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HomeMy WebLinkAboutHealth Dept SepticM J oSTATN OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Port St. Lucie Properties) PROPERTY ADDRESS: TBD Sunset Blvd Fort Pierce, FL 34982 LOT: 15 BLOCK: 43 SUBDIVISION: Indian River Estates PROPERTY ID #: 3402-608-0159-000-8 PERMIT #:56-SF-2238269 APPLICATION #: AP1628301 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT . #: PR1548747 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MOST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD SeDtic new CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 500 ] SQUARE FEET Drainfield new SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [x] MOUND [ ] I CONFIGURATION: [ ] TRENCH [x] BED [ ] N F LOCATION OF BENCHMARK: Orange nail on the PP NE side of the property I ELEVATION OF PROPOSED SYSTEM SITE [ 9.00 ][INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 7.00 ][INCHES FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D E 0 T H E R REQUIRED: [ZU.UU] INCHES EXCAVATION REQUIRED: [ ] INCHES system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of gpd. SPECIFICATIONS BY: Nicole tanez TIC: Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist III St. Lucie CHD Brian Ingram DATE ISSUED: 04/21/2Cffl EXPIRATION DATE: 10/19/2022 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1628301 SE1503736 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order -shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. St. Lucie County Health Department 5150 NW Milner Dr Port Saint Lucie, FL' 34983 HEALTH ,,PAYING ON: #: 56-SF-2238269 BILL DOC #:56-BID-5177302 CONSTRUCTION APPLICATION #: AP1628301 RECEIVED FROM: Alexander J Piazza PSM Inc. AMOUNT PAID: $ 545.00 PAYMENT FORM: CREDIT CARD 002595 PAYMENT DATE: 02/05/2021 A MAIL TO: (Port St. Lucie Properties) FACILITY NAME: PROPERTY LOCATION: TBD Sunset Blvd Fort Pierce, FL 34982 15 Lot: Property ID: 3402-608-0159-000-8 Block: 43 EXPLANATION or DESCRIPTION: QUANTITY FEE 128 - OSTDS Construction System Inspection Research Fee 1 $ 5.00 -1 - Surcharge (All) 1 $ 45.00 -1 - OSTDS New Permit Surcharge 1 $ 100.00 -1 - OSTDS Construction Application and Plan Review,New 1 $ 100.00 123 - OSTDS Construction Site Evaluation 1 $ 115.00 126 - OSTDS Construction Permit (New or Mod, Amendment) 1 $ 55.00 127 - OSTDS Construction System Inspection 1 $ 75.00 133 - OSTDS Construction Reinspection 1 $ 50.00 RECEIVED BY: AdamsC AUDIT CONTROL NO. 56-PID-4880328 � d mE� STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: C1.?_ 02-1 ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID:��iM SYSTEM RECEIPT # : . "ewe APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ] Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: Port St. Lucie Properties, Inc AGENT: Alexander J. Piazza PSM, Inc. TELEPHONE: 772-340-7770 MAILING ADDRESS: 619 SW Biltmore Street, Port St. Lucie, Florida 34983 TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS. PROPERTY INFORMATION LOT: 15 BLOCK: 43 SUBDIVISION: Indian River Estates Unit 7 PLATTED: 1957 PROPERTY ID #: 3402-608-0159-000-8 ZONING: R I/M OR EQUIVALENT: [ No ] PROPERTY SIZE: 0.333 ACRES WATER SUPPLY: [v/] PRIVATE PUBLIC [)']<=2000GPD [ 1>2000GPD IS SEWER AVAILABLE AS PER 381.0065, FS? [ No ] DISTANCE TO SEWER: FT PROPERTY ADDRESS: TBD Sunset Boulevard, Fort Pierce, FL 34982 DIRECTIONS TO PROPERTY: SEE MAP BUILDING INFORMATION Unit Type of No Establishment 1 RESIDENCE 2 3 4 [v/] RESIDENTIAL [ ] COMMERCIAL No. of Building Commercial/Institutional System Design Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC 3 1,602 [ ] Floor/Equipment Drains [ ,/ ] Other (Specify) GARBAGE GRINDERS / DISPOSALS Diblwny Mgnd by Al...dv 1 Pi — Alexander J Piazza rj : -US. -U.fi1h1.L..-AO1410DOW0017_56C12GJ70d01U7FA, cn=,%Wr dttJ SIGNATURE : Dalc3wl.01.35lw1.58A yr DATE: I-25-21 DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 CI .j STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATION APPLICANT: Port St. Lucie Properties CONTRACTOR / AGENT: Alexander J Piazza PSM Inc. LOT: 15 BLOCK: 43 SUBDIVISION: Indian River Estates ID#: 3402-608-0159-000-8 APPLICATION # AP1628301 PERMIT # 56-SF-2238269 DOCUMENT # SE1503736 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.33 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [ RESIDENCES -TABLET / OTHER -TABLE 2 ] AUTHORIZED SEWAGE FLOW: 825.00 GALLONS PER DAY [ 1500 GPD/ACRE OR 1 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750.00 SQFT UNOBSTRUCTED AREA REQUIRED: 750.00 SQFT BENCHMARK/REFERENCE POINT LOCATION: Orange nail on the PP NE side of the ELEVATION OF PROPOSED SYSTEM SITE 9.00 [ INCHES I / FT ] [ ABOVE / I BELOW ] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER: 100 FT DITCHES/SWALES: 15 FT NORMALLY WET: [ ]YES [X]NO WELLS: PUBLIC: 200 FT LIMITED USE: 200 FT PRIVATE: 75 FT NON -POTABLE: 100 FT BUILDING FOUNDATIONS: 5 FT PROPERTY LINES: 24 FT POTABLE WATER LINES: 65 FT SITE SUBJECT TO FREQUENT FLOODING? 10 YEAR FLOOD ELEVATION FOR SITE: .qn TT. 1377AWTT.W TWWn13MAMYr%WT 0*r 6 9 [ ]YES [X]NO 10 YEAR FLOODING? [ FT [ MSL / NGVD ] SITE ELEVATION: FT SOIL PROFTT.F. TNFORMATTON CTgW. 9 USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 5/1 Sand 0 To 15 1 OYR 6/1 Sand 15 To 39 1 OYR 7/1 Sand 31 To 39 1 OYR 3/1 Spodic Material 39 To 62 1 OYR 3/2 Spodic Material 62 To 75 ]YES [ X]NO, [ MSL / NGVD USDA SOIL SERIES: Munsell #/Color Texture Depth 10YR 5/1 Sand 0 To 22 1 OYR 7/1 Sand 22 To 38 10YR 6/2 Sand 22 To 38 10YR 2/2 Spodic Material 38 To 49 1 OYR 2/2 Sand 49 To 56 10YR 2/2 Spodic Material 56 To 72 OBSERVED WATER TABLE: 68.00 INCHES [ ABOVE / HELOW ] EXISTING GRADE TYPE: [ PERCHED / APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: 22 INCHES [ ABOVE / BELOW ] EXISTING GRADE HIGH 'WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [X]YES [ ]NO DEPTH: 22.00 INCHES SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: Sand/0.60 DEPTH OF EXCAVATION: 49 INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [X ] BED [ ] OTHER (SPECIFY) I- REMARKS/ADDITIONAL CRITERIA 10YR 711 stripping in a 10YR 6/2 matrix >10% with diffuse boundaries starting at 22" in SB2. S61 9" below SM S62 9" belovirBM. SITE EVALUATED BY: Montanez, Nicol (Title: knvirdpmental S�eci�list ll) (Florida Department of Health in S D8 4015, 08/09 (Obsoletes previous editions which may not be usgd) Incorporated: 64E-6.001, FAC AP1628301 EID2238269 DATE: 04/05/2021 Page 3 of 4 v 1.0.2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM ` � SITE EVALUATION AND SYSTEM SPECIFICATIONS PERMIT #. APPLICANT: Port St. Lucie Properties Inc AGENT: Alexander J. Piazza PSM, Inc. LOT: 15 BLOCK: 43 SUBDIVISION: Indian River Estates Unit7 PROPERTY ID # : 3402-608-0159-000-8 [ Tax ID Number ] TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE,OR OTHER QUALIFIED PERSON. ENGINEERS MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. PROPERTY SIZE CONFORMS TO SITE PLAN: [✓] YES [ ] NO NET USABLE AREA AVAILABLE: 0.333 ACRES TOTAL ESTIMATED SEWAGE FLOW: 500 GALLONS PER DAY [RESIDENCES -TABLE 1/OTHER-TABLE2 ] AUTHORIZED SEWAGE FLOW: GALLONS PER DAY [ 1500 GPD/ACRE OR 2500 GPD/ACRE ] UNOBSTRUCTED AREA AVAILABLE: 750 SQFT UNOBSTRUCTED AREA REQUIRED: 750 SQFT BENCHMARK/REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS34 [INCHES/FT ] [ABOVE/BELOW'] BENCHMARK/REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES SURFACE WATER:100 FT DITCHES/SWALES:15 FT NORMALLY WET? [ ( YES [✓] NO WELLS: PUBLIC:200 FT LIMITED USE:100 . FT PRIVATE:75 FT NON—POTABLE:100 FT BUILDING FOUNDATIONS:5 FT PROPERTY LINES:10 FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [✓] NO 10 YEAR FLOODING? ( ] YES (✓] NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD SOIL PROFILE INFORMATION SITE 1 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO mn mOn TO USDA SOIL SERIES: SOIL PROFILE INFORMATION SITE 2 MUNSELL #/COLOR TEXTURE DEPTH TO TO TO TO TO TO TO TO TO USDA SOIL SERIES: OBSERVED WATER TABLE:40+ INCHES [BELOW EXISTING GRADE. TYPE:[ PERCHED/ APPARENT ] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES ABOVE BELOW ] EXISTING GRADE HIGH WATER TABLE VEGETATION: [ ] YES [ ] NO MOTTLING: [ ] YES [ ] NO DEPTH: INCHES nSOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: DEPTH OF EXCAVATION: DRAINFIELD CONFIGURATION: [,/] TRENCH [ ],BED [ ] OTHER (SPECIFY) REMARKS/ADDITIONAL CRITERIA: INCHES ig a ysi0ne y Alexander J Piazza ..,--US, "U"MIlatedtau--A01410D0000017256MF4300a167FA. SITE EVALUATED BY: Date: 20iio1..251134:11-05'00' DATE: 1-25-21 DH 4015, 12/11 (Obsoletes previous editions which may not be used) Incorporated: 64E-6.001, FAC Page 3 of c, APPLICANT'S NAME: Port St. Lucie Properties, Inc LEGAL DESCRIPTION: Lot 15, Block 43, Indian Riyer Estates Unit 7 (PB 10, PG 75) I certify that there are no potable private wells within 75 feet of the available area for the proposed septic system, that there are no non -potable wells within 50 feet of the available area for the proposed septic system,. that there are no wells within 25 feet of a pesticide -treated building foundation, that there are no public wells that serve less than 25 people or less than 15 homes or businesses within 100 feet of the proposed septic system, that there are no public wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of the proposed septic system, that the water line from the water meter or well to the structure is at least 10 feet from the available area for the proposed septic system unless the plans show the line to be double sleeved,. that there is not a gravity sewer line, low pressure sewer line or vacuum sewage line in a public easement or right-of-way that abuts the property, that there ate no lakes, streams, wetlands, or surface water within 75 feet of the available area for the proposed septic system unless the property was created prior to 1972, that the septic system is proposed on the side of the lot farthest from surface water, that all private wells, septic systems and surface water on adjacent or contiguous land within 75 feet of the. applicant's lot are shown on'the site plan, that all public wells within 200 feet of the applicant's lot are shown on the site plan, and that the location of building or residences, swimming pools, recorded easements, paved areas or driveways, sidewalks, the general slope of the property, filled areas, drainage features, and surface waters such as lakes, ponds, streams, canals, or wetlands are shown on the applicants lot. The natural grade elevation in the area of the. proposed septic system and the benchmark must be shown on the site plan. Please locate the benchmark within 200 feet of the proposed septic system. NOTE: MUST BE CERTIFIED BY A FLORIDA REGISTERED SURVEYOR OR ENGIIVEER. M91-1ysigned by AlO de iPla Alexander J Piazza DwAP14100000001716C22F43000167FA, CERTIFIED BY: Nt.:7001A1.35113447.05W FLORIDA PROFESSIONAL NO.: 6330 DATE: 01 /25/21 JOB NO.: 20-6630 docs/ rorms/septics/Sep ticApppPage207 Page 4 of 4 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. D Property Identification Site Address: SUNSET Parcel ID: 3402-608-0159- Account #: 37259 Sec/Town/Range: 02/36S/40E BLVD 000-8 Map ID: 34/02N Zoning: RS-4 Count Use Type: 0000 Jurisdiction: Saint Lucie County Ownership Legal Description John Tewey INDIAN RIVER ESTATES -UNIT 07- BLK 43 LOTS 15, 16, 17, Jaye Dea Tewey 18,19 AND 20 (MAP 34/02N) 10008 Magledt RD Parkville, MD 21234 Current Values Historical Values 3-year Just/Market: $93,100 Assessed: $56,315 Year Just/Market Assessed Exemptions Taxable Exemptions: $0 Taxable: $56,315 2020 $93,100 $56,315 $0 $56,315 2019 $75,600 $51,196 $0 $51,196 2018 ' $79,600 $46,542 $0 $46,542 Date 11-25-2020 12-23-1996 View: Year Built: N/A Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Book/Page 4516 / 1409 1053 / 0030 Type Roof Cover: Frame: Story Height Sale History Sale Code Deed Grantor 0001 WD Bonvicini Marianne XX01 QC Bonvicini Mario Primary Building Information Finished Area of this building: 0 SF Gross Sketched Area: 0 SF Exterior Data Roof Structure: Grade: No. Units: 0 Interior Data A/C %: 0% Electric: Heated %: N/A% Heat Type: Sprinkled %: 0% Heat Fuel: Price $160,000 $100 Building Type: Effective Year: N/A Secondary Wall: Primary Int Wall: Avg Hgt/Floor. 0 Primary Floors: Total Areas Finished/UnderAir 0 (SF): Gross Sketched Area 0 (SF): Land Size (acres): 1.48 Land Size (SF): 64,625 Total Building Count: 1 Special Features and Yard Items Q.ty Units Year Bit All information is believed to be correct at this time, but is subject to change and is provided without any warranty. 0 Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. 12/18/2020 Google Maps Aa rJ�t SIP A. IuxAwAt rr,:.n.,.,.a N ,;.a+l°' F,t �. oo- Ra S - - Dwnocratic Women'u rE n r�� x q Guti of St Luse Cog�u�rgiry" '�� ,� `�W � il�.+��� i ,✓,, IT tv Al PT NYVs.;`t 1•. 1. rtu @�•,�,�� a va�f go- s gznrrs.:< Soulh East Aluminu Pcducts9 dnFt', i 9 Bone-Vene Way e r r nM:cY J. ok„ Ronek Denl'RepAi x 9. .m ti 1 q 9 patmink(Park` Map data ©2020 200 ft i r https://www.gpogle.comilmaps/@27.3766783,-80.3051677,17z o s I ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 2621824-PSLP-4546 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: BUREK Model: Tampa, FL 33610-4115 Lot/Block: . Subdivision: .. Address: 4546 SW ILLAN LANE, . City: PORT SAINT LUCIE State: FL Name Address nd License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 52 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T22905572 Al 2/19/21 23 T22905594 C7 2/19/21 2 T22905573 A2 2/19/21 24 T22905595 CJ 1 2/19/21 3 T22905574 A3 2/19/21 25 T22905596 CJ3 2/19/21 4 T22905575 A4 2/19/21 26 T22905597 CJ5 2/19/21 5 T22905576 A5 2/19/21 27 T22905598 CJ51 2/19/21 6 T22905577 A6 2/19/21 28 T22905599 D1 2/19/21 7 T22905578 A7 2/19/21 29 T22905600 D2 2/19/21 8 T22905579 A8 2/19/21 30 T22905601 D3 2/19/21 9 T22905580 A9 2/19/21 31 T22905602 D4 2/19/21 10 T22905581 A10 2/19/21 32 T22905603 EJ5 2/19/21 11 T22905582 B1 2/19/21 33 T22905604 EJ6 2/19/21 12 T22905583 B2 2/19/21 34 T22905605 EJ7 2/19/21 13 T22905584 B3 2/19/21 35 T22905606 EJ51 2/19/21 14 T22905585 B4 2/19/21 36 T22905607 EJ61 2/19/21 15 T22905586 B5 2/19/21 37 T22905608 EJ62 2/19/21 16 T22905587 B6 2/19/21 38 T22905609 EJ63 2/19/21 17 T22905588 C1 2/19/21 39 T22905610 EJ64 2/19/21 18 T22905589 C2 2/19/21 40 T22905611 HJ5 2/19/21 19 T22905590 C3 2/19/21 41 T22905612 HJ6 2/19/21 20 T22905591 C4 2/19/21 42 T22905613 HJ7 2/19/21 21 T22905592 C5 2/19/21 43 T22905614 HJ71 2/19/21 22 T22905593 C6 2/19/21 44 T22905615 K1 2/19/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters ��� \XP provided by Builders FirstSource (Fort Pierce). .��G E NSA 92•�� Truss Design Engineer's Name: ORegan, Philip ,�.`Q`j` . N 58;1,26_ My license renewal date for the state of Florida is February 28, 2023. = *,• IMPORTANT NOTE: The seal on these truss component designs is a certification STATE, OF that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon �i�T �� parameters R- Q shown (e.g., loads, supports, dimensions, shapes and design codes), which were ��� given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the design designs ; Rhillp J; O'Regan PE No:53128 applicability of the parameters or the for any particular building. Before use, the building designer should verify applicability of design parameters and properly MfTek:uSA .Inc. Fi'Cert6634 6904Farke'EastBldd:Tampa'FL•33610 incorporate these designs into the overall building design perANSI/TPI 1, Chapter 2. Date: February 19,2021 ORegan, Philip 1 of 2 RE: 2621824-PSLP-4546 - MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: PORT SAINT LUCIE PROPERTIES Project Name: BUREK Model: . Lot/Block: . Subdivision: .. Address: 4546 SW ILLAN LANE — City: City: PORT SAINT LUCIE State: FL No. Seal# Truss Name Date 45 T22905616 K2 2/19/21 46 T22905617 V1 2/19/21 47 T22905618 V2 2/19/21 48 T22905619 V3 2/19/21 49 T22905620 V4 2/19/21 50 T22905621 V5 2/19/21 51 T22905622 V6 2/19/21 52 T22905623 V7 2/19/21 2 of 2 Job Truss Truss Type Qty Ply T22905572 2621824-PSLP-4546 Al Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:15 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-S9x—IKHJ P3BrNo599wASU9P9d41 kcpMzVblwZMzjtto 1-0- 4-11-12 9-510 14-2-13 19-0-0 23-0-0 27-10-8 34-9-0 42-0-0 -0- 4-11-12 4-5-14 4-9-3 4.9.3 4-0-0 4-10-8 6-10-8 7-3-0 5x6 = 6 on 171-7 ST1.5x8 STP = 15 3x6 = ST1.5x8 STP = 5x12 = 5x6 = ST1.5x8 STP = 5x6 Scale = 1:81.7 i 9-1-13 9-¢i10 19-0-0 25-5-0 33-6A i 42-0-0 i 9-1-13 0- 13 9-G-6 6-5-0 B-1-4 V;01 Plate Offsets (X,Y)— [7:0-3-0,0-2-0], [8:0-3-0,0-2-0], [10:0-3-0,0-3-0], [11:0-4-11,Edge], [12:0-4-0,0-3-0], [14.,0-2-8,0-3-4], 115:0-10-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.26 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.53 14-15 >732 240 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-SH Wind(LL) 0.30 11-12 >999 240 Weight: 227 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-15, 8-14 5-15: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 15=0-7-10, 11=0-7-10 Max Horz 2=430(LC 11) Max Uplift 2=-574(LC 22), 15=-1206(LC 12), 11=-467(LC 12) Max Grav 2=119(LC 12), 15=2589(LC 1), 11=1021(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-728/1468, 3-5=-885/1776, 5-6=-730/1783, 6-7=-563/462, 7-8=-468/477, 8-9=-1601/965, 9-10=-2839/1601, 10-11=-3042/1641 BOT CHORD 2-15=-1418/721, 14-15=-502/370, 13-14=-96/896, 12-13=742/1800, 11-12=1371/2693 WEBS 3-15=-429/350, 5-15=-312/308, 6-15=-2338/1226, 6-14=302/923, 8-14=-876/449, 8-13=-640/1309, 9-13=-695/581, 9-12=605/1076, 10-12=-350/390 NOTES- 1) Unbalanced roof live loads have been considered for this design. ,`�\j1111111j�I 2) Wind: ASCE 7-16; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-9-14, Interior(1) 4-9-14 to 19-0-0, Exterior(2E) 19-0-0 to 23-0-0, Exterior(2R) 23-0-0 to 31-5-13, Interior(1) 31-5-13 to 41-8-3 zone; cantilever left and right exposed ;C-C for No 58126 members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 �' *.:• •�r* 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. si} ; 4'� 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � Q �'- w ,�•.,.�: p.... �., will fit between the bottom chord and any other members. • 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechan calconnection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=574, 15=1206, 11=467. Alilp6;N J gan.PENo.58]26' :MtTek USA, Inl:: FL dirt 6634 6904,ParkB:East_61vd: Tampa FL'33610' Date: February 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5/192020 BEFORE USE. ��• Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905573 2621824-PSLP-4546 A2 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 1814:01:19 2021 Page 1 ID: bTps6j5cUmmhFzMJBz8rKPys3Mj-KwBVbiKgTlhHsPPwOm FOf7ageiOlXdyZQDj8i7zjttk 1-0- 4-11-12 9-5-10 16-0-0 21-0-0 27-10-8 34-9-0 42-0.0 4 -0 -0- 4-11-12 4-5-14 6-6-6 5-0-0 6-10-8 6-10-8 7-3-0 -0- m d 5x6 = ST1.5x8 STP = 15 3.00112 ST1.5x8 STP = 3x6 i ST1.5x8 STP = 5x12 = 6x8 Scale = 1:82.5 - 9-1-13 9-tj0 16-0-0 2M-0 33-6-4 42-0-0 9-1-13 0- 13 6£Fi 9-5-0 8-1-4 B-5-12 Plate Offsets (X,Y)— [2:0-1-11,0-1-81, [9:0-3-0,0-3-01, [10:0-4-13,Edge1, [12:0-3-0,0-3-41, [15:0-10-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) -0.27 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.59 13-14 >658 240 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.20 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.27 10-12 >999 240 Weight: 222 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 7-14 5-15: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 15=0-7-10, 10=0-7-10 Max Horz 2=478(LC 11) Max Uplift 2=-565(LC 22), 15=1201(LC 12), 10=560(1_C 12) Max Grav 2=11O(LC 12), 15=2638(LC 1), 10=1072(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-732/1531, 3-5=-883/1844, 5-6=255/184, 6-7=-245/406, 7-8=15061897, 8-9=-2706/1478, 9-10=-2913/1518 BOT CHORD 2-15=1465/737, 14-15=-1816/1116, 13-14=-40/622, 12-13=-672/1723, 10-12=-1225/2567 WEBS 3-15=-423/321, 5-15=-1901/1106, 5-14=-895/1894, 6-14=433/487, 7-14=-969/356, 7-13=-646/1420, 8-13=-753/633, 9-12=333/353, 8-12=518/1014 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-9-14, Interior(1) 4-9-14 to 21-0-0, Exterior(2R) 21-0-0 to 27-0-0, Interior(1) 27-0-0 to 43-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS'for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=565, 15=1201, 10=560. February 19,2021 A WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ��' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905574 2621624-PSLP-4546 A3 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:20 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-o6lto2LS Ecp8UZz6yTmdBC6Oi5kGG5jietThFazjttj 1-0- 4-11-12 16-0-0 18-10-0 2_3 2-0 27-10-8 34-9-0 42-0-0 0- 4-11-12 11-0-4 2-10-0 4 4-0 4-8 8 6-10-8 7-3-0 -0- Scale = 1:79.8 5x6 = 5x6 = ci I6 ST1.5x8 STP = 17 ST1.5x8 STP = 3x6 i ST1.5x8 STP = 6x8 zZ 5x12 = 3.00 F12 , 9-1-13 9-�,10 18-10-0 23-2-0 25-5-0 , 33 6-4 42-0-0 9-1-13 0- -13 9-4-6 4-4-0 2-3-0 8-1.4 8-5-12 Plate Offsets (X,Y)— [2:0-1-11,0-1-8], [7:0-3-0,0-2-0], [8:0-3-0,0-2-0], [10:0-3-0,0-3-0], [11:0-4-13,Edge], [13:0-3-0,0-3-4] [16:0-1-12,0-3-0], [17:0-10-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.21 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.47 13-14 >825 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.20 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.27 13 >999 240 Weight: 235 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 8-15 5-17: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 17=0-7-10, 11=0-7-10 Max Horz 2=432(LC 11) Max Uplift 2=-588(LC 22), 17=-1181(LC 12), 11=-564(LC 12) Max Grav 2=94(LC 12). 17=2621(LC 1). 11=1078(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-681/1504, 3-5=-843/1813, 5-6=-272/222, 6-7=-452/491, 7-8=393/454, 8-9=-1508/921, 9-10=-2739/1536, 10-11=-2949/1577 BOT CHORD 2-17=-1435/721, 16-17=-1787/1097, 15-16=329/329, 14-15=-68/858, 13-14=682/1712, 11-13=-1310/2601 WEBS 3-17=-414/321, 5-17=-1878/1114, 5-16=-861/1859, 6-16=10881593, 9-14=-687/575, 10-13=-351/371, 9-13=-544/1054, 6-15=-222/746, 8-15=-918/453, 8-14=-597/1282 NOTES-`vp \ 1) Unbalanced roof live loads have been considered for this design. ��;Q`Z` .G E N �A- 2) Wind: ASCE 7-16; Vult=160mph Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; Cat. (3-second gust) eave=7ft; 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-9-14, Interior(1) 4-9-14 to 18-10-0, Exterior(2E) N,o 'S8'126' •� 18-10-0 to 23-2-0, Exterior(21R) 23-2-0 to 31-7-13, Interior(1) 31-7-13 to 43-0-0 zone; cantilever left and right exposed ;C-C for * :. members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing1 consi. ers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity fbearing 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=588, T7=1181, 11=564. Philip J, O'Regan; PE No.58126 Oath: February 19,2021 -- WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII4473 rev. 5/192020 BEFORE USE. ��' Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905575 2621824-PSLP-4546 A4 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:21 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-HJJFOOL4?vx-5jYl WAHskQfAYV4o?aJstXC FnOzjtti -1-0-p 4-11-12 9-5-10 i 16-10-0 21-0-0 25-2-0 i 30-7-14 i 36-1-11 42-0-0 4,3-0-p -0- 4-11-12 4-5-14 7-4E 4-2-0 4-2-0 5-5-14 5-5-14 m d 5x6 = 6.00 12 3x4 = 5x6 = 7 8 ST1.5x8 STP = 16 " ST1.5x8 STP = 3x6 ST1.5x8 STP = 8x8 5x12 = Scale = 1:79.8 ` Plate Offsets (X,Y)— [2:0-1-11 0-1-8] [6:0-3-0,0-2-01,[8:0-3-0 0-2-01 [10:0-3-0 0-3-0] [11:0-4-13,Edge] [13:0-3-0,0-3-4],[15:0-3-8,0-3-0],[16:0-10-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.20 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.26 BC 0.90 Vert(CT) -0.44 13-14 >879 240 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Wind(LL) 0.25 13-14 >999 240 Weight: 222 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-15, 7-15 5-16: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 16=0-7-10, 11=0-7-10 Max Horz 2=388(LC 11) Max Uplift 2=-598(LC 22), 16=1167(LC 12), 11=567(LC 12) Max Grav 2=83(LC 12), 16=2600(LC 1), 11=1082(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-702/1499, 3-5=-846/1770, 5-6=412/307, 6-7=-275/373, 7-8=1300/876, 8-9=-1553/906,9-10=-2658/1493,10-11=-2975/1688 BOT CHORD 2-16=-1389/742, 15-1 6=-1 727/1096, 14-15=-90/771, 13-14=-1012/2067, 11-13=-1419/2627 WEBS 3-16=-376/290, 5-16=-1883/1172, 5-15=-893/1920, 7-15=1004/571, 7-14=-370/893, 8-14=-136/428, 9-14=-853/662, 9-13=179/558, 10-13=298/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-9-14, Interior(1) 4-9-14to 16-10-0, Exter]or(2E) 16-10-0 to 25-2-0, Exterior(2R) 25-2-0 to 33-7-13, Interior(1) 33-7-13 to 43-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 11 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=598, 16=1167, 11=567. J . q N.g� N;o 2.6 February 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905576 2621824-PSLP-4546 A5 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:22 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-IVsdDkMim D3rjs7V3uo5GdCMjvR7kl y?6AyoJSzjtth -1-0-p 4-11-12 , 9-5-10 14-10-0 , 19-3-12 23 9 8 27-2-0 , 34 4-12 42-0-0 tot p -0- 4_11_12 4-5-14 5-4-6 4-5-12 4-5-12 3-4-8 7-2-12 7-7-4 `I_" m d 5x6 = 3x4 = 5x6 = 6.00 12 3x4 = 6 187 198 9 ST1.5x8 STP = 17 3x6 i ST1.5x8 STP = 3.00 12 5x12 = ST1.5x8 STP = 6x8 Scale = 1:79.4 9-1-13 0 1410-0 , 23-9-8 27-0-8 , 34-4-12 , 42-0-0 , 9-1-13 0- -13 5-4-6 B-11-8 3-3-0 7-4-4 7-7-4 Plate Offsets (X,Y)— [2:0-1A 1,0-1-81, [6:0-3-0,0-2-0], [9:0-3-0,0-2-0], [10:0-4-0,0-3-0], [11:0-4-13,Edge], [14:0-4-0,0-0-8], [17:0-10-0.0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.23 15-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.50 15-16 >771 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.20 11 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Wind(LL) 0.25 13 >999 240 Weight: 223 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 `Except` WEBS 1 Row at micipt 7-16, 10-14 5-17: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 17=0-7-10, 11=0-7-10 Max Horz 2=345(LC 11) Max Uplift 2=-700(LC 22), 17=-1208(LC 12), 11=558(LC 12) Max Grav 2=115(LC 12), 17=2713(LC 1), 11=1054(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-770/1708, 3-5=-943/1972, 5-6=-17/312, 6-7=0/253, 7-8=-1237/806, 8-9=-1471/960, 9-1 0=-1 726/962, 10-11=-2887/1619 BOT CHORD 2-17=1499/798, 16-17=-1878/1197, 15-16=-55/549, 14-15=-333/1254, 13-14=-1347/2526, 11-13=1346/2542 WEBS 3-17=-437/340, 5-17=-1947/1147, 5-16=-868/1831, 6-16=-361/233, 7-16=-1187/701, 7-15=-426/1049, B-15=478/341, 8-14=-227/437, 9-14=157/458, 10-14=-1157/829, 10-13=0/337 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-9-14, Interior(1) 4-9-14 to 14-10-0, Exterior(2R) 14-10-0 to 23-3-13, Interior(1) 23-3-13 to 27-2-0, Exterior(2R) 27-2-0 to 35-7-13, Interior(1) 35-7-13 to 43-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=700, 17=1208, 11=558. ,�II111111/�� No' '58'92•fi February 19,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not'• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnfurmatlon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905577 2621824-PSLP-4546 A6 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:23 2021 Page 1 I D: bTps6j 5cUm m h FzM J Bz8rKPys3Mj-D h Q7 R3N KXXB i LO ihdbKKprkXRJnXTS M 9Lgh Lrvzjttg -1-0-0 4-11-12 9-5 10 12-10-0 17-3-12 21-9-8 29-2-0 35 4-12 42-0-0 43-0-0 i-o-ti 4-11-12 4 5 14 3-4 6 4' 5 12 4-5 12 7 4 8 6-2-12 6-7-4 -0 m d 5x6 = 3x6 = 5 18 6 5x6 = 5x6 = 19207 21 8 ST1.5x8 STP = 16 5x8 ST1.5x8 STP = 3x6 ST1.5x8 STP = 3.00 F12 6x12 MT20HS = 6x8 Scale = 1:77.8 9-1-13 9 1012-10-0 21-9-8 29-0-8 35-4-12 42-0-0 9-1-13 0- - 3 3-4-6 B-11-8 7-3-0 6-4-4 6-7-4 Plate Offsets (X,Y)-- [2:0-1-11,0-1-8] [5:0-3-0 0-2-0] [7:0-3-0,0-3-01,[8:0-3-0 0-2-01[10:0-4-13,Edge],[13:0-4-0,0-1-01,[16:0-10-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.21 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.46 14-15 >838 240 MT20HS 187/143 BCLL 0.0 Rep Stress ]nor YES WB 0.89 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-SH Wind(LL) 0.25 12-13 >999 240 Weight: 216 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-6 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-15 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 16=0-7-10, 10=0-7-10 Max Horz 2=301(LC 11) Max Uplift 2=-755(LC 22), 16=1232(LC 12), 10=553(1-C 12) Max Grav 2=134(LC 12), 16=2763(LC 1), 10=1036(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-786/1819, 3-4=-978/2065, 4-5=264/822, 5-6=194/715, 6-7=1136/749, 7-8=-1 709/1057, 8-9=-1 971/1081, 9-1 0=-2860/1625 BOT CHORD 2-16=-1562/811, 15-16=-1931/1217, 13-14=-355/1188, 12-13=-1357/2512, 10-12=-1358/2517 WEBS 3-16=-477/386, 4-16=-1987/1105, 4-15=-807/1693, 5-15=547/305, 6-15=-1303/773, 6-14=-610/1310, 7-14=-617/493, 7-13=318/667, 8-1 3=-1 54/527. 9-13=-900/688, 9-12=0/273 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-9-13, Interior(1) 4-9-13 to 12-10-0, Exterior(2R) 12-10-0 to 21-3-13, Interior(1) 21-3-13 to 29-2-0, Exterior(2R) 29-2-0 to 37-7-13, interior(1) 37-7-13 to 43-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=755,16=1232,10=553. February 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 511912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905578 2621824-PSLP-4546 A7 Roof Special 1 1 Job Reference (optional) Builders FirstScurce (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:25 2021 Page 1 ID:bTps6j5cUm mhFzMJ BzSrKPys3Mj-94YmslOb28RQaKs4lOMouGggb6S2xQuRoSASwnzjtte - O-0 4-11-12 9-5 10 1A-10-p 15 3-12 19-9-8 26 11-0 29-0-8 36-4-0 42-0 0 -0- 4-11-12 4-5-14 1-4-6 4-5-12 4-5-12 7-1-8 2-1-8 7-3-8 5-8-0 Scale = 1:80.7 Sx6 = zx4 II 5x6 = 5x12 = 3x6 = 3x6 = 10 6.00 12 2x4 II 5 6 8 9 4 9 20 1 7 3x4 2x4 22 2311 3 00 dr 16 15 14 12 1; 2 ao 1 17 5x12 = 3x4 = 5x6 = 0 13 m} N IO 3x6 ' 2x4 11 ST1.5x8 STP = 18 ST1.5x8 STP = 3x6 = ST1.5x8 STP = 6x12 MT20HS = 3.00 12 50 9-1-13 9- 10 15-3-12 19-9-8 26-11-0 31-0-B 36-4-0 42-0-0 9-1-13 0- - 3 5.10-2 4-5.12 7-1-8 4-1-8 5-3-8 Plate Offsets (X,Y)— [5:0-4-0,0-2-81, [12:0-4-11,Edgej, [18:0-10-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.21 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.41 15-16 >940 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(CT) 0.20 12 n/a n/a BCDL 10:0 Code FBC2020rrP12014 Matrix-SH Wind(LL) 0.27 14-15 >999 240 Weight: 223 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 1-7-8 oc bracing. WEBS 2x4 SP No.3 `Except* WEBS 1 Row at micipt 5-18. 9-16 4-18: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 12=0-7-10, 2=0-7-10, 18=0-7-10 Max Horz 2=299(LC 11) Max Uplift 12=-434(LC 12), 2=-693(LC 18), 18=-1356(LC 12) Max Grav 12=932(LC 18), 2=236(LC 12). 18=2921(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1044/2006, 3-4=-1232/2338, 4-5=1126/2294, 5-6=-142/468, 6-8=-820/555, 8-9=-820/555, 9-10=-2106/1342, 10-11=-2075/1207, 11-12=-2851/1734 BOT CHORD 2-18=-1726/1038, 17-18=-1515/1066, 16-17=-575/486, 15-16=-790/1837, 14-15=-574/1402, 13-14=-1501/2531, 12-13=-1497/2530 WEBS 3-18=-473/418, 4-18=-225/331, 5-18=2122/1218, 5-17=-755/1331, 6-17=-1024/697, 6-16=-762/1487, 8-16=-361/314, 9-16=-1135/664, 9-15=-731/510, 10-15=-505/985, 10-14=-422/838,11-14=-827/684 RFG •,� NOTES- �• w�p `�� `r G.E N S Q 4, 1) Unbalanced roof live loads have been considered for this design. ;? 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. No 58126' II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-9-14, Interior(1) 4-9-14 to 10-10-0, Exterior(2R) �' * •� *' 10-10-0 to 16-10-0, Interior(1) 16-10-0 to 29-0-8, Exterior(2R) 29-0-8 to 35-0-8, Interior(1) 35-0-8 to 41-8-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component.'S F 4) Provide adequate drainage to prevent water ponding. �40 5) All plates are MT20 plates unless otherwise indicated. R �'� N 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` ` SIS� 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wideI N will fit between the bottom chord and any other members. �I�, A ;M���' 8) Bearing atjoint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify r Capacity of bearing surface. •Philip d. O'Regali'FE No.56126 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Mffek'WA; ink: kcitt 6634 12=434, 2=693, 18=1356. '6.9G4°Pefke'Ea4SiVd:TainpaFL:33610 Date February 19,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Pll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905579 2621824-PSLP-4546 A8 Roof Special 1 1 Job Reference (optional) tSUlttlefs Flrst5ource (t-ort Flefce), tort Fierce, f-L - 3494b, b.43U 5 NOV JU 2UZU MI I eK InDUStries, Inc. I nu t-eD id 14:U1:Zd ZUY1 rage i ID: bTps6j5cUmmhFzMJBz8rKPys3Mj-dG6835P DpSZH CURGlkt1 RTM21Wo6gsMbl owOS Dzjttd -1-0- 5-0-3 9-6-8 14-0-4 18 68 0 25-7-8 29-0-8 321 0 36-11-12 41-11-0 5-0-3 4-G-5 4-5-12 4-5-12 7-1-8 3-5-0 3-3-8 4-7-12 4-11-4 Scale = 1:80.6 5x6 = 8x14 MT20HS i 2x4 I 5x12 = 9 3x6 = 2x4 6.00 12 4 4x6 = 7 8 10 2x4 -Z�' 19 6 21 3x4 3 1122 N 18 2 16 15 14 12 i °D 1 6x8 = 3x4 = 5x12 = 13 I�h 1N 2x4 11 d ST1.5x8 STP = 17 ST1.5x8 STP = 4x8 i ST1.5x8 STP = 3.00 F12 5x6 7x10 = 9-1-13 9- 10 18-6-0 25-7-8 36Q 4-0 36-11-12 41-11-0 9-1-13 0- 3 9-0-6 7-1-8 6-8-8 4-7-12 4-11-4 Plate Offsets (X,Y)— [2:0-3-0 0-1-14] [4:0-11-7 0-2-91 [12:0-2-15,Edge], [16:0-5-4 0-2-8] [17:0-1-12,0-4-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.21 14-15 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.44 14-15 >887 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.18 12 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-SH Wnd(LL) 0.27 14-15 >999 240 Weight: 229 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing. 2-17,16-17: 2x6 SP No.2 WEBS 1 Row at midpt 5-17, 8-16 WEBS 2x4 SP No.3 `Except' 4-17: 2x6 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 12=0-6-10, 2=0-7-10, 17=0-7-10 Max Horz 2=299(LC 11) Max Uplift 12=-413(LC 12), 2=-750(LC 18), 17=1412(LC 12) Max Grav 12=887(LC 18), 2=273(LC 12). 17=3017(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1144/2187, 3-4=-1356/2526, 4-5=-1131/2195, 5-7=324/161, 7-8=-324/161, 8-9=-199511272, 9-10=-2117/1476, 10-11=-2120/1276, 11-12=-2620/1530 BOT CHORD 2-17=-1898/1133, 16-17=-12921878, 15-16=-714/1712, 14-15=-416/1148, 13-14=-1300/2298, 12-13=1300/2296 WEBS 3-17=458/497, 4-17=-1331/850, 5-17=1403/909, 5-16=762/1616, 7-16=365/317, 8-16=-1630/954, 8-15=-598/493, 9-15=535/966, 9-14=845/1250, 10-14=289/380, 11-14=-499/421 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15tt; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 4-10-4, Interior(1) 4-10-4to 9-6-8, Exterior(2R) 9-6-8 to 15-6-8, Interior(1) 15-6-8 to 29-0-8, Exterior(2R) 29-0-8 to 35-0-8, Interior(1) 35-0-8 to 41-7-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) i This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 12=413, 2=750, 17=1412. p RFt ,% w� •.• � II February 19,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ' ��� Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-69 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905580 2621824-PSLP4646 A9 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 1814:01:27 2021 Page 1 ID:bTps6j5cUmmhFzMJBzBrKPys3Mj-5TgWGRQralh8peOSsROGzhvB QwAPPFPkFSfZ_gzjttc 0 4-5 11 7-6-8 9-5 10 , 16-6-0 23 7-8 29 0-8 34-4-0 41-11-0 -0- 4-5-11 3-0-13 1-11-2 7-0-6 7-1-8 5-5.0 5-38 7-7-0 5x6 = 9 2x4 I 6.00 12 5x6 = 5x12 = 4x12 = 3x6 = j3x44 5 6 8 2x4 11 3 21 23 24 7 20 26 3x4 11 3x4 1 17 16 15 14 13 5x12 = 2x4 I I 3x8 = 5x6 = ST1.5x8 STP = 19 18 3x6 = ST1.5x8 STP = ST1.5x8 STP = 3x6 = 3x4 = 6x8 6x12 MT20HS = 3.00 12 3x6 zZ 9-5-10 45-11 , 7-6-8 9-1-13 , 1650 , 23-7-8 41111-0 45-11 3-0-13 ' 1-7-5 7-0-6 7-1-8 55-0 SJ-8 7-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.24 14-16 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.44 14-16 >876 240 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix-SH Wind(LL) 0.30 14-16 >999 240 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 9-12: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-18: 2x6 SP No.2 SLIDER Right 2x4 SP No.3 A 4-0-15 REACTIONS. (size) 12=0-6-10, 2=0-7-10, 18=0-7-10 Max Horz 2=298(LC 11) Max Uplift 12=-432(LC 12), 2=637(LC 1), 18=-1327(LC 12) Max Grav 12=909(LC 18), 2=207(LC 12), 18=2875(LC 1) Scale = 1:80.6 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 214 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-17, 8-17 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-935/1784, 3-4=-761/1701, 4-5=123512415, 5-6=-73/283, 6-8=-73/283, 8-9=-1348/891, 9-1 0=-1 347/907, 10-12=-2529/1507 BOT CHORD 2-19=-1510/932, 18-19=-1849/1167, 17-18=-2565/1554, 16-17=1076/1992, 14-16=-108111984, 13-14=1184/2121, 12-13=1248/2242 WEBS 5-18=-10251810, 5-17=-124812321, 6-17=-424/394, 8-17=2332/1402, 8-16=01251, 8-14=-896/663, 9-14=-483/861, 10-14=-1171/821, 10-13=245/653, 3-19=-364/416, 4-19=-495/607. 4-18=-1261 /777 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 7-6-8, Exterior(2R) 7-6-8 to 13-6-8, Interior(1) 13-6-8 to 29-0-8, Extericr(2R) 29-0-8 to 35-0-8, Interior(1) 35-0-8 to 41-7-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 12 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 12=432, 2=637, 18=1327. February 19,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iviiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905561 2621824-PSLP-4546 A10 Roof Special Girder 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MITek Industries, Inc. Thu Feb 15 14:01:11 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-OX3kA01axhRZc5FXHLDwZaUTYunc4iiGyvE1 eFzjttm - O- 5-6-8 9-5-10 14-7-8 18-1-8 21-7-8 25-1115 29-0-8 32-1-8 36-2-8 41-110 -0- 5-6-8 3-11-2 5-1-14 3, 3-6-0 4-4-0 3-1-0 3-1-0 4-1-0 5-8-8 Scale = 1:80.6 ` 5x6 = 10 5x12 = 2x4 II 4x6 = NAILED NAILED 2x4 I 6x12 MT20HS = 2x4 11 9 11 12 13 6.00 12 6x8 = NAILED 3x6 = 3x4 = 5x12 = 3 NAILED 4 NAILED 5 7 8 N 4 25 28 62 2 1 33 21 34 35 20 19 18 17 16 0D 15 ST1.5x8 STP — 23 30 31 22 NAILED 7x10 = 4x6 = 2x4 1 5x8 —_ 46 = 6x8 = 14 4x6 — 2x4 I I ST1.5x8 STP = NAILED NAILED 5x8 — ST1.5x8 STP = _ S ecial 7x10 3.00 12 Special P 2x4 II NAILED NAILED FASTEN TRUSS TO BEARING FOR THE UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 5 6 8 9-1-13 9-,10 14-7-8 18-1-8 , 21-7-8 , 25-11-8 r 32-1-8 36-2-8 41-11-0 5.6-8 3-7-5 0- -13 5-1-14 3-6-0 3-6-0 4-4-0 6-2-0 4-1-0 Plate Offsets (X Y)— [2:0-9-11,Edoe] [3:0-10-0,0-2-81,[4:0-4-0 0-2-81,[15:0-5-4,0-3-81[21:0-5-4 0-3-8] [22:0-7-4 0-4-8] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.15 19 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.28 17-19 >999 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(CT) 0.07 14 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Wind(LL) 0.21 17-19 >999 240 Weight: 538 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except` BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 13-14,4-22: 2x6 SP No.2 REACTIONS. (size) 14=0-6-10, 2=0-7-10, 22=0-7-10 "Special" indicates special hanger(s) or other connection device(s) Max Horz 2=307(LC 25) required at location(s)shown. The designtselection of such special Max Uplift 14=-495(LC 8). 2=1112(LC 1), 22=-2898(LC 8) connection device(s) is the responsibility of others. This applies Max Grav 14=1011(LC 1). 2=529(LC 8), 22=5365(LC 1) to all applicable truss designs in this job. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1547/2970, 3-4=-2818/5387, 4-5=-682/983, 5-7=-682/983, 7-8=-2374/1145, 8-9=-2196/1025, 9-10=-2205/1147, 10-11=-1989/1012, 11-12=1273/632, 12-13=-1273/633, 13-14=-952/519 BOT CHORD 2-23=-2574/1176, 22-23=-2552/1169, 21-22=-5719/2888, 20-21 =1 261/2373, 19-20=-1750/3489, 17-19=1764/3504, 16A7=663/1325, 15-16=847/1734 WEBS 3-23=-1491450, 3-22=-3464/1873, 4-22=-1866/1185, 4-21=-2685/5058, 5-21=453/387, 10-16=-377/817, 11-16=-599/380, 11-15=-628/292, 12-15=-297/254, 13-15=-738/1488, 7-20=-522/1198, 8-20=-1681/1006, 8-17=-1664/835, 9-17=-287/247, a D,II 10-1735910/1660 ,`,``,�I,e 411,40"I NOTES- �.� N, `r �cC E as 1) 2-ply truss to be connected together with 10d (0.131"xW) nails as follows: `� Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. N O 58126 Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. * •� * Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. �' _� 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to = ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. P <C/ 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Lumber DOL=1.60 '� Q` �� 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; DOL=1.60 plate grip ♦ W ,I��V 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. :: 6) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. - Ph111p J, O'ReAari RE ND.58]26 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ;Affek USA ,lne:,' Cer3 fi634 will fit between the bottom chord and any other members. 6.91)¢Fafke.Ea _ j3lvd: Tampa F--33610 10) Bearing at joint(s) 14 considers parallel to grain value using ANSUTP1 1 angle to grain formula. Building designer should verify Date: capacity of bearing surface. February 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905561 2621824-PSLP-4546 A10 Roof Special Girder 1 r� L Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:18 2021 Page 2 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-skd60MJCi_ZQEFgkg2k96n1 eHl7rp9yPBZ_aAhzjttl NOTES- 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=495, 2=1112, 22=2898. . 12) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 309 lb down and 241 lb up at 5-6-8, and 1289 lb down and 693 lb up at 16-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-8=54, 8-10=54, 10-1 1=-54,11-13=54, 2-22=20, 21-22=-20, 15-21=20, 14-15=20 Concentrated Loads (lb) Vert: 6=-76(F) 23=294(1`) 24=-76(F) 25=-76(F) 26=-96(F) 28=-116(F) 30=32(F) 31=-32(F) 32=-12(F) 34=-32(F) 35=-1289(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11:7473 rev. 5I192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSH-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905582 2621824-PSLP-4546 B1 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:28 2021 Page 1 ID: bTps6j5cUmmhFzMJBzBrKPys3Mj-ZfEuUnRTL3p?RnbfQ9vV WuSOjKS08hkuU6P6X6zjttb 1-0- 5-1 1- 11-5-15 17-0-0 25-0-0 30-0-5 35-4-2 -0- 5-11-14 5-6-1 5-6-1 8-0-0 5-0-5 5-3-13 Scale:3/16"=1' 5x6 = 5x8 = 6.00 F12 6 18 7 ST1.5x8 STP = `1 " '� 14 "' 13 11 10 3x6 _ 3x4 = 4x6 = 3x8 — 3x4 — 3x6 = 3x6 — 3x6 I I 8-8-15 , 17-0-0 25-0-0 _ 30-0-5 35-_4 8-8-15 8-3-1 8-0-0 5-0-5 5-3-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.20 14-16 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.34 14-16 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Wind(LL) 0.14 14-16 >999 240 Weight: 213 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD 6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-7-10, 10=0-3-8 Max Horz 2=-314(LC 10) Max Uplift 2=-704(LC 12), 10=622(LC 12) Max Grav 2=1686(LC 17), 10=1511(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2872/1404, 3-5=-2686/1345, 5-6=1862/1106, 6-7=1648/1072, 7-8=1494/958, 8-9=-1301/738, 9-10=-1424/832 BOT CHORD 2-16=-1353/2703, 14-16=-1093/2236, 13-14=-598/1349, 11-13=-573/1102 WEBS 3-16=-295/306, 5-16=-155/617, 5-14=-752/489, 6-14=-102/462, 7-14=-231/548, 8-13=-105/393, 8-11=-554/429, 9-11=-668/1294 Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 7-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 25-0-0, Exterior(2R) 25-0-0 to 33-5-13, Interior(1) 33-5-13 to 35-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=704, 10=622. ,11jk'111111/11��,' .,'x CENs �q2�_ No' 58'126 February 19,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19=20 BEFORE USE. " Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members any. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Qualify Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905583 2621824-PSLP-4546 B2 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8'430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:29 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-2mHh7S56Nxs3xAr sQk36_ZMjgttBiljm8g3Yzjtta 1-0- 7-8-15 15-0-0 21-0-0 27-0-0 31-0-5 35-4-2 -0- 7-8-15 7-3-1 6-0-0 6-0-0 4-0-5 4-3-13 Scale: 3/16"=l' Sx8 = 2x4 II 6.00 FIT 4 18 19 5 5x8 = 20 6 ST1.5x8STP= 15 13 12 11 `'' 9 46 = 2x4 I 3x4 = 3x8 = 3x6 = 6x8 = 3x6 = 3x4 = 7-815 15-0-0 21-0-0 O0 27-0-0 35-4-2 7-8-15 ' 7-3-1 6- 6-0-0 8A-2 Plate Offsets (X,Y)—[3:0-4-0,0-3-01, [4:0-6-0,0-2-81, [6:0-6-0,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.20 9-11 >999 360 MT20 244/190 TCDL 7.6 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.36 9-11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.16 2-15 >999 240 Weight: 213 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-10-11 oc bracing. WEBS 1 Row at midpt 3-13, 4-12, 7-9 REACTIONS. (size) 9=0-3-8, 2=0-7-10 Max Horz 2=-270(LC 10) Max Uplift 9=-622(LC 12), 2=704(LC 12) Max Grav 9=1534(LC 18), 2=1673(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2849/1380, 3-4=-2065/1135, 4-5=1726/1112, 5-6=1726/1112, 6-7=1486/909 BOT CHORD 2-15=-131312625, 13-15=-1314/2619, 12-13=-850/1872, 11-12=-596/1315, 9-11=-534/963 WEBS 3-15=0/324, 3-13=865/533, 4-13=183/680, 5-12=-370/373, 6-12=-408/753, 7-11 =-1 17/608, 7-9=-1545/890 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II' Ex C' Encl. GC i=0.18' MWFRS directional and C-C Exterior 2E -1-0-0 to 5-0-0 Interior 1 5-0-0 to 15-0-0 Extero 2 P P ( ) O O I r( R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 27-0-0, Exterior(2E) 27-0-0 to 35-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb)' 9=622, 2=704. %��P ,J" 0, �' F No .:581.26 '6064 Efate: Ta6ipafl'33610 February 19,2021 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905584 2621824-PSLP-4546 B3 Hip 1 1 Job Reference (optional) Builders Firstbource (Fort Pierce), Fort Pierce, FL - 34V4b, d.43U S NOV 3U ZUZU MI I eK Industries, Inc. I nu FeD 16 14:U1:3U ZUZ'I Page 1 ID: bTps6j5cUmmhFzMJBz8rKPys3Mj-W1 LfvTSjtg4jg5kl XZyzbJXlo7BXcfDAyQuDb7zjttz 1-0- 6-8-15 13-0-0 21-0-0 29-0-0 35-4-2 -0- 6-8-15 6-3-1 8-0-0 8-0-0 6-4-2 Scale = 1:62.1 - 5x8 = 2x4 it 5x8 = 4 16 17 5 18 19 6 3x6 = 2x4 I 3x4 = 4x6 = 3x8 = 5x6 = 3x6 I I 6-8-15 13-0-0 21-0-0 29-0-0 35 4-2 6-8-15 6-3-1 8-0-0 8-0-0 6-4-2 Plate Offsets (X Y)— [4:0-6-0,0-2-81,[6:0-6-0 0-2-81 [9:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.20 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.35 10-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.16 10-12 >999 240 Weight: 198 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-11-8 oc bracing. WEBS 1 Row at midpt 6-10 REACTIONS. (size) 2=0-7-10, 8=0-3-8 Max Horz 2=-227(LC 10) Max Uplift 2=-704(LC 12), 8=-622(LC 12) Max Grav 2=1666(LC 17), 8=1502(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2875/1395, 3-4=-2240/1183, 4-5=-2006/1213, 5-6=-2006/1213, 6-7=1407/797, 7-8=1412/836 BOT CHORD 2-13=-1336/2622, 12-13=-1336/2622, 10-12=-937/2024, 9-10=-593/1211 WEBS 3-13=0/264, 3-12=-694/456, 4-12=-144/619, 4-10=-97/288, 5-10=495/478, 6-10=-535/1085, 6-9=-404/391, 7-9=650/1364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 29-0-0, Exterior(2E) 29-0-0 to 35-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=704, 8=622. February 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and Is for an individual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 e Job Truss Truss Type Qty Ply T22905585 2621824-PSLP4546 B4 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MTek Industries, Inc. Thu Feb 18 14:01:31 2021 Page 1 ID:bTps6j5cUmmhFzMJBzBrKPys3Mj-_Evl6pTMe_CaIFJ D5HTC8X4zoXVrL9PKA4dm7RzjttY 1-0- 5-8-15 11-0-0 17-M 24-4-0 31-0-0 35-4-2 -0- 5-8-15 5-3-1 ' 6-8-0 6-8-0 6-8-0 4-4-2 Scale = 1:62.1 5x6 = Sx6 = 3x4 = 5x6 = 4 17 5 18 19 20 6 21 7 3x6 = 2x4 11 5x8 = 3x4 = 3x6 = 5x8 = 3x6 11 5-&15 11-0-0 21-0-0 31-0-0 35 4-2 15 5-3-1 10-0-0 10-0-0 4-4-2 Plate Offsets (X,Y)—[4:0-3-0,0-2-01,[5:0-3-0,0-3-01,[7:0-3-0,0-2-0),[13:0-4-0,0-3-0) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.29 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.5212-13 >799 240 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.10 9 rile n/a BCDL 10.0 Code FBC2020ITPI2014 Matrix-SH Wind(LL) 0.17 12-13 >999 240 Weight: 194 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, BOT CHORD 2x4 SP No.2 `Except' except end verticals. 11-13: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-13. 6-10 REACTIONS. (size) 2=0-7-10, 9=0-3-8 Max Horz 2=222(LC 12) Max Uplift 2=-704(LC 12), 9=622(1_C 12) Max Grav 2=1648(LC 17), 9=1481(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2865/1385, 3-4=-2390/1208, 4-5=2131/1159, 5-6=2326/1231, 6-7=1073/655, 7-8=-1208/655, 8-9=-1457/800 BOT CHORD 2-14=-134512584, 13-14=-1345/2584, 12-13=-1193/2412, 10-12=-1050/2043 WEBS 3-13=-508/381, 4-13=-253/757, 5-13=-479/261, 5-12=-166/261, 6-12=-1371611, 6-1 0=-1 296/707, 7-10=0/31 B. 8-10=640/1340 NOTES- 1 ) Unbalanced roof live 2) Wind: ASCE 7-16; Vulta1considereds have been 60mph Vasd=1124m1ph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; Cat. (3 second gust) eave=7ft; 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2R) `VJ„ Q'' I �� �p RF' �� 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 31-0-0, Exterior(2E) 31-0-0 to 35-2-6 zone; cantilever left and right exposed ;C-C for , IV $ � '9A_%_ members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 plate grip 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific No 58126 to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. �' * : •% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for live load 20.Opsf the bottom in 3-6-0 tall by 2-0-0 ^: a of on chord all areas where a rectangle wide" will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide truss to bearing 100 lb �,-�� 'ST _ F y C(/•� mechanical connection (by others) of plate capable of withstanding uplift at joint(s) except (jt=lb) 2=704, 9=622. R �. NAL��� February 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. �,' Design valid for use only with Mirek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall �p building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?Plf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Sufte 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905586 2621824-PSLP-4546 B5 Half Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 4-8-15 4-3-1 8.430 s Nov 30 2020 MITek Industries, Inc. Thu Feb 18 14:01:32 2021 Page 1 6-7-14 6-6-2 6-6-2 Scale = 1:62.1 - 5x6 = 3x4 = 3x4 = 3x6 = 3x4 = 46 = 4 17 5 18 19 6 7 8 20 9 7 3x6 = 3x8 = 3x6 = 3x4 = 3x4 = 5x6 = 3x6 11 9-0-0 15-7-14 22-2-1 28-8-3 35-4 9-0-0 6-7-14 6-6-2 6-6-2 6-7-15 Plate Offsets (X,Y)— [4:0-3-0 0-2-0] [11:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/clef] Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.18 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.37 2-15 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.85 Hcrz(CT) 0.10 10 n/a nla BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Wind(LL) 0.25 12-13 >999 240 Weight: 193 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. WEBS 1 Row at midpt 9-11 REACTIONS. (size) 10=0-3-8, 2=0-7-10 Max Horz 2=281(LC 12) Max Uplift 10=-628(LC 12), 2=-697(LC 12) Max Grav 10=1289(LC 1), 2=1363(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2343/1349, 3-4=-2145/1225, 4-5=-1891/1159, 5-6=2471/1485, 6-8=2344/1332, 8-9=-1552/868, 9-1 0=-1 229/767 BOT CHORD 2-15=-1390/2022, 13-15=-1485/2471, 12-13=-133212344, 11-12=868/1552 WEBS 3-15=-256/305, 4-15=-262/657, 5-15=-710/398, 6-12=-425/397, 8-12=-578/967, 8-11=-940/675, 9-11 =-I 043/1870 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 ``�r♦11111/1/j��� to 17-5-13, Interior(1) 17-5-13 to 35-2-6 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions ,,�� shown; Lumber DOL=1.60 plate grip DOL=1.60 for live load loading ,� w� C�1 • Ij E 2) Building Designer / Project engineer responsible verifying applied roof shown covers rain requirements specific�;G Q V to the use of this truss component. �� 3) Provide adequate drainage to prevent water ponding. N U rJ'S 1}26 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • -- = 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift atjoint(s) except aWb) V'601F plate 10=628, 2=697. i -0 •, T ? A;,Ific; FL-Cil 6634 cebi Blvd. Tajnpa FL 33610. February 19,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5I192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. ,For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T22905587 2621824-PSLP-4546 B6 Half Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.43U S NOV 3U 2U2U Mt ek Industries, Inc. -I Mu Feb 16 14:U1:33 2U21 Page 1 ID:bTps6j5cUmmhFzMJBzBrKPys3Mj-wc1 nXUVcAbSIXZTcDiVgDy9ETLHLp_ddeO6tCJzjltW 1-0- 13-10-13 20-11-5 27-11-13 35 4-2 -0 13-10-13 7-0-8 7-M 7-4-4 Scale: 3/16"=1' NAILED NAILED NAILED 4xB = NAILED NAILED NAILED NAILED NAILED 5x6 = 4x6 = NAILED NAILED NAILED 4x10 MT20HS = NAILED NAILED 6x8 = 7x10 = NAILED NAILED 6.00 12 3 15 16 17 4 18 19 20 21 5 6 22 23 7 24 25 26 278 2 uu uu uu uu uu u uu uu Lu uu —LULU 1 vT9 9 ST1.5x8 STP = 14 13 11 10 28 29 30 31 12 32 33 34 35 36 37 38 39 409 5x8 = 4x6 = NAILED NAILED NAILED Bx12 MT20HS = NAILED 4x6 = NAILED NAILED 7x10 = NAILED 4x10 MT20HS II Special 4x6 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED 74 13-10-13 20-11-5 27-11-13 ... 35-4-2 . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.37 11-13 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.70 11-13 >596 240 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Wind(LL) 0.55 11-13 >757 240 LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 `Except' BOT CHORD 9-10: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2, 8-10,4-14,7-11,5-13: 2x4 SP No.1 REACTIONS. (size) 9=0-3-8, 2=0-7-10 Max Horz 2=226(LC 25) Max Uplift 9=-1548(LC 8), 2=1480(LC 8) Max Grav 9=2945(LC 29), 2=2715(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5307/2772, 3-4=-4608/2507, 4-5=-7116/3804, 5-7=7160/3793, 7-8=-4907/2585, 8-9=-2730/1605 BOT CHORD 2-14=2537/4683, 13-14=-3804/7116, 11-13=-3793/7160, 10-11=2585/4907 WEBS 3-14=-758/1827, 8-10=-2786/5291, 4-14=-2877/1444, 7-10=-193011387, 4-13=0/607, 7-11 =-1 343/2503, 5-11 =-751/724 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 231 lb FT = 20% Structural wood sheathing directly applied or 2-4-1 oc purlins, except end verticals. Rigid ceiling directly applied or 5-1-8 oc bracing. 1 Row at midpt 8-10, 4-14, 7-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=1548, 2=1480. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 346 lb down and 221 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard `\\\I1111111I�� lb No 58fi26 W (V J • .� Q. �• 4•F •pR1:p \�.. �4s'ON pL PhIIIII.J. O'Regan PE No.58126 +MRek USA,• IricFL Cert 6634 '6964 6rke`Fast01vd: Tampa FL`33610 Date: February 19,2021 ontinued on Dacia 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/192020 BEFORE USE.'• Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/17P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply T22905587 2621824-PSLP-4546 B6 Half Hip Girder 1 1 Jab Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:34 2021 Page 2 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-OpbAkgVExva89i2om POvm9hPDkdaYRtms2sRkmzjttV LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-8=54, 2-9=20 Concentrated Loads (lb) Vert: 3=-107(B) 6=107(B) 14=-346(B) 11=-57(B) 5=-107(B) 15=-107(B) 16=-107(B) 17=-107(B) 18=107(13) 19=-107(B) 20=-107(B) 22=107(B) 23=-107(B) 24=-107(B) 25=107(13) 26=107(B) 27=-119(B) 28=57(13) 29=57(13) 30=-57(B) 31=-57(B) 32=57(13) 33=57(B) 34=-57(B) 35=-57(B) 36=-57(B) 37=57(B) 38=-57(B) 39=-57(B) 40=-61(B) ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5N912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall pp building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPl1 qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905588 2621824-PSLP-4546 C1 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:35 2021 Page 1 ID:bTps6j5cUmmhFzMJBz6rKPys3Mj-s?9YyAWsiDi?nsd?K7XBINEeS8vB HrAw5ib_GCzjttU 4-4-0 8-7-12 12-11-8 14-8-8 17-8-8 20-3-0 , 25-10-0 4-3-12 4-3-12 1-9-0 3-0-0 2-6-8 5-7-0 4x6 = Scale = 1:49.5 9 ST1.5x8 STP = 3.00112 3x8 = 4 4-0 12-11-8 17-8-11 21-5 8 25-10-0 4-0-0 8-7-8 4 Plate Offsets (X,Y)— [14:0-5-12 0-1-12j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.20 12-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.46 12-14 >659 240 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020[rPI2014 Matrix-SH Wind(LL) 0.22 12-14 >999 240 Weight: 159 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 15=Mechanical, 9=0-6-10 Max Horz. 15=-146(LC 10) Max Uplift 15=-439(LC 12), 9=461(LC 12) Max Grav 15=945(LC 1), 9=945(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-901/589, 1-2=-2496/1543, 2-3=3005/1918, 3-4=-1303/944, 4-5=-1244/980, 5-6=-1111/871, 6-7=-12651935, 7-8=947/657, 8-9=-905/682 BOT CHORD 14-15=-254/189, 12-14=-1259/1604, 11-12=-916/1258, 10-11=-857/1183 WEBS 1-1 4=-1 548/2527, 2-14=-1514/1040, 3-14=-742/1378, 3-12=-650/593, 4-12=-642/928, 5-12=-428/372, 5-11=-323/233, 6-11=251/405, 7-10=-713/603, 8-10=-831/1201 Structural wood sheathing directly applied or 3-1-15 oc purlins, except end verticals. Rigid ceiling directly applied or 5-1-8 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 4-4-0, Interior(1) 4-4-0 to 12-11-8, Exterior(2E) 12-11-8 to 14-8-8, Inter[or(1) 14-8-8 to 17-8-8, Exterior(2E) 17-8-8 to 20-3-0, Interior(1) 20-3-0 to 25-8-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing. at joint(s) 9 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 15=439, 9=461. EIV No "581-2;6 r .0F l•" !_ MAL February 19,2021 A WARNING Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51IM020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905589 2621824-PSLP-4546 C2 Roof Special 1 1 Job Reference (optional) Cunaers rlrstaource troll Pierce), Pon Pierce, rL - J4y40, 15AJU S NOV JU zUZU mi I eli InaUstnes, Inc. I nu reD 16 l4:Ul:J6 zuzl Pagel I D:bTps6j5cUmmhFzMJBz8rKPys3Mj-KBjw9WXUT Wgs00C Bug2Nranm KYEVOOr3KM LXpezjttT 2-4-0 5-11-15 9-7-14 1% 8 15-8-8 22-3-0 25-10-0 r 2 4 0 3-7-15 3-7-15 3 6_10 2-6-0 6 6 8 3-7-0 5x6 = 5x6 = 5 18 6 19 Scale = 1:51.6 - 6x8 = 46 = 13 12 10 9 7x10 = 5x8 = 4x6 = 3x4 = ST1.5x8 STP = 2x4 II 6x8 = 5-11-15 9-7-14 13-2-8 22-3-0 i 25-10-0 5-11-15 3-7-15 3-0-10 9-M 3-7-0 Plate Offsets (X,Y)— [5:0-3-0,0-2-01, [6:0-3-0,0-2-0), [14:0-4-12,Edgel LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.24 10-12 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.42 10-12 >725 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.06 9 n/a n/a BCDL 10.0 Code FBC2020/TPl2014 Matrix-SH Wild(LL) 0.13 14-15 >999 240 Weight: 170 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 4-13: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 4-5-15 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-10 REACTIONS. (size) 16=Mechanical, 9=0-6-10 Max Horz 16=-195(LC 10) Max Uplift 16=-441(LC 12), 9=-458(LC 12) Max Grav 16=1127(LC 17), 9=1071(LC 18) FORCES. (lb) -Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2270/1231, 3-4=-1729/1055, 4-5=-1747/1210, 5-6=-1115/810, 6-7=-1258/802 BOT CHORD 15-16=1718/2864, 14-15=1239/2151, 4-14=240/335, 10-12=-595/1035, 9-10=-579/1047 WEBS 2-16=-2757/1610, 2-15=-729/499, 3-15=-43/347, 3-14=-661/353,12-14=-480/1031, 5-14=-669/886, 6-12=-58/377, 7-10=0/334, 7-9=-1475/810 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) I�Exp CS En ICE -1GCpi=0 18O MWFRSmph e(directional)and C-1C Exterior 2EL 0-1-12 to to 2-DLO, Interiorll 12 4 0 to5 3-2-8, Exteavor( Eft; Cat. 13-2-8 to 15-8-8, Exterior(2R) 15-8-8 to 21-8-8, Interior(1) 21-8-8 to 25-8-4 zone; cantilever left and right exposed ;C-C for members tr ��,�•.�• and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ��;Q`Z`� C:E'M,S'• 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ��' •. �'V�, F to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. = N:O '6012;6 5) This truss has been designed for a 10.0 psf bottom chord live Iliad nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. "•' $' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb),0. ' 16=441, 9=458. February 19,2021 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid far use only with M7ek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905590 2621824-PSLP-4546 C3 Roof Special 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 1814:01:37 2021 Page 1 I D:bTps6j5cUmmhFzMJBz8rKPys3Mj-pOGINsY6Egyj0AnNSYacNoJxMydOInICZ045L5zjttS 7-2-15 14-0-0 1,4-11-p 21-8-1 243-0 2510-0, 7-2-15 6-9-1 -11- 6-9-1 2-6-15 1-7-0 ' 3x4 ST1.5x8 STP = 4x6 = 4x6 = 3 4 14 12 11 2x4 II 3x6 3x4 = 3x4 = 3 d N 10 9 3x4 = ST1.5x8 STP = 3xs 11 Scale = 1:53.1 7-2-15 14-0-0 1 -11- 21-8-1 24-3-0 25-10-0 7-2-15 6-9-1 -11- 6-9-1 2 6-15 1-7-0 Plate Offsets (X,Y)— [1:0-1-12,0-1-8) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) -0.07 1-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.16 1-14 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2020/rP12014 Matrix-SH Wind(LL) 0.12 1-14 >999 240 Weight: 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-7-5 oc bracing. REACTIONS. (size) 1=0-7-10, 9=0-6-10 Max Horz 1=-262(LC 10) Max Uplift 1=-441(LC 12), 9=-453(LC 12) Max Grav 1=939(LC 1), 9=939(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1641/1035, 2-3=-1041/787, 3-4=853/786, 4-5=-1036/781, 5-6=-1026/696, 6-7=991/630, 7-9=907/620 BOT CHORD 1-14=1005/1507, 12-14=-1005/1507, 11-12=-507/855, 10-11=-633/925 WEBS 2-14=0/306, 2-12=-744/567, 3-12=-237/340, 4-11=-156/303, 5-10=-271/335, 7-10=-710/991 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; T( D=4.2psf; BCDL=5.Opsf; h=15ft; 8=45ft; L=60ft; eave=7ft; Cat. r ��I II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior 2E 0-3-13 to 6-3-13, Interior(1) 6-3-13 to 14-0-0, Exterior(2E) OIR� 14-0-0 to 14-11-0, Exterior(2R) 14-11-0 to 20-11-0, Interior(1) 20-11-0 to 25-8 4 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 ♦ �P F I� G:E plate grip ,��,Q`r .• v_ F••!w 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific �'. to the use of this truss component. No -58126 4 Provide adequate drainage to prevent water poncling. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • e 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members.'0 �• �. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at=lb) - '•� ZT ; 4U. 1=441, 9=453. 8) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. T Q'_�� op flip J.;O'Regan PE No.58126 M[Tek USA, Inc: FLCert 6634 `6.9t14 Paike,'East;6jvd:14pa 1`03610' gate: February 19,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905591 2621824-PSLP-4546 C4 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:38 2021 Page 1 ID: bTps6j5cUmmhFzMJ Bz8rKPys3Mj-HaggaCZI?84aeKMa?F5rw?s9lMweU I IMnggetxzjttR r1-0-0, 6-2-14-115-9-1 12-0-0 16-11-0 22-8-1 28-11-0 29-11-0 1-0-0 6-2-15 5-9-1 4-15-9-1 6-2-15 1-0-0 Scale = 1:52.4 4x6 = 4x6 = 1 16 17 5 ST1.5x8 STP = 13 12 10 9 ST1.5x8 STP = 3x4 i 2x4 11 3x4 = 3x6 = 3x4 = 2x4 11 3x4 6-2-15 12-0-0 16-11-0 22-8-1 28-11-0 6-2-15 5-9-1 4-11-0 5-9-1 6-2-15 Plate Offsets (X,Y)— [2:0-1-12,0-1-81, [7:0-1-12,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.28 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.36 9-10 >942 240 BCLL 0.0 Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 7 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix-SH Wind(LL) -0.33 12-13 >999 240 Weight: 139 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=-283(LC 10) Max Uplift 2=-595(LC 12), 7=595(LC 12) Max Grav 2=1344(LC 17), 7=1344(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2248/1137, 3-4=-1615/936, 4-5=1387/903, 5-6=-1615/936, 6-7=-2249/1137 BOT CHORD 2-13=-879/2115, 12-13=-879/2115, 10-12=-496/1482, 9-10=-888/1904, 7-9=888/1904 WEBS 3-13=0/279, 3-12=731/449, 4-12=145/472, 5-1 0=-1 451471, 6-10=-732/449, 6-9=0/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 12-0-0, Exterior(2E) 12-0-0 to 16-11-0, Exterior(2R) 16-11-0 to 25-4-13, Interior(1) 25-4-13 to 29-11-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=595, 7=595. February 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 51192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905592 2621824-PSLPA546 C5 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:39 2021 Page 1 ID:bTps6j5cUm mhFzMJ Bz8rKPys3Mj-lm 03oYZNIRCRFUwmZyc4TDPHXIEQDnoVOKZC QzzjttQ r1-0-0, 5-2-15 10' 0 , 16-3-6 , 18-11-0 25-1-14 28-11-0 a9-11-0 1- O 5-2-15 4-9-1 6-3-6 2-7-10 6-2-14 3-9-2 T� 5x8 = 2x4 II 4 18 19 20 5 5x8 = 216 ST1.5x8 STP = 16 15 11 ST1.5x8 STP = 3x6 i 6x8 = 2x4 II 3x4 = 4x6 = Scale = 1:53.4 Plate Offsets (X Y)—[2:0-1-11,0-1-8],[4:0-6-0,0-2-81,[6:0-6-0 0-2-8][8:0-6-1,0-2-51,[12:0-1-12,0-3-8] [14:0-4-12,0-2-0] [16:0-2-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.22 2-16 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.48 2-16 >711 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.19 9 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.27 12-13 >999 240 Weight: 163 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 5-11-10 cc bracing. Except: 5-15,11-12: 2x4 SP No.3, 8-14: 2x4 SP No.1 4-3-0 oc bracing: 12-13 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-13 REACTIONS. (size) 2=0-7-10, 9=0-7-10 Max Horz 2=-239(LC 10) Max Uplift 2=-595(LC 12). 9=595(LC 12) Max Grav 2=1118(LC 1). 9=1118(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1826/1211, 3-4=-1571/1022, 4-5=1788/1249, 5-6=1783/1237, 6-7=1943/1196, 7-8=-3733/2306, 8-9=-1696/1068 BOT CHORD 2-16=-947/1654, 5-14=-278/272, 13-14=-816/1685, 12-13=-2019/3353, 8-12=-1899/3187, 11-12=-389/730, 9-11=-803/1353 WEBS 3-16=-346/366, 4-16=01261, 14-16=591/1248, 4-14=-359/589, 6-14=-181/303, 6-13=-170/464, 7-13=-1782/1219, 8-11 =-1 367/787, 7-12=-278/765 NOTES- 1) Unbalanced roof live loads have been considered forthis design. `,1�111,11/II�I 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-15, Interior(1) 5-0-15 to 10-0-0, Exterior(2R) w�p. 10-0-0 to 18-5-13, Interior(1) 18-5-13 to 18-11-0, Exterior(2R) 18-11-0 to 27-4-13, Interior(1) 27-4-13 to 29-11-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 No, 581'2-6 •�.*. 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific * .� to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. r 0 :. �• 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide !Q F will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) �,,0 R.l :. % 2=595, 9=595. o , WOO Philip,J.:O'Regan OE No.561P6 ;MITekbSx 12: FLCeit 6634 '6904 Fariie East Blvd: Tampa FL-33610 Date: February 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev. 5119MO20 BEFORE USE. ' Design valid for use only with Mr rek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall �A building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905593 2621824-PSLP-4546 C6 Hip 1 1 Job Reference (optional) tiunaers tlrstsource (tort merce), ton tierce, tL - J4&40, d.vaU s Nov aU zuzU MI I eK Inouslnes, Inc. I nu teD I o i 9:Ui:gU zuz-i rage .r ID: bTps6j5cum mhFzMJ Bz8rKPys3Mj-DzyR?ta?WIKItdVy7g7J?QxQu9bSy82fF_JlyQzjtlP r1-0-0 8-0-0 12-1-11 16-3-6 20-11-0 25-1-14 28-11-0 29-11-0 10-0 8- 0 4-1-11 4-1-11 4-7-10 4-2-14 3-9-2 Scale = 1:53.4 5x8 = 3x4 11 5x8 = 3 19 20 21 422 5 6.00112 18 N233x4 6 m 7 0 7 8 a ro 13 11 qxg = 9 24 d d 1PLJ 95x12 = 12 7x10 = j$ r 15 4x6 = ST1.5x8 STP = 16 14 10 ST1.5x8 STP = 46 = Sx6 = 3x4 3x6 = 46 = 25-1-14 28-11-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CSI. TC 0.83 BC 0.82 WB 0.86 Matrix-SH DEFL, Vert(LL) Vert(CT) Horz(CT) Wind(LL) in (loc) I/defl Lid -0.18 12-13 >999 360 -0.34 14-15 >985 240 0.18 8 n/a n/a 0.23 4 >999 240 PLATES GRIP MT20 2441190 Weight: 153 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-2-0 oc bracing. Except: 4-14,10-11: 2x4 SP No.3, 7-13: 2x4 SP No.1 4-6-0 oc bracing: 11-12 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Horz 2=-196(LC 10) Max Uplift 2=-595(LC 12), 8=-595(LC 12) Max Grav 2=1118(LC 1). 8=1118(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-179211036, 3-4=-2400/1563, 4-5=2401/1542, 5-6=2185/1296, 6-7=3589/2128, 7-8=-1708/1050 BOT CHORD 2-16=-726/1500, 15-16=-721/1501, 4-13=-401/400, 12-13=-937/1944, 11-12=180313197, 7-11 =-1 698/3016, 10-11=-386/729, 8-10=-785/1368 WEBS 13-15=688/1339, 3-13=587/1043, 5-13=-384/638, 5-12=170/441, 6-12=1332/890, 7-1 0=-1 368/784, 6-11=-319/731 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Ii; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 8-0-0, Exterior(2R) B-0-0 to 16-5-13, Interior(1) 16-5-13 to 20-11-0, Exterior(2R) 20-11-0 to 29-4-13, Interior(1) 29-4-13 to 29-11-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=595,8=595. February 19,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must vertly the applicability of design parameters and property Incorporate this design Into the overall �►/�ek• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I1�IiT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905594 2621824-PSLP-4546 C7 Hip Girder 1 Job Reference (optional) Builders FirstScurce (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 1814:01:43 2021 Page 1 I D: bTps6j5cUm m hFzM J BzBrKPys3Mj-dYeZdvctpg itk5EXoohOd3ZxvNcA9VP 5xyXPZkzjtfM r1-0-0 6-0-0 11-1-11 16-3-6 22-11-0 25-1-14 28-11-0 7,9-11-0 1-0-0 6-0.O- 5-1-11 5-1-11 6-7-10 2-2-14 3-9-2 1-0-0 2 1 ST1.5x8 STP = 3x4 = 5x8 = NAILED NAILED 6.00 12 3 20 21 NAILED NAILED NAILED NAILED 3x4 = 3x6 = 2x4 II Special NAILED NAILED NAILED 5x8 = 4 22 5 23 624 25 26 27 7 FL3x4 nn 8 9 15 1 10 4x6 — 33 34 35 14 7x10 = 19 28 29 18 17 30 2x4 II 3x6 = 5x8 NAILED Special NAILED NAILED NAILED 31 16 32 NAILED 2x4 II 5x12 = NAILED NAILED NAILED NAILED 3x4 = 12 NAILED 3x4 = ST1.5x8 STP = 3x4 = Scale = 1:53.4 ro 4 A I6 6-0-0 11-1-11 16-3-6 i 22-11-0 25-1-14 28-11-0 i 6-0-0 5-1-11 5-1-11 6-7-10 2-2-14 3-9-2 Plate Offsets (X,Y)— [2:0-0-11,Edge), [3:0-6-0,0-2-8), [7:0-6-0,0-2-8), [9:0-5-9,0-2-51, [10:0-2-0,Edge), [13:0-0-0,0-2-0), [15:0-4-0,0-2-4), [17:0-4-0,0-1-12) LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.28 14-15 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.53 14-15 >639 240 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.19 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.44 14-15 >773 240 Weight: 301 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-7-8 oc purlins. 5-7: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. Except: BOT CHORD 2x4 SP No.2 *Except* 7-3-0 oc bracing: 13-14 6-16,12-13: 2x4 SP No.3, 9-15: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 10=0-7-10 Max Horz 2=-152(LC 6) Max Uplift 2=-1257(LC 8), 10=-1227(LC 8) Max Grav 2=2129(LC 29), 10=2100(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3934/2242, 3-4=-4903/2918, 4-6=7308/4293, 6-7=7540/4415, 7-8=5609/3163, 8-9=-7070/3914, 9-10=-3459/1920 BOT CHORD 2-19=-1841/3489, 17-19=-1850/3516, 16-17=-265/504, 6-15=-604/572, 14-15=-272515110, 13-14=3364/6240, 9-13=-3156/5825, 12-13=-735/1436, 10-12=1490/2800 WEBS 3-19=-189/564, 3-17=-1025/1784, 4-17=-1594/1136, 15-17=-2500/4540, 4-15=-1490/2617, 7-15=-1557/2596, 7-14=-476/1132, 8-14=-1312/711, 9-12=-2748/1477, 8-13=588/1145 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: ,��� '92 i w Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. ,� ,Q`r,: �i(,.E N S Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.F��,,� Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. • • Np 58126 •� 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to *.: ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. �' 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat.'0 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 •�(/ 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific Q to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psi bottom chard live load nonconcurrent with any other live loads. SRO 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ..141 will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 'PhilipJ. O'Reparl ND.56128 2=1257, 10=1227. MITek USA; lhc:FL Cert 6634 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. '69t)4 PaftAllisiBIvd:Tampa FLr33610' 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 280 lb down and 247 lb up at Oats. 22-11-0 on top chord, and 381 lb down and 277 lb up at 6-0-0 on bottom chord. The design/selection of such connection device(s) February 19,2021 1 illtv of others. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5119R020 BEFORE USE. Design valid for use only with MiTek6 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905694 2621824-PSLP-4546 C7 Hip Girder 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:43 2021 Page 2 ID:bTps6j5cUm mhFzMJ Bz8rKPys3Mj-dYeZdvctpgitk5EXoohOd3ZxvNcA9VP5xyXPZkzjttM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-7=54, 7-11=54, 2-16=-20, 13-15=-20, 10-12=20 Concentrated Loads (lb) Vert: 7=-185(F) 19=359(F) 17=-36(F) 4=-89(F) 14=-119(F) 20=89(F) 21=-89(F) 22=-89(F) 23=-89(F) 24=-89(F) 25=-53(F) 26=-53(F) 27=-53(F) 28=-36(F) 29=-36(F) 30=-36(F) 31=36(F) 32=36(F) 33=-73(F) 34=-73(F) 35=-73(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. SAM020 BEFORE USE. Design valid for use any with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Adtlhional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Qualify Criteria, DSB49 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22905595 2621824-PSLP-4546 CJ1 Corner Jack 12 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:43 2021 Page 1 I D:bTps6j5cUmmhFZMJ Bz8rKPys3Mj-dYeZdvctpgitk5EX0ohOd3Z63Npv9hB5xyXPZkzjttM -1-0-0 1-0-0 1-0-0 1-0-0 Scale = 1:7.2 2x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 2 >999 360 MT20 244/190 - TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 ' 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-8(LC 1), 2=-139(LC 12) Max Grav 3=23(LC 12), 2=128(LC 17). 4=18(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) 3 except (jt=lb) 2=139. V� v No :581,26. OF 0 R 1 p /0 E . N A' % Philip J::O'Repan FE W.56126 MiTek USA Inc.,:FL Cert 6634 6904 Pa e_' ast Blvd: Tampa FL'33610 Date: February 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS/friol1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905596 2621824-PSLP-4546 CJ3 Corner Jack 12 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, b.43U s Nov 3U 2UZU MI I eK Industries, Inc. I nu Feb I 14:U1:44 ZUZ1 rage 1 ID: bTps6j5cUmmhFzMJBzBrKPys3Mj-5kBxrFdVazgkMFpjM WCFAGSGsm84u8REAcHy5BzjttL -1-0-0 3-0-0 1-0-0 3-0-0 Scale = 1:12.2 ,( 2x4 = ST1.5x8 STP = 3-0-0 3-0-0 Plate Offsets (X Y)— [2:0-0-15 Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.01 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-56(LC 12). 2=146(LC 12) Max Grav 3=72(LC 17). 2=191(LC 17), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,`��ta1I1#Ill, 5) Refer to girder(s) for truss to truss connections. 6) Provide connection others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) �0Q mechanical (by plate No- -st 6 OF O zv R .,��ssO :Ph HipJ.'0'Repafi:FE,No 58126' MiTek USA ipcs'FL Gert 883M1 6904 Parke East 61vd, 7arttpa FL 336111 yaw February 19,2021 A WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE.�� Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITBk• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T22905597 2621824-PSLP-4546 CJ5 Corner Jack 10 1 Job Reference (optional) Builders FirstSource (Fart Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 1814:01:45 2021 Page 1 ID: bTps6j5cUmmhFzMJBz8rKPys3Mj-awlK2beBLHybzPOwwDjUiUfKwAQPdbgOOFOWddzjttK 1-0-0 5-0-0 1-0-0 5-0-0 3x4 = ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.03 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix-P Wind(LL) 0.00 2 "" 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=172(LC 12) Max Uplift 3=-126(LC 12), 2=157(LC 12) Max Grav 3=147(LC 17), 2=261(LC 17), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:19.3 PLATES GRIP MT20 2441190 Weight: 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements speck to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ljt=lb) 3=126, 2=157. �1111111fI1I 4. • No.581.: at'_ "OF C? NAIL-` Ph(Iip 1-b-Aegati,PE 6.56126 `MiTek USA, InI;:,FLCert 6634 6904 Parke'East:BNd: Tampa FL 33610 Datei February 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 7473 rev. 511SQ020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/17Pl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905598 2621824-PSLP-4546 CJ51 Corner Jack 2 1 Job Reference (optional) tsumaers rirstsource (t-on rlercel, ron Hierce, rL - 04s40, 1-0-0 3-9-2 3x6 = ST1.5x8 STP = 0.43U S IVUV 6U LULU IVII I eK MUUS[rIUS, Inc. I IIU rev I o I4:U I:4v zuz I rays I ID:bTps6j5cUmmhFzMJ Bz8rKPys3Mj-awlK2beSLHybzPOwwDj UiUfRIANsdbgOOFOWddzjltK 5-0-0 Scale = 1:19.3 ' 3-9-2 3-9-2 1-2-14 Plate Offsets (X Y)-- (2:0-6-0 0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.01 7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.01 7 >999 240 BCLL 0.0 Rep Stress incr YES WB 0.00 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020fTPl2014 Matrix-R Wind(LL) 0.02 7 >999 240 Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 "Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=172(LC 12) Max Uplift 4=-60(LC 12), 2=-157(LC 12), 5=-43(LC 12) Max Grav 4=93(LC 17), 2=261(LC 17), 5=100(1-C 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=157. February 19,2021 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22905599 2621824-PSLP-4546 D1 Common 3 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 1814:01:46 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-26J iGxfm6b5RbYz6TwEjFhB WoaedM_4Xdvm393zjttJ 1-0 0 5-5-4 7-9-13 8 1 9-7-0 11-0-8 1 -4 3 13-8-12 1B-9-0 1-0-0 5-54 2 4-9 0- 1 1-5 8 1-5-8 0- 1 2-0-9 5-0-4 3x6 = Scale = 1:38.3 3x4 = 3x4 = 6.00 12 4 6 2x4 II 14 2x4 II 3 7 ci 13 12 15 8 2 1 0 e [TV 11 10 9 ST1.5x8 STP = 2x4 I I 3x8 MT20HS — 2x4 I I ST1.5x8 STP = 46 = 5x6 I I 5-5-4 13-8-12 18-9-0 5-5 4 8-3-8 5-0-4 Plate Offsets (X,Y)— [5:0-3-0,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.52 9-11 >423 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.76 9-11 >289 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Wind(LL) -0.25 2-11 >892 240 Weight: 76 lb FT = 20% LUMBER - TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.2 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 8=0-3-8 Max Horz 2=223(LC 11) Max Uplift 2=-374(LC 12), 8=268(LC 12) Max Grav 2=1063(LC 18), 8=992(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1712/673, 3-4=-1340/725, 4-5=112/548, 5-6=-99/543, 6-7=1343/744, 7-8=-1731/695 BOT CHORD 2-11=-471/1425, 9-11=-471/1425, 8-9=-471/1425 WEBS 4-6=-1937/939, 7-9=0/653, 3-11=0/625 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-9 cc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-7-0, Exterior(2R) 9-7-0 to 15-7-0, Interior(1) 15-7-0 to 18-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7. 4-6 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=374,8=268. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904 NM'Eakfilvd: Taiopa.FL-33610 Date: February 19,2021 ®WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord,members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905600 2621824-PSLP-4546 D2 Common 2 1 Job Reference (optional) umaers tlrstsource (Fort Fierce), tort Fierce, FL - J4y40, 0.4JU s Nov JU ZUZU MI I eK IncUStries, Inc. i nu tea 1t5 14:u-i:4r luzl rage -I ID: bTps6j5cUmmhFzMJBz8rKPys3Mj-WJt4THgOtuDl DiYli elynvkhL_15Q6hsZVdi Wzjttl -1-0-0 5-5-4 7-9-13 1 9-7-0 11-0-8 1 -4 3 13-8-12 19-2-0 20-2-0 1-0-0 55-4 2-4-9 0-3- 1 1-5-8 1-5- 0- 1 2-4-9 5-54 31 3x6 = 5 3x4 = �3xt = 4 6 6.00 F1T 2x4 II 2x4 II 14 3 ^7 15 13 2 '- " -" 12 11 10 ST1.5x8 STP = 2x4 I I 3x8 MT20HS = 2x4 I I 4x6 = 5-5-4 13-8-12 16 Scale = 1:34.9 8 ST1.5x8 STP = 4x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020rrP12014 CS1. TC 0.63 BC 0.78 WB 0.32 Matrix-SH DEFL. in (Ioc) I/deft Ud Vert(LL) -0.53 10-12 >420 360 Vert(CT) -0.78 10-12 >286 240 Horz(CT) 0.03 8 n/a n/a Wind(LL) -0.24 2-12 >917 240 PLATES MT20 MT20HS Weight: 78 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 5-2-3 oc purlins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10=0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (size) 2=0-7-10, 8=0-7-10 Max Hoe 2=-230(LC 10) Max Uplift 2=-374(LC 12), 8=-374(LC 12) Max Grav 2=1074(LC 18). 8=1074(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-17471672, 3-4=1369/722, 4-5=105/567, 5-6=-1051568, 6-7=13691722, 7-8=-1746/672 BOT CHORD 2-12=405/1465, 10-12=-405/1465, 8-10=-405/1465 WEBS 4-6=-19921906, 7-10=0/636, 3-12=0/636 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-7-0, Exterior(2R) 9-7-0 to 15-7-0, Interior(1) 15-7-0 to 20-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7. 4-6 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=374, 8=374. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. February 19,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrFK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ;� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing ek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Mll fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 9 I$ Job Truss Truss Type Qty Ply T22905601 2621824-PSLP4546 D3 Hip 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:48 2021 Page 1 ID:bTps6j5cUmmhFzMJ Bz8rKPys3Mj-_VRSgdgOeCL9rs6VbLGBK6HvsOMSgwkg4DFAEyzjttH 1-0-0 4-8-15 9-0-0 10-2-0 14-5-1 19-2-0 20-2-0 1-0-0 4-8-15 4-3-1 1-2-0 4-3-1 4-8-15 1-0-0 31 4x6 = 4x6 = ST1.5x8 STP = ST1.5x8 STP = Scale = 1:35.5 W d 4 Ia 3x4 = 5x6 = 3x6 = 3x6 = 9-0-0 10-2-0 19-2-0 9-0-0 1-2-0 9-0-0 Plate Offsets (X,Y)— [9:0-3-0,0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.13 2-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.27 2-10 >825 240 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix-SH Wind(LL) 0.06 2-10 >999 240 Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 7=0-7-10 Max Horz 2=-217(LC 10) Max Uplift 2=-423(LC 12), 7=-423(LC 12) Max Gram 2=757(LC 1). 7=757(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1105/840, 3-4=-856/635, 4-5=718/621, 5-6=-856/635, 6-7=-11051840 BOT CHORD 2-10=-633/1029, 9-10=-262/725, 7-9=-623/942 WEBS 3-10=-349/421, 4-1 0=-1 42/252, 5-9=-142/252, 6-9=-350/421 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2E) 9-0-0 to 10-2-0, Exterior(2R) 10-2-0 to 18-10-3, Interior(1) 18-10-3 to 20-2-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=423, 7=423. WIN1118jj� s4 No' S812:6 ie`EW Olvd: Tampaft-33610 February 19,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP/1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905602 2621824-PSLP-4546 D4 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MTek Industries, Inc. Thu Feb 18 14:01:49 2021 Page 1 ID:bTps6j5cUmmhFzMJBzBrKPys3Mj-Sh?quyheP WTOSOhh93nQsKp_QnhaZMEzJtjmOzjttG -1-0-0 7-0-0 12-2-0 19-2-0 20-2-0 1-0-0 7-0-0 5-2-0 7-0-0 1-0-0 5x8 = NAILED 3 NAILED NAILED NAILED 4x6 = 10 11 4 ST1.5x8 STP = 2x4 11 NAILED 4x6 = 3x4 = ST1.5x8 STP = 3x4 i NAILED Special Special 19-2-0 3x4 Scale = 1:35.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.08 2-9 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.16 2-9 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.06 5 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Wind(LL) 0.12 2-9 >999 240 Weight: 81 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-7-10, 5=0-7-10 Max Horz 2=-174(LC 23) Max Uplift 2=-838(LC 8). 5=838(LC 8) Max Grav 2=1414(LC 29), 5=1413(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2401/1351, 3-4=-2109/1279, 4-5=-2398/1353 BOT CHORD 2-9=-1046/2151, 7-9=-1051/2174, 5-7=-1047/2059 WEBS 3-9=-127/564, 4-7=145/589 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=838, 5=838. 8) "NAILED" indicates 3-1Od (0.148"xY) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 346 lb down and 221 lb up at 7-0-0, and 346 lb down and 221 Ib up at 12-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-4=54, 4-6=54, 2-5=20 Concentrated Loads (lb) Vert: 3=-107(B) 4=107(B) 8=57(B) 9=346(13) 7=-346(B) 10=-107(B) 11=107(B) 12=-57(B) 111111/I/i..� S . 4 No February 19,2021 ,A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19R020 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not es a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB49 and BCS/ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905603 2621824-PSLP-4546 EJ5 Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:49 2021 Page 1 I D: bTps6j5cU m m hFzM J B zBrKPys3Mj-S h?quyh eP W rOSOhh93n QsKp_S n mAZP gzJtJ m OzjttG -1-0-0 6-0-0 1-0-0 6-0-0 4x6 = ST1.5x8 STP = 6-0-0 6-0-0 m M 4 cS N Scale = 1:21.7 Plate Offsets (X,Y)— [2:0-0-0,0-0-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.06 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.12 2-4 >564 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix-P Wind(LL) 0.00 2 `"" 240 Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=198(LC 12) Max Uplift 3=-158(LC 12), 2=-165(LC 12) Max Grav 3=182(LC 17), 2=298(LC 17), 4=112(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. ' 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=158, 2=165. lu . - d-OA -6 & February 19,2021 ®WARNING -. Vedy design parameters and READ NOTES ON THIS AND INCLUDED IVIiTEK REFERENCE PAGE Mil-7473 rev. 61192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905604 2621824-PSLP-4546 EJ6 Jack -Open 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:51 2021 Page 1 I D:bTps6j5cUmmhFzMJBz8rKPys3Mj-O47bJejux7jkiKr3GUquylvlLbSi1 JAGnBTgrHzjttE -1-0-0 5-6-8 1-0-0 5-6-8 3x6 = ST1.5x8 STP = 5-6-8 5-6-8 Scale = 1:20.6 ' Plate Offsets (X Y)— [2:0-6-0 0-0-7j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.04 2-4 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Vert(CT) -0.09 2-4 >728 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Wind(LL) 0.00 2 "" 240 Weight: 19 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=186(LC 12) Max Uplift 3=-144(LC 12), 2=-161(LC 12) Max Grav 3=166(LC 17), 2=281(LC 17), 4=103(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=144,2=161. February 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511920.20 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �/�; building design. Bracing indicatedMike , is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T22905605 2621824-PSLP-4546 EJ7 Jack -Open 19 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 4x6 = ST1.5x8 STP = 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:54 2021 Page 1 I D:bTps6j5cUmmhFzMJBz8rKPys3Mj-pfojxglnD25JZnaexcNbZN WgSoO9EgvjT9iU RczjtlB 7-0-0 7-0-0 7-0-0 Scale = 1:24.9 Plate Offsets (X,Y)-- [2:0-0-0 0-0-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.08 2-4 >983 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.18 2-4 >438 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-SH Wind(LL) 0.16 2-4 >499 240 Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=225(LC 12) Max Uplift 3=-166(LC 12), 2=-174(LC 12) Max Grav 3=201(LC 17), 2=335(LC 17), 4=121(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,J* 5) Refer to girder(s) for truss to truss connections. ,���� Q 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=1b) % �v� �i�: 3=166, 2=174.NHS -• •:9iI ti 4 N;o 58'1-26 February 19,2021 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. ��• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use; the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI117P11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905606 2621824-PSLP-4546 EJ51 Jack -Open 3 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945. 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:50 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-wuZD5liGApbt4AGtimJfPXMGBBI NIsw7YXkHlgzjttF -1-0-0 3-9-2 6-0-0 1-0-0 3-9-2 2-2-14 46 = LX4 II ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.03 6 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.05 5-6 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-R Wind(LL) 0.08 5-6 >875 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except` 3-7: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=198(LC 12) Max Uplift 4=-90(LC 12), 2=-165(LC 12), 5=-40(LC 12) Max Grav 4=130(LC 17), 2=298(LC 17), 5=108(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-253/125 BOT CHORD 2-7=-344/276 Scale = 1:21.7 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-8-14 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=165. 0f11111iV. n1..• ,�,Q :tea '. �: February 19,2021 ® WARNING -verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 51IM020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI Iek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPIt quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905607 2621824-PSLP-4546 EJ61 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:51 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-047bJejux7jkiKr3GUquylvJHbW61 JXGnBTgrHzjttE -1-0-0 2-3-13 i 5-6-8 1-0-0 2-3-13 3-2-11 Scale = 1:20.5 6x8 ST1.5x8 STP = 3.OD F12 2-3-13 3-2-11 ' Plate Offsets (X,Y)— [2:0-3-13,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.07 6 >848 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.13 6 >473 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.06 5 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix-P Wind(LL) 0.23 6 >274 240 Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2. TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=184(LC 12) Max Uplift 4=-136(LC 12), 2=158(LC 12) Max Grav 4=187(LC 17), 2=280(LC 17), 5=63(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. �\ Q J 0'. F' 5) Refer to girder(s) for truss to truss connections. 6 Bearingat'oint s 2 considers parallel to rain value using ANSI/TPI 1 angle to rain formula. Building designer should verify♦:Q 1 O P 9 9 9 9 9 9 ,� w`• �j A E N' •••'� q �: F capacity of bearing surface. •� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) NO 58�'26 4=136, 2=158. �53=• S F <U O 0. - ONA �O Philip J. O'Regan: PE No.58126 dAlfelcUSA, IncfLCeit6634 6904 Parke East Blvd: Tarhpa:RX610 •Date: February 19,2021 A WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M7ek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety lnfonnation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905608 2621824-PSLP-4546 EJ62 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:52 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-sGgzWJXiRrbJTQGgB L7UyRTl?g5mmnQ?rDONjzjttD -1 m 4-3-13 i 5-6-8 1-11 4-3-13 1-2-11 Scale = 1:20.5 - ST1.5x8 STP = 4-3-13 4-3-13 1-2-11 Plate Offsets (X,Y)-- [2:0-3-13,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.05 6 >999 360 MT20 244/190 TCDL 7.0 Lumber.DOL 1.25 BC 0.20 Vert(CT) -0.08 6 >781 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2020rrPI2014 Matrix-P Wind(LL) 0.14 6 >441 240 Weight: 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=184(LC 12) Max Uplift 4=-126(LC 12), 2=-158(LC 12) Max Grav 4=207(LC 17), 2=280(LC 17), 5=23(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � ,'r will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. A% Q J Q•R XV� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ` Q- capacity of bearing surface. `` 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) ' Na 5g`j.2:g February 19,2021 ,A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,1II4473 rev. 5/19262,a BEFORE USE. es Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Qualify Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply T22905609 2621824-PSLP-4546 EJ63 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ST1.5x8 STP = 3x4 0.4dU s NOV 1U ZUZU IVII I eK Inausines, Inc. 1 nu reu j o I9: V I .D Gu4 I raye i I D: bTps6j5cUmmhFzMJBz8rKPys3Mj-LTELkKk9SkzSxd?SOvsM1 A_euPBDV DfZEVyxv9zjttC 5-6-8 5-6-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.01 2-4 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 2-4 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rTP12014 Matrix-P Wind(LL) 0.00 2 **** 240 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=186(LC 12) Max Uplift 3=-143(LC 12), 2=-161(LC 12) Max Grav 3=166(LC 17), 2=281(LC 17), 4=103(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:20.8 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 5-5-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=143, 2=161. February 19,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912.RO BEFORE USE. Design valid for use only with MTi ek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing _ M7ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 315610 Job Truss Truss Type City Ply T22905610 2621824-PSLP-4546 EJ64 Monopitch Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 1814:01:53 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-LTELkKk9SkzSxd?SOvsM1A meP8vVDfZEVyxv9zjttC 3-7-8 5-1-0 , 5-6-8 3-7-8 1-5-8 0-5-8 ST1.5x8 STP = 5-6-8 5x8 = 4x6 11. m m 0 Scale = 1:19.4 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2020/TP12014 CSI. TC 0.38 BC 0.35 WB 0.00 Matrix-P DEFL. in Vert(LL) -0.03 Vert(CT) -0.05 Horz(CT) -0.00 Wlnd(LL) 0.03 (loc) I/deft Ud 1-3 >999 360 1-3 >999 240 3 n/a n/a 1-3 >999 240 PLATES GRIP MT20 244/190 Weight: 32lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-8 cc purlins, BOT CHORD 2xB SP 240OF 2.OE except end verticals. WEBS 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. OTHERS 2x6 SP No.2 REACTIONS. (size) 1=0-7-10, 3=Mechanical Max Harz 1=129(LC 8) Max Uplift 1=-336(LC 8). 3=-725(LC 8) Max Grav 1=774(LC 25), 3=1423(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 1-3=-151/294 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing atjoint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=336, 3=725. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1008 lb down and 461 lb up at 2-4-12, and 925 lb down and 459 lb up at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 1-3=-20 Concentrated Loads (lb) Vert: 4=-925(F) 5=-925(F) Ki-, .a'e.4'6& February 19,2021 ® WARNING ,Verify design parametem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mlk7473 rev. 5M92020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall _ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only., Additional temporary and permanent bracing M7ek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905611 2621824-PSLP-4546 HJ5 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fart Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:55 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-HrM680mP_MDAAx9rVJug6b3z1 Cmxz79shpR2_2zjttA -15-0 4-4-10 i 8-5-1 15-0 4-4-10 4-0-7 3x4 = 8-5-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) -0.16 2-4 >620 360 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.37 2-4 >261 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Wind(LL) 0.16 2-4 >589 240 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Harz 2=21O(LC 8) Max Uplift 3=-277(LC 8). 2=-182(LC 8) Max Grav 3=347(LC 13), 2=312(LC 1), 4=182(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:20.4 PLATES GRIP MT20 244/190 Weight: 28 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 8-5-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 3=277, 2=182. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=54 Trapezoidal Loads (plf) Vert: 5=0(F=27, B=27)-to-3=-114(F=-30, B=-30), 2=-2(F=9, B=9)-to-4=42(F=11, B=-11) `9.1LI.III�I %�,�p. d Q' .�`` Q: �. v - � • � v tom; No' 581,26 '.OF : 44 Phillp J. O'Repan PE No.58126 MiTek USA, Inc.)i Cert 6634 6904P "bistBlvd.Tampa .FL-33610 Nate. February 19,2021 ® WARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII 7473 rev. 5H92020 BEFORE USE. . Design valid for use onlywhh MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verifythe applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qly Ply T22905612 2621824-PSLP-4546 HJ6 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:55 2021 Page 1 ID:bTps6j5cUmmhFzMJBzBrKPys3Mj-HrM68Om P_MDAAx9rVJug6b3zSC16z79shpR2_2zjttA , -1-5-0 7-9-5 , 15-0 7-9-5 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.13 2-4 >699 360 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.29 2-4 >309 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-SH Wind(LL) 0.11 2-4 >801 240 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=183(LC 8) Max Uplift 3=-232(LC 8), 2=173(1_C 8) Max Grav 3=290(LC 13), 2=280(LC 1), 4=159(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:19.3 I� PLATES GRIP MT20 244/190 Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 7-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=232, 2=173. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=54 Trapezoidal Loads (plf) Vert: 5=0(F=27, B=27)-to-3=-105(F=-26, B=-26), 2=-2(F=9, B=9)-to-4=-39(F=9, B=-9) 010tllll/Iff/I I �9. J* Ng' February 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE mn-7473 rev. 51191202o BEFORE uSE. Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not - a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing NOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20801 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905613 2621824-PSLP-4546 HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 1814:01:56 2021 Page 1 ID:bTps6j5cUmm hFzMJBz8rKPys3Mj-12wUMMm 11fL1 o5kl31 P3focldcBdi WS7wTBb WUzjtt9 -1-5-0 5-1-2 9-10-1 1-5-0 5-1-2 4-8-15 Scale = 1:23.1 2x4 = 2x4 II JX4 — 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.02 6-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.04 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) • 0.01 6 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-SH Wind(LL) 0.02 7 >999 240 Weight: 42 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=224(LC 8) Max Uplift 4=-97(LC 8), 2=-272(LC 8), 6=92(LC 8) Max Grav 4=111(LC 13), 2=454(LC 13). 6=262(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-581/145 BOT CHORD 2-7=-267/546, 6-7=267/546 WEBS 3-6=-590/288 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except Qt=lb) 2=272. tlgr %: N:o 'S.8.126 February 19,2021 ® WARNING - Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mi rek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905614 2621824-PSLP-4546 HJ71 Diagonal Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 1-5-0 5-3-1 2x4 = 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:56 2021 Page 1 ID: bTps6j5cUmmhFzMJ Bz8rKPys3Mj-12wUMMm 1 IfL1 o5k131 P3foc9Bc4piaP?wTBbWUzjtt9 Scale = 1:20.3 5-3-1 8-4-5 5-3-1 3-1-4 Plate Offsets (X,Y)— [3:0-4-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.15 7 >630 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.28 7 >343 240 MT20HS 1871143 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-R Wind(LL) 0.23 7 >413 240 Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-7, 5=Mechanical Max Horz 2=203(LC 8) Max Uplift 4=-209(LC 8), 2=182(LC 8), 5=-31(LC 8) Max Grav 4=311(LC 13), 2=309(LC 1), 5=160(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-412/59 BOT CHORD 2-7=-195/398 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' It 5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between the bottom will chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) No' 58126 4=209, 2=182. �' *'� •%'*' 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard'"0: �+ �� �•� V'.O 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 [(/. •�(1^v Uniform Loads (plf) Vert: 1-8=54 i dal Loads TrapezoiVert') ',�'��iS�pNA1 �``,• 0(Fp27, B=27)-to-4=-113(F=-29, B=-29), 2=-2(F=9, B=g)-to-7=-26(F=3, B=-3), 6=-26(F=3, B=-3)-to-5=-42(F=-11, f.111_I;11\. o East Blvd: Ta ap&&-; t February 19,2021 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905615 2621824-PSLP-4546 K1 Common 2 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:57 2021 Page 1 ID: bTps6j5cUmmhFzMJBz8rKPys3Mj-DEUsZinf WzTuQFJ DdkxIB08M 10LxRO2997w92wzjtt8 1-0-0 6-0-0 12-0-0 13-0-0 1-0-0 6-0-0 6-0-0 1-0-0 4x6 = ST1.5x8 STP = 2x4 11 5x6 = 4x6 = 6-0-0 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3x12 MT20HS 11 Scale = 1:25.1 m d LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.74 BC 0.98 WB 0.10 Matrix-SH DEFL. in Vert(LL) -0.03 Vert(CT) -0.07 Horz(CT) 0.01 Wind(LL) 0.07 (loc) I/deft Ud 4-6 >999 360 4-6 >999 240 4 n/a n/a 4-6 >999 240 PLATES MT20 MT20HS Weight: 48 lb GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-4 oc bracing. WEBS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 REACTIONS. (size) 2=0-7-10, 4=0-3-10 Max Horz 2=-152(LC 10) Max Uplift 2=-301(LC 12), 4=-286(LC 12) Max Grav 2=499(LC 1), 4=488(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-587/600, 3-4=585/597 BOT CHORD 2-6=-315/464, 4-6=315/464 WEBS 3-6=-32/271 NOTES- 1) Unbalanced roof live loads have been considered for this design. Wind: ACE 2) 16G,Cpi=O `�•` 1 IExp CS Encl., 18; MWFRS (dire ctii nal) and C-C Exterior(2E) -1-0-0 to 8-0-0 ntterio�r(1) 5-0-0 to 6 0 0, Exte ior(2R) 6-0-0 ,,�� `Q 01. •7 to 11-10-3, Interior(1) 11-10-3 to 13-0-0 zone; cantilever left and right exposed ;C C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 DOL=1.60 `% v \ E 1V,J plate grip e��;Q`�\G V F 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •.• to the use of this truss component. ' NO 4) All plates are MT20 plates unless otherwise indicated. .581'-2$ = *•: �• * �_ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide fit between the bottom chord and any other members. . b will 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) OF [(/ 2=301, 4=286. EoC� �. UP Pp1lip ib'F;Gpan"PE 110.56i26_ 1NI'iek USA, IOE'k Cert 6639 16904 Parke East Blvd: Tarnpa'FL33610 Date:. February 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information .available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply I T22905616 2621824-PSLP 4546 K2 Common Supported Gable 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, -1-0-0 6-0-0 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:01:58 2021 Page 1 I D:bTps6j5cUmmhFzMJBz8rKPys3Mj-hQ2En 1 oHH Hbl1 OtQASSXkDhhcQwsATbl OngiaNzjtt7 12-0-0 13-0-0 4x6 = 3x4 = 14 13 12 11 10 3x4 = Scale = 1:23.1 Ia 12-0-0 12-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 9 n/r 120 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 9 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Cade FBC20201TP12014 Matrix-SH Weight: 54 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 12-0-0. (lb) - Max Horz 2=-152(LC 10) Max Uplift All uplift 100 lb or less at joints) 14, 10 except 2=-122(LC 12), 8=-122(LC 12), 13=-108(LC 12), 11=-108(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 8, 12, 13, 14, 11. 10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-13=-145/280, 3-14=-134/257, 6-11=-144/280, 7-10=-133/257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-0-0 to 5-0-0, Exterior(2N) 5-0-0 to 6-0-0, Comer(3R) 6-0-0 to 12-0-0, Exterior(2N) 12-0-0 to 13-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind (bads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSlrrPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf. bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10 except Qt=lb) 2=122, 8=122, 13=108, 11=108. February 19,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M8-7473 rev. 51192020 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not. a truss system. Before use, the building designer must verify the applicability of design parameters and pro pedy incorporate this design into the overall �/�ek� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the NliT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. .safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 n Job Truss Truss Type Qty Ply T22905617 2621824-PSLP-4546 V1 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, v a d 2x4 5- 2-5-8 0.43U 5 IVOV OU LULU IVII I UK Ir1uu5Ute5, If lu. f Ilu rev to 14:U I.vJ zuz I raye I I D: bTps6j5cUmmhFzMJ Bz8rKPys3Mj-9dbc_Npw2ajbfYSck9znGREsppG?vx8ScRPF7pzjtt6 2x4 II 2 3 Scale = 1:8.9 I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 8 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=2-5-0, 3=2-5-0 Max Horz 1=45(LC 12) Max Uplift 1=-18(LC 12), 3=-41(LC 12) Max Grav 1=65(LC 17), 3=73(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. N F O ' _ 6i;t Olvd; tartlpa FL-33610 February 19,2021 ® WARNING -. Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTekdl connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905618 2621824-PSLP-4546 V2 Valley 1 1 Job Reference (optional) tsuuaers rlrsiz ource (rori tierce), ton coerce, I-L - 34y40, v a d 2x4 i UASU 5 NOV SU LULU 1Vl11 eK Ina Ustrles, Inc. I nu reD to 14:u I:od LUL-1 rage -I I D:bTps6j5cUmmhFzMJBz8rKPys3Mj-9dbc_Npw2ajbfYSck9znGREsmpGzvx8ScRPF7pzjtt6 2x4 II 2 3 Scale = 1:9.0 s LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a nla BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 8 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=2-5-6, 3=2-5-6 Max Horz 1=46(LC 12) Max Uplift 1=-19(LC 12), 3=42(LC 12) Max Grav 1=67(LC 17), 3=75(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 2-5-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60' 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. February 19,2021 ® WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 5119/2020 BEFORE USE. ��° Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905619 2621824-PSLP4546 V3 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:02:00 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-dp97CjgYpurSHi1 oltUOpemxiDYhe00br59pfFzjtt5 4-5-14 4-5-14 • Scale = 1:14.0 v d 2x4 - 2x4 11 2 3 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.28 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-5-6, 3=4-5-6 Max Horz 1=100(LC 12) Max Uplift 1=-40(LC 12), 3=90(LC 12) Max Grav 1=145(LC 17), 3=162(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-142/272 Structural wood sheathing directly applied or 4-5-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4 This truss has been designed for a 10.0 sf bottom chord live load nonconcurrent with an other live loads. 9 P Y 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. ie:East;Bl_vd: Tampa FL33610 February 19,2021 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Clty Ply T22905620 2621824-PSLP-4546 V4 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 3494b, U.43U S NOV 3U ZUZU MI I eK InOustries, Inc. Intl VeD le 14:UZ:UU ZUZI rage i ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-dp97CjgYpurSHil oltUOpemuhDVjeMvbr59pfFzjtt5 -1-1-0 5-9-8 1-1-0 5-9-8 2x4 II 4 6 3x4 = 2x4 11 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.00 1 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 7=5-9-8, 5=5-9-8, 6=5-9-8 Max Horz 7=198(LC 12) Max Uplift 7=-19(LC 12), 5=48(LC 12), 6=-217(LC 12) Max Grav 7=166(LC 1), 5=96(LC 17), 6=293(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-311/136 WEBS 3-6=-285/537 Scale = 1:26.1 r PLATES GRIP MT20 244/190 Weight: 30 lb FT = 20% Structural wood sheathing directly applied or 5-9-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-1-0 to 4-11-0, Interior(1) 4-11-0 to 5-7-12 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 5 except (jt=lb) 6=217. N:o 'z01'. ;6 February 19,2021 ®WARNING -Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYIiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSi Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905621 2621824-PSLP-4546 V5 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:02:01 2021 Page 1 ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-6?jNP3gAaCzJusc sa?FMsJAVdwDNoPk4luMBizjlt4 6-3-0 6-3-0 v v d zx4 11 3 5 4 2x4 i 2x4 11 2x4 II LOADING (psf) SPACING- 2-0-0 CS]. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 7.0 Lumber DOL 1.25 BC 0.13 BCLL 0.0 Rep Stress Incr YES WB 0.14 BCDL 10.0 Code FBC2020/TP12014 Matrix-P DEFL. in (loc) I/dell Lid PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=6-2-8, 4=6-2-8, 5=6-2-8 Max Horz 1=147(LC 12) Max Uplift 4=-57(LC 12), 5=-167(LC 12) Max Grav 1=64(LC 1), 4=102(LC 17), 5=300(LC 17) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-309/133 WEBS 2-5=-252/483 Scale = 1:20.5 Weight: 24 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=167. February 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19Y202,0 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Qty Ply T22905622 2621824-PSLP-4546 V6 Valley 1 1 Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Fierce, FL - 3494b, 6.43U 5 NOV 3U 2UZU MI I eK Industries, Inc. I nu Fel) 1B 14:UZ:UZ 2UZ1 rage 'I ID:bTps6j5cUmmhFzMJBz8rKPys3Mj-aBHldProLV6AWOBBPIWUu3sIA1 Fk6HuulPevkBzjtt3 4-3-0 4-3-0 v d d 2x4 2x4 II 2 3 Scale = 1:13.4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix-P Weight: 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=4-2-8, 3=4-2-8 Max Horz 1=93(LC 12) Max Uplift 1=-38(LC 12), 3=-85(LC 12) Max Grav 1=135(LC 17), 3=151(LC 17) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-133/254 Structural wood sheathing directly applied or 4-3-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1.00 lb uplift at joint(s) 1, 3. February 19,2021 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T22905623 2621824-PSLP-4546 V7 Valley 1 1' Job Reference (optional) Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Nov 30 2020 MiTek Industries, Inc. Thu Feb 18 14:02:02 2021 Page 1 ID: bTps6j5cUmmhFzMJBz8rKPys3Mj-aBHldProLV6AWOBB P I WUu3s001 Iu6H uulPevk8zjtt3 2-3-0 2-3-0 ' Scale = 1:8.4 v a d 2x4 i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 TCDL 7.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 1=2-2-8, 3=2-2-8 Max Horz 1=40(LC 12) Max Uplift 1=-16(LC 12). 3=-36(LC 12) Max Grav 1=57(LC 17), 3=64(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2x4 11 DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 n/a n/a Weight: 7 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. ``\l J# c.E O'RF�g No 581`4126 February 19,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 r.'ftl Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 4 offsets are indicated. 6-4-8 dimensions shown in ft-insixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury _ Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system, e.g. Apply plates to both sides of truss 1 2 3 diagonal or X-bracing, is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer. For c1-2 c2-3 wide truss spacing, individual lateral braces themselves bracing, Tor I 4 may require or alternative WEBS oar p `� �� f1 bracing should be considered. 3. Never exceed the design loading shown and never 2 O U a� 2 stack materials on inadequately braced trusses. n- " U 4. Provide copies of this truss design to the building O� a0 designer, erection supervisor, property owner and c7-8 csa c5-6 I--. For 4 x 2 orientation, locate all other interested parties. BOTTOM CHORDS plates 0- 'lid' from outside p 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSIITPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 7. Design assumes trusses will be suitably protected from connector plates. the environment in accord with ANSI/TPI 1. " Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber software or upon request. shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for PLATE SIZE PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. ICC-ES Reports: 10. Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator. General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 11. Plate type, size, orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 13. Top chords must be sheathed or pudins provided at spacing indicated on design. output. Use T or I bracing if indicated. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports) occur. Icons vary but reaction section indicates joint © 2012 MiTek® All Rights Reserved 17. Install and load vertically unless indicated otherwise. ��� number where bearings occur. Min size shown is for crushing only. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: 19. Review all portions of this design (front, back, words ANSI/TP11: National Design Specification for Metal and pictures) before use. Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. 20. Design assumes manufacture in accordance with BCSI: Building Component Safety Information, MiTok ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, Installing & Bracing of Metal Plate 21.The design does not take into account any dynamic Connected Wood Trusses. MiTeWEngineering Reference Sheet: MII-7473 rev. 5/19/2020 or other loads other than those expressly stated.