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RC-10-19-2531, 1020 NE 92nd St (6)Miami Shores Village=vim BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: 1020 NE 92nd ST Building Department _ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 —1 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20` Master Permit No. RC-10-19-2531 Sub Permit No. ❑ ROOFING Q REVISION ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR ❑ EXTENSION ❑RENEWAL ❑ CANCELLATIO & SHOP ( YW3 DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:1132050130020 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder) Address..1020 NE 92nd St City: Miami Shores 1760 NE LLC State: FL BFE: FFE: one#: 305-484-7834 Tenant/Lessee Name: Phon Email: dpupo@modern-stones.com CONTRACTOR: Company Name: Boost Construction Address.. 7841 NW 32nd St City: Doral State: FL Qualifier Name: Carlos Perez JR State Certification or Registration #: CGC15288859 DESIGNER: Architect/Engineer: Mlsael Rodriguez p: 33138 305-484-7834 zip: 33122 hone#: 305-778-7914 Certificate of Competency #: hone#: 305-321-7694 Address: City: State: Value of Work for this Permit: $ $5000.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace Description of Work: Revision of roof and truss design Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ �� •� CCF $ CO/CC $ Scanning Fee $ —L • )-0 Radon Fee $ Technology Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ J Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ LA \ . w Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to a chment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which ccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app v and a reinspection fee will be charged. r Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this I� day of IIV we 1� , 20 ZZ- , by �\a5 C. C��Z Sr who is personally known to me or who has produced identification and who did take an oath. NOT Sign: Print Seal: APPROVED BY (Revised02/24/2014) DAVID PUPO MY COMMISSION # HH 136644 EXPIRES: June 2, 2025 Bonded Ttw NOWv Pubic tinderoftem The foregoing instrument was acknowledged before me this day of 20 ZZ , by Car' c>s Wf-e-Z S tom, who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: . •, -, . DAYID PUPO ,?� MY COMMISSION # HH 136844 49- EXPIRES: Jute 2, 2025 �r p�� 'I'•FOi �Qa` Bon11{7{711YY ryy�: Plans Examiner Structural Review as Zoning Clerk Royal Truss Site Information: Project Customer1020 NE RESIDENCE �Q IZU4 CEIVFI:)) L_ YI Site Address:1020 NE 92 ST. ...... r MIAMI SHORES St: FL. Zip: • • • • 0 • • General Truss Engineering Criteria & Design Loads (Individual Truss Desjgri Krawin a �hovi • •; Special Loading Conditions): • • • • :***a: Design Code: FBC2017/TP12014 Design Program: 8.43 Jan 20 2021 ' ":"• Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 175 mph .. • e' '..'.' ..... • This package includes 21 individual, dated Truss Design Drawings and 0 AdcDtioflal Drawings. e•.•:e With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and This- dex sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Enginedfs Rules.:'. '. • . 00 No. Date Truss ID# Seal# 1 01/26/22 TA A0036994 2 01/26/22 TB A0036995 3. 01/26/22 TC A0036996 4 03/08/22 TD A0036997 5 03/08/22 TDD A0036998 6 03/08/22 TE A0036999 7 01/26/22 TF A0037000 8 01/26/22 V1 Ao637001 9 01/26/22 V10 A0037002 10 01/26/22 V13 A0037003 11 01/26/22 V14 A0037004 12 01/26/22 V15 A0037005 13 01/26/22 V16 A0037006 14 01/26/22 V2 A0037007 15 01/26/22 V3 A0037008 16 01/26/22 V4 A0037009 17 01/26/22 V5 A0037010 18 01/26/22 V6 A0037011 19 01/26/22 V7 AO037012 20 01/26/22 V8 A0037013 21 01/26/22 V9 A0037014 The truss drawing(s) referenced above have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Royal Truss Manufacturing, Truss Design Engineer's Name: Orlando M. Fortun, P.E. PE # 22249, EB# 0005512 NOTE: The seal on these drawings indicate acceptance of professional engineering responsibilty for the truss components shown. per e9)Y4 21?1 Q®%"%J11i1111111 °A °o®o o®�® ° e 0 Nse e •° • +� 249 o e ° lb E OF a� e °®° ®��*°Q► `��®®®® ISM® ®°°as so `NIL 4or%m CON81lLTPr 9iRam PA 04 / MUZ UR1 PE W49 CA 000M 1220 86l3%th TEWACE r99Ml. RDWA 33% Ta-(303)262.62M FAX•(305)262-WA MAR 0 8 202-: Page 1 of 1 Engineers Name Date Job Truss Truss Type Qty Ply A0036994 11-17-20 TA COMMON 1 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:37 2022 Page 1 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-bRYW9lZpOo_k9119mvm5AUBFccsvNOK8tvmhfdzd?GO 5-10-0 11-8-0 5-10-0 5-10-0 Scale = 1:18.8 45 = •••• • • •••• •••••• 2 •• • • • • •••••i 4.00 F12 •••••• ••••i• • •••• • ••••• • • • • • •• •• • •••••• / •••••• • 53 •• 4 • •• 2x4 II 3x4 = 6 3x4 = Io 0-4-0 5-10-0 11-4-0 11-B-p 4-01 5-6-0 5-6-0 0-4-0' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.39 Vert(LL) -0.02 1-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.37 Vert(CT) -0.05 1-4 >999 180 BCLL 0.0 ` Rep Stress Incr NO WB 0.03 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 77 lb FT = LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=708/0-8-0 (min. 0-1-8), 3=702/0-8-0 (min. 0-1-8) Max Horz 1=-57(LC 6) Max Upliftl=-283(LC 8), 3=-281(LC 8) Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1284/486, 2-5=-1266/486, 3-5=-1283/465 BOT CHORD 1-4=-381/1126, 4-6=-381/11267 3-6=-381/1126 WEBS 2-4=0/300 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 Job Truss Truss Type Qty Ply A0036994 11-17-20 TA COMMON 1 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:37 2022 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-bRYW91ZpOo_k91 I9mvm5AUBFccsvNOKBtvmhfdzd?GO NOTES- 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) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 ande3.e?111s connection is for uplift only and does not consider lateral forces. sees *see • • 8) Girder carries tie-in span(s): 2-8-0 from 0-0-11 to 11-0-3; 2-8-0 from 0-0-11 to 11-0-3; 3-0-0 from 0t0-11 toe 144-3; 3-0-0 from 0-0-11 to 11-0-3 •••••• •• •• •••••• sees.. sees.. LOAD CASE(S) Standard sees . sees.. • e e • • sees. 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 • Uniform Loads (plf) s o • e e • a s • • • • • Vert: 1-2=-99(F=-9), 2-5=-99(F=-9), 3-5=-90, 1-6=-29(F=-9), 3-6=-20 • • • • • • • • • • • sees.. . . ee . sees*: a se • . sees0. ee a as e e Job Truss Truss Type Qty Ply A0036995 11-17-20 TB COMMON 2 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:38 2022 Page 1 ID:V risfpazXgsZabHXbvpKYtyGh4U-3e6vMeZS966bmAtLKclKjhkM50AR6rCl6ZWEB3zd?GN 5-10-0 11-8-0 Scale = 1:18.8 4x5 = • • •••• •••••• 3 •• • • • • 4.00 12 • • • • •••••• •• •• •••••• • 3x4 • • • • • • 2 4 ••ptz4•i %00% • • 7 F••• • ••••• w1 • • • •• • ••••• • • • • LN • •• • •••••• •••: 1 • • 5 •• 1 • • • •• • • • ' I� 5x6 = R::� 6 0 .0 2x4 II 3x4 = 5x6 = 3x4 = 4- 5-10-0 11-4-0 1-8- 4-0 5-6-0 5-6-0 -4- Plate Offsets (X,Y)-- [1:0-2-9,0-2-8], [5:0-2-9,0-2-8] LOADING (psf) I SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.66 Vert(LL) -0.02 1-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.42 Vert(CT) -0.06 1-6 >999 180 BCLL 0.0 ''i Rep Stress Incr NO WB 0.06 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 46 lb FT = LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD SLIDER Left 2x4 SP No.2 - 2-7-5, Right 2x4 SP No.2 - 2-7-5 REACTIONS. (lb/size) 1=607/0-8-0 (min. 0-1-8), 5=607/0-8-0 (min. 0-1-8) Max Horz 1=56(LC 11) Max Upliftl=-243(LC 12), 5=-243(LC 12) Structural wood sheathing directly applied or 4-10-1 oc purlins. Rigid ceiling directly applied or 8-4-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-7=-1058/619, 2-7=-994/620, 2-3=-983/632, 3-4=-983/632, 4-8=-994/620, 5-8=-1058/619 BOT CHORD 1-6=-487/93315-6=-487/933 WEBS 3-6=0/256 - NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-13 to 3-3-13, Interior(1) 3-3-13 to 5-10-0, Exterior(2) 5-10-0 to 8-10-0, Interior(1) 8-10-0 to 11-4-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Continued on page 2 Job Truss Truss Type Qty Ply A0036995 11-17-20 TB COMMON 2 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:38 2022 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-3e6vMeZS966bmAtLKc[KjhkM50AR6rC16ZWEB3zd?GN NOTES- 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 rectanglg 3 §-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. • 5) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT;U(sj -I and 5itT'hi� connection's for uplift only and does not consider lateral forces. • •••••• 0. •• ...... LOAD CASE(S) Standard • • • • • • .... . ..... . • .. . .*00 .. • •• • • • . . Job Truss Truss Type Qty Ply A0036996 11-17-20 TC SCISSORS 1 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:38 2022 Page 1 ID:VTlstpazXgsZabHXbvpKY1 yGh4U-3e6vMeZS966bmAtLKclKjhkPY07E6ovl6ZWEB3zd?GN 0-Q-0 6-8-7 F 12-7-0 18-5-9 25-2-0 25i2-1 0- -1 6-8-7 5-10-9 5-10-9 6-8-7 0-t1-1 Scale = 1:41.7 4x4 = • • •••• •••••• � • � • 5 •••••• •• •• •••••• 4.00 12 • 13 14 •••••• 3x4 3x4 •••• • • •••••• • • 4 6 sdoa• • • •••••• •• • ••••• 3x4 • • 3x4 5 • 3x4 � • • 7 •• • 15 •••••• 12 3 10 •••• •3X4� •• m • • • 5x8 = E"' • • 1 11 9 • • v 2x4 11 • • • ••v •i 0 2x4 11 • • • • • • o 6x6 = • • 616 zz • • • 3x5 = 3x5 = 2.00 12 0 6-8-7 12-7-0 18-5-9 24-10-0 2� 2-0 lop 0 0 6-4-7 5-10-9 5-10-9 6-4-7 0-4-0 Plate Offsets (X,Y)-- [2:0-8-4,0-3-0],[8:0-8-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.50 Vert(LL) 0.39 10-11 >763 240 MT20 244/19C TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) -0.51 10-11 >582 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.26 8 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-S Weight: 219 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD SLIDER Left 2x4 SP No.2 - 3-0-4, Right 2x4 SP No.2 - 3-0-4 REACTIONS. (lb/size) 2=1382/0-8-0 (min. 0-1-8), 8=1347/0-8-0 (min. 0-1-8) Max Horz 2=-122(LC 10) Max Uplift2=-883(LC 12), 8=-848(LC 12) Max Grav2=1437(LC 19), 8=1411(LC 19) Structural wood sheathing directly applied or 5-3-8 oc purlins. Rigid ceiling directly applied or 6-10-6 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-5570/3616, 3-12=-5515/3619, 3-4=-5497/3633, 4-13=-4180/2744, 5-13=-4126/2754, 5-14=-4126/2758, 6-14=-4180/2749, 6-7=-5500/3651, 7-15=-5498/36389 8-15=-5573/3633 BOT CHORD 2-11=-3335/5220, 10-11=-3342/5229, 9-10=-3345/5231, 8-9=-3338/5223 WEBS 5-10= 1185/2006, 4-1 0=-1 402/1017, 6-10=-1419/1019 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Continued on page 2 Job Truss Truss Type Qty Ply A0036996 11-17-20 TC SCISSORS 1 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:38 2022 Page 2 ID: VTlsfpazXgsZabHXbvpKYt yGh4U-3e6vMeZS966bmAtLKclKjhkPY07E6ovl6ZW EB3zd?GN NOTES- 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. . 4) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Oplf; V1.5ft; B=45i1 L=24ft`•";' eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2)-0-M010 2-11'6,.Inferior(1) 2%1-6 to 12-7-0, Exterior(2) 12-7-0 to 15-7-0, Interior(1) 15-7-0 to 24-10-0 zone;C-C for members arIcf AIrbes & KMMS for tL9.1Ctfdhs shown; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any otRol'Qve loads..:. ' 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas whe?e `a rectangle 3-6-0 tall bIV0.0 wide will fit between the bottom chord and any other members. ":": .". `. 7) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formplas 'Building ' designer slTdOLDN0 verify capacity of bearing surface. 8) Two RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)and V;hiis'connetiion is for uplift only and does not consider lateral forces. .•.... 9) Double installations of RT7 require the two hurricane ties to be installed on opposite sides of fop prate to avoiaflail interference in single ply truss.00 LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0036997 11-17-20 TD SCISSORS 4 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:39 2022 Page 1 ID:VTIsfpazXgsZabHXbvpKYt yGh4U-XgfHa_a4wQESOKRYtKpZFvGTVQNZrF3RLDFnkVzd?GM 0- -0 6-8-7 12-7-0 18-5-9 25-2-0 25 -1 0- -1 6-8-7 5-10-9 5-10-9 6-8-7 0- -1 Scale = 1:41.7 4x4 = • • 606666 •••• •••••• 4 •• • • • • 4.00 12 • • ••• • •••••• •• •••••• 11 • t2 •••••• • • • 3x4 % y 3x4 zz� • • • •.0 • •••• • • • • •••• • ••••• 19 • •• • • •• • 63 •••• • 10 8 •• • •.• •• • •••••• 5x8 = • 6 • v 1 9 • 7 • • 2x4 II •� v • �v vI 5x8 11 2x4 11 • • • • • 51111 i o 5x10 II " ' 0000 ;', 'Px611395= • 3x5 = 2.00 12 • • • Oro 0 0-4-0 6-8-7 12-7-0 18-5-9 24-10-0 25 2-0 6-4-7 0-4-0 6-4-7 5-1 0-9 5-10-9 Plate Offsets (X,Y)-- [2:0-2-11,0-0-11 ], [2:0-1-14,Edge], [2:0-1-10,2-11-11 ], [6:0-2-11,0-0-11 ], [6:0-0-14,1-4-3], [6:0-1-6,2-1-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.94 Vert(LL) 0.31 7-8 >943 240 MT20 244/19C TCDL 15.0 Lumber DOL 1.33 BC 1.00 Vert(CT) -0.56 7-8 >526 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(CT) 0.29 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 220 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 BOT CHORD WEDGE Left: 2x6 SP No.2, Right: 2x4 SP No.2 REACTIONS. (lb/size) 2=1382/0-8-0 (min. 0-1-8), 6=1347/0-8-0 (min. 0-1-8) Max Horz 2=-122(LC 10) Max Uplift2=-575(LC 12), 6=-541(LC 12) Structural wood sheathing directly applied or 4-3-12 oc purlins. Rigid ceiling directly applied or 8-4-3 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-10=-5518/2506, 3-10=-5427/2519, 3-11=-4022/1852, 4-11=-3934/1862, 4-12=-3934/1869, 5-12= 4023/1852, 5-13=-5428/2540, 6-13=-5501/2527 BOT CHORD 2-9=-2316/5173, 8-9=-2319/5176, 7-8=-2318/5180, 6-7=-2316/5176 WEBS 4-8=-810/1987, 3-9=0/256, 5-7=0/257, 3-8=-1512/773, 5-8=-1515/775 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Continued on page 2 Job Truss Truss Type Qty Ply A0036997', 11-17-20 TD sclssoRs 4 2 'Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:39 2022 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-XgfHa_a4wQESOKRYtKpZFvGTVQNZrF3RLDFnkVzd?GM NOTES- 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B:j43 ,,04=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-0-1dto 4'1.1-6, Int2tib?(1) 2-1100tq• 12-7-0, Exterior(2) 12-7-0 to 15-7-0, Interior(1) 15-7-0 to 24-10-0 zone;C-C for members and forceg & MVV'FF3S:or reactiogs shown; Lumber DOL=1.60 plate grip DOL=1.60 0 0 •: 0 a00' • • • • • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any oIAV fide loads. ' •; 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectan4le.3 &0 tall by 2-0.0 wide will fit between the bottom chord and any other members. • • • • • 7) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain fora uRo Vuilding'd'Qslgner sneolt1- .. .. .. . ...... verify capacity of bearing surface. 8) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT el It;s�•2 and 6. This connect%n is for uplift only and does not consider lateral forces. .. . ...... . . .. LOAD CASE(S) Standard • Job Truss 'Truss Type ' City Ply A0036998 111-17-20 TDD SCISSORS 2 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:39 2022 Page 1 ID:VTIsfpazXgsZabHXbvpKYt yGh4U-XgfHa_a4wQESOKRYtKpZFvGaIQTTrF9RLDFnkVzd?GM 0- -0 6-8-7 12-7-0 18-5-9 25-2-0 2s -1 _ 0- -1 6-8-7 5-10-9 5-10.9 6-8-7 0- -1 Scale = 1:41.7 - 4x4= •••• • S •••• Soso•• 5 •• • • • o 4.00 F12 14 •••o•• •• •• •••••• • 13 3x4 •••••• • • • 3x4 •••••• •••• • • • • •••• • ••••• 3x4 3x4 3x4 % 3 • • • • 7 • • 12 10 •• • ••7f�� •••••• 5x8 = a1 11 qj • 8 • 9 • i • S •��v 2x4 6x6 = 2x4 I • • • • • 6x6 = • • • • • 3x5 = 2.00 12 • • • • • Or4i0 6-8-7 12-7-0 18-5-9 24-10-0 25 2-0 6-4-7 0-4-0 0-4-0 6-4-7 5-10-9 5-10-9 Plate Offsets (X,Y)-- [2:0-8-4,0-3-0],[8:0-8-4,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.50 Vert(LL) 0.39 10-11 >763 240 MT20 244/19C TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) -0.51 10-11 >582 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(CT) 0.26 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 219 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 5-3-8 oc purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-6 oc SLIDER Left 2x4 SP No.2 - 3-0-4, bracing. Right 2x4 SP No.2 - 3-0-4 REACTIONS. (lb/size) 2=1382/0-8-0 (min. 0-1-8), 8=1347/0-8-0 (min. 0-1-8) Max Horz 2=-122(LC 10) Max Uplift2=-883(LC 12), 8=-848(LC 12) Max Grav 2= 1 437(LC 19), 8=1411(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-5570/3616, 3-12=-5515/3619, 3-4=-5497/3633, 4-13=-4180/2744, 5-13=-4126/2754, 5-14=-4126/2758, 6-14=-4180/2749, 6-7=-5500/3651, 7-15=-5498/3638, - 8-15=-5573/3633 BOT CHORD 2-11=-3335/5220, 10-11=-3342/5229, 9-10=-3345/5231, 8-9=-3338/5223 - WEBS 5-1 0=-1 185/2006, 4-1 0=-1 402/1017, 6-10=-1419/1019 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Continued on page 2 Job Truss Truss Type Qty Ply A0036998 11-17-20 TDD SCISSORS 2 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:39 2022 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-XgfHa_a4wQESOKRYtKpZFvGaIQTTrF9RLDFnkVzd?GM NOTES- 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B-44$fl;06--24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) 40-1-d4o 2-11 -V,lilterior(l)*2-1:'6 to 12-7-0, Exterior(2) 12-7-0 to 15-7-0, Interior(1) 15-7-0 to 24-10-0 zone;C-C for members q�Aforces & A/IW- S for readho s 00 shown; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any otUgr live loads. :....: 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas whe,,g 0 clan �le•3 O tall 6� 2-0'0 wide will fit between the bottom chord and any other members. : • •. 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain forr Wa. • • Ildin •deli er shou•I&• verify capacity of bearing surface. 9 • • • •� • • • •: • 8) Two RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT atjt(M Zand 8,•Thij conneetio-eis for uplift only and does not consider lateral forces. • • • 9) Double installations of RT7 require the two hurricane ties to be installed on opposite sides of jqp prate to avoid nail in eriers� ce in single ply truss. • LOAD CASE(S) Standard Job Truss Truss Type City Ply A0036999 11-17-20 'TE SCISSORS 2 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:39 2022 Page 1 ID: VTlsfpazXgsZabHXbvpKY1 yGh4U-XgfHa_a4wQESJKRYtKpZFvGU1 QPnrFjjRLDFnkVzd?GM 0- -0 6-8-7 12-7-0 16-4-0 18-5-9 20-3-10 25 0- -1 6-8-7 5-10-9 3-9-0 2-1-9 1-10-2 Scale = 1:34.2 4x4 = sees • + fees •••••• 4 • • • e 4.00 12 •••••• • • • s• s• • •eses• 12 1 304 3sf5se • • s 3x4 • 14 • • :••f•: •ss••f 3 • ••••• •• •• •• 6fs•s• Y • • .• . •f • •TTif•0 11 8 .. • n of a a EIT 5x8 = • 7 . s • • .. • •: 1 9 VX • . .. ao �j 2x4 II • i •• • �s•ef �j 3x8 11 0 s••e 3x4 - 3x8 II 2.00 F12 4 6-8-7 i 12-7-0 16-9-15 i 18-5-9 25-2-0 4- 6-4-7 5-10-9 4-2-15 1-7-10 6-8-7 Plate Offsets (X,Y)-- [2:0-3-3,0-0-11], [2:0-1-14,Edge], [2:0-1-2,2-2-9] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.84 Vert(LL) 0.11 9 >999 240 MT20 244/19C TCDL 15.0 Lumber DOL 1.33 BC 0.86 Vert(CT) -0.18 2-9 >999 180 BCLL 0.0 " Rep Stress Incr YES WB 0.23 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 165 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 6-0-0 oc purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc WEDGE bracing. Left: 2x4 SP No.2 REACTIONS. (lb/size) 6=113/0-3-8 (min. 0-1-8), 2=911 /0-8-0 (min. 0-1-8), 1 0=1 120/0-8-0 (min. 0-1-8) Max Horz 2=106(LC 11) Max Uplift6=-82(LC 12), 2=-380(LC 12), 10=-486(LC 12) Max Grav 6=118(LC 22), 2=911(LC 1), 10=1120(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-3125/1465, 3-11=-3037/1478, 3-12=-1306/651, 4-12=-1212/660, 4-13=-1250/699, 5-13=-1276/688 BOT CHORD 2-9=-1451/2901, 8-9=-1452/2900 WEBS 4-8=-121/400, 3-9=0/271, 3-8=-1724/929, 5-8=-513/1185, 7-1 0=-1 120/609, 5-7=-1088/626 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "0") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Continued on page 2 Job Truss 'Truss Type Qty Ply A0036999 11-17-20 TE SCISSORS 2 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:40 2622 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-00 DfnKbihjMJ000kR 1 Koo6pfnpl0aizbat?LGyzd?GL NOTES- 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.0p�f; h=15ft; B=4W,1.F24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-0-10•tg 2'14 -6, Interior(1) 2-1 T-Vn • 12-7-0, Exterior(2) 12-7-0 to 15-7-0, Interior(1) 15-7-0 to 20-2-3 zone;C-C for members and fpM; MWF tS for reaction g. • shown; Lumber DOL=1.60 plate grip DOL=1.60 • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any otge,r ILve loads. :.... 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where•§ rectan+8•4•0 tall by 0 U ...... wide will fit between the bottom chord and any other members. . ig .. 7) Bearing at jointta. s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain forrp�• Suildirq0 e;' ner should verify capacity of bearing surface. • • • •, • • 090000 •. 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT ajt(sr 6; This p9nn9ction is, fl .- lift only and does not consider lateral forces. • • • • • 9) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT af'jt(sl 2;and 1p• TNs connpetiemts for uplift only and does not consider lateral forces. • 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0037000 11-17-20 TF COMMON 1 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:40 2022 Page 1 ID:VTlsfpazXgsZabHXbvpKYtyGh4U-OODfnKbihjMJOUOkR1 Koo6phupmyakobat?LGyzd?GL 4-6-14 8-4-15 12-3-0 16-1-1 19-11-2 24-6-D 4-6-14 3-10-1 3-10-1 3-10-1 3-10-1 4 6-14 Scale = 1:39.0 4x4 = •••• • • • • • •••• f••••• • 4 4.00 F12 of • ••••e• • • • • • • • •• •• f••••• 15 3 16 • 5 •••••• • • • fete *fees* • • • • ••• • fees• 2 WE • 6 •• • ••ifs• • 14 4 •••• is •ss••• 131 IC? In El' 101 13 12 11 10 9 •• • 8 �•• •• 2x4 H 3x8 = 2x4 I I• • e 0- 1 4-614 8-4-15 12-3-0 161-1 19-11-2 242-0 2- 0 4-2-14 0-4-0 0- -1 4-6613 3-10-1 3-10-1 3-10-1 3-10-1 Plate Offsets (X,Y)-- [1:0-2-0,Edge], [7:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) 0.11 10 >999 240 MT20 244/19C TCDL 15.0 Lumber DOL 1.33 BC 0.80 Vert(CT) -0.18 10-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.12 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 234 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 6-0-0 oc purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1490/0-8-0 (min. 0-1-8), 7=1490/0-8-0 (min. 0-1-8) Max Horz 1=-117(LC 10) Max Upliftl=-646(LC 12), 7=-646(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-3623/1816, 2-14=-3534/1825, 2-3=-3046/1577, 3-15=-2354/1284, 4-15=-2291/1297, 4-16=-2291/1297, 5-16=-2354/1284, 5-6=-3046/1577, 6-17=-3534/1825, 7-17=-3623/1816 BOT CHORD 1-13= 1632/3346, 12-13=-1632/3346, 11-12=-1319/2834, 10-11= 1319/2834, 9-1 0=-1 322/2834, 8-9=-1629/3346, - 7-8=-1629/3346 WEBS 4-10=-532/1090, 5-10=-847/482, 5-9=-120/328, 6-9=-588/365, 3-10=-847/482, 3-12=-120/328, - 2-12= 588/365 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Continued on page 2 Job Truss Truss Type 11-17-20 TF COMMON Qty Ply A0037000' i Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:40 2022 Page 2 ID:VTIsfpazXgsZabHXbvpKY1yGh4U-00DfnKbihjMJ000kR1Koo6phupmyakobat?LGyzd?GL NOTES- 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LGA CASES) 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. • es 4 Wind: ASCE 7-10; Vult=175m h 3-second gust) Vasd=136m h; TCDL=5.0 sf; BCDL=5.0 sf -h �i5ft; B=4W t=24ft' • • • P( 9 ) p p p. +..: a eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-13 tp• P-13, Interi8r(1) 3-3414MO-o 12-3-0, Exterior(2) 12-3-0 to 15-3-0, Interior(1) 15-3-0 to 24-2-3 zone;C-C for members and fgrcep& M4.F;R64or reactio shown; Lumber DOL=1.60 plate grip DOL=1.60 •••.•. 00 • 5) All plates are 3x4 MT20 unless otherwise indicated. • 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any gWpr jiye loads. • 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas wf rem CectangLe 3;6-0 tall by�-0 0 wide will fit between the bottom chord and any other members. *.so 8) One RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT%jlst1 and7. This conleotfvrZis for uplift only and does not consider lateral forces. ; sees 9) Girder carries tie-in span(s): 3-0-0 from 0-0-3 to 24-6-3; 3-0-0 from 0-0-3 to 24-6-3; 2-4-0 from 0-0-3 to 24-6-3 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-4=-99(F=-9), 4-7=-99(F=-9), 1-7=-26(F=-6) Job Truss Truss Type 11-17-20 V1 VALLEY 2-0-0 2-0-0 4.00 12 2 1 T 2x4 Oty Ply A0037001 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:40 2022 Page 1 ID:VTlsfpazXgsZabHXbvpKYtyGh4U-OODfnKbihjMJOUOkR1Koo6pswpyRalbbat?LGyzd?GL _ 4-0-0 2-0-0 • • • • • i • • • • •SACk-01:7.3 • • •••••• •• •• ••••% • •••••• •••• • ••••• •••••• •• • ••••• • •• • •••••• • • • •• •••••• I I • • • • •MEMO= om 2x4 r 4-0-0 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 1 Lumber DOL 1.33 BC 0.06 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 9 lb FT = LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sh3athing directly applied or BOT CHORD 2x4 SP No.2 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=121/4-0-0 (min. 0-1-8), 3=121/4-0-0 (min. 0-1-8) Max Horz 1=-10(LC 10) Max Upliftl=-49(LC 12), 3=-49(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=S.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C ` Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 Job Truss Truss Type Qty Ply A0037001 11-17-20 V1 VALLEY ' 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:40 2022 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-OODfnKbihjMJOUOkR1 Koo6pswpyRalbbat?LGyzd?GL NOTES- 6) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT �t jt(V 1 and•3. Ijis connection is for uplift only and does not consider lateral forces. • • • • .. . . . LOAD CASE(S) Standard ...... .. .. ...... ; .. • • • • .... ...... .... . ..... ...... 000000 ..... . .. .. .. . ..... . . . . .. . ...... 060 . .. . . .. . .. . . . . . Job Truss Truss Type 11-17-20 V10 VALLEY Qty Ply A0037002 3 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:44 2022 Page 1 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-unTAdheCkytkU5KVgtOkyy_KQREtWZaAUVzYPjzd?GH see* • • • • *see 3 2x4 % 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.33 TC 0.93 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.41 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 FBC2017/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=314/6-9-0 (min. 0-1-8), 3=314/6-9-0 (min. 0-1-8) Max Horz 1=122(LC 12) Max Upliftl=-106(LC 12), 3=-146(LC 12) PLATES MT20 3da19�� !14.5 • • • Osseo •••••• • O • GRIP 244/190 Weight: 22 lb FT = : Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-257/346 NOTES- 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 6-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1 and 3. This connection is for uplift only and does not consider lateral forces. Continued on page 2 Job Truss Truss Type oty Ply A0037002 11-17-20 V10 VALLEY 3 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:44 2022 Page 2 ID:VTIsipazXgsZabHXbvpKY1 yGh4U-unTAdheC"U5KVgtOkyy_KQREtVVZaAUVzYPjzd?GH LOAD CASE(S) Standard . . .... ...... ...... .. .. ...... e .sees• .... . ..... Osseo• e• . Osseo .. .. s• s seeo:O . . .. . ...... 09 . . :Osseo se a .. a Job Truss Truss Type Qty Ply A0037003 11-17-20 V13 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:44 2022 Page 1 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-unTAdheCkytkU5KVgtOkyy_VzRJMWYCAUVzYPjzd?GH 22-0-4 22-0-4 • • • • • • •••• MIN%135.4 •• • • • • • • • • 3x4=•••••• •• •• •••••• • • 1 17 2 18 193 4 5 20 21 • 6 0000001 52 • ° *see 0 • ••Goes • wage • T T T T ••••• T •• • ••• 604660 •• •• ••• • • • 16 15 14 13 12 11 •••10 • •• :••1•i 3x4 •• • as • • • = • • • I LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 30.0 I Plate Grip DOL 1.33 TC 0.25 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.13 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 I Matrix-R Weight: 83 lb FT = LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 6-0-0 oc purlins, except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc OTHERS 2x4 SP No.3 bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 22-0-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 16, 9 except 12=-120(LC 12), 10=-220(LC 9), 11=-159(LC 9), 15=-220(LC 8), 13=-159(LC 8) Max Grav All reactions 250 lb or less at joint(s) 16, 9 except 12=299(LC 1), 10=477(LC 1), 11=388(LC 1), 15=477(LC 1), 13=388(LC 1) - FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 7-10=-392/296, 5-11=-317/223, 2-15=-392/296, 3-13=-317/223 NOTES- 1)Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 21-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 8 ) AID plates are 2x4 MT20 unless otherwise indicated. ontlriued on page 2 Job Truss Truss Type Qty Ply A0037003 11-17-20 V13 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:44 2022 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-unTAdheCkytkU5KVgtOkyy_VzRJMWYCAUVzYPjzd?GH NOTES- 4) Gable requires continuous bottom chord bearing. •`��•• • • •••• •••••• 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any o#Arvllve loads. •. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas whje g jgctangag 4 0 tall bX 2 0--0 wide will fit between the bottom chord and any other members. • 00 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT a:„j�W 16, 9, 12, 10, 11, 1� ef) l 13. This connection is for uplift only and does not consider lateral forces. • • • • • • .... . ..... LOAD CASE(S) Standard • • .. .. .. . ...... •• • •• • . • Job Truss Truss Type Oty Ply A0037004 11-17-20 V14 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:44 2022 Page 1 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-unTAdheCkytkU5KVgtOkyy_V6RJRWYEAUVzYPjzd?GH 20-0-4 20-0-4 • • • • •••••• •• of •••••• 1 13 2 14 153 4 16••9• 18i•• • • 6 • • ••• T T T •• • •• • •• •••• • • • •• • •• • • • • • •• • •• • • • 12 11 10 9 8 i •••• 7 5x6 = - 20-0-4 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [11:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 �' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 74 lb FT = LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 6-0-0 oc purlins, except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc OTHERS 2x4 SP No.3 bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-0-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 12, 7 except 8=-219(LC 9), 9=-174(LC 9), 11=-215(LC 8), 10=-177(LC 8) Max Grav All reactions 250 lb or less at joint(s) 12, 7 except 8=469(LC 1), 9=434(LC 1), 11=462(LC 1), 10=438(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 5-8=-384/291, 4-9=-355/251, 2-11=-380/288, 3-10=-358/253 NOTES- 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 19-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 31 All lat s are 2x4 MT20 unless otherwise indicated. Contlron page 2 Job Truss Truss Type Qty Ply A0037004 11-17-20 V14 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:44 2022 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-unTAdheCkytkU5KVgtOkyy_V6RJRWYEAUVzYPjzd?GH NOTES- 4) Gable requires continuous bottom chord bearing. ••"'• 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other li ve loads '" "";' 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangtL 3.6M tall by 2-Q-0 wide will fit between the bottom chord and any other members. •••�•• s' " """ 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT a0TCs-l'12, 7, 8, !?, 1, ancCIG.10is connection is for uplift only and does not consider lateral forces. • �••••• .... . ..... ...... .. . ..... LOAD CASE(S) Standard • 000000.. . ...... . . .. . ...... Job Truss Truss Type Qty Ply A0037005 11-17-20 V15 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:45 2022 Page 1 ID:VTlsfpazXgsZabHXbvpKY1 yGh4U-M_1 Yqi frVG?b6FviEawzVAWchgbJF?OKj9i6x9zd?GG 5-0-0 10-0-0 15-0-0 20-0-0 26-0-4 5-0-0 5-0-0 5-0-0 5-0-0 6-0-4 Scale = 1:44.0 3x4 II 3x4= •••••• •••••� 13 12 11 10 9•••••• •••••• 5x6 = •••••• • 5-0 0 10-0-0 15-0-0 20-0-0 26-0-4 5-0-0 5-0-0 5-0-0 5-0-0 6-0-4 Plate Offsets (X,Y)-- [11:0-3-0,0-3-0] LOADING (psf) i SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 30.0 Plate Grip DOL 1.33 TC 0.51 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.27 Vert(CT) n/a BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 BCDL 10.0 Code FBC2017/TP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. All bearings 26-0-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) except 13=-105(LC 8), 8=-128(LC 9), 12=-261(LC 8), 11=-222(LC 12), 10=-207(LC 12), 9=-295(LC 9) Max Grav All reactions 250 lb or less at joint(s) 13 except 8=284(LC 1), 12=572(LC 1), 11=553(LC 1), 10=516(LC 1), 9=665(LC 1) - n/a 999 8 n/a n/a Weight: 81 lb FT = Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-12=-470/347, 3-11=-452/319, 4-10=-424/300, 6-9=-540/393 NOTES- 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 25-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2 Provide Cadequate drainage to prevent water ponding. ontinued on page 2 Job Truss Truss Type Oty Ply A0037005' 11-17-20 V15 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:45 2022 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-M_1 Yq1 trVG?b6FviEawzVAWchgbJF?OKj9i6x9zd?GG NOTES- - 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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-8dr0 tall by 2-0-0 wide will fit between the bottom chord and any other members. egos e e.•.. 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt s) +3, 8, 12, 11 C 10, and 9 This connection is for uplift only and does not consider lateral forces. • • • • • • • • • • • • • • • • .... LOAD CASE(S) Standard ,. � • � • .... . ..... ...... .. . .... . ..0 .. .. . ...... . . .. . see... . O . .Osseo e. . e. . . e Job Truss Truss Type Qty Ply A0037006 11-17-20 V16 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:45 2022 Page 1 ID:VTIsfpazXgsZabHXbvpKYt yGh4U-M_1 Yq 1 frVG?b6FviEawzVAWgpgegF?UKj9i6x9zd?GG 24-0-4 Scale = 1:38.6 •••• 5x6 = • • •••• •••••• 1 15 2 216 17 4 18 5 19 •••• i 6 e • 7•0 ••••••M •• 0. T T T T •••• •• • • • ri •••• • •• •••••• • • • • • •• •• •• • •••••• 14 13 12 11 10 9 • E� • 5x6= •• • •••••• • • • •• • • • • • • • • • • • • 24-0-4 Plate Offsets (X,Y)-- [5:0-3-0,0-3-0], [12:0-3-0,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.12 Vert(CT) n/a - n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 89 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 6-0-0 oc purlins, except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc OTHERS 2x4 SP No.3 bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 24-0-4. (lb) - Max Uplift All uplift 100 lb or less at joint(s) 14, 8 except 11=-178(LC 12), 9=-219(LC 9), 10=-175(LC 9), 13= 215(LC 8), 12=-176(LC 8) Max Grav All reactions 250 lb or less at joint(s) 14, 8 except 11=443(LC 1), 9=471(LC 1), 10=433(LC 1), 13=464(LC 1), 12=434(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-11=-363/256, 6-9=-386/292, 5-10=-354/249, 2-13=-382/289, 3-12=-355/250 NOTES- 1) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 23-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2 Provid ade uate drainage to prevent water ponding. C)ontinuei on page 2 Job Truss Truss Type Qty Ply A0037006 11-17-20 V16 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:45 2022 Page 2 ID: VTlsfpazXgsZabHXbvpKY1 yGh4U-M_1 Yqt frVG?b6 FviEawzVAWgpgeg F?UKj9i6x9zd?GG _ NOTES- 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 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-.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ... •• • •. • • • 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at ftfs) t4, 8, 1;, 9, $0, 13, and 12. This connection is for uplift only and does not consider lateral forces. • • •; • • sees: • • • • • • 0. LOAD CASE(S) Standard .... .... . ..... ...... .. . .... . .. .. .. . ...... . . .. . ...... Job Truss Truss Type Qty ,Ply A0037007 11-17-20 V2 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:41 2022 Page 1 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-UDn1 ?gcKS1 UAdebw?Ir1 LKM1 fDlgJCrkoXkuoOzd?GK 2-0-0 _ ,. 4-0-0 4.00 F12 2 •••• • • •••• 3 • • • Tt T1 • • • • •••••• •• •• OP • •••••• • 2x4 2x4 Scale = 1:7.3 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.06 Vert(CT) n/a - n/a 999 BCLL 0.0 "' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 9 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=121/4-0-0 (min. 0-1-8), 3=121/4-0-0 (min. 0-1-8) Max Horz 1=-1 O(LC 10) Max Upliftl=-49(LC 12), 3=-49(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 Job Truss Truss Type Qty Ply A0037007 11-17-20 V2 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:41 2022 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-UDn 1 ?gcKS 1 UAdebw?Ir1 LKM1 fDIgJCrkoXkuoOzd?GK NOTES- 6) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) ? and 3. This connection is for uplift only and does not consider lateral forces. ' LOAD CASE(S) Standard • • • • . ... ...... ..000. , . . . ...... .. .. ....% .... .... . . ....... .... . ...... . 00000 .. .. .. . ...... ...... 009 . . .. . .. . ...... . . . Job Truss Truss Type Qty Ply A0037008 11-17-20 V3 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:42 2022 Page 1 ID:VTIstpazXgsZabHXbvpKYt yGh4U-yPLPCOcyDLc1 FoA7ZSMGtXu8NddN2eit1 BUSKgzd?GJ 4-0-0 8-0-0 4-0-0 4-0-0 4.00 rl2 45 = 2 Scale = 1:14.3 • • •••• •••••• • • • ••••• • • • •• 4 • • • •• • •• • 2x4 2x4 2x4 • • • 8-0-0 LOADING (psf) i SPACING 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.26 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.10 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 23 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 6-0-0 oc purlins. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=168/8-0-0 (min. 0-1-8), 3=168/8-0-0 (min. 0-1-8), 4=347/8-0-0 (min. 0-1-8) Max Horz 1=-29(LC 10) Max Upliftl=-80(LC 12), 3=-80(LC 12), 4=-113(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-269/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a reptan le 3-6-0 t II by 2-0-0 wide will fit between the bottom chord and any other members. Co ntlnue� on page$ Job Truss Truss Type Qty Ply A0037008i 11-17-20 V3 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:42 2022 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-yPLPC0cyDLc1 FoA7ZSMGtXu8NddN2eit1 BUSKgzd?GJ NOTES- 6) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 3, and 4. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard oboe • • • .••• • •• • •••••• • ••••••• •• •• ••••% 960669 •••• •o. ••••• • • • • • 0000 •• • •••••• • • • •• • • so 9 • • Job Truss Truss Type 11-17-20 V4 VALLEY Qty Ply A0037009 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:42 2022 Page 1 ID:VTlsfpazXgsZabHXbvpKY1 yGh4U-yPLPCOcyDLct FoA7ZSMGtXuA5ddl2eltl BUSKgzd?GJ Scale = 1:18.6 45 = 4-no F1-2 3 8 3x4% 2x411 7 2x411 12-0-0 6 •••••• •• • ••••• 2x411 ••�••' 0:,0•9x4� �••••• • • • •• • •••••• • • • • • • • • 12-0-0 • • • LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.15 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 `' Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 38 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 6-0-0 oc purlins. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 12-0-0. (lb) - Max Horz 1=48(LC 11) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5, 7 except 6=-169(LC 12), 8=-169(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=363(LC 22), 8=363(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-286/292, 2-8=-286/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-10-13 to 4-0-0, Interior(1) 4-0-0 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-1-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. Continued on page 2 Job Truss Truss Type Qty Ply A0037009 11-17-20 V4 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:42 2022 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-yPLPC0cyDLc1 FoA7ZSMGtXuA5dd12e1t1 BUSKgzd?GJ NOTES- 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) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 5, 7, 6, and 8. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard •••• . •••• ••••• . •• . . • 0:00:000 so so ...... • •••••• .... . ..... .. .. 6600 ...... .0 . .. . 6009% • •• . • •• • .. • • • • Job Truss Truss Type Oty Ply A0037010 11-17-20 V5 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:42 2022 Page 1 ID:VTlsfpazXgsZabHXbvpKY1yGh4U-yPLPC0cyDLc1FoA7ZSMGtXu9edd92eet16USKgzd?GJ 8-0-0 16-0-0 8-0-0 8-0-0 Scale = 1:24.8 4x5 = d nnFi-q- 3 3x4 8 7 2x4 II 2x4 II 16-0-0 � 0 : .••.•. 3x4"••• •Qx4+11 as • •••••• • • '1•• • •••••• • • • • • • • • • • • • • • 16-0-0 • • • LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.24 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.11 Vert(CT) n/a - n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 52 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 6-0-0 oc purlins. OTHERS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 16-0-0. (lb) - Max Horz 1=-67(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 7=-103(LC 12), 6=-218(LC 12), 8=-218(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=396(LC 1), 6=465(LC 22), 8=465(LC 21) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-317/194, 4-6=-382/315, 2-8=-382/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-10-13 to 4-0-0, Interior(1) 4-0-0 to 8-0-0, Exterior(2) 8-0-0 to 11-0-0, Interior(1) 11-0-0 to 15-1-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. Continued on page 2 Job Truss Truss Type Qty Ply A0037010 11-17-20 V5 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:42 2022 Page 2 ID:VristpazXgsZabHXbvpKYlyGh4U-yPLPCOcyDLclFoA7ZSMGtXu9edd92eet1BUSKgzd?GJ NOTES- 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) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 5, 7, 6, and 8. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0037011 11-17-20 V6 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:43 2022 Page 1 ID: VTlslpazXgsZabHXbvpKY1 yGh4U-QbvoPMdazelutylJ69tVQIRHo1 x1 n5b1 GrD?tGzd?GI 5-9-15 10-0-0 14-2-1 20-0-0 5-9-15 4-2-1 4-2-1 5-9-15 45 = � — Scale=1:31.0 • 3x4 % 98 7 6 •••••• a• • 3Ka•S• 4x5= 2x4 II 2x4 W••••• •••••• •••••• • • • •• • •••••• 5-9-15 14-2-1 • • • •• • • • • • • t0_0-� • • 5-9-15 8-4-3 • 5 j`� Plate Offsets (X,Y)-- [8:0-2-8,0-1-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.41 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 67 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 6-0-0 oc purlins. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc OTHERS 2x4 SP No.3 bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-0-0. (lb) - Max Horz 1=-86(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 9=-286(LC 12), 6=-286(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=347(LC 1), 9=612(LC 21), 6=612(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-7=-286/148, 2-9=-490/380, 4-6=-490/380 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 10-0-0, Exterior(2) 10-0-0 to 13-0-0, Interior(1) 13-0-0 to 19-1-3 zone;C-C for members and forces & MWFRS for reactions shown-, Lumber DOL=1.60 plate grip DOL=1.60 8) Gable re wires continuous bottom chord bearing. Continued o1 page 2 Job Truss Truss Type Oty Ply A0037011 11-17-20 V6 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:43 2022 Page 2 ID:V rlsfpazXgsZabHXbvpKY1 yGh4U-obvoPMdazelutylJ69tVQIRHo1 x1 n5b1 GrD?tGzd?GI NOTES- 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) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 1, 5, 7, 9, and 6. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard . . .... ...... ...... .. .. ...... • ••.••• .... . ..... .. .. •• • •..••• ,..... . . . • •• . •.••.• •• Job Truss Truss Type Qty Ply A0037012 11-17-20 V7 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:43 2022 Page 1 ID: VTlsfpazXgsZabHXbvpKYt yGh4U-QbvoPMdazelutylJ69tVQIRN91 _8n6L1 GrD?tGzd?GI 2-0-0 _ 4-0-0 2-0-0 SA4— 2-0-0 Scale = 1:7.3 4.00 12 - 2 3 1 T Tt B1 • • •••• •••••• •••••• •• • ••••• •• •• •• • •••••• • 2x4 2x4 � •�•••• • • • f •• • •••••• • • • •• • • 4-0-0 +• • :•y •0 1 • • 4-0-0 • • • Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.06 Vert(CT) n/a - n/a 999 BCLL 0.0 " Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-P Weight: 9 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=121/4-0-0 (min. 0-1-8), 3=121/4-0-0 (min. 0-1-8) Max Horz 1=-10(LC 10) Max Uplift=-49(LC 12), 3=-49(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continued on page 2 Job Truss !Truss Type Qty Ply A0037012 11-17-20 V7 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:43 2022 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-GbvoPMdazelutylJ69tYq gri91 _8n6L1 GrD?tGzd?GI NOTES- 9 0' ' 6) One RT3A USP connectors recommended to connect truss 00410 to bearing walls due to UPLIFT afjt sj 1:and 3.•Thlsc onnet!181`1:1 • for uplift only and does not consider lateral forces. ...... '..'.: • LOAD CASE(S) Standard • .... . ..... .. .. .. . ...... Job Truss Truss Type Qty Ply A0037013 11-17-20 V8 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:43 2022 Page 1 I D:VTlsipazXgsZabHXbvpKY1 yGh4U-QbvoPMdazelutylJ69tVQIRJ01 zhn5yl GrDMzd?GI 4_0_0 6-10-8 0000 4-0.0 08000 •••• •••••• • • . • Scale =*1 12.6 •••••• •• •• • 4x5 = • •••••• 4.00 F12 2 �..._• :•••i• • • • • • • • C° v 0 4 2x4 2x4 11 2x4 = ' 4-0-0 4-1Uro _ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.26 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 21 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 6-0-0 oc purlins. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=161/6-10-8 (min. 0-1-8), 3=165/6-10-8 (min. 0-1-8), 4=332/6-10-8 (min. 0-1-8) Max Horz 1=29(LC 11) Max Upliftl=-78(LC 12), 3=-79(LC 12), 4=-107(LC 12) Max Grav 1=161(LC 21), 3=165(LC 1), 4=332(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-259/301 NOTES- 1) Unbalanced roof live loads have been considered for this design. ` 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 Job Truss Truss Type Qty Ply A0037013 11-17-20 V8 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:43 2022 Page 2 I D:VTlsfpazXgsZabHXbvpKYl yGh4U-QbvoPMdazelutylJ6%VQ1� J01 zhn5yl GrD?tGzd?GI NOTES- . 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas whePQaYe�tangle•3-6-.0 tall b;2'0=7 wide will fit between the bottom chord and any other members. • • •4• 6) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT atjtfrsl�.1., 3, and ,, "his coililddtlldh is for uplift only and does not consider lateral forces. ...... .... . ..... LOAD CASE(S) Standard • • . • • • . • • 466006 ..... ...... :0*:09 ... • .. • . • . . ..... . • .. .. . .. • ...... . . . Job Truss Truss Type Qty Ply A0037014 11-17-20 V9 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Tue Mar 8 12:20:43 2022 Page 1 ID:VTlsfpazXgsZabHXbvpKY1yGh4U-QbvoPMdazelutylJ69tygI Dh1xm5p1GrD?tGzd?GI 6-0-0 6-10-6 •, • 5 4 2x4 2x4 II 2x4 II 6-0-0 0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl L/d TCLL 30.0 Plate Grip DOL 1.33 TC 0.67 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.21 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER- BRACING- •••••• Scale =0115.4 • • • O •••••• PLATES GRIP MT20 244/190 Weight: 24 lb FT = TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP No.2 6-0-0 oc purlins, except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=261/6-10-8 (min. 0-1-8), 4=-18/6-10-8 (min. 0-1-8), 5=399/6-10-8 (min. 0-1-8) Max Horz 1=93(LC 12) Max Upliftl=-101(LC 12), 4=-91(LC 3), 5=-109(LC 12) Max Grav 1=261(LC 21), 5=399(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-271 /330 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-10-13 to 3-10-13, Interior(1) 3-10-13 to 6-0-0, Exterior(2) 6-0-0 to 6-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES@ it is the responsibility of the Installer (bulider, bulldlng contractor, Ilcensed contractor, erector or erection contractor) to properly receive, unload, store, handle, Install and biace metal plate connected wood trusses to protect life and property, The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe projectArchitect's or Engineer's design specification for handling, installing and bracing wood trussesfora partioularroof orfloor. These recommendations are based upon the collective experience of leading technical TRUSS PLATE JbMTdTUTE 583 D'Onofrio D6.,$uite 200 • • • • • Madison, VAsdg Vh,13719 e • • • • • (608) 83�5�90 0• , • • • • • personnel inthe wood truss industry, but m 6 sticQtothe roa1&%djpsponsit5Rit1d•s+ involved, be presented as a guide forthe use of a qualified OuiRling desilp" et• • installer.Thus, theTruss Plate Institute, Irk. eVt%:sly disciaimeany responsib!IW for damages arising from the use, applicdtion or r5liance on4he racommen4494. and Information contained herein by blildinggdesigners, insia Irs, and ethers. Copyright © by Truss Plate Institute, Inc.•Alfrigiits reseivd. This docur:".4bo • any part thereof must not be reproduced In any form wiQro&rjIlten permission ' of the publisher. Printed in the United States of America. k z ✓� . rly r .. Iff 4 'k Trusses stored horiaontaliyshould be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. • �., � .t�yiy' � w' ` ' T . � J .tea_ �t�� ` Ti�(iA ,Y-.�s• ':i'��►� �j its � j �,. Trusses stored vertically should be braced to. prevent toppling or tipping. R8• '�R4ti� � .• i. � _� 67: � V4t�°��'� �h��•�1r�'.. 4''Yf', ��„�M�'�a+q� za..,,.r.�,'": Frame 1 •�u 60° 600 or less or as i Tag Approximately Approximately Tag Une '/a (ruse length 1/a truss length Une Truss spans less than 30'. Spreader Bar Toe In Yoe In SpreaderBa Toe In Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with Approximately the lifting device until the ends of the '/2to �/struss length truss are securely fastened and tempo- L 4h 1 t 60' rary bracing is installed. s n oauo asar qa Tag Une P F-Toe In Approximately Y2 to M,truss length Less than or equal to 60' Tag Une •• • . • Strongback/ • • • • • • • • • • : • SpreaderBar • • • • • • • •• • 10' •••••i • I- ... Anroximately i • • F V310 f., truss length • • Gle iter thaw 68..' • • •• • .. • •10 0 0 0 • lag • as Une StrongbacW SpreaderBar A4 or above mid -height L:�ii Tag /4—t Une ipl l�I tt tl n �j ai I iI II ii ll _ I i ill ll i it i.., RIOR verucais iwovl Typical horizontal 8o member with multiple stakes M {rues of brat oup of truasea (ES) Frame'2 12 — 4 or greater Top chords that are laterally braced can buckle togetherand cause collapse More Is no dlago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Up to 28' 1 2.5 1 7' 17 1 12 Over 28' - 42' 1 3.0 1 6' 9 6 Over 42' - 60' 1 3.0 1 5' 5 3 Over 60' I See a registered professional engineer DF.- Douglas Fir -Larch SP - Southern Pine HiF - Hern-Fie SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace �, All lateral braces — Required lapped at least 2 ---- --- -- -- -- -- -- -- ------ -- --- - -- $CUSSES. 10' or Greater Attachment Required Frame 3 DF - Douglas Fir -Larch SP - Pbilfi Pine HF Hem - -Fir . SPF - Spwad�Pine-Fjr.... • • FoVnuouO Top'ChAl' • • • • go All lateral braces Ut'eraf Brace —� • lapped at least 2 l44lr�d • trusses. • • • • • ' ;'Ib; or Greater• • .: • ' • Attachnmed •.•. . • • • • • • •• PITCIEb iRIJSS - �e pOO �ryoo. 2Q Top chords that are laterally braced can buckle togetherandcausecollapoedthereisnodiago- Gj nal bracing. Diagonal bracing be �t0 should nailed ,ry to the underside of the top chord when purlins are attached to the topside of the top chord. SCISgO�S TF�US�S 4x2 PARALLEL` CHORD TFd.USS , o CHOF3®' Continuous Top Chord Top chords that are laterally braced can buckle Lateral Brace together and cause collapse if there is nodiago. Required I nal bracing. Diagonal bracing should be nailed I to the underside of the top chord when purling t 0' or Greater are -attached to the topside of the top chord I \ Required :v IMMY Attachment til iklo,� _ �,. T End diagonals are stability and must be dup o both ends of the truss system. F@'ame . SPAN MINIMUBA PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL.BRACE SPACING (DBS) [# trusses] SP DF SPF HF Up to 24' 3/12 8' 17 12 Over 24'- 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir q Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse If there is no diago- nalbracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. MdN(j TRU$S`'. n PLUMB I I Truss I D(in) 12" 1/4" 1' 24" 12" 2' 36" 3/4" 3' 48" ill4' 60" 1-1 /4" 5' _72' 1-1 2" 6' 84" 1-3 4" T 96" 2" 8' 108" Z' 9' Depth i Don) I I . I Lesser of D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. 4 o®� ryoo. ,yak ee�$ 12 —13 or e greater Qe • • All lateral bra.: • faWNat I js&& • •• •• • •••••• *loss*: Continuous Top%ho% • Lateral Brace •—� Required 10" or Greater Attachment Required NSTA LATION T®LEIRANCES Length Lon) T ±'/T L(in) L(in) .' L/200 L(f4) Depth i Don) I I . I Lesser of D/50 or 2" Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. 4 o®� ryoo. ,yak ee�$ 12 —13 or e greater Qe • • All lateral bra.: • faWNat I js&& • •• •• • •••••• *loss*: Continuous Top%ho% • Lateral Brace •—� Required 10" or Greater Attachment Required NSTA LATION T®LEIRANCES Length Lon) T ±'/T L(in) L(in) .' L/200 L(f4) 50" 9 4" 4.2' 100" 12" 8.3' 150" 3/4' 12.5' Lesser of L/200 or 2" BOW Lon) Lesser of L/200 or 2" Lon) : U200 L(ft) 200" 1" 16.7' 250" 1-1 /4" 20.8' 300" 1-1/2' 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. Frame 6 R-EcP'jvEj3 BY: STRUCTURAL CALCULATIONS F b:1.k : ;'•„• .... .. . 1020 NE 92 ST "' Miami Shore, Florida 33138 Date: 12/ 19/21 ; •; STRUCTURAL CALCULATIONS This cover sheet is provided as per Florida Statue 61 G 15-31 in lieu of signing and sealing each individual sheet. Calculations have been prepared by the undersigned engineer assuming responsibility for manual and computer generated information. tiROD y s 8 , TB O • '-ORIV Project: Project No.: 20-017 Desion Parameters • Florida Building Code (2020) • Wind (House Addition, Garage) o ASCE 7-16 o Wind Velocity 175 MPH o Exposure C o Kd 1.0 • Wood — Fb 1,200 PSI • Design Loads o Roof Loads ■ Live Load 30 PSF (20 PSF for roof slopes greatef thaq 1-1 1 �1' � • • • •; • ■ Dead Load 20 PSF ...... . .. ...... • Soil Bearing Capacity — 2000 PSF .... . .. ..... ...... ... . ..... of so 00 •..••• . . • • . .... % ..000 .••... Print Tune/Date: 01/072018 00:53 STAAD.Pro V8i (SELECTseries 4) 20.07.09.31 Print R'a" or f Print Tima(oete: 01107/2018 00:53 STAAD.Pro V8i (SELECTseries 4) 20.07.09.31 Pnnt H"" z w r - V. . nu artaet Iru rtw 20-017 3 Software licensed toPert Job Tffle MIAMI SHORE Ref By MISAEL.R °�0&Feb-06 c"d PAUL.M client File CHECK TRUSS.Std °8terr-8 20-Dec2021 00:04 -26.000 IbUt V'O 0 -I5.M IM3t V-" r ° r ® ° ° ° ae.a66 mcrt r � r � -a6.66o r e P o o v® roe e°° �r • • • • one a • •••••• • • Whole Structure Loads 12001b: ift 1 DEAD LOAD (Input data was modified after picture taken) • • • • • • •• • . . • • • •• so, 066604 • • •• .. .• •• •• • . • 40.000 IbfM n— A V' _II JO.p6p IbIM 0 r r au.oaoIt AOXN robe to ° ° v rA v ° Whole Structure Loads 12001b:1ft 2 LIVE LOAD (Input data was modified after picture taken) Print Time/Date: 01/07/2018 00:53 STAAD.Pro V81 (SELECTseries 4) 20.07.09.31 Prmt Rim 3 of r dw nu 20-017 sneer nc 4 nw Part Software licensed to Jon TWO MIAMI SHORE Ref By MISAEL.R ontE08-Feb-06 chd PAUL.M client File CHECK TRUSS.std °aterr0ne 20-De -2021 00:04 p0 A OQ A' A e' 1, � 9 d 60� ,oG d 6 ' 8 d Mom IM/II /0.GN Iblift r0 000 IbfW N.CU9 1 • • • •••.• • , • • • •• of IAl mle Structure Loads 12001b:1ft 3 WIND LOAD (Input data was modified after picture taken) • • • • *see• Gosee • as • of . . . • i ., I , ee.dma z Whole Structure Mz Wdp-in:1ft 4 D.L + L.L (Input data was modified after picture taken) Print Time/Date: 011 2018 W. 53 STAAD.Pro V8i (SELECTseries 4) 20.07.09.31 PrP1t KUn 4 01 Prird Ttme/Dete: 01ro7=1e 00:53 STAAD.Pro V8i (SELECTseries 4) 20.07.09.31 Prird Run 5 or 7 Print rnne/Date: 07107=18 00 53 STAAD.Pro V81(SELECTsedes 4) 20.07.09.31 Print Run 5 of 7 Print Tune/Date: 01ro72018 OOr 53 STAAD.Pro V81 (SELECTsedes 4) 20.07.09.31 Print Run 7 of 7 ttttt,tt*tttttttttttttttttttttttttttttttttttttttttttt t * * STAAD.Pro V8i SELECTseries4 * Version 20.07.09.31 * Proprietary Program of * Bentley Systems, Inc. * Date= DEC 20, 2021 + Time= 0: 4:34 t * * USER ID: ttttttttttttttttttttttttttttttttttttttttttttttttt#tt 1. STAAD PLANE DXF IMPORT OF TRUSS.DXF INPUT FILE: CHECK TRUSS.STD 2. START JOB INFORMATION 3. JOB NAME MIAMI SHORE 4. JOB NO 20-017 5. ENGINEER NAME MISAEL.R 6. CHECKER NAME PAUL.M 7. ENGINEER DATE 08-FEB-06 8. END JOB INFORMATION 9. INPUT WIDTH 79 10. UNIT INCHES KIP 11. JOINT COORDINATES 12. 1 0 0 0; 2 48 15.996 0; 3 204 0 0; 4 156 15.996 0; 5 102 34 0 13. MEMBER INCIDENCES 14. 1 1 2; 2 3 4; 3 2 4; 4 2 5; 5 4 5 15. ++**++++++++++++++++++++++ WOOD ++++++++ 16. DEFINE MATERIAL START 17. ISOTROPIC SOPN_DSS_2X8 18. E 1900 19. POISSON 0.15 20. DENSITY 1.44676E-005 21. ALPHA 5.5E-006 22. END DEFINE MATERIAL 23. CONSTANTS 24.**++++++++++++++++++++++++++++++++++++ MATERIAL 25. MATERIAL SOPN_DSS_2X8 ALL 26. UNIT FEET POUND 27. MEMBER PROPERTY AITC 28. 1 TO 5 TABLE ST SOPN_DSS_2X8 29. UNIT INCHES KIP 30. SUPPORTS 31. 1 3 PINNED 32. MEMBER RELEASE 33. 3 START MZ 34. 3 5 END MZ 35.**++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 36. * LOAD 37.***+*+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 38. UNIT FEET POUND • • • sees•• sees•• • •• sees•• • *sees* • • • .sees. 0000 • • • • • •••• • •• ••••• ••s••• •*• • ••••• • • • • 00 so • •••••s • • • • • 0*00 •• • s • • • •••••• 39. LOAD 1 DEAD LOAD 40. MEMBER LOAD 41. 1 2 4 5 UNI GY -26 42. LOAD 2 LIVE LOAD 43. MEMBER LOAD 44. 1 2 4 5 UNI GY -40 45. LOAD 3 WIND LOAD 46. MEMBER LOAD 47. 1 2 4 5 UNI GY 70 48.++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 49. * LOAD COMBINATION + 50.++++++++++++++++++++++++++++++++++++++++++++*+++++++++*+++++++++++++ 51. LOAD COMB 4 D.L + L.L 52. 1 1.0 2 1.0 53. LOAD COMB 5 0.6D.L + W.L 54. 1 0.6 3 1.0 55. PERFORM ANALYSIS P R O B L E M S T A T I S T I C S ----------------------------------- NUMBER OF JOINTS 5 NUMBER OF MEMBERS 5 NUMBER OF PLATES 0 NUMBER OF SOLIDS 0 NUMBER OF SURFACES 0 NUMBER OF SUPPORTS 2 SOLVER USED IS THE OUT -OF -CORE BASIC SOLVER ORIGINAL/FINAL BAND -WIDTH= TOTAL PRIMARY LOAD CASES = SIZE OF STIFFNESS MATRIX = REQRD/AVAIL. DISK SPACE = 3/ 3/ 10 DOF 3, TOTAL DEGREES OF FREEDOM = 1 DOUBLE KILO -WORDS 12.0/ 374015.8 MB 11 56.+++++++++++++++++++++++++++++++++++ DESIGN++++*++++++++++++++++++++ 57. PARAMETER 2 58. CODE AITC 59. KEY 0.5 MEMB 3 60. *KEZ 0.5 MEMB 3 61. CHECK CODE ALL • • + • • •••••• ••• • ••••• •• •• •• •••• •• • •••••• • • • • • • • •• • • •••••• 00 0 • • 0 • STAAD.Pro CODE CHECKING - (AITC) ttttttttttttttttttttttt ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 1 ST SOPN_DSS_2X8 PASS CL.5.4.3 0.239 3 1518.25 T 0.00 -67.28 4.2163 I--------------------------------------------------------------------------I I LEZ = 50.595 LEY = 50.595 LUZ = 50.595 LUY = 50.595 INCHES I I I I CD = 1.000 CMB = 1.000 CMT = 1.000 CMC = 1.000 CMP = 1.000 I I CMV = 1.000 CME = 1.000 CFB = 1.000 CFT = 1.000 CFC = 1.000 I I CFU = 1.000 CR = 1.000 CTT = 1.000 CC = 1.000 CF 1.000 I I CT = 1.000 CH = 1.000 CB = 1.000 CI = 1.000 CV = 0.000 I I CLY = 1.000 CLZ = 0.974 CP = 0.312 c = 0.800 E' = 1900000.122 PSI I I I I ACTUAL STRESSES : (POUND INCH) I fc = 84.232 ft = 0.000 I I f_cby = 0.000 f_cbz = 20.605 I fv = 21.501 I I ALLOWABLE STRESSES: (POUND INCH) I FC = 639.970 FT = 1350.000 I I FCBY = 2386.365 FCBZ = 2386.365 I FCEY = 0.000 FCEZ = 17451.559 I FBE = 698.062 I FTB = 2450.000 F**TB = 2386.365 I FV = 90.000 SLENDERNESS = 50.000 I I--------------------------------------------------------------------------I .. .. .. ...... . . .. • ...... ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 2 ST SOPN_DSS_2X8 PASS CL.5.4.3 0.239 3 1516.25 T 0.00 -67.28 4.2163 I--------------------------------------------------------------------------I I LEZ = 50.595 LEY = 50.595 LUZ = 50.595 LUY = 50.595 INCHES I I I I CD = 1.000 CMB = 1.000 CMT - 1.000 CMC = 1.000 CMP 1.000 I I CMV = 1.000 CME = 1.000 CFB = 1.000 CFT = 1.000 CFC = 1.000 I I CFU = 1.000 CR = 1.000 CTT = 1.000 CC = 1.000 CF = 1.000 I I CT = 1.000 CH = 1.000 CB = 1.000 CI = 1.000 CV = 0.000 I I CLY 1.000 CLZ = 0.974 CP - 0.312 c - 0.800 E' 1900000.122 PSI I I I I ACTUAL STRESSES : (POUND INCH) I I fc = 84.232 ft = 0.000 I f_cby = 0.000 f_cbz = 20.605 I fv = 21.501 I I ALLOWABLE STRESSES: (POUND INCH) I FC = 639.970 FT = 1350.000 I I FCBY = 2386.365 FCBZ - 2386.365 I I FCEY = 0.000 FCEZ = 17451.559 I FBE = 698.062 I I FTB = 2450.000 F**TB = 2386.365 I I FV - 90.000 SLENDERNESS - 50.000 I I--------------------------------------------------------------------------I • . .....• • . . • . . ...... . •. ...... .... .. . . . .... . .. ..... ...... ... . ..... • • • . . . •. . . •. • . . • . ...... ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 3 ST SOPN_DSS_2X8 PASS CL.5.9.2 0.596 4 977.33 C 0.00 0.00 0.0000 I--------------------------------------------------------------------------I I LEZ = 108.000 LEY = 54.000 LUZ = 108.000 LUY = 108.000 INCHES I I I I CD = 1.000 CMB = 1.000 CMT = 1.000 CMC - 1.000 CMP 1.000 I I CMV = 1.000 CME = 1.000 CFB = 1.000 CFT = 1.000 CFC = 1.000 I I CFU = 1.000 CR = 1.000 CTT = 1.000 CC = 1.000 CF = 1.000 I I CT = 1.000 CH = 1.000 CB = 1.000 CI = 1.000 CV = 0.000 I I CLY = 1.000 CLZ = 0.901 CP - 0.074 c = 0.800 E' 1900000.122 PSI I I I I ACTUAL STRESSES (POUND INCH) I fc = 89.828 ft = 0.000 I f cby = 0.000 f_cbz = 0.000 I fv = 0.000 I I ALLOWABLE STRESSES: (POUND INCH) I FC = 150.807 FT = 1350.000 I I FCBY = 2207.816 FCBZ - 2207.816 I I FCEY = 0.000 FCEZ = 0.000 I FBE = 0.000 I I FTB = 2450.000 F**TB = 2207.816 I FV = 90.000 SLENDERNESS = 50.000 I I--------------------------------------------------------------------------I . . esesso . . • . . ...... . .. ...... Does .. . e e . . D .... . .. ..... .s.o.. D.. . .o... .. .. .. ...... ...... . . . . . . . .D . D..DD. . .. . . 000 000000 .. . . . . . .....D ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 4 ST SOPN_DSS_2X8 PASS CL.5.4.3 0.263 3 534.88 T 0.00 -67.28 0.0000 I--------------------------------------------------------------------------I I LEZ = 56.922 LEY = 56.922 LUZ = 56.922 LUY = 56.922 INCHES I I I I CD = 1.000 CMB = 1.000 CMT - 1.000 CMC = 1.000 CMP = 1.000 I I CMV = 1.000 CME = 1.000 CFB = 1.000 CFT = 1.000 CFC = 1.000 I I CFU = 1.000 CR = 1.000 CTT = 1.000 CC = 1.000 CF = 1.000 I I CT = 1.000 CH = 1.000 CB = 1.000 CI = 1.000 CV = 0.000 I I CLY = 1.000 CLZ = 0.969 CP = 0.252 c - 0.800 E' = 1900000.122 PSI I I I I ACTUAL STRESSES (POUND INCH) I I fc = 0.000 ft = 0.000 I I f_cby = 0.000 f_cbz = 22.822 I I fv = 23.670 I I ALLOWABLE STRESSES: (POUND INCH) I FC = 516.682 FT = 1350.000 I I FCBY = 2374.311 FCBZ = 2374.311 I I FCEY = 0.000 FCEZ = 13787.582 I I FBE = 551.503 I I FTB = 2450.000 F++TB = 2374.311 I FV - 90.000 SLENDERNESS = 50.000 I I--------------------------------------------------------------------------I ...... . .. ...... .... . .. ..... . ..... ... . ..... .. .. .. ...... . . .. . ...... . .. .. . • . •...•• ALL UNITS ARE - POUN FEET (UNLESS OTHERWISE Noted) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY MZ LOCATION 5 ST SOPN_DSS_2X8 PASS CL.5.4.3 0.263 3 534.88 T 0.00 -67.28 0.0000 I--------------------------------------------------------------------------I I LEZ = 56.922 LEY = 56.922 LUZ = 56.922 LUY 56.922 INCHES I I I I CD - 1.000 CMB = 1.000 CMT = 1.000 CMC - 1.000 CMP 1.000 I I CMV = 1.000 CME = 1.000 CFB = 1.000 CFT = 1.000 CFC = 1.000 I I CFU = 1.000 CR = 1.000 CTT = 1.000 CC = 1.000 CF = 1.000 I I CT = 1.000 CH = 1.000 CB = 1.000 CI = 1.000 CV = 0.000 I I CLY = 1.000 CLZ = 0.969 CP = 0.252 c - 0.800 E' = 1900000.122 PSI I I I I ACTUAL STRESSES (POUND INCH) I fc = 0.000 ft = 0.000 I i f_cby = 0.000 f_cbz = 22.822 I fv = 23.670 I I ALLOWABLE STRESSES: (POUND INCH) I FC = 516.682 FT = 1350.000 I FCBY = 2374.311 FCBZ - 2374.311 I FCEY = 0.000 FCEZ = 13787.582 I FBE = 551.503 I FTB = 2450.000 F**TB = 2374.311 I FV - 90.000 SLENDERNESS = 50.000 I I--------------------------------------------------------------------------I 62.+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ 63. FINISH *********** END OF THE STAAD.Pro RUN *********** **** DATE= DEC 20,2021 TIME= 0: 4:38 **** •••••• • •• •••••• • •••• • •• ••••• •••••• ••• • ••••• •• •• •• •••••• • • • •• • •••••• • • • •• • •00000 00 0 • • • 0 * For questions on STAAD.Pro, please contact * Bentley Systems or Partner offices # * * Telephone Web / Email * USA +1 (714) 974-2500 * UK +44 (0) 808 101 9246 * SINGAPORE +65 6225-6158 * FRANCE +33 (0) 1 55238400 * GERMANY +49 0931 40468 * INDIA +91 (033) 4006-2021 * JAPAN +81 (03)5952-6500 http://www.ctc-g.co.jp * CHINA +86 21 6288 4040 * THAILAND +66 (0)2645-1018/19 partha.p@reisoftwareth.com* * Worldwide * http://selectservices.bentley.com/en-US/ * 0000:0 see • • • • ••••go* •000000 •• •••••• • •••••• • • • • • • •• ••••• ••••••••• • ••• • ••••• •• •• •• •••••• • • • •• • •••••• • • • •• • • *00496 •• • • • • • ••••••