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ACT-20-333Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: ACT-02-20-333 Permit Type: Awnings/Canopies/Tents Work Classification: New Permit Status: Approved Issue Date: 02/21/2020 LExpiration: 08/10/2020 Location Address Parcel Number 78 NW 110TH ST, Miami Shores, FL 33168 1121360030070 Contacts Wilner Nordelus Owner 78 110 VALROSE ENTERPRISES INC Contractor CARLOS NUDELMAN 4450 E 11 AVE, HIALEAH, FL 33013 Business: 3058935553 Inspection Requests: Description: 1 NEW AWNING FOR THE FRONT DOOR Valuation: $ 1,100.00 05-e ti 4949 ENTRANCE TotalSq Feet: 37.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($90) $90.00 Technology Fee $2.50 Window Awnings $50.00 Total: $242.10 Payments Date Paid Amt Paid Total Fees $242.10 Check # 35370 02/21/2020 $192.10 Check # 35368 02/12/2020 $50.00 Amount Due: $0.00 � / v 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 required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date February 21, 2020 Page 2 of 2 RECEIVBD 1 `�12141 BUILDING PERMIT APPLICATION 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 F B 12 2020 BY: FBC 20 R Master Permit No. (act - 4 Z- 477 3 33 ®BUILDING ELECTRIC ROOFING REVISION Sub Permit No. PLUMBING MECHANICAL PUBLIC WORKS M CHANGE OF CONTRACTOR JOB ADDRESS: 78 NW 110 Street EXTENSION RENEWAL CANCELLATION SHOP DRAWINGS City Miami Shores County Miami Dade Zip: Folio/Parcel#: 11 - Z 1 5 \-D 00 3 - 0 0 r( O Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Wilner & Hermance Nordelus Phone#:305-915-9944 Address:78 NW 110 Street City: Miami Shores state: Floirda Zip: 33168 Tenant/Lessee Name: N/A Phone#: Email: emmanordelus@gmail.com CONTRACTOR: Company Name: Address: y y s O *r_- a IO bu Vot (30!-:) �q3- 555'3 City: u i CA�eQ� —State: TL • Zip: 3 �� 1 s Qualifier Name: QA'OL S Phone#: State Certification or Registration M Certificate of Competency ®0 (q r7% DESIGNER: Archite Engineer: Phone#0LI 1)3(�1 (- 5q 90 Address: y l Lp t Sarni O. mQ _Trct L , Ll M11- l p l City: Po c-1- 11ar 1ggotate: L , Zip: 33q Value of Work for this Permit: $ l a O . no Square/linear Footage of Work: -3 •TZ S Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: 1 W r""1* '' C1 or d 0 0 r e m-tm Specify color of color thru tile: Submittal Fee $ 11�b Olzz-�' Permit Fee $ Scanning Fee $ Technology Fee $, Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ 1 C� nonding Company's Name (if applicable) 1J 1 A, Bonding CompaWs Address City -- State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City NIA, 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. Signatur OWNER or AGENT The foregoing instrument was acknowledged before me this 2.3 day of TANO � 0 9 0 , by Prty�f o is personally known to me or who has produced L -m—t VEi2 U�NLW identification and who did take an oath. NOTARY LIC: Sign: Print`: Seal: SINDIA ALVAREZ MY COMMISSION # GG 238273 EXPIRES: September 3, 2022 sssssssssssssss APPROVED BY 1; `J l (Revised02/24/2014) Signature CONTRACTOR The foregoing instrument was acknowledged before me this 1 O-�bday of f O ' _, 20 2-ClJ by �ar'toS M 04Q�X oT\A , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: NUDELMAN 'o Commission N GG 088088 Print: r= �„�: •" Bonded through National Notaryksn. Seal: as sssssssssssssssssssssssssssssssssssssssssssssssssssssssssss Plans Examiner 3 Zoning Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFIU'E U'F THE PRO PERTY APPRAISER t: Summary Report Property Information Folio: 11-2136-003-0070 Property Address: 78 NW 110 ST Miami Shores, FL 33168-4319 Owner WILNER NORDELUS & HERMANCE E ANTOINE Mailing Address MIAMI SHORES, FL 33168-4319 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3 / 1 / 0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,347 Sq.Ft Lot Size 9,150 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $206,472 $196,886 $196,886 Building Value $93,751 $93,751 $93,751 XF Value $1,359 $930 $945 Market Value $301,582 $291,567 $291,582 Assessed Value $94,557 $92,913 $91,002 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $207,025 $198,654 $200,580 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES EXT PB 43-40 LOT 7 BLK 219 LOT SIZE 75.000 X 122 OR 16564-4725 1094 1 Generated On : 2/12/2020 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $44,557 $42,913 $41,002 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $69,557 $67,913 $66,002 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $44,557 $42,913 $41,002 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $44,557 $42,9131 $41,002 Sales Information Previous Sale Price OR Book -Page Qualification Description 10/01/1994 $77,000 16564-4725 Sales which are qualified 12/01/1971 $26,500 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/Apps/PA/propertysearch/ 2/12/2020 R Certificate of Flame Resistance M T � 91�•yi+►• P fe k F, T PLO Registered Fabric or Concern Number F-86501 Issued By: HERCULITE PRODUCTS INC ABERDEEN ROAD COMPANY PO BOX 435 EMIGSVILLE, PA 19175-8310 Date treated or manufactured: 06/04/2019 This is to certify that the materials described below have been treated with a flame-retardant chemical or are inherently nonflammable. FOR: Trivantage, LLC ADDRESS: 1831 North Park Alte.•'• CITY: Glen Raven STATE: NC 27217 "' • Certification is hereby made that: (Check "a" or "b") • • • • • • • • ...... .. . ... . (a) The articles described at the bottom of this Certificate have been treated with a flame.rei!ardcnt chemical.' ... . approved and registered by the State Fire Marshal and the application of said chemictj+pr�§ gone in conformance ' with the laws of the State of California and the Rules and Regulations of the State Fire Maprs qal. • • • Name of chemical used: Chemical Regittrftor:#: Method of application: (b) The articles described at the bottom of this Certificate are made from a flame -resistant fabric or material registered and approved by the State Fire Marshal for such use. Trade Name of flame -resistant fabric or material used: - PATIO 500 Registration #: F-86501 The Flame -Retardant Process Used Will Not Be Removed By Washing PETER COHEN Name of Applicator or Production Superintendent RCNs # 00000000001080108914 00000000001080109065 STEPHANIE MUMMERT, Q C MANAGER Title CUSTOMER ORDER NO. 7122-7114 CUSTOMER INVOICE NO.2314021 YARDS OR QUANTITY 55.00 DESCRIPTION Patio 500 (Standard Pack 50 Yards) ITEM NUMBER 858525 We hereby certify the above to accurately reflect the information contained within a "CERTIFICATE OF FLAME RESISTANCE" issued to Trivantage, LLC from the registrant set forth above. A copy of the original Certificate of Flame Resistance is available upon request to Trivantage, LLC and the registration information set forth above is on record with the California State Fire Marshal. VALROSE ENTERPRISES INC MAILING ADDRESS dba AWNINGS BY VALROSE 4450 E 11TH AVE HIALEAH, FL 33013 • • • . • .. ...... • • • • 60606 • • • • • • • • • • • • 1� i e a� �t�:a�. 7a :�otal'P,...... . �. ......:. : :: =s- .. ... : t t.8_� .'.A':S.'P:.H..j,..t �.....P.k V..E ►A.E, N t:.':'. ........ ..... i ••r• '2 t24.5' GRASS • M • • • t • M CONCRETE SU11�D PARKWAY ' • : s • ' • • 5' CONC. SWK. 75.�0' (Ri(M) 0 0 ` 1—rss s • Fd112 �. Fd 5J8' IP NO D 89'S4'S3': • • : • • NO 90.05 05" < • • • • 0 CORNER OF • • • • • • I LOT B. BLOCK 219 • • f I M t^�I • I , GRASS AREA •� �••• 0NNC7 C.LF. �5� N 0.21 OUTSI —x a IR s m to �v r STAO 7.0' M ONE STORY C.B.S. FiESDENCE N01 ' 10.8' 25.5' 17.0'- �., < 7.4' 4E " CONC. CONC. STAW z GRASS AREA\ \ c1 F. "' Bo 90.00'38�� ON Lm 0.1' ouTsroE 89.59, 4 Helght r Fd 2DLP F. TE C 4F. (11P.? r - r — — — — 75.00 R. M t4' GRA55 uNE C LF...j .......... ....':.'..'..; • 'l� 5 p !!. p".L .T:.'.'P..a._� :E y......... .. 1Dk:^...'.'::::.':I vi . 6 .IplS<OE'..1' 0 E Y .... '. ... ... .. ... ...��... ... .......It .... ..y -x- -C.LF. ON UNE CEIVED' SKETCH of BOUNDARY SURVEY 75':total'P4:'R' ht=of�Vllay:':':':':':':':',' :: '::':':':.';':':':':':':':':I ........ .... .... .... L T.'.. Tr.A.V'.E'M'E. N............ '.'. .. }.1...8..".....A..S.P..N..A..... �.:.:.... .. .................. I ;r, I I ^ rn CONCRETE STAMPED t24.5' GRASS PARKWAY I 5' CONC. SWK, 75.00' R(M) 5/ p _ - - p 89'54'55 I� L NW CORNER OF 90' 05 05" LOT 8, BLOCK 219 s B d .,, G M GRASS AREA I ICONC. STAIRS I 12.2' p b I 0.7' 27.7' 17.0'- 25 ,n I C4 0.2'CLF OUT8IDE '7 ONE STORY No.78 A C CA 9 8 -1C.B.S. RESIDENCE o, CO,., o r oo a 'n 25.5' 17.0'- a 10.0' 7.4' CONC. STAIRS. I x—'-x 1-4N 4' . ht C.LF(�YP. cJ Ilk" 11.7' y 10.0' AREA\ GRASS \ CGLTSIDE N N J 90'00 0.1 r%LRI B9'S9' 4' He[ ht C. F.. ATE C.LF. (TYP.) LEGAL OESCRIPTION.............................................................. LOT 7, BLOCK 219, OF MIAMI SHORES EXTENSION • ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 43. AT PAGE 40, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. L-OCAT/ON SKETCH A PORTION OF SE 1 4 OF SECTION Se, TDWNSEW 52 SOUINB RANGE 41 EAST, MIAMI VRUGE, YIAIa-DADE COUNTY, FtaaOA. 1Iiila I I 1 I I I (P PPOI40) 1 I NW 110th STREET _--'F'--T--T--T--T--� J r 1 11 1I 10 1I I 9 1 8 7 5 1 5 1 4 1 3 1 2 1 I 1 I 1 I I i 1 I 129 --L-_1--1--1----J T--T---r----T i 1 22 1 20 I 24 1 25 1 2e 1 27 1 2B I ZQ I 30 I MII 32 1 2 I I I i I I I I NW logth STREET T fSURVEYOR REPORT and NOTES ............................................ 1 I = oy 1. THE LEGAL DESCRIPTION USED IN THE PREPARATION OF THIS SURVEY WERE FURNISHED BY THE CLIENT. wI' 2. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN x C.L.F. I—THEI _ THE PUBLIC RECORDS OF THIS COUNTY, EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO 5�ii DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THIS PROPERTY. -N LINE 1 S. THIS "SKETCH OF BOUNDARY SURVEY' WAS PREPARED IN ACCORDANCE WITH CURRENT STANDARDS OF uuuv�� 1 PRACTICE SET FORTH BY THE FLORIDA STATE BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT 10 RULE 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE AND ITS IMPLEMENTING LAW, CHAPTER 472.027 OF THE +� a, ,n s I FLORIDA STATUTES. ;zg 4. THE ACCURACY OBTAINED FOR ALL HORIZONTAL CONTROL MEASUREMENTS AND OFFICE CALCULATIONS OF Er. be. 1 .� 1 CLOSED GEOMETRIC FIGURES, MEETS OR EXCEEDS THE CURRENT STANDARDS OF PRACTICE SET FORTH BY THE ad v�I N Z FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS AS CONTAINED IN CHAPTER 5J-17.051(3Kb), 15.b.11 Flo 5'e R a I I OF 1 FOOT IN 7,5DO FEET FOR SUBURBAN AREAS. S. THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATICALLY CLOSED FIGURE. 04 I S• UNLESS OTHERWISE NOTED, THIS SURVEY HAS NOT ATTEMPTED TO LOCATE ANY FOOTING AND/OR �m UNDERGROUND UTILITIES ON AND/OR ADJACENT TO THE PROPERTY. 7. THE SURVEY MAP IS INTENDED TO BE DISPLAYED AT THE STATED GRAPHIC SCALES IN US SURVEY FOOT OF N MEASUREMENT AS DEPICTED ON THE SURVEY MAP ATTENTION IS DIRECTED TO THE FACT THAT SAID SURVEY MAP MAY BE ALTERED IN SCALE BY REPRODUCTION AND MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. GRAPHIC SCALE & BUILDING DIMENSIONS AND BUILDING SETBACKS SHOWN HEREON AS BEING ROUNDED TO THE NEAREST 20' 0 10' 20' ONE -TENTH (0.1') OF A FOOT, 9. THE LEGAL OWNERSHIP OF THE FENCES AND/OR WALLS (IF ANY) WAS NOT DETERMINED, AND THE LOCATIONS SHOWN HEREON ARE BASED, ON THE RECOVERED BOUNDARY MONUMENTATION. . Helight 1& THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. CLF. MP-) 1(Inah Y� ft. 11. THE DETERMINATION OF ELEVATIONS FOR THE SUBJECT PROPERTY IS NOT A PART OF THIS SURVEY. L......•• SYMBOLS •.• 12 THE SUBJECT PROPERTY CONTAINS 9.153.6 SQUARE FEET OR 0.2tO ACRES MORE OR LESS. A/C -AIR CONDITIONING PAD [M ELECTRIC METER FLOOD INFORMATION .......... • .......... • . • ... • ..... • .. • ....................... . (;) -CALCULATED on wall C.L.F. L -CENTERUNE •J�L -WOOD POLE THE SUBJECT PROPERTY LIES WITHIN A FLOOD HAZARD HAVING A FLOOD DESIGNATION OF L WITH A BASE FLOOD ON LINE C.B.S. -CONCRETE BIDCK STUCCO ELEVATION: 1i,e„ PURSUANT TO THE FLOOD INSURANCE RATE MAPS PUBLISHED sll* D STATES FEDERAL F'd C.LF -CHAIN LINK FENCE EMERGENCY MANAGEMENT AGENCY UNDER COMMUNITY No: 120652 (VILL�(rE�, �I r��S(iE7REe5) AND PANEL "Nin In CONC. -CODE NUMBER: 0139, SUFFIX: 1, AS LAST REVISED IN SEPTEMBER 11, 2009. G ry — r CONC. SWK.-CONCRETE smEWALK . V�; • gE N ' 't�: t4' GRASS LINE Fd y W-FOUND 1 2' IRON PIPE -Ire( - r - 75.00 NO NO IDENTIFICATION SURVEYOR'S CERTIFICATION • • • • • • • • • _.� •R� : , C.LF, ............. '0.4".R151DE'.'.'.#1'0'.'.'.d'.�'P•tf•A'.L'.T.'.'.'P.A. M N.i...o.2'.1NSIDf r ,.....' ' .'.'.I (M)-YEASUAED i HEREBY CERTIFY THAT THIS 'SKETCH OF BOUNDARY SURVEY" WAS:PREPARED. OIIDE�3FDIRE�T�UBERYtSION YO.C.R-MlAlII-DADE AND THAT IT IS TRUE AND CORRECT TO THE REST OF MY KNOWLEDGE �ELIEF. r I'...........'.....................-.................'..'.'.'.'.'.'.A.{;'L'��'1!'.''.'. .' ............:...'......'..... COUNTY RECORDS I:..........'.'.'.'..'..'. — _ _ — — — — — — — — NW -NORTHWEST sTr► - — — — — — — — — LOT - BLOCK 219 ONW -OVERHEAD WIRES LINE P.B. -PLAT BOOK MIAMI SHORES EXTENSION (P.B. 43 - PG. 40, MD.C.R.) PG. -PACE r (R) -RECORD L az Jr TYP. -TYPICAL ES L SUARVER ANO�MAPPER No.t 382 NOT VAUD WITHOUT THE ORIGINAL RAISED SEAL OF A FLORIDA OR AND ER ST iE FtAR 1, r5 551-6511 P' 6 $77-7176 z 0 'tD W m 4 O 0 oc 0 U W C } Q Z 00 W 0 'rwred for. WILNER N( Z N n I A Job No.: 20-.0128 Sheep of 1 FED 12 2020 • • • • • • •••••• • •• • .. .• • •••• • • •••• W � Q 7 ¢ C W � Q Q C) �� COLu z G w �I z Q t� �; � z C C C W L1J W O> r_ z D ILJ c O' J < CONTRACTOR: AWNINGS BY VALROSE DESIGN CRITERIA: Applicable Codes, Regulations, and Standards 1. The 6th Edition (2017) Florida Building Code, specifically Chapter 16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood. 2. ASCE 7-10. Wind Loads 1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk Category II. 2. Basic Wind Speed, Per section 3105.4.5.1, Wind Design Loads for Fabric Covered Structure with Quick Removal or Break Away Fabric. Wind Speed: VULT=175 MPH 3. Exposure Category, Paragraph 1609.4.3: C 4. Roof fabric shall be removed at sustained wind speeds of 75 MPH and greater. Scope of Work: 1. Canvas Awning with Galvanized Steel Frame. Specifications: The following specifications are applicable to this project. 1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any other applicable local codes and regulations. 2. Awning and / or canopies shall be designed to requirements of Chapter 31, Special Construction, Section 3105.1, Awnings and Canopies, of the Florida Building Code, Building, 6th Edition (2017). 3. All fabric shall comply with the Fire Propagation Performance criteria of NFPA 701 or have a flame spread index not greater than 25 when tested according with ASTM E 84 or UL723. 4. Fabric attachment to the frame shall be made in a readily removable or break away fashion. 5. Awnings and Canopies shall be designed such that their fabric coverings shall be readily removable during periods of high wind velocity. A legible and readily visible decal shall be installed on the Awning or Canopy instructing the owner or tenant to remove the fabric covering film such periods as are designated by the U.S. weather as being a hurricane warning or alert. (Sustained wind speeds of 75mph and greater). 6. All frame members shall be connected with 1/4" fillet weld around all intersecting edges. All welds shall -use Gas Metal ARC Welding Process that conform to the American Welding Society's Structural welding code (latest ed.) (D1.2). Cover all welds w/ corrosion resistant coating. All connections shall be fully welded unless otherwise noted. Weld wire shall be Alloy 4043, 5198, or 5356. 7. Mechanical Fasteners are required to be corrosion resistant, minimums are grade 2 or better zinc plated to ASJM B633. or coated stainless steel series "300" or uncoated stainless steel series "400". 8. All members shall galvanized steel unless otherwise noted. 9. Where concrete specifications are required, whether in the screen enclosure scope or not, by one or more regulatory agency, the following specifications are applicable: a. Concrete shall conform to ASTM C94 for the following components: i. Portlande Cement Type 1, - ASTM C 150 ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33 iii. Air entraining +/- 1 % - ASTM C 260 iv. Water reducing agent - ASTM C 494 v. Clean Potable Water vi. Other admixtures not permitted b. Metal accessories shall conform to: i. Reinforcing Bars - ASTM A615, grade 60 ii. Welded wire fabric - ASTM A185 c. Concrete slump at discharge chute not less than 3" or more than 5". Water added after batching is not permitted. d. Prepare and place concrete per American Concrete Institute Manual of Standard Practice, Part 1, 2, and 3 including hot weather recommendations. e. Moist cure or polyethylenece curing permitted. f. Prior to placing concrete, treat the entire subsurface are for termite in compliance with the FBC. g. Concrete shall be placed over a polyethylene vapor barrier. h. All alumimum components embedded within concrete shall be coated with a bituminous paint or epoxy. 10. All flashing and weather proofing shall be provided by the contractor. 11. Use of these plans acknowledges and accepts a limit of liability not to exceed design and engineering fee. ALL MEMBERS ARE 1" SCH 40 EXCEPT LACING BAR 2-1/2"W'X1/4" W/ (2) 2-1/2"X6"X1/4" W/ (2) D(l\A/ED I At--C D/4IIVAff >/4" DIA. SCH 40 TYP. FE Florida Engineering LLC 4161 Tamiami Trail, Suite 101 Port Charlotte, FL 33952-9204 www.flengineeringllc.com Phone: (941) 391-5980 Certificate of Authorization #30782 •••• • ••••• • • • • •• • •••••• CONTRACTOR: AWNINGS BY VALROSE �••••• PROJECT NO.: 2001736 PROJECT NAME: EMMA NORDELUS PROJECT ADDRESS: 78 NW 110TH ST MIAMI SHORES, FL ENGINEERING CALCULATIONS W L' t � IF- 0. `��l►I1I1!!f/ G F• , 1 C) 11 Craig . GutM&AA., 4Z06 ; Date: 1�A�S� Page 1of21 ,/0NAL Table of Contents I. STRUCTURE............................................................................................................................3 II. JOINT LAYOUT........................................................................................................................4 III. LOADS ON STRUCTURE....................................................................................................... 5 1. Dead load(D):................................................................................................... 5 2. Roof live load(L):...................................................................................AP.r.f.•..........•....,a...5 3. Wind load(W):................................................................................................................5 IV. ASD DESIGN COMBINATIONS...................................................................•..........,y....r.5 V. DEFLECTED SHAPES..................................................................................... .. .. 1. Combination 1........................................................................................'................a ....%6 . .. .. .... 2. Combination 2......................................................................................................... 7 3. Combination 3....................................................................................................................8 4. Combination 4....................................................................................................................9 5. Combination 5..................................................................................................................10 6. Combination 6..................................................................................................................11 7. Combination 7..................................................................................................................12 8. Combination 8..................................................................................................................13 VI. CONNECTION TO WALL....................................................................................................14 1. Joint reactions..................................................................................................................14 2. Tension check...................................................................................................................17 3. Shear check......................................................................................................................19 Page 2 of 21 I. STRUCTURE 1� .. :-G\-\ 610 .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... .•. .•• •.. . . . . . . . . . . . . . . . . . .. . . . . ... . . . . ... . . Page 3of21 i i••.i i i i i.•.i II. JOINT LAYOUT .. .•. . . • . . •• • . .. • . • . • . . • .. ... .. . .... 3 . . • ... .. . .. .. . . . . . • .• . • • . . • . . • . .... ....... . Page 4of21 i i••.i i i i i.�•i III. LOADS ON STRUCTURE 1. Dead load (D): Self -weight of MWFRS, components, cladding and finishing 2. Roof live load (L): **so For solid roofs, 20 psf • For screen roofs, 5 psf '•';'• •• •••••• 3. Wind load (W): "" • .... . ..... Ultimate wind speed = 175 mph •••••• •• ••••• •• •• . .. ••Y••• Exposure Category = C •Y•••• • . ' • IV. ASD DESIGN COMBINATIONS . • ...... ' 1. D+L • ' 2. D+0.75L 3. D+0.75L+0.45Wx 4. D+0.6Wx 5. 0.6D+0.6Wx 6. D+0.75L+0.45Wy 7. D+0.6Wy 8. 0.6D+0.6Wy Page 5 of 21 V. DEFLECTED SHAPES 1. Combination 1 • • • • • • • Y • ♦ • [ 35.0 4 Deformed Shape (D+L) lb, in, F • • • • • • • • • • Page 6of21 • •• •• • • • •• .♦ 2. Combination 2 .• ••• . . • . . •• . ......... . •• ••• •• • • • • 004 • • • • • • • • • • .0 24.0 28.0 3JIMIEM OIL' Deformed Shape (D+0.75L) :.: : : lb, in, F Page 7of21 : i•••� : s•••i ••• • • • ••• • • 3. Combination 3 . ......... . .. ... .. . . . .. ... .. ... .. • • • • • • .. :5 27.0 31.5 3memo Deformed Shape (D+(i75C+0.4 AK: lb, in, F Page 8of21 • •• •• • • • •• •• ••• 0 0 0 ••• • • Deformed Shape (0.6D;0.6\4Jx;.: lb, in, F Page 9of21: :.*.: : : s �•�•� 5. Combination 5 . ......... . .. ... .. . . . .. . ... ... ... ... . ... .. ... .. . . • • • • .. . . . . 5 21.0 24.5 2 Deformed Shape �b+16W;) :.: lb, in, F • • Page 10of21• •• •• • • • •• •• 6. Combination 6 .. ... . ......... .. ... . ... ... .. .... O 30.0 35.0 . . .. ... .. . . ... . .. . . .. . . . .. ... . .. .. .... Deformed Shape (D4.74+0.A\, yj lb, in, F Page ll of21• •• •• • • • •• •• ••• 0 0 0 ••• s • Deformed Shape (06D:0 6�1y�•� lb, in, F Page12of21• •• •• • • • •• •• 8. Combination 8 ....... . ......... .. ... . • • • ... .. . • • • • .5 21.0 24.5 2 .. • • • • • • • . . • • • . ... .. . .. .. . . . .. • • • • • • .. • • • . • • Deformed Shape �b+16Wy) :•: lb, in, F Page13of21• •• .• • • • •• •• • • • 0 0 0 • • • 0 0 VI. CONNECTION TO WALL 1. Joint reactions Text Text Text Lb Lb Lb Lb -in Lb -in Lb -in Page 14mu1 19 0.6D+0.6Wx Combination -27.83 63.85 19.55 -11.58 94.59 -376.46 19 D+0.6Wx Combination -28.91 106.48 33.12 -36.34 74.72 -281.55 19 D+0.75L+0.45Wy Combination -7.76 304 113.83 -327.38 -173.13 698.29 19 0.6D+0.6Wy Combination -3.08 111.49 32.31 -33.23 -49.17 288.44 19 D+0.6Wy Combination -4.16 154.12 45.88 -57.99 -69.04 383.36 19 D+0.75L-0.45Wx Combination 13.02 268.42 105.46 -349.47 -251.91 977.86 19 0.6D-0.6Wx Combination 24.61 64.05 21.15 -62.69 -154.21 661.21 19 D-0.6Wx Combination 23.54 106.68 34.71 -87.45 -174.08 756.12 19 D+0.75L-0.45Wy Combination -5.55 232.69 95.89 -333.24 -144.08 479.18 19 0.6D-0.6Wy Combination -0.14 16.41 8.39 -41.04 -10.44 -3.7 19 D-0.6Wy Combination -1.21 59.04 21.96 -65.8 -30.31 91.22 20 D+L Combination -0.0007232 -3.83 51.09 -440.9 -41.42 -2.04 20 D+0.75L Combination 0.009005 -3.09 40.76 -345.17 -40.53 -1.6 20 D+0.75L+0.45Wx Combination -9.13 -9.82 39.23 -348.7.7 , -8.17 ' - 31.75 20 0.6D+0.6Wx Combination -12.16 -9.48 3.82 -39.e. * :0.42. 473.7 20 D+0.6Wx Combination -12.14 -9.82 7.73 -62.8'• ;••5.28 -273.81 20 D+0.75L+0.45Wy Combination 0.59 -46.32 32.6 -344.9f *144.35 -58.64 20 0.6D+0.6Wy Combination 0.8 -58.16 -5.02 -34.5i, „27.81• ••'16.22 20 D+0.6Wy Combination 0.81 -58.5 -1.11 -57.72. ...42.96. 4 -*76.33 20 D+0.75L-0.45Wx Combination 9.14 3.64 42.3 -341.37 •0-72.890 728.56 20 0.6D-0.6Wx Combination 12.2 8.47 7.92 -29.9 .*:65.87 '173.38 20 D-0.6Wx Combination 12.22 8.13 11.83 -53.19 ,-81.01; ',%7-3.27 20 D+0.75L-0.45Wy Combination -0.57 40.15 48.93 -345. S• ;36.71 ..65.45 20 0.6D-0.6Wy Combination -0.75 57.14 16.76 -35.07 -17.63 90075.9 20 D-0.6Wy Combination -0.74 56.8 20.67 -58.27 -32.77 75.79 21 D+L Combination 0.0041 -3.85 51.09 -440.92 41.4 2.11 21 D+0.75L Combination -0.006193 -3.1 40.76 -345.19 40.51 1.65 21 D+0.75L+0.45Wx Combination -9.14 3.63 42.3 -341.58 72.87 -128.5 21 0.6D+0.6Wx Combination -12.2 8.46 7.91 -29.99 65.86 -173.36 21 D+0.6Wx Combination -12.22 8.12 11.83 -53.19 81.01 -173.25 21 D+0.75L+0.45Wy Combination -0.59 -46.34 32.59 -344.99 44.33 58.71 21 0.6D+0.6Wy Combination -0.8 -58.16 -5.02 -34.53 27.81 76.25 21 D+0.6Wy Combination -0.81 -58.5 -1.11 -57.73 42.95 76.37 21 D+0.75L-0.45Wx Combination 9.13 -9.83 39.22 -348.8 8.16 131.81 21 0.6D-0.6Wx Combination 12.16 -9.49 3.82 -39.61 -20.43 173.72 21 D-0.6Wx Combination 12.14 -9.83 7.73 -62.82 -5.28 173.83 21 D+0.75L-0.45Wy Combination 0.57 40.14 48.93 -345.39 36.7 -55.4 21 0.6D-0.6Wy Combination 0.75 57.14 16.76 -35.07 17.63 -75.9 21 D-0.6Wy Combination 0.74 56.8 20.67 -58.27 32.77 1 -75.78 Page 15 of 21 2. Tension check TENSION CHECK Joint OutputCase Tension due to F1 Tension due to M2 Tension due to M3 Total tension Text Text T1 T2 T1 T2 T1 T2 T1 T2 17 D+L 3.99 3.99 77.87 77.87 -88.15 88.15 -6.29 170.00 17 D+0.75L 3.33 3.33 63.36 63.36 -73.52 73.52 -6.83 140.20 17 D+0.75L+0.45Wx -6.51 -6.51 100.69 100.69 -122.17 122.17 -27.99 216.35 17 0.6D+0.6Wx -12.31 -12.31 61.68 61.68 -82.65 82.65 -33.28 132.02 17 D+0.6Wx -11.77 -11.77 69.61 69.61 -94.50 94.50 -36.66 152.34 17 D+0.75L+0.45Wy 3.88 3.88 69.16 69.16 -87.20 87.20 -14.16 160.23 17 0.6D+0.6Wy 1.54 1.54 19.64 19.64 -36.02 36.02 -14.85 57.20 17 D+0.6Wy 2.08 2.08 27.57 27.57 -47.87 47.87 -18.22 77.53 17 D+0.75L-0.45Wx 13.16 13.16 26.03 26.03 -24.86 24.86 14.33 . IM- 17 0.6D-0.6Wx 13.92 13.92 -37.87 -37.87 47.09 -47.09, •2115 ;11.44 17 D-0.6Wx 14.46 14.46 -29.93 -29.93 35.24 -35.24• •1-9.76 •5 •9 17 D+0.75L-0.45Wy 2.77 2.77 57.56 57.56 -59.83 59.830 00*50 120'16 17 0.6D-0.6Wy 0.07 0.07 4.17 4.17 0.47 -0.47 4!71 •�O • 17 D-0.6Wy 0.61 0.61 12.11 12.11 -11.39 11.39a .a.33 ,24.W 19 D+L -3.99 -3.99 -77.97 -77.97 88.24 -88.20 •6.28 •170.49 19 D+0.75L -3.33 -3.33 -63.44 -63.44 1 73.59 -73.5r :M2 -14C.36 19 D+0.75L+0.45Wx -13.16 -13.16 -26.12 -26.12 24.95 1 -24.95 -J4.33 •-6 4 19 0.6D+0.6Wx -13.92 -13.92 37.84 37.84 -47.06 47.09• *-2:.14 WQM 19 D+0.6Wx -14.46 -14.46 29.89 29.89 -35.19 35.19 -19.76 5M 19 D+0.75L+0.45Wy -3.88 -3.88 -69.25 -69.25 87.29 -87.29 14.15 -160.42 19 0.6D+0.6Wy -1.54 -1.54 -19.67 -19.67 36.06 -36.06 14.85 -57.26 19 D+0.6Wy -2.08 -2.08 -27.62 -27.62 47.92 -47.92 18.22 -77.62 19 D+0.75L-0.45Wx 6.51 6.51 -100.76 -100.76 122.23 -122.23 27.98 -216.49 19 0.6D-0.6Wx 12.31 12.31 -61.68 -61.68 82.65 -82.65 33.27 -132.03 19 D-0.6Wx 11.77 11.77 -69.63 -69.63 94.52 -94.52 36.65 -152.38 19 D+0.75L-0.45Wy -2.78 -2.78 -57.63 -57.63 59.90 -59.90 -0.51 -120.30 19 0.6D-0.6Wy -0.07 -0.07 -4.18 -4.18 -0.46 0.46 -4.71 -3.78 19 D-0.6Wy -0.61 -0.61 -12.12 -12.12 11.40 -11.40 -1.33 -24.13 20 D+L 0.00 0.00 -16.57 -16.57 -0.26 0.26 -16.82 -16.31 20 D+0.75L 0.00 0.00 -16.21 -16.21 -0.20 0.20 -16.41 -16.01 20 D+0.75L+0.45Wx -4.57 -4.57 -3.27 -3.27 -16.47 16.47 -24.30 8.64 20 0.6D+0.6Wx -6.08 -6.08 8.17 8.17 -21.71 21.71 -19.62 23.80 20 D+0.6Wx -6.07 -6.07 2.11 2.11 -21.73 21.73 -25.68 17.77 20 D+0.75L+0.45Wy 0.30 0.30 -17.74 -17.74 -7.33 7.33 -24.78 -10.12 20 0.6D+0.6Wy 0.40 0.40 -11.12 -11.12 -9.53 9.53 -20.25 -1.20 20 D+0.6Wy 0.41 0.41 -17.18 -17.18 -9.54 9.54 -26.32 -7.24 20 D+0.75L-0.45Wx 4.57 4.57 -29.16 -29.16 1 16.07 -16.07 -8.52 -40.66 20 0.6D-0.6Wx 6.10 6.10 -26.35 -26.35 21.67 -21.67 1.42 -41.92 20 D-0.6Wx 6.11 6.11 -32.40 -32.40 21.66 -21.66 -4.64 -47.95 20 D+0.75L-0.45Wy -0.29 -0.29 -14.68 -14.68 6.93 -6.93 -8.04 -21.90 20 0.6D-0.6Wy -0.38 -0.38 -7.05 -7.05 9.49 -9.49 2.06 -16.91 20 D-0.6Wy -0.37 -0.37 -13.11 -13.11 9.47 -9.47 1 -4.00 -22.95 21 D+L 0.00 1 0.00 16.56 16.56 0.26 -0.26 1 16.83 16.30 Voes: Page 16 of 21 21 D+0.75L 0.00 0.00 16.20 16.20 0.21 -0.21 16.41 15.99 21 D+0.75L+0.45Wx -4.57 -4.57 29.15 29.15 -16.06 16.06 8.52 40.64 21 0.6D+0.6Wx -6.10 -6.10 26.34 26.34 -21.67 21.67 -1.43 41.91 21 D+0.6Wx -6.11 -6.11 32.40 32.40 -21.66 21.66 4.64 47.95 21 D+0.75L+0.45Wy -0.30 -0.30 17.73 17.73 7.34 -7.34 24.78 10.10 21 0.6D+0.6Wy -0.40 -0.40 11.12 11.12 9.53 -9.53 20.26 1.19 21 D+0.6Wy -0.41 -0.41 17.18 17.18 9.55 -9.55 26.32 7.23 21 D+0.75L-0.45Wx 4.57 4.57 3.26 3.26 16.48 -16.48 24.31 -8.65 21 0.6D-0.6Wx 6.08 6.08 1 -8.17 -8.17 21.72 -21.72 19.62 -23.81 21 D-0.6Wx 6.07 6.07 -2.11 -2.11 21.73 -21.73 25.69 -17.77 21 D+0.75L-0.45Wy 0.29 0.29 14.68 14.68 -6.93 6.93 8.04 21.89 21 0.6D-0.6Wy 0.38 0.38 7.05 7.05 -9.49 9.49 -2.06 16.91 21 D-0.6Wy 0.37 0.37 13.11 13.11 1 -9.47 1 9.47 4.01 1 22.95 Maximum tension for lag bolts connected at top of structure= 216.49 Lbs . . .... ...... . . ...... . .. ...... .... . ..... ...... .. . ..... .. .. . .. ...... . . .. . ...... Page 17 of 21 Joint OutputCase Tension due to F1 Tension due to M2 Tension due to M3 Total tension Text Text T1 T2 T1 T2 T1 T2 T1 T2 12 D+L 1.95 1.95 -2.22 2.22 20.88 20.88 20.61 25.05 12 D+0.75L 1.63 1.63 -1.85 1.85 17.46 17.46 17.23 20.93 12 D+0.75L+0.45Wx -5.70 -5.70 -1.47 1.47 -83.77 -83.77 -90.94 -87.99 12 0.6D+0.6Wx -9.36 -9.36 0.06 -0.06 -130.66 -130.66 -139.96 -140.08 12 D+0.6Wx -9.09 -9.09 -0.24 0.24 -127.79 -127.79 -137.12 -136.64 12 D+0.75L+0.45Wy 1.95 1.95 -2.23 2.23 20.90 20.90 20.61 25.07 12 0.6D+0.6Wy 0.83 0.83 -0.95 0.951 8.90 8.90 8.77 10.68 12 D+0.6Wy 1.10 1.10 -1.25 1.25 11.77 11.77 11.62 14.12 12 D+0.75L-0.45Wx 8.95 8.95 -2.24 2.24 118.68 118.68 125.39 129.86 12 0.6D-0.6Wx 10.16 10.16 -0.96 0.96 139.28 139.28 148.48 150.39 12 D-0.6Wx 10.43 10.43 -1.25 1.25 142.15 142.15 151.32 153.83 12 D+0.75L-0.45Wy 1.31 1.31 -1.47 1.471 14.02 14.02 13.85 16.79 12 0.6D-0.6Wy -0.03 -0.03 0.06 -0.06 -0.28 -0.28 -0.25 -0.37 12 D-0.6Wy 0.24 0.24 -0.24 0.24 2.59 2.59 2.59 3.07 15 D+L -1.95 -1.95 2.22 -2.22 -20.84 -20.84 -20.56 -25.01 15 D+0.75L -1.63 -1.63 1.85 -1.85 -17.42 -17.42 -17.19 -20.90 15 D+0.75L+0.45Wx -8.95 -8.95 2.23 -2.23 -118.65 -118.65 -125.36 -129.89 15 0.6D+0.6Wx -10.16 -10.16 0.96 -0.96 -139.27 -139.27 -14%41 :150.39 15 D+0.6Wx -10.43 -10.43 1.25 -1.25 -142.13 -142.13 -1X.3 9153.8 15 D+0.75L+0.45Wy -1.95 -1.95 2.23 -2.23 -20.86 -20.86 -26V 4--25.03 15 0.6D+0.6Wy -0.83 -0.83 0.95 -0.95 -8.88 -8.88 -81. •-10.6 15 D+0.6Wy -1.10 -1.10 1 1.25 -1.25 -11.74 -11.74 -11.5a •-14.09 15 D+0.75L-0.45Wx 5.70 5.70 1.47 -1.47 83.80 83.80 90.97• 88.03' 15 0.6D-0.6Wx 9.36 9.36 -0.06 0.06 130.67 130.67 13VII 440.09 15 D-0.6Wx 9.09 9.09 0.24 -0.24 127.80 127.80 137.13 136.65 15 D+0.75L-0.45Wy -1.31 -1.31 1.47 -1.47 -13.98 -13.98 -1 42 •-16.76 15 0.6D-0.6Wy 0.03 1 0.03 -0.06 0.06 0.28 0.28 0.25 0.37 15 D-0.6Wy -0.24 1 -0.24 0.24 -0.24 -2.58 -2.58 -2.58 1 -3.06 Maximum tension for lag bolts connected at arm= Tensile strength of the 3/8"x4" Lag Bolt= Total maximum tension in Lag bolts= Tension check= 153.83 Lbs ...... boo ..• 857.38 Lbs 216.49 Lbs 0.2525 <1 Hence OK Page 18 of 21 • . ` • 3. Shear check SHEAR CHECK Joint OutputCase Shear due to F2 Shear due to F3 Shear due to M1 Shear along axis 3 Text Text T1 T2 T1 T2 T1 T2 Ti I T2 17 D+L 161.15 161.15 64.26 64.26 -52.47 52.47 11.79 1116.72 17 D+0.75L 134.18 134.18 52.43 52.43 -41.28 41.28 11.15 93.71 17 D+0.75L+0.45Wx 134.22 134.22 52.73 52.73 -43.68 43.68 9.06 96.41 17 0.6D+0.6Wx 32.03 32.03 10.58 10.58 -7.83 1 7.83 2.75 18.41 17 D+0.6Wx 53.35 53.35 17.36 17.36 -10.92 10.92 6.43 28.28 17 D+0.75L+0.45Wy 152.01 152.01 56.92 56.92 -40.92 40.92 16.001 97.83 17 0.6D+0.6Wy 55.75 55.75 16.16 16.16 -4.15 4.15 12.01 20.31 17 D+0.6Wy 77.07 77.07 22.94 22.94 -7.24 7.24 15.70 30.18 17 D+0.75L-0.45Wx 134.14 134.14 52.13 52.13 -38.89 38.89 13.24 91.02 17 0.6D-0.6Wx 31.92 31.92 9.78 9.78 -1.45 1.45 8.33 11.23 17 D-0.6Wx 53.24 53.24 16.56 16.56 -4.54 4.54 12.021 21.10 17 D+0.75L-0.45Wy 116.35 116.35 47.95 47.95 -41.65 41.65 6.30 89.60 17 0.6D-0.6Wy 8.21 8.21 4.20 4.20 -5.13 5.13 -0.94 9.33 17 D-0.6Wy 29.52 29.52 10.98 10.98 -8.22 8.22 2.76 19.20 19 D+L 161.14 161.14 64.26 64.26 -52.47 52.47 11.78 116.73 19 D+0.75L 134.18 134.18 52.43 52.43 -41.29 41.29 11.14 1 93.12 19 D+0.75L+0.45Wx 134.14 134.14 52.13 52.13 -38.89 38.89 '13.24; 91.QZ 19 0.6D+0.6Wx 31.93 31.93 9.78 9.78 -1.45 1.45 -633-1 11.12 19 D+0.6Wx 53.24 53.24 16.56 16.56 -4.54 4.54 a 12.V2'1 21.10 19 D+0.75L+0.45Wy 152.00 152.00 56.92 56.92 -40.92 40.92 -1914 97. 19 0.6D+0.6Wy 55.75 55.75 16.16 16.16 -4.15 4.15 .12ZU 20.31 19 D+0.6Wy 77.06 77.06 22.94 22.94 -7.25 7.25 -15.-9 30. 9 19 D+0.75L-0.45Wx 134.21 134.21 52.73 52.73 -43.68 43.68 : V.0S: 96.41 19 0.6D-0.6Wx 32.03 32.03 10.58 10.58 -7.84 7.84 2.7j ww- 18.114 19 D-0.6Wx 53.34 53.34 17.36 17.36 -10.93 10.93 *.&42:1 28.29 19 D+0.75L-0.45Wy 116.35 116.35 47.95 47.95 -41.66 41.66 6.29 89.60 19 0.6D-0.6Wy 8.21 8.21 4.20 4.20 -5.13 5.13 -0.94 9.33 19 D-0.6Wy 29.52 29.52 10.98 10.98 -8.23 1 8.23 2.76 19.21 20 D+L -1.92 -1.92 25.55 25.55 -55.11 55.11 -29.57 80.66 20 D+0.75L -1.55 -1.55 20.38 20.38 -43.15 43.15 -22.771 63.53 20 D+0.75L+0.45Wx -4.91 -4.91 19.62 19.62 -43.60 43.60 -23.98 63.21 20 0.6D+0.6Wx -4.74 -4.74 1.91 1.91 -4.95 4.95 -3.04 6.86 20 D+0.6Wx -4.91 -4.91 3.87 3.87 -7.85 1 7.85 -3.99 11.72 20 D+0.75L+0.45Wy -23.16 -23.16 16.30 16.30 -43.12 43.12 -26.82 59.42 20 0.6D+0.6Wy -29.08 -29.08 -2.51 -2.51 -4.32 4.32 -6.83 1 1.81 20 D+0.6Wy -29.25 -29.25 -0.56 -0.56 -7.22 7.22 -7.77 1 6.66 20 D+0.75L-0.45Wx 1.82 1.82 21.15 21.15 -42.70 42.70 -21.55 63.85 20 0.6D-0.6Wx 4.24 4.24 3.96 3.96 -3.75 3.75 0.21 7.71 20 D-0.6Wx 4.07 4.07 5.92 5.92 -6.65 6.65 -0.73 12.56 20 D+0.75L-0.45Wy 20.08 20.08 24.47 24.47 -43.17 43.17 -18.71 67.64 20 0.6D-0.6Wy 28.57 28.57 8.38 8.38 -4.38 4.38 4.00 12.76 20 D-0.6Wy 28.40 28.40 10.34 10.34 -7.28 7.28 3.05 17.62 21 D+L -1.93 -1.93 25.55 25.55 -55.12 55.12 -29.57 80.66 Page 19 of 21 21 D+0.75L -1.55 -1.55 20.38 20.38 -43.15 43.15 -22.77 63.53 21 D+0.75L+0.45Wx 1.82 1.82 21.15 21.15 -42.70 42.70 -21.55 63.85 21 0.6D+0.6Wx 4.23 4.23 3.96 3.96 -3.75 3.75 0.21 7.70 21 D+0.6Wx 4.06 4.06 5.92 5.92 -6.65 6.65 -0.73 12.56 21 D+0.75L+0.45Wy -23.17 -23.17 16.30 16.30 -43.12 43.12 -26.83 59.42 21 0.6D+0.6Wy -29.08 -29.08 -2.51 -2.51 -4.32 4.32 -6.83 1.81 21 D+0.6Wy -29.25 -29.25 -0.56 -0.56 -7.22 7.22 -7.77 6.66 21 D+0.75L-0.45Wx -4.92 -4.92 19.61 19.61 -43.60 43.60 -23.99 63.21 21 0.6D-0.6Wx -4.75 -4.75 1.91 1.91 -4.95 4.95 -3.04 6.86 21 D-0.6Wx -4.92 -4.92 3.87 1 3.87 -7.85 1 7.85 -3.99 11.72 21 D+0.75L-0.45Wy 20.07 20.07 24.47 24.47 -43.17 43.17 -18.711 67.64 21 0.6D-0.6Wy 28.57 28.57 8.38 8.38 -4.38 4.38 4.00 12.76 21 D-0.6Wy 28.40 28.40 10.34 10.34 -7.28 7.28 3.05 1 17.62 Z Maximum shear for lag bolts connected at top of structure= 161.15 Lbs . . .... ...... • . • .••• • •• ••••.• •.• . •••.• • • ••.••• • • • • • • • • • . •• • • • •..• Page 20 of 21 Joint OutputCase Shear due to F2 Shear due to F3 Shear due to M1 Shear along axis 2 Text Text T1 T2 T1 T2 T1 T2 T1 T2 12 D+L -159.23 -159.23 4.93 4.93 -19.79 19.79 -179.02 -139.43 12 D+0.75L -132.64 -132.64 4.21 4.21 -16.42 16.42 -149.06 -116.21 12 D+0.75L+0.45Wx -129.18 -129.18 4.54 4.54 -18.88 18.88 -148.06 -110.30 12 0.6D+0.6Wx -27.12 -27.12 1.67 1.67 -7.07 7.07 -34.19 -20.05 12 D+0.6Wx -48.26 -48.26 2.49 2.49 -9.60 9.60 -57.86 -38.66 12 D+0.75L+0.45Wy -157.61 -157.61 3.81 3.81 -15.74 15.74 -173.35 -141.87 12 0.6D+0.6Wy -65.02 -65.02 0.70 0.70 -2.88 2.88 -67.90 -62.14 12 D+0.6Wy -86.17 1 -86.17 1.52 1.52 -5.41 5.41 -91.58 -80.75 12 D+0.75L-0.45Wx -136.09 -136.09 3.89 3.89 -13.971 13.97 -150.06 -122.12 12 0.6D-0.6Wx -36.33 -36.33 0.80 0.80 -0.52 0.52 -36.84 -35.81 12 D-0.6Wx -57.48 -57.48 1.62 1.62 -3.05 3.05 -60.52 -54.43 12 D+0.75L-0.45Wy -107.66 -107.66 4.61 4.61 -17.11 17.11 -124.77 -90.55 12 0.6D-0.6Wy 1.58 1.58 1.77 1.77 -4.71 4.71 -3.13 6.29 12 D-0.6Wy -19.57 -19.57 2.59 2.59 -7.23 7.23 -26.80 1 -12.33 15 D+L -159.22 -159.22 4.93 4.93 -19.80 19.80 -179.02 -139.41 15 D+0.75L -132.63 -132.63 4.21 4.21 -16.43 16.43 -1461.06 116.11 15 D+0.75L+0.45Wx -136.09 -136.09 3.89 3.89 -13.97 13.97 -150*.C6 �22.1; 15 0.6D+0.6Wx -36.33 -36.33 0.80 0.80 -0.52 0.52 -3 . • -35.82 15 D+0.6Wx -57.48 -57.48 1.62 1.62 -3.05 3.05 -60.52. -54.43. 15 D+0.75L+0.45Wy -157.60 -157.60 3.81 3.81 -15.75 15.75 -173t35 -141.8 15 0.6D+0.6Wy -65.02 -65.02 0.70 0.70 -2.89 2.89 -61.W :62.13: 15 D+0.6Wy -86.16 -86.16 1.52 1.52 -5.42 5.42 -9 . -80.74 15 D+0.75L-0.45Wx -129.17 -129.17 4.54 4.54 -18.90 18.90 -14$.O9 :10.21 15 0.6D-0.6Wx -27.11 -27.11 1.67 1.67 -7.08 7.08 -31.18. ; 20.03 15 D-0.6Wx -48.25 -48.25 2.49 2.49 -9.61 9.61 -571t *38.64 15 D+0.75L-0.45Wy -107.65 -107.65 4.62 4.62 -17.12 17.12 -124.77 -90.53 15 0.6D-0.6Wy 1.58 1.58 11.7711.771 -4.71 4.71 1 -3.13 1 6.29 15 D-0.6Wy -19.57 -19.57 12.5912.591 -7.24 7.24 1 -26.80 1 -12.33 Maximum shear for lag bolts connected at arm= Tensile strength of the 3/8"x4" Lag Bolt= Total maximum tension in Lag bolts= Tension check= 179.02 Lbs 000000 . . .. ...... ...... .... ..... ..... .. ...... . . . ...... . . .. . . .....• ... .. 417 Lbs 179.02 Lbs 0.429 <1 Hence OK Page 21 of 21