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RF-10-19-2531, 1020 NE 92nd StGRAPHIC SCALE 20 20 ( IN FEET ) 1 inch = 20 it. ABBREVIATIONS LEGEND (C = CALCULATE) �I{ = cH D C.N.A. = CORNER NOT ACCEMLE CO NC. - CONCRETE A - DELTA F.C. = FENCE CORNER F.D.H. - FOUND DRILL HOLE F.E. - FENCE ENDS F.F.E. - FINZHED FLOOR ELEVATION F.I.P./FJ.R. = FOUND IRON PIPE/ROD F.N. - FOUND NAIL F.Nk. = FOUND NAIL AND DISC F.PkN. = FOUND PARKER KALON NAIL SUR I.D. =VEYOR'S IDENTIFICATION L = LENGTH (M) MEASURED O( ))S = OFFSET =PLATTED PLAT BOOK P.C. = POINT OF CURVATURE P.C.C. = PONT OF COMPOUND CURVATURE PG. = PAGE P.R.C. = PONT OF REVERSE CURVATURE P.R.M. - PERMANENT REFERENCE MONUMENT PR.T. R DNS OF TANGENCY (R) = RECORD R/W - RIGHT-OF-WAY S.I.R./S.I.P. = SET 1/2- RCN ROO/PIPE S.N.D. = SET NAIL AND DISC TAN - TANGENT (7.) - TYPICAL U.E = UMM EASEMENT ON OVERHEAD WIRE LINE // WOOD FENCE X CHNN LINK FENCE 0 IRON/ALUMINUM FENCE n PCUYVNYLCHLORIDE FENCE (PVCF) - - - MONUMENT LINE - CENTERLINE PROPERTY LINE ASPHALT PAVING CONCRETE ® CONCRETE BLOCK STUCCO _ C _ OVERHANG (O/H) OR ROOF SYMBOL LEGEND ®= AR CONDITIONER ® = FLORIDA POWER Nt LIGHT Box ©= BELSOUTH BOX HANDICAP SPACE = CABLE BOX ® =INLET ® = CATCH BASIN = ucHr POLE 0 = CONCRETE LIGHT POLE * =METAL ucHr T'dIE = CONTROL VALVE BOX KN = Pow PUMP ® = ELECTRIC Box �= EXISTING ELEVATIONS� =SANITARY MANHOLE D4 = SPRINKLER PUMP ® = ELECTRIC METER ® = a ELECTRIC SERVICE BOX = WATER METER = WATER VALVE Wo = FIRE HYDRANT 'ZL= WOOD POLE DRAWN BY: J.G. CHECKED BY: J.S.P. SCALE: 1" = 20' FIELD DATE: 01-19-24 JOB No. 2024-0109 SHEET: FIR 1/2" No I.D. BL�OCK W CORNER Z W Q O WI Z 674 s I C3 x cn g z C.D x d N 00 Lj U F x Ln W o YOQ J m O x O < v x a -----T3- FIR 1/2" No I.D. LOT-4 BLOCK-1 1+ 17.5' ASPHALT PAVEMENT 60' TOTAL RIGHT-OF-WAY 8' PARKWAY 80.00' @ 5' SIDEWALK 26.0' FlP. 1 /2" No I.D. ^, CONCRETE �11k N DRIVEWAY + o ! w a 9 15.89' +� 16.12' 10.98' 17.00' _ x U-) 0 19.95' '_� ONE STORY 1�O RESIDENCE N°1020 A/C F.F.E.=+11.78' b + ci GARAGE=+9.37' "' N.G.V.D.29 LO LOT-3 "PLAT OF REPPENHAGEN'S V (PLAT BOOK 41 - PAGE 100) DADE COUNTY 15.82' 16.90' x x 0� Co 'r' 00. I I 5EASEMENT 31.25' f '<D-, b ADJACENT 'q'kc'!BUILDING } 4' (HIGH) 80.0 LOT-5 BLOCK-1 'WMME J 21J0=u (PLAT BOOK 9 - PA 141) DADE COUNTY ��IiLI��=� IENv VIC-0 11 J bI L IC, 10760 S.W. 43rd TERRACE MIAMI, FLORIDA 33165 PHONE: 786-970-7577 E-MAIL: arodriguezO525@comcast.r PREPARED FOR: TYPE OF PROJECT: 1760 NE LLC SKETCH OF SURVEY 0 0.6' s 01 �o Ld CD Q a� o J Uj Yo n m� og < .J :h1 a x 21 to ?N_E_ 92nd STREET _ — z� Lu Q� of r� LOCATION SKETCH NOT TO SCALE TAX FOLIO #: 11-3205-013-0020 PROPERTY ADDRESS: 1020 NE 92 STREET MIAMI SHORES, FLORIDA 33138 CERTIFIED TO: 1.1760 NE LLC LEGAL DESCRIPTION: Lot 3 of "PLAT OF REPPENHAGEN'S "Q", according to the Plat thereof, as recorded in Plat Book 41, Page 100, of the Public Records of Miami -Dade County, Florida, V! E M N .2 QO a�LL =5/1 02) m SURVEYOR'S NOTES: 1 m (D U) m 1. LEGAL DESCRIPTION FURNISHED BY CLIENT. NO SEARCH OF PUBLIC RECORDS WAS MADE BY THIS OFFICE. 2. ANY ELEVATIONS SHOWN HEREON ARE PER NATIONAL GEODETIC VERTICAL E c 0 DATUM (1929 MEAN SEA LEVEL). > O o -f 3. NO EXCAVATIONS WERE PERFORMED AS TO DETERMINE UNDERGROUND m � ® o 0 ENCROACHMENTS. 0 (D ® - 'D C' 4. DISTANCES AND ANGLES ARE FIELD MEASURED AND CORRESPOND WITH Z) ►v „ RECORD DATA UNLESS NOTED. C- 5 5. THIS SURVEY WAS PREPARED FOR PERMITTING. ro o E Z)Z) Ca .. m c0 Cf) 0- 6. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE 5 N CLEARLY ILLUSTRATE RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES, IN ALL CASES, DIMENSIONS SHOWN SHALL VN N LINE CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. — — — — - 7. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. (CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027 OF THE FLORIDA LOT-6 I STATUTES) BLOCK-1 C� I HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPYIRED BY THE OFFICE SHOWN HEREON AND THAT AM THE SURVEYOR OF RESPONSIBLE CHARGE FOR NONE OTHER THAN SAID OFFICE. ADDITIONALLY, THIS SURVEY MEETS AND/OR EXCEEDS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH IN CHAPTER 5J-17.051 OF THE FLORIDA ADMINISTRATIVE CODE P RSUANT TO SECTION 472.027 OF THE FLOOD ELEVATION INFORMATION: FLORIDA STATUTES. Date of Field Work: 01-19-2024 DATE OF FIRM: 09 11 2009 COMMUNITY No:120652 MIAMI SHORES PANEL: 0306 SUFFIX: L SIGNED' ZONE: X JULIO S. PITA SURVEY AND MAPPER BASE FLOOD ELEVATION: N A FLORIDA LICENSE NO.: 5789 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE BENCHMARKNO: MIAMI-DADE COUNTY FLORIDA LICENSED SURVEYOR/MAPPER NAMED ABOVE. SOUTHERN SERVICE SOLUTIONS 11427 SW 243 Terrace Homestead, FL 33032 �A i L'' Tel: 305-978-1302 Ap InInvoicewoic Customer Name 176 o l Q— C Service Rate S Address .•- �% �� r �q Sales.tax f R Q Gt d S �f S J s% Total Due: S Speciallnmuctions /�'l l�l� l �'rf'�t�l�I'1 n7 AmountcoRecW-. S CashlC!wk Recello Bill My credit Card: OMC OVka 0DIscover Card 8 Exp. Date: Signature: RESIDEINMAR AS' ❑ Driveway & Wak*W Edges ❑ Windows • • --- - • -- - -• --- ❑ Kitchen -- ❑ Switch Plates ❑ Pantry ❑ Fence tine ❑ Doors ❑ Bathrooms ❑ Wasp Nests ❑ Other ❑ Potted Plants ❑ Garage ❑ Laundry Room ❑ Spider Webs ❑ Eaves & soffits ❑ Mail box O Attic ❑ Gutters ❑ UtfGty Closet ❑ Shed Areas ❑ Cabinets & Closet ❑ Perimeter COMMERCIAL AREAS. ❑ KITCHEN ❑ BAR ❑ HOUSEKEEPING STORAGE ❑ FOOD PREPARATION AREAS ❑ FLYUGIM f ❑ DINING ROOM ❑ RECEVING AREAS ❑ GUEST ROOM ❑ ELEVATOR ❑ BAIT STATION t_ ❑ STORAGE AREA ❑ RESTROOM ❑ CEILING AREA ❑ ROOF ❑ OTHER ❑ DISHWASHER ❑ WAREHOUSE ❑ TSASH AREAS ❑ PERIMETER SERVICE TYPE ❑ BIRD EXCLUCTICNV ❑ DRYWOOD TERMITE LIQUID TREATMENT ❑ SOIL PRE-TREATMENT ❑ SUBTERRANEAN TERMITE TREATMENT ❑ GENERAL PEST OTHER, ❑ STRUCTURE FUMIGATION EXCLUSION TECHNICIAN SIGNATURE:�'_-;;rUSTOMER SIGNATURE: 1tU 7 WARNING: PESTICIDE CAN BE HARMFUL. KEEP CHILDREN AND PESTS AWAY FROM PESTICIDE APPLICATIONS UNTIL DRY, DISSIPATED OR AERATED. YOUR LOCAL PEST SOLUTION Minutemen Press 305.223.5981 :� 1 lu?4 MIAMI ENGINEERING SERVICES, INC. 1481 West 62 ST Hialeah, FL 33012 PH: 305 321 7694 \ mesCabmiamiesinc.com MOM January 25, 2024 Building Official Miami Shore Village Building Department 10050 NE 2ND Avenue Miami Shore, FL 33138 Re: Permit Number: RC-10-19-2531 1020 NE 92nd ST MIAMI SHORER, FL 33138 ENGINEERING FINAL CERTIFICATION To Whom It May Concern: This letter is to certify that the engineering work(Reinforcement Masonry and the Steel Connections) has been completed in accordance with the approved plans and specifications. The team has conducted a thorough inspection and verification of all engineering aspects related to this project to be in compliance with Building codes and regulations. Should you have any questions, please do not hesitate in contacting us. Yours truly, Misa�l n uez, PE Prof. Engine r 64050 E E r- MIAMI ENGINEERING SERVICES, INC. 1481 West 62 ST Hialeah, FL 33012 PH: 305 321 7694 mes(a),miamiesinc.com �VICE� January 25, 2024 Building Official Miami Shore Village Building Department 10050 NE 2ND Avenue Miami Shore, FL 33138 Re: Permit Number: RC-10-19-2531 1020 NE 92nd ST MIAMI SHORER, FL 33138 ENGINEERING FINAL CERTIFICATION To Whom It May Concern: This letter is to certify that the engineering work(Reinforcement Masonry and the Steel Connections) has been completed in accordance with the approved plans and specifications. The team has conducted a thorough inspection and verification of all engineering aspects related to this project to be in compliance with Building codes and regulations. Should you have any questions, please do not hesitate in contacting us. Yours truly, Misael d igue PE Prof. EIgi eer 64050 4A"Sliq —Lti *%5z� ENTERED BUILDING Miami Shores Village oGr 2 o,s Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 I INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 1'] Master Permit No. RC-1 U —�q " ZS3 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP i % %� CONTRACTOR DRAWINGS JOB ADDRESS: I L �J City: Miami Shores County: Miami Dade Zip:�� Folio/Parcel#: I13X5ID 13 001�-o Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): I- ! � lJ �C— t—L _ Phone#: Arldrp,;- , A l N W 1 `' I S� • J1�1 I 1 I Z'S City: W IC1MI (,Ckus State: -F L Tenant/Lessee Name: Email ne#: 114 CONTRACTOR: Company Name: 1 1Vc (1 ��JC I Q V l llJ�t' Phone#:3 C �� t(J 77 V Address:p� ASo ,'D NVJ 19(y City: or'(� � State: ' L Zip: SCQp, Qualifier Name: � 1 it Tlc-CJ Q Phone#: State Certification or Registration #: Ccr' (S I-oe'(4 I Certificate of Competency #: DESIGNER: Architect/Engineer: Ad one#: City: State: Zip: Value of Work for this Permit: $�+�Q•T "Square/Linear Footage of Work: )-124 Type of Work: ❑ Addition Alteration ❑ New ElRepair/Replace ❑1 Demolition Description of Work: }W�� "R�dVCi 1i IJ /g� — b&(W ,zzc>mS �jr GN�Vt/ Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee Structural Reviews $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary! Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) J 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachmen . Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occ rs ven (7) days after the building permit is issued. In the a�senee of such posted notice, the inspection will not be approved �q reinspection fee will be charged. OWNER or AGENT The foregoing instrument nwas acknowledged before me this I day ofkb, 20 by 10 S 7E(G2— who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print:Z Signature CONTRACTOR The foregoing instrument twwas ,,acknowledged before me this ' /� day of S�-f"-' "" [Y � 120 t � , by ttVE}s-E:A& ACfVC -Dp , who is nPrconall�n to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print:1� as Seal: Seal: DAN A PEREZ �, ,? ;,?.'; ,.: DANJA PEREZ MY COMMISSION # GG 073171 did,; MY COMMISSION # GG 013171 - ' EXP EXPIRES: March 8, 2021IRES: March 8, 2021 *********sq/�ls'�*D4rRldtl"l111G'TJlSt9f�'R7llFiCl7r'�l7Jl�P♦�**********************�'�"�+i�asi�jc+*$en6W��tlef6�'?Y41i�WgdP6�sP��* ******** APPROVED BY Plans Examiner 1 Zoning Structural Review Clerk (Revised02/24/2014) ,2019 FLORIDA LIMITED LIABILITY COMPANY REINSTATEMENT DOCUMENT# L18000157405 Entity Name: 1760 NE, LLC Current Principal Place of Business: 1760 NE 145 ST MIAMI, FL 33181 Current Mailing Address: 5881 NW 151 ST 125 MIAMI LAKES, FL 33014 US FEI Number: 82-2590827 Name and Address of Current Registered Agent: DOMINQUEZ, ROBERT C ESQ 5881 NW 151 ST SUITE 124 MIAMI LAKES, FL 33014 US FILED Oct 17, 2019 Secretary of State 9778735520CR Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: ROBERT C. DOMINQUEZ 10/17/2019 Electronic Signature of Registered Agent Date Authorized Person(s) Detail Title MGR Name PEREZ,CARLOS Address 1760 NE 145ST City -State -Zip: MIAMI FL 33181 Title MGR Name PEREZ, CINDY Address 1760 NE 145 ST City -State -Zip: MIAMI FL 33181 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that / am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605. Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: CINDY PEREZ MGR 10/17/2019 Electronic Signature of Signing Authorized Person(s) Detail Date TRAVIS HENDALL Pfann:r-n & 7onin Director �G 1j0/te6 l� L'� 10053 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138-2382 TELEPHONE: (305) 795-2207 FAX: (3051 756-8972 DEVELOPMENT ORDER File Number: Admin-000003-2020 Property Address: 1020 NE 92 Street, Miami Shores, FL 33138 :: Owner/Applicant: 1760 NE LLC Address: 1020 NE 92 Street, Miami Shores, FL 33138 Whereas, the applicant 1760 NE LLC (Owner), has filed an application for site plan review Planning and Zoning Staff on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Administrative Site plan review and approval required for an exterior renovation. Whe"s, a Site Plan Review was conducted on February 5, 2020 After having considered the-.pplication and after reviewing the evidence submitted, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the plans merit consideration and are consistent with the requirements of the Land Development Code. Thi.i approval requires that all further development of the property shall be performed in a manner consistent with the site pl: A drawings, and conditions. 1) Approval is granted as shown on the plans submitted and made a part of this approval. 2) Applicant to apply f(,r and obtain all required building permits from the Building Department hefore beginning work. 3) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. Page 1 of 2 ADMIN-000003-2020 1760 NE LLC VISIT US www.miamishoresviNage.com 4) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 5) Applicant to meet all applicable code provisions at the time of permitting. 6) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes. Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was approved this 5t6 day of February, 2020 by the Planning and Zoning Board as follows: Approved Administratively by Planning and Zoning Director. Date Page 2 of 2 ADM N-000003-20201760 NE LLC Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. a a a 6 .... 0 0 a N a a 0....................................................................... . BUSINESS NAME: CGS-iiy fi BUSINESS ADDRESS: �7� ` L� ��cc S� CITY STATE( ZIP 1- OQ BUSINESS PHONE: ( )9)t(o -?29� FAX NUMBER ( ) CELL PHONE () ) 211 -mod QUALIFIER'S NAME: Hi.s«(lb�i7�� QUALIFIER'S LIC NUMBER: CAI C I S I vy 1 RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY a dbpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES ACEVED09 HUASCAR ALBERTO ACE CONSTRUCTION GROUP, INC. 8870 NW 196TH STREET MIAMI FL 33018 LICENSE NUMBER: CGC1510841 EXPIRATION DATE: AUGUST 31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. FEE I.. _-' , ® ACORO CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 6/11/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER NEW LAW INSURANCE 1030 E 4th Ave CONTA NAME: PHONE Ext: (305) 887-0711 A/C,No:(305) 884-2411 E AINo ADDRESS:newlawinsurance@aol . com Hialeah, FL 33010 INSURER(S) AFFORDING COVERAGE NAILN INSURER A: UNITED SPECIALTY INSURANCE CO INSURED ACE CONSTRUCTION GROUP, INC. INSURER B : INSURER C : CGC-1510 841 INSURERD: 8870 NW 196 ST INSURER E : MIAMI , FL 33018 INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ooL INSR ueR WVD POLICY NUMBER MM/DDlYYYY IC MM/OD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 PREMISES Ea occurrence $ X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE r_x1 OCCUR IVIED EXP (Any one person) $ 5,000 PERSONAL& ADV INJURY $ 1,000,000 SII1004B204056 11/28/18 11/28/19 GENERAL AGGREGATE $ 2, 0 00, 00 0 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2, 000, 000 $ POLICY PRO LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ ANYAUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ Per accident $ HIRED AUTOS AUTOS -OWNED $ UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DIED I i RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOFUPARTNER/EXECUTIVE OFFICER/MEMBER E.XCLUOED9 El NIA - - - - WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) GENERAL CONTRACTOR LtKllFILAIt HULUtK UATgt tLL/AIIUIV Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED 01988-2010 ACORD CORPORATION. All rights reserved. ACORD25(2010/05) The ACORD name and logo are registered marks of ACORD JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 2/28/2019 PERSON: HUASCAR A ACEVEDO FEIN: 800580618 BUSINESS NAME AND ADDRESS: ACE CONSTRUCTION GROUP, INC. 8870 NW 196TH STREET HIALEAH, FL 33018 SCOPE OF BUSINESS OR TRADE: Licensed General Contractor EXPIRATION DATE: 2/27/2021 EMAIL: ACECONSTRUCTIONGROUP@LIVE.COM IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by fling a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 ACGI September 30, 2019 State of: Or i del County of: 010m' I _DacLe— Before me this day personally appeared Ur �I�C>�Cd who, being duly sworn, deposes and says: That he or she will be the only person working on this project located at: I U2'U WIE-z-112- S Hvan Si1G�CS, 33) 3 Y r EXcipature Sworn to (or affirmed) and subscribed before me this 30 day of w -'f2019, by (�uOGCaJe A-cE/rD0 DANIA PEREZ MY COMMISSION # GG 073171 EXPIRES: March 8, 2021 BoWed Thru Notary Public Under*"" Personally know f OR Produced Identification Type of Identification Produced Print, Type, or Stamp Name of Notary Ace Construction Group, Inc. 8870 NW 19611, Street, Miami, FL 33018 o 305.816.7701 c 305.741.80S0 f 30S.826.7702 '�-i. Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner —Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if l . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or he exemption is revoked by the Division. Your contractor is requesting a permit nder th' workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or su co tract rs for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work n our oject. in these circumstances, Miami Shores Village does not require verification of workers' compensation insu ce v rag om the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW 1 WLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami-Dade✓v ( m {� The foregoing was acknowledge before me this day of S T`LT&,C , 20 ) of By L&ZIvs who is personally known to me or has produced as identification. DANIAPEREZ --' Notary: '�' MY COMMISSION # GG 073171 EXPIRES: March 8, 2021 SEAL: <, a¢ . Bonded Thru Notary Pudic Underwriters Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION k BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: A02,0 Q�E GZ S+ael Master Permit No. Sub Permit No. 08/28/2020 FBC 20 RC-10-19-2531 ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: '73A38 Folio/Parcel#:'1'12)�'05 0 1500ZC Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Address: /o w N r City: ''4 /-l✓v.,' o ILA—S Tenant/Lessee Name: Email: IV F L _ Phone#: (305) 511- 0q 33 State: �tion Zip: hone#: CONTRACTOR, Company Name: ;500ST Wns_if�b On Phone#: 13p5� Address: wL'i'q NW 321A 5if-ee+ City: 'Dorad State: ' w� Zip: Qualifier Name: CAI loc. kf_e')X if. Phone#: State Certification or Registration #: C &C'ASZgg5i 1 Certificate of Competency #: DESIGNER: Architect/Engineer. Y:� Pr U I ke-C V `e, Phone#: � Lin— Ds�t � Address: 7,100 SW 7.4"'V' Gff + City: ��a-KI Stater L Zip: 11--611145 Value of Work for this Permit: $ $98, 200.00 Square/Linear Footage of Work: 2-1 r2% Type of Work: ❑ Addition Description of Work: *Qc'E' and addition. Alteration ❑ New ❑ Repair/Replace ❑ Demolition �Cnova-� o(\ — -2. of V)mo m5 am V i+c h m Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ COAL $ Notary $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 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 on 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 absence of such posted notice, the inspection will not be anproveq and a reinspection fee will be charged. Signature ER or AGENT The foregoing instrument was acknowledged before me this 1- } day of � tC"y Co+ , 20 70 by Car i J who is personally known to v — me or who has produced identification and who did take an oath. NOTARY P ILELC: Sign: ��ry Print: MY COMM1SSfON # GG 073171 Seal: `,?; EXPIRES: March 8, 2021 B"Jm TTru Notary Pubric UrId&Nmlors Signature _ $�—� CONTRACTOR The foregoing instrument was acknowledged before me this 2� day of PIN gV S-t , 20 '" by V:�g. 1 J who is personally known to as me or who has produced identification and who did take an oath. NOT, Sign: Print: Seal: a. MY COMMISSION # GG 073171 EXPIRES: March 8, 2021 %.. o•,.:.. 8ondod T1uu Notary Public Underwriters as ssssssssssssssasssasassssssaaasssassassss►•sasssssassassssssssssssssssssassssassaaaaassrsssssaaaaasasssasaaa BUILDING REVIEW APPROVED BY APPROVED I. NARANJO Plans Examiner Zoning 11 /03/2020 2:25:45 PM STRUCTURAL REVIEW APPROVED O. BLANCO 10/20/2020 10:14:30 AM Structural Review Clerk Regulatory and Economic Resources 11805 SW 26th Street Miarni, Florida 33175-2474 MIAMFDUDE 786 315-2000 IVliamidade.gov/economy AFFIDAVIT AUTHORIZING SUBMITTAL OF SCAN PLANS AND CONSTRUCTION DOCUMENTS IN LIEU OF DIGITAL SIGNED AND SEALED SET This affidavit is to be used for permit application plan submittals during the Department of Regulatory and Economic Resources' (RER) COVID-19 Emergency Period per Mayor's Emergency Order 14-20 JOB ADDRESS: /D 20 /V/, PROJECT NAME: ID Z U AlC, RE_5/�CA 667 PLAN REFERENCE/JOB IDENTIFICATION NUMBER FROM NUMBER FROM TITLE BLUCK: 117,4o.TEGT IVO_ pM 20 /Q I, (print full name) ORLANDO. MARTINEZ FORTUN Design Professional of Record with license number # 22249 with the Firm (Name) ORLANDO M. FORTUN CONSULTING ENGINEERS _ hereby authorize the submittal of scanned plans and construction documents in Ii(= : o1 a r igita! signed and sealed set. ! affirm that the scanned files submitted for project referenced above are an exact and accurate duplicate of the complete hardcopy set of plans signed and sealed by the undersigned. I understand that I am the custodian of all original records and must make the documents available for inspection Upon request of the Building Official or his designee. I also hereby acknowledge that if there are any discrepancies between the W"o'versions, the review process for said project will be terminatari become null and void, and require re -application under a new permit number. This affidavit will apply and must be submitted throughout the life of the project including initial submittal, re -works, revisions, shop drawings, etc. during this emergency period. T i A/ Qi ,. • • ••., �'''%,� Designer Professional of Record Signatu;,e: Q �� t✓ E NSF • ,� o. 22249 ••�G= Designer Professional of Record NaYie: ORLANDO MARTINEZ FORTUN -o z= * * Designer Professional of Record Phone: 305-2626225 ;,p• ATF OF j�` O •• F A ••: `\�ci : Design Professional of Record Email: 'orlandofortunCybellsouth.net70NAL 0\\/ rrrr�ii�it� Architect/Engineer of record Signature STATE OF FLORIDA COUNTY OF MIAMIYDAESworn to and subscribed ber�rr� th�oday of r\'� p �E'� 3�� _ 20 2 v By T 1QWA HAN ARGUELLO Signature of Notary Public !?' MYCOMMISSION AGG077660 Print Name FEXPIRES: February 21,2U21 o. F�,,.• tary Pubic UnderwrAer4 Fer�,onaiiy Known rruuuceu weninicauon i YFE) _ C 1, Miami Shores Village RECEIVED r - � � � 12b �7C BUILDING PERMIT APPLICATION Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 79S-2204 Fax: (305) 756-8972 �Y.--- ---- -- INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 200, Master Permit No. RC-10-19-2531 Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [_]PUBLICWORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1020 NE 92nd St City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11320500130020 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): 1760 NE LLC Address..1020 NE 92nd St City: Miami Shores State: FL Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Boost Construction Address: 7841 NW 32nd St City: Doral State:. Qualifier Name: Carlos Perez Jr. State Certification or Registration #: CGC1528859 DESIGNER: Architect/Engineer: GS Architecture Address:2100 SW 24th St Value of Work for this Permit: $10,000 Type of Work: ❑ Addition ❑ Alteration Description of Work: Truss and Sheathing Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ FL Phone#: 305-522-0833 p: 33138 hone#: Phone#: 305-778-7914 zip: 33122 Phone#: - � r3,q'1 Certificate of Competency #: Phone#: 786-488-0571 city: Miami State: FL Zip: 33145 Square/Linear Footage of Work: 1,075 ❑ New ❑ Repair/Replace ❑ Demolition Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ I `' '_i - Gb Bonding Company's Name (if applicable) . . ti Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip E. 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 absence of such posted notice, the inspection will not be approv d and a reinspection fee will be charged. Signature Signature WNER or AGENT CONTRACTOR The foregoing instrumm trwaass acknowledged before me this The foregoing instrument was acknowledged before me this "I day of R-100�w 20 N by I"1/� ,day of D�'`^01W 20 7 . by ('who is personally known to L�-ir ��s �Yinrho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: (a Print: P61P a' Seal: .:..`',, DA,'1APEREZ Seal ----DA^iIAPER _ 2 MY COMMISSION # GG 073171 MY COMMISSION # GG 073171 EXPIRES March 8, 2021 EXPIRES. March 8, 2021 ers Bonded Th Jury Public Underwr t Bonded Tt�ru Notary Public Undenmters "% - -_- _ _ _ — : ✓yN� I !il APPROVED BY O Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) BUILDING REVIEW PNSN°R y,�y Miami Shores Village APPROVED . NARANJ Building Department • 10050 NE 2 PM "d Ave. sTRROVED0.8 APPROVED o.e `QN 1MZ020 10 10 23 AM j F�ORIDp Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by Carlos Perez to perform special inspector services under the Florida Building Code 511 Edition (2014) and Miami Dade County Administrative Code at the 1020 Ne 92 ST, Miami Shore project on the below listed structure as of August 12/2020 (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: RC19-2531 X Special Inspector for Reinforced Masonry. Section 2122.4 of the FBC 5th Edition (2014) _ Miami Dade County Administrative Code, Article II Section 8.22 Special Inspector for _ Trusses > 35 ft. long or 6 ft. high _ Steel Framing and Connections welded or bolted X Soil Compaction _ Precast Attachments Roofing Applications, Lt. Weight, Insul. Conc. Other Aw 0 Note: Only the marked boxes apply. , The following individual(s) employed by this firm or me is authorized representative to perform inspection* N/A L N/A I 3. --- 4 -- *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified bN education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering: graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination. or registration as building inspector or general contractor. 1 (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel perfonning inspection services. I (we). understand that a Special Inspector inspection log for each building must be displaNed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed b) the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection Ipg4brnieq� a sealed statement indicating that, to the best of my knowledge, belief and professiahal jAW15t lk& onions of the project outlined above meet the intent of the Florida Building Cock, aPd�k in subs prdance with the approval plans. •�C E• EngineeriArchitect Name Misael Rodriguez �Igned a J - - JAW �AT: OF '0oIUD •��w4' NA L t��\, Address Print 1481 W 62 ST Hialeah, FL 33012 �iaa7i Sala'ees �_ ' 10050 N.E. SECOND AVENUE i " P MIAMI SHORES, FLORIDA 33138-2382 11 ) �oRro TELEPHONE: (3051 795-2207 TRAVIS HENOALL FAX: (305) 756-8972 Planning & 7oning Director DEVELOPMENT ORDER File Number: Admin-000003-2020 Property Address: 1020 NE 92 Street, Miami Shores, FL 33138 Owner/Applicant: 1760 NE LLC Address: 1020 NE 92 Street, Miami Shores, FL 33138 Whereas, the applicant 1760 NE LLC (Owner), has filed an application for site plan review Planning and Zoning Staff on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Administrative Site plan review and approval required for an exterior renovation. Whereas, a Site Plan Review was conducted on February 5, 2020 After having considered the application and after reviewing the evidence submitted, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the plans merit consideration and are consistent with the requirements of the Land Development Code. This approval requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and conditions. 1) Approval is granted as shown on the plans submitted and made a part of this approval. 2) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 3) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. Page I of 2 ADMIN-000003-2020_1760 NE LLC VISIT US i www.miamishoresvillage.com 4) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 5) Applicant to meet all applicable code provisions at the time of permitting. 6) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was approved this 5" day of February, 2020 by the Planning and Zoning Board as follows: Approved Administratively by Planning and Zoning Director. - 0 �L . Date Travis Ke 1 Direct ,Planning and Zoning Page 2 of 2 ADMIN-000003-2020 1760 NE LLC FORM R405-2017 FLORIDA ENERGY EFFICIE C ODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 1020 NE Residence Builder Name: Street: 1020 NE 92 st Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , 33138 Permit Number: Owner: Jurisdiction: Design Location: FL, Miami County: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing New (From Plans) 9. Wall Types (1815.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul. Exterior R=5.0 1575.00 ft2 b. Concrete Block - Int Insul, Adjacent R=5.0 240.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of&drpoms 3 d. N/A R= ft2 5. • • • Isathis a worstcase? No 10. Ceiling Types (2000.0 sqft.) Insulation Area • • • • • • • a. Under Attic (Vented) R=19.0 2000.00 ft2 ' 6. Conditioned floor area above gracte (ft2) 2000 b. N/A R= ft2 • • • • • • • ' ' Conditioned floor area be jV,%,A (ft2) 0 c. N/A R= ft2 • • 11. Ducts R ft2 J. Y4ndows(166.0,sgft.) Pesori*tion Area a. Sup: Attic, Ret: Attic, AH: Main 6 350 .a.•U-Factor: • .6 191.10.40 156.00 ft2 • 0 ; • *SHGC: • • 0 SyQC:0.50 b.•U-Fact% • •; M/61... ft2 12. Cooling systems kBtu/hr Efficiency • • • • •SHGC a. Central Unit 46.0 SEER:16.00 c. U Factor+ N/�; • • ft2 ••••• • SHGC:0 • • • • • • 13. Heating systems kBtu/hr Efficiency • d. U-Factor: tf/A• • ft2 a. Electric Strip Heat 35.0 COP:1.00 •••••SHGC:•••..� Area Weighted Average Overhang Depth: 2.000 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems 8. Floor Types (2000.0 sqft.) Insulation Area a. Electric Cap: 55 gallonsEF: a. Crawlspace R=7.0 2000.00 ft2 b. Conservation features 0.930 b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.078 Total Proposed Modified Loads: 83.11 PASS Total Baseline Loads: 86.02 1 hereby certify that tt��}jl �i i r r rr r ry cations co ered by this calculation a \� i orida rgy Review of the plans and specifications covered by this � -off-offST4T� ot Code. L I C QG� es compliance * fNS with thelon Florida Etnergy Code. _ PREPARER$Y: •�_. N�� Before construction is completed _�_- _ __ .__ _. __ DATE: __ _ _ �_ r __ _ _ __ __ this building will be inspected for �I� io a ° Sj _ compliance with Section 553.908 Florida Statutes. .0 I hereby certif�i t t;his buif�iEtg as d sigAed, �' in compliance C O a Fy�r9 with the Floridrg��E de. op WE t� D A Q` ,�� •�� '' OWN ER/AGEI�'F:`r/� .......... DATE: �'' L BUILDING OFFICIAL: �q ENG��``� DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (R402.4.1.2). 2/7/2020 3:55 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: 1020 NE Residence Bedrooms: 3 Address Type Street Address Building Type: User Conditioned Area: 2000 Lot # Owner Name: Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1020 NE 92 st Permit Office: Miami Shores Cross Ventilation: County: Miami -Dade Jurisdiction: Whole House Fan: City, State, Zip: Miami Shores, Family Type: Single-family FL , 33138 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp CYe%ft j_ocation TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range •' • _ •FL, Miami • . • ; FL_MIAMI_INTL_AP 51 90 70 75 149.5 56 Low • BLOCKS Number • • • • Nam• • : , , Area Volume ----------- • • • •1• • • Ilock1"" • 2000 18000 • •••••' • SPACES ' • Number ; ' :*Name . • • Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated • � 1 • • • • Vain � � • . • • 2000 18000 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Exposed PerWall Ins. R-Value Area Floor Joist R-Value Tile Wood Carpet 1 Crawlspace Main 200 ft 0 2000 ftz 7 1 0 0 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Gable or shed Barrel tile 2108 ft' 332 ft' Medium Y 0.96 No 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2000 ft' Y N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 19 Blown 2000 ft' 0.11 Wood 2/7i2020 3:55 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below I _.-Ornt - Jo- - - NAW Type Space � Value Ft _ An ___-Ft la -Area-- R_-Value Fraction_ Ahsor._ Grade'/. - 1 N Exterior Concrete Block - Int Insul Main 5 37 9 333.0 ft' 0 0.7 0 2 E Exterior Concrete Block - Int Insul Main 5 56 9 504.0 ft2 0 0.7 0 3 S Exterior Concrete Block - Int Insul Main 5 48 9 432.0 ft2 0 0.7 0 4 W Exterior Concrete Block - Int Insul Main 5 34 9 306.0 ft2 0 0.7 0 5 N Garage Concrete Block - Int Insul Main 5 30 8 240.0 ft2 0 0.7 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main Metal .28 3 7 21 ft2 • N Insulated •• Main Metal .28 3 7 21 ft2 • • • • . T •••• 3 E • • • • insulated ••• Main Metal 28 3 7 21 ft2 a. '.; S • Insulated Main Metal .28 3 7 21 ft2 • 5 • S • • • • • tnsulated Main Metal .28 3 7 21 ft2 •••• CO.". S •• •• • Insulated Main Metal .28 3 7 21 ft' • • • • • • • • • • • • 7.. S ....Insulated Main Metal .28 3 7 21 ft2 • r3 • .: S • • • •Insulated Main Metal .28 3 7 21 ft2 • 9 • S "; "Insulated Main Metal .28 3 7 21 ft2 • . 1b • • • S • 0 0 Insulated • •• Main Metal .28 3 7 21 ft2 • WINDOWS ' 0 0 0 Orientation shown is the entered, Proposed orientation. V Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 1.4 0.5 N 44.0 ft' 2 ft 0 in 1 ft 0 in None None 2 E 2 Metal Single (Tinted) Yes 1.4 0.5 N 52.0 ft2 2 ft 0 in 1 ft 0 in None None 3 S 3 Metal Single (Tinted) Yes 1.4 0.5 N 44.0 ft' 2 ft 0 in 1 ft 0 in None None 4 W 4 Metal Single (Tinted) Yes 1.4 0.5 N 16.0 ft2 2 ft 0 in 1 ft 0 in None None GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 220 ft2 220 ft2 44 ft 8 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000286 1500 82.35 154.87 .1217 5 2/7/2020 3:55 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4 FORM R405-2017 INPLIT S11MMORY CI-IFCKI IRT RFP[)RT HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat/ None COP:1 35 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 16 46 kBtu/hr 1380 cfm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Main 0.93 55 gal 60 gal 120 deg None .... SOLAR HOT WATER SYSTEM A** FSEC • • ' � • • Collector Storage @ert 11t• Compgny Nar➢e System Model # Collector Model # Area Volume FEF • • • • - - - - . . • - • Nofle None""" ft2 • • •' ""'' ••• DUCTS . . • • • -- sappy --- — Return — Air CFM 25 CFM25 HVAC # .�t� # . Location • 4?48lue Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool • i • •Attic 6 350 ft- Attic 100 ft, Default Leakage Main (Default) (Default) 1 1 • .... ...... TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb Mar A r Ma X Jun X Jul X Au X Se Oct ]Nov Dec Heal Feb Mar an �j �X� A Jun i S �X� Nov Dec Venting Jan Feb Mar Apr MayMay Jun Jul Aug Sep Oct lhl Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEN) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction _ Space Default 8 Ibs/s .ft. 0 ft' 0 ft 0.3 Main 2/7/2020 3:55 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location Main 3. No. of units (if multiple -family) 3. 1 4. N4ro4%r of bedrooms 4. 3 13. Cooling system: Capacity 46.0 • systema) Split 5. Is jtys a 0orst c%sg? (;es/no) 5. No b) Single package SEER • • • • • 0. . . urce SEER/COP 6. Conditioned floor•*ea:sq. ft.) 6. 2000 d) Roomu/nit/PTACwater •�•••• •• •• .. .. 7. Wndow', type e)Other 16.0 .": • • 1g j JTa a) U-factor:(wei%gtjq average) 7a. 1.400 largolanHeat @ain Coefficient (SHGC) • • • • 7b. 0.500 14. Heating system: Capacity 35.0 ;....: c)'Area• 7c. 156.0 a) Split system heat pump HSPF • b) Single package heat pump HSPF ...... • ...... 8. Stpijg s% c) Electric resistance COP 1.0 • • 2) U-f&ctor:(wetgh44(?average) 8a. NA d) Gas furnace, natural gas AFUE • • • • • • t W.1r•Heat Ggin Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE 0 Other 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. b) Wood, raised (R-value) 9b. 7.0 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF 0.93 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 5.0 0 Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 2. Masonry (Insulation R-value) 10132. 5.0 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 1 la. 19.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11 c. d) Multizone cooling credit d) Radiant barrier installed 11d. Yes e) Multizone heating credit f) Programmable thermostat Yes 'Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home: 1020 NE 92 st City/FL Zip: Miami Shores, FL 33138 2/7/2020 3:55:55 PM EnergyGaugeO USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 1020 NE Residence Builder Name: Street: 1020 NE 92 st Permit Office: Miami Shores City, State, Zip: Miami Shores , FL , 33138 Permit Number: x Owner: Jurisdiction: w Design Location: FL, Miami U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERI General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. / Breaks or joints in the air barrier shall be sealed. Ceiling/a�tiC• • • The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in an y dropped ceiling/soffit • • • • • insulation and an • • y gaps in the air barrier shall be sealed. Acoess shall be aligned with the air barrier. / • • openings, drop down stairs or knee wall doors to • • • • urfcondittoned attic spaces shall be sealed. • Walls • • • theeiunclion of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls • - t%Jdrftflon of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with • • • s • • • • • seeled! • 4wgs a material having a thermal resistance of R-3 per • • • • I;rl shall be sealed. inch minimum. • • • • . .. • • Exterior thermal envelope insulation for framed walls • • • • • shall be installed in substantial contact and continuous alignment with the air barrier. Windows, kyle. is Trg�SgaV between window/doorjambs and framing, and and door • • • skylig its• and framing shall be sealed. Rim joists • • • • RO'l joists shall include the air barrier. Rim joists shall be insulated. • • • Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation / a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to / exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity / spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. / Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on / installation readily conforms to available space shall extend behind p6pino and i Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall / on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication / exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. / Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids between fire sorinkler cover nlates and walls or ceilinat- d. m addition, mspecnon of iog wars span be in accordance wrtn the provisions of IGG-400. 2/7/2020 3:56 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1020 NE 92 st Permit Number: Miami Shores , FL , 33138 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory)The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. • • • • • • R402.4.A1616akage (I jargta[gry). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of • • Seotiens R402.4.1 tlirouglf R402.4.5. • Exce t �' • • • p �p. ry�lling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply WASPcjion C402.5. • • • • ;4 Buildip; {heFrpal enveld#e building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. . • Tlve sedRng methdM'b*tween dissimilar materials shall allow for differential expansion and contraction. • • • • • • W.4.i1 Installation The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with • ttie mafiufactureCs ipstAuctions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the . • • .. • code e1ficial, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. taR402.4.3 Fenestration air leakag"indows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 2/7/2020 3:55 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. �R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. :...Fi403.1 Controls. • • • • SECTION R403 SYSTEMS .. . . • • • R40312 Tirorsnostatprovision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.314eat pump ftl feVentary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls .laTl�* . that,.excspt during dt*%A,•prevent supplemental heat operation when the heat pump compressor can meet the heating load. . . • 00 R40312 Seali•ng (Mandator�r) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways • • • • fQ189lr.di!:ributiori,9y%?error shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section • • • C403.202 of the (!&flrtlercial Provisions of this code and shall be shown to meet duct tightness criteria below. • • • • • 44t Wj tness shay ba verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or • (F), Flo�da Statutes, gjyndividuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free' in • accordance owith Sedtion V403.3.3. j� Rttpa."61 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of L]. the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufi air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. nR403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 1FIR403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or --below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind. and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory)Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/7/2020 3:55 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to I� electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table L]� C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate • • Water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. :: • R403.5.6 4 1'Soltr water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy • • • • : • • factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certif*Wd.SolabSystems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, • • and SfeCG"M3ndard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar • ; .... • 0 • • 0 water -heating Systems should meet the following criteria: • • ; •' ' 0 1. ieliristalled with a tilt angle between 10 degrees and 40 degrees of the horizontal; and • • • • • • • • 2. J3Is%laged at an orientation within 45 degrees of true south. • • • :R• R403.6 6ha cnical verogajWr (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code*Residential. or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation • • • • •' incerltlA* aatural, in')iiirat n or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the veltilajibil gystem is not operating. i d0• A.Whole-house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical • • vefifiatibn system • • R fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFM/WATT) AIRFLOW RATE MAXIMUIV (CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 2/7/2020 3:55 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the 2. calculated total sensible load but not less than 80 percent of that load. • • • • When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of • • • • • • • equipment may be sized in accordance with good design practice. ... •.. R403.7.1.2 Heating equ ipmert capacity. • R%j3.?.3.'j.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section •: R403.7.1.1, a;gftpjat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if ::. • �A resign heat•q load is 1.15 times greater than the design cooling load. ••••• • • •••••• • R403 741.2.2 Electri �regMtance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. • R443.7.1t2 3 Fossil fyel?i#ating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners • • • • shag ppt be less then thedesign load calculated in accordance with Section R403.7.1. •.s••• R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40oF (4.8°C). )p( R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall /Ipl` be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or extemal to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating. computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil-fiired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 2/7/2020 3:55 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 1� R403.11 Portable spas (Mandato fte energy consumption of electric -powered portable spas shall be controlled by the equirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory)Fuel gas lighting systems shall not have continuously burning pilot lights. •••••• • •• • • •••••• •• •• •••••• •••••• • •••••• •• •• •••••• 2/7/2020 3:55 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 Residential System Sizing Calculation Summary Project Title: 1020 NE 92 st 1020 NE Residence Miami Shores, FL 33138 2/6/2020 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(? ft.) Temp Range(L) Humidit data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 56 r. Winter design temperature(TMY3 99%) 49 F Summer design temperature(TMY3 99%) 92 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 21 F Summer temperature difference 17 F Total J"ing load calculation 21755 Btuh Total cooling load calculation 40242 Btuh Subrfiitt Meatinrj capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric StrippAea!) 160.9 35000 Sensible (SHR = 0.75) 106.1 34500 ' • Latent 148.9 11500 • so**** Total 114.3 46000 • """ " " '• •e WINTER CALCULATIONS ••••• • • •••••• • • •••• ••••• Winter lippatigg Load g9r.3000 sqft) Load C ent ' •.. • Load Window tptal ... •. • 156 sqft 4586 Btuh Wall tQtnl • • • •: o o o 1449 sqft 4003 Btuh Door total • • • • • 210 sqft 1235 Btuh ' Ceiling Iota le •' • 2000 sqft 5000 Btuh • Floor total•• 2000 sqft 2661 Btuh Infiltration 58 cfm 1349 Btuh Duct loss 2921 Btuh Subtotal 21755 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 21755 Btuh Ceilings(23.0%) wells(1a.4%> Floors(12.2%) SUMMER CALCULATIONS summer cooling Loao for ZUUU s tt Load component Load Window total 156 sqft 13755 Btuh Wall total 1449 sqft 3241 Btuh Door total 210 sqft 1008 Btuh Ceiling total 2000 sqft 5000 Btuh Floor total 2154 Btuh Infiltration 44 cfm 819 Btuh Internal gain 4420 Btuh Duct gain 2125 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 32521 Btuh Latent gain(ducts) 454 Btuh Latent gain(infiltration) 1668 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 5600 Btuh Total latent gain 7721 Btuh TOTAL HEAT GAIN 40242 _Btuh :K71UNLLL M.l �i Ceilings(12.4%) Floors(5.4%) Doors(2.5%) [�► &4%j EnergyGauge® S}�,$ PREPARED BY: ' 3 DATE: ''�, EnergyGauge®/ USRCZB v6.1.03 i vVindows(21 1%j Ducts(13.4%) Door2.7%) Windows(342%) FFA /'went int(13.9%) G !i►�[lll�►37�� Royal Truss Manufacturing Royal Truss •••• • ...... .. . ...... Site Information: Project Customers 020 NE RESIDENCE Job Name: • • • • • • • • • • Lot/Block: Subdivision : •'•' • 0 •. ..:so: •• . ••••• - Site Name: •• •• •• • •••••• Site Add ress:1020 NE 92 ST. ' . . .. . ...... MIAMI SHORES St: FL. Zip: • •• General Truss Engineering Criteria &Design Loads (Individual Truss DesIffn �rawi��s;Show•" Special Loading Conditions): Design Code: FBC2017ITP12014 Design Program: 8.43 Jan 20 2021 Roof Load: Wind Code: MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Wind Speed: 175 mph This package includes 21 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# 1 05/25/21 TA A0029797 2 05/25/21 TB A0029798 3 06/28/21 TC A0029799 4 06/28/21 TD A0029800 5 06/28/21 TDD A0029801 6 06/28/21 TE A0029802 7 06/28/21 TF A0029803 8 05/25/21 V1 A0029804 9 05/25/21 V10 A0029805 10 05/25/21 V13 A0029808 11 05/25/21 V14 A0029807 12 05/25/21 V15 A0029808 13 05/25/21 V16 A0029809 14 05/25/21 V2 A0029810 15 05/25/21 V3 A0029811 16 05/25/21 V4 A0029812 17 05/25/21 V5 A0029813 18 05/25/21 V6 A0029814 19 05/25/21 V7 A0029815 20 05/25/21 V8 A0029816 21 05/25/21 V9 A0029817 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. cry s1�J�1 RM =43 � � ll ld�LS3It 1220 gal 31Ah 1ERRACE MIAM, FLOWA 3355 �,--' TEL-(3052267-6M FAX-(WW26.7.70A J1 � l' � y Page 1 of 1 Engineers Name Date if \A Ifl BY 0 0 *• 0 e 0 :9 00 0 0 00 s 0 0 Jill OF RIA. I I •0. 0. 0 s I I Ol.: .0: 1) 1 0.0 00. V AIM [I!,.! 1'r ,I Ri Job Truss Truss Type Qty Ply A0029797 11-1-20 TA COMMON 1 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Ju r�2r8, 2:49:43 2021 Page 1 ID:VTIsfpazXgsZabHXbvpKYlyGh4U- MXB?II1501svx65bn1GMWIDzxEQ17NCUU4MFAz1=6 5-10-0 1146-0 • •••• •••••• 5-10-0 5 " • • • • • • ••••• •• as • Afir3:118.8 4x5 = 000000 • • • • • • • • •••• • •• ••••• Io 3x4 = — I I ti 3x4 = 4- 5-10-0 11-4-0 1-8- -4- 5-6-0 5-6-0 -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 0.39 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 No.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=-381/1126, 3-6=-381/1126 WEBS 2-4=0/300 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 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 A0029797 11-17-20 TA COMMON 1 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:43 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-_MXB?111501 svx65bn 1 FW azzGQI7NC UU4MFAz1 om6 NOTES- "" """ 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas wherd 2 re`CtangW3 VQ tall by 2 0;0 wide will fit between the bottom chord and any other members. """ of ' """ 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT atand 3. This conn4:2LgNi$ for uplift only and does not consider lateral forces. o 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 frolflT1-0-11 td 11SC-3; 3-011tbra 0-0-11 to 11-0-3 "' e" " s of of of a • LOAD CASE(S) Standard : o':" o 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.33 . . Uniform Loads (plf) 6 off �� Vert: 1-2=-99(F=-9), 2-5=-99(F=-9), 3-5=-90, 1-6=-29(F=-9), 3-6=-20 : D o o e o Job Truss Truss Type Qty Ply A0029798, 11-17-20 'TB COMMON 2 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:44 2021 Page 1 ID:V risfpazXgsZabHXbvpKY1yGh4U-TYSZCemfsi9jW5hl9Wflt}iftLXyUaFLj8pwodzlom5 5-10-0 1110-0 • • • . • • • • •, • 5-10-0 5-00-0 • • •••••• ••.• i Scale *•If18.8 • 4x5 = •••••• • • • 3 Odom • •• ••••• Io 3x4 = all " 5x6 = 3x4 = 4-0 4- 5-10-0 11-4-0 1-8- 0-4- 5-6-0 5-6-0 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 L/d 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 ' Rep Stress Incr NO WB 0.06 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 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=-487/933, 5-6=-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. 11; 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 A0029798 11-17-20 TB COMMON 2 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:44 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKYl yGh4U-TYSZCemfsi9jW5h I9U'iCutq*K%XyUaFLj8pwodzl om5 NOTES- • • •••• •••••• 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any othdrlivd load$,";'. '. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas wheN %"ttangle'3-6-0 tall by20'Q _ 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 atJt('s %and !:%hig ponndttion iS for uplift only and does not consider lateral forces. ' ...... .. . ..... LOAD CASE(S) Standard . . .. . ...... Job Truss Truss Type aty Ply A0029799 11-17-20 TC SCISSORS 1 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:44 2021 Page 1 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-TY5ZCemfsi9j W5hl9UYUukgNvLUIUXyLjBpwodzl om5 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 0-0-1 Scale = 1:41.7 4x4 = 5 • • •••• •••••• 4.00 1213 • • • •• • •••• •' 14 3x4 • • • • • 3x4 � V •••••• • � � 6 •••••• 3x4 3x4 - ' •••' 730 �••• ••••• 12 3 10 ••• • • • 15� ••3YA • • ••:••' Ch 5x8 = • 80 • • • • • _ �1 11 9 ••••• 2x4 11 • v vI CD6x6 = 2x4 1I .. • _ •' : •' • �A ' 3 � ►•7••• 3x5 = • • • • • • • 2.00 12 Oro 0 6-8-7 12-7-0 18-5-9 24-10-0 25 2r0 0 410 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 CSI. DEFL in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.50 Vert(LL) 0.39 10-11 >763 240 MT20 244/19( 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 Grav 2=1 437(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=-5498/3638, 8-15=-5573/3633 BOT CHORD 2-11=-3335/52201 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 Qty Ply A0029799 Job Truss Truss Type 11-17-20 TC SCISSORS 1 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:44 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-TYSZCemfsi9jW5hl9UYUukgNvLUIUXyLj8pwodzl om5 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2)-0-0-10 to 2-11-.rm Ir4terior(l) 2-11-6 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 and forges & NNFOS for reaotions 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 otlier-.K+e loacls- •' : . • •.:. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where& -rectangle 3.6-0 tall by 2-04 wide will fit between the bottom chord and any other members. see: .* 7) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formutaBuilding designer shocAde verify capacity of bearing surface. • • • • • • • • • • • • 8) Two RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at'jt(sj 2 and 8 -Wis connecNen4a 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 top prate topvrid rail interference in single ply truss. :see• • ; • • • • ; LOAD CASE(S) Standard Job Truss Truss Type Qty Ply A0029800' 11-17-20 TD SCISSORS 8 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:45 2021 Page 1 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-xlfxQ_n IdOHZ8FGUiC3iRxN USlnfDrZVyoZTK3z1 om4 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 " 5x6 = 0000 4.00 12 • • sees a e•e• •• • •• 13 14 •••�•• sees•• •• • sees•• • 3x4 3x4 v•e••• • • • sees•• sees •• • • • 3x5 3x5 � sees g vs sees• • * 3 • o • s 7 159 3Kg 12 10 • •w •• •• sees • • • • V 1 11 7x12 MT20HS= •• 8 • 9 • • • v 7 2x4 2x4 11 • • i • • • • • 0 5x12 = • • • • • • •s•• i • 5X12 = 3 •fie•: 3x8 = 2.00 12 sees•• 0r4i0 6-8-7 12-7-0 18-5-9 24-10-0 25 2r0 0-4-0 6-4-7 5-10-9 5-10-9 6-4-7 0-4-0 Plate Offsets (X,Y)-- [2:0-5-4,Edge], [2:1-5-6,0-1-8], [8:0-5-4,Edge], [8:1-5-6,0-1-8] 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 0.71 Vert(LL) 0.45 10-11 >653 240 MT20 244/19C TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(CT) -0.82 10-11 >358 180 MT20HS 187/141c BCLL 0.0 '' Rep Stress Incr YES WB 0.82 Horz(CT) 0.43 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 109 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP M 30 2-2-0 oc purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-10-2 oc SLIDER Left 2x4 SP No.2 - 3-0-4, bracing. Right 2x4 SP No.2 - 3-0-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1382/0-8-0 (min. 0-1-10), 8=1347/0-8-0 (min. 0-1-9) Max Horz 2=-122(LC 10) Max Uplift2=-575(LC 12), 8=-541(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-5336/24241 3-12=-5246/2427, 3-4=-5247/2441, 4-13=-4021 /1860, 5-13=-3956/1870, 5-14=-3956/1874, - 6-14=-4021 /1865, 6-7=-5251 /2458, 7-15=-5250/2446, 8-15=-5340/2441 BOT CHORD 2-11 =-2231/5008, 10-11=-2236/5016, 9-10=-2239/5020, 8-9=-2234/5012 WEBS 5-10=-776/1923, 4-1 0=-1 358/682, 6-1 0=-1 361/683 NOTES- 1) Unbalanced roof live loads have been considered for this design. Continued on page 2 Job ii6tb��l Truss Truss Type TD SCISSORS Qty Ply A0029800 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:45 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-xltxQ_nldOHZBFGUiC3jRxNUSInfDrZVyoZTK3z1 om4 NOTES- 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)-0-0-10 to 2-11-6, Interior(1) 2-11-6 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 and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 .... 3) All plates are MT20 plates unless otherwise indicated. *see a 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any ofii Ikte loads... .' 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas whsr�e.aractangleZ6-M tall 4y240A wide will fit between the bottom chord and any other members. . . . 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula.• Building designer shbUd': verify capacity of bearing surface. .... . .. ..... 7) One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT alleh 2 and B..TNs conn"Zoials for uplift only and does not consider lateral forces. .. .. .. . ...... • ...... LOAD CASE(S) Standard • • ..•... Job ;Truss Truss Type Qty Ply A0029801 11-17-20 TDD SCISSORS 4 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:45 2021 Page 1 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-xlfxQ_nldOHZBFGUiC3jRxNUSInfDgDVyoZTK3z1 om4 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 = 1:42.1 5x6 = •••• • • •••• •••••• • • • • 5 •• • a••• • _ 4.00 12 13 14 • • • • •••••• •• • •••••• • 3x4 3x4�•••••• • • • •e+••• 4 3x5 % g •••••� �•� •• • • Cr •••• 3x6 � •• ease* 3x5 % 3 • 71:•�� ••i••• 12 10 • •• •• • • •••••e 1 11 7x12 MT20HS= 9 • • • 6 •. 7 2x4 II V5x12 2x4 11 s s ' •••[Fr • • • o = 3x10= • • • • • • • ••e i • ii1�+`•— 0e• 5 2=3x1 • 2.00 F12 •••s•• Or �a_� t�_�_n 18.5-9 24-10-0 25 -0 0T 0 6-4-7 5-10-9 5-10-9 6 4-7 0-4-0 Plate Offsets (X,Y)-- [2:0-5-4,Edge], [2:1-5-6,0-1-8], [2:0-9-15,Edge], [8:0-5-4,Edge], [8:1-5-6,0-1-8], [8:0-9-15,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 0.71 Vert(LL) 0.63 10-11 >469 240 MT20 244/19( TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(CT) -0.82 10-11 >358 180 MT20HS 187/14c BCLL 0.0 ` Rep Stress Incr YES WB 0.84 Horz(CT) 0.43 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 109 lb FT = ; LUMBER- BRACING - TOP CHORD 2x4 SP SS TOP CHORD Structural wood sheathing directly applied or BOT CHORD 2x4 SP M 30 2-2-0 oc purlins. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-12 oc SLIDER Left 2x4 SP No.2 - 3-0-4, bracing. Right 2x4 SP No.2 - 3-0-4 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1382/0-8-0 (min. 0-1-11), 8=1347/0-8-0 (min. 0-1-10) Max Horz 2=-122(LC 10) Max Uplift2=-883(LC 12), 8=-848(LC 12) Max Grav2=1437(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=-5561/3610, 3-12=-5506/3613, 3-4=-5452/3627, 4-13= 4183/2746, 5-13=-4129/2756, 5-14=-4129/2760, 6-14=-4183/2751, 6-7=-5455/3645, 7-15=-5490/3632, 8-15=-5564/3627 BOT CHORD 2-11 =-3329/521 1, 10-11=-3336/5219, 9-10=-3339/5222, 8-9=-3332/5214 WEBS 5-1 0=-1 183/2003, 4-1 0=-1 389/1009, 6-1 0=-1 407/1010 NOTES- 1) Unbalanced roof live loads have been considered for this design. Continued on page 2 Qty Ply A0029801� Job (Truss Truss Type 11-17-20 TDD SCISSORS Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:45 2021 Page 2 ID:VTlsfpazXgsZabHXbvpKY1 yGh4U-xlfxQ_nldOHZBFGUiC3iRxNUSInfDgDVyoZTK3z1 om4 NOTES- 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; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2)-0-0-10 to 2-11-6, Interior(1) 2-11-6 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 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any Aer4 ve loads`' ' • 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where :rectangle nMo tall bye�%0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formu a"Auilding•deApner shbuld.: eggs verify capacity of bearing surface. • 7) Two RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT atjU§Z:and 8'T i '*connedt?(V for uplift only and does not consider lateral forces. • • • 8) Double installations of RT7 require the two hurricane ties to be installed on opposite sides of tpp�glkte to avoidnail int'64Pl MAce in single ply truss. 0 .. •�••; . eggs LOAD CASE(S) Standard ' ' 000000 .. . Job Truss Truss Type City Ply A0029802 11-17-20 TE SCISSORS 4 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:46 2021 Page 1 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-PxDJdKowOJPQmPggGvayz9wd896XyR0eASI1 sVzt om3 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 4-' Scale = 1:34.2 4x4 = 4 4.00 12 13:3xi �••••� •••••• 12 '0•• 3x4 • •.4 • •••••• 3 •• 0 • • 8 • .••• : •.. .� ."• 11 ..• .... • 5x8 = • • .••••. 1 9 •• •T 2x4 II • • 3x811 • 0 ; V. •••••• 3x4- 3x811 2.00 12 �••� : • • �0000� • 4 6-8-7 12-7-0 16-9-15 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/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.84 Vert(LL) 0.11 9 >999 240 MT20 244/19( 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 FBC2017ITP12014 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 Grav6=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, 7-10= 1120/609, 5-7=-1088/626 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 Qty I Ply A0029802 Job Truss Truss Type 11-17-20 TE SCISSORS 4 2' Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:46 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKYlyGh4U-PxDJdKowOJPOmPggGvayz9wd896XyR0eAS11sVztom3 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=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-0-0-10 to 2-11-6, Interior(1) 2-11-6 to 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 forces & MWFRS for reactions 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 other 10.loads. • • • • • Geese* 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a te&angle 39(�%tall by 2-OrO wide will fit between the bottom chord and any other members. 09 •' • • • • • • • 7) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Wilding designer should verify capacity of bearing surface. Ve • o : • • • • 8) One RT4 USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(;1V This cCnneetion is ford Lift only and does not consider lateral forces. . • •. •. • • • • • 9) One RT7 USP connectors recommended to connect truss to bearing walls due to UPLIFT at fls1 and 10.'�1,is connee>?iela4s *sofor 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 A0029803 11-17-20 TF :COMMON 1 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:46 2021 Page 1 ID:VTIsfpazXgsZabHXbvpKYlyGh4U-PxDJdKowOJPQmPggGvayz9wfF97TyTreASllsVzlom3 4-6-14 8-4-15 12-3-0 16-1-1 19-11.2 24-6-0 4-6-14 3-10-1 3-10-1 3-10-1 3-10-1 4-6-14 4.00 12 2 13 2x4 II Scale = 1:39.0 4x4 = 4 15 16 ••• •••• •••••• • •••••• •• • • •••••• •••• 6 • • • •••••• • • • • • LC U 12 11 10 9 i • 8 • •• • • • 3x8 = • • 2x4 11 i • • • • Im 0 0- -1 4-6-14 8-4-15 12-3-0 16-1-1 19-11-2 %2-0 2,- 0 0- -1 4.6-13 3-10-1 3-10-1 3.10-1 3-10-1 4-2-14 0-4-0 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 FBC2017/TP12014 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 =-1 319/283419-10=-1322/2834, 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 Qty Ply A00298031 Job Truss Truss Type 11-17-20 TF COMMON 1 2 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:46 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-PxDJdKowOJPQmPggGvayz9wfF97TyTreASI1 sVzt om3 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=45ft; L=24ft; eave=oft; 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 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 forces & MW FRS• (Ir. eactions shown; Lumber DOL=1.60 plate grip DOL=1.60 • -5) All plates are 3x4 MT20 unless otherwise indicated. " 00 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any otherlixa (pads. • • - 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where- aActangle A-0 tall by -04— wide will fit between the bottom chord and any other members. 8000 ., 0 Soo * @: 8) One RT8A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jtf9)9I, nd 7.;Thi�;,oonneclio niso 900 for uplift only and does not consider lateral forces. 690860 • 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 fromO-Mlo 24-a-A•�• *ago* 00 •••• 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 Qty Ply A0029804 11-17-20 V1 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:46 2021 Page 1 ID:VTlsfpazXgsZabHXbvpKYt yGh4U-PxDJdKowOJPQmPggGvayz9wgH9JyyUeeAS11 sVz1 om3 2-0-0 _ 4-0-0 2-0-0 — 2-0-0 Scale = 1:7.3 4.00 F12 2 3 T1 T1 ease 1 • 1,•• • • •• •••e a•a• • • OF e at • •••• e B1 • •••• •••••• s • • • • ••••e• 0• • a • 2x4 2x4 zz� • • • • • • • •••••• 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. 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 i Truss Type Qty Ply Aoo2s8oa 11-17-20 V1 (VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:46 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKYtyGh4U-PxDJdKowOJPQmPggGvayz9wgH9JyyUeeASllsVztom3 NOTES- 6) 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. LOAD CASE(S) Standard *see • ..,, feet,, •• , .... • • ,e,te, .,,. ee,,,, •eef a ee ,fee. e• „ a, . „tfee ,,,tee 64 • • . •• e a .. . . • ...... Oty Ply A0029805 Job Truss Truss Type 11-17-20 V10 !VALLEY 3 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:50 2021 Page 1 ID:VTlsfpazXgsZabHXbvpKY1 yGh4U-HiSgThrORYwsE08RVIfuB?4lnmaOuldE54GE?Gz1 om? 2 Scale = 1:14.5 3• 2x4 5�- 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) • • • • see PLATES GRIP MT20 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 end 3. This connection is for uplift only and does not consider lateral forces. Continued on page 2 Job iTruss Truss Type Qty Ply A0029805 11-17-20 V10 !VALLEY 3 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:50 2021 Page 2 ID:V r1sfpazXgsZabHXbvpKY1 yGh4U-HiSgThrORYwsE08RVlfu8?41nmaOuldE54GE?Gzt om? LOAD CASE(S) Standard *see .... . .. ..... .. . . ..... . . . . ...... • .. .. .. •so . ...... 00 .. Qty Ply A0029806' Job Truss Truss Type 11-17-20 V13 VALLEY 22-0-4 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:50 2021 Page 1 ID:VTlsfpazXgsZabHXbvpKY1 yGh4U-HiSgThrORYwsE08RVlfu8?4TKmftuHFE54GE?Gzt om? Scale = 1:35.4 3x4 = 0000 1 17 2 18 193 4 5 20 21 6 • •7 •••••• ••a••• •• •••• ••••• •• • ••• T T T T •••0 T1 • • •••• •• • • • •i • • • • 16 15 14 13 12 11 •• ••10 •• • ••9 ••• • •••••• • • 3x4 = • • • •• • • • • •••••• •• • • • • • 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 0.25 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 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=-392/2961 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=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 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) All plates are 2x4 MT20 unless otherwise indicated. Contlriued on page 2 Job Truss Truss Type Qty Ply A0029806 11-17-20 V13 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:50 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-HiSgThrORYwsE08RVIfu8?4TKmftuHFE54GE?Gz1 om? 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 live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle, 3;6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0 0 00000 ...... 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT �t jt�S) :6, 9, 12.1p, 11, 15, arad 13. This connection is for uplift only and does not consider lateral forces. ' ...... .. . ...... LOAD CASE(S) Standard • • • .... . .. ..... ...... .. . ..... .. .. .. . ...... . . .. . ...... Job Truss Truss Type 11-17-20 V14 VALLEY 12 10 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. TCLL 30.0 Plate Grip DOL 1.33 TC 0.24 TCDL 15.0 Lumber DOL 1.33 BC 0.12 BCLL 0.0 " Rep Stress Incr YES WB 0.09 BCDL 10.0 Code FBC2017/TP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 Qty Ply A0029807 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:50 2021 Page 1 ID:V r1sfpazXgsZabHXbvpKY1 yGh4U-HiSgThrQRYwsE08RVlfu8?4TTmfyuHHE54GE?Gz1 om? I Scale: 3/8"=1' • •••• •••••• 8 • • • 7 • • DEFL in (loc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(CT) n/a - n/a 999 Horz(CT) 0.00 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 74 lb FT = : BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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 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. gg)� All latPs are 2x4 MT20 unless otherwise indicated. Continuedon page 2 Job Truss Truss Type Qty Ply A0029807 11-17-20 V14 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:50 2021 Page 2 I D:VTlsfpazXgsZabHXbvpKY1 yGh4U-HiSgThrQRYwsE08RVIfu8?4TTmfyuHH E54GE?Gz1 om? 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 live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectanglem9+6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ease """ 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT%0js;12, 7.8P9,911, and 108. This connection is for uplift only and does not consider lateral forces. 000000 • • 008666 • ...... • ...... LOADCASE(S) Standard ••+• •• • • ...... .. . ..... • • •• • •••••• • • • ++ ' Job Truss Truss Type Qty Ply A0029808 11-17-20 V15 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:51 2021 Page 1 ID:V rlsfpazXgsZabHXbvpKY1 yGh4U-IvOCg 1 r2Cs2jsAje3SA7gCda2Aygdk3NKkOnXjz1 om_ 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 3x4 II 3x4= • • �••••� 13 12 10 9 •••• • • • •••••• Scale = 1:44.0 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) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl Ud PLATES GRIP TCLL 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 1 BC 0.27 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-R Weight: 81 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 bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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) 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 adequate drainage to prevent water ponding. Continued on page 2 Job Truss Truss Type oty Ply A0029808 11-17-20 V15 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:51 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-IvOCgt r2Cs2jsAje3SA7gCda2Aygdk3NKkOnXjz1 om_ 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 3-6-0 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) 13, 8, 12'eff,.10, and 9. • • This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard •; • .... . .. ..... ...... .. . ..... .. .. .. . ...... . . .. . ...... Job Truss Truss Type Qty Ply A0029809 11-17-20 V16 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:51 2021 Page 1 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-IvOCg1 r2Cs2jsAje3SA7gCdeAA?BdkXNKkOnXjz1 om_ 24-0-4 24-0-4 Scale = 1:38.6 5x6 = •••• 1 ,G 2 31r 17 4 18 5 19 6 -20 • 7 • T T T T ••••••• T •• • OW••••e• • 14 13 12 11 5x6 = 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/dell 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 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. 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 23-10-8 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. Continued on page 2 Qty Ply A0029809 Job Truss Truss Type 11-17-20 V16 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:51 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-IvOCg1 r2Cs2jsAje3SA7gCdeAA?BdkXNKkOnXjzt om_ 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 rectangles 6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 0 0 00000...... 7) One RT3A USP connectors recommended to connect truss to bearing walls due to UPLIFT �t jt(�)�14, 8, 1.1.A 10, 13, arvf 12. This connection is for uplift only and does not consider lateral forces. ...... : ...... . ...... . . . LOAD CASE(S) Standard .... . .. ..... ...... .. . ..... .. .. .. . ...... . . .. . ...... . . ...... Qty Ply A0029810 Job Truss Truss Type 11-17-20 V2 VALLEY 2-0-0 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:47 2021 Page 1 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-t7nhggoY9dXHNZPtgd5BWMS?OYfBhxuoP62a0yz1=2 Scale = 1:7.3 4.00 12 2 - 3 • • • • •••• •••••• T T1 • • • • •••••• •• • •••••• OF • ••• • • • Bt •••• •• • • • •••• • ••••• • • • • • • • 0000 ••• • • • • • •• • • 2x4 � 2x4 � • 4-0-0 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 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 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 A0029810 11-17-20 V2 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:47 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-t7nhggoY9dXHNZPtgdSBWMS?OYfBhxuoP62aOyz1 om2 NOTES- 6) 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. LOAD CASE(S) Standard sees . . .... ...... ...... .. . ...... •Soo .. . ... . .. 00:0 ...... .. . ..... .. •• .. . ...... . . •• • ...... • • Job Truss Truss Type Qty Ply A0029811 11-17-20 ' V3 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:48 2021 Page 1 ID:VTlstpazXgsZabHXbvpKY1 yGh4U-LKL42?pAwxgB?L3OKdQ3a?6ky_uQNkxemn7xOz 1 om 1 4.00 12 4x5 = 2 4 • • • •• 2x4 2x4 II •• 12x4 i•••i• Scale = 1:14.3 • • LOADING (psf) I 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 1 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 rectanc� le 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. Continue i7 on page 2 Job Truss Truss Type Qty Ply A0029811 11-17-20 V3 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:48 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKY1yGh4U-LKL42?pAwxg8?L3OKdQ3a?64_uQNkxemn7xOz1om1 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 •ego "goes eeeere •• • •sees• • •oe• • •• goes• •• •• •e o •ego•• • ooeee• • s • • •o • •eeoe• • • • s• • • • • • owes• sso•e• Job Truss Truss Type (sty Ply A0029812 11-17-20 V4 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:48 2021 Page 1 ID:VrlsfpazXgsZabHXbvpKYlyGh4U-LKL42?pAwxgB?L3OKdO3a?8Sy_GONnxemn7xOzlomt n 12-0-0 4.00 5-2 45 = 3 Scale = 1:18.6 •••••• •• • ••••• % 8 7 3x4 2x4 II 2x4 II 2x4 II •••••• •••••�x4� •••••• • • • • • • • •• • •••••• • • • •• • • •• • • • • • 12-0-0 •••••• I �n n_n • 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 0.15 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 at joint(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 A0029812 11-17-20 V4 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:48 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-LKL42?pAwxg8?L3OKdQ3a?8Sy_GQNnxemn7xOz1 om1 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 see* . . .... ...... ...... .. . ...... .... . .. ..... .. .. .. . ...... . . .. . ...... • • . . ...... • 0 0 0 • • Job Truss Truss Type aty Ply A0029813 11-17-20 V5 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:48 2021 Page 1 ID:VTlsfpazXgsZabHXbvpKY1 yGh4U-LKL42?pAwxg8?L3OKdQ3a?7?y—gQNgxemn7xOz 1 om 1 8-0-0 16-0-0 8-0-0 6-0-0 Scale = 1:24.8 4x5 = n nn 111;5- 3 3x4 8 7 2x4 11 2x4 11 16-0-0 •B�••� �••�•• 3x4�••• 02K4.1 0 • • • • • • • • • • •••••• • • • • • • • • • • • • • • • • • • • • • • • 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 & MW FRS 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 Oty Ply A0029813 11-17-20 V5 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:48 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-LKL42?pAwxg8?L3OKdQ3a?7?y_gQNgxemn7xOz1 om1 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 A0029814' 11-17-20 V6 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:49 2021 Page 1 ID:VTIsfpazXgsZabHXbvpKYt yGh4U-p WvSFLgohEo?dtZFx28fbnYF9MIY9gd5tQXhTgz1 om0 5-9-15 10-0-0 14-2-1 20-0-0 5-9-15 4-2-1 4-2-i 5-9-15 Scale = 1:31.0 45 = 3x4 98 7 6 •••••• •• • 39t4N0 4x5 = 2x4 II 2x4 R• •• •• • •••••• • • • •• • •••••• • • ' • • 5-9-15 14-2-1 : zaod • 5-9-15 8-4-3 • 5-9-15 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 3) Gable re Tires continuous bottom chord bearing. Continued o) page 2 'Job Truss Truss Type Qty Ply A0029814 11-17-20 V6 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:49 2021 Page 2 ID:VTIstpazXgsZabHXbvpKY1yGh4U-pWvSFLgohEo?dtZFx28fbnYF9MIY9gd5tQXhTgzlom0 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 fees . . .... afe•fa . . • •esfff of • .sees. •fso$• Soso:ease: ..... .. . ..... • • f • • •f •s se f eef•s• a ssos•• f • • • •• • see*f so f • s • e •fff•a Job Truss Truss Type Qty Ply A0029815 11-17-20 V7 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:49 2021 Page 1 ID:VTIstpazXgsZabHXbvpKY1 yGh4U-pWvSFLgohEo?dtZFx28fbnYLwmLt9rN5tQXhTgz1 om0 2-0-0 4-0-0 2-0-0 - 2-0-0 Scale = 1:7.3 4.00 12 2 3 2x4 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in TCLL 30.0 Plate Grip DOL 1.33 TC 0.06 Vert(LL) n/a TCDL 15.0 Lumber DOL 1.33 BC 0.06 Vert(CT) n/a BCLL 0.0 *', Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD 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) 2x4 zz- (10c) 3 • I/d%Io :L/d n/a 999 n/a 999 n/a n/a •••• •••••• • •••••• • • PLATES ; • -SFVP Urn 244/190 Weight: 9 lb FT = ; Structural wood sheathing directly applied or 4-0-0 oc purlins. 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. 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 A0029815 11-17-20 V7 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:49 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-pWvSFLgohEo?dtZFx28fbnYLWMLf9rN5tQXhTgz 1 om0 NOTES- 6) 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. LOAD CASE(S) Standard . . .... ...... . . .... . .. ..... . ..... 00*00 000040 .. .. .. . ...... . . .. .see ...... • • • • 0 0 0 • • •• • • • • • •000a0 Job Truss Truss Type Qty Ply A0029816 11-17-20 V8 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:49 2021 Page 1 I D:VTlsfpazXgsZabHXbvpKYt yGh4U-p WvSFLgoh Eo?dtZFx28fbnYHNMKC9q_5tQXhTgz 1 om0 4.00 12 2x4 4x5 = 2x4 11 • .••• •• .2x4 = Scale = 1:12.6 • •••••• ••••• 4-0-0 •6.101%• •• • •••••• • 4-0-0 ��• • • • LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/defl . •Ud ; • P IPES , • • •dAIP n/a. • Z)99 . MT.20 • • */190 TCLL 30.0 Plate Grip DOL 1.33 TC 0.26 Vert(LL) n/a - ; TCDL 15.0 Lumber DOL 1.33 BC 0.09 Vert(CT) n/a - n/a 999 :' • • • 0 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 A0029816 11-17-20 V8 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:49 2021 Page 2 ID:VTIsfpazXgsZabHXbvpKYlyGh4U-pWvSFLgohEo?dtZFx28fbnYHNMKC9q_StoxhTgzlom0 NOTES- 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, 3, and 4. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard Qty Ply A0029817 Job 11-17-20 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 Truss Truss Type V9 VALLEY 6-0-0 2x4 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:49 2021 Page 1 ID:VTIsfpazXgsZabHXbvpKY1 yGh4U-pWvSFLgohEo?dtZFx28fbnYB2MIM9gr5tQXhTgz1 om0 4x5 = 2x4 11 2 3 5 •••• so 4 2x4 II '••2X* II ••• '. • •• 6-0-0 •• •• -10-8 we • 6-0-0 • • 0-8 ' OLi4T.eS SPACING- 2-0-0 CSI. DEFL in (loc) I/deft: •�.d Plate Grip DOL 1.33 TC 0.67 Vert(LL) n/a - n/a " 999 VIIT20 Lumber DOL 1.33 BC 0.21 Vert(CT) n/a - n/a 999 • Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 4 n/a n/a Code FBC2017/TP12014 Matrix-P Scale = 1:15.4 •••••• • •••••• 000000 o • GRIP :'244/: 90 Weight: 24 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 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 Job Truss Truss Type Qty Ply A0029817 11-17-20 V9 VALLEY 1 1 Job Reference (optional) 8.430 s Jan 20 2021 MiTek Industries, Inc. Mon Jun 28 09:49:49 2021 Page 2 ID:VTIstpazXgsZabHXbvpKYlyGh4U-pWvSFLgohEo?dtZFx28fbnYB2MIM9gr5tOXhTgzlom0 NOTES- 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, 4, and 5. This connection is for uplift only and does not consider lateral forces. LOAD CASE(S) Standard . . .... ...... ...... .. . ..... . .... . .• ....• ...... .. . ..... .. .. 00.0 ...... . . .. . ...... . .... .. .. . . . . . ...... This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in_personal injury or damage to. structures. HIB-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace 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 superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses fora particular roof orfloor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contra or, licensed contractor, erector or erection contractor is ad- vised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB-91" from the Truss Plate Institute. Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. DANGER: A DANGER designate-s a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal,iniury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 personnel inthewoodtruss industry, but must, duetothe.Alb?e'gjresponsibilities involved, be presented as a guide fort* usg bt a qualifi"llU?Iding de9f,�" 41* installer. Thus, theTruss Plate Institute, Ind. expressly disc leit»�s�eny responsibility for damages arising from the use, applicatkm"reliance on*e recommeia"iar" and information contained herein by bwi"rig.designers, installers, and others. Copyright © by Truss Plate Institute, Inc. Ju pghts resg,ryed.,This docL rtidM 151 any part thereof must not be reproduced jq jrWform wRhdut w Atten per mis si on of the publisher. Printed in the United States of America. CAUTION: All tempof ry'tiracing sWoLhd be nd Mf1k: than 2x4 grade marUg Dumber. Air connectiorfs ,should be made witl� minimum i;f Q-16d nails �dID trusses assumed 2' dq,Mrtter orJessti All mu,it•pty' trusses should be connected t0§l§stI1dr in 'accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. WARNING Do not break banding until installs- y tion begins oraift bundled trusses by the bands. Trusses stored vertically should be braced to prevent toppling or tipping. 1ADANGER: Do not store bundles upright unless properly braced. R$ v_� DANGER: Walking on trusses which are lying WARNING: Do not use damaged trusses. flat is extremely dangerous and should be strictly prohibited. Frame 1 Tag Line WARNING: Do not attach cables, chains, or WARNING: Do not lift sing letrusseswith spans hooks to the web members. greater than 30' by the peak. so° 60° or less or less Approximately Approximately Tag 1/2 truss length 1/2 truss length Line Truss spans less than 30'. LI•n• Spreader Bar Toe In MECHANICAL INSTALLATION Ing devices should be connected to the truss top chord with a closed -loop Strongback/ attachment utilizing materials such as SpreaderBar slings, chains, cables, nylon strapping, Toe In 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 10, Approximately --1 1, the lifting device until the ends of the �. •.. • ftDroximpteiv 1 • • 1/2 to Y3 truss length truss are securely fastened and tempo- 33t o'/+true :Ie agth •) • • 0 Less than or equal to 60' 1rary bracing is installed. ... hreater than 60' . e Tag ...... e . Line Tag .... • • .. • . • . . • Line •..• . .. • ..... • Spreader Bar Strongback/ •••••• •• • • 0' • •10' •••�• SpreaderBar • • • • • • • Toe In Toe In • • .;.... At or above L mid -height mid --height ' • ' � ; Approximately • • A0proxin ll • � IL • �, Y • • Is ;i '/2 to Y3 truss length Y3 to 3/� trusq length Less than or equal to 60' Tag Line Line Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of ,r trusses with similar configurations. Consult a registered professional engineer if a different k.T,+, bracing' arrangement` is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, D$P-89, and in some cases determine that :a widerspacing is possible. GROUND BRACING: BUILDING INTERIOR Of truss of bra Group of truss"' tnt brace (E,Bj� ,,71J / adequate d adequ ate capacity to support grow braces - 2nd I, .or GROUND BRACING: BUILDING EXTERIOR Weral (LBO 1st truss of brae group of trusses End brace (ES) Typical horizontal tie member with multiple stakes (HT) Frame 2 12 __7 4 or greater O SASPS 0 Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- 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. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) # trusses SP/DF SPF/HF Up to 32' 4 12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' 1 See a registered professional engineer OF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 10' or Greater .•• • f � , ,4'itachm�Rt•;'• • . • *Required • • ...... • • • ATM[) TRUSS WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. SPAN MINIMUM PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONALBRACE SPACING (DBS) [# trusses] SP/DF SPF/HF Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3. 1 5' S 3 Over 60' See a registered professional engineer OF - Douglas Fir -Larch HF - Hem -Fir Continuous T^ r'k^,,+ Lateral Bra( Required 10'orG Attachmen Required SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. � • pQO� @rry . ti ey fir( Top chords that are laterally braced can buckle 9riQ�� togetherandcause collapse ifthere isnodiago- nal bracing. Diagonal bracing should be nailed �rl, to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS Frame 3 12 —7 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] Up to 32' 1 4/12 15' 1 20 1 15 Over 32' - 48' 4/12 15' 10 1 7 Over 48- 60' 4/12 15' 6 1 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Audateral braces • • �lgred at leasta - •• .t�repsgs. '. ..... .. . ...... • • • • • • BurroaMH D PLANE ;� WARNINia Fallureitofoifowthese'recorr mer datwns could result in `szevere`personal Injury or damageatrusses or pwldings: 110 ass ?O. Permanent Ps continuous - lateral bracing 90 as specified by the truss engineering. Cross bracing repeated at each end of the building and at 20' Intervals. WEB MEMBER PLANE Frame 4 SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) # trusses SP/DF SPF/HF Up to 32' 30" 1 8' 16 10 Over 32' - 48' 42" 1 6' 1 6 4 Over 48'- 60' 48" 1 5' 1 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine FW - Hem -Fir SPF - Spruce -Pine -Fir 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 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. Continuous Top Chord Lateral Brace T Required 10" or Greater Attachment Required __/ ;0 20'(DBs) T�usse fi9es SPF�FIF� 2°• 01. �en The end diagonal brace 1R cf for cantilevered End diagonals aressentiai'.fo trusses must be stability and must be duplicate placed on vertical both ends of the truss system. webs in line with the support. WARNING: Failure to follow these recommendations could result in - severe personal injury or damage to trusses or buildings. 30" or greater •••••• 4x2 PARALLEL CHORD TRUSSJOP CHORD Continuous Top Chord Top chords that are laterally braced can buckle Lateral Brace togetherand causecollapse if there isno diago- Required nal bracing. Diagonal bracing should be nailed \ to the underside of the top chord when purlins 10" or Greater are attached to the topside of the top chord. i Attachment 15 Required 1�01 30•(pQ �5 lg Trusses 2' r Trussesmusthavelum - t r r £ ber oriented in the hori- All lateral zontal direction to use - �� a� � ��'��,-s.: braces lapped _—% x y� 1+, this brace spacing. at least two �� • ^,� . mousses. �450 End diagonals are essential for / stability and must be duplicated on - - -- both ends of the truss system. Frame 5 SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOPCHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP DF SPF HF Up to 24' 3/12 1 8' 17 12 Over 24' - 42' 3/12 1 7' 10 6 Over 42' - 54' 3/12 1 6' 6 OF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 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. MONO TRUSS PLUMB 4 ryas ey �Q 12 L 3 or 9 greater All lateral braces Y lapped at least 2 .`1tdsses. . .... ...... ...... .. . ...... • C orRinuousf olb rCrd • • es Lateral Brace • • ` Ve*4ired ."..• •.• `: `1�" or Greate? ' • • ` AttachnZ" . : • • RequirAd WARNING: Failure to followthese recommendations could result in severe personal tnjury or damageto trusses or buildings. I I I Truss Depth D(in) I I Lesser of D/50 or 2" i Maximum Plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1 /4" 1 ' 24" 1 2" 2, 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3 4" 7' 96" 2" 8' 108" 2" 9' ±t/e" i T a' L(in) L(in) L/200 L(ft) 50" 14" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' Length L(in) Lesser of L/200 or 2" BOW L(in) Lesser of L/200 or 2" L(In) LJ200 L(ft) 200" 1 " 16.7' 250" 1-1 /4" 20.8' 125.0' 300" 1-1/2"' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. BANGER: Under no circumstances should WARNING Do not cut trusses construction loadsofanydescriptionbeplaced on unbraced. trusses. . _ Frame 6