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RC-19-227Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 150 NW 108TH ST, Miami Shores, FL 33168 1121360100050 Contacts PermitNO.: RC-01-19-27 Permit Type: Building (Residential) Work Classification: Atteration Permit Status: Approved Expiration: 08/13/2019 CHARLES ROSE Owner D M G CONSTRUCTION COMPANY INC Contractor 150 NW 108 ST ALEJANDRO DAVILA Other: 9548823338 4080 SW 61 AVE 7, DAVIE, FL 33314 Business:9547068624 dakota@bhhomeimprovement.com Mobile: 9543055678 Inspection Description: RETRO FIT ROOF TO WALL CONNECTIONS Valuation: $ 2,000.00 e uests: Ins Ins 7Eection R9 TO REPLACE EXPIRED PERMIT RF-2-18-369 Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Notary Fee $5.00 Permit Fee $50.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $2.50 Total: $167.10 Building Department Copy Payments Date Paid Amt Paid Total Fees $167.10 Credit Card 02/14/2019 $167.10 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I pertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regul4bQ construction zoning. Futhermore, I authorize the above named contractor to do the work stated. Signature: Owner / Applicant / /cont�rp6or / Agent February 14, 2019 Page 2 of 2 Miami Shores Village �Ap Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 P��1 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 64/tn FnBC20t � c BUILDING Master Permit No. z+ I6 -S5 PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION 811RENEWAL F-IPLUMBING ❑ MECHANICAL Ej PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR JOB ADDRESS: 150 /i.PW /agr '5 1—i to DRAWINGS Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): C11h7Qz' s 2.gs 5' Phone#: q " b r- z I �� o Address: 1,50 41 W .4D 7 City: Miter l A4A945 State: Zip: 3 3l 15 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �'�yY1 C5rf?2uC�Zc37� Cm lac Phone#: q /—,305-- �& Address: L(_O DSO 6W 6 1 Au I ��-- City: Dzu /f- State: 71 Zip: 3_33 % 7 Qualifier Name: &njr_s .1 pl'Y> lO W I LA Phone#: !} T_ _ 3' T^ 56 State Certification or Registration #: c ri c. 151©Y60 Certificate of Competency #: / DESIGNER: Archit t/Engineer 2 13� o Cc�tl")'ri�, P-AS Phone#: ��- 1669— 5_­3 v Iz Address: S(t( i{y S''lr' City: MI 'dM / State: L1 Zip: Value of Work for this Permit'$_ . _ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: R ft= Eft AQQ IF 4o I"/& LL, "AtAl FC��4�4 Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding'Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I_ Signature Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this day of Tn n 20 19 by i ho is�p sseonnallyy known to me or who has produced 1 �As identification and who did take an oath. NOTARY CO The foregoing instrument was acknowledged before me this day of IN 20 by in IWho is personally known to me or who has producedt 1tJ 1.9 - - 65L�Utls identification and who did take an oath. NOTARY PUBLIC: •.�'pV P�4•.,• MAHARAI K. GONZALEZ Sig ?? ¢ : MY COMMISSION # GG 044602 EXPIRES: Novem er , ZM Print: -"r • • o? Bonded Thru Notary Public Underwriters Print' ,.,a , LLl NY ABICHIET Seal: Seal: • : MY COMMISSION # FF948634 EXPIRES January 06, 2020 i •�Ci1399-0�53 FloridallowyService con, APPROVED BY f Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) v yr CONSTRUCTION COMPANY, INC. February 04, 2019 State of Florida County of Broward Iq CONSTRUCTION 1 ROOFING 1 RESTORATION 4080-7 SW 61 Ave. 7951-2 Davie, Fl 33314 Phone: (954)305-56781(954) 706-8624 State General Contractor Lie. # CGC-1510860 State Roofing Contractor Lie. # CCC-1328138 State Building Inspector Lie. #BN- 6657 HI -Rise • Condos • Commercial • Residential • HOA's Before me this day personally appeared ALEJANDRO DAVILA who, being duly sworn, deposed and says: That he or she will be the only person working on the project located at : Signature Sworn to (or affirmed) and subscribed before me this I a day of Fe--6rL" , 2019 Personally know Or produced identification Type of identification Produced 1- q—F4W'.--.Vn2W- W� P� �f•-•kS:!-• • TASHA LYNN SOLOMON MY COMMISSION # GG020288 a','►oy: EXPIRES September 16, 2020 Concrete Restoration * Wateruroofine * Paintine * Custom Construction * Structural Blde. Insuections 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: 1. 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 the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: ( A=,� Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of I CAn 20�. By (—r `o f le S �2_%c­lf> who is perso lly known to me or has produced 1 � as identification. No SEAL: PrAMPTO conTRfRfls P.f P-t. # 21524 k F c; E E D 7066 SW 44 ST IAMAI, fl 33155 Pit: 505-668-5792 fflX: 786:513-3754 IAN 3 1 1019 i 1TH AL! )EInAL TO COMPUANC!= ATF ANN ( rt IN ( mUI_ �S AN7 Rf (;U' AT ( :5 cal I ct - 221 RfTROfIT ROOf TO WE CONCTIOn flT 150 nW 108 ST MIflMI SURFS, fL 33168 STRAP TIE WOOD TO CONCRETE (1 membersl CONNECTOR DESCRIPTION: STEEL PLATE (A36) GALVANIZED 18GA SHEET ASTM A653 CS-B G90 ALLOWABLE LOAD: E := 29000000 •psi Uplift := 700•1b Fy := 36000 •psi From SAP 2000 Output: Ft := 20000 •psi REACTION: Fv := 14400•psi Tension =:= 350•1b Shear =:= 205 •lb TENSION IN PLATE: Tension = Tp := 405.37.1b Geometric Properties: TRY (1) 1.0" 18ga STEEL PLATE A-36 Thckness of truss plate in contact with wood member Gross width of truss plate Bmin &�` = 1 in Plate thick t := 0.052in Diameter ofAnchor A:= .25in Fracture net section B net bn := bef - d bn = 0.8 in Aprov := (bn•t) Aprov = 0.039•in Allowable Tension (18 ga 1" Legs) Pn := Aprov•Ft Pn = 7801b Control := if (Tp > Pn , 'NO TOK" , "OK") lControi = "OK" CONNECTION TO TIE BEAM: ANCHOR BOLT CALCULATIONS: Tapcon Diameter = 4) := 1- -in 4 edge distancia =>3" OK embedment=>1-3/4" OK Tapcon QTY = Sqty := 1 LOAD PER TAPCON: Tension per'Tapcon = Tbolt :_ T Tbolt - 3501b (Sgty) — Shear per Tapcon= Vbolt := V (Sgty) Vbolt = 205lb CHECKINGANCHOR BOLT COMBINED STRESS From Table Tapcon specifications (NOA 12-0816.06) Allowable Tension = Tallow := 508 -lb Allowable Shear = Vallow := 421 - lb C Tbolt 1 ( Vallow) Vbolt ) Tallow Factor :_ + Factor = 1.176 kArAL:= if ( Factor > 1.2 , "NO TOK" , "OK") lControl = "OK" CHECKING WOOD MEMBER LOCAL COMPRESSION USE South Yellow Pine No. 2 Specific Gravity "G" = 55 Compression Perpendicular to Grain Fcomp := 595 •psi b := 1.5 •in Contact Area = Awood := b • bef Awood = 1.5 -in2 Uplift fcomp := fcomp = 350.9•psi fapplied := Fcomp-Awood-1.33 Awood- 1.33 fapplied = 1187lb if (fcomp < 1.33Fcomp , "OK", "NOT OK") Icontrol = "OK" USE 1.0" 18ga STEEL PLATE WRAP AROUND WOOD MEMBERAND CONNECT :ONCRETE TIE BEAN W/ (2) 1/4" TAPCON X 1-3/4" MIN. EMBEDMENT IN :ONCRETE BEAM 3000psi) SAP2000 Analysis Report Prepared by IR Model Name: plate 2D angle 60.sdb October 29, 2016 plate 2D angle 60.sdb SAP2000 v15.0.0 - Contents October 29, 2016 Contents 1. Model geometry ........................................................................................................................................................ 3 1.1. Joint coordinates............................................................................................................................................ 3 1.2. Joint restraints................................................................................................................................................ 3 1.3. Element connectivity ...................................................................................................................................... 3 2. Material properties.................................................................................................................................................... 4 3. Section properties..................................................................................................................................................... 4 3.1. Frames........................................................................................................................................................... 4 4. Load pattems............................................................................................................................................................ 5 4.1. Definitions...................................................................................................................................................... 5 5. Load cases............................................................................................................................................................... 5 5.1. Definitions...................................................................................................................................................... 5 5.2. Static case load assignments......................................................................................................................... 6 6. Load combinations.................................................................................................................................................... 6 7. Structure results........................................................................................................................................................ 7 7.2. Base reactions............................................................................................................................................... 7 8. Joint results.............................................................................................................................................................. 7 9. Frame results............................................................................................................................................................ 8 List of Figures Figure1: Finite element model...................................................................................................................................... 3 Figure2: Deformed shape............................................................................................................................................ 7 List of Tables Table1: Joint Coordinates............................................................................................................................................ 3 Table 2: Joint Restraint Assignments............................................................................................................................ 3 Table3: Connectivity - Frame....................................................................................................................................... 3 Table 4: Frame Section Assignments............................................................................................................................ 4 Table 5: Material Properties 02 - Basic Mechanical Properties...................................................................................... 4 Table 6: Material Properties 03a - Steel Data................................................................................................................ 4 Table 8: Frame Section Properties 01 - General. Part 1 of 4.......................................................................................... 4 Table 8: Frame Section Properties 01 - General. Part 2 of 4.......................................................................................... 5 Table 8: Frame Section Properties 01 - General. Part 3 of 4.......................................................................................... 5 Table 8: Frame Section Properties 01 - General, Part 4 of 4.......................................................................................... 5 Table10: Load Pattern Definitions................................................................................................................................ 5 Table11: Load Case Definitions................................................................................................................................... 6 Table 12: Case - Static 1 - Load Assignments............................................................................................................... 6 Table14: Combination Definitions................................................................................................................................. 6 Table16: Base Reactions............................................................................................................................................. 7 Table17: Joint Displacements...................................................................................................................................... 7 Table18: Joint Reactions.............................................................................................................................................. 7 Table 19: Element Forces - Frames Part 1 of 3............................................................................................................ 8 Table 19: Element Forces - Frames Part 2 of 3............................................................................................................ 8 Table 19: Element Forces - Frames. Part 3 of 3............................................................................................................ 8 home Page 2 of 8 plate 2D angle 60.sdb 1. Model geometry SAP2000 v15.0.0 - October 29, 2016 1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity. Figure 1: Finite element model 1.1. Joint coordinates Table 1: Joint Coordinates Table 1: Joint Coordinates }� Joint 3it1 CoordSys CoordType GhobalX GlobalYJ in * in. GlobalZ in 2 GLOBAL Cartesian 6.914 0.000 5.022 3 GLOBAL Cartesian 11.872 0.000 13.609 4 GLOBAL Cartesian 13.372 0.000 13.609 6 GLOBAL Cartesian 18.329 0.000 5.022 1.2. Joint restraints Table 2: Joint Restraint Assignments Table 2: Joint Restraint Assignments Joint U1 L_.L2_j U3 R2 R3 ss 2 Yes Yes Yes No No No 6 Yes Yes Yes No No No 1.3. Element connectivity Table 3: Connectivity - Frame Table 3: Connectivity -Frame FrameJointl Joint) A Lengtht In` 2 2 3 9.915 3 3 4 1.500 5 6 4 9.915 home Page 3 of 8 plate 2D angle 60.sdb 2. Material properties Table 4: Frame Section Assignments Table 4: Frame Section Assignments Frame AnalSect L DesignSect I - MatProp 2 PLATE PLATE Default 3 PLATE PLATE Default 5 PLATE PLATE Default 2. Material properties This section provides material property information for materials used in the model. Table 5: Material Properties 02 - Basic Mechanical Properties Table 5: Material Properties 02 -Basic Mechanical Properties Material UnitWeigh UnitMat , E1 G121T 1. U12 A7 Lb-s2rrr4 LbAn2_ A500GrB42 2.8356E-01 7.3446E-04 29000000. 11153846. 0.300000 6.5000E-06 00 15 A992Fy50 2.8356E-01 7.3446E-04 29000000. 11153846. 0.300000 6.5000E-06 00 15 Table 6: Material Properties 03a - Steel Data Table 6: Material Properties 03a -Steel Data Material F Fu; FinalSlopef n2" A500GrB42 42000.00 58000.00-0.100000 A992Fy50 50000.00 65000.00-0.100000 3. Section properties This section provides section property information for objects used in the model. 3.1. Frames Table 8: Frame Section Properties 01 - General, Part 1 of 4 Table 8: Frame Section Properties 01 - General, Part 1 of 4 SAP2000 05.0.0 - October 29, 2016 SectionName Material J I Shape € t3 1:2 - Area TorsConst n 0 n m - ..::,'. n2 ,.R , A �f 17 PLATE A500GrB42 Angle 2.0000 0.0748 0.0100 0.0747 0.15 2.735E-04 home Page 4 of 8 plate 2D angle 60.sdb 4. Load patterns Table 8: Frame Section Properties 01 - General, Part 2 of 4 Table 8: Frame Section Properties 01 - General, Part 2 of 4 SectionName 133 122 AS2 AS3 ti 4 PLATE 4.980E-02 6.947E-05 0.15 7.480E-04 Table 8: Frame Section Properties 01 - General, Part 3 of 4 Table 8: Frame Section Properties 01 -General, Part 3 of 4 SectionName. ] S331 ISS221` , .......... Z�333r' �n3.. -Z22 asw3_ R33 .. iLa R22 in PLATE 4.980E-02 1.855E-03 7.470E-02 2.790E-03 0.5774 0.0216 Table 8: Frame Section Properties 01 - General, Part 4 of 4 Table 8: Frame Section Properties 01 - General, Part 4 of 4 SAP2000 v15.0.0 - October 29, 2016 SectionName ft AModl A2Mod_ j A3Mod JMod 12Mod 13Mod MMod WMod c PLATE 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 4. Load patterns This section provides loading information as applied to the model. 4.1. Definitions Table 10: Load Pattern Definitions Table 10: Load Pattern Definitions f j LoadPat DesignTyppee`f 'SeItWtMult k AutoLoad F. d WIND WIND 0.000000 None 5. Load cases This section provides load case information. 5.1. Definitions home Page 5 of 8 plate 2D angle 60.sdb 6. Load combinations SAP2000 05.0.0 - October 29, 2016 Table 11: Load Case Definitions Table 11: Load Case Definitions Case Ty�ain on' — o a. 8se: agCase` ActOptg signAct! WIND LinStatic Zero Prog Det Short -Term Composite 5.2. Static case load assignments Table 12: Case - Static 1 - Load Assignments Table 12: Case -Static 1 -Load Assignments Case Load r jo �ni® LoadSt- 5 .. WIND Load pattern WIND 1.000000 6. Load combinations This section provides load combination information. Table 14: Combination Definitions Table 14: Combination Definitions ComboName ComboType CaseName Scale Factor COMB1 Linear Add WIND 1.000000 home Page 6 of 8 plate 2D angle 60.sdb 7. Structure results 7. Structure results This section provides structure results, including items such as structural periods and base reactions. Figure 2: Deformed shape 7.2. Base reactions Table 16: Base Reactions Table 16: Base Reactions OutputCase GlobalFX GlobalFY GlobalFZ GlobalMX - LGlobalMY I I GlobalMZ 1ii L 5.551 E-14 .. ... 0.00 70... n WIND - 050 0.00 8841.55 0.00 8. Joint results This section provides joint results, including items such as displacements and reactions. Table 17: Joint Displacements Table 17: Joint Displacements SAP2000 A 5.0.0 - October 29, 2016 Joint Outputcase� U1 U2 U3 ` R1 R2 R3 _ in in in Radians Radians Radians 2 WIND 0.000000 0.000000 0.000000 3.713E-19 0.012928 3.239E-18 3 WIND -0.000035 2.074E-17 0.001092 -1.723E-18 -0.026614 4.448E-18 4 WIND 0.000035 2.497E-17 0.001092 -1.723E-18 0.026614 1.193E-18 6 WIND 0.000000 0.000000 0.000000 -3.817E-18 -0.012928 -1.554E-20 Table 18: Joint Reactions Table 18: Joint Reactions 11 Joint OutputCase F1 F2 I F3 M1 M2 M3 _ Lb Lb Lb 11 Lb -in Lb -in Lb -in 2 WIND-204.09 0.00 -350.25 0.00 0.00 0.00 6 WIND 204.09 0.00 -350.25 0.00 0.00 0.00 home Page 7 of 8 plate 2D angle 60.sdb 9. Frame results This section provides frame force results. Table 19: Element Forces - Frames, Part 1 of 3 Table 19: Element Forces - Frames, Part 1 of 3 Frame Station I Outputcase U P ji V2 MOL in I Lb Lb g Lb 2 0.000 WIND 405.37 -9.925E-17 1.62 2 4.957 WIND 405.37 -9.925E-17 1.62 2 9.915 WIND 405.37 -9.925E-17 1.62 3 0.000 WIND 204.09 2.145E-14 -350.25 3 1.500 WIND 204.09 -2.145E-14 350.25 5 0.000 WIND 405.37 -9.925E-17 1.62 5 4.957 WIND 405.37 -9.925E-17 1.62 5 9.915 WIND 405.37 -9.925E-17 1.62 Table 19: Element Forces - Frames, Part 2 of 3 Table 19: Element Forces -Frames, Part 2 of 3 SAP2000 v15.0.0 - October 29, 2016 Frame I Station OutputCase M2 S11maxM3 PtS11Max x2S11Max Lbi Lb-in in 2 0.000 WIND 0.00 -1.735E-15 2713.30 0.00 2 -1.0000 2 4.957 WIND 0.00 -8.04 7033.15 4.920E-16 2 -1.0000 2 9.915 WIND 0.00 -16.07 11353.01 9.840E-16 2 -1.0000 3 0.000 WIND 0.00 -16.07 10005.75 9.840E-16 2 -1.0000 3 1.500 WIND 0.00 -16.07 10005.75 9.840E-16 2 -1.0000 5 0.000 WIND 0.00 0.00 2713.30 0.00 0 0.0000 5 4.957 WIND 0.00 -8.04 7033.15 4.920E-16 2 -1.0000 5 9.915 WIND 0.00 -16.07 11353.01 9.840E-16 2 -1.0000 Table 19: Element Forces - Frames, Part 3 of 3 Table 19: Element Forces -Frames, Part 3 of 3 Frame I Station 1n I OutputCase j L �J 1,[� in;_1 __V „ LbAn2� �t 3i1Min x2S11Min i x391 in 2 0.000 WIND 0.0374 2713.30 1 -1.0000 -0.0374 2 4.957 WIND 0.0374 -1618.06 1 -1.0000 -0.0374 2 9.915 WIND 0.0374 -5949.42 1 -1.0000 -0.0374 3 0.000 WIND 0.0374 -7296.68 1 -1.0000 -0.0374 3 1.500 WIND 0.0374 -7296.68 1 -1.0000 -0.0374 5 0.000 WIND 0.0000 2713.30 0 0.0000 0.0000 5 4.957 WIND 0.0374 -1618.06 1 -1.0000 -0.0374 5 9.915 WIND 0.0374 -5949.42 1 -1.0000 -0.0374 home Page 8 of 8 SAP2000 2/1/16 21:46:51 SAP2000 v15.0.0 - File:plate 2D angle 60 - Frame Span Loads (WIND) (As Defined) - Kip, in, F Units 2/1/16 21:49:04 SAP2000 v15.0.0 - File:plate 2D angle 60 - Axial Force Diagram (WIND) - lb, in, F Units I,- SAP2..0-00 2/1/16 21:49:53 C\j c\j CS) CD Ln En m m In ............. --- -i SAP2000 v15.0.0 - File:plate 2D angle 60 - Joint Reactions (WIND) -lb, in, F Units El PL 1" 18ga NAILED TO TRUSS W/ (1) 10d COMMON NAIL 1/8' ROUND WASHER 1/2' / W/ 1/4" TAPCON 1-3/4" i WOOD TRUSS I FRONT VIEW TRUSS CHORDS TOP OF CONC. BEAM TIE BEAM PL 1.0" 16 go NAILED TO TRUSS / 10d COMMON NAIL SECTION STRJCI URr"AL REV[ APPROVED DAT4I GENERAL NOTES:-------------- 1) Design conforms to FBC 2010, IBC 2003 and NDS 2017 2) Structural steel shall conform to ASTM A36, yield strength 36000 psi. Load value shown are based on Steel Stress without 33% increase. All bolt holes are 1/4" diameter. 3) All Nail values in wood conform to NDS 2010 for southern pine, G=0.55. Values for other species shall be adjusted as per NDS 2014. 4) Place strap over truss and verify that are legs are symmetrical (angle and tapcon's distance) 5) Existing strap should renail if is required. PRODUCT CODE PLYS on) MEMBER DIM DESCRIPTION MATERIAL BOLT TO TIE BEAM T01 TRUSS DESIGN LOAD (LBS) GRAVITARY UPLIFT STRAP 700 — — 1 "X20" STRAP Plate 18GA (2) J" topcon (1) 10d — 700 W106 4" REINFORCE ROOF FRAME AT. SCALE 1 1 ".1' 1 SHEET