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CC-16-926 (2)0 �stjO1Ms°,i Miami Shores Village Pelmit +a pe;Cmmtorl: Gc�lt�ru titin �yc 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 ' . W`trtli'Gta5S�ftcatrc�n:R+�pallr L�� om Phone: (305)795-2204 i. PROVED �`taamA Iissue mw-,U26120116, Expiration: 10/23/2016 Project Address Parcel Number Applicant 8880 BISCAYNE Boulevard 1132060200870 Miami Shores, FL 33138-3343 Block: Lot: TROPICAL CHEVROLET Owner Information Address Phone Cell TROPICAL CHEVROLET 8880 BISCAYNE Boulevard (305)754-7551 MIAMI SHORES FL 33138-3343 8880 BISCAYNE Boulevard MIAMI SHORES FL 33138-3343 Contractor(s) Phone Cell Phone Valuation: $ 171,804.00 STRUCTURAL PRESERVATION SYST (954)283-3756 ' Total Sq Feet: 175 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Date Denied: Review Building Type of Construction:REPAIR AND STRENGTHEN PREC Occupancy Load: Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Plans Submitted:No Certification Status: Certification Date: Additional Info: Bond Return: Classification:Commercial Scannin :3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $103.20 DBPR Fee Invoice# CC-4-16-59305 $77.31 04/26/2016 Check#:201631 $5,592.94 $0.00 DCA Fee $77,31 Education Surcharge $34.40 Permit Fee $5,154.12 Scanning Fee $9.00 Technology Fee $137.60 Total: $5,592.94 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- j certify that II the foregoin information is accurate and that all work will be done in compliance with all applicable laws regulating construction mg Futhermor ,I auth jze above-named contractor to do the work stated. April 26, 2016 Authorized Signature:Owner / Appli nt / Contractor / Agent Date Building Department Copy April 26,2016 1 r structure BROWARD COUNTY LOCAL. BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm.A-100, Ft. Lauderdale, FL 33301-1895--954-831-4000 VAUD OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 DBA: Receipt#:GENES CONTRACTOR (GENERA Business Name: STRUCTURAL PRESERVATION SYSTEMS Business Type:CONTRACTOR) Owner Name:PETER H EMMONS Business Opened:10/12/2006 Business Location:2001 BLOUNT RD State/County/CertJRe9:CGC1511798 POMPANO BEACH Exemption Code: Business Phone:954-984-9555 Rooms seat Employeea:: Machines Professionals '131 For Ve"nq Business Only Number of Machines: Vending Type: I Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid I 150.00 0.00, O;pO,. ::::;:; 0:00 ..0,:00' 0.00 150.00 i THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS ' THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that It is In compliance with State or local laws and regulations. Mailing Address: STRUCTURAL. PRESERVATION SYSTEMS LL, Receipt #o1A-14-00008901 2001 BLOUNT RD paid 08/10/2015 150.00 POMPANO BEACH, FL 33069 2015 - 2016 Structural Preservation Systems, LLC 2001 Blount Road - Pompano Beach, FL 33069 • Phone:954-984-9655 - Fax: 964-984-9559 www.structural.net ♦S�ORFS s ' goes ,,,,,M Miami shores Village Building Department rim I LORID 10050 N.E.2nd Avenue Miami Shores, Florida 33138 4 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We)have been retained by Structural Preservation Systems,LLC to perform special inspector services under the Florida Building Code at the 3980 gleam>r=ei• .•M:=^'3h r°s,PL 33133 project on the below listed siruciures as of 03W15 (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ��� � ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) X SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) APR ® X15 ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) K SPECIAL INSPECTOR FOR BY: Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the 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 0 set* • Fundamental Examination;or registration as building inspector or general contractor. : ••• •••• ••••:• .. . 0000 I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnsl•perForming impaction 00#000 services. •••••• • • 0.00.0 I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location ori the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the*t'rorida 0 Building Code,must be performed by the County.The Village building inspections must be called for on aWAa"�cfetory rnZpaot"I . • Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory Ins gptio*n*s performed V the •. Department.Further, upon completion of the work under each Building Permit I will submit to the Buildingep Ineetor at the time of 0 final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge,belieifarad '0•'•• prof ion``;r i " 'fi1'ent those portions of the project outlined above meet the intent of the Florida Efuilding Code and are in 412d, d� he approved plans.��.= Engineer/Architect Name Evan Fuen ea,PE (PRINT) a Address 9700 S.Dixie Highway,STE 880,Miami,FL 33156 ' E. ATE F ,��` Phone No. 766.347.5250 fr�a Miami Shores Village - � �r • � Building Department APR 0 6 2016 j �a.�. 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By 7 CL Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2s0 BUILDING Master Permit No. 1rp 9 PERMIT APPLICATION Sub Permit No. BUILDING F-] ELECTRIC ROOFING E] REVISION F-] EXTENSION *RENEWAL F-IPLUMBING F-] MECHANICAL PUBLIC WORKS F-] CHANGE OF F-1 CANCELLATION 0 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 8880 Biscayne Blvd. City: Miami Shores County: Miami Dade Zip: 2) 2, 1 3 Folio/Parcel#: I(- 32®( —02cQ" 09?-b Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):Ian Wildstein Phone#: Address:Tropical Chevrolet Inc. , 8880 Biscayne Blvd. City: Miami Shores State: FL _ Zip- 33138 Tenant/Lessee Name: •ne#: Email: CONTRACTOR:Company Name: Structural Preservation Systems, LLC Phone#: 954.283.3756 Address: 2001 Blount Road city:I Pompano Beach State: FL Zip: 33069 Qualifier Name: r e-T e yy-N rY-,- ry Y---� Phone#: State Certification or Registration#: CGC1511798 Certificate of Competency#: DESIGNER:Architect/Engineer: United Engineering, Inc. Phone#: 786.347.5250 Address: 12595 SW 137th Ave, Suite 112 City: Miami State: FL Zip: 33186 Value of Work for this Permit:$171,804.00 Square/Linear Footage of Work: 175.00 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Repair and strengthen precast concrete joist with carbon fiber application supporting the roof deck structure IV 6-1c 157��fmf Specify color of color thru tile: �[ n� Submittal Fee$ — Permit Fee$••���� T • I CCF$ (C• 2x0 CO/CC$ Scanning Fee$q Radon Fee DBPR$ t14 '31 Notary$ Technology Fee$ 1 q ' Training/Education Fee$ 3�• Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ S �• 1 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 o commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss gd. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sig nature ignature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of a� c� ,20 1 to ,by 13 day of �7 ,20 /L by who is personally known to �� 4-rvr"O015 ,who 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: Gei•— Print: IRLE"ORG Print: W/WA L'• wg&E } my COMMISSION#FF126745 Seal: Seal: P EXPIRES May 28,2018 ;�:�,�, WILMAC ROURKE :, ._ MY COMMISSION#FF 238864 53 FbridallotaryService.com EXPIRES:September 13,2019 Banded Thru NOWY PuWlc Undemrdt m APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) r ` ACO® DATE(MM/DD/YYYY) �� CERTIFICATE OF LIABILITY INSURANCE 5/27/2015 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 CONTACT NAME: Certificates Administrator Construction Risk Solutions, LLC. PHONE ,443-798-7499 FAX 443-798-7290 11311 McCormick Road E-MAIL Suite 450 .certificates@thecrsteam.com Hunt Valley MD 21031-8622 INSURERS AFFORDING COVERAGE NAIC# INSURER A:National Union Fire Ins Co Pittsbur 19445 INSURED INSURER B:New Hampshire Insurance Co 23841 Structural Preservation Systems, LLC INSURERc:XL Specialty Insurance Company 37885 10150 Old Columbia Road Columbia, MD 21046 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 1841343231 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. I�jR TYPE OF INSURANCE INSD WVD POLICY NUMBER ADDLSUBR POLICY EFF POLICY M UD P LIMITS A X COMMERCIAL GENERAL LIABILITY 2449508 7/1/2015 7!1/2016 EACH OCCURRENCE $2,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED PREMISES Eaaccurrence $1,000,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 POLICY JET 7 LOC PRODUCTS-COMP/OP AGG $4,000,000 OTHER: $ A AUTOMOBILE LIABILITY 3506359 7/1!2015 7/1/2016 COMBINED-SFR97— Ea accident LI $2,000,000 IxANY AUTO BODILY INJURY(Per person) $ AUTOSNED AUTOSULEDBODILY INJURY(Per accident) $ HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident C X UMBRELLA LIAB X OCCUR US00062096LI15A 7/1/2015 7/1/2016 EACH OCCURRENCE $10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $10,000,000 DED X I RETENTION$10,000 $ B WORKERS COMPENSATION 015883713 7/1/2015 7/1/2016PER OTH- AND EMPLOYERS'LIABILITY Y/N X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEd$1,000,000 Ifs describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached K more space Is required) Re: Contractors Registration-GCG1511798 CERTIFICATE HOLDER CANCELLATION 30 days/10 days for non-payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01) The ACORD name and logo are registered marks of ACORD btruc'turbl A Structural Group Company STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD. CGC1511798 ` The GENERAL CONTRACTOR - J ` r 1' ; Named below IS CERTIFIEDMxw. Under the provisions of Chapter 489 FS. Y� Expiration date: AUG 31, 2016 EMMONS PETER HARRISG? STRUCTURAL P ES � �1(STEIVIS.;_LLCM{.;" �RID•GE: '` 7455 NEW :•�,r a .; ,'; ," -0 7455 T�,.( .f 1 7JA:..•�, •�'�y • •,, � •TTr'rsl lZi''��� 1� •.� s:tiy^� t.ik• 'L�����,9� C. t,' '1 N'l� •.!`�•1.�� } 'i.+. SUITE TV. HANOVER MD 2: (1763 3> ; :ti;,h1 . � : .;� �'i�I1 'WAS ;,, ,. 1'• 4�b, Nr: ��. '�`n94fk, S x'11 •% ; 4 +y �t,�• `'4' C ' „�y?g... ''..j;�'.:i +, 4�. •Jr�,i@„s• �.""��:, 8,•;i, ..�.'�.''�"•'�'..';'.�,:. +',_ ', �•°v• _;�•:f+�h4 ,,.'',`" ':,'�,ti' ;{•� ® M ' ;•N�s''>��''•',•�,'•�.- r. � •:�i?";•• ..,fin Nxq ,�`�posu�: .ty'�,:ay,i �;i •.7 d�•;: •ti��'" kk ,r'` :ti ; �,. 'N4;W.',,,r �k•` .}�'�" nta�'ry{ ':4•f•... r.,=' `'"": n $;;,:!4• C•, c.�.� k�,37,�t'.. -.,��•.,y�y, •:,�,. ,%' ' :? ........_. _... .. .. _..._......:y,...�:rimU'' 'li c....:'w,iNr�"«. e�5'L._ .•._...'.'-"��''. �!!._.b: •'•'�w...'�....:w�',.:s..:�t,...�...:...�:_t__.4...,}.+..:.:..'a.._?.5..�...1..'f_..,...._..�._,_.".S, ISSUED: 08/31/2014 DISPLAYAS REQUIRED BY LAW SEQ# L1408310004548 2001 Blount Road•Pompano Beach,FL 33069•Phone:954-984-9555•Fax 954-984-9559 www.structural.net �et!O y Miami Shores Village = #T1#7j :Clot l rclGnat st 10050 N.E.2nd Avenue 4'4Ake,", n Miami Shores,FL 33138-0000 till A Phone: (305)795-2204 Pei rtit 1 fr S PROVEI) coRm� Issuer Eater 4f "01 Expiration: 10/03/2015 Project Address Parcel Number Applicant 8880 BISCAYNE Boulevard 1132060200870 Miami Shores, FL 33138-3343 Block: Lot: TROPICAL CHEVROLET Owner Information Address Phone Cell TROPICAL CHEVROLET 8880 BISCAYNE Boulevard (305)754-7551 MIAMI SHORES FL 33138-3343 8880 BISCAYNE Boulevard MIAMI SHORES FL 33138-3343 Contractor(s) Phone Cell Phone STRUCTURAL PRESERVATION SYST (954)283-3756 Valuation: $ 171,804.00 Total Sq Feet: 175 i' Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Window Door Attachment Date Denied: Tie Beam Type of Construction:REPAIR AND STRENGTHEN PRE-C Occupancy Load: Slab Stories: Exterior: Termite Letter Front Setback: Rear Setback: Framing Left Setback: Right Setback: Store Front Attachment Plans Submitted: Certification Status: Insulation Certification Date: Additional Info: Drywall Screw Bond Return: Classification:Commercial Final PE Certification Window and Door Buck Scannin :3 Celling Grid Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Fill Cells Columns CCF $103.20 Review Building DBPR FeeInvoice# CC-3-15-54718 Review Building $77.32 03/09/2015 Credit Card $50.00 $5,702.96 DCA Fee $77,3P Review Structural Education Surcharge $34.40 04/06/2015 Credit Card $ 160.00 $5,542.96 Review Planning Permit Fee $5,154.12 04/06/2015 Check#: 182492 $5,542.96 $0.00 Review Electrical Plan Review Fee(Engineer) $160.00 Review Plumbing Scanning Fee $9.00 Review Mechanical Technology Fee $137.60 Total: $5,752.96 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. Futhetmore,I authorize the above-named contractor to do the work stated. April 06, 2015 Authorized Signature:Owner / Applicpnt / Contractor / Agent Date Building Departlment Capy April 06,2015 1 i b s 0 ..... _ STRUCTURAL CALCULATIONS RECEI�IEI� MAR 2015 For Tropical Chevro et Repair 8880 Biscayne Blvd. Miami Shores® FL 33138 �C-' rlli7mi Shores Village APPROVED l3Y DATE 4`0141�G DEPT o �'.o D DEPT �� 1,W(JI(TO COM LIANC ITH ALL DE r 1 pyr 11X��// �;; l n11I)COUNTY RULFS AND REGULATIONS UNITED Certificate of Authorization No. 29691 UNITED Project No.: 1910-05 CITY spa February 23, 20150 UNITED . . . UNITED Index 1 of 2 Table of Contents I. ITEMS Pages ■ Scope Of Work---------------------------------------------------------------------------------1 ■ Wind Loads 2-12 -------------------------------------------------------------------------------------- ■ Carbon Fiber Design........... ............... ........ ...........--------------- 13-16 ■ Steel Bracket Conn.Design................_...........................................17-23 ■ Shoring Design.......................... .....................................................24-30 Certificate of Authorization No.29691 Calculations have been prepared by the undersigned engineer assuming responsibility for manual and computer generated information. ..........E •...F� �® 2426 0 ® sS• ... it Juan�J. Fue;1(1(69 f,,SE►/0�� .e Florida License No.62426 . t Page 1 of 30 PROJECT No. 1910-05 SHEET No. OF PROJECT NAME Tropical Chevrolet UNITED" CALCULATED BY JF DRAWN BY SCALE DATE 02/15 Index 2 of 2 =PROJECT LOCATION - 8880 Biscayne Blvd.,Miami Shores,FL 33138 =SCOPE - Structural repair of existing double tees. =SOFTWARE • Wind Loading-Standards Design Group Wind Load on Structures • Gravity-Internally developed Mathcad worksheets. =CODES • GRAVITY FLORIDA BUILDING CODE 2010 • WIND ASCE 7-10 =LOADING • GRAVITY Roof(Flat): Live Load=50 psf Dead Load=25 psf • WIND Please refer to attached'Wind Loads on Structures"analysis. 00011W1000",'e X� ,®SE F�F��� 624 1 Juan Florida Page 2 of 30 Project Name: Tropical Chevrolet Location: Miami Shores, FL By: EH Start Date: 02/15 Comments: ..\3-Calcs\WLS\Parapet Roof Template.wls Tropical Chevrolet February 23, IT9of30 ASCE7-10 Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 175 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. WLS4--[1.7] Copyright©2020 SDG, Inc. Page 1 of 5 Tropical Chevrolet February 23, dlfgof30 ASCE7-10 Section - Main Section Enclosure Classification: Enclosed Wall Length(ft) Overhang(ft) 1 150.0 0.0 2 150.0 0.0 Top 3 150.0 0.0 W2 4 150.0 0.0 W1 W3 Eave Height: 20 ft Parapet Height: 2 ft Parapet Enclosure: Solid W4 Roof Shape: Flat Front — ,Right wil W4 W3 W47 W3 IW2 WLS4--[1.7] Copyright©2020 SDG, Inc. Page 2 of 5 Tropical Chevrolet February 23, 5619 of30 - ASCE7-10 Composite Drawing 0 2 � A 3 a 4 A WLS4--[1.7] Copyright©2020 SDG, Inc. Page 3 of 5 Tropical Chevrolet February 23, of 30 ASCE?-10 Components and Cladding Input Component Description Wall/Roof I Surface Label Zone Span(ft) Width(ft) I Area(sqft) Roof A<=10 sf Roof A (All) 10 Roof A<=20 sf Roof A (All) 20 Roof A<=30 sf Roof A (All) 30 Roof A<=40 sf Roof A (All) 40 Roof A<=50 sf Roof A (All) 50 Roof A<=60 sf Roof A (All) 60 Roof A<=70 sf Roof A (All) 70 Roof A<=80 sf Roof A (All) 80 Roof A<=90 sf Roof A (All) 90 Roof A<=100 sf Roof A (All) 100 Wall A<=10 sf Wall 1 (All) 10 Wall A<=20 sf Wall 1 (All) 20 Wall A<=30 sf Wall 1 (All) 30 Wall A<=40 sf Wall 1 (All) 40 Wall A<=50 sf Wall 1 (All) 50 Wall A<=60 sf Wall 1 (All) 60 Wall A<=70 sf Wall 1 (All) 70 Wall A<=80 sf Wall 1 (All) 80 Wall A<=90 sf Wall 1 (All) 90 Wall A<=100 sf Wall 1 (All) 100 Parapet A<=10 sf Parapet 1 (All) 10 Parapet A<=20 sf Parapet 1 (All) 20 Parapet A<=30 sf Parapet 1 (All) 30 WLS4—[1.7] Copyright©2020 SDG, Inc. Page 4 of 5 Tropical Chevrolet February 23, Mof30 ASCE?-10 Components and Cladding Output Component Description Surface Zone z(ft) q(psf) GCp I GCpi ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) Roof A<=10 sf A 1 20.0 60.1 0.30 0.18 18.0 7.2 28.8 20.0 60.1 -1.00 -60.1 -70.9 -49.3 2 20.0 60.1 0.30 18.0 7.2 28.8 20.0 60.1 -1.80 -108.2 -119.0 -97.4 3 20.0 60.1 0.30 18.0 7.2 28.8 20.0 60.1 -2.80 -168.3 -179.1 -157.5 Roof A<=20 sf A 1 20.0 60.1 0.27 0.18 16.2 5.4 27.0 20.0 60.1 -0.97 -58.3 -69.1 -47.5 2 20.0 60.1 0.27 16.2 5.4 27.0 20.0 60.1 -1.59 -95.6 -106.4 -84.7 3 20.0 60.1 0.27 16.2 5.4 27.0 20.0 60.1 -2.29 -137.6 -148.4 -126.8 Roof A<=30 sf A 1 20.0 60.1 0.25 0.18 15.0 4.2 25.8 20.0 60.1 -0.95 -57.1 -67.9 -46.3 2 20.0 60.1 0.25 15.0 4.2 25.8 20.0 60.1 -1.47 -88.3 -99.2 -77.5 3 20.0 60.1 0.25 15.0 4.2 25.8 20.0 60.1 -1.99 -119.6 -130.4 -108.8 Roof A<=40 sf A 1 20.0 60.1 0.24 0.18 14.4 3.6 25.2 20.0 60.1 -0.94 -56.5 -67.3 -45.7 2 20.0 60.1 0.24 14.4 3.6 25.2 20.0 60.1 -1.38 -82.9 -93.8 -72.1 3 20.0 60.1 0.24 14.4 3.6 25.2 20.0 60.1 -1.78 -107.0 -117.8 -96.2 Roof A<=50 sf A 1 20.0 60.1 0.23 0.18 13.8 3.0 24.6 20.0 60.1 -0.93 -55.9 -66.7 -45.1 2 20.0 60.1 0.23 13.8 3.0 24.6 20.0 60.1 -1.31 -78.7 -89.5 -67.9 3 20.0 60.1 0.23 13.8 3.0 24.6 20.0 60.1 -1.61 -96.8 -107.6 -85.9 Roof A<=60 sf A 1 20.0 60.1 0.22 0.18 13.2 2.4 24.0 WLS4--[1.7] Copyright @)2020 SDG, Inc. Page 5 of 5 Tropical Chevrolet February 23, &Tgof30 ASCE7-10 Components and Cladding Output Roof A<=60 sf I A 11 120.0 160.1 10.22 10.18 113.2 12.4 24.0 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) Roof A<=60 sf A 1 20.0 60.1 -0.92 0.18 -55.3 -66.1 -44.5 2 20.0 60.1 0.22 13.2 2.4 24.0 20.0 60.1 -1.26 -75.7 -86.5 -64.9 3 20.0 60.1 0.22 13.2 2.4 24.0 20.0 60.1 -1.48 -88.9 -99.8 -78.1 Roof A<=70 sf A 1 20.0 60.1 0.22 0.18 13.2 2.4 24.0 20.0 60.1 -0.92 -55.3 -66.1 -44.5 2 20.0 60.1 0.22 13.2 2.4 24.0 20.0 60.1 -1.21 -72.7 -83.5 -61.9 3 20.0 60.1 0.22 13.2 2.4 24.0 20.0 60.1 -1.36 -81.7 -92.6 -70.9 Roof A<=80 sf A 1 20.0 60.1 0.21 0.18 12.6 1.8 23.4 20.0 60.1 -0.91 -54.7 -65.5 -43.9 2 20.0 60.1 0.21 12.6 1.8 23.4 20.0 60.1 -1.17 -70.3 -81.1 -59.5 3 20.0 60.1 0.21 12.6 1.8 23.4 20.0 60.1 -1.26 -75.7 -86.5 -64.9 Roof A<=90 sf A 1 20.0 60.1 0.20 0.18 12.0 1.2 22.8 20.0 60.1 -0.90 -54.1 -64.9 -43.3 2 20.0 60.1 0.20 12.0 1.2 22.8 20.0 60.1 -1.13 -67.9 -78.7 -57.1 3 20.0 60.1 0.20 12.0 1.2 22.8 20.0 60.1 -1.18 -70.9 -81.7 -60.1 Roof A<=100 sf A 1 20.0 60.1 0.20 0.18 12.0 1.2 22.8 20.0 60.1 -0.90 -54.1 -64.9 -43.3 2 20.0 60.1 0.20 12.0 1.2 22.8 20.0 60.1 -1.10 -66.1 -76.9 -55.3 3 20.0 60.1 0.20 12.0 1.2 22.8 20.0 60.1 -1.10 -66.1 -76.9 -55.3 Wall A<=10 sf 1 4 20.0 60.1 0.90 0.18 54.1 43.3 64.9 WLS4--[1.7] Copyright©2020 SDG, Inc. Page 6 of 5 Tropical Chevrolet February 23, 5619 Of30 ASCE7-10 Components and Cladding Output Wall A<=10 sf 11 14 120.0 160.1 10.90 10.18 154.1 43.3 164.9 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) Wall A<=10 sf 1 4 20.0 60.1 -0.99 0.18 -59.5 -70.3 -48.7 5 20.0 60.1 0.90 54.1 43.3 64.9 20.0 60.1 -1.26 -75.7 -86.5 -64.9 Wall A<=20 sf 1 4 20.0 60.1 0.85 0.18 51.1 40.3 61.9 20.0 60.1 -0.94 -56.5 -67.3 -45.7 5 20.0 60.1 0.85 51.1 40.3 61.9 20.0 60.1 -1.16 -69.7 -80.5 -58.9 Wall A<=30 sf 1 4 20.0 60.1 0.82 0.18 49.3 38.5 60.1 20.0 60.1 -0.91 -54.7 -65.5 -43.9 5 20.0 60.1 0.82 49.3 38.5 60.1 20.0 60.1 -1.11 -66.7 -77.5 -55.9 Wall A<=40 sf 1 4 20.0 60.1 0.80 0.18 48.1 37.3 58.9 20.0 60.1 -0.89 -53.5 -64.3 -42.7 5 20.0 60.1 0.80 48.1 37.3 58.9 20.0 60.1 -1.07 -64.3 -75.1 -53.5 Wall A<=50 sf 1 4 20.0 60.1 0.79 0.18 47.5 36.7 58.3 20.0 60.1 -0.88 -52.9 -63.7 -42.1 5 20.0 60.1 0.79 47.5 36.7 58.3 20.0 60.1 -1.04 -62.5 -73.3 -51.7 Wall A<=60 sf 1 4 20.0 60.1 0.78 0.18 46.9 36.1 57.7 20.0 60.1 -0.87 -52.3 -63.1 -41.5 5 20.0 60.1 0.78 46.9 36.1 57.7 20.0 60.1 -1.01 -60.7 -71.5 -49.9 Wall A<=70 sf 1 4 20.0 60.1 0.77 0.18 46.3 35.5 57.1 20.0 60.1 -0.86 -51.7 -62.5 -40.9 5 20.0 60.1 0.77 46.3 35.5 57.1 20.0 60.1 -0.99 -59.5 -70.3 -48.7 Wall A<=80 sf 1 4 20.0 60.1 0.76 0.18 45.7 34.9 56.5 WLS4--[1.7] Copyright©2020 SDG, Inc. Page 7 of 5 Tropical Chevrolet P e1 of 30 I� February 23, ��15� ASCE7-10 Components and Cladding Output Wall A<=80 sf 11 14 120.0 160.1 10.76 10.18 145.7 134.9 156.5 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/+GCpi (psf) Net w/-GCpi (psf) Wall A<=80 sf 1 4 20.0 60.1 -0.85 0.18 -51.1 -61.9 -40.3 5 20.0 60.1 0.76 45.7 34.9 56.5 20.0 60.1 -0.97 -58.3 -69.1 -47.5 Wall A<=90 sf 1 4 20.0 60.1 0.75 0.18 45.1 34.3 55.9 20.0 60.1 -0.84 -50.5 -61.3 -39.7 5 20.0 60.1 0.75 45.1 34.3 55.9 20.0 60.1 -0.96 -57.7 -68.5 -46.9 Wall A<=100 sf 1 4 20.0 60.1 0.74 0.18 44.5 33.7 55.3 20.0 60.1 -0.83 -49.9 -60.7 -39.1 5 20.0 60.1 0.74 44.5 33.7 55.3 20.0 60.1 -0.94 -56.5 -67.3 -45.7 Parapet A<=10 sf Front(A)4 22.0 61.3 0.90 0 55.2 55.2 55.2 Back(A)2 20.0 60.1 -1.80 -108.2 -108.2 -108.2 Front(B)4 22.0 61.3 -0.99 -60.7 -60.7 -60.7 Back(B) 22.0 61.3 0.90 55.2 55.2 55.2 Front(A)5 22.0 61.3 55.2 55.2 55.2 Back(A)3 20.0 60.1 -2.80 -168.3 -168.3 -168.3 Front(B)5 22.0 61.3 -1.26 -77.2 -77.2 -77.2 Back(B) 22.0 61.3 0.90 55.2 55.2 55.2 Parapet A<=20 sf Front(A)4 22.0 61.3 0.85 0 52.1 52.1 52.1 Back(A)2 20.0 60.1 -1.59 -95.6 -95.6 -95.6 Front(B)4 22.0 61.3 -0.94 -57.6 -57.6 -57.6 Back(B) 22.0 61.3 0.85 52.1 52.1 52.1 Front(A)5 22.0 61.3 52.1 52.1 52.1 Back(A)3 20.0 60.1 -2.29 -137.6 -137.6 -137.6 Front(B)5 22.0 61.3 -1.16 -71.1 -71.1 -71.1 Back(B) 22.0 61.3 0.85 52.1 52.1 52.1 Parapet A<=30 sf Front(A)4 22.0 61.3 0.82 0 50.3 50.3 50.3 Back(A)2 20.0 60.1 -1.47 -88.3 -88.3 -88.3 Front(B)4 22.0 61.3 -0.91 -55.8 -55.8 -55.8 WLS4--[1.7] Copyright©2020 SDG, Inc. Page 8 of 5 Tropical Chevrolet February 23,788119 of 30 ASCE?-10 Components and Cladding Output Component Descriptionj Surface I Zone I z(ft) I q(psf) I GCp I GCpi I ExtPres(psf) Net w/+GCpi (psf) I Net w/-GCpi (psf) Parapet A<=30 sf Back(B)4 22.0 61.3 0.82 0 50.3 50.3 50.3 Front(A)5 22.0 61.3 50.3 50.3 50.3 Back(A)3 20.0 60.1 -1.99 -119.6 -119.6 -119.6 Front(B)5 22.0 61.3 -1.11 -68.0 -68.0 -68.0 Back(B) 22.0 61.3 0.82 50.3 50.3 50.3 WLS4--[1.7] Copyright©2020 SDG, Inc. Page 9 of 5 Page 12 of 30 Shear Demand Calculations Project: Tropical Chevrolet Condition: Typical Joist Designed by: NG Date: 11-25-2014 �Required Information about the Existing Structure Section Dimensions h:= 16-in Total section height b f:= 24.in Tributary width b0 4.in Width of web at the beam soffit b1 := 6-in Width of web at the slab soffit tf:= 4-in Thickness of slab b0+ b1 An:_ 2 (h—tf) + bf•tf Cross sectional area of precast joist An= 156•in2 Material Property Specifications PC 150•IV Reinforced concrete specific weight ft Load and Span Information wD An-Pc Self weight of existing joist wD= 162.5•Ift wSD 25•psf b f Superimposed dead load wSD=50.1Ibf ft wL:= 50•psf•b f Live Load WL= 100•IV Page 13 of 30 wu:= 1.2•(wD+wSD) + 1.6•wL Ultimate factored load lbf wu=415• ft 1n:= 23-ft Span length Reaction Calculation VD:= 2'(wD+wSD)'1n Shear force due to dead loads VD=2.44.kip VL;= 2 wL"n Shear force due to live loads VL= 1.15-kip Vu 2.wu•ln Ultimate shear demand at joist support Vu=4.772-kip Page 14 of 30 Shear Strengthening Design - RC Member ACI 440.2R-08 Project: Tropical Chevrolet Condition: Shear Strengthening at Joist End Designed by: NG Date: 02-16-2015 1.11-7011 112-11 Him Section Dimensions h= 16 Total section height[in.] bw:=4 Width of web[in.] hs :=4 Thickness of slab[in.] d:=h—2.5 Effective depth of mild tension steel [in.] Load and Span Information Vu :=4.8 Factored shear to be resisted by the strengthened element[kips] VDL:=2.44 Unfactored dead load shear to be resisted by the strengthened element[kips] VLL:= 1.15 Unfactored live load shear to be resisted by the strengthened element[kips] Material Property Specifications fc:=4000 Nominal compressive strength of the concrete[psi] fy= 60 Yield strength of existing steel reinforcement[ksi] Concrete type Conc := 1 Type of Concrete 1 -Normal Weight Concrete 2 -All-Lightweight Concrete 3--Sand-Lightweight Concrete 7c = 1 Strength reduction factor for shear based on concrete type iRequired FRP Design • • FRP Material Properties Type :=2 Type of FRP Reinforcement 1 --V-Wrap C100 High Strength Carbon Fiber 2--V-Wrap C200 High Strength Carbon Fiber 3--V-Wrap C200-H High Strength Carbon Fiber 4--V-Wrap C400 High Strength Carbon Fiber Exposure:=2 Exposure Condition 1 --Interior Exposure 2--Exterior Exposure 3--Aggressive Exposure Page 1 of 3 Page 15 of 30 ffu = 121 Ultimate tensile strength of the FRP[ksi] Efu= 0.0085 Ultimate rupture strain of the FRP[in./in.] Ef = 11900 Tensile modulus of elasticity of the FRP[ksi] tf = 0.04 Nominal design thickness of one ply of the FRP[in.] CE = 0.85 Reduction factor for environmental exposure[ACI 440.2R-08,Table 9.1] Layout of the FRP Reinforcement wf 12 Width of the FRP strip[in.] sf := 12 Spacing of FRP strip center to center[in.];for full coverage wf=sf sf max 4+wf Maximum spacing of the strips[in.] sf max = 15.4 df :=d—hs Effective depth of the FRP reinforcement,[in] df = 9.5 n:= 1 Number of plies Wrap:=2 Strengthening Scheme 1 --Completely Wrapped 2--U-Wrapped Beam 3--L-Wrapped Beam 4--Two Sides Bonded Beam Strength Reduction Factors (� :=0.75 Strength reduction factor for shear *f = 0.85 Additional strength reduction factor for FRP (ACI 440.2R-08,Table 11.1) Contribution To Shear Strength ffu=CE ffu Design ultimate tensile strength of FRP[ksi] Efu CE Efu Design ultimate tensile strain of FRP[n./in.] Af :_ (n•tf•wf) if Wrap= 3 Area of FRP shear reinforcement[in.2] (2•n•tf•wf) otherwise Af = 0.96 Le := 2500 0.58 Active bond length of FRP laminate[in./lbf] (n•tf•Ef• 1000) Le = 1.27 Page 2of3 Page 16 of 30 2 3 k1 :=( C ) Modification factor applied to"k,"to account for the concrete strength 000) k1 = 1 k2 := 1 if Wrap= 1 Modification factor applied to"k„"to account for the wrapping scheme df—Le if Wrap= 2 df df—Le if Wrap= 3 df df-3-Le if Wrap= 4 df k2 = 0.866 KV =min k1 k2 Le,0.751 Bond-dependent coefficient for shear 468% s,v = 0.326 Efe := min(0.004,0.75efu� if Wrap= 1 Effective strain level in FRP reinforcement;strain level attained at section failure[in./in.]min(K,�•E fu,0.004) otherwise Efe = 0.002356 ffe Efe-Ef Effective stress level in FRP reinforcement;stress level attained at section failure[ksi] ffe = 28.04 Vf :_ °'f-ffe-df Nominal shear strength provided by FRP reinforcement[kips] sf Vf = 21.31 �)Vf :_ 4)•*f•Vf FRP shear contribution to shear strength[kips] (pVf = 13.58 Vu = 4.8 New shear demand[kips] Check_Ult_Strength "OK" if c)Vf z Vu "NOT OK" otherwise Check Ult Strength= "OK" Page 3 of 3 Pae 17 of 30 www.hiltims Profis Anchor 2.4.6 Company: STRUCTURAL TECHNOLOGIES Page: 1 Specifier. Nestore Galati Project: Tropical Chevrolet Address: 10150 Old Columbia Road,Columbia,MD Sub-Project I Pas.No.: Anchors Design Phone I Fax: 443-561-3615 1 Date: 11/18/2014 E-Mail: ngalati@structuraltec.com Specifiers comments: 1 Input data f Anchor type and diameter: Kwik Bolt TZ-CS 1/2(3 1/4) .... .::j, Effective embedment depth: hef=3.250 in.,h„om=3.625 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2013 5/1/2015 Proof: design method ACI 318/AC193 Stand-off installation: eb=0.000 in.(no stand-off);t=0.500 in. Anchor plate: IX x ly x t=8.000 in.x 12.000 in.x 0.500 in.;(Recommended plate thickness:not calculated) Profile: no profile Base material: uncracked concrete,3000,fc =3000 psi;h=16.000 in. Reinforcement: tension:condition B,shear.condition B;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C,D,E,or F) no Geometry[in.]&Loading[Ib,in.lb] Z; it 0 9 Y.. S �d• a^ L f b t-a `X Input data and results must be checked for agreement with the existing conditions and for plausibility[ PROFIS Anchor(c)20032009 HIM AG,FL-9494 Schaan HIM is a registered Trademark of HIItI AG,Schaan Pae 18 of 30 www.hiiti.us Profis Anchor 2.4.6 Company: STRUCTURAL TECHNOLOGIES Page: 2 Specifier. Nestore Galati Project: Tropical Chevrolet Address: 10150 Old Columbia Road,Columbia,MD Sub-Project I Pos.No.: Anchors Design Phone I Fax: 443-561-36151 Date: 11/18/2014 E-Mail: ngalati@structuraltec.com 2 Load case/Resulting anchor forces y Load case:Design loads 03 . y Anchor reactions[lb] a Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 2586 1200 1200 0 2 214 1200 1200 0 32586 1200 1200 0 Tension Com 1.i sion x 4 214 1200 1200 0 max.concrete compressive strain: 0.17 max.concrete compressive stress: 738[psi] resulting tension force in(xty)=(-2.117/0.000): 5601 [lb] resulting compression force in(x/y)=(3.651/0.000):4641 [lb] 01 02 3 Tension load Load Nue[Ib] Capacity ON,[Ib] Utilization ON=NuJoNn Status Steel Strength* 2586 8029 33 OK Pullout Strength* 2586 3927 66 OK Concrete Breakout Strength** 5601 10155 56 OK *anchor having the highest loading **anchor group(anchors in tension) 3.1 Steel Strength Na. =ESR value refer to ICC-ES ESR-1917 0 Nsteel z Nae ACI 318-08 Eq.(D-1) Variables n Aee.N[in?] fut.[psi] 1 0.10 106000 Calculations Nss[lb] 10705 Results NSs[lb] �ste� N.[lb] Nue[Ib] 10705 0.750 8029 2586 3.2 Pullout Strength Npn. —Np,2500 2500 refer to ICC-ES ESR-1917 0 Npn,f,a Nua ACI 318-08 Eq.(D-1) Variables fo[psi] Np,25011 Vb] 3000 5515 Calculations 2500 1.095 Results Npn.f[Ib] (concrete Non.f.[lb] Nu.Yb] 6041 0.650 3927 2586 Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor(c)2003-2009 Hilt)AG,FL-9494 Schaan Hilt[is a registered Trademark of Hilti AG,Schaan Pae 19 of 30 www.hilti.us Profis Anchor 2.4.6 Company: STRUCTURAL TECHNOLOGIES Page: 3 Specifier. Nestore Galati Project: Tropical Chevrolet Address: 10150 Old Columbia Road,Columbia,MD Sub-Project I Pos.No.: Anchors Design Phone I Fax: 443-561-36151 Date: 11/18/2014 E-Mail: ngalati@structuraltec.com 3.3 Concrete Breakout Strength Ncpg =(ANcnANc)Wec,N Wed,N Wc.N Wcp,N Nb ACI 318-08 Eq.(D-5) Ncbg z Nua ACI 318-08 Eq.(D-1) ANc see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) ANrA =9 het ACI 318-08 Eq.(D-6) 1 W..N = \1 +2eN 5 1.0 ACI 318-08 Eq.(D-9) 3 het Wed.N =0.7+0.3(5het/51.0 ACI 318-08 Eq.(D-11) Wcp,N =MAX(ficin,1 shat)5 1.0 ACI 318-08 Eq.(D-13) c Nb =kc x fc haf-5 ACI 318-08 Eq.(D-7) Variables hef[in.] ec1 N[in.] e.2,N[in.] ca,rnin[in.] Wa N 3.250 2.117 0.000 11.500 1.000 ca.[in.] kc �. fc[psi] 6.000 24 1 3000 Calculations AN.[in•2] AN.0 fn 2] Wec1,N Wec2,N Wed,N Wcp•N Nb[Ib] 276.56 95.06 0.697 1.000 1.000 1.000 7702 Results Nag[Ib] own"ete ¢Ncbg[lb] N„a[Ib] 15622 0.650 10155 5601 Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor(c)2003-2009 Hilt AG,FL-9494 Schaan HIM Is a registered Trademark of Hlltl AG,Schaan Pae 20 of 30 www.hilti.us Profis Anchor 2.4.6 Company: STRUCTURAL TECHNOLOGIES Page: 4 Specifier. Nestore Galati Project: Tropical Chevrolet Address: 10150 Old Columbia Road,Columbia,MD Sub-Project I Pos.No.: Anchors Design Phone 1 Fax: 443-561-36151 Date: 11/18/2014 E-Mail: ngalati@structuraltec.com 4 Shear load Load Vu.[lb] Capacity OV,[lb] Utilization PV=V1JOV„ Status Steel Strength* 1200 3572 34 OK Steel failure(with lever arm)* N/A N/A N/A N/A Pryout Strength** 4800 31370 16 OK Concrete edge failure in direction x+** 4800 18295 27 OK *anchor having the highest loading **anchor group(relevant anchors) 4.1 Steel Strength Vss =ESR value refer to ICC-ES ESR-1917 0 Vsteel z V. ACI 318-08 Eq.(D-2) Variables n Ase,y[in?] fut.[psi] 1 0.10 106000 Calculations V.[lb] 5495 Results V.[lb] �ateel V.[lb] Via[lb] 5495 0.650 3572 1200 4.2 Pryout Strength Vcpg =4"cp[(ANcOANc)Wl ,N tlfed,N Wc,N Wcp,N Nb] ACI 318-08 Eq.(D-31) V-W z V. ACI 318-08 Eq.(D-2) ANc see ACI 318-08,Part D.5.2.1,Fig.RD.5.2.1(b) ANS =9 hef ACI 318-08 Eq.(D-6) 1 Wec,N = 2 eN 5 1.0 ACI 318-08 Eq.(D-9) 3 hef yfad,N =0.7+0.3/ca'.5h.f)5 1.0 ACI 318-08 Eq.(D-11) 1 ylcp N =MAXSLP±min 1.5h 5 1.0 ACI 318-08 Eq.(D-13) Cac cac Nb =k.X-Zc heis ACI 318-08 Eq.(D-7) Variables kcp hef[in.] ec1,N[in.] eo2,N[in] ca,min[in.] 2 3.250 0.000 0.000 11.500 Yc,N ca.[in.] k. l f+.[psi] 1.000 6.000 24 1 3000 Calculations ANc[in 2] AN.[in•1 lVec1,N Wec2,N t(<ed,N Wcp.N Nb[lb] 276.56 95.06 .000 1.000 1.000 1.000 7702 Results Vcpg[lb] �Wncrete Vcpg[lb] V.[fib] 44814 0.700 31370 4800 Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor(c)2003-2009 Hilt AG,FL-9494 Schaan Hllti is a registered Trademark of HIItl AG,Schaan Pae 21 of 30 E:1E5:R:1 www.hllti.us Profis Anchor 2.4.6 Company: STRUCTURAL TECHNOLOGIES Page: 5 Specifier. Nestore Galati Project: Tropical Chevrolet Address: 10150 Old Columbia Road,Columbia,MD Sub-Project I Pos.No.: Anchors Design Phone I Fax: 443-561-3615 1 Date: 11/18/2014 E-Mail: ngalati@stfucturaltec.com 4.3 Concrete edge failure in direction x+ Vcbg =(Avw)Wec,V lifed,V Wc,V Wh,V Wparaliel,v Vb ACI 318-08 Eq.(D-22) Vcb9 2 V. ACI 318-08 Eq.(D-2) Avc see ACI 318-08,Part D.6.2.1,Fig.RD.6.2.1(b) Av. =4.5 cep ACI 318-08 Eq.(D-23) 1 Wec.V = 1 +2e 5 1.0 ACI 318-08 Eq.(D-26) 3cat W,,v =0.7+0,3(1 Scat)!5 1.0 ACI 318-08 Eq.(D-28) 1.5cat z 1.0 ACI 318-08 Eq.(D-29) Whyh. o.z Vb =(7(d) d. ) cad ACI 318-08 Eq.(D-24) a Variables cat[in.] cat[in.] ecv[in.] Wc.V ha[in.] 11.500 0.000 1.400 16.000 la[in.] X da[in.] f-.[psi] Wpamnei,V 3.250 1.000 0.500 3000 1.000 Calculations Ave[in 2] Avco[in 2] Wecy Wed,V Wh.V Vb[lb] 696.00 595.13 1.000 1.000 1.038 15374 Results Vcbg[Ib] �conc ate VcN[lb] V„a[lb] 26136 0.700 18295 4800 5 Combined tension and shear loads ON RV Utilization AN,v 1%] Status pLL 0t.659 0.336 5/3 67 OK ONV=YN+pV<=1 6 Warnings • To avoid failure of the anchor plate the required thickness can be calculated in PROFIS Anchor.Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the loadings • Condition A applies when supplementary reinforcement is used.The(D factor is increased for non-steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength.Refer to your local standard. • Refer to the manufacturer's product literature for cleaning and installation instructions. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standardl Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for piausibilityl PROFIS Anchor(c)2003-2009 Hilti AG,FL-9494 Schaan Hilts Is a registered Trademark of Hlid AG,Schaan Pae 22 of 30 www.hilti.us Profis Anchor 2.4.6 Company: STRUCTURAL TECHNOLOGIES Page: 6 Specifier. Nestore Galati Project: Tropical Chevrolet Address: 10150 Old Columbia Road;Columbia,MD Sub-Project I Pas.No.: Anchors Design Phone I Fax: 443-561-3615 1 Date: 11/18/2014 E-Mail: ngalati@structuraltec.com 7 Installation data Anchor plate,steel:- Anchor type and diameter:Kwik Bolt TZ-CS,1/2(3 1/4) Profile:no profile;0.000 x 0.000 x 0.000 in. Installation torque:480.001 in.lb Hole diameter in the fixture:df=0.563 in. Hole diameter in the base material:0.500 in. Plate thickness(input):0.500 in. Hole depth in the base material:4.000 in. Recommended plate thickness:not calculated Minimum thickness of the base material:8.000 in. Cleaning:Manual cleaning of the drilled hole according to instructions for use is required. y 4.000 4.000 0 0 u? 03 &- 0 0 0 0 0 x 0 0 m 1 0 0 1.500 5.000 1.500 Coordinates Anchor in. Anchor x y cx cx c_, c.y 1 -2.500 -4.500 - 16.500 - - 2 2.500 -4.500 - 11.500 - - 3 -2.500 4.500 - 16.500 - - 4 2.500 4.500 - 11.500 - - Input data and results must be checked for agreement with the existing conditions and for plausiblityl PROFIS Anchor(c)2003-2009 Hilt AG,FL-9494 Schaan HIM Is a registered Trademark of Hilt AG,Schaan 1`9111116 Pae 23 of 30 www.hiltims Profis Anchor 2.4.6 Company: STRUCTURAL TECHNOLOGIES Page: 7 Specifier. Nestore Galati Project: Tropical Chevrolet Address: 10150 Old Columbia Road,Columbia,MD Sub-Project I Pos.No.: Anchors Design Phone I Fax: 443-561-3615 1 Date: 11/18/2014 E-Mail: ngalati@structuraltec.com 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user. All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor(c)2003-2009 Hllti AG,FL-9494 Schaan HIM Is a registered Trademark of Hlltl AG,Schaan ! Page 24 of 30 a PROJECT No. 1 "1 id 0..5 SHEET No. OF PROJECT NAME Tropic c+ Gheyrn)ei- R e Qca r U ONE I T E CALCULATED BY AM DRAWN BY Inc.Engineering, SCALE DATE 15 ! Encs : i 5 56 PS i I i i i 1 1 i i i i T-1 I 1 i i i i 1 i I. ! i i Page 25 of 30 ' EXIST.ROOF UNITED ENGINEERING,INC.,amorfin Jan 19,2015.0;19 PM _-- Load Case:D IES VfsualAnalysis 11.00.0013 -0. Wfk , ' l Page 26 of 30 EXIST.ROOF UNITED ENGINEERING,INC.,amorftn Rj9,20115;06:19..PM Js Load Case:SW IES VlsuaWnatys(s 11.00.0013 -0.0410 IUR i Page 27 of 30 EXIST.ROOF UNITED ENGINEERING,INC.,amorfln -- --- ---- --- Jan 19,2015:06:19 PM - -- - - Goat!Casa:L IES MsualAnalysls 11.00.0013 -0.05V sort i i Page 28 of 30 EXIST.ROOF UNITED ENGINEERING,INC.,amorfln Jan 19,2015;W19 PM Result Case:D+L IES VlsualAnalysls 11.00.0013 ..................................................................................................................... _....................... .w..................................... u n O � N N X Page 29 of 30 PROJECT No. , q 10-05 SHEET No. OF PROJECT NAME leg Pic al ChevyUNITED CALCULATED BY., /�M DRAWN BY Engineering, Inc. SCALE DATE .Iv .ocls e,s�'. . — �� — : --- — I Li CIL A I � I _ ( h C' GGA �� - C – G — L� i�uo .�bs I : r Spot cJ — i ' I p I : aQ 10 i � I ! ' � i► U c"ttS t , T Ll Q . • Page 30 of 30 PROJECT No. `1 I Q-C' 5 SHEET No. OF 0 EEL m Boom. PROJECT NAME 'TrQ iC(At aegto l C tUNITED CALCULATED BY AN� DRAWN BY Engineering, Inc. SCALE DATE V5 t7 �p i , i i : : -- - - : iks , -- _ -�- i . i VZ� ti yU,iUc t6 x v wf e ,s15 SCOPE OF WORK: STEEL BRACKETS NOTES: 1. STRUCTURAL TECHNOLOGIES' SCOPE OF WORK IS LIMITED TO DEVELOPING 17. USING A ROLLER,APPLY ONE PRIME COAT OF EPDXY RESIN TO THE SUBSTRATE. 1. DO NOT CUT EXISTING REINFORCING STEEL. REPAIR DETAILS FOR SEVERAL PRECAST JOISTS DAMAGED AT THE SUPPORTS. ALLOW PRIMER TO BECOME TACKY TO THE TOUCH. 2. ALL BRACKETS SHALL BE MADE WITH ASTM A992 GRADE 36 GALVANIZED o 2. NO WARRANTY,EXPRESSED OR IMPLIED TO THE ADEQUACY AND CODE 18. FILL ANY UNEVEN SURFACES OR RECESSES WITH THICKENED EPDXY. STEEL. COMPLIANCE OF THE EXISTING STRUCTURE I5 MADE BY VIRTUE OF THIS SUBMITTAL.THIS DESIGN IS NOT TO BE USED UNLESS APPROVED BY A 19. APPLY FRP REINFORCEMENT,PER PROJECT DRAWINGS. 3. ALL WELDING OF STEEL SHALL BE PERFORMED USING E70 ELECTRODES. PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA,AND STRUCTURAL TECHNOLOGIES DISCLAIMS ANY LIABILITY FOR DESIGN OR 20. USING A ROLLER OR HAND PRESSURE,RELEASE OR ROLL OUT ENTRAPPED AIR, 4. CONCRETE ANCHORS SHALL BE HILTI KB-TZ 1/2"DIAMETER MECHANICAL DETAILS OF OTHERS. AND ENSURE THAT EACH INDIVIDUAL LAYER IS FIRMLY EMBEDDED AND ANCHORS.CONCRETE ANCHORS SHALL BE INSTALLED ACCORDING TO ADHERED TO THE PRECEEDING LAYER OR SUBSTRATE. MANUFACTURER RECOMMENDATIONS. NOTES FOR EXTERNALLY BONDED FRP: E 21. WHEN NEEDED FRP SHEETS SHALL BE LAPPED IN THE FIBER DIRECTION AT 5. INSTALL 1/4"NEOPRENE BEARING PAD BETWEEN STEEL BRACKET AND c` 1. REVIEW PROJECT SPECIFICATIONS IN DETAIL.VISIT SITE TO VERIFY ALL LEAST 8"TO ACHIEVE CONTINUITY. BEAM SOFFIT BRACKET. . . . � z CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO COMMENCEMENT OF WORK. 22. FIELD LAYOUT OF FRP STRIPS MAY VARY TO ACCOMMODATE FIELD CONDITIONS GENERAL NOTES: EXISTING PIPES,CONDUITS,ATTACHMENTS,ETC.). 2. BEFORE STARTING ANY WORK,EXISTING JOISTS SHALL BE SHORED TO SUPPORT 1. THE GOVERNING CODE FOR THIS PROJECT IS THE FLORIDA BUIDING CODE, A SERVICE LOAD OF 4 KIPS AT EACH END BEING REPAIRED.SHORING SHALL BE 23. VARIATION TO ACCOMMODATE FIELD CONDITIONS SHALL BE REPORTED TO THE 2010 EDITION.THIS CODE PRESCRIBES WHICH EDITION OF EACH INSTALLED NO MORE THAN 5 FEET FROM JOIST'S END. ENGINEER FOR APPROVAL. REFERENCED STANDARD APPLIES TO THIS PROJECT. Y 3. REMOVE EXISTING STEEL BRACKET. 2. TO THE BEST OF OUR KNOWLEDGE,THE STRUCTURAL DRAWINGS AND 4. REMOVE ALL LOOSE AND SPALLED CONCRETE AND PERFORM CONCRETE REPAIR NOTES FOR CRACK INJECTION: SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE z s GOVERNING BUIDING CODE. c o v AS INDICATED ON THESE DRAWINGS PRIOR TO FRP INSTALLATION. 1. SURFACE CLEAN AREA OF CRACK AS REQUIRED TO PROPERLY ADHERE EPDXY 3. CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF THE 5. DO NOT DAMAGE EXISTING STEEL REINFORCEMENT. SURFACE SEAL. GOVERNING BUILDING CODE AND ALL OTHER APPLICABLE FEDERAL,STATE, o AND LOCAL CODES,STANDARDS,REGULATIONS AND LAWS. 8 6. INJECT ALL CRACKS LARGER THAN 0.02"USING SIKADUR 52 EPDXY INJECTION 2. INSTALL SIKADUR 32 HI MOD GEL TO SEAL AROUND INJECTION PORTS AND d ADHESIVE OR APPROVED EQUAL. CRACK AS REQUIRED TO GET PROPER PENETRATION OF EPDXY INTO CRACK. 4. CONTRACTORS WHO DISCOVER DISCREPANCIES,OMISSIONS OR L� VARIATIONS IN THE CONTRACT DOCUMENTS DURING BIDDINGSHA6L •,Tde.- �•• •• 7. EXTERNALLY BONDED FRP STRENGTHENING SYSTEM SHALL BE V-WRAP CARBON 3. START CRACK INJECTION USING SIKADUR 52 EPDXY INJECTION ADHESIVE. IMMEDIATELY NOTIFY THE ARCHITECT.THE ARCHITECT WILL RF.�VF THE 2 FRP STRENGTHENING SYSTEMS,AS SUPPLIED BY STRUCTURAL TECHNOLOGIES, START PUMPING EPDXY ADHESIVE AT THE LOWEST PORT USING"PORT-TO-PORT' CONDITION AND I55UE A WRITTEN CLARIFICATION. • 0000•• 0•• LLC.OF COLUMBIA,MARYLAND. TECHNIQUE.INJECT CRACKS SMALLER THAN 1/16"WIDE,FOR CRACKS LARGER • O -V-WRAP C200,UNIDIRECTIONAL HIGH STRENGTH CARBON SHEET THAN 1/16"USE ROUT AND SEAL METHOD(SEE DETAIL NO.1 BELOW). 5. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONTRACT! ••• _ 0 n• •0 -V-WRAP 700 EPDXY ADHESIVE DOCUMENTS WITH FIELD CONDITIONS AND DIMENSIONS AND.MJ%pT a g -CAB-O-SIL TS-720 FUMED SILICA,OR APPROVED EQUAL 4. CONTINUE PUMPING UNTIL EPDXY EXITS AT NEXT PORT. SHOP DRAWINGS PRIOR TO CONSTRUCTION.DO NOT SCALE DRAVAN65; • •*Y W $'4;0 • USE ONLY PRINTED DIMENSIONS.REPORT ANY DISCREPANCIE5@W••• • ~ °•&'• • 8. ALL CONCRETE SURFACES SHALL BE DRY AND FREE OF MOISTURE AT THE TIME 5. CAP NEXT PORT AND CONTINUE PUMPING UNTIL EPDXY EXITS SUCCEEDING WRITING TO THE ARCHITECT PRIOR TO PROCEEDING WITH WOJK.%a MOT :•• $•}+• •• OF FRP INSTALLATION. PORT,CAP AND CONTINUE TO PUMP FROM FIRST PORT UNTIL BACK PRESSURE CHANGE SIZE OR LOCATION OF STRUCTURAL MEMBERS WITHOVIA;"TTEN . S 0 EXCEEDS 50PSI.IF PRESSURE INCREASES,MOVE TO LAST PORT EPDXY EXITED INSTRUCTIONS FROM THE STRUCTURAL ENGINEER OF RECORD.: • • • �O Y• 0 9. ENSURE AN OPEN PORE STRUCTURE OF THE SUBSTRATE BY USING LIGHT FROM AND REPEAT PROCESS UNTIL CRACK IS COMPLETED. . •••- ABRASIVE BLASTING OR GRINDING TO ACHIEVE A CONCRETE SURFACE PROFILE 6. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY,HIS OJ/N 4tl( ' 000 •e CSP-3 OR BETTER(AS DEFINED BY ICRI GUIDELINE 310.2). 6. REMOVE PORTS AND SURFACE SEAL AS REQUIRED AFTER INJECTION EPDXY HAS AND THE PUBLIC FROM HARM.THE CONTRACTOR IS SOLELY RESP8NSI19LE 0 0S • SET. FOR CONSTRUCTION MEANS AND METHODS,AND J085ITE SAFETY @" 10. MINOR REPAIRS SUCH AS BUG HOLES,SURFACE DEVIATIONS,AND LOCALIZED INCLUDING ALL OSHA REQUIREMENTS. $; OUT-OF-PLANE VARIATIONS CAN BE SMOOTHED OVER USING THICKENED PUTTY FILLER AFTER PRIMING THE SURFACES.FUMED SILICA MAY BE ADDED TO 7. DESIGN SUPERIMPOSED LOADS: 1Z� 2 ACHIEVE PROPER CONSISTENCY PER MANUFACTURER'S SPECIFICATIONS. Occupancy LIVE LOAD DEAD LOAD { p. 11. OUT-OF-PLANE VARIATIONS GREATER THAN 1-1/2"CAN BE BUILT UP USING AN a�or�om_ . q1 APPROPRIATE REPAIR MORTAR SUCH AS SIKATOP 123 PLUS,EMACO T430 OR Roof 50 PSF ZSIa $E F[J- APPROVED EQUAL.THE MORTAR SURFACE SHALL BE ROUGHENED TO CSP3 OR • PORT SET IN DRILLED HOLE BETTER AS DEFINED BY ICRI PRIOR TO FRP INSTALLATION. a• APPROX.HALF THE THICKNESS OF THE JOIST ��°J ' f se 12. ROUND ALL CORNERS TO RECEIVE FRP U-WRAP TO 1/2"RADIUS(MIN.). r�C 2426 f j A u) 13. VERIFY AMBIENT AND CONCRETE TEMPERATURES.NO WORK SHALL PROCEED IF JOIST SIDE p W THE TEMPERATURE OF THE CONCRETE SURFACE IS LESS THAN 40°F OR GREATER * a F THAN 100°F OR AS SPECIFIED ON THE EPDXY COMPONENT LABELS. JUAN J. FUENTES P.E.,S.E. �C„ '.STA a.tom O STRUCTURAL ENGINEER • w Z CRACK IN CONCRETE '� x vi 14. MIX EPDXIES BY COMBINING COMPONENTS AT A WEIGHT(OR VOLUME)RATIO FLORIDA LICENSE NO. 62426 Off, t� wrx d SPECIFIED BY THE MANUFACTURER. THE COMPONENTS OF EPDXY RESIN SHALLSPACING OF PORTS WILL VARY,FUNCTION OF �tS'�'� �``�� ad x Q; BE MIXED WITH A MECHANICAL MIXER UNTIL UNIFORMLY MIXED,PER CRACK WIDTH AND CONCRETE THICKNESS NR` to W MANUFACTURER'S RECOMMENDED PROCEDURE. MINIMUM SPACING,D=THICKNESS OF UNITED Engin ing;'Inc. a .. z CONCRETE MEMBER 0 Lz7 15. COMPONENTS THAT HAVE EXCEEDED THEIR SHELF LIFE SHALL NOT BE USED. STRUCTURAL ENGINEERS = 16. SATURATION OF THE FABRIC SHALL BE PERFORMED AND MONITORED BY A T- b THICKNESS OF 12595 SW 137 Avenue,Suite 112 CONCRETE MEMBER Miami, Florida 33186 CERTIFIED INSTALLER. Tel.: 786.347.5250 DETAIL N0.1:REPAIR OF CRACKED CONCRETE Email:info anon o.296 1 Certificate of Authorization No.29691 JOB N0: 418394 BY PRESSURE EPDXY INJECTION UNITED Project No.:1910-05 SHEET: Sl A B C D UNITED Engineering, Inc. 23'-0"± 23'-0"± 23'-0" ± STRUCTURAL ENGINEERS 12595 SW 137 Avenue,Suite 112 Miami, Florida 33186 z _ 1 Tel.: 786.347.5250 Email:info@unitedeng.pro Certificate of Authorization No.29691 4'-0" F.V. LONGITUDINAL FRP(TYP.): uNlT�jyvYAj�El :�9 so os 1 PLY 12" WIDE EACH SIDE - +' lla QS OF THE STEM. _ . _ . o ,�e``JQC� ..•\E FUF�j��= LENGTH=4'-0" 51 011 N o® _ , NSF • Fs` W e ` -a- 6 z LONGITUDINAL FRP(TYP.): 7k •� Z 1 PLY 12" WIDE EACH SIDE e .fl 41F, - - -- e o'•. F F A545 HEAVY DUTY OF THE STEM._ � FRAME BY SAFWAY j a LENGTH= 4'-0" JUAN�.� �?�I'• .•' � `e (OR EQUIV.)(TYP.) e STR3£ .....G� ��ee $ - .. 3 a — -" - TRANSVERSE FRP(TYP.): FLORIDA A102426 `" ROUND CORNERS TO 1 PLY U-WRAP 24" WIDE a = 93 RECEIVE FRP U-WRAP TO Y2" RADIUS (MIN.) 54 N� om o TRANSVERSE FRP(TYP.): F - - d 2 SECTION - JOIST FRP DETAIL %•••• jp 4• '• 1 PLY U-WRAP 24 WIDE ��'���_ 14- 52 i •••••• � j 000 .. • CJ O b •i �� N ALUM. SHORING © I __ __-- •••••• z .. I .... . S BEAM(TYP.) I .s o o o w o: '. 4 LONGITUDINAL FRP(TYP.): •••••• f' ��`• • 2 I HILTI KB-TZ-CS%2' (33/4") 1 PLY 12" WIDE EACH SIDE •••••• s•• ago too MECHANICAL ANCHORS OF THE STEM. •••••• • o : • T7 f +' 3" (MAX.) LENGTH =4'-0" •••• ... . 6 ... .. 6' 011 N e DD D D D D D e • MAX. I 1 i 6 -011, I I � ' -� 5 li � N e c m 9 m> �- L.L 2 ' e — g e 52 :�• r, ° ° TRANSVERSE FRP(TYP.): 41- N ° e ° 1 PLY U-WRAP 24" WIDE © 6SHORING SHALL BE INSTALd LED NO MORE THAN a a z Cn 5'-0" FROM JOIST'S END 00 a a > z E-1 1/4' NEOPRENE PAD w a a x z a o t5 0 V-4" F.V. 6" x z F 71 STEEL BRACKET a Cn Xu (SEE SHEET 53) H d _ _ 3 SECTION - TYPICAL JOIST FRP LAYOUT 52 1 PARTIAL FRAMING PLAN - FRP BOTTOM LOCATIONS GRIDLINES ARE SHOWN FOR CLARITY AND MAY NOT roe No: 418394 MATCH THE GRIDLINES ON ORIGINAL DRAWING OF 52 THE STRUCTURE BHEET: S2 1 8 3/n 811 83/81, 811 1%11 111 W N 5.11 wz z '1 Y 11 :J1 II w •-, �- z z Ln " 0 O m I I I I I m m � a aN N I W 411 w r = rn X w N `O X Ln (mj P Xw o: a 2 XO 01 H O 00 an n; v O In H r ° N X Z� O •A Z � m mp ZN �a� C O O =w N 7C7 UT rOD-- 75 O �o -i m In COW W —� 7O — a C, 7K m a — � p C-4 O G)_ —o � I i r � C) a a vm m p m 7Km roo0 C -mIU' Nm � Z -a C) m O cn D oB�9e®rrrrrsryo�s o o NBI Z 1 y 3�, R1 y n X161 Z 19 m y C r � � c .: a 011n �.. v w C �• Z C/) 11Cr M CD/) '.JO e o. N;moa � Mm 1�1 —I �4"""" � to "� r m Z T N 1T1 a r• ••• • • • • • •• zo �+ a Z �x Z -n ® • • • • • • • • • �F+, cN a• wp Y/ •s�a ,•� �'1'e e •• ••••• • • • • ••••• • w 0) n, ••• ••• IS7 v w ; rn Nm • • • •• c 10 w u+ m m CA y N Ul N O O Of N LA04 0 F� �,�r/./I truGural7echmJogissclauns six o` TROPICAL CHEVROLET p prieleryrlghlInalldr—geo •• ftc •� DES "�'• � na bd pecficeso re antlf dh.n orre •• • . • lu c MIAMI SHORES, FLORIDA ('Informaof—hstf° tllhisshest• •• • DRN "^ "�/1' # The use of each hHormefbn Ut IIhRe�r • �awctedt".th.� l; a� TECHNOLOGIGS CHK t" ,,,as,l. �# STEEL BRACKET DETAILS °�°°°x°°°mge�a�x�a d°` REV# G aervl�p-1ded by Stru°lural 10150 Old Columbio Rd. Phone• 410/850-7000 ,p Techrologiae.Any otlmr usa la t,la • • • • • ••• • + 4` pmNDited.eM rt_w.11J T-h-1-!• • Coh,rr•io,se0.2103 • vox: *10/850-4111 N0. DATE REVISION BY • • • • •• •• • • • •• •• ••• • • • ••• • • r r m EXIST. PRECAST TEE(F.V.) 0 rn a E ADJUST-A-SHORE o ALJT(2 PER SPAN) SYSTEM(REFER TO PLAN) (OR EQUIV.)(TYP.) Z is � z a a � � o m • O • Q •••••• CJ Z a • B64(OR EQUIV.)(TYP.) •„". . u •• o •.•... • A 0 9 • • • • •• •• x • • • s+• •• • W • 2� g MPH----� '�€$Pall@ °////sifea®BOBS'® y �Z�'mmsm9-� ;° ••. Fpm ��� ��� •F• �a ��t��asa a -off S TE �� E_ o a off••. F` �•••\� 01` (2) 16"x16"x 3i PLYWOOD tc����• •' '......' C? e° 00 SHEATHING AT EA. P05T JUAN •F[7L�GV� � .`��!� > w F EXIST. CONC. SLAB STRUCT11A1,� IP1 w w ON GRADE FLORIDA LICENSE NO. 62426 0 a E a UNITED Engineering, Inc. 0 in STRUCTURAL ENGINEERS E- 12595 °~., d 1 SHORING SECTION 1Miami, Florida37 ue,5ui3186 Miami, Flori33186 NTSTel.: 786.347.5250 Email:info@unitedeng.pro Certificate of Authorization No.29691 JOB NO: 416394 UNITED Project No.:1910-05 SHEET: S4