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REV-04-27-998, 29 NE 102nd StMiami Shores Village c z` :_e. ' Building Department APR 2 0l0;Q� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No.Z(, 1 D- 11 -2310$ PERMIT APPLICATION Sub Permit NoAfV-04-22-Cli S ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION X] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /—L AX 10 Z J d t City: (Miami Shores County: Miami Dade Zip: -3 31 30 Folio/Parcel#: - 320` `01 3- l U!50 Is the Building Historically Designated: Yes NO K. Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): t, lr` i 62. W.S hJ h6 e#: Address: Z I AJ C 1 G L j City: tA\ (Vkk`,A l �2 0 C> State: L Zip: Tenant/Lessee Name: Phone#: Email: p n ` f CONTRACTOR: Company Name: t �i 1� ���. e oivt/ 06 Phone#: Address: 1 --� -7 _ �`l� w L13 A K City: beA. Loc-1'\ State: t L Zip: 33o5Ll Qualifier Name: :)Aim Phone#: 2 66- 400 -0560 State Certification or Registration #: C (I Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: p City: State Value of Work for this Permit: $ G �D �J Square/Linear Footage of Work: _ Zip: Type of Work: ❑ Addition ZI Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Z&PAcQ DC- (Ai L -F,9(L I kuSS - Specify color of color thru tiLe t, Submittal Fee $ Permit Fee $ -` fl CCF $ CO/CC $ Scanning Fee $ t Radon Fee $ DBPR $ Notary $ Technology Fee $ Structural Reviews $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absenc of such posted notice, the inspection will not be appr�d and a reinWction fee will be charged. // Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this f2T11/— day of (X4D6t3r`' 20 Q-1 by �vrtLO 5 NJUAO (✓ , who is rrsdnally kno n to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: rr Print: l� The fore of nstrument tvals_ acknowledged before me this dayof 20 L1 by w1(rM C 1 L 0 who is rsonally known as me or who has produced identification and who did take an oath. NOTARY PUB Sign: :), -L%AZ Print: as Seal: OYpuj Seal: ?o' �,.. NATrNEWI.AND ° MATTHEIW LAND * ,, afon # GG 916124 * * Commission f! GG 995126 Expires Octoberr 12, 2023 Opt NE -A, APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) mm C1-V�t1mber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek. . RE: 12728 - ULVERT - ANDRADE REST EI L , ria ' ' `� Mire USA, Inc. Site Information: 16023 Swingley Ridge Rd Chesterfield, MO 63017 Customer Info: 123 Project Name: 123 Model: 123 314-434-1200 Lot/Block: 123 Subdivision: 123 Address: 123, 123 City: 123 State: 123 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: 0 General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Sh ial Loading Conditions): 0- Design Code: FRC2017/TP12014 Design Program: MiTek 20/20 8.4 Wind Code: ASCE 7-10 Wind Speed: 175 mph �0 Roof Load: 55.0 psf Floor Load: N/A psf 04 This package includes 2 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 150558991 Al 3/3/22 2 150558992 A2 3/3/22 STRUCTURAL REVIEW APPROVED DATE) PkV The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Deco Truss Company, Inc.. Truss Design Engineer's Name: Fox, Steve 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 that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters 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 applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Miami Shores Village Bull ing Department Zoning Dept. ate Building Dept. ate6oz, Subject to compliance w4 h al State and County rules and r ral, Permit# egulations. EiN S r o 4 r STATE OF �U 441 E�V. Stmn E. Pox PE No.44976 WTO if6A, Inc, FL GM 6634 160 Wnk y Rp Road Ueslet Q, MO 63017 D& March 3,2022 Fox, Steve 1 of 1 Jab Truss rTruss Type City Ply TULVERT - ANDRADE RESIDENCE 12728 Al Roof Special 4 1 I 150558991 DWGS: 2, UNITS: 2.0, DJR Job ReferenceAoptionalL----------- -- - -� Deco Truss company, Inc., rnncecon, rL - J li 6.4,5V s Hug 10 LUL I MI r BK muu5ule5, Inc. i nu ri 3 ur.45. I 1 GULL Faye I I D:XRXRCHyzQsw4rl OFJvBUE6zPEEF-Ap9n6zlL_91RSf9HWNc6AkBIIQejXCHm5YJKdkzehtQ 8-10-14 17-9-13 2641-11 32-9-5_ 42-" 44-9.8 8-10-14 ----- 8-10-14 8-10-14 6-0-11 -�- ----- 91 2-8-6 TRUSS MODIFIED AT THE RIGHT END AS SHOWN Scale = 1:81.6 'IINSTALL 2 X 4 SPF/DF/SP N0.2 CUT TO FIT TIGHT. 5.00112 5x6 = TRIM CORNER OF NEW MEMBER TO AVOID DAMAGE TO EXISTING CONNECTOR PLATES. 2.50 ir2 6 260� 5x6 = � � �------ 26 27 4x8 = �/j ' \ \ 265x8 MT18HS 4x4 4 \,, �� 7 i 7x8 = _3 m �p o 4x10 = 25 �_ �- f, •9 36 37 0 5x8 1 I `o 1 ------__-_ -- ----------'----------- - - .-- 4x6 - 29 30 31 32 15 33 12 34 35 = 16 14 13 11 i 6" x 20" 10 4x10 11 10x10 11 2x4 1 500 MT20HS = 4x4 = 5x8 = 2x4 11 4x6 = 5x8 = 44-9-8 2 0 02y4r0 8.10-14 17-9-13 28.8.11 32-9-5 42•1-0 4 -9. 2.. i8.. - 2-0-D 0-4.O 66-8-14 B-10-14 —i-- _..__8-10-14 ----� 6-0-119-3-11 �— d 8-6 2 M Plate Offsets (X,Y)-- [1:0-6-13,0-0-7], [2:0-4-0,0-4-8], [5:0-3-0,0-2-12], (7:0-1-0,0-2-44 . [8:0-0-12,14-3], [8:0-3-5,0-0-10], (9:0-4-4,0-2-12], [10:0- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lld PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 j TC 0.83 Vert(LL) 0.61 14-16 >819 360 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.64 Vert(CT) -0.82 14-16 >615 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.05 9 n/a n/a MT18HS 244/190 BCDL 10.0 Code FRC2017/TP12014 Matrix-MSH I Weight: 305 lb FT = 0% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 "Except" 1-15: 2x6 SP M 26, 7-10: 2x4 SP No.2, 12-15: 2x6 SP Ni WEBS 2x4 SP No.2 *Except* 7-9: 2x6 SP Ni WEDGE Left: 2x4 SP No.2, Right: 2x4 SP M 31 REACTIONS. (size) 1=0-8-0, 9=0-8-0 Max Horz 1=450(LC 9) Max Uplift 1=-13751 9), 9=-1136(LC 9) Max Grav 1=2411(LC 1), 9=2516(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 4-3-11 oc bracing. WEBS 1 Row at midpt 2-14, 3-13, 5-11, 7-11 ATTACH 1/2" PLYWOOD OR OSB GUSSET (15/32" RATED SHEATHING 32/16 EXP 1) TO EACH FACE OF TRUSS WITH (0.131" X 2.5" MIN.) NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 X TS - 2 ROWS, 2 X 4'S - 3 ROWS, 2 X 6'S AND LARGER - 4 ROWS: SPACED @ 4" O.C. NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2" O.C. SPACING IN EACH COVERED TRUSS MEMBER. USE 2" MEMBER END DISTANCE. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6352/3571, 2-3=-5908/3299, 3-5=-3856/2119, 5-6=-2166/1264, 6-7=-2250/1240, 7-8=-330/551 BOT CHORD 1-16=-3816/6137, 14-16=-3831/6149, 13-14=-3442/5738, 11-13=-2094/3658, 9-10=01280, 7-9=-2475/1650, 8-9=-453/276 WEBS 2-14=-495/416, 3-14=-42/452, 3-13=-2243/1464, 5-13=-503/996, 5-11=-2388/1545, 6-11 =-534/1024, 7-11 =-1 040/2065, 2-16=-234/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; HVHZ; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) 0-0-0 to 4-5-12, Interior(1) 4-5-12 to 28-3-9, Exterior(2) 28-3-9 to 37-3-2, Interior(1) 37-3-2 to 40-3-12, Exterior(2) 40-3-12 to 44-9-8 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) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except flt=lb) 1=1375, 9=1136. 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. ``1111111l11//1 %% G.E,N M No 44975 �Ir .53 i 11111 Stevan E. Fox PE No.44975 III%USA, Im. FL Cett6634 16023 SwlO RdF Rand, Chesterfield, MO 63017 0* March 3,2022 A WARNING - Verify 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 Mii 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 T building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing M [ Ipk 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 ANSIRPIt Quality Criteria, DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Jab i Truss Truss Type — QtyPly — —-- ULVERT - ANDRADE RESIDENCE 12728 A2 .. Roof Special ----.-_' 4 !I 1 150558992 i i Job Reference o tional Deco Truss Company, Inc., Princeton, FL - 33032, 8.430 s Aug 16 2021 MiTek Industries, Inc. Thu Mar 3 07:46:12 2022 Page 1 I D:XRXRCHyzQsw4rl OFJvBUE5zPEEF-e?j9KImzITtl4pkT457LjxjtSgyGfXvKC3uAAzehtP i- 8-10-14 17-9-13 26-8-11, 32-9-5 _ 42 1 0____-._44 9-S —8-10.14----f-.._._— B-10 1 � ._8-10-14--I----_. 6-0-11 -----i---___ _-___--9-3-11 ----"2-B-8 --{ TRUSS MODIFIED AT THE RIGHT END AS SHOWN INSTALL I X 4 SPFIDFlSP N0.2 CUT TO FIT TIGHT. Scale = 1:81.6 5.00 f 12 5x6 _ TRIM CORNER OF NEW MEMBER TO AVOID DAMAGE TO EXISTING CONNECTOR PLATES. 2.50 12 6 2-6-0 10x10 V V 16" x 20" , 4x10 11 2x4 11 5x10 MT20HS = 4x4 = 5x8 = 2x4 11 4x6 = 5x8 = 44-9-8 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-%O Plate Grip DOL 1.33 Lumber DOL 1.33 Rep Stress Incr YES Code FRC2017ITP12014 CSI. TC 0.83 BC 0.64 WB 0.92 Matrix-MSH DEFL. in (loc) I/defl L/d ! Vert(LL) -0.44 14-16 >999 360 Vert(CT) -0.82 14-16 >615 240 j Horz(CT) 0.05 9 n/a nla PLATES GRIP MT20 244/190 MT20HS 187/143 MT18HS 244/190 Weight: 305 lb FT = 0% — LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x6 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 4-11-5 oc bracing. 1-15: 2x6 SP M 26, 7-10: 2x4 SP No.2, 12-15: 2x6 SP No. 1D WEBS 1 Row at midpt 2-14, 3-13, 5-11, 7-11 WEBS 2x4 SP No.2 "Except' 7-9: 2x6 SP No.2 WEDGE —_ ATTACH 1/2" PLYWOOD OR OSB GUSSET (15/32" RATED SHEATHING 32/16 EXP 1) Left: 2x4 SP No.2, Right: 2x4 SP M 31 TO EACH FACE OF TRUSS WITH (0.131" X 2.5" MIN.) NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 X TS - 2 ROWS, 2 X 4'S - 3 ROWS, 2 X 6'S AND LARGER - 4 ROWS: SPACED @ 4" O.C. NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE REACTIONS. (size) 1=0-8-0, 9=0-8-0 - - - FOR A NET 2" O.C. SPACING IN EACH COVERED TRUSS MEMBER. USE 2" MEMBER END DISTANCE. Max Horz 1=294(LC 9) Max Uplift 1=-830(LC 9), 9=-691(LC 9) Max Grav 1=2411(LC 1), 9=2516(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6352/2921, 2-3=-5908/2796, 3-5=-3856/1969, 5-6=-2166/1264, 6-7=-2250/1240, 7-8=-330/551 BOT CHORD 1-1 6=-2912/6137,14-16=-2925/6149, 13-14=-2704/5738, 11-13=-1745/3658, 9-10=0/280, 7-9=-2475/1650, 8-9=-453/276 WEBS 1014=2243/1034, 5-13=-3321996, 5-11=-238811236, 6-11= 366/1024,, 711944/2065 NOTES- ••'`G�E•lV •••• 1) Unbalanced roof live loads have been considered for this design. •• • •'• 2) Wind: ASCE 7-10; Vult=175mph (3-second gust) Vasd=136mph; Hi TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., k �' NO 44975 GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-0-0 to 4-5-12, Interior(1) 4-5-12 to 28-3-9, Exterior(2) 28-3-9 to 37-3-2, Interior(1) 37-3-2 to 40-3-12, Exterior(2) 40-3-12 to 44-9-8 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 - D / /�[� 3) All plates are MT20 plates unless otherwise indicated. i �` s p� 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) •: �• • 4� 1=830, 9=691. P••, D `j1�j, L 6) This truss has been designed for a moving concentrated load of 200.01b dead located at all mid panels and at all panel points along Q R 1 • • ° • • . • • •' • •�� �� the Bottom Chord, nonconcument with any other live loads. Staaell E. Fox PE Ni KTdt A Inc, FL 0ed 6634 16023 Swill* Up Road, CtWffli MO &1017 Dad March 3,2022 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/202D 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 ��Ay •� _ j is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IVI lek fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPi1 Quality Criteria, OSB-89 and SCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Chesterfield, MO 63017 Symbols PLATE LOCATION AND ORIENTATION ♦_ 1 �j4" Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Ole For 4 x 2 orientation, locate plates 0- '116" from outside edge of truss. This symbol indicates the required direction of slots in connector plates. "Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 lX O 2 U d O H Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS 8 7 6 5 0 of O U d O H JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved rz MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIfTPI 1 Quality Criteria. 213he design does not take into account any dynamic or other loads other than those expressly stated.