlnrcade pxm4Y}aym]pc{Iy6arNVa.fq Bmna gkbca re0vJp11¢ NLnkmIM.rlon p<ItlNmY aacMndn"daorof muwimdl�M masMXsQsd Gr iIYCNxer,DSY�W 9-q K!I WMn9DUXW�1 ILW FILase S wai InramaXm ov�4W{e hon Inu Rale MXMe,RIB N.Iea Slreei.Sire 312 NexaMla VP 221i<. Tenpe,FL Y10 Job T. Truse Tyge OIY Pty TIM14M 12056TOA T40 Rolf Special 1 I JOE Paiererce o 4onsl Bolding Component BMW, Jackeamiils,H 32256 0.010 a Apr 202016 fall ex IMustees,Ire. Fn Feb 1011:05:6]2017 Paget :DIIybXdCR1VGWaQPa5_6Yyapp8 hWAWINVGYW67ts91PmNVnliWIDWMS?z CS S]-02 1190 1]$0 23 H 9-114 2P44 S]-12 SM fli 5M a-104 1Jd 3caw.1:50.7 6 6 11 gee II 4 21 22 23 24 5 5.0112 an 7>�: 4E i 61 3 3 Red II 9 Be to ] 8 ' r I4 13yyyl.� 12 11 m e M12 II B4 II p5- Mtib 4e5 4x5= ba= = tt-00 1794 Z1.td 27914 ter" li 514 690 544 ata4 tib Plate095¢15 - 1:030 Ed a 10:02-0 0.2-0 LOADING (ps) SPACING 2-00 CSI. DER in go:) IMSX Lb PIATES amp TCLL 20.0 Plate Grip DOL 1.25 TC 1.00Al10.11 >636 240 ML20 244/180 TCDL 10.0 Lumber DOL 1.25 BC 0.66 mbTLi -0.581011 >596 180 ML20HS 18]/143 BCLL 0.0 ' Rep Sirees Into YES WB 0.38 lHorz(TL) 0.08 9 Ne Na BCDL 10.0 Code FBC2014/TPI200] Meldx-MS Weight:147 IE F1`=20% LUMBER IiRACING- TOPCHORD 2x4 SP No.2 TOPCHORD Struduml wood sheathing tireddy applled, except and vedicela. BOTCHORD 2,4 SP No.2'Emepf BOTCHORD Rigid telling dlrectly applied or 109-0dd bidding. 1-12 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 ZOO REACTIONS. gbhlze) 1=110070-5-6.9=1168IMeMankal Max Horx 1=6 11) Mex UPIIB 1=129(LC 12),9-129(LC 12) FORCES. (Ib)-Max.Comp.IMeX Ten.-All tortes 250(Ib)on tea except when shown. TOP CHORD 1-4-1929/385.3 4=-1757392,45-1 W8 W.SA=9]80/368,6-0=2111/384 BOTCHORD 1-1b--MW1]15,13-14-3MI715,11-14-2331180810-11=-321/190],9-10=24]/1328 WEBS 314-299/134,4-13=0'342,S11=N3]4,8-11-509110,]-9=-169/1343.Y10=-]51600 NOTES- 1)Undefended roof live loads have been wnsMered lot this design. 2)WIM:ASCE 7-10,,V llol Sinnott(3-sad0nd good)Vall01 mph;TCDL=5.0i BCDL=5.0psf;h=25ft;B=e58;[�Itt;sov o ut;Oat. 11;Ext,B;Endi.,GGpi 18;MFRS(diredlmi and C C Exlehor(2)010 to 3-0 0,Intaiii 3001011 00,Exteni I1-0-0 to 2008 Interor(I)2040 to 27-11-8 mne;C C for members and fomes 6 MW FRB for reactions shown;Lumber DOL=1 Ad plate gdp DOL=1.50 3)Provide adequate drainage to prevent water ponding. 4)All plates are MT20 plates unless oth merse Indicator. 5)This truss has bean designed for a 10.0 psf bottom chord live load nonoonwnenl aim any other live loads. 6)'Thos times has been designed for a live load of 20.OMf on the ho9om chord In all areas where a rectangle 3d 0 tall by 2-0-0ame, will fit between the bottom chord and any other members,who BCDL=1Odpsf. 7)Refer to girder(s)for truss to trues cannedlons. 3)Provide meehonlWl connection(by others)of mos to basing plate capable of wdllstanding 1001E mount at jo our)exCapt jtdb) 1=129.8-129. Q WIXX - MrypWpnparmy�eresMaE4a Nafaa ON]l6M'p MdIVOEO MIEN PFfaMNLE/AGE.V 179 FEYSE d9�y with Mae A2 amrecMalaktl05YJ�a.w9Yupxlq'amnansLvwn��aNel om f. 1 arryimm Bel ur dY i�gaHWae�mul wMN mr9auk.ouBNaldeµm prsanemrsaa Wv R wmh q aaagaaepn.a xre�+urolmelowewaalluNromlar. .y lmsweEaM/rrol.aamambw wvnada au n " gni.wx MITek ktlwaw egWetlbLR411ya'Air Pax'enl Mlq.ewm poma(»iuxM'WxYlxM gopMy aunt ro .h e(A.an4l ilw SgapPe 4e ax eN4. IW WIMxrlaope.elelNaY.aeelbnaM MacYpolMea`xaM Insiylemi.ue/W91/flll Oully CMwb.pSB 9aq aC5l WYdp Companen " sones, amaXm. 'antroFMe YeIMAe,'mh tea Slmel.5uae]I .im MMi VA2YJ19. 'ii r, 1 Em.o Job Truss Tw Type, Oly Pry - -- nal4me 12056TOA TM Road Special 1 1 Job sold Mice o conal &iWi/g COmpomMSupply, Jecksarvllle,FI32286 8.010 8 IMRbagOlig . Fn FOD 101f:05:6820?Rh ID:DRto%dCR?VCWwOPOS_SYY�Pe&9gIJo2Tja00ii9BOaBeuvlBilptlFJNwuGA?Ran2C] ]-0A 008 148 548 25118 240 ]�00 2-0-0 518 Sib 628 SI-0 &ub=130.] M10% WI 7a10= SA]FIT a W21 `' 22 6 10 3 23 am= L411 8 i 8 5 1e 6 1 2 �N 13 12 tl 10 9 .1211 �= 4r10= �= 41 45= 940 1H8 1008 25-118 2040 940 568 Sd-0 628 M. Pleb Off** Vl- 11, 3SEd1aAf444-00-24115"40241 LOADING hard) SPACING- 2-00 CSI. DER. In III Vtlefl L/d PATES GRIP TOLL 20.0 Plate Ship DOL 1.25 TG ON V.4(LL) -0.24 9-10 x999 240 W20 244/190 TCDL 100 Luober DOL 1.25 BC 0.94 Ved(TL) -0.68 &10 >536 180 BOLL 0.0 Rep Stress In. YES WB 0.61 Horz(Tt 0.10 B Ne nVe BCDL 10.0 Code FBC2014RPI2007 Mahle-MS Weight:1%lb F1I LUMBER- BRACING TOPCHORD 914 SP No.2•Eoepe TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc putllm, 14:2x4 SP NOA except and ver ls. BOTCHORD 2x4 SP No 2 BOTCHORD Rlgld calling drectiy applied or 22-0 on brectrg. WEBS 2x4SP NO.3 SLIDER Lea 2x0 SP NO.22-00 REACTIONS. pWelze) 1=1168N58,9=11e8M1echenlcal Mex Horz l� (LCII) Max Upl181-128(LC 12),9=-131(LC 12) FORCES. (Ib)-M.Comp.Mlax Ten.-All(drove 250('b)arless except Oren shown. TOPCHORD 1-3-1926(J89,3-4-1]B&3133,4-5=-195M43],55=195W43],e-]=9938/389 BOTCHORD 1-13=361/189012-13=-208/1653,10-12=2091]29,9-10=38 11 WEBS 413-~Y160.4-12=-99/4]3,592=-389143,8-12-9]/4WQ lOH)/337,7-9=-1986/465 NOTES 1)Unbelanced mo(live loses have been considered for MIs design. 2)Wind:ASCE 710;Vdid 30mph(3second gust)Vasd=101 mph;TCDL-5.0pad:BCDL=S.Ops[h=25tt;3=4511;L=29h;eav07 f1;Oat. 'I;Ely B;Encl.,GCp1=0.18;MFRS(directions)and C-C Efdar 2)(Y0-0 to 3-00,Intedor(I)3 60 to 9.0-0,Extrioft?)9-0-0 to 22-9B,lntedor(1)2 9- Oto 2511-8 zongOC for membars add forces&MW FES far reactions shown;Lumber DOl_1.80 plate gnp DOL=1.60 3)PmMde adepual0 drainage to prevent water ponding. 4)The trues has bean designed for a 10.0 pat hodom chord I've load nonconwrrant 4th any other I've loads. 5)•This truss has been designed for a live load of 20.Oprf on the bosom chord In at areas where a rectangle 38-0 tall by2-0-0Woe 4'I fit betheeen the boddm chord and arty other members. 6)Refer to glrdeds)lar truss to house connections. ])Rome mechanical connection(by others)Of Wm to beating plate cd hebe of 4ihstanding 100'6 Old a1IdM(6)except Qidb) 1=128,9=131. Q Michael awoar4aa9aP�embr/14aEAD NOIR PVnote 4NO M'CLVOed IYIE/t aEf911NCE PIOEY149nr.IOOXO/f aE£MEV4F. >mn WMiwrre".Mlbk®cowxe:km.Inwtle9yi k lxaedaMY E^a Wweelemlxrvni.alM knw m MlWlvl WMap emprisnt'rod aInnayova BBIpe U9.YredYJp de 1mWand 1rw IXT ave u1 d"nOr.Narelo[av3rim aa�4rwMa1ha .ondnnsovttM 4aVdaAir 4OCYiB1'ticala]kblaevealMCIR901YMM11nl MS wawa Y/orcaatlmmMae Or9Y.NJ.]MVJ raaFwW U�IMmmmida9V M k• adwgerev.edbr.mrmatewaw'w,lcoeas.w•mr,deaue darmrinrry.va,eawvmmam..rorearwre a.ea�ce raea�e.w IabkoMi¢kxrye.daxary.erecMnaMMOyr9anrmrmmOlna9YaemY�A' XL/M1fIWk1Y ,OYJa agaCL&tlq�urWureN WWIyN .M. na rdw]ksmwMa aamlalrcra baplaekmkne,z1e x.taa meet.sMM31z aaaaomvnzvl . P..F .1 L sxd Job T. There Type Oly Ply T10414710 I2a5el T51 Rool Speclal 1 1 Job 2016 Reference o dual BiNirq Competent Supply, Jac94arrville.FI92268 BAfOSApr 2020163ft4DXMWa,x0,rYESFeb IOi1:W:W201] Page1 :DIIybXdCR7VOWVA 21 6YyxW W-53r4D%3FFBMa0gaY1Ee0O't1HViN58111NCIH31GmZC6 ]-H12 82-12 1138 1674 269-0 251 L8 ?B10 ]-2-12 2-00 2-242 51-02 51-02 22E S48 Sule=111] Sfi= 6.W12 &4 c, 4 pg ?c4 II &8 3 5 6 20 e8 M 22 B 9 . Sea- l9 23 24 (N A 1 u 13 12 11 10 U1211 4x10= 3x8M]20H3 4x10= 4AD 2e411 S-2-12 16]4 2311.9 29-0 0 92-12 74. P10,O5aee(XYI- I1:0-38Etlpe114:03O0-2-41 LOADING Nag bPACINO- 2-00 CSI. 'DEFT n (IW) IlUtl PLATES GRIP TOLL 20A Plate Odp OOL 1.25 TC 0.92 IVut(LL) -0.151244 X999 240 Mi20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Val -0.4612-14 >762 iW W20HS 187/143 BCLL 0.0 ' Rep Same lncr YES WB 0.78 hard L) GOB 10 we We BCDL 10.0 Code FBC2014?PI2007 Metrix MS Weight:157 to Fr=2099 LUNBRA- --G- TOPCHORD WSP No2'Exceq' �OP CHORD Structural waotl sheathing directly appllel or21-0 oc purple, 14;34 SP No A except erltl vertical BOTCHORD 2x4 SP No2 BOTCHORD Rigid caling directly applied or 2-2-0 oc bradng, WEBS 20 SP No.3 SLIDER Left Se SP No,22-00 REACTIONS. (Resize) 1=116&N 58.10=1165/MecM1anks Mex Harz 1S8(10 12) Max UpliN 1 126(LC 12),10=-132(1012) FORCES. gb)-Max.Cu ,fivia .Ten A11 Mrces250(b)arleasidowdwhenshown. TOPOHORD 13--1 W7M5,3-4=1]801350,4-5=-1]9&3]2,58=239/74],6]=-23]6/4]0, ]-8-20]5/403,59=1839/334,9-1?-1121245 BOT CHORD 1-14=-354/1690,12-14=433/223511-12-34611784 WEBS 4-14=-245/1184,514=-1137276.5-12-5=74,6-12-M,111445.]-12=118925, St t-1003'252,9,11=38]2037 NOTES 1)Unbalanced roof Ill loans have been considered for the design. 2)Wint ASCE 7-10;Vult=130mph(3-secrnW gust)Merrill 01 mph;TCDL=50ps;BCDL=50ps1;h=25X;B=45M 1=285;eel Cat. 11;Exp 3;Fact,OCpl=0.15;MFRS(directions)and 0-0 Elde0or(2)Or"to 340,Intedogl)3-0-0 to 9-2-12,Exterior(2)9-2-12 to 23-11 8,Interil 23-11-8 to 232-4 z of C far members ark forces&MFRS for mactiore shown;Lumber DOL=1.60 plate gbp DOL=1.60 3)Pmlde adequse drainage to brewed water Funding. 4)All plates are MT20 plates unless ammeter Indicated. 5)This hues has been designed for a 10.0 last bottom chord Ilve had nonconwhent With anyolher live bads, 6)'This hues Iles been desigrretl for a live load of 20.0psf on Pie bodom[hod In at areas where a redangte 380 tall l 0 0 wide will Ih between Ne bottom chord and any other members. 7)Few to grdans)for truss to tfws connections. 8)Protide mechanical conneWon(by others)of truss to bearing plate capable of withstatldirg 10011,uplift s Idd(a)Mail at-bl 1-126,10-132. Aw1/IHwa-Yvtly4�P�x1r•eitl RFle NOICBaN]MSINO NELIIaFOYIEN PE£EMNCE agaE M6119nx IOWMIS aEFOPEY4E �� Ru MMrwuss MY Me Mull NM1e ,uro3CeWTa"'uni a.�psm,elers Yawo..Nh ..1,1", Idxgcom{wvanl.rot mom.�h.e�.nwwmevargrwr mut�enynw aro rvor.xrµmr>a�mm,aww�*.liusow,oe atm nm rn.ow,ral y G4iBh9(uxW 1,99vlcaledalo VeamllvcYXrq erWNMxl lmaweDab/u clue mgnlreismY. ,allm,temr rmb0.,na,az,i Lv¢llq WOW 4awm.,�ywea ro,nmunme»rnel�.nr,�wnm» i>.,na ryur«a ww�v�+e, w. R.ee,wa ere ,w+a�N n� Lr Fake ilax<✓y.atlr✓tfr.e,MMnaW a«h3 of mimesaru,X�a Mlwnc wNJISVIPn QwYly enMlo.oua9 agXCu w2igeompemnl eewv.MMent4. Surely IMpmuXm aMyJn Xmm InBpW IVXMe.RIa N.lee Sheet.Slle 31'1.NeecexMri VN2RJ14. Terms,Ll land 83X10 Jab T. Truss Type O1y PIY nwlnn 12066TOA T62 Roof Special Glrdw 1 1 Job 2016hi e i 5anl BWIdIp Component Supply. Jacksonvilb,FI32256 6. Po56YyVP66k1iMRt4ntieMm6ilnFe51011 WLPC2w7Pepa1 11:olHb1ECP?VCWwOPo5_6Yy2pp63ZFOSBMMV2bZAOmeilp2c%Clv2egW LpcsVgMwrZG 62-12 &212 1356 19612 2486 62-12 330 4-2-12 bY4 61610 4-i 310 Surd=1325 5ffi_ 6m 12 'h4\ 86= 45= L6= 4et0= 3 6 6 NAILED NAILED T NAILED WALED a 6x6� 1B 19 Ri R2 23 2 1 rti 13 12 11 2i RS a R6 2T4xl2 11 8 410 .12 M120HS= 1,B= NAILED NAILED= the M720N611 THD'M NAILED WILED e2-12 1368 19612 F 2Ab8 'a48 9212 L2-12 61d 410.10 49310 Plate Ogsal (XVI– I1'038EE I I ' -00.2-4L R02-00-24111003-80.281 f11'0-2-DO-041112U8003-01 LOADING(per) SPACING 2-30 CSL DEFL. In gad) som tM PLATES ONIP TCU 20.0 Plate Grip DOL 1.25 TO 0.94 Vert(LL) -.3011-12 >999 240 WED 244190 TCDL 10.0 LMnber DOL 1.25 BC 0.93 Vert(TL) -0.]511-12 >467 180 W20HS 187/143 BOLL 0.0 ' Rep Stens Ina NO WE 0.98 Horz(TL) 0.14 9 We We BI100 Code FBG2014/TPI2007 Mathx-MS Weight:17211, FT=20% LUMBER- BRACING TOPGHORD 9W SP 88'Eamst' TOPCHORD Stmcturalwood Meathingdmctlyapplled, exceptenciverticale. 45:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or]B-9 w bowng. BOTCHORD 2x4 SP NoA'Excepl' 9-12:2x6 SP No 1 WEBS 2x4 SP No.3-ExcepP 5-13:2x8 SP N,2,8 10:20 SP ND2 SLIDER tet 2x8 SP No.22-60 REACTIONS. (1beze) 1=1601/058,9=2372M1echanical Max Horz 1=60(LC 25) Mex Uplift 1=N6(LC 8),9=2SDg-C 5) FORCES. (Ib)-Max.Gomp.Rda%Ten.-Mlfonas 250(Ib)or less except viten allows. TOP CHORD 1-3=-2790/369, 4-5=2T70/361,56=5181/657,67=-5925/760, 7 8=3674/456,8-9=22661318 BOT CHORD 193=-3402463,12-13=65&513911-12=761/5928,10.11=-0563674 WEBS 493=-196/1758,5-13_3141/426,5-12=901488,612=951/361,6-11=-013/357, 7-11=-3482574.7-10.1798961,610=51&4167 NOTES- 1)Unbalanced not live loads have been considered la this design. 2)Wird:ASCE 7-10;Vult-Morph(3-second gust)Vast6101 mpa;TCDL ap f;BCDL=5a,mf,h=258;B-ASH;L=2911:ea,e�fl;Cat. 11;Exp B;Ellcl.,GCpi=.18;MFRS(directional);Wmber DOL=1.&D plate grip DOL=1 Be 3)Provide adequate drainage M prevent water pordhg. 4)All plates are MT20 plates unless otherwise Irdicated. 5)This truss As been designed for a 10.0 per notom chord live lead horl,,ohcunent win any other live loads. 6)'This truss Iles been designed for a Ilya Icad of 20,D W an the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0was will fit between Md bottom Mord and any other members. 7)Better to girder(s)let truss to toes connection. B)Preside mechanical cor'nectlon(by others)of fain to bearing plate capable of wfMemn2 g 100 to LIA X at joint(s)except Gtdb) 1=186,8=290. e)Use USP THO26(With IW table into Girder 8 NA9D nails Into Truss)or equivalent at 19-6-4 Iron the led end to mi trues(es)to back face d bottom Mord. 10)Fill all hall adds whom hanger is In contact with lumber. 11)'NAILED'Indicates 3-101(0,14853')ora-124(0.I Wx3.2S)toe-nOs.For more details mar to MITek's ST-TOENAIL O.W. 12)In Me LOAD CASE(S)section,Inds applied to Bre face of the Puss are noted as front(F)or back(8). LOAD CASE(S) Standard N wAMlea-Y—"yd vmMwr4pEAO NOI9 CWeiAaa W[LYOFD W/Ek PEFEMNCE GIaENa)Ile m.16'➢.VMIbaEPoflE eSE I>�Wpla�wiYMm MlbkID cimecbrs Rh def4raCmd mJYN*'m V�rmlelersiaxn a'AIs Iwm MIWM¢9 WW9ig canpuml.rot hharyelerrr.6aWeue,M WM1pamwlvMNllre4CacWlNadaKirh paan1e16Nv1pWcdY L¢Wx�IllhttlaJanlnbme ovarl �} WtiOdeATBa'1GMlvvledkbF Mr9tYCMMV WkNMhxl Me[xebaWUCIMtl uN.M]xwtl lernry NyNgpMrgwrAba9p MINk' aW.vw reaeedlw LLYaxYUdropawACW4'a xTmrYxeoeheorYl FNY ma�Menv iwcerhad P6hva repudrgwe _ kbkOlbla Ndaga,ddbay.®eclkxratldaCk9olbmesaMlrhewdernavaeY490Nl Ordt DNd9YMaLN txwurocoa4wrwm Vuka EeY SNE. fyrlyyygTyyr vNQK Ypn ms M6 MwMh%,21BM.lee MM4 Slbdi2 New]LIVATPI . Tuge,fl Seta Jae T. T.Type Ory Ply nb 1nn 1295Bron rsz Peal Special Girder 1 1 Job Pel6W 11nm &ilEilp Comporrem SupWY, Jeckeonvilk,FI32266 eeQR:5 SYyM 1 ZFO%IBEBatriea,I "ilp FeCI01 6:01 2017 Vgbrna pet I :qyb%4CP?vcwwOPOS_svy�peo-zioSRlarov2DIAO11KiIp2<%clY2egwLpcevgemvKG LOMCRSE(S) StarltlerE 1)Dea0♦Fml Llw(bata11ae0):Lumber Immase=1.25,Rete lmmaee=1.25 Unllolm Loa0a(pl) Vert:1-4=fi .45=£0,S 0.9-14=-20 Cancemrete0 Loatle(lb) Vert 11=-t00B(B)19-97(13)20=-97(6)22=-97(B)21-97(13)24=411(8)25_81( )29=61(B)27=61(B) Y Wl4 NEap MOIEB aN 71rUS NCLWfeIBIfNNNKANCE VAOEI,V7M m rem'Nra eENae UK Myln nYltl loi um uAv alm AMI S@co�necMx Mstle4pn6 Wsetl SIKWJldalwal:imk1IwYNuqweIilpbY�plllnoexnmQ9v�!�lmMMa.BWl.�m epil&aalawu.eJtltiunldkBYLeM1fY.iahlxlllkreyy.ammdaalxnWeJtldNba•bNrmgplo daaRpvaMtlee6nTvtlweaWcaMldtl�JlN¢glevo.YelVYRvrvMIyelBmImNeN'e1f.IM�MsLeaeqWWSV{pallne4M[rma�seMl.1mvryFSMmYaiY1l1debUYwrWma3ealcWD1d4m,µYNital,exminvrrduMYiepcVlWeMaMrsiYtleVglmaPwneYnna1.l3n11. lmMMcdulatlx�ntplWa4Mle bdnmMQrlW p m1MtlIwlaalanllezn 4orevmt avK77 Rr QuaMN D..aCLkaddep.—RaWtl Job Trus Tfuu Type O1Y PIY 0 14]12 ,lab OA Tru CdnmM 2 1 Job Relxeme Carel BdNing Compresm Bullpty, JacleaddeiN,R 32256 8.010 s Ap 202016 an aetwasins,Inc. Fn Feb 1011 A8:02201] Pagel IDD XdCRWCWW0Pc5SYapp861 RygMWno BIGZIOG26p0. JP52"M1EO6DVKC3 69-12 9-212 11-]-12 19-58 69-12 250 250 ]812 5ffi fixate:all 4 5.00 Fia DM\\ 'dN 3 5 1] 16 16 8 4i 2 1 6 �d 6 10- 4nz II bar 518= 9212 ere Pz-12 m2-12 Plane Others(XY)-- 11'038 Edeel.W" 0-2-41 LOADING (psi) SPACING- 280 CSI. DEFL. In gm) lkell IM PLATES GRIP TCL-- 200 Prete Gdp DOL 125 TO 0.64 Ved(LL) -0.18 615 X999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 B0 0.85 Ven(TL) -0.52 8-15 >4 1B0 BCLL 0.0 ' Rep Sires Ina VES WB 0.27 H G(TL) -0.02 1 Na Na BGDL 10.0 Coda FBC2014?PI200] Mmtlx-MS Weip1rt 8416 FT=20% LUMBER- BRACING- TOPCHORD 2WSPNdl? TOPCHORD Structural Woodsheithing Mrrogyapplled oro-012 oc NMI%, BOTCHORD 2x4SPNd2 BOTCHORD Rigid calling dredly epplled or 1000 oc bracing. WEBS 2x4 SP No.3 WEDGE Right 2x4 SP No.3 SLIDER tat 2m SP No.21-6.0 REACTIONS. (Ib/sl2e) 1=]]8/0-58,6=]]8/Mechenlcal Max Hort 1=53(LC 10) MaxUplift 1=416(1012).8=A8(LC 12) FORCES. (lb) Max.Comp.Ne Ten.-All toms 250(Ib)crles except¢film shown. TOP CHORD 1-3=4160242,34=9A223,4-5=-100]228,541=125)254 BOTCHORD 1-6=141/999,641=-164/1096 WEBS 3l=-26&135,441=-15M11,5b-411/1]2 NOTES 1)Unbalanced roof live loads Veva been considered forthls design. 2)Wind ASCE 7-10;VJL 130nrph(3ssonG goal)Vsd=101mph;TCDLd0psl;BCDLdgXf;Ic25ft;B-mt;I,-24f1;ea cra=ft;Cel. 11;EV B;Encl.,GCpl=0.18;MFRS(dlredlonal)and C-C Elderal 000 In 34 0,Intedor(i)3 QO to 42-12,Etlerbr(2)9-2-1210 122-12 mne;C C for members and forces&MFRS for reactions anmer;Lumber DOL=1.60 plate grip DOL-1.60 3)This truss hes been deed for a 10,0 pat bptom chord live load nonrnncurient Wth an,other live loads. 4)'This Imes hes been resigned for a live load of l?Upsl on tie bosom chord in all ass vinare s m tangle 380 tall by280 Wwe wall ill bet Ween the bosom chord ardl arty other members. 5)Refer to girders)for muss to dos connections. 6)PmMde mechanical connection(by call of Puss to bearing plate capable of wilhsrandmg 10016 a Jfit N jdht(s)1,6. Aleaditl14 VM94Wenpxmr�eW aEEe X01419 EH iM6INO NLt1/OEO.V/EN eFFER4NLE P4hEM6)4Am.IY0'NI59ROaE UEE p.Yy�WNfa uea4YwAxi Mlek&ccnwcMv.MedMpn6MmdwaYu�npvanele¢.t3[rvm.aMhlwm MUMM detlxgwml»»�n4wl m eew�e ua.me Gww veAnw+mutvenN me ax+x Nnlaeoon w�andw.w�e q� ,any dnwxpumlemh.x,ylnnto —s1 Mpmq� 9«nOMWualeesroprevenu.¢wre olMw]xl mmwaoand/w moa mumnN v. ATan,mltemn«ay ma pvmareninmeg hdWgSleaAeetn5lxtflly W b a elBnlwaiaMew6n{�ae Wvxd hlxYmlpM+enY6an<pe. kr Wentl nJelnwv�Ntl+4'ryl rtie 1mnw11on.dadye.tlelNery.efecinm]bacxgol imvesandlnmmtann'ne4ta/IDI Ouallx cnl«u.mese Luer xcv wuOYgcanr,om.ar e04PNe T 9aely IdwTa6T auiYYie hen InslMle KIMa.210 N.Iee Sheet,SJIe 31 R.PleirmelM1i VA22311. uipt iL aded.3w110 JOL Tram Trim TypB Ory Ply T10tlI713 t21M6TOA T54 COMMON SUPPORTED Gl10 1 1 Job Rel .....It BUINIIg OgnpaWMSupply, Jacksonville,FI32258 0.0WvQPo202016ir,VICZGV lrcUn7Meldl1yllWM 01] Page1 ID:DIIyD%dCR'IVCWwOPo5_SYyzpp63Vd4VCrZeBYBIloVY9D]plefdlnry11N83AJgfanZC2 -212 0-510 It 162-02 Scale.1:325 SS— 0 0 5.00 12 �6 1030 s 11 4 12 3 6 3 L3 aws a 2 d Sib 11 2] 20 25 24 23 22 21 20 to t0 17 10 oval and= in" 185E Plate Offsets(XY)- I '0-2-60-2-151 !893-002-01 LOADING(psi) SPACING, 2d0 C81. DEFL. In floc) men W PLATES amp TGLL 20.0 Prete Grip DOL125 TC 007 Ved(LL) W - We 993 W20 24L190 TODL 1D.0 ,be,DOL 125 BC 0.04 Verl(TL) ere - we 999 BCLL 0.0 ' Rep Stress Ina YES WE 0.05 Horz(TL) Dan 15 we rear BCDL 10.0 Code FEC2014RP12007 Miami Wel 102 he Fr=20% LMOM- BRACING TOP CHORD 84 SP Not TOP CHORD Structural wed s0eatNng tliregly applied of oc pudlne. BOT CHORD 2x1 SP Not BOTCHORD Rigid calling drectly applied or 100-0oc branding. OTHERS 2x4 SP No,3 SLIDER Led 2x4 SP No31-6-1 REACTIONS. All bearings 1358. fib)- Mex HI 1=-53(LC 10) Max Uplift All Win 1001borlessatlolnt(s)1.23,24,25,26,27,21,20,19,18,17,16 Max Grav All reactions 250lift or less at 11,15,22,23,24,25,26,2],21,20,19,18.1].16 FORCES. (Ib) Mex.Comp./Max Ten.-All forces 250(Ib)or less except w06n shown. NOTES 1)Unbalanced root five loads have been considered for this design, 2)Wind:ASCE 7-10;VUg=130mp0(3-second gust)Val 01 mph;TGDIo5Dps1;BCDL=60ps1;0=2511;B=45f1;L--2411;eave=2lt;Cat. I.Em B;Fact.,GCpi=0.18;MFRS(chartered)and C-C Coal 0i to 3-00,Exledm(2)3 0-0 to 9-2-12,COmer(3)32-12 to 12-2-12 mnei for members and forces 6 MW FRS for reactions shown;Lumber DOL=1.60 plata grip DOL_-180 3)Truss assigned for road loads In the plane of the truss only, For studs exposed to Mnd(normal to the face),see StarMeN Industry Gape End Details as applicable,or consult qualibe l balding designer as per ANI 1. 4)All plates are 2x4 MT20 unless OlOerwlse Indicated. 5)Gape requires consumer bodom c0ord beating, 0)Gable studs spaced at 1 4-0 no. 7)This truss has been call for a 10.0 psf bobal chord Ilve load nonconourrent with any other live loads. 8)-This truss las been designed for a Ilve batt of 20.Opsl on the bottom chord in all aloes where a rectangle 36-o%it by?-0Fb Wde x111 fit between the boner,chord and any other members. 9)Provide mechenlcal connecllon(by almost of truss to beatlng plate capable of wilbstanding 1001b uplift at ioings)1,23,24,25,26, 27.21.20,19,18,17,16. %�W VN01EQV1N4PERNLEMaEY41YSF.!e ivlYwllh MIIeM�conrecbrs.REdeYar6beedwYY VFe Man vo Yrvnm.aMhln ana„aMavomrwlWl,ae mite ale GMdlxldeaFwrmW vMHlrw gTAtNllly x,�tlpn IvrmrelnSaM ge[anvlPcmr^"+rad' no1Movaal . bmIAWaWLmnaen oft I kexTooF,11 Eon BMtla mvyyQh rymn Inv 0.le M9a0e.218 N Lex STeul,aNe 312.Nettes]Mi VP 22J 14. ienp6 FL aY10 Job T. Truss Type MY Ply Ttw14]14 1205810A T55 J !,-Open Gat 1 1 Jos RelM1beo Orel Buildup CwnpoComponentSol*. Jackaomilb,Fl V256 :DRyS%ECR?VCWxOPOS_SYytpp69-zg460r]m1O0900]tmIWBEBB.Ot0a Apr 202016 Tek lntlustrie4lrc. Fri Feb 101f:wM201] Page1 I rD69x1gFIgjUC5vKC1 9L0 8-09 3-0O 3P0 a4 II Sai11&7 3 50]RT b4 2 Ll 9 10 1Hoze 31d ,I THoza 4u= aA= sup o-o-0 300 30 0 Plat OB bfXY1-- f2'o1-80-1-01 IS'014 -01 LOADING(pa!) SPAr 2-00 C81. DEFL In (lac) gdefl Ud PLATES GRIP TOLL 20.0 Plate Chip DOL 1.25 TG 0.13 Veil(LL) -0.02 0.5 >999 240 1AT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.63 Verl(T-) -0.w 1 >999 180 BCI-I- 0.0 ' Rep Shares;lncr NO WB 0.43 Holz L) 0.01 4 Na We BCDL 10.0 Cade FBC201MPI200] McMx-MS W-0 331b F7r=20% Lifil - BRACING- TOPCHORD 2x4 SP No.2 TOPOHORD Structure!wood Nteath'ng directly sophist or 4-32 do pudrs. BOTCHORD 2x6 SP No.2 eacept and vedcals. WEBS 2x4 SP No3 ROT CHORD Rigid calling directly applied or 10-00 oc tal REACTIONS Oman) 1=957/0-5-8,4=1020IMetbanlwl Mex Hor7 t=M(LC 8) Max Uplift 1=-100(LC 8),4=143(LC e) FORCES. (!b)-Max.GOmpWa Ten.-All fomes 250(!b)or bsa except when shown. TOPCHORD 1-2=1551/16,1 BOT CHORD 1-5=-10811405,41 5—IM14M WEBS 2-5=-108/1128,2-4=1575222 NOTE& 1)W Ind:ASCE 710;VJt=130mph(3 second gusQ Vasd=101mpt;TCD1--Bops1;BCDL-5o,df;h=25X;B=4511;1a241t erne-=,11t;Cat. 11;Exp B;End.,GCPI=0.18;MFRS(tllractionN);Lumber DOL=1.80 plate gdp DOL=1 60 2)The truss has been designed hire t0.o Faf bottom chOm live load nonconcunent vtth any other live loops. 3)-TMs lass hes been resigned for a live load of 20.0psf on the Whom dri In at areas where a rectangle 36-0 tall by 2-0-0 witle Will fit bereeen the botlom chord and any other members. 4)Referto girder(s)for iruea to truss comedians. 5)Provbe mecbanica!cotnedlon(by others)of Inose to heeding piste capable of wBM1sbnding t 00Ib uplift at joint(s)except(d=lb) 1=100,4=143. 6)Use USP THD26(WIN 1W palls into Girder&NA90 calls Into Truss)or ec,ulvalent spaced at 2200 do max eishng a12-0-12 from Me bIn and to 4-0-12 to connect Inueap a)to may lace of bottom chord. 7)F!1l a!1 nail holes wfiere hanger Is In correct with lumber. 8)In the LOAD CASE(S)section,loads applied to the two of to than are rwbd as man(F)or back(R). LOAD CASE(S) Standard 1)Deed a Roof Live(bebrwed):Lumbar Ircre de=l 25,Plate Increeae=1.25 Uniform Loads(pit) VeR 1-11A,x.�-20 Concentrated!Loads(!b) Vert 8=-758(F)1R 758(F) E MCLV CE a9LY0faa QWVIRN H4=�K 4^� 1 lN : W _ Y I 11 IL Md _ 4 alnmapt & eve the! IAlry1 M diN IM y - ry f X 4� I � � I I M.Nl 4 WY I l ins . cod r,.r�r,m �a-i�wtaal eencrarearkam.x �w ifaoh.a.=. .+.,av waY�nle vaawmamm r.,<nd am„an:ewlee lr rwbwnaaa mwes�l bwlew,.mnr->mu��l>o�Ywrvaw We�av um�+r- _: .ams eu�.�r.,mwhma IdYkalbi[Iney:tleNvery.era[:Mnm'l taacYgol tn2e5wgln,¢Mlemt se[MNSVIPII OwYIy CMwM.DSa-09aM lCL MCTaCompanxN Yaa4 Garb Btl6M. Ahoy Inlwmalbn wtlklAe xmi Lrm Pala heYMe.Rte rv.leealreet SJb312 Haaa'[lki VRRYJI4. TnIW,0.'JM1a IJcb Tllas T.Type ON P1Y alms 12056TOA T66 COMMONSUPPORTEDGAB 1 1 Job 2016 Mico o ones BulMilg CompolWmBupply, JedepNNIe,Fl32256 0.010a Apr 202016 SW Incomes, Pobi011:08:05set) Pagef :Dlryb%tlCRtVCWwOPo5 SYytDP09 S0e1Y02niYLYp116i5AWeDm2ePXUT2kYxmZCO bill 3110al Bttd 611-8 sole-I 22a 6 = 5 s 6 SOO 2 4 I ) v 16 is 14 13 tz 11 lI u 13-0LO 13-11-0 Plt CgMmm(XY)- Vc 1 fi 0 2 hI0 a LOADING(pd) SPACMG- fil CSI. DEFL. in (nal IMeg IPo PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.08 VeQLL) Na - Na 889 NfT20 2441190 TCDL 10.0 Lumber D01- 1.25 BC 0.05 I VeOQL) Na - Na 999 BOLL 0.0 ' Rep'ressancr YES WB 0.05 Horz(TL) 0.00 9 Na No BCDL 10.0 Code FBC2014,TP12007 Matdx-S Welphi 5910 FT=lox LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD SbOcu l wood sheathing directly applied or 0-0OOc pmas. BOT CHORD N4 SP No.2 BOTCHORD Rigid telling dreotly applied or 100-O be Erodng. OTHERS 2x4 SP No.3 REACMO W All bearings 131 L0. (Ib(- Mex Hoa 1=36(LC 10) Max Uplift All up11#1WIb mless offointis)1,9,14,15,16,12,11,10 Max Grav All readlons 250 lb or leas at lointls)1,9,13,14,15,16,12,11,10 FORCES, fib)-Max.CompftA Tan.-Alllom%250(Ib)orleesexceptwhen Ohown. NOTES 1)Unbalanced roof Itvs loads have been considered for this dasign. 2)word:ASCE 7-10;Vult=130mph(3-second guish Vasil=101 mph;TCDL=5.Opsf;BCDl-5.Opst;h=251t;B=45f;1r24fl;eeve=2[b Cat. 11;Elm B:Fear,Gi18;MFRS(diredlonal)and CL Comer(3)0-3-1 to 2-11 8,Everior(2)211 d to 611-8,Comill 6-11 B to 9-11E zmre:C C for mem0are and[cress 8 MFRS for made% Lumber DOL=1.60 plate fide DOL=1.80 3)Truss designed for wind leads in the Plans of the fmss Only. For stutls exposed to wind(normal to the tacal,see Stardard Industry Gable End Del As applicable,or consult qualified Laid,designer as per ANSVTPI 1. 4)All plates are 2x4 W20 unless otherwise irdici ted. 5)Gable requires continuous omarm chord bearing. 9)Guide studs spaced at 1-40 00. 7)This truss has been designed for a 10.0 pd Whom core live load mnconcunent with any other live loads. 0)-This truss has been designed for a live lead of 20.0psf on the Odom cord In all areas where a rectangle 3.6-0bar by 2-0-0wide will fit between the oflom chats and any other members. 9)Pmvlde mechanical connection(by others)of truss to bearing plate capable of wllhstaral 100 to uplift at Io1nt(s)1,9,14,15,16, 12,11,10, WIPNNa-way,WY,}vpx.,ioaavle NOom OHMS AMsfivel FOYIEN PEFE/YNCE YIOEIR)IA m.1.. 1ea60RE U3E T WN lu ve aYva'Im MI1ekAcorrucrm IlwtlnSyFr YI»sl ewYaponpxareienflwwn.a'd¢1n m M1W1ud bdi compormL rot Inm Mamon.Berge w..IM ralddmor mum valN if¢gldkh lY OI tln{T Monsters.gglarN on'..M MWn Fro Te—.1 Gedlpdvider.BwYgxaecaletla to gevenl WCMIYp ollrMukN J Mwwenm'1/u cMtl mem�r aYYA�IWd IerririW W MR+marnld¢tp klr.Mare41retl 1u WdIN MIO PevmrmllVwMnW�wM+rvl MrYm]gM6a iwBWWrtl pxWcereIXxdri00ie �akolbn Nw�e.UeINdY,ntt`.IMM Macxpotinme[Mm�W ryslmnc seuAMUMI GvihMW.D3LaFatl at31 auF9p Canpanwrl 63¢4 Tome EM YJeIY IKmn¢XM awtlede firm¢us Floln[sIMAe,RI0 N Iee31ree1.5JIe 31 R.N9iMilu VXYY.111. TTomeFL A110a IJeb Tnm Ind'¢ Qty qY TIN14716 12058TOA T87 Cpmmm 2 1 Job Peter..Ophonal) BRldilg Condiment Supply, JecksomilN,FI92256 8.010s Apr202016 MITek llmellux Inc. Fn Feb 1011 A8:052017 Pagel Ib:DmbXOCRiVCWW0Po5 5Yyzpp6B-SOezOFT03jY02niYLYp11612WXXmYeP%UT2kYVKCO 6-018 13-11L - &ttd 6110 Bcele=122.7 5.07112 3 11 3 �d{ t 5 Id 4 4x6 II '1 II 46 II _ 6918 6114 611.8 Pia alM I YF 1162-126 -51 1 '0390.2-6118:62-126181 L0__(pall SPACING 2-0.0 C91. DEFL. In (lot) Utlefl tM PIATf::S GRW TCLL 20.0 Plate Gdp DOL 1.25 TC 0.53 Vert(ILL) -0.07 4-10 >99g 240 Vni 2"190 TCDL 10.0 (.umber DOL 1.25 BC 0.48 VmIQL) -0.15 4-t0 >999 180 SCLL 0.0 ' Rep Stns lncr YES WB 0.11 Horz(TL) 0.02 1 Na hra BCDL 10.0 Code FBC2014RP12007 Macri Weigh 5010 FT 2M Will SPACING TOPCHORD 2x4SPNo.2 TOPCHORD SIIOcIUInlwoo s8 WhingdmogyapplledorS62mpudim. BOT CHORD 2x4 SP No.2 BOT CHORD Pi ceNing dlimily amliedol t0.0.0 do bracing. WEBS 2x4 SP No,3 WEDGE Left:2x4 SP No.3,Right:20 SP NoA REACTIONS. (IM1,N) 1=5571088,3=557N5-8 Max Horz I-37(LC 10) Max Uplift 1=82(1_012),3-82(LC 12) FORCES. (lb)-Mat.Gomd/Max Ten.-All forces 250 gb)or less sxcepl alien shovm. TOPCHORD 1-2 029/198,23=829/196 BOTGHORD 1-4=-107"01,34-107001 WEBS 2-41- 301 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-seca gust)VNd=t Olmph;TCDLS.0,0;BGDL- .gpsl;h=25X;8=4511{L--24ft;eave-ht;Cat. Il;Em B;Encl.,GCpi=0.18;MFRS(directional)and C-O Etderbr(2)0.0-0Io Ili Intel 3-0-D to 6-11-e,Etledor(2)611-8 W 9-11-8 zme;C C for members and tortes 8 MFRS for reactions shown;Lumber DOL--1.07 plate gild f�L=t80 3)Thls truss has been resigned for a 10.0 pat bottom chmul live load mnwlwurrent wf h any other live loads. 4)'This truss has been designed for a Ilve load of 200psf on the bottom chord In all areas Where a rectangle 3-8-0 all by 28-0 WMe Wil fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of buss to bearing plate capable of Withstanding 100 in uplift M Joints)1,3, YWIPHWa.VMryOnlenpmnuxraMFFIa NU1E30N 7Nla ANO INLLUOEa.WEH aEFEFANCE GAEE.WV<Am.169YMI6BEFmFUEE. -•Y� CeSYjn waloru�aYY�m MneNkconrv+Aa¢IMtle9{peL MCMYup�n ryionele¢Liown mills lwmYKWaW WItlYp cUnrwwnt rot ` aimdovda Be(wa us.nnlMhiO tle;yrci mut Venry IM ryy3t�lYtlN Ultlatlpn yaanelnsuMpatMYMapnaH Ritln4,lnM.eovatll I>Ir1V�t.T.l:xEgln#w1e,fYbPevenllArYl9�lYvl+Irld mmvrel,W/wdttttl meMwf MY.NA]Ibrl RmPaT'Od nennaienld¢MXI MiTek atlwaM1�epeaCbsldAma,dlo Peva�Icd4�MInnUUASeF bx4=Y wJVUp+m Mn� (w%na,e9 '�'.e�dNagllre ago, 7FL Eer�9N3. yykOlYxi da�e.ddNay.a�eClknad Machq olmnav UW1N¢mWUsreeAlWNN10wXIy Sitlwlo.nHdeaM BGL WMYq Conpan4nl errye.FI SyNy IMmmXm 4vr121e tan mvflobxuOAe.R1a N.lee Shee1.8M312 Nem VAYL91l JoO Tons" Trrca Type OIY Pr/ no Inn 120561INDA T58 Common GlNer 1 2 JM 2016 MiT o -ustr BUlltlirpi Compownl SuPPty, Jccksorvllle,FI Mild B.oioa Ao202ote MiTeWI Dglee,Im. PoFab 1011:08:062017page l :DIIyDXtlCRNC W wOPoS_SYyzpp69-wCCLUe8DTlpmHkuFK_GIFS]wWValYmeCbHlmZCi 61186. 1 0 6-11-81 tl-8 611-8 3ceN-19.] Q6= 2 5.0 12 3 5 I° 5w Y/ 12 13 TH026 see 1t 1HD16 "NOW 98- 1Huse 6rt- 8812 ]V00 1311-0 6812 186 6012 Peate Ctfia 1XY1- f1:0.0.0,0-1441.12:830D2-81,13:EtlGB.61-141.14:OSt3,0401.IS0.3-11.0.0.81 LOAOING(pet) SPACING- 2-0.0 CSI. OEFL in (loo) Weft lW PLATES GRIP TOLL 20.0 Plate GNP DOL 1.25 TO D.77 Ven(LL)Os 4-11 !% 240 ww 244/190 TCDL 10.0 Lumber DOL 1.25 BC D,90 VerIQL) 0.22 H1 s765 1W BOLL 0.0 ' Rep Stress Inc, NO WB 0,85 HOrz(TL) 003 3 We We BCDL 10.0 Once FB02014 P12007 McNx-MS Wright:1280 FT=lox LUMBER- SPACING, TOP CHORD 2x4 SP No.1 TOPCHORD Slnlclural wood shearing directly applied or 4-2-2 do purine. BOTCHORD 2x8 SP No.1 BOT CHORD Rigdceliing directly applied or 1060m bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/aize) 1=2881/0.5-8,3=4047/O5-8 Max Hou 1=37(11UC 23) Max Uplif11=351(LC 8),3=494(LC 8) FORCES. (to) Max.Comp/Max Ten.-All forces 250(Ib)o,less except caner shown. TOPCHORD 1-2=6159/775,2�6761MB BOTCHORo Y5=85]/5805,4rz612/5184,3>=-M56188 WEBS 2-4=3703422,2-5=-149/14]4 NOTES 1)2 ply Muss to be connected lo;elher with 10d(0.131'X3-)nails as follows: Top chords connected as follows:2x4-1 mw at"ut c. Bottom chords commotecl as follows:2x8-2 rows staggemd at 85-0 a. Wed connected as follma8:2x4-1 mw at 69-0 oc. 2)At loads are considered equally applied to all piles,except If noted es hoot(F)or back(B)face'm the LOAD CASE(S)settlor.Ply to Pty connections have been pmwdd to distribute only loads noted as(F)or(B),unless oRene se inaeataL 3)Unbalanced mot IMe loads have been considered for this design. 4)Wind ASCE 7-10;VIAL=13omph(3-mcond gust)Vasd=101 mphl TCDL=50p t;BCDL=S Opsf:h=25f1;B=O5f;L=248;eave-IM1;Cat. II;Exp B;Encl.,GCpl=OA8;MFRS(dlredlonal);Lumber DOL--160 plate grip DOL=160 5)TNs hose has been Maligned for a 10.0 psi bottom chord live load nonconwrienl Wth any other live loads. 6)'TMs truss has been designed for a ave load of 206ps1 on the bo8om choral in all areas"mre a rectangle 36-0 telt by 2.0.0 ends Will i8 Lehesen the bottom chord and any other members. 7)Panetta mechanical connection(by others)of Oess to beating plate capable of mtrunrding 100 to'0111 at'I except 0WIn 1=351,394. 8)Use USP THD26(With IW nape Ido Glades 8 NA91)nails into Taus)or equivalent spaced at 20.0 oc max starling at 6,012 Moral Me lee end 1012-0-12 to conned tmss(es)to front face of bowom order. 9)Fill NI nail Was wfiete hanger Is In contact with lumber. LOAD CASES) Standard 1)Dead.Roof ILI(balanced):Lumber Incame=1.25,Plate Immase=1.25 UMfom Loads(pit) Ven:1-2=60,23=-60, Contemplated Loads got Ven:h1148(F)5=-2352(F)12-1148(F)13=I IM(F) Q wIMINd.L' Fx4slyrpeW.MMIO NO7f8 as has WO NLLUOFO MIIEx lIEF914NCE v4aa Mlannr.Id9.V.VIa 9aFdeEVeE mbr vtlY]Ip IrtepYy WT MIA$ccnpcicn.Rd ttsYa,k kxetluNYlMr pzdlneiers4urmr.vM klw m MhLA dWSp cmynrwnl MI Ilam Mlem.telae Iffi,IlledlUgde,arermW valNllw gpkKllNcl tlad{TnamulaR WJIYpYHIYLv=nCttdlent OmOn Mo1M matrtl W[lp Oman ®xFq BMcdRdklo gmmalixpkaolaxRAAM armwebaWorclYxtlmerrlrms Y.Mfmvl iemp'xaYad Vemmmibawp Mek' kawa/sreuneeMHSflYwd ppevenr cdbaa wmp+aLOw deddda nlaY and wdceriv mriwe anpm�adowdvwe readrara nae Ww F.M 4sl aka. 1Mkrebt Horde¢,deNely.mecnodmaadaa dnlmd«.me 11�.r+Md.wwwwmn NndIIN an.w.puaam4 sew enludvned19ededn 9dwyNMnrdpn myxx.W pwn ares Po61mM1Me.Rla N.lee Skil,5ulle JI4,NemMia VA24314. Telrpa,FL]3810 Jab Toss T.T"a '.Ory Ply Reference TIN14716 I2056TOA Vol GABtE I1 1 j Job 0 40re1 Buildtg Comparator supply. Jadrsomilla,FI92256 B.OtOSPgr 202016 MRek lMusbeR enc. Fn Feb 101116:08201] Paget ID:DfwXdCR?VCWW0P05.,5Yyzpp69-sbKSVOAGMe FRWgML4KdwMlz SilKszmZ& -012 1418 ]0t2 5.= Sure=t 26D 6 sdo FT ] 4 a z4 � B 3 10 11 1 I i lAiA D 19 I6 17 m 15 14 13 12 1418 bl e PI Olfaets(XY)-- 1&0.800.2-01 LOADING IPe1) SPACING 2-00 CSLTDER. In (Ico) Waft W PlATEB GRIP TOLL 20.0 %ale Gdp DOL 1.25 TG 0.0t.) rVa - No g99 MT20 244/1110TCDL 10.0 Lumbi DOL 1.25 SG 0.0TL) roe - No 988BCI1 0.0 ' Rep Stress It YES W B 0.0TL) 010 12 No No BCDL 10.0 Go0e FB02014,TPpDO7 Mated-S Weight 87b FT=20% LUMBEW SPACING TOP CHORD 2x4 SP No.? TOPGHORD Slmcmml wood sheathing direcdy applied or e-O0 oc puffins, BOTCHORD 20 SP Not el¢ept entl vedloals. WEBS 2x4 SP No3 BOTCHORD Rigid felling directly applied or 1000 oc bracing. OTHERS 2x4 SPNo.3 REACTIONS. AIIDoarllgsl4-1d. (Ib)- Max Herz 22=3](LC 10) Mex Uplift All uplift 10010 or leas atloim(s)22,12,18,19,20,21,18,15,14,13 Max Grav All reactions 250 to or lass atfolnl(s)22,12,1],18,19,20,21,16,15,14,13 FORCES. (Ib)-Max.Gmd,JMax.Ten.-All to.250(Ib) u less except wren shaven. NOTES 1)Untenanted!mof live loads nave been considered for this deslgn. 2)Wil ASIDE 7-10;Vul1=130mph(3aecond gust)Vasd=l of mph;TCDL=S.Op f;BCDL=5.001;h=2511;B--45f1;L=241;eosse4 ;Cal. II;EV B;Erol.,GCp1-0.18;MFRS(difectbnal)and C EHerlorl2)01-12 to 30-1 2,Interior(1)So 1210 7-0-12,Extend 7-0.12 to 10-0.12 zone;C-C for members and forces 8 MFRS for reactions afwwn;Lumber DOL-1.60 plate gm,DOL=1.60 3)All planes are 2x4 MT20 unless otherwise indicated. 4)Gable requires continuous bullam chord hearing. 5)This hour has been designed for a 10.0 Psf bosom chord them bed ronconwnent MM any other live loads. 6)-This buss has been designed for a Ilse leatl of 20.Opsf on Me bottom chord In NI areas whem a rectangle"-0 fall by 2-04)Woe will 111 beemeen the began chard and any other members. 7)Provide mechanical connection(by others)0loss to bearing plate capable of wghstandllg 100 to uplift M Joint)22,12,18,19,20, 21,1fi,15,14,13. �W4NNWEVMIy4Mpn pum,NNvmM NUPNORB PY fIXe1NO NLLUMp XnEN eeiFWNLC PI4EW]4Am.laOYM1f BEFOMVSE '. arlpn vMltlla uaaYY'^'IM MIlawlcanlreclo¢.RNtleaylO6mddaY Wa,pxaneleNNwm Odklnmb]NWdLtiWgam,porenl.roe IrXArVM 9afgY 4ale4 bP �iM Moth �IlrmmweU w amem�n raYP Ptllb Em waq"�niuve�la ix:x:lnl MiTee ,Yw�yi�egYedW6YJlhavl to gevavlco ewllKF>•Nde Gers.ulfVaYmd PrtredY WxrWe.(w¢rtl VXWv:e regusplbe Mire, scan, dbieY.a YMnaq 1. r mN.tadllwryAe n12. /,X1UM10xIW MxW.Ofrd9ar]lCL auRarpCompanml mea.P.RL sm1ft . rdeW lnanlfax4a oaalarem 11�e1melmmne.zlan.IeesnaaL SJrealz.we.alavnrrafe. To, RL aaslo L _ Job Truss True Type Ory Ply T1"1019 x'120 STOA V02 Valley 1 1 Job Reference 0 Eollel BUMhp Gomorrah,Supply, J.1cam11N,F1 MM - 8.010a Apr 20.16 MITek lMuahva,I1,. Fn Fe01 o":MM 2017 Pagel D:DOyb=RWCWw0Pa5 5Y} "69-Kn,T6cAN4J M.OUhulI R7y4,Mc_SSRFa My 8614 1834 &&14 wv6 Sx8_ sub=1'.10.0 3 L5W 1 11 12 9[I4 13 5 d w II 9 B ] 6 3x41 TR II 2x4 I 24 Safi- 2z/ II 1&54 1854 Plata OiNt (X,VF I 'o 33 EOpL3'03-00-21 _ LOA G(pail SPACING 280 LSI. DEFL. In (Ix) Vtlafl LW PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TC 0.32 Vsft(LL) Na - Ne S. MT20 2"/190 TCDL 10.0 Lumber DOL 125 BC 0.21 Ven(TL) Na - We 999 BOLL 0.0 ' Be,Stress lnr YES WB O.W Horz(TL) OM 5 we rle BCDL 10.0 Cocle FBC2014/TP1200] Matdx-S Weight 68lb ET LUMBER- BRACING- TOPCHORD 9,4 SP No.2 TOPCHORD Structure mod meant,direNyapplle0 Or 6-Og oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid calling diredlyapplled or 10.0-0 mbadng. OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No 3 REACTIONS. All beadngs 18-0-10. do) Mex Hoa 1d9(LC 11) Mex Uplift All uplift lW lb orleasa,)Olnt(s)1,5,9,6 Max Gmv All reactions 25010 or lese a,loint(s)1,5,8 except 9=12(LC 211,6=455(LC 22) FORCES, (Ib)-Max.Corn,FfiWa .Ten. All lomes 250(Ib)a leas except when shoes. WEBS 2-9-304/149,4-6=335157 NOTES 1)Unbelanced mat live loa05 have been considered for this design. 2)Wind:ASCE 7-10;VWt=130mm IS wood gust)Vuldi 01 mph;TCDlr5.0aaL BCDL=S.OpM,,h=2511;B"Vl;1-24ft;aNNv=4ft:Cat. 11;Ely B,End.,GGp1=0.18;MW FHS(dlrar khan)and C-C Edoulol(2)00.01,0 2-11-15,Intenor(1)2-11-15 to&514,Eaanior(2) &5-14,011-514 mne;C-C for members and faces&MW FRS for reactors shown:Lumber DOL-1.0 plate'I DOL=1.60 3)The teas has been designe0 for a 10.0 psi f our.than!INa loatl nonconcunent with any other live loads. 4)-Thls tmss has bean designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 36-0 tall by 2-04 Wide Will fit barman the bacon choM arvJ arty other members. 6)PrA ds mechanical correction(by ethers)of Miss to baetlng plate capable of elihslanding 10016 uplift at)olins)1,5,9,6. e)WA Q W4MtlIe YUPy Gel6npowna —R-D-8---DNCLVO8O—aBFfMNLEBANn Mi)4Am.Ia0421r6Ba£aaEaaa Crim WYJMuemIY wIT ANIekA careclwe.IrYstlaam kbmetl wYYupcnpxmwlert Lawn aNkMmMMIWdIxYtYrp cwnp[Marl ml ryskm.Belae�.IM IxlkLMltlmprer mut venh 11¢m1YW#HyalrMMr paanelenaq NtlR M Yaapttala Ratlown Fhr Te overtll txlrap MJyn. BccYg YVJhalatlk to gevenl WCYIXV o1MM]W InaY WelYad/adntlrrgmCBliaYK A�e"r-✓J 1amRNaYaxl CermaierXamYp ktlwaWreg4etlb WYi111ycrNlogevan wllq:re Wmi�wxl bAlYtlaN pWerY6�r yu fu mr�wra B�arJ¢e rap[xOrryA tla Id»kaIM OaNa.daMVY.rfalbntlM nroclr9olMaarad M2Nnemi wa/J4IVIRIWlIY CAwb.pLd9aM 8C914YJrq CwnWnaM BW4enb.1BMtl. yHly NompXm awL2ie hmm Irw FMo YMllule.'tIBN.lee Sheet WM314,OIemWIn VAZYJI4. TnryL FL 3Y10 Job Tmm Tmm Type GN PN T10414T2e I12066TOA V09 Valley i t Joe Refersrce Corel eutling CompolwM Slgply, Jukeomilb,FI32256 We dApr20201a MITtTl Vagi WM. Fn Fei"O i06:09201TPape1 :OByD%OGRYVCWwOPo6_SYympePKniTBCAVly3RWPWeOUFaIMzw{IiMS %RFW VKBy ggp 3 o Bao —o 3ca1.=121.6 2 San 12 5 B 3 1 d 3.as as l a ro aero o fp ss PI NOtlae DLYI 12'OJ0624I LOADING el SPACING 240 CSI. DEFL. in (loc) Weft W PLATES GRIP TOLL 20.0 %ale Grip DOL 1.25 TC 0.48 Ven(U) We - No 999 Nlnn 0 244/180 TCDL 10.0 Lumber DOL 1.25 GC 0.35 Vim(TQ Na - We 999 BOLL 0.0 ' Rep Sbem lour YES W8 0.06 Horz(TL) O00 3 Na Na Bi 10.0 Code FBG2014RPI2007 Matrix-S Weight:431b FT=20% LUMBER- BRACING- TOPCHORD 2x4 SP No.2 TOPCHORD SImcN2l wool sheMMng diumm,applied of 6-0-0m purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid calling directly.pilled or 1.0.0 oc bmdrlp. OTHERS 21,4 SP No.3 REACTIONS. (INSIze) 1=211/134-13,3=211/1 311 3,4=53]/13313 Max Ho¢ 1=52(LC 10) Max UpIIX b33(LC 12).3=3 (LC 12),4=40(LC 12) Max Gmv 1-216(L0 21),3=216(LC 22),b53T(LG 1) FORCES. (Ib)-Mex.Comp.Mlax.Ten.-All lomee 250(Ib)or less except wfien shovm. WEBS 24-36&153 NOTES 1)Unbalanced mat live foods have been mnsidersd foribb design. 2)Wino:ASCE 7-10;Vult=130mph bfa nd goal)Vmd=101mph;TCDLd.Op f;BCDLS.OpM;h=25ft;B=t5ft;L=24ft;gave=01;Cat. II;Exp B;End.,GCp".18;MFRS(liracdwla)and C Exterlor(2)691 to 3-9-1,Inter 3-91 to 89-0,EMerbl(P)69-0 to 990 mne;C-C for members and hardier B MW FRS for reacbore shown;Lumbar DOL=I.W plate grip DOL=1 60 3)Gable requiree con4nuom bottom clonal baeNg. 4)Thls truss has been dentinal for a 10.0 of Whom chord live load nonconcurrent Win dory other live bads. 5)-ThIs buss bas been designed for a live two of 200dat on the toman Mord in all areas where a redangfe 344O oft b12 a0 wile Will fit between the bof chOM and arlyolher members. 6)Provide mechanical mmadlan(by others)of truss to beebng plate capable of WUhatanding 100 ib uplift at lolntho 1,3,4. Q WA.PNA'a vM/y aaom' vi --arEla—ndide—ANO—marOtlFENaEFEPA--E EMYl1Am.mOYlOI6 BEEa.EY4E. Ib90r NAYJIw usewlYwnT MIIaY®amreclm RdsMrclpn kGrn1 oNV ul*+EPoran.iws Hawn.maalw m h]NR✓i M1cAlpcanryagnl.rot Inpprygm.polio .Ila dYbgGmb.erm.el'/alh ir¢AxlM:tl�xNof[kN,jr planeleme pMnN ru�xµaaleMMWn Morheovadl WypdWT.Buwgrxxcal�kla w.w«+r earuraaniaaaliwrbbme/«fawm wv.Aeelora wrriwrwmaparrri— I(• loan lerncr�a k W.q.reWeOkY MtlllYatlroaeumlcdltT v4Mgatle�ruxl iiWYWpW.rIY bOwwrd p3h�aara9ahG A9 s..It F�IBM. wlcellm oarwe.ddeerv.axmnmal.mkvolxr®nmalr�mlma�Examll.liar punaaea sAwradWmbr�.rx wrrF lwa.wll.aarc,finerorn rr�rwNkw.eN.2re B.reeslreal.sMNa12.p..mdiruvA2i ..FL am10 JOD Thar TassType OlY Pty 0414TH 12055TOA VO4 Velly 1 1 Job Rotmellx i 4arel Building Component Slgpy. Jacksornille,FI32256 8.010 5YyVp 201 RWy XUG Mea Dc. Fri Few f011:U5:10201J Paga f ID: XYO%dCR9VCWwGPoS_SYyippB&o RSIyB%uGBJ8YeN6PwGVPM)XI(-figPegmBp%vIS&v 3&10 7 Id 3610 1810 13,0 45 u 2 5.00 12 3 1 o 4 a4� a4 II a4 0 ]-1 a a no-1 o LOADING(psp SPACING- 2-" CSL DER, I, (lop I/def] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 013 Veh(LL) We - No 999 wild 2441190 TCDL 10.0 Wmber DOL 1.25 BC 0.08 Vim(TL) We We 999 BOLL 0.0Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 3 Na his BCDL 10.0 Cotta FW2014aPI2007 Mebix-S Weight:2116 F7=20% Will BRACING- TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood loathing directly applied or ff wce purlins. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid calling directly applied or 1o torsi OTHERS 2x4SP No.3 REACTIONS gb'sim) 1=11W-0-0,3-110700,4427R-D-0 Max Hors I=15(LC 10) Max Uplift 1=-21(LC 12),3-21(LC 12),4=8(LC 12) FORCES. (ib) Max.Comp.IMa%Ten.-Allforces250(b)orlessexcept Miensimm. NOTES 1)Unbalanced root live loads have been considered for this deslgn. 2)Wind:ASCE 7-10;Vdt=130mpb(3 second gust)Vesd=l at mph;TCDL=S.Opsf;6COL=5.Opal;h=25X;0�51t;Ia24fL eave=4X{Cal. 11;Exp B;Encl.,GCplr,0.18;MWFRS(directional)and C-C Fall mnei C for members end forces&MFRS for reachora sheen;Wmber DOL=180 plate grip DOL=1.80 3)Gable requires continuous bottom chord bearing. 4)This Wes has been designed for a 10.0 psi bottom chord live bad nonconcurrent will any other live loads. 5)•This Was has been designed for a live)cad of 20.0psf On the bottom chord In all areas where a rectangle 38-0 tall by 2-0-0wee will m between the ballon Chad and any other members. e)Provide mechanical connection(by others)of boss to beefing plate capable of wabstarain,10016 uplift el loint(s)1,3,4. Q WI.-en saa.LmpamHn=a4 afle NelEa ca TINSINa.1.......nos.PLO .nos a...,a PF USE leaser,Wb to, alyw1in n.--i-&Mstle9gn k 1-1-v ur—IN'—,—Ywwo.ml k nw m"'iWntlYp.—i—nt rot yb Ynayn.tae me Mal.dju!,MAlmn menvwlry tlw .NMIN unaWSV,ygvareWnad gareM[ignq+alo IKeennn Fno Iluwenal ,.,l easier, BacnpIni h to gavael I—s.ng of NeHMJW Insweb masa..mannol .. M}para IemnunV mut rwnmannl.-up tlhgirMrlerl Ia MtilllYab to gevml cdlgrsewllnryvLWi�rolb bA T'wq I*q/mY cbaep9e. FN 9e��tl pubure�aladgl am {LGbtalwa3.OaWay.ax.Mnm]dex:X✓d aN lnmr[uxl M1ussyelemi.weAHA/flll gcllM 4TI1wIa.asad9aM BC31WMkq Comnaal FL ne R. .,aM. •ytly HOmMw�PVile pdn Inffi A la MlxOe.R18N Laeaheet Slle.41>NcioxlXi VPR'1314. Tlalp, Ra0 Job Thos Tars Tyles Oly Pty T1O414J22 12058TOA V05 Valley 1 1 J bileft ( oti II Buildlug Consonant Supply, Jacbsomilie,FI 32266 - 8.010 a Pyr 202018 As RK Imuserres,Ire.Fn Feb 1011:06:11201] Pagel IDDfyI, d RWCWWOPo6_6Yyry Me ?EMC9fZJAmightVWByy301m5AH81NOwM�zm 10 40 10-10 'bA 11 Son.=1:20.0 3 4.00 12 2e4 If 2 e i Li I a 2x4' 2.4 II a4 I: I LOApNG(pap) SPACING- 2-0-0 M. DEFL. In Qw) Wefl W PLATES GRIP TCU 20.0 Plate Onto DOL 1.25 TC 0.31 VerULL) has - We 888 W2O 244/180 TCDL 10.0 Lumber DOL 1.25 BC 0.21 VerUTL) Na - Na 888 BCLL 0.0 ' Rep Stees lncr YES WB 0.06 Hor(TL) 0.00 4 We We BCDL 10.0 Code FBC2014TPRO0J MaMxS Wait FT= LUMBER. BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Structural wad sheathing directly applied or&6D ac putlire, BOT CHORD 214 Be No.2 except end vedlcela. WEBS 214 SP No.3 BOT GHORD Rigid fishing direcly applied or 10-0-0w bracing, OTHERS 2x4 Be No.3 REACTIONS. pbel2O) 1=188110-0-12,4=1O1/1D012,5=45G10-042 Max Hors 1=87(LC 12) Max Uplift 4=15(LC 12).5=68(LC 12) FORCES. (Ib)-Max.CompJMax.Ton,-All fomes 250 fifth)or less except M.ahown. WEBS 2 5=032/188 NOTES- 1)Wide ASCE 7-10;Vu11=130mph(>second gull)Vasd=1Olmph;TCDL=5g AI;BCDL=5.0psl;h=2511;B=45111 L=24X;eave7111;Cat. II;Em B;EnG.,GCpl=0.18;MFRS(dlredbnel)and CC Extedor(2)0-11-5 to 3-11-5,Intencr(1)311-5 to 9-11-12 2one;CE for members add forces&MFRS for maafiore shown;Lumber DO1--1.60 plate grip DOL=160 2)Gads requires continuous bosom chord bearing. 3)This hiss has been designed fora 10.0 pat pattern chord live load npnwnwrranl with any other W.leads, 4)'This pass has been designed fora live Intl of 2O.0psl on the bottom dlord in all areas where a rectangle 36-0 fell by 2-0-0 wide *it fit bNwaen the bottom chord and any other members. 5)Pro itla mechanical connedon(by omem)of hues to Beal plate capade of v4lhstanding 100 to uplift at 101nt(s)4,S �WAMXIa VxXY Cvpn painrwre WC WE A A f�fCxlWtlro�mreNYwlln Mlekrb L 4 M_ M iLMdNhR9 . O�aded Be(aeus ll¢IMYhp �. IN 11 { , .I. 11 Xiarles{ FI the tlAW YH1T Haseedy IeOk --111: 41 fl Ip 1/ 1 1 (+ xY 1 inldw.YV t tivger4TAW b6dM/a'tl+ q 4`=. cYAe Ve YY - xeYb Lx lY adO MN . >WrV ttc elaa,afial wawe.0inne, eleclbnaxlb '.Irpol in mlo srys en s+#N9VR 141udM Chlark D5B B9arM aC9 BUN]ng Gompmenl eBWBeb Frrd yxMyhibmrdm uvlaD'e tan BialMIe YS Mn,418NL e5heel.SUIH]I2N .VPYIRI4 Terrys.FL TM10 JOE Tie T�v Troe OtY Ply nwlarn 12088TOA VOB VeMey 1 1 Job Reference(Optional) BWIOIIIg Genponeni Supply, JBGtsomilb,F132258 3.010s 2IJ MTe XICWJle tOMFn Feb 10AH7H12w) PBBe1 IOOttyEXdCR?VCWwOPOS_SYyzppN-GA?EXICBRJNmIeMpwezjyOµCVAHTH�Bw 61 8 bL3 y4 a Sub=1ea4 z 4,. C2 s 4 3 2x4 L N J LOADING (peg SPACING- 2-0.0 CSI. DEFL In goo) Vdett W P-TES Omp TCU- 20.0 Plate Gtlp DOL 1.25 TO 0.46 %M(LL) No - Ne 9g9 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.82 Ven(TL) Na - We 8BB SCLL 0.0 ' Rap St.Mn YES WB 0.00 HorzQL) Bad Na Na SCDL 10.0 Cotle FBC201UTPI200) McMx-S WOIghL 1x ID 17=20% LUMBER- BRACING TOPCHORD 2ur BE No.2 TOPCHORD Stmdurol Goo!sheathing erectly applied or 60O op pudlns, BOTCHORD asst BE No.2 except and velilwls. WEBS 2x4 SP No.3 BOTOHORD Rigid calling d1rectly applied or 10 0-0 CO belong. REACTIONS. (Iblsiza) 1=20216-012,320218-012 Max Hors 1=40(LC 12) Men Uplift 1=-14(LC 12),3=W(LC 12) FORCES. (10) Max.C.oroNax.Tel.-All forced 250(Ib)or foss axcept Man OMM. NOTES 1)Wind:ASCE 7-10;VUIf=130mph(3-second gust)Vaadelwmph;TCDL=S.OpeC BCDL=S.Opst;h=2511;B:el5k =24X;eava7lg;Cat. II;EV B;EMI.,GCpI=0.18;MFRS(directional)and 0 C Exterior(2)0-11 5 to 3-11-5,Interi0r(i)311-5 to 5-11-12 wne;C 0 for members GO forces&MWFRS for magiorm shown;Lumber DOL=180 plate grip DOL-160 2)Gable requires continuous bottom Mord Dearing. 3)This truss has been designed for a 106 par bottom Chord HIM load Mncencur ent Wlth any other live loads. 4)'This Wes has been designed fora live lead of 20.Opsf on the bottom dwrd in At areas MGM a rectangle 3&0 WI by 2-0,0 WOO Wit fit between the Whom cMrd and any other members. 5)greeds MechaniW connection(Dy others)of these t0 bearing plate capers of a thstandllg 100 to Uplift al Irnt(s)t,3. Q WAWMa-Y ree,e,un.usumeO mon.MING Atha WLLUOEp NIEF IIFiFFINLE PAOEM141]m.M WW"6a9aPEU9a �'T vYt rxuremN MlekAcorlwclm MOaYjklw.ntlaYYlµ-n pawnalm Nown.pNalam MULM G11M2canpx¢ntE mi Sryk n.aNa —thetbat ruga mufvenN Ra gTMabrlNol tlaWJnpamnilavmtlP�bY ncapaab MdmV�wlolMwall WOV dWT Bocfgxel:alalb bpevenidM9pdXMVM]NS webmya clxxO manbneNY.AMMxx bmrpay Mul�nvwnldacbp kdwap reensdk deves, io pevalf dlgm WlD Wsaxe pelwdb?rYT]WIL IYd�xAe.kxfxMwadpl[h�ce�dNMV Ra fa.x:olw.yaepe.edNay.aa:nd�a,ea`o�ofmwe.a.l mas.ntara weAxwmf waptx.pwsaraaea wllmprompe..ln swfon.F.+awa. xuw bxdmeNa wrsmle rom lninMe xennne.zta x.leesnees ane 3tz.rv..Mxxwvnnala. rwm..a aslp JOD Truss True Type Ory Ply T1W14720 12056TOA V07 Valley 1 1 Jap Reference Io0e0nal Build,CompdNM SuppyI Jedsoneille,F1=66 B.01G.Apr202016ahloklydwares,file. Fnnaoivi1U6:122017 Pagel ID DIIyDNdCMVCWwOPOS_SYyzpp60-NAZckeDnO INakuMROWWIJLITVkNOB4gvTB ZBY 2-1 0 218 2 400 12 Scale=163 9 e a zx4 s LcJd)1m(ps1) SPACING 240 CSI. Di In Qoc) 1i W —,ES "fig" 2G0 Plate Gdp DOL 1.25 TG 0.02 Ven(LL) has - we BBB W20 2"180 TCDL 10.0 Lumber DOL 1.25 BG 0.01 Verl(TL) We - we BBB BCLL 0.0 ' Rep Strass Ina YES we 0.00 Horz(TL) -0.00 2 We We BGDL 10.0 Code FBCXR1 TP12007 Matrix-& Weight:516 FT=20% LUMBER- BRACING- TOPCHORD 20 SP No.2 TOPCHORD SleucWrel vmoc.1fiealMn,deal,isalietl or 2-1-8 oc ponies. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.00 oc bracing. REACTIONS. (IDAIze) 1=q@-0.12,2=3&20.12,3=11/t-0-12 Max Hoa 1=12(LC 12) Max Uplift 1=3(LC 12),2=-13(LC 12) Max Grav 1=47(LC 1),2d6(LC 1),3=24(LC 3) FORCES. (lb)-Max.Comp.IMax.Ton.-All fomes 250(M)orleasexcept anal Mean, NOTES 1)W1nQ ASCE 7-10;Vult=130mph(3aec d gust)Vasil=101mph;TGDb5.Og1;BGDL=5.0,%h=25r;B=45It;L=24ft;ease-IB;Cat. 11;Exp B;Eml.,GCp60.1&MFRS hilreIXlonel)and CC Extenor(2)zona;C-C for members and forces A MW FRS for reactions sfawn;Lumber DOL=1.60 plate grip DOL=1.60 2)Gale M ihas continuous bottom chord bearing. 3)This truss has been designed for a 10.0 pat borate chord five bed r nconamrmad wth anyother]Ne loads. 4)-This Was has been designed for alive load of 2o.Opef a the Doftom Man in all areas utuse a rectangle 3&0 tall b12-0-0 wide wall fit whaeon the bottom chord and any other members. 5)Besting 9 j 2 considers parallel to grain va us using ANSVTPI t angle to grain formula. BWIdIN designer should verity capacity of bearing sunaw. 6)Protide mechanical connealon(by orders)of turas to bearing plate apses of wthatanding 100 to uplift at joint(s)1,2. Asseesns-east, anpmnMNs aM NEta XOKe W/MIe INe MLLVOEp MIEN a69YNCf PA6EIM18ANv.fa021I696Oef U6E @yT WpMuewYy WN Mlekd careclm.Rk Mtl�k r�aaedoraYrFera Manalenenxn.m[lela m MTtlM[uMlpcorMcvtnl rq1 p�eam Minn �laea�.11w Wklrv1, ,lr.`sUrermul valN ire 44llceyilN of M9g�waanrelasm]PMNeYraraWrale llMdSWra hlo Mf rnmrtll a�emrgr.a«rplml:m�,enropre�nal.exun of r,dw.a la�wal.meln nnamerre.Na.om. Nealloaa mmwrmaaa remau.mla«an Lffk- edwoya rewaeelw uabslNaamweYemc wmw+3ue nnbrrm kr.raawa>advdnrame.rn garrnd gMturxray�d•V Ase MMulbn slarye.adMny ueckn mtllx Iryolmmlee NSMIe'MseelJlwmf 1A dlleM'.aa9'aYma ad516uNnp Carrywwnl Ts,FL E®BNe. syalyeapmvJtar mMdYs M1an sate Rale YYtlMe,R10 N.Iee5hae1.911e312.NemdM.VRY[JII. Temps.iL 3aS10 Job Tres Thiers TYPa 0 14M6 12058TOA VOB Valley 1 1 Joe M 6 M a lopeoreg BUMIIg Component Supply, Jacksmvlile.Fl=56 eA148 Apr2020"ckeDnr RlNAUFWMWWItLI1:0N0841TPege1 ID:DIrybXOCR?VCWxOPo6 SYyzpp6&AMZckeDnOlRl NskuFWROWwVilLlgvkNOMgvTezmZBv 2. 2" Smb=I:e4 2 Sao 12 D14 11 i 9 3 era% 3w II LOADING(psi) SPACING 27 CSI. Di In (lac) Udell tM PLATES GRIP TCLL 2O0 Flats Glp DOL 1.25 TC 0.05 Ven(LL) we - We 888 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.03 Ven(TL) We - We 888 BOLL 0.0 ' Rep Stress Inch YES WB 0.00 1-1 0.00 We Na BCDL t0.0 Cable FBCW14RP1200T Wetnz-S WegM:a lb FT 20% LUMBER- BRACING TOP CHORD 2x4 SP No.2 TOPCHORD SlmUurW wood ordaining dlrec"applied or 2&4 oc purple, BOTCHORD 2x4 SP Nae wosptelMvallcais. WEBS 2x4 SP No.3 BOT CHORD Rgid wiling directly applied or I Oa 0 m bradi REACTIONS. IID/slze) 1=72M190,3=MM-7-10 Mex Harz 1=22(LC 12) Max Upn111=3(LC12),3=-13(LC12) FORCES. (Ib)-Max.ComdAv1ax.Ten.-All tomes 250(ID)or less exwpt when shown. NOTE& 1)W Intl:ASCE]-10;Vult=130mph(3-sewnd gust)Veld=101mph;TCDLd.Ops1;BCDL=5.0pst n=2511;BA51t;L24R;eav 4P Cat. Il;Exp B;Enc1.,GCpi=0.10;MW FRS(directional and CC Exterlor(2)zoni C for members and forces&MWFRS for reactions shown;Whither DOL=1.60 plate ap DOL=1.60 2)Gable requires writirsous bottom onord beenW. 3)This truss has been tlreigned for a 10.0 on bottom choM live load nonwnwrrsnt wan airy other live loans. 4)'This buss has been designed for B live load of 20.Opst on the bottom Molal In an areas mere a rectangle 3 6 0IWI by 2-(FO elder will fit between the bottom cMrd and any other members. 5)Pravda mttthanlcel Northman(by others)of Was to bearing plate capaye 01 witnslalldng 100 to,gift at Idm(s)1.3. Q MIM/NO�VUNyb�npveiMms'gN£CaX,T PY 110I.VOtL,r Yya REFEMNCE MOEM)4s liR4ale GLfaPE USE CeYT uaMIdus orvv'Mm M111Ocmreckrt.IMtlaY{ekIrmtlueYaWo per_ No Uawl.wtl LLtom MN7.a rMaYpcanpwneL hit kI sRlem Palau the.Rr`zeas tleYaxv mini-Av IM"'oher,or CeYT, W�melmoW proaM Ncrnpwam mBdgn bio Muvevdl Rdla~1 Nostra ridir.Obto I-ern,hix49M a1MIMxl burs fglmd howl 1 sd..1 Noo l>gma,enl bi on, Mrek' [fuayslet}1e01a 512L1yaxlbpavml cGlgrztl uanfx�'e pauxd Nkxyagpc{xvly6anlan.FmvN,v.U.NoNAame BW4PoN Eel Md. KvtmMakxaaa.WXu9ry aeclklnm]dsFq of M1useSmOlnlnnyalara aaMH51/INIOWIYGMb.p9B2amEBGY IUNgCompolxnt Te,rya,FL 33810 8ya1x11MnMY awlyde M1oml�Rak M11NM.9IP N.lee Slree1411e 31 R.OleumMki VPYLJII. bb Hues Thal Ory Ply T1041472512p56TOA VOB a.,_ 1 1 At Refermx:e northern BuiMilq Containment Supply, JecovenMlle,FI 32256 8.0106 Apr 202018 MITek lndus0i9e lnc. Fn Feb 1011:06:13201] Pi IC DIIyDxdCR?VCWwQPOS_SYyzpp%0Z7_y_DPBUu?WVEyn?BfOkIWoMaNkPTOs Bu _ L]0 F7 0 Sol 1:123 2 3a II 5 12 4 1 Ll 3 2y% LM I I LOADING(pet) SPACBlG 200 CSI. DEFL In gee) Abell Ud PLATES GRIP TC11 20.0 Plate Ghat DOL 1.25 TO 0.23 Ven(LL) We - we BBB wit, 2W190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Veft(TL) We - we f189 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Herz(TL) GCU We Ne BCOL 10.0 Code FBC201,hTPI2007 Mali Weigh:15 to FT-20% LIMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Slrudurul wood sheaiNng directly applied or 67-0 oc WHIM, BOT CHORD 2x4 SP No.2 except and verticals. WEBS 2x4 SP No.3 BOT CHORD Engler ceiling currently applied or 1000 oc bredng. REACTIONS. (Iusize) 1=147/666,3=147/466 Max Herz 1=45(LC 12) Mex UdffI 1=-0(LC 12),3=-26(LC 12) FORCES. gb)-MI Comat.wMax Tan.-All forces 250(11b)orlese excadwhen shown. NOTES 1)WIho:ASCE7-1PVulL130mph(3-s.e gust)Vmd=101mph;TCDL=S.Ops(;BCDL=50pst:h=258;B=451p L--24f;eave--4h;Cal. II;Exp B;End.,GCpl=0.18;MWFRS irradiator)and C-C Etlehor(2)08-110 38-1,Intehon(1)3-9-1 to 4-54 mBe;C-C for members and forces B MFRS for reactions shown;Wmber DOL=1.60 plate grip D01-1.80 2)Gabe requires continuous bottom Chord Dealing. 3)The truss has been del lot a 10.0 psi bottom chord Its Iced hanconsairrenl win any other five leads. 4)-TMs truss has been designed for a live load of 21 on the WHIM chord In all areas Mere a rectargle 3£-0 tall by 2-0-0 wMe Wit fit between the bottom chord anti airy other members. 5)Encircle mechanical cmnectlon(by others)W 1.to bearing plate capable of WHIM tanning 100 IF uplift W Idnt(s)1,3, QWAANNpVMyaslAnpe�rWwewp AEte MOIE4 eN1WYION'CLUam Y/Fx aEF£aiXCENefY!)?J m'.faaY S6EPoPE USE DeSL}�Wp M�nawYYv/IT MIUNIDiwv¢[IaS.IMde4 6bmeoNY up�n{wmiehm Lwwn.0akluimMYJAM bAOYq�m�[r»r'nl,rut eu¢Mlem-aelde�MedYlUrq Mskl �nml venh4+dAlNolaugln pr�aneleisagggwfllY1*Y�MwdeX Mollrewmtll blyypdµyi w 1rBY� IeOkio n>•evanllvcYlYg ollMlvNW InsswaDotl/dcMtlmemLerbwiy.M1MdlemµYay and1`elmwnl daAlg kdwal5 rerylW kn ptlAllYed lu pevtni<dlgce wlin n�(xnQM+Ferva✓Y RYuY eM IrM^iriY�Y nTM. fa 9erwrtl gLLS>x'n iW3��a4g Ore YSYk:aNm aMgM:.tlelNery.aeclbnaM baig oil m[I lniseyilamn w�MNYI/MI WdIH CrIInN,aYdY aM eCL WwYry Conrpen•nl MV4%rb 6rr AfwA. }yAYlrbnrtllm wdQYe Ywn Ira Fgle YeMiM 21a N.Iee Sheet SYIea14,Newxlb VP22311. TenpL FL 33610 Jab T. Tmss Type ON Ply T10014727 12058TOA V10 VeMey I 1 _ Job ReN >Dood Sudan,CdlpdWnt Supply, JMUnmaille,FI 32256 - aD10 a Apr 202016 asek Industries,Inc. Fn Feb 1011:00:132017 Pagel I D:DltybxdCR7VCW wOP05_SYy:ppePDZ7_y_DPBBZu2 W 4pEytl201 TIMSeBEeNkPT0OnS6J 270 270 Smk.100 2 5110 12 2N Ll1 d a M i 2x4 II LOAMNG(psi) SPACING- 260CM. DEAL In floc) Udell wPUITES GRIP TCIL 20.0 Plate Grip DOL t25 TC 0.W Ved98 (LL) h a - We 0 MRO 240100 TOTJL 10.0 LumIm DOL t25 BC 0.03 VWhTL) dre - we 899 BCLL 0.0 ' flap Stress Incr YES WB 0.00 Horzf L) 0.00 We We .CDL 10.0 Code FBCn14RP12007 Metrix-S Weight 7 I FT=2096 LUMBER- BRACING- TOPCHORD 2x4 SP Nc2 TOPCHORD Simdurad wood sheathing dredly applled or 2-70 oc pudins, BOTCHORD MSP No.2 aueptendvedlcele. WEBS 20 SP No.3 BOTCHORD Rigid calling already applied or 10 0 0a bracing. REACTIONS. Qbhlze) 1=6]266,3=67/2-66 Max Horz 1=21(LC 12) Max UpfiM 1=3(LC 12),3=121LC 12) FORCES. (b) Max.Comp.IMat Ten.-All tomes 250 fib)or lass except when shown. NOTE& t)Win:ASCE 7-10;Vu11=130mph(3 second gust)Vasd=101mph,TCDI-SDpst BCOL=5.0pst h=251.B-151C L=24R;eava�p;Cat. II;Exp B;End.,GCpi=0.10;MFRS(tllredlonal)and C-C ERerior(2)am,C-C for members and Imran&MW FRS for reactions shown;Lumber DOl=t.80 plate grip DOL=1.60 2)Gale requires coMlnuws bottom chord bearing. 3)This Mae has been designed for a 10.0 far bottom chord live load nonconwmmt Mth any other live loads. 4)'This tNss has been designed fora Ilve load of 20.0psf on he batten chord In MI areas where a rectangle 36-0 tall by 2-0-0 Adds will fit between the bottom chord and any other membsks. 5)Provide mechnnlow connection(by chem)of busy to beaking plate capable of Withstanding 100 lb upIM at Ioinbe)1,3. tl WIXXWG-YMly MalgnpvsmM=NPFb NO1E3 CW RM IXONCLYKOYILI—EMXCE I—E-7477-1-1 aFlOXYeE Ie as MMl rw�rWY�In IMieA®cmlticb2 R![Ymp�h�stlaYyrryzrrp.7anelmsYawcmlhMm MlW�nl Wldrp canpttent rot nim swan.Palwe ve.he DiWV�rbY+rrxwlwWY MW a¢k"O,'adm4ai poanoms.ya � 'Mrmnarb lhafIzeIFb Meovatll IxYLpdeebi BWphgcolBdhbkmmrMla JYpdYMllxtl FmwebaWaduGmanlaSaYY.OXaMxYx dant^'aYmtl�rvanlMxMp t RYgsre[11Ndb6YlXYaMbPareNCWgXex��IRe Pavdxhry UtlpryuN a, forpnmmd({LL]w-e re0adrp llw k4ibulbtalaay.dvlverY.NKMaxldotlr9WLrMm[I lnmMbilw ee6W11/MI WWIy DM49aNee5l Wlllnq Cwnkbram BeW PWEtaMtl. wM1Y WEprnrypn awtllyYan i�®FMNxyMde,RIGH lee Sxw1.9Ib31 R.01ewx1Mi VRRZ!9. Terrye.R 3N10 Job TmM T11ae Tylpe Ory Pry AON4M8 12056TW V11 Valley 1 1 Job tons alnIe I "oriel BMl4ing Component SlpPy, JB¢kWfWi119,Fl3M5e 6A Pa-r20201a MITeslEly Mes.Irc.XUFeb 1D11Vfi:142afT Page mZS IO:DIIybXdCR2VCWwOPoS SVyzppB&M1IM1M9KEtyUM1IdAUGMxIMOLaWehONegb090YWzm2Bt a oO 40.0 ends.I:li.1 2 zw II ado— 1 e 3 3AG 2Nq I LOMM(psi) SPACING 2-0-0 CSI. DEFL. In pm) Well IW PLATES GRIP TCU- 20.0 Pf.: Grip DOL 1.2s TC O.tfi Ven(LL) We - Na BBB W20 2M/19D T(AL 10.0 Lumber COL 1.25 DC 0.11 Von TQ has - Na 999 BCLL D.0 ' Rep Stress rani YES INS 0.00 HordTL) 0.00 No ole BCDL 10.0 Code FBCJ?OIRPI2UW Metrix-S WaIgM:13th 17=20% LUMBER- BRACING- TOPCHORD 2.4 SP No.2 TOPCHORD SWCWral wmd sheathing Madly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end vertcals. WEBS 20 SP N0.3 BOTCHORD Rigid celling direct,applied or 1 Eracirg. REACTIONS. (INslze) 1=124/3918,3=12,W-11 6 Was Hors 1=38(L0 12) Max Uplift 1=8(L0 12)•3=-M(LC 12) FORCES. (Ib)-Mat.CompArlax.Ten.-All lames 25)(to)orleas exmpt shenshdwn. NOTES 1)Wind ASCE]-10;Vult=130mph(3-se gust)Vasd=loimph;TCDL .Opsl;BCDLd.0,1,h=25X;B=451t;L--24f1;eave=4ft:Cal. ll;EV 0;Enb.,GCpi=G10;MW FRS(dlredlonal)and C-C Estrin(zore;C-C for members and loans 8 MWFRS for reactions shown;Lumber DOL=1.00 plate grip DOL=1.80 2)Gable ischias mntindous bottom chord baanrg. 3)TMs tiles has been designed for a 10.0 psf bottom chord INe load mncmeunent INN any other live trade. 4)-This imae has baso designed for a live Intl of 20.Opsf on the bottom clwrd In all areas where a rectangle M-0 tall by 2-0 0 wide wall fit between the bottom chord and star other members. 5)Provide mechanical connector(by others)of buss to beefing plate capable of withstandIM 100 to uplift at Idinf(s)1,3. �W4eNWdVxlry a�Gan prmmGm uG mord voles PY MK<NO MYLYOEO NAFEx aEFEF4 HLE late absW—.IWHMbeEFaaEWE. ��walw�rnr wm Mnaxm�..nr�mow Imwa�nw worvrdv�r>n�w.�el�.mowi,wwlr roimnaw�a drAw�rw�l.�r Betwa�.nw aware��maGvwW Ire wxa�tAN orison pawnerwserYl wwenv r�oomarob orf swan No mdorwal WtwpBwYppgMletlkbgevmidcpW of dfiMd MmweDaW/wcdntl mnnrwiaaY.ldJb✓11anP-'r01'm1'pwniwVmldacMy IL• itlwMra94W 1d GYAINw'A10 P.throdt4xe WMfxrmLie paewnl blrYutlwWariYd�eeW {d[p�aex9�F�kerR rd✓JM ififib EtlaMO. tlM^ Ibn Gwrye.tl&M1NY.erxlbnaN da[#q of lrwniaM lnmsY+laluce4tW/IPIIWlY dLd9agaCL MtlIq CwMaarM Wry Yewmctlar wdtH fiwn Frim FW6lruXlule,218 N.1�SPaei.Albal2 Nexw tb.VRZ13 Terry&FL 3N1n JOE T. Type CRY PIY 10414]28 12051 V12 Valley 1 1 0Re ( otl Il BWI61hp CwrlpwwM Supply, Jacksonville,H I CW, 5Pyr 202016MITek IMFWcWeFInc. Fri Feb1011:08:15201] Pape1 ID:DtytxaCR]VCWxOP�5Vy2pp60-BxFIMFgjapcFKirwe]5]PpbY2B651•g2ua4ymZBa 2-0O 2 b0 4xe_ Scale=16.8 on F,-2 2 1 6 3 2,4 I Ple OB DLY1- REelde.0-1-141 LAAdNG(paq SPACING 2-00 CSI. DEFL. In (dc) Vdell IJ0F TES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vart(LL) IVa - We 9880 244/190 TCDL 10.0 Luster DOL 1.25 BC 0.01 VsrtQL) me - Ne 888 BOLL 0.0 Rep Stress Inch YES WB 0.00 HxdTL) 0.00 Na Ne BCDL. 10.0 Cotte FBC201MP1200] Matti ht 5t FT=20% _. LUMBER- BRACING TOPCHORD 2x4 SP No.2 TOPCHORD Stmclural vaod sheathing dilledly applied or 2 O0 W padre, BOT CHORD 2x4 SP No.2 evept and vemea s. WEBS 2x4 SP NO3 BOT CHORD RlglJ telling Ciredyapplle0 or 1O0-0 do trading. REACTIONS. (Ibhlae) 1=44/U11-6,3=4N1-11E Mex H. 1=14(LC 12) Mex Uplift 1=.2(LC 12),3=-SLC 12) FORCES. (Ib)-Max Comp.fiWh.Ten.-All tortes 250(let u Ie al except Man andan. NOTES- 1)Wind ASCE]10;V01=130mph(3 second gust)Vasd=101mph;TCDL3.Opa1;BCDL=S Ops[h-25X;0=4511;L=24h;Gave-I t;Oat. ll;EVE;End.,GCp1=0.18;MFRS(directional)and C-C Etrlerlor(2)mm:C-C for members and forces 8 MW FRS for read re stores;Lumber DOL=1.fi0 pale gtp DO1L1.60 2)Gable requires continuous Whom clhord reaiir, 3)This turas has been designe0 for a 100 psi bottom crorO this Ioa0 normorwurard Win any other live once. 4)-This truss has been designe0 for a IN.two of 200,,on me bottom chbm In all areas adi a redoing.3&O lost by 2-0 0 ends Will Ill behveen the Whom chord and any other members. 5)Po ldie mechanical hnmedion(by others)of lass to tearing plats capable of Wihstand,100 lb unit at).m(s)1,3. AWIM'Na-YvayFpinq'nMexen4aEIO NO/Ee qI 1.ANO andideOYIENeeFFNXCE lef.s."O's—tae ,.USE ba}xhwF]Iw ugmYwahOMnekIDconhlxtm.IrBOhrAJnk W.ux1 oNY ulm 1len.1 u tIa m.or.ol q—,ohonl,rot pYen ryLan.Akre hxv.tte dldH r!¢Wyr�muN vmlry Ra 444h;dalN�h hls4ln Manelms avl rrm+IY Fcapvhlle I,a MN{In Nb Me o�ndl Phyp EahkFh.ahxtptrY lalkmweeerhl MhcNMalMNpul lhmwebwLc(cWhn manEaewry. 'R4o,..leaOnnff. nl lvrrtw MRek' aaoaregAwa+x+,uN�l�wewanhealmm..mh w,aae whom rPry gala whw IVN�bae. loh e�leha wuh..:e reW.rnhp nen eaavw Ew fila. SlaxaMYtlppy.tleWwy.npc —W dl stems se IorcHn VAMCMxb.ofed9aW acL YhYtllhp Camynxll SIYYIMmMm rnvl2Htan a�aflale WIIMe 21a N.lee Shwl.SMa 312.IN�aNb,VR22319. ]urye.R aa510 o,o D— m 5 v (/> �m N� 5 x 5 m s Z x ° s "Ia2 36_ aamma n gpEo��000nlOO "OoaO�]m� 73OnDm.0�mOn y ma 0_. Cu, O �s mvamod = o2'Dna q mO�m Z � 00 a ¢ Z> � c 04 O ' R mo334gO.D. Ov N Uim -n�' osmpo am3a aJ ' La3o nnna . Z o o> >p3o¢4n Hama' oO DanmO „ m 0. 0mo ° O5nZ o bo � 5 OOmm °0 mO 6D - OX 6 £3 5n_. z � a p' na o 00 om < ' 0' < 'm 30 J m - V�g zi mD4 TOP CHORD 3:0 ^Z m N 'S mi J N V N (�j N HI G A n y m: � 3 o ^< CN. N �; o ON m N �= 9 A A� O = S O 3 7 J ' m y §2 a o mo og f3 /1 ' N v 0 O m d x�' N v o i rt V D D n ° vae R m 3 £ m MR ° mt a' v a E; a Z $ m c m o m u, cas a mm - Lm N m TOP CHORD a _ i5 i5 an �c �m 3 46 c °¢g0 3 87 n c D �oU m.3k d Ro o p� 83 �OS Rd Q�3 qq °� ma °mom 3 Ogg xm R�g�Q O N �O 2g mm� o� oSgg aR' 38 Q $ �n m °p qm� 3 sm`m' odR o� W o 03 a g o g 90 a ma a3 a aim �s° n 33 m3- S m$ a ssR3 gr; o H, m 0 7 nn ao Sn is " 3� °S c "� 8 n a?R Y &m3 $ 03sg 30 £ m m'c 3 n Sal a0 3� �2 8 n��. x Ys 3q¢n _ O 1 �go �3 a ° �m Flo v m FS zoos �aO� R O C fi'm m m ca R a� d o °a 3 e' of Qm da c, o m 'fin a 2 C -3� m Q C)qq R Wv 8 R p3 H `4 0 &� ym N saD a $ a s Hm m a ? Q y a Z £a R a n a �6 3 m m �On 3 o \V N o�, r �I AA � -T ZFJ 1 3 Iva 0 19 e n wiunw e � s i ¢c u a � r g l `c R Q � F �� 0Y SECOND FLOOR LAYOUT FIRS' SCALE: 1 /4 = 1 1O° SC I Floor TNN rLiq BCS 24 LX Y USP as 22 1 UIL E ALL BLVD. UPPLYI NC. USP THD26 2 4620 dP Hwll aLVO. smTE aoa I U$P THD48 12 GaEEn CcvE SPRIry s. FL 33G43 uUSP THD2&2 1 0: 904.297.9390 II USPTHDH28-2 1 8 r E F: 904.529.1406 IS— BEARING HEIGHTS Menq Pmdud U P JUS24 B USP THDZe 18 91-1 1 /811 n 10'-1 1 /8ir 9 4S CQ $ 1 21-1 1 /8j1 ES C S 20, - 7.1 ra THIS IS A TRUSS PLACEMENT F. ne DIAGRAM ONLY. c m The trusses are designed as intlividual building components to be ED T15 Incorporated into the building design at 4 the specification of the building In call) ! designer.See individual design sheets for each Was design identified on the placement dimming.The building designer is responsible for temporary and permanent bracing of the roof and n floor system and for the overall structure.The design of the Was Support Structure including headers, T. beams,walls,and columns Is the EA responsibilgy of the builtling tlesigner. For general guidance regarding o bracing,consult"Bracing of Wood Trusses"available from the Truss Plate e wr As Insfitote,583 D'Onif io Drive;Madison, WI 53179. - - r ATTENTION. s cEwxc Reter to truss layout and engineering I. documents that arrive with delivered 8 a e S e a 8 x a a a e a field trusses. - Unless noted otherwise,all beams are n by others. REvlslon DATE ',aa By CDio Di1 s EccEo Cll TOLL ENT BROTH- - SOBOIVIBION ATLANTIC BEACH ANBASEADDR xmrz MODEL CAN TgOPE2 E.C. COASTAL DRAwN ev LOT # RAS DATE LOOR LAYOUT 3' 02/10/2017 11011 / REP# 12056 o-) q �. ttMN ip I ixr qqF [.m' A � 0CELL:NG fd { [ta vcuu s s ND 1. .,mm sa.00 �csno SECOND FLOOR LAYOUT FIR! S CALE: 1 /411 = 110° - - BCS Fbp Truss nneaar Mel Man redW I USP 422 1 gI7J ALLEEV UPUITI NC. U3P TH02a 2 .... C .. BLV.. IL. ..3 II U$P THDCB 12 3REEN COVE .29 . 390 r USP iHD2&2 1 ❑: 9[14.297.939❑ USP onn ct [1 1 8 $ F: 94.529.1406 n Roof was Connector Met I Maw Mud ry BEARING HEIGHTS P JU 26 � I USP THD28 ie � 91-1 1 /811 r 10x-1 1 /B° @ fi g 1 2'-1 1 /H° S 201 - 7li _ La. THIS IS A TRUSS PLACEMENT a DIAGRAM ONLY. e m These busses are designed as individual building components to be T, incorporated into the building design at T 'ae 5 the specification of the building 1a cause ' @ designer.See individual design sheets for each truss design identified on the Ta placement drawing.The building _ designer is responsible for lemporery - and permanent bracing of the roof and floor system and for the overall - ne structure.The design of the truss support structure Including headers, Ne c o beams,walls,and columns is the --- — -- responsibility of the building designer. generall e --- Far general guidance regarding bracing,consult"Bracing of Woad Trusses*available from the Truss Plate s cei.mc N Instduts, 583 D'Ongno Drive;Madison, WI 53179. _ ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field busses. Unless noted otherwise,all beams are { o s I' by others. R_ WET RN enols DATE FOYER CHECKED BY00/Call 3 8 l && CLIENT TELL eaorNERe - IDx ATLANTIC BEA.. Gua ErVIsION AMBASSADOR .1 Nap SAN MODEL TREPEZ ELEVATION COASTAL CwawN er LOT # ane LOOK LAYOUT 137 ozn D/zo17 1 13Er