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CC-14-388 R t - - r moo I r I 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-227434 Permit Number: CC-3-14-388 Scheduled Inspection Date: February 02, 2015 Permit Type: Commercial Construction Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: PROPERTIES LLC, SHORE SQUARE Work Classification: Alteration Job Address:9099 BISCAYNE Boulevard BURGER Ill Alf•_ Miami Shores, FL 33138- Phone Number (305)779-8040 Parcel Number 1132060110040 Project: <NONE> Contractor: BRV CONSTRUCTION SERVICES INC Phone: (305)238-7953 Building Department Comments INTERIOR & EXTERIOR RENOVATION OF EXISTING Infractio Passed Comments BURGER KING RESTAURANT INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. January 30,2015 For Inspections please call: (305)762-4949 Page 24 of 31 o de, Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-220297 Permit Number: CC-3-14-388 Inspection Date: October 02, 2014 Permit Type: Commercial Construction Inspector: Rodriguez,Jorge Inspection Type: Miscellaneous Owner: PROPERTIES LLC, SHORE SQUARE Work Classification: Alteration Job Address: 9099 BISCAYNE Boulevard BURGER Vn.Ir_ Miami Shores, FL 33138- Phone Number (305)779-8040 Parcel Number 1132060110040 Project: <NONE> Contractor: BRV CONSTRUCTION SERVICES INC Phone: (305)238-7953 Building Department Comments INTERIOR & EXTERIOR RENOVATION OF EXISTING Infractio Passed Comments BURGER KING RESTAURANT INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-220206. PARKING LOT LIGHTS POLE Missing electrical Failed � � � 199 f��3y Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 October 01,2014 Page 1 of 1 _ SMARTSHEET-SQUARE TAPERED CONCRETEPOLE • AOLE LENGTH,FT. 27 VARIES PER"L" STANDARD PIPE TENON SIZE POLE WEIGHT,'LBS. 1430 NOMINAL DIA. OUTSIDE DIA. POLE EMBEDMENT,FT. 7 _j • 2" 2 3/8" HEIGHT A.G.,FT. 20 of r (4)7/16"270KSI 2 1/2" 2 7/8" Uj DESIGN WIND SPEED MPH 175 a - LO-LAX @ 3" 3 1/2" ' w M 18.3K EA. MAX.EPA,FT 5.0 W SOIL TYPE SAND j • • #8 GROUND WIRE 6" STANDARD PIPE TENON " POLE ANAL YS/S PER 2010 FBC Ht.,ft. A,ft2 Kz P,Ib. GLM,k- OMn,k-ft Mu,k-ft IIif @ _ 0-15' 11.5 .85 1037 7.8 20.9 18.9 II c 15-20' 1 2.9 .9 275 1 4.8 10.8 1.39 1" POLY PIPE EPA 5.0 .94 356 7.1 ..... ----- (I m 70 TOTAL TOTAL P,lbs GLM,k-ft II ro =1668 =19.7 X EMBEDMENT ANAL YS/S n (PER 2010 FBC SECT. 1819) P=SUM(P)*.6=1001 Ib no 3"x5"HANDHOLE U SP=150(SAND) W/ALUMINUM COVER o a S1=2*SP*D/3=800 N b=0.96'(POLE DIAG.WIDTH Co)D/3) A=2.34*P/S1*b=3.0 z h=GLM/SUM(P)=11.82' J REQ'D EMBEDMENT d=.5A(1+[1+(4.36h/A)]A1/2)=7.98' I I OR 1 REQ'D EMBEDMENT d<=D therefore O.K. Of ELBOW ZO .162"THICK > SPIRAL REINF. O I I (TYP.) *Exposure C,Risk Category II,Gust Factor=1.14 M POLE O.K.? YES EMBEDMENT O.K.? YES N I I Q CERTIFICATION: #8 GROUND W WIRE �1 RLq',� i p b=8.62" W in 'n ;� PI \G SI' O - 3 2 A F 10.3" .I—10.3"—tet Fs • . . . ��• ,� POLE ELEVATION REINFORCEMENT �•Si��AYfn, P.E. N.T.S. N.T.S. ''L46.4o.633()2 PROJECT NAME: ALECTRIC "Y PROJECT NO.: 62287 PRE-CAST SPECIALTIES,INC. SmartLine Design 1380 N.E.48th St. Pompano Beach,FL.33064 Always On. POLE TYPE: 27 FT. TYPE II-O Ph:,-800-749-4041 Fax:954-781-1194 `1 �a d&Mr SERVICE INVOICE ,1AFIX # -&-L- 'r, rz1 I PEST CONTROL INC BUILDER 1-800-929-BUGS PO# APEX ACCOUNT Notice of Preventative Treatment for Termites AMOUNT (as required by Florida Building Code (FBC) 105.10) v.. �ttPi9 ��.�c,��r� fel�,tl' F�.�.,_... Sl�, ��t Cx-mss►- �.�,,.. � �5�-- e.��.��_��t �-.�- .� �� Treatment Address or Lot/Block/Unit of Treatment Date Time Applicator Jk Product Used a-h,•s Chemical Used(active ingredient) :5—fa c t r Number of Gallons Applied ZA r Percent ConcentrationO. O'�- Area Treated(square feet) 2 C?(D Linear Feet Treated "—`– Stage of Treatment(Horizontal,Vertical,Adjoining Slab,Retreat of Disturbed Area) \AoLAZ O---tr4 As per 104.2.6–If soil chemical barrier method fqq�to� rte prevention is used mal exterior treatment shall be completed prio f"o nal b ilding appro� ' If this notice is for the final exterior treatment, initial and date this line, U AP.SN0406117 header MBF 407-657-7414 V Miami Shores Village R�CI`r�, Building Department MAY 12 2014 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY. Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No. 00, P-1 3 9 0 Permit Type: BUILDING ROOFING JOB ADDRESS: 9099 Biscayne Blvd. City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-011-0040 Is the Building Historically Designated: Yes NO XX Flood Zone: OWNER:Name(Fee Simple Titleholder): Shore Square Properties LLC Phone#: Address: 696 NE 125 St City: Miami State: Florida Zip: 33161 Tenant/Lessee Name: Burger King Restaurant Phone#: Email: CONTRACTOR:Company Name: BRV Construction Services, Inc. Phone#:(305)238-7953 Address: 12060 SW 129 Ct Suite 210 City: Miami State: Florida Zip: 33186 Qualifier Name: Diego R. Castro Phone#: State Certification or Registration#: CGC 1519690 Certificate of Competency#: Contact Phone#: (305)238-7953 Email Address: info@ bryconstruction.com DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ }(M . Uv Square/Linear Footage of Work: Type of Work: ❑Addition *Iteration ❑New ❑Repair/Replace _ ❑Demolition Description of Work: S'C to 1 k1 k. hTK4-C`a l Color thru tile: ***************************************Fees******************************************** Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 approvr_aenspection fee will be charged. Signature Signature n or Agent Contractor The foregoing',instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of T 20-by V(JJrI/ , day of M 2014 by `b lV,&O 2-• >YLC7 who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P NOTA Y PUBLIC: Si Sign: rint: --- - ZALEZ Print: "" Pj omm Notary P My Commission Exp i i i Expires July 2,2017 My Commission '?' '.° Y ublic-State of Florida •;'�O • B.MTWulwyF6nlnwnna80b3B�'��5 - • '; My Comm.Expires'Oct 9,201 R! ,,,, P°=° Commission#EE 136729 Bonded 7hrcugh National Notary Assn. ************************************* ************************************************ ** * APPROVED BY S I'� r��Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) SNORVIC.193 ES logo J " Miami Shores Village Building Department �ZOiRNp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972. CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A$30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: BRV Construction Services, Inc. BUSINESS ADDRESS: 12060 SW 129 Court 4210 CITY Miami STATE Florida ZIP CODE 33186 BUSINESS PHONE:( 05 ) 238-7953 FAX NUMBER3( 05 ) 235-8651 CELL PHONE 305 795-0459 QUALIFIER'S NAME: Diego R. Castro QUALIFIER'S LIC NUMBER: CGC1519690 E-MAIL ADDRESS(IF APPLICABLE): info@brvconstruction.com Created on 3119109 BY MLDV I RV 3126109 MLDV ACS 61.x,31.8 5 STATE of FLORIDA, pL$ RT�dENT O HIISINESS ANS? PRGFBSSIONAL REGULATION <; CONST LTC�I�i I�LTS�RY'�,�CEN..SI�G $OARp . SEQ#L1205290097 05'.29 2"012 ` L],819310;3 ICGO151'9b °~ . ... .: s I The 'GFNEl�i� E'QNTRAGT012. Yi Named .below I CERTIFIED `Under' the-provisions of Chapt ' Expiration date: AUG 31, 2014 ,q"" CASTRO, DIEGO RAMGN: BRV CONSTRUCTION SERVICES, )nT 12060 SW 129TH CT" i SUITE 210 MIAMI FL 3186 k t. I RICK SCOTT >: KEN LAWSON GOVERNOR .. ` SECRETARY I DISPLAY ASR UIRED BYLAW o s y `.Mkilmi''-'6a b Count #ate of 1b6i a 3 TmS NOT fiff3TLL—b 'NO b PAYi ..: BtJtiM1ESS'lyAIYIfJJLOCAT10Ny v � iECE1PTNO.' .S SRv cONSTRUMON SERV]q$_!Nc r, 4 4E4Ei1Y . SfRTE # 4 12060 SW 129 CT2I0; a4�66556 INute drspt5yed'at'piacsnfbasmes�rl �,• M1AM6;,fL 33i 86-+ '�. � � a Putsrant�to"�County Cade�, '� Chapter 8A`w Art S Beit 4 $r:q3 OW11tER, e SECPE OFt3C)SINESS j 3 fit , SRV CONSTRUCTION SER ViES INC 196 G PAYMENTECE�v. D , b # FtbING CONTRACT,.q BY TAk;COLLECTC(R WOrker € CGC15•M(s) 10 y 37-0O9/r' 13S75.0 .018TXHSIL ,3 This local BusinessTa*Receipt only confirms p�qneaf of it a focal Business Tax.The Receipt is not micense, z. peratR er a certfiCatioa of the hoiikvs qualificaFons,to do figsi�jess. Ho Tc'T 'is4;cmnpoinp7ywith anygovimmental or nengeo mmental,roOlatory lavl➢s iia iequuemetlta which apply to the buamess. 1 .�. do . t tri. rd' f � *�. The RECEIPTFNO.abov displaye on all com rcial vehi" N ad de Sec ia- �� I s mFD'.�,� 27faa , 4 =FoKmora iaformationrvislF - 1 L,. AC40RV® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 05/07/2014 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: Bouchard Insurance for WBS PHOIAICNE 866 293-3600 ext.623 ac No P.O.Box 6090 E-MAIL Clearwater,FL 33758-6090 ADDRESS: INSURERS AFFORDING COVERAGE NAIC 0 INSURERA: American Zurich Insurance Company 40142 INSURED INSURER 8: Workforce Business Services,Inc Alt.Emp:BRV Construction Services Inc INSURER C: 1401 Manatee Ave.West Ste 600 Bradenton,FL 34205-6708 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:13FLO79807612 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF PO/YLICY EXP LIMITS LTR POLICY NUMBER MM/DDYYY MM/DD/YYYY GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DA A PREMISES Ea occurrence $ CLAIMS-MADE �OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY 7 PRO- LOC $ AUTOMOBILE LIABILITY Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X WC STATU-TORY LIMITS OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBEREXCLUDED? ❑ NIA WC 90-00-818-03 12/31/2013 12/31/2014 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If as,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ 1,000,000 Location Coverage Period: 12/31/2013 12/31/2014 Client# 051741 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) BRV Construction Services Inc Qualifier:Diego Ramon Castro CGC1519690 Coverage is provided for 12060 SW 129th Ct Ste 210 only those employees leased to but not Miami,FL 33186 subcontractors of: CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores,FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD BRVCONS-01 STWIGGS CERTIFICAT5 OF LIABILITY INSURANCE �T5/7/2 01D/4 5/7/24 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: Collinsworth,Alter,Fowler&French,LLC PHONE 305 822-7800 FAX 305 362-2443 8000 Governors Square Blvd aCNo. EI:( ) AIC No):( ) Suite 301 ft-MAIADDRESS: Miami Lakes,FL 33016 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:National Trust Insurance Co 20141 INSURED INSURER B BRV Construction Services,Inc. INSURER C: 12060 SW 129th Ct Suite 210 INSURER D: Miami,FL 33186 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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. ILTR TYPE OF INSURANCE POLICY NUMBER ADDLSUBR POLICY EFF MWD YDS LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DA AGE'UA X COMMERCIAL GENERAL LIABILITY GL00110684 11/9/2013 11/9/2014 PREMISES Ea occurrence $ 100,000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 5;00 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 1-1 POLICY X PRO- LOC $ AUTOMOBILE LIABILITY Ea BINEOtSIN L LIMIT $ 1,000,00 A JX ANYAUTO CA00171704 11/9/2013 11/9/2014 BODILYINJURY(Perperson) $ ALL OWNED SCHEDULEDer acdentAUTOS AUTOS ( )BODILY INJURY Pd $ HIRED AUTOS X NON-OWNED PROPER TYDAMA $ AUTOS Per accident $ X UMBRELLA UAB X OCCUR EACH OCCURRENCE $ 4,000,000 A EXCESS LIAR CLAIMS-MADE UMB00116564 11/9/2013 11/9/2014 AGGREGATE $ 4,000,000 DED I X I RETENTION$ 10,000 $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? F—] N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) State of Florida Certified General Contractor License#CGC1519690 Qualifier:Diego Ramon Castro CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Shores Village Building Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami 10050 Sh 2nd Avenue ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1997 EDITION AIA DOCUMENT A101-1997 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM AGREEMENT made as of the 12 day of May in the year 2014 This document has impor- (In words, indicate day, month and year) tant legal consequences. Consultation with an attorney is encouraged BETWEEN the owner: Burger King Corporation with respect to its (Name, address and other information) 5555 Blue Lagoon Drive completion or modification Miami,FL 33126 AIA Document A201-1997, General Conditions of the and the Contractor: BRV Construction Services,Inc. Contract for Construction,is adopted in this document by (Name, address and other information) 12060 SW 129 CT Sutie 210 reference. Do not use with Miami,FL 33186 other general conditions unless this document is modified. The Project is: Burger King Resturant (Name and location Blvd This document has been � ) 9099 Biscayne Y approved and endorsed by Miami Shore,FL The Associated General Contractors of America. The Architect is: Design Tech International Associates (Name, address and other information) 14125 NW 801h Ave #303 Miami Lakes,FL 33016 AIA DOCUMENT AIOI-1997 OWNER-CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue,N.W. Washington,D.C.20006-5292 The Owner and Contractor agree as follows. WARNING: Unlicensed photocopying violates U.S.copyright laws and will subject the violator to legal prosecution 1 ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement; these form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents,other than Modifications,appears in Article 8. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents, except to the extent specifically indicated in the Contract Documents to be the responsibility of others. For all Site work, interior lobby remodel and extertior work as per approved city drawings. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement if it differs from the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) 5 days from receipt of Building permit and Notice to Proceed. If,prior to the commencement of the Work,the Owner requires time to file mortgages,mechanic's liens and other security interests,the Owner's time requirement shall be as follows: 3.2 The Contract Time shall be measured from the date of commencement. 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than 70 days days from the date of commencement,or as follows: subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any,for liquidated damages relating to failure to complete on time or for bonus payments for early completion of the Work.) AIA DOCUMENT AIOI-1997 OWNER-CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue,N.W. Washington,D.C.20006-5292 2 ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be Two hundred thousand Dollars and no/100 ($200,000.00) subject to additions and deductions as provided in the Contract Documents. 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If decisions on other alternates are to be made by the Owner subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires) 4.3 Unit prices,if any, are as follows: ARTICLE 5 PAYMENTS 5.1 PROGRESS PAYMENTS 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month,or as follows: 5.1.3 Provided that an Application for Payment is received by the Architect not later than the last day of a month,the Owner shall make payment to the Contractor not later than the 10th day of the month. If an Application for Payment is received by the Architect after the application date fixed above,payment shall be made by the Owner not later than 10 days after the Architect receives the Application for Payment. 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect,shall be used as a basis for reviewing the Contractor's Applications for Payment. AIA DOCUMENT AIOI-1997 OWNER-CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue,N.W. Washington,D.C.20006-5292 3 5.1.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be computed as follows: 1. Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of ten percent( 10 %). Pending final determination of cost to the Owner of changes in the Work,amounts not in dispute shall be included as provided in Subparagraph 7.3.8 of AIA Document A201-1997; 2. Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction(or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of percent( 10 %); 3. Subtract the aggregate of previous payments made by the Owner;and 4. Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Paragraph 9.5 of AIA Document A201-1997. 5.1.7 The progress payment amount determined in accordance with Subparagraph 5-1.6 shall be further modified under the following circumstances: 1. Add, upon Substantial Completion of the Work, a sum sufficient to increase the total.payments to the full amount of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work, retainage applicable to such work and unsettled claims; and (Subparagraph 9.8.5 of AIA Document A201-1997 requires release of applicable retainage upon Substantial Completion of Work with consent of surely, if any.) 2. Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of AIA Document A201-1997. 5.1.8 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Clauses 5.1.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation) 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to supplies for materials or equipment which have not been delivered and stored at the site. 5.2 FINAL PAYMENT 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when: AIA DOCUMENT AIOI-1997 performed the Contract except for the Contractor's GOER-CONTRACTOR 1. The Contractor has fully p p AGREEMENT responsibility to correct Work as provided in Subparagraph 12.2.2 of AIA Document A201-1997, and to satisfy other requirements, if any, which extend beyond final The American Institute payment; and of Architects 1735 New York Avenue,N.W. 2. A final Certificate for Payment has been issued by the Architect. Washington,D.C.20006-5292 4 5.2.2 The Owner's final payment to the Contractor shall be made no later than 10 days after the issuance of the Architect's final Certificate for Payment,or as follows: ARTICLE 6 TERMINATION OR SUSPENSION 6.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-1997. 6.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-1997. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of AIA Document A201-1997 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) (Usury laws and requirements under the Federal Truth in Lending Act,similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Legal advice should be obtained with respect to deletions or modifications, and also regarding requirements such as written disclosures or waivers.) 7.3 The Owner's representative is: (Name, address and other information) 7.4 The Contractor's representative is: Remberto Sanchez (Name,address and other information) 12060 SW 129 CT Suite 210 Miami,FL 33186 7.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days' written notice to the other party. 7.6 Other provisions: AIA DOCUMENT AIOI-1997 OWNER-CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue,N.W. Washington,D.C.20006-5292 5 ARTICLE 8 ENUMERATION OF CONTRACT DOCUMENTS 8.1 The Contract Documents, except for Modifications issued after execution of this Agreement are enumerated as follows: 8.1.1 The Agreement is this executed 1997 edition of the Standard Form of Agreement Between Owner and Contractor,AIA Document A101-1997. 8.1.2 The General Conditions are the 1997 edition of the General Conditions of the Contract for Construction, AIA Document A201-1997. i. The Supplementary and other Conditions or the Contract are those contained in the Project Manual dated ,and are as follows: Document Title Pages N/A 8.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 8.1.3, and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Pages N/A 8.1.5 The Drawings are as follows, and are dated unless a different date is shown below: (Either list the Drawings here or refer to an exhibit attached to this agreement.) 8.1.6 The Addenda, if any, are as follows: 6 Number Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 8. 8.1.7 Other documents, if any, forming part of the Contract Documents are as follows: (List here any additional documents that are intended to form part of the Contract Documents. AIA Document A201-1997 provides that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) This Agreement is entered into as of the day and year first written above and is executed in at least three original copes, of wh' one is to be delivered to the Contractor, one to the Architect for use in the administration of the Con act, and aLemainder the Owner. Bur and C BRV Construction S ice ,Inc. O W N E R (Signature) C O N T R A C T R(Si nature) S�0 gAA Diego R. Castro President (Pr' ted nar,and title) AI n (Printed name and title) �- ( c ✓/v` AIA DOCUMENT AIOI-1997 OWNER-CONTRACTOR AGREEMENT The American Institute CAUTION: You should sign an original AIA document or a licensed reproduction. Originals contain the AIA logo printed of Architects in red;licensed reproductions are those produced in accordance with the Instructions to this document. 1735 New York Avenue,N.W.Washington,D:C.20006-5292 7 ATTACHMENT"A" Burger King 9099 Biscayne Boulevard Miami Shores,FL 33138 Plan List Number Description Lates Rev/Date A-0.0 Cover Sheet 04-14-14 Civil Drawings C-1.0 Civil Site Plan 02-24-14 C-2.0 Civil Detail 02-24-14 Architectural Drawings A.0-1.1 ADA Guide Lines 04-14-14 A.0-1.2 ADA Guide Lines 04-14-14 ESP-1.0 Existing Site Plan D-1.0 Demolition Floor Plan D-2.0 Demolition Reflected Ceiling Plan D-3.0 Demolition Roof Plan D4.0 Demolition Elevations SP-1.0 Site Plan SP-1.1 Site Plan Details LSP-1.0 Life Safety Plan A-1.0 Floor Plan A-2.0 Reflected Ceiling Plan A-3.0 Roof Plan 04-14-14 A-3.1 Details A4.0 Elevations A4.1 Proposed Color Elevations A-5.0 Bathroom Details A-6.0 Building Sections A-6.1 Proposed Building Sections A-7.0 Door Schedule and Details A-8.0 Exterior Finish Schedule A-9.0 Directory of Manufacturer Struchiral Drawings S-0.0 General Notes 04-14-14 S-1.0 Foundation Plan 04-14-14 S-2.0 Section. 04-14-14 Mechanical Drawings M-1 Mechanical Floor Plan M-2 Mechanical Details Electrical Drawings PH-1 Photometric Plan E-1 Lighting Plan E-2 Electrical Details E-3 Electrical Panels&Riser Phiiuibing DrgWings P-1 Plumbing Floor Plan P-2 Plumbing Details. 8 o�O` 6 919 _ NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th�treet(Coral Way) • Miami, Florida 33175-2474 • (786)315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE LL Job Address 1099 v9 Z Contractor No. Z z Folio / -12-406 f 02 Last four(4)digits of Qualifier No. 2W v a Lot Block Contractor Name ¢ a� � Qualifier Name o a Subdivision PBpg O z 09Address Metes and bounds City State_Zip [ ] New Construction on [ ] Demolish Facant Land [ ] Shell Only Current use of property LL w C��Alteration Interior [ ] Addition Attached pew WW XIteration Exterior [ ] Addition Detached Description of Work [ ] Relocation of Structure [ ] Re-Roof ��,eqP. ✓� a [ ] Enclosure [ ] Foundation Only 2 [ ] Repair [ ] Tent Sq. Ft. b0o Units Floors [ ] Repair Due to Fire Value of Wormy XMBLD" �� ' [ ] Chg.Contractor w Owner J �� r� /1 �: 0. 10 Category [ ] Re-Issue a Address [ ] MELE N [ ] Re-Stamp y City A14 M1 State�Zip � [ ] MLPG w [ ] Revision w Phone W [ ] MMEC W [ ] Not Applicable for 3 Last four(4)digits of [ ] FIRE ¢ Fire O Owner's Social Security No. Z Name ufe� W Owner z a Address w w Address pa z W Y City State Zip v z City State_Zip a a: &OS S�7 - Z ac w a Phone a Phone z I am requesting a Special Request Plan Review(SRI)to be scheduled as soon as possible at the rate of$190 for the first hour a g and$65 per each additional hour in addition to the review fees. Minimum charge one-hour. OIL y w w 151 Request: Date: m w w 2nd Request: Date: 31d Request: Date: z 5 1 am requesting Optional Plan Review(OPR)to be scheduled as soon as possible at the rate of$75 for each discipline. cL o Additional review fees may apply. 03 1St Request: Date: i=w W 2nd Request: Date: a oc W 3'd Request: Date: a 12301-192 6/13 BUILDINC PERMIT GA?F-GORIES CATEGORY DESCRIPTION � PERMIT TYPE BUILDING 01 GENERAL BUILDING-COMMERCIAL MBLD 02 SUB-GENERAL BUILDING-RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING &STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS(SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES(ASPHALT, FIBERGLASS) MBLD 96 SHINGLES(METAL ROOFS/WOOD SHINGLES&SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS &POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE • Y Company.-" - AJMESSULAM PE . BURGERKING NOA-71.1 Address 5121 ORDUNA OR - - City,State CORAL GABLES FL • • DAA • 11/30/13 Phone 305 665 50 32 CALCULATED BY AJM CHECKED BY AJM DATE www.s ruwam.com CSI Ver 20120325 STRUCTURAL CALCULATIONS GK M ieS . 2� o: r OF 'ellONAL Company AJMESSULAM PE 13URGERKING 43 '-5111 Address City, State 2 Phone CALCM ATED B r AJM DATE 11/30/13 CHECKED 8Y AJM DATE . www.struware.com Code Search Code: Florida Balding Code 2010-Hub Velocity Zone Occupancy: Occupancy Group= M Mercantile Risk Category &Importance Factors: Risk Category= II Wind factor= 1.00 Snow factor= 1.00 Seismic factor= 1.00 Type of Construction: Fire Rating: Roof= 1.0 hr Floor= 1.0 hr Building Geometry: Roof angle (8) 0.25112 1.2 deg Building length(L) 84.0 ft Least width (B) 38.5 ft Mean Roof tit (h) 12.0 ft Parapet ht above grd 20.0 ft Minimum parapet ht 7.0 ft Live Loads: Roof 0 to 200 sfi 30 psf 200 to 600 sfi 30 psf over 600 sf: 30 psf Floor. Typical Floor 50 psf Partitions 15 psf Corridors above first floor 80 psf Lobbies&first floor corridors 100 psf Balconies(exterior) 100 psf Company AJMESSSULAM PE. BURGERKING NO 37 Address � City, State Phone CALCULATED sY AJM DATE 11/30/13 CHECKED BY AJM DATE.. Wind Loads Ultimate Wind Speed 175 mph Directionality (Kd) 0.85 Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Kh case 1 0.849 Kh case 2 0.849 Type of roof Monoslope V(Z) r t: Speed-up Toaoaraphic Factor (Kzt) )-iupx+ind] -- uldomnA irld) Topography Flat Hill Height (H) 0.0 ft H< 15ft;exp C110 - Half Hill Length(Lh) 0.0 ft 1 Kzt--1.0 , Lh Actual H/Lh = 0.00 -f Use H/Lh = 0-00 Modified Lh = 0.0 ft ESCARPMENT From top of crest:x= 0.0 ft Bldg up/down wind? downwind V(�z) z r- + t=I Speed-up H/Lh= 0.00 K,= 0.000 ,;(Z) x(upwind) .' x(drnHrnrnndj x/Lh= 0.00 K2=' 0-000 �- H/2 z/Lh= 0.00 KH K3= 1.000 At Mean,Roof Ht: - - Kzt=(1+K,KZK3)^2= 1.00 2D RIDGE or 3D AXISYMMETRICAL HILL Gust Effect Factor Flexible structure if natural frequency<1 Hz(T>1 second). h= 12.0 ft However,if building h/B<4 then probably rigid structure{rule of thumb). B= 38.5 ft h/B= 0.31 Rigid structure /z(0.6h) 15.0 ft G = 0.85 Using rigid structure default Rigid Structure Flexible or Dynamically Sensitive Structure 6= 0.20 Natural Frequency (ni)= 0.0 Hz t = 500 ft Damping ratio(P)= 0 Zmin= 15 ft /b= 0.65 C= 0.20 /a= 0.15 9n,9v= 3.4 Vz= 147.8 LZ= 427.1 ft N j = 0.00 Q= 0.93 Rn= 0.000 iZ= 0.23 Rn= 28.282 rl= 0.000 h= 12.0 ft G= 0.89 use G=0.85 RB= 28.282 0= 0.000 R, = 28.282 r)= 0.000 gP = 0.000 R = 0.000 Company AJMESSBULAM PE. BURGERKING NOL !/ Address City, State 3 Phone CALCULATED By AJM DATE 11/30/173 CHECKED BY AJM DATE . G = 0.000 Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Ogen Buildina: All walls are at least 80%open. Ao Z 0.8Ag Test for Partially Enclosed Building: Input Test Ao 0.0 sf Ao >_ 1.1Aoi YES Ag 0.0 sf Ao>4'or 0.01Ag NO Aoi 0.0 sf Aoi/Agi <_ 0.20 NO Building is NOT Agi 0.0 sf Partially Enclosed Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao Z 1.1Aoi Ao> smaller of Nor 0.01 Ag Aoi/Agi 5 0.20 Where: Ao=the total area of openings in a wall that receives positive external pressure. Ag=the gross area of that wall in which Ao is identified. Aoi=the sum of the areas of openings in the building envelope(walls and roof)not including Ao. Agi=the sum of the gross surface areas of the building envelope(walls and roof)not including Ag. Reduction Factor for large volume partially enclosed buildings(RD If the partially enclosed building contains a single room that is unpartitioned,the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall&roof openings (Aog): 0 sf Unpartitioned internal volume (Vi): 0 Cf Ri= 1.00 Altitude adjustment to constant 0.00256 (caution -see code) Altitude= 0 feet Average Air Density= 0.0765 Ibm/ft3 Constant= 0.00256 45 Company AJMESSSULAM PE BURGERKING Address - City,State Phone CALCULATED aY AJM DATE 11130!13 CHECKED BY AJM DATE Wind Loads -Components &Cladding : h <=6W Ultimate Wind Pressures Kh(case 1)= 0:85 h= 12.0 ft Base pressure(qh)= 56.6 psf a= 3.9 ft Minimum parapet ht= 7.0 ft GCpi= Roof Angle(e)= 1.2 deg Type of roof= Monoslope Roof GCp+/-GCpi Surface Pressure(psf) Userlinp, Area 10 sf 50 sf 100 sf 10 sf 50 sf 100 sf 15 sf sf Negative Zone 1 -1.188 8 -62.8 -61.1 -65.8 Negative Zone 2 -1.98 -1.49 -1.28 -112.0 -84.3 -72.4 -105.0Negative Zone 3 -1.98 -1.49 -1.28 -112.0 -84.3 -72.4 -105.0Positive Zone 1 0.48 0.41 0.38 27.2 23.2 21.5 26.2Positive Zones 2 83 1.08 0.97 0.92 61. 54.8 52.1 59.5Overhang Zone 182 -1.70 -1.63 -1.60 -96.2 -92.2 -90.5 -95.2Overhang Zone 3 -1.70 -1.63 -1.60 -96.2 -92.2 -00.5 -95. Negative zone 3=zone 2,since parapet>=3ft. - Overhang pressures in the table above assume an internal pressure coefficient(GCpi)of 0.0 Overhang soffit pressure equals adjacent wall pressure minus internal pressure ot)-10.2110.2 psf Parapet -- qp= 60.1 psf Surface Pressure s 0 Solid Parapet Pressure 10 sf 100 sf 506 sf 114 sf CASE A=pressure towards building(pos) CASE A.Interior zone: 162.3 110.7 104.0 110.1 CASE B=pressure away from bldg(neg) Comer zone: 162.3 110.7 104.0 110.1 CASE B:interior zone: -113.o -94.5 -81.1 -93.4 Comer zone-. -120.8 -101.2 -81.1 -99.5 Walls GCp+/-GCpi Surface Prirssure(psf) Area 10 sf 100 sf 500 sf 10 sf 100 sf - 500 sf 47 sf 84 sf Negative Zone 4 -1.17 -1.01 -0.90 -66.2 -57.2 -50.9 -60.1 -57.9 Negative Zone 5 -1.44 -1.12 -0.90 -81.5 -63.5 -50.9 -69.4 -64.8 Positive Zone 4&5 1.08 0.92 0.81 61.1 521 45.8 55.1 52.8 Note:GCp reduced by 10%due to roof angle<=10 deg. 45 Company AJMESSSU.LAM PE' BURGERKINr-Wp 37!i Address City State - Phone cALcuLATEo sY AJM DATE 11/30/13 CHECKED By AJM DATE. Location of C&C Wind Pressure Zones 28 8 2 z 2,,1 1 Y JQ r O I I I .rt". O F-----�—r i 4 i it 5 2 1 O v l 212 1 ( l a S 4 1 1 1 1 1 1 a I I WALL 5 I — — _ —1 -rr 2' 133 3 2 2 3 Roofs w/ 8:9 10° Walls h 5 60' Gable,Sawtooth and and all walls &alt design h<90' Multispan Gable 8 5 7 degrees& Monoslope roofs h>6. Monoslope:9 3 degrees 30<Bs 100 h 5 60'4 sit design h<W h 5 60'&att design h<90' ;1 :11.�_. � I I 11 1 2 1 1 3 3 2 3 1 1A B C D 2 2 l , � r' a a I I 2 1 11 1 1 I 2 I Q 1ri 2 i I 3 I 2, 1 1 2 0 12 Monoslope goofs Multispan Gable& Hip r < 8 &2r i 1 10'<6 5 30° *REFI <B 5 45° 1 i h:5 60'&alt design h<90' 3 I _------1 2 3 Sawtooth 10°<0 S 45• h 5 60'&alt design h<90' 1 3� —2� — —2� --2 i 2,—�0 2-'C, ; 3-71 2 _ 2 3�, —�2-- � 22— /3 — rl ] 1i 2 2 2 , 3 2 2 1, h li w2 TZ i ,ASCE . AAS 7-/0 L = �8, S /• �° = P� ` A. _z nay - G ' r�) 7- WA-4.c. TWA-4.c. 394. r f �'ai. PROJECT: BURGERKING No PAGE : W1 CLIENT : DTI DESIGN BY: AJM JOB NO. : 121 DATE: 12/1/2013 REVIEW BY, AJM Mason Bearin Wail-Design Based on ACI 530-02 t INPUT DATA&DESIGN SUMMARY SPECIAL INSPECTION(0=N0,1=YES) 1 Yes e ';'i = Nv, AM PE OF MASONRY(1--CMU,2=BRICK) 1 CMU ,! vz ,, (plfJfl) Shear Moment MASONRY STRENGTH fm = 1500 ksf REBAR YIELD STRESS fy = 60 ksi SERVICE GRAVITY LOAD P = 1500 lbs/ft SERVICE LATERAL LOAD W, _ 36.1 plf I ft SERVICE PARAPET LOAD w2 = 72.4 plf/ft N ICKNESS OF WALL t = 8 in PARAPET HEIGHT hp 7 ft v' WALL HEIGHT h = 12 ft .1 (plf/ft) Shear Moment ECCENTRICITY e = 0 in ALL VERT.REINF.(A,,,) 1 # 5 32 in ma(at middle) [THE WALL DESIGN IS ADEQUATE] ANALYSIS — 0.12 ins MODULAR RATIO n = 0.02 REINF.AREA AT EACH SIDE A, — 0.0025 EFFECTIVE DEPTH d = 3.82 in REINFORCEMENT RATIO p IDTH OF SECTION bW = 12.00 in ALLOWABLE STRESS FACTOR SF = 1.333 EFFECTIVE THICKNESS t. = 7.63 in THE NEUTRAL AXIS DEPTH FACTOR IS MASONRY ELASTICITY MODULUS E,,, = 1E+06 ksi 0-01039 = 0-01039 STEEL ELASTICITY MODULUS E, = 29000 ksi Ti=42pn+(pn) —pn HE ALLOWABLE STRESS DUE TO FLEXURE IS Tnc rtiravvvnoLc rtcu�r. r ncoS DUE TO FLEXURE IS 32000 psi Fn=(SF)(0.33f'.) 660000 psi.)= Fs=(1.33.rrd&� ,-*)(24000 or 20000)= HE DISTANCE FROM BOTTOM TO Mt IS THE GOVERNING MOMENTS AND AXIAL FORCES ARE 2 — (h(h=— Pe =4.0 ft Ml= 2.05 �Pe+wl(h 2—h2p)1 = 297 ftlbsift S=h+h wlh J - p 2h hwt - 2804 lbs/ft pl=p+(wall weight E GOVERNING SHEAR FORCES ARE1774 ft4bs/ft _ w2h p = (h +h )2wt Pe = las lbs/ft M2 2 V,_(h+h p)wl— 2h +h P2=P+(wall weight 2107 Ibs I ft 290 lbs/It THE GOVERNING SHEAR STRESS IN MASONRY IS V2=hw,—Vi 507 lbs I It A& X(V I , V2 e V3) = 5.54 psi V3=hpw2 •f v— tebw FTERM!ME THE REG!1M FOR FLEXURE AND AXIAL LOAD(MDG Tab 1: -..-• - M to 1 M to 1 M � to pd � 2d 3) Pd �(2d —3 Pd 6d C tension. 1.Wall u m compression and not cracked. 2.Wall is craakea cut steel is in compression. 3.Vl.............-•......••......-.-•is in tens o REGION 1 APPLICABLE FOR(M1,P1) REGION 3 APPLICABLE FOR(M2,P2) (confd) CHECK REGION 1 CAPACITY #### ft-lbs/ft > M, [Satisfactory] 2 Mm= b e Fb—P 6 = #11;1# ft lbs/ft > M2 [Not applicable] Cf. 891 8-lbs/ft > M1 [Not applicable] LC-- 2p2 M =P____— — 670 fta�I ft < M2 [Not applicable]rrs CH 2 3b.Fb moment maybe limited by either the masonry compression or steel tension,MDG page 12-25). Mm=MVV l b.WFbC d-� C -P d-e) , A_F, d-'l+P(2-�) 2 3 J 1846 ft-lbs/ft > M2 [Satisfactory] E ALLOWABLE SHEAR STRESS IS GIVEN BY 66.667 psi f„ [Satisfactory] F,._(SF)Moo (VF7- fm , 50) V 1.-Masonry Designers'Guide,Third Edition"(MDG-3),The Masonry Society,2001. 2-Alan Williams:"Structural Engineering Reference Manual",Professional Publications,Inc,2001. 4 &IIV"G 3 4616 le N'$ PP)d v )ay. 4e 79XV1Y) 9, X. 3 44 5111-11 :2 e eso a3 6V dd tjr-ote 4>e ?0 I'l Vie', -7 r�w m/eq A�r,5V441-1 (709 C:51 I MPS.73 35502 -7,ltv y, WIND 3�0 AR s) t-, 41-2 en 3 O G "7 ISLc-o Ea i 35502 -37 vrl Pt 4,5 114 467 414 46 Ll ° <'" F -t-1 7"C� �N11•�r� r V -7- 7777 dr Information Suggested pullout or Shear Capacity for Minimum Minimum Suggeif6d'Dedign Loads for Power Driven Fasteners in Structural Steel (lbs.) Fastener Edge spacing: Distance: Screw Connectio s Obs.) ail—0t or—(In 0.51 No.8-18 .177 75�5 No.10-16 .145 DiametersSteal Thickness(in.) 6.210 In. stool /2 0.190 In. DJ60 In. gage 1/4 318 112 114 3/ 1/ 1/4 1 3/8 1 T Pullout —Shear Pullout Shear F,-11out Diameters.A _T_ Stoo Shear 4-85 52757L660 Gage — 12 210 210 2110 335 3 3 1 12 662 408 466 369 5 9 14 210 210 210 335— 3 466 16 _T35 395 5 465 465 465 14 625 266 242 210 210 210 500 189 423 177 359 166 8]—— — 321 1 372 372 372 138 362 125 305 118 IS 210 210 2`10 —321 POWER DRIVEN FASTENERS IN STEEL ZI 400 — 229 71 20 197 :!19:7:1_19U7 241 241 241 279 27.9 279 Minimum minimum r Fastorier L20 256 85 — Edge NOTES: S Distance: NOTES: ge test results divided by a safety 1.Capacities shown are uninspected shear values per HIM ICE10 Research Report 4.--rlf-3"— I 1,Shear and pullout strengths are based on averal on a higher No.2388. driven completely through the back side .Reduced capacities based factor of 3.0 for shear and 4.0 for pullout 2.Tests were conducted with the fastener point gripping force. factor of safety can be used at your engineers discretion, of the hot rolled steel member.This Was required to obtain proper 2.Screw spacing and edge distance shall not be less than 1.5*Dla.nor less than r slesmic loads. 4 d t is the thickness of the steel 3.Values may not be Increased 1/3 for wind 0 P/,6'Fy/t whorl P is the shear load per screw an d on the bearing area multiplied by 1.15 times 33 ksi. 46 Minimum 4.Bearing strength Is base4 Slab shoot. Twclmess: 3.When connecting materials of different gage,use the loads shown for the lighter 4' gage. 4 4,Screw capacities are based on Fy=33 ksl for the steel shoot. s.ultimate screw capacities are per ITW BuIldex Test No.845. . 4 POWER DRIVEN FASTENERS IN CONCRETE Table B—Suggested Design Suggested Design Loads for Fillet Table A—Suggested Design Loads for and Flare-Bevel Groove Welds .. Power Driven Fasteners in Concrete Obs-) Bearing Strength Obs.) Weld Strength(Ib./In.) Design Weld Fla bevel Concrete Com Shank Steel Gage Steel Thickness Slze re-. (in. F. 0 G -,,lot Shank Minimum strength(psi Diameter Gage (in. Diameter Penetration 2000 3000 Jim) 10 0 1 3/16 1228 982 In. (In.) [jwhl�ftrg� 10 0A242 Pullout 90 115 145 0.145 907 0.1017 5/32 1007 806 12 1-1/8 8 ea 225 7AS - 0.145 Shear 160 150 IOU 14 0.0713 1/8 706 565 Pullout 150 0.177 253 1/8 560 448 0.177 1-7/16 — Shear 250 285 330 16 0.0566 447 358 Pullout 150 150 15D 0.205 293 390 488 18 0.0451 1/8 E06LE Shear 390 445 50DDO WELD NOTES*: NOTES: 1.Welds can be positioned In shear or tension. 1.Capacities are for stone aggregate concrete and are based on a low velocity shot. 2.Weld strength for fillet=.3*Fy*t. 2.values may not be Increased 1/3 for wind or slesmic loads. 3.Weld strength for flare-bevel groove=.3*Fy*t/1-25. tabulated values by 1.33. 3.Capacities shown are based on uninspected values of HIM ICBO Research Report 4,Values shown are for Fy.33 MI.For Fy-40 ksl multiply No.2388. For Fy=50 ksl multiply tabulated values by 1.52. 4.For Shear/Bearing,check Table A values versus Table B values and use the minimum S.Flare-bivel groove welds occur between the outside radius of one piece and a flat 54- value.if a value is left blank or is not listed In Table B,.use the value In Table X surface of-another piece. 13 _-...._.. Allowable Axial Loads Fol 6" �t�d� 11b�•� (c;c�rt�irll�I�1c�) Wind Load-35 PSF Wind Load=30 PSF UV i $'r11DL'QDEJIWO�GAOEs �. .'TC �� ,�a,. +. •.+' Gl�1�,S' , r w ,,air ...•..4 'o.. kA.- .. „ ,_ CBJ. i; , s.�h_ ;; 8+. ,y6'' , . } r' !ii�? = 498 .. :4? x,�w "i8, _ai6t�: „14�`•:129: :20m._381K..`�wB -14'„ 12., .�$ 2 222b 3190 4814 6297 2919 4060 6857 9051 13865 3256 4899 6521 11450 17748 "I 2089 3171 4814 6297 2834 4060 6857 9051 13865 3258 4899 8521 11450 17748 '', f 1779 2827 4814 6297 2499 3897 6857 9051 13865 2956 4899 8521 11450 17748 ;.; 1955 3022 4814 6297 2669 4060 6857 9051 13865 3146 4899 8521 11450 17748 ;�e�� 1180 2159 4404 6208 1850 9185 681b 9051 13865 2305 4264 8521 11450 17748 jZ-M <. 1433 2442 4679 6297 2125 3486 6657 9051 13885 2581 4579 8521 11450 17748 a -� 1987 3052 4814 8291 2718 4060 6857 9051 13865 3161 4874 0463 11335 17567a �+ 1918 2863 4814 6297 2534 3927 6857 9051 13865 2977 4874 8463 11335 17567 1434 2433 4649 6297 2117 3466 6857 9051 13865 2560 4522 8463 11335 17567 9 1851 2677 4814 6297 2353 3728 6857 9051 13865 2797 4790 8463 11335 17567 'Fg 705 1613 3838 5571 1324 2586 6126 8725 13865 1761 3620 8092 11335 17567 1011 1958 4180 5948 1657 2956 6524 9051 13A65 2098 4001 8463 11335 17587 '`� ;� 1519 2519 4709 5297 2194 3546 BB57 9051 13865 2628 4569 8391 11190 17339 m 4pp17232748 4814 6297 2415 3794 8857 9051 13865 2850 4821 8391 11190 17339 '"' 1062 2002 4192 594b 1697 2989 6499 9051 13865 2128• 3999 8391 11190 17339 588 173391 13212294 4484 6270 1977 3304 6843 9051 13865 2411 4321 8391 11190 17339 x10'. 567 1440 3626 318 1158 2382 5836 8370 13865 1683 3376 7696 11143 17339 M „ 12�Z" 2146 4 02 6051 1827 3809 8570 9051 13885 2251 4100 8302 17191 1010 17055 1438 2415 4575 6297 2084 3400 6640 9051 13865 0938 1705 2511 4398 8302 11010 17055 t�CoB49 8362 13865 y y� 973 1885 4035 5754 1578 2828 8255 8824 13865 1999 3810 8058 11010 17055 �� Fa'31` 678 1548 3690 1 5368 452. 2564 4106 1257 2454 1281 4 30 6860 12143 '812 2209 6225 19398 16214 119 907 3033 4632 650 1772 5078 7484 12907 1054 2719 6608 10038 17008 "` ` 874 1765 3857 5532 1448 2648 6914 8451 13865 1858 3590 7643 10790 16707 a r 1141 2061 4174 5889 1737 2977 6285 8882 13865 2151 3938 8039 10790 16707 ,�4x b 292 1084 3159 4748 817 1928 5101 7500 12881 1212 2849 6775 9874 16596 x?, 619 1460 3551 5188 1171 2332 5557 8037 13519 1575 3270 7262 10413 16707 AL 1901' 3324 6301 3650 5625 10765 `.50 1495 5221 8152 14438 376' 2421 3912 154 1165 4248 6518 11628 . 530` 2055 5862 8883 15328 228 964 2808 4393 704 1715 4528 6671 11634 1010 2556 5997 8768 147108 1327 3295 4836 1038 2101 4963 7180 12293 1415 2960 5462 9291 15377 �� 184 2077' 3444 887 3001 5588 10237 328 1687 5002 7651 13292 619 2540 3974 387 '1349 4117 6191 11014 : 742 2172 5556 8273 14001 ��.`; 634 17952002 3725 7851 1.71: 3285 5722 10855 1223 2468 35 2854 4484. 8821 791 3985, 6508 11047 ` 226 1972 3238 "39 856 3213 4947 8942 349 1578 4428 6137 11593 824 2401 3732 396 1270 3668 5479 9623 723 2015 4917 7289 12292 1r_' 7 1067 2198 2256 3630 7519 63 3400 5578 10130 1569 2775 .467. `2782 4450: 8307 1167 3971 6221 10941 98' 433` 635 1943 5123 1658 .3615' 7664 163 1199: 1292 •2708 8093 2364 4411 8662 , •� ". Wind Load=40 PSF �r Notes: 1.Yield stress for 20 and 18 gage is 33 ksi.Yield stress for 16,14,and 12 gage is 50 ksi.16,14 ..� IN " } «18k ar ,�;' and 12 gage is also available in 33 ksi.(Customer must specify yield strength when ordering.) t . F. ;. ;A 1955 3022 4614 6297 2689 4060 6857 9051 13865 3146 4899 8521 11450 17748 2,Allowable loads are:based on lateral bridging at 48"o.c. 1605 2633 4814 6297 2310 3690 6857 9051 13865 2767 4781 8521 11450 17749 3.A 1/3 stress increase has been used for load combinations including wind per AISI MA. 931 1861 4133 5909 1581 2888 8503 9051 13865 2033 3960 8521 11450 17748 1651 2677 4814 6297 233 3728 6857 9051 13865 2797 4790 8483 11335 17567 4. If load is not shaded,stud meets L/360. �—� 1220 2193 4412 6203 1885 3208 6794 9051 13065 2327 4259 8463 11335 17567 If load is shaded light blue,stud meets L/240. O 406 1276 3503 5201 1000 2224 5738 6291 13665 1433 3247 7679 11229 17567 1321 2294 4484 6270 1877 3304 8843 9051 13865 2411 4321 8391 11190 17339 If load is shaded dark blue,stud meets L/120. D 812 1718 3905 5628 1423 2882 8163 8738 13885 1852 3684 8046 11190 17339 5,Studs must be checked for web crippling. 645 2821 4423 399 1523 4897 7312 12793 810 2490 6700 10050 17209 0.Axial load bearing studs must be seated tight,within 1/16;against track web.Also, stud must 973 1885 4035 5754 1578 2828 6255 8824 13065 1999 3810 8058 11010 17055 393 1222 3356 4995 948 2112 5467 7916 13438 1359 3072 7211 10481 17055 be screw attached or welded to each track leg. 15 2113 3600 .810 4006 6262 11410 188 1718 5666 also 15450 7.Deflections were calculated using procedure I of the AISI code and UBC 27-9. 619 1460 9551 5186 1171 2332 5557 8037 13519 1675 3270 lzs2 10413 16707 8. Contact DIETRICH TECHNIC for framing AL SERVICES at 1-800-USE-BIGD for allowable loa 723 2783 4321 ..478 1538 4666 7003 12231 86b 2444 6310 9359 15949 1408 2763 121 3083 5167 8948 '982:. 4812 7478 13592 components not listed. 619 2540 3974 387 1349 4117 6191 11014 742 2172 5556 8273 14081 9, Effects of wallboard are not included. 2549 -1639"2944 450 3115 5021 9509 1288 4480 7064 19926 10. Effects of cold working are not included. 1 80 .1181 1391'.: 3013 6943 2827;• 4984 9926 1589 2775 �467 "2787 4450 8301 1167 3971 6221 10941 596 '1658' 1760 32528784 •171' '2867 4977 9374 21- 1229` 4220 .999 2873 8734 27 , ., ^ VV|||0 �OA( � ��!� ��!�� csW 2223 3141 4526 5978 2899 4098 6806 9033 14036 3337 5116 1 8926 12066 18737 5�U-�' 2223 3141 4526 5978 2899 4098 6806 9033 14036 3337 5116 8926 11206& 1873Z T 201— 2 77idi--,-707-6, 3141 4526 5978 2872 4098 F80-6 9033 14036 3337 S116 8926'112066 18737 3141 4526 5978 2899 4098 6806 9033 14036 3337 5116 1 8926 1 086 18737 1828 3030 4526 5978 2595 4098 6806 9033 14036 3112 5116 8926 1291 1.8.73.7 1644 2841 4526 5978 2388 4003 6806 9033 14036 2894 5116 8926 12066 18737 2223 3141 4526 5978 2899 4098 6806 9033 14036 3337 5116 8926 12066 18737 f, AV 2112 3141 4526 5978 2899 4098 6806 9033 14036 3337 5116 8926 12066 18737 16 5116 8926 12066 18737 1993 3141 4526 5978 2775 4098 6806 9D33 14036 3302 5116 8926 12066 18737 1 67-: 1835 3034 4526 5978 2599 4098 6806 9033 14036 31 '.A'�i *40 1294 1 L476 4481 1 5978 1992 3601 6806 9033 14036 2474 4852 8926 12066 18737 1524 2713 4526 5978 2250 3860 6806 9M3 14036 2747 12066 18737 5116 8926 2052 3141 4526 5978 2839 4098 6806 9033 14036 3337 5116 8926 12066 18737 1905 3102 4526 5978 2674 4098 6806 903 1 319 5116 8926 120 1567 1 2753 4526 5978 2294 3897 6805 9033 14036 2792 5116 8926 12066 18737 1.9 1759 2952 4526 5978 2510 4098 6806 9033 14036 3021 5116 8926 12066 18737 1556 3152 6732 9033 14 1189 2360 4366 5978 1869 3468 6806 9033 14036 2342 4706 1 8926 12066 18737 '�.2M. 910 1 2071 4098 5853 0 6 2010 4370 8926 12066 18737. 1854 5116 1 8926 12066 3046 4526 5978 2612 4098 6806 9033 14036 3128 18737 2863 4526 5978 2414 4011 68D6 9033 14036 2917 5116 8926 12066 18737 1504 681 4526 5976 2217 3812 6806 9033 14036 2710 5066 8926 12066 18737, 2443 4432 5978 1960 3551 6806 9033 14036 2436 4787 8926 12066 187371 6199 8872 6 12066 18737 828 1975 3996 5734 1457 3038 6588 9033 14036 1902 4240 8926 12066, 18737 1632 3675 5380 1089 2662 14036 1511 3839 892 ---- 111Z'), 1432 2599 4526 5978 2130 3715 6806 9033 14036 2614 4956 8926 12066 18737 4+152.' 1638 2816 4526 5978 2364 3953 6806 9033 14036, 2861 5116 8926 .12066 18737 0'0 1#432 1229 P2386 T3`T8 5978 1901 3480 6806 9033 14036 2370 4705 8926 12066 18737 ql' .116)-" 964 2107 4105 5848 1602 3173 6697 9033 14036 2052 4376 8926 12066 18737 15 1167 3216 1 4862 602 2139 6615 8204 14036. 986 3268 7975 11806 18737 63 0 18737 77 94f.' 449 1563 3592 5279 1022 2575 6071 8713 14036 1434 3735 8492 12 66 2298 4256 5978 1813 3363 6806 9033 14036 2253 4525 8841 11958 18737 2 1 1511 3048 6491 9 958 18737 640 1738 3717 5398 1218 2742 6161 8777 14036 1623 3860 8470 11958 18737 TWI 306 1378 3370 5010 840 2344 5734 8294 14036 1221 3433 7985 11726 18737 5.' 199 221 3719 1039 4329 6704 12231 2034 6396 9950 17588. 691 2701 4260 121 1583 4915 7368 13043 455 2618 7058 110691 18506 P' I 79 657 1726 3658 5307 1218 2699 6011 8558 14036 1597 3741 8104 116:28: 18236 311 379 331 6 4920 857 2313 1 5585 8071 13776 1215 —329 7 3 3 1045 2984 1 4545 1 510 1 19ri t Mi 602 113192 849 2993 7167 10589 18070 616 2558 4063 68 1465 4651 7002 12445 380 15678 41 ]500 1 2977 5084 10054, 798 14584 1751 1 3148 1 1 571 1 3668 5876 111040 Wind konH�� F- Notes: �. Y�do�o�hx�Uund 18 h �n1� 13 b6O��1 und13guQnbalsouvalablein3Dks1 (Cuutomm'mmtoymoKyymldoUnngthwUnn.ond.enog.) 6 3337 5116 8926 12066 18737 2201 3141 4526 5978 2899 4098 6806 9033 1403 2.Allowable loads_are based onlateral bridging.at48"uu. _84" 1952 3141, 4526 5978 2733 4098 68060 9033 14036 3258 5116 8926 12066 T8737 "!�� 1461 2653 '4526 5978 2183 3799 6806 9033 14036 2678 5066 8926 12066 18737 3.A1/8stress increase has been used for load combinations including wind per A|S/A4.4. FTT 1993 3141 4526 5978 2775 4098 6806 9033 14036 3302 5116 $926 12066 18737 4. |fload iwnot shaded meetsstud mo�oL/OHO. 1679 2873 4526 5978 2424 4033 6806 9033 14036 2931 5116 8926 12066 18737 load Is light blue,stud meets L/240.1066 2240 4526 5978 1736 3344 1 6806 1 9033 140361 2204 4580 1 8926 11 qnRR 18737 L---J 1759 2952 4526 5978 2510 4098 6806 9033 140361 3021 5116 8926 12066 18737 |fload ioshaded dark blue, stud moo�L/12O. 1377 1 2556 4526 5978 2080 3642 6806 9033 140361 2566 4933 8926 120661,P187737 W' Studs must bochecked for web crippling. 4037 18737 636 1 1785 3833 6562 1248 2839 6413 9033 14036 1684 8917 12055 18737 18 3 0.Axial load h dn studs must beseated tight,within 1/16",against track web.Also,stud must 2681 4526 5978 2217 3812 6806 9033 14036 2710 5066 1 8926 12066 18737 1504 1050 2207 4213 5973 1706 3293 6806 9033 14036 2167 4512 1 8926 12066 18737 boscrew attached orwelded tneach track leg. 182 1295 3358 5031 1 730 2292 5017 8447 14036 1128 3444 8228 12066 18737 7. Deflections m oxLinnommou|ou|atedun/ngpmnoduv:| ofthoA|G|ondoandUBC27'8. 1229 2386 4368 5978 1 1901 , 3480 6806 1 9033 14036 2370 4705 8926 12066 18737 704 1833 3847 5562 1309 1 2871 6382 1 9033 114036 NO 4053 8843 12066 18737' 8. Contact DIETRICH TECHNICAL SERVICES at 1-800-USE-BIGD for allowable loads forframing 781 2847 4453- 194 1714 5168 7705 13560, 550 2812 7469 11250 components not listed. 640 1738 3717 5398 1218 2742 6161 8777 14036 1623, 3860 847D 11958 18737 9. Effects ofwallboard are not included. 1030 3031 4630 475 1958 -5319 7825 13601 832 3020 7515 11201 18737 1753 3195 516 3764 6064 IM46 1471 5769 9235 672 10, Effects ofcold working are not included. 8070 6442 33 1D45 2984 4545 510 1941 5175 7602 13192 649 2933 7167 10589 18070 2148 1 3598 1 IOD9 4149 6428 11729 1938 6020 9300 16442 29 A ggACK pper�,, Soaff eepp AM P CONSULTING ENGINEER 5121 Orduna Drive, Coral Gables, Florida 33146 ® Phone: 305-665-5032 PROJECT:_ a /YV a 't�/ JOB No: PAGE of_ SUBJETDATE: e.5 ` / awl 3 .. - 18" gauge galvanized steel. 09) • Between framing members no blocking is required. • Lateral movement of truss parallel and perpendicular to the wall as well as uplift will be resisted by this clip. Fasteners Desimmu LoadsObs.)Each Clip Product Code Description Header Joist Uplift Ll L2 NVHC 43 Hurricane Clip-Wide 9-10d 9-10d 4687 407 308 NVHC 43/2 Hurricane Cllip-Wide x 2 10-1Od 10-1Od 917 547 432 Notes: 1) All specified fasteners should be used on each of the connected members to achieve values indicated on the above schedule. 2) See General Notes,page 01. 3) These tables are based on Miami Dade County NOA#08-0828.02 and Florida Approval 2047R4. 4) For uplift,use two clips,one on each side to comply with section 2321.7 of FBC. s 11/2„ 31/4" Y -�,- 15/8 5� Y2" �� 8 `e ' Y" - 3 3Y" 0 2 1 Y2 „ o0 r O O O � O O to e O O O to o o O ° NVHC 43 61/z" • SY" NVHC 43/2 2-2X(3"Wide 1-2X(11/2"wide) L2 L2 NVHC43 NVHC43/2 r _ Id, LI �t Q a L1 • 4 U 17 A.JACK MESSULAMs P.E. CONSULTING ENGINEER 5121 Orduna Drive, Coraf Gables, Florida 33146 ® Phone: 305-665-5032 PROJECT:_ f: fr" `(";, f�raRfi ?fly J0B No: PAGE of SUBJET DATE: _ z Y: A ,1 4 34,7 f, f- /V u vuE /V V�ZT-fCo U= 7'2 �7- L 41 - O f L -4 xd " _,:0�t ��• ��,_ DoE �tI) l�OtiL �� W34'7 TN-�247 5 = 11 to. N o 5C°r . WqOroG PXJf.Ts._ 4 . SrcJ�� Vl"� Z 55'D _ trio _1..�tia T--= 7,"- AvZ4-44 Ot--Almv (0--Ae P-004-A -$4doe�) t,=G e 00.*5 orva ".%t Ade)-0 2.