Loading...
RC-18-3579Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date:12/07/2018 Permit NO.: RC-12-184579 Permit Type: Building {Residential) Work Classif fcatlbrt: Alteration Permit. Status: Approved Expiration: 06/03/2019 Parcel Number 1480 NE 103RD ST, Miami Shores, FL 33138 1132050310070 I Contacts RE INCEPTIO INC MARIA MARTIN 1480 NE 103 ST, MIAMI SHORES, FL 331382626 Owner SD CONSTRUCTION, LLC ADALBERTO PEREZ 328 CRANDON BLVD 33149, KEY BISCAYNE, FL 33149 Business: 7863717969 Contractor Description: ROOF TO WALL CONNECTIONS. RETRO FIT ONLY AT CORNERS. Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Structural Review ($45) Technology Fee Total: $50.00 $1.20 $2.00 $2.00 $0.40 $50.00 $9.00 $45.00 $2.50 $162.10 Valuation: $ 1,950.00 Total Sq Feet: 0.00 Inspection Requests: 305-762-4949 Payments Total Fees Credit Card Credit Card Amount Due: Date Paid 12/03/2018 12/07/2018 Amt Paid $162.10 $50.00 $112.10 $0.00 Building Department Copy 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,equired for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OW' -S GFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in ruction and z�siing. Futhermore, I authorize the above named contractor to do the work stated. A., Ma.inc Authorize Signature: Owner / Applicant / Contractor / Agent compliance with all applicable laws I 2- /7 //g Date December 07, 2018 Page 2 of 2 e BONE WHITE BURGUNDY CHARCOAL GRAY COLONIAL RED DARK BRONZE DOVE GRAY DEEP RED EVERGLADE MOSS FOREST GREEN HARTFORD GREEN HEMLOCK GREEN MANSARD BROWN MEDIUM BRONZE MATTE BLACK ENGLERT® Standard COLORS and COATINGS PERMACOLOR 3500 Full Strength 70% Kynar 500®/Hylar 50000 All colors available in Galvalume and Aluminum To view current SRI values, please visit the Englert website. Colors shown are close to actual finishes however, due to the limitations of printing processes, slight variations may exist. Please contact Englert for actual color chips before ordering. ENERGY STAR PARTNER MILL FINISH GALVALUME-PLUS® PERMAMETALLICS 3500* *Premium priced paint systems. CHAMPAGNE* (Metallic) Mica 2-Coat System COPPER* PREWEATHERED GALVALUME* (Metallic) Mica 2-Coat System MILL FINISH (Metallic) (Aluminum) Made to order — Mica 2-Coat System available in sheets only PACIFIC BLUE PATINA GREEN ROYAL BLUE it u),, Jo, (2 SUNNET BLUE STONE WHITE TERRA COTTA FINISHES THAT MEET ANY DESIGN OBJECTIVE f Englert is one of the few single -source metal roof manufacturers with an in-house coil coating line and an exceptionally broad range of finishes, whether the design calls for a natural weathered appearance or bright, high-performance, full-strength fluorocarbon colors. Custom Colors We can match the color of virtually any material, including brick, wood and fabric. Englert offers short lead times, and our minimum custom -color order requirements are among the industry's lowest. ROOFING KYNAR-COATED STANDARDS IN STOCK - SHEET AND COIL COLORS Galvalume-Plus' Burgundy Bone White Charcoal Gray Colonial Red Dark Bronze Dove Gray Deep Red Everglade Moss Forest Green Hartford Green Hemlock Green Mansard Brown Medium Bronze STEEL ALUMINUM 22g 24g 26g L932 .040 .050 .063 • ✓ ✓ • ✓ NA NA NA NA • • • ✓ ✓ • • • • • ✓ ✓ • ✓ ✓ COLORS Matte Black Pacific Blue Patina Green Royal Blue Slate Blue Slate Gray SunNet Blue Sandstone Stone White Terra Cotta Champagne (Metallic)** opper (Metallic)** ✓ ✓ • Preweathered (Metallic)** Mill Finish (Aluminum)* NA NA NA ✓ ✓ *Made to order —available in sheets only. POLYESTER COATED SHEETS* - ALUMINUM 4'x10' 4'x8' .032 .032 Low -Gloss White I ✓ ✓ COLORS (TWO-SIDED) Bronze *Contact Englert for information on additional polyester colors. ENGLERT INC. 1200 Amboy Avenue, Perth Amboy, NJ 08861 Phone: 732-826-8614 • Fax: 732-826-8865 info@englertinc.com • englertinc.com ENGLERT STEEL ALUMINUM 22g 24g 26g ' .032 .040 .050 .063 • • • ✓ • ✓ • ✓ • ✓ • • • • • • **Mica 2-Coat System ✓ - Standard • - Minimum Quantities Required NA = Not Available Colors shown are close to actual finishes however, due to the limitations of printing processes, slight variations may exist. Please contact Englert for actual color chips before ordering. Specifications subject to change without notice. DISTRIBUTED BY: 90300E BUILDING PERT APPLICATION UILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL 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 ❑ ROOFING ❑ PUBLIC WORKS JOB ADDRESS: / /RO /i/ (i / o 3(3-7-- City: Miami Shores County: RECRWED DE I 03 Z018 BY• F BrCC 20' Master Permit No. .T 1 vQ'5533 Sub Permit No.Vc-.g . .3571-9 ❑ REVISION ❑ EXTENSION El RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: %4/ /' v /l%(T' City:/t,€a/14 ‘ 9/7e- " Tenant/Lessee Name: Email: Construction Type: Flood Zone: i o3 S'--- State: � , lv/Ai BFE: NO FFE: Phone#: 0 S> S6 O - �' SRO g Phone#: Zip: 3 3 / 3 e CONTRACTOR: Company Name: _� .-j',--�ef „�• LC, Address: . y� .3 �,Z,(1 .t j I ,„ �L .4 2 2 L. City: 1 _ i AL ((�ll State: -� /ti Qualifier Name: c fJ-L-Ue, i Pe7,,,1 Z State Certification or Registration #: Phone#: 7 -47/-7 f d 1' Zip: Phone#: C Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Square/Linear Foota of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: (�%!� (-r! dojmZ-`CTX1 Value of Work for this Permit: $ /,, 95 d o /v Specify color of color thru tile: Submittal Fee $E" Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ I (Revised02/24/2014) Bonding Company's Name (if applicable) / �l 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. OWNER or AGENT The foregoing instrument was acknowledged before me this 03 day of O%C'»/�!✓ ,20 tj ,by t i4. ii/6I _6;-,e,i- W/)'Who is personally known to me or who has produced 9l. ,i,(C 3C- S-41 - ✓ jf as • identification and who did take an oath. — O NOTARY PUBLIC: Sign: Print: Seal: *********** SANTIAGMEDINA :°/•'�' Notary Public - State of Florida Commission g GG 229373 1,of0' My Comm, Excises Jun 19. 2022 Bondec through Natrona Notary Assn. APPROVED BY (Revised02/24/2014) * ********************************* ***** ************************** 6'1 Signature CONTRACTOR The foregoing instrument was acknowledged before me this ie day of !iO c7 , 20 0 , by 63� 'r h. 1)-€, t -1, who is personally known to 2:0 me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ,Y 6>- Notary Public - State of Florida • - Commission k GG 120541 My Comm. Expires Jun 29.2021 Bcrded through Aaticral Notary Assr. as Plans Examiner Zoning Structural Review Clerk P[I bfPTO COUTP[RflS P.f P.E # 21522 7066 SW 44 ST Miami FL 33155 PH: 305-668-5792 f«VIEW O./ RfTROfIT ROOf TO MI COnntCTlOf :••••: flT 148011f 105 ST MIflMI SflORtS, fl eeT OE CNod F/�' 21522 ;N * 1 ' 7E OF \•: •••• • • • • • • .. •• •• • • • •• • • • • • .• • •••• • • • • • • • • • • • • .•• • • • • • • : • •.• • • STRAP TIE WOOD TO CONCRETE (1 members) CONNECTOR DESCRIPTION: STEEL PLATE (A36) GALVANIZED 18GA SHEET ASTM A653 CS-B G90 ALLOWABLE LOAD: Uplift := 700.1b From SAP 2000 Output : REACTION: Tension =:= 350.1b Shear = 205 •lb TENSION IN PLATE: Tension = Tp := 405.37•Ib 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' h&c:. lin Plate thick t := 0.052in Diameter of Anchor , := .25in Fracture net section B net bn := bef — d Aprov := (bn.t) bn = 0.8 in Aprov = 0.039•in2 Allowable Tension (18 ga 1" Legs) Pn := Aprov•Ft Pn = 7801b Control := if (Tp > Pn, "NO TOK" , "OK") CONNECTION TO TIE BEAM: ANCHOR BOLT CALCULATIONS: Tapcon Diameter = 4) := 4 •in Control = "OK" edge distancia =>3" OK embedment=>1-3/4" OK Tapcon QTY = Sqty := 1 LOAD PER TAPCON: ' T Tension per Tapcon = Tbolt :— (Sgty) Tbolt = 3501b E := 29000000.psi Fy := 36000.psi Ft := 20000 •psi Fv := 14400.psi • . . .• • • • • , •...I • •• •• • .. • ••.• • • • ••.. ••.. .• .. • . . • • • • • . .. • •••• • .• • • • • •• • .. • • • • • V Shear per Tapcon= Vbolt :_ (Sqty) CHECKING ANCHOR BOLT COMBINED ST RESS From Table Tapcon specifications (NOA 12-0816.06) Allowable Tension = Allowable Shear= Factor := molt 1 r Vbolt J+I\ J `Tallow Vallow Vbolt = 205 Ib Tallow := 508.1b Vallow := 421.1b Factor = 1.176 p, rAIL:= if (Factor > 1.2 , "NO TOK" , "OK") Control = "OK" CHECKING WOOD MEMBER LOCAL COMPRESSION USE South Yellow Pine No. 2 Specific Gravity "G" = 55 • • • • . •. • • • •••. ••.• Compression Perpendicular to Grain Fcomp := 595 .psi • • • ••• •• ••.. • ••..I • •. • • . • .. • b := 1.5 •in Contact Area = Awood := b•bef fcompUplift := fcomp = 350.9•psi Awood• 1.33 Awood = 1.5 •in2 • . . •• • • • . . ••• • fapplied := Fcomp-Awood- 1.33 fapplied = 11871b gmaa-:= if (fcomp < 1.33Fcomp, "OK" , "NOT OK") Control = "OK" USE 1.0" 18ga STEEL PLATE WRAP AROUND WOOD MEMBER AND CONNECT CONCRETE TIE BEAN W/ (2) 1/4" TAPCON X 1-3/4" MIN. EMBEDMENT IN CONCRETE BEAM (3000 psi) •••. .. • • • .. . • • •• • • • • • • • • • • • •• • • • •• • •• • • • • • • •• •••. •.•• • • • • • ..•• •..• • • •• •• . • . • • • • • •• • 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 „ ••••t• 8 • . • List of Figures Figure 1: Finite element model Figure 2: Deformed shape List of Tables Table 1: Table 2: Table 3: Table 4: Table 5: Table 6: Table 8: Table 8: Table 8: Table 8: Table 10: Table 11: Table 12: Table 14: Table 16: Table 17: Table 18: Table 19: Table 19: Table 19: • ••.• • • • •• • • • • •• • •••• • • •••• • •• • • • ••..•• • • . .• • • • • • • • • • •• ••• • • P. • • ••• •• • • • • •• • • ••••• 7 •••.•• • •• • • Joint Coordinates Joint Restraint Assignments Connectivity - Frame Frame Section Assignments Material Properties 02 - Basic Mechanical Properties Material Properties 03a - Steel Data Frame Section Properties 01 - General, Part 1 of 4 Frame Section Properties 01 - General, Part 2 of 4 Frame Section Properties 01 - General, Part 3 of 4 Frame Section Properties 01 - General, Part 4 of 4 Load Pattern Definitions Load Case Definitions • 3 3 4 4 4 4 5 5 5 5 6 6 6 7 7 7 8 8 8 • •• •.• • Case - Static 1 - Load Assignments Combination Definitions Base Reactions Joint Displacements Joint Reactions Element Forces - Frames, Part 1 of 3 Element Forces - Frames, Part 2 of 3 Element Forces - Frames, Part 3 of 3 home Page 2 of 8 plate 2D angle 60.sdb SAP2000 v15.0.0 - 1. Model geometry October 29, 2016 1. Model geometry This section provides model geometry information, including items such as joint coordinates, joint restraints, and element connectivity. J Figure 1: Finite element model 1.1. Joint coordinates Table 1: Joint Coordinates Table 1: Joint Coordinates 2 GLOBAL Cartesian 3 GLOBAL Cartesian 4 GLOBAL Cartesian 6 GLOBAL Cartesian 6.914 11.872 13.372 18.329 0.000 0.000 0.000 0.000 5.022 13.609 13.609 5.022 1.2. Joint restraints Table 2: Joint Restraint Assignments Table 2: Joint Restraint Assignments Joint 2 6 U1 Yes Yes Yes Yes Yes No Yes No No No No No 1.3. Element connectivity Table 3: Connectivity - Frame Table 3: Connectivity - Frame 2 3 5 2 3 6 3 4 4 9.915 1.500 9.915 home Y • • • • •• • • • • •• • •• • • • • ' • •• • • • •••• •••• • • • • • •••• •••• • • •• •• • • • • • • • • • • • •• ••. • •• • • •• ••• • • • • • • •• •• • • • •• • • Page 3 of 8 plate 2D angle 60.sdb SAP2000 v15.0.0 - 2. Material properties October 29, 2016 Table 4: Frame Section Assignments Table 4: Frame Section Assignments 2 PLATE 3 PLATE 5 PLATE PLATE PLATE PLATE Default Default 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 UnitWeight UnitMassl ElG12 U12 Al nit A500GrB42 2.8356E-01 7.3446E-04 29000000. 11153846. 0.300000 6.500rErp: ' 00 15 • s•• �• • •• A992Fy50 2.8356E-01 7.3446E-04 29000000. 11153846. 0.300000 6.500QFe-91 • 00 15 • • • Table 6: Material Properties 03a - Steel Data Table 6: Material Properties 03a - Steel Data Material F Fui FinalSlope A500GrB42 A992Fy50 42000.00 58000.00 -0.100000 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 SectionName Material PLATE home A500GrB42 Angle • • • • • • •••• • • • • • • •••• •••• • • •• •• • • • • • • • • • • • • •• •• • • • • • •• • • • • • � • • • •• • • • • • • •• • AreaTorsCons 2.0000 0.0748 0.0100 0.0747 0.15 2.735E-04 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 SectionNameIIIIIIEE`1111111111I> xa 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 S S22 3 R33 R22 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 PLATE 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 1.000000 SAP2000 v15.0.0 - October 29, 2016 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 AutoLoad WIND WIND 0.000000 None 5. Load cases This section provides Toad case information. 5.1. Definitions home • • • • • •• • .• • .• •• • • • • • • .••. ..•. • • .•.• ••.• • • • . • .. •. •. .. •. •. • • • • • • • • • • • • • • • • • • •• • •• • • • • • • Page 5 of 8 plate 2D angle 60.sdb 6. Load combinations Table 11: Load Case Definitions WIND Table 11: LinStatic Zero Load Case Definitions Prog Det SAP2000 v15.0.0 - October 29, 2016 Short -Term Composite 5.2. Static case load assignments Table 12: Case - Static 1 - Load Assignments Table 12: Case - Static 1 - Load Assignments 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 COMB1 Linear Add WIND 1.000000 home • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • 0000 • • • • •••• •••• • • • • • • • •• •• •• •• • • • • • • • • • • • • •. • • • • • • • • •• • •• • • • • • • Page 6 of 8 plate 2D angle 60.sdb SAP2000 v15.0.0 - 7. Structure results 7. Structure results This section provides structure results, including items such as structural periods and base reactions. 7.2. Base reactions Table 16: Base Reactions WIND Figure 2: Deformed shape Table 16: Base Reactions -5.551E-14 0.00 -700.50 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 Tab Joint OutputCase U1 in WIND 0.000000 3 WIND -0.000035 4 WIND 0.000035 6 WIND 0.000000 le 17: Joint Displacements U2 I U3 in in 0.000000 0.000000 2.074E-17 0.001092 2.497E-17 0.001092 0.000000 0.000000 • • • • • •• • October 29, 2016 • • •• • • • • • • • R1 R9 • • • • R3 • Radians Radian. • Radiau • I 3.713E-19 0.012938, • • 3.239E.18. • • -1.723E-18 -0.026644. • • 4.448E418 • -1.723E-18 0.02664: • •. 1.193E418• • -3.817E-18 -0.0129.28 • • • -1.554E-20. Table 18: Joint Reactions 2 6 WIND WIND -204.09 204.09 Table 18: Joint Reactions 0.00 0.00 -350.25 -350.25 0.00 0.00 • • • • • . • •• • 0.00 0.00 • • • •• • • • • •. • 0.00 0.00 home •. • • • • • • • Page 7 of 8 plate 2D angle 60.sdb SAP2000 v15.0.0 - October 29, 2016 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 OutputCase P V2 in , $_: Lb Lb 0.000 2 4.957 2 9.915 3 0.000 3 1.500 5 0.000 5 4.957 5 9.915 WIND WIND WIND WIND WIND WIND WIND WIND 405.37 -9.925E-17 405.37 -9.925E-17 405.37 -9.925E-17 204.09 2.145E-14 204.09 -2.145E-14 405.37 -9.925E-17 405.37 -9.925E-17 405.37 -9.925E-17 1.62 1.62 1.62 -350.25 350.25 1.62 1.62 1.62 Table 19: Element Forces - Frames, Part 2 of 3 2 2 3 3 5 5 5 Table 19: Element Forces - Frames, Part 2 of 3 OutputCase T M2 S11Ma Lb -in Lb -in Lbfin. 0.000 WIND 4.957 WIND. 9.915 WIND 0.000 WIND 1.500 WIND 0.000 WIND 4.957 WIND 9.915 WIND 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.735E-15 -8.04 -16.07 -16.07 -16.07 0.00 -8.04 -16.07 Table 19: Element Forces - Frames, Part 3 of 3 Table 19: Element Forces - Frames, Part 3 of 3 2 2 3 3 5 5 5 x2S11Max1 in 2713.30 0.00 2 -1.0000 7033.15 4.920E-16 4 •-1.0000 11353.01 9.840;-16• • • 2'-4.EE00: • 10005.75 9.840E'I6 • • • • •-1.0000 10005.75 9.840E+16* • • 2 • •-4.Ee00' • • 2713.30 0.00 0 • 5.0000 • 7033.15 4.920E+16• • 2 • • • •-4.0000 • 11353.01 9.840E416• • • 2 • • . • •-i.0900 0.000 WIND 0.0374 2713.30 4.957 WIND 0.0374 , -1618.06 9.915 WIND 0.0374 -5949.42 0.000 WIND 0.0374 -7296.68 1.500 WIND 0.0374 -7296.68 0.000 WIND 0.00Q0 2713.30 4.957 WIND ' '0.0374 -1618.06 9.915 WIND 0.0.374'-5949.42 0 • • • • • • • • • • • • • • • • • . • . -1.0000 -1.0000 -1.0000 -1.0000 -1.0000 0.0000 -1.0000 -1.0000 • • -0.0374 -0.0374 -0.0374 -0.0374 -0.0374 0.0000 -0.0374 -0.0374 home • • • • • • Page 8 of 8 SAP2000 2/1/16 21:46:51 • • • • • •• . • • • ••• .. • .. • •• .. • . • ... .. .... i • • • 1 ...... ... . .• • • ... • • • .• • • .. .. .. .. ... .. • • • • . • • • • • • .. • SAP2000 v15.0.0 - File:plate 2D angle 60 - Frame Span Loads (WIND) (As Defined) - Kip, in, F Units • .. • • • • • . •••-.. • • SAP2000 SAP2000 v15.0.0 - File:plate 2D angle 60 - Axial Force Diagram (WIND) - Ib, in, F Units • • • • • •• • 2/1 /16 21:49:04 • • • • • • • • •• • •• • • • • • •• • • • • •••4•• •••• •••• • II • • • • • 1 •••• •••• •••it• • • • • •••4• • • • • • •• •• •• •• •••4•• • • • • • • f; • • • • • •••i•• i • • " • •••4•• • • • • • •• • •• • • • • •• • •••4• •• SAP2000 2/1/16 21:49:53 -i 3-1 204.09< • • • 00 • • . L. • • • • • • •• •i• •• • • • • •.• •• •••• •••• • • • • • • 4 • • ••• • • • • • • •• •• •• •• ••• •• �. • • • • . • • • • ••• 70 • • • • • •• • • • • ••• •• •• • • • • • • •• • SAP2000 v15.0.0 File:plate 2D angle 60 - Joint Reactions (WIND) - Ib, in, F Units