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FW-14-2345 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243690 Permit Number: FW-10-14-2345 Scheduled Inspection Date: September 22,2015 Permit Type: Fence/Wall Inspector: Rodriguez,Jorge Inspection Type: Final Owner: GUTCHESS,JEFFREY W&VALENTINA Work Classification: Iron/Ornamental Job Address:9839 NE 13 Avenue Miami Shores, FL Phone Number (305)905-6800 Parcel Number 1132050090500 Project: <NONE> Contractor: SLATE CONSTRUCTION SERVICES LLC Phone: (305)508-0692 Building Department Comments REPLACE EXISTING GATES AT NORTH AND SOUTH Infractio Passed Comments SIDES OF THE PROPERTY ALUMINUM. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-242614. CREATED AS REINSPECTION FOR INSP-222256. Not ready Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 21,2015 For Inspections please call: (305)762-4949 Page 32 of 44 f Iaml Shores Village Building Department JUN 0 2015 � __J 10050 N.E.2nd Avenue,Miami Shores,Florida 331 ! 38 _._ Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 i O BUILDING Master Permit NoIW-(0"14"ZN PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ELECTRIC ❑ ROOFING REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL [-]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑SHOP CONTRACTOR DRAWINGS JOB ADDRESS: b IV A&Wk City: Miami Shores County Miami Dade Zip: 3313 Folio/Parcel#: ((310500CtO 00 Is the Building Historically Designated:Yes NO Occupancy Type: Load: rrC''onstructtAion Ty1pre: 1\�, Flood Zone: BF/E: FFE: OWNER:Name(Fee Simple Titleholder):+,M fro UV + U(,�,��,�1�1V a C7 iAfLkiss Phone#:t,-365)qK-(0 gy Address: _NE ITL A)CM0 City:M Q ryl S,1Ayr6 State P C Zip: _V231 Tenant/Lessee Name: Phone#: Email- CONTRACTOR: Company Name: �[Y'�,�[7�V1��1(�5 _��Phone#: (M) I -d q q7 � Address:�1? City:YA 1 GL K i State: Zip: Qualifier Name:_J ' sc(,111?kn Phone#: 0 Y ggod`[od V State Certification or Registration M Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City State Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ) ❑ New / ❑ Repair/Replace( ❑ Demolition Description of Work: &)AP P Specify color of color thru tile: Submittal Fee Permit Fee$ `j �� CCF$ Co/CC$ Scanning Fee$ ':�i CA) Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Ep Bond$ TOTAL FEE NOW DUE$ (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$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction Ilan law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectio which occurs seven (7) days after the building permit is Issued in the absence of such posted notice, the Inspection will not ap ved an.#a reinspection fee will be charged. Signature Signature WNE AGENT L�,_ RACTOR The foregoing Instrt m was acknowledged before me this The foregoing instrument was acknowledged before me this f4 I --4 L day of �� ,20 15 by (0-+-k day of J .20 ,by Vdlfh-n M 6 Id c N SS ,who is personal known to J&A. SW-KC1 J who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an o NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print• Seal• :•; :• MY COMMISSION#FF201726 Seal: MAMO EXPIRES February 19,2019 L OL$EN .n ,•z MY 666AAIS810N#FF201726 (40) 39"153 R .00m • BXPAk8 Febraery 19.2019 APPROVED 8Y �s.��.a*��.��s�ae.xa.xa ��ax .�w*• P)�) -7 ti M,_ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) I a Miami Shores Village C T Building Department MAY 28 1015 10050 N.E.2nd Avenue, r S 138 BY• Tel:(305)795-2204 Fa�(((305)175465-88972INSPECTION LINE PHONE N949 FBC 20 /0 BUILDING Master Permit No.FW-10-14 23q 5- PERMIT APPLICATION Sub Permit No. MOULDING ❑ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION ❑RENEWAL. ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS [CHANGE OF ❑CANCELLATION ❑SHOP q q CONTRACTOR DRAWINGS JOB ADDRESS:.-1�?J-1 2 AYMU City: Miami Shores County Miami Dade Zip; n319 Folio/Parcel#: 1�2050 ® CD Is the Building Historically Designated:Yes NO V Occupancy Type: Load: Construction Type: 1,,,, /►_Flood Zone: BFE: FFE. OWNER:Name(Fee Simple Titleholder): �� V1� C.7(iL��IQ.�S Phone#:(366AX-(900 Address; C12 Sq AWE c7. 6,w2 City: Miami 9w-s State: �L _ Zap: 33139 Tenant/Lessee Name: Phone#: Email: - CONTRACTOR:Company Name:Jtt�Co�(ons i Say),vs I c Phone#:L64[7-0 'l7 Address: � t A 5 w y 7th City: M fayni state: ,1'L ZIP: 33K Qualifier Name._, V1101 S(Wkrz Phone#: 166'477-01 Y 7 State Certification or Registration#:CC 0gj3&03& Certificate of Competency#: DESIGNER:Archttect/Engineer: Phone#. Address: City; State, Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [Repair/Replace ❑ Demolition n w Description of Work:�r (10 Specify color of color thru tiler Submittal Fee$ Permit Fee$-"NS •M CCF$ CO/CC$ scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ 'Graining/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$2y.a_ (Revised02/24/2014) r r 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 perfiormed 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,Alit 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$2500,the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permlt is Issued in the absence of such posted notice, the Inspection will not pp ved and a reinspection fee will be charged. Signature Signature orAGENT CONTRACTOR The foregoing Instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 74'h day of� ,20 5 by _day of 020 .by L&.tNi _l IAHUSS .who is personally known to JG SOYA SM CAI-t ,who is persosn_ally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: e Sign:�� Sign: MARISOL EN rp�" ,, Print: s�l EN PrP �� I:' FF201726 Seal: �': �'e MY COMMIMON#FF201 EXPIRES February 19,2019 :( EXPIRES 19.2019 '',.. F�bluery {M1) ']9x0/51 seevae.eom 401 38&0151 F .tom k•k6k8kki•akK4Rffi&kB�bt$t*ak%4�B�Is�b�&+8+k+kt&ikk +k+e��k b �6��kRlwhhk+kb$iPsB6+#skNtrk%4�&BarkAairltk�BNNoRB�+khA�StkWkd+bkUtlrk#BNs$r�*hS+h+p#W+hb+Pw Ga APPROVED BY Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014i Florida Departrnarit of Division of Professions Busi nes �1 Construction Industry Licensing Board Profess iI 1940 North Monroe Street Tallahassee,Florida 32399-1039 Regulation Phone:850.717.1983•Fmc 850.617.4457 Ken Lawson,Secretary Rick Scott,Govemor May 4, 2015 Mr. Jason Sanchez SLATE CONSTRUCTION SERVICES, LLC 7178 SW 47th Street, Suite B Miami, Florida 33155 RE: TEMPORARY NONRENEWABLE CERTIFICATION AS A: Certified General Contractor LICENSE NUMBER: CGC 04136035 Dear Mr. Sanchez: I have reviewed your request concerning certification as stated above. This letter will serve as your authorization until the expiration date of July 4, 2015. In accordance with Chapter 489.119(3) (a), Florida Statutes, you are hereby granted a Temporary Nonrenewable Certification of the continuation and/or completion of the projects In progress, as listed on your request for certification. As an officer of SLATE CONSTRUCTION SERVICES, LLC., you assume all responsibilities of a primary qualifying agent for the entity. However, section 489.119(3) (a), Florida Statutes, requires that you must employ another qualifying agent by the above expiration date of July 4, 2015. Per Chapter 489.119(3) (a), Florida Statutes, °...This temporary certificate will only allow the entity to proceed with incomplete contracts. For the purposes of this paragraph, an incomplete contract is one which has been awarded to, or entered into by, the business organization prior to the cessation of affiliation of the qualifying agent with the business organization or one which the business organization was the low bidder and the contract is subsequently awarded, regardless of whether any actual work has commenced under the contract prior to the qualifying agent ceasing to be affiliated with the business organization..." If I can be of further service, please do not hesitate to contact me at(850) 717-1983. Sinter , Daniel Biggins Executive Director Construction Industry Licensing Board DRBldmj LICENSE EFFICIENTLY.REGULATE FAIRLY, W W W.MYFLOR I DALICENSE.COM l ® DATE(MM/DD/YYY`/) A�O CERTIFICATE OF LIABILITY INSURANCEF 5/18/2015 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 SUNZ Insurance Solutions, LLC. ID: (Ally) NAAMEAOT Melissa Ash c%Ally HR, Inc. PHONE FAX 9016 Philips Highway 1 Ext): 904-739-2722 WC_No): 904-262-2760 Jacksonville, FL 32256 ADDRESS: mash@matrixonesource.com INSURER(S)AFFORDING COVERAGE MAIC# INSURER A: SUNZ Insurance Company 34762 INSURED INSURER B: Aspen Re-London-Best Rating"A" Ally HR, Inc. Philips Hwy INSURER C: Catlin Syndicate-Lloyds-Best Rating"A" Jacksonville FL 32256 INSURER D: Brit Syndicate-Lloyds-Best Rating"A" INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 24724149 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. ITR TYPE OF INSURANCE 1N.%WVDR POLICY NUMBER MMIDD EFF MMIDD EXP LIMITS #—COM MERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE 7 OCCUR D TOPREMPREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- JECT � LOC PRODUCTS-COMP/OPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per.accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION WCPE0000032301 1/1/2015 1/1/2016 ,/ STATUTE ER AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEq$ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,000 B Workers Compensation This is for informational purposes C Excess Coverage and nothing shall create any right D under such reinsurance. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Coverage provided for all leased employees but not subcontractors of:Slate Construction Services LLC Effective date:5/9/2015 CERTIFICATE HOLDER CANCELLATION 9189 Village of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 0 NE 2nd THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 100 Miami Shores AveA 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Glen J Distefano ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 24724149 1 Master Certificate I Candice McDowell 1 5/18/2015 9:01:42 AM (EDT) I Page 1 of 1 000085 Local Business Tax Receipt Miami—Dade County, State of Florida —THIS IS NOTA BILL — DO NOT PAY \ LBTJ 7163932 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES SLATE CONSTRUCTION SERVICES LLC RENEWAL SEPTEMBER 30, 2015 7178 SW 47 ST B 7442127 Must be displayed at place of business MIAMI FL 33155 Pursuant to County Code Chapter 8A—Art.9&10 OWNER ,.,. SEC.TYPE OF BUSINESS PAYMENT RECEIVED SLATE CONSTRUCTION SERVICES LLC 196 GENER-.L BUILDING CONTRACTOR BY TAX COLLECTOR CGC041360"C $75.00:07/15/2014 Worker(s) 1 CREDITCARD-14-027357 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holders qualifications,to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above mu displayed must be dis la ed on all commercial vehicles—Miami—Dade Code Sec 8a-276. For more information,visit www.miamidade.gov/taxceIlector I'�-R CERTIFICATE OF LIABILITY INSURANCE DA 05118/15 rn 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 pollcy(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 ANA MARIA PARRA NAME: Progresso Insurance 8i Multi Service PHONEFAX (954)404-7658 No): (954)342-9662 W41 Pembroke Road "NLAIDDREanamaria@progressoins.com Pembroke Pines,FL 33025 INSURER AFFORDING COVERAGE NAIC e Phone (954)4047658 Fax (954)342-9662 INSURER A: GRANADA INSURANCE INSURED INSURER B Slate Construction Services INSURER C: 7178 SW 47th Street Suite B INSURER D: Miami,FL 33155 (786)2394004 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 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. IL'IRR TYPE OF INSURANCE ADD UB POLICY EFF POLICY EXP LIMITS POLICY NUMBER MM/DD MM/DD GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 © GE COMMERCIAL GENERAL LIABILITY PREMISES EaEoccunence $ 100,000.00 ❑ ❑ CLAIMS-MADE [:] OCCUR 0185FL00054643 MED EXP(Any one person $ 5,ODO.00 A ❑ Y 11/19/2014 11/19/2015 PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ ® POLICY 1:1JECT PRO- ❑ LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIAR e accident ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ AALLOS NED ❑ HE BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ ❑ ❑ AUTOS Per accident ❑ ❑ 1 $ ❑ UMBRELLALUAB F]OCCUR EACH OCCURRENCE $ ❑ EXCESS UAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATIONElW C STATU ElOTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) F-1 E.L.DISEASE-EA EMPLOYE $ ityyeeaa describe under DES6RIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more apace Is required) Lic#CGC4136036 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ANA MARIA PARRA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105)QF The ACORD name and logo are registered marks of ACORD I 05/07/15 SLATE Construction Services, LLC ATTN: Hector M. Diaz 10208 SW 227 Lane, Miami, FL 33190 We, Jeffrey &Valentina Gutchess, property owners of 9839 NE 13 Ave., Miami Shores, FL 33138, are notifying you that your services are hereby terminated from our project/ permit number FW 10-14-2345. We will continue with SLATE Construction Services, LLC under their new license and wish to keep our permit active in order to finish and finalize our project. You are being terminated because your license (CGC1506010) is no longer quoy'iV SLATE Construction Services, LLC. You are no longer authorized or re pons or work done at the above-mentioned address. r I : Owner's Signature L, STATE OF FLORIDA Sworn to and subscribed before � � YYJ ( utUS Printed Name of Owner 4ersonall wn to me; or Signature of Notary Public l Printed Name ;: MARISOL OLSEN . . •'' MY COMMISSION 0 FF201720 COUNTY OF DADE EMRES FeWwy 19.2019 40T 39b015� f :EMI me this day of , 20I by: [ ] Produced Identification (Seal) If the letter is going to be hand-delivered to the General Contractor, the General Contractor needs to fill out below. Received by: Signature Date Printed Name FOREVER. l� S rP 78 7013 2630 0000 3367 6854 C T II•y��V" V o �� , i C3 qi N Ln 3 •r oIA 0 3 Wfn'O• I c ONWSD W 0...-sflH� { LI1s Z•,.•�mpN 32-3" S '' _ ill'a,it�all, la1'�i1i,111 ��aalf�lla�t,1�'llilial —'r Y" i .i. .:.•�-i. :cn x r- m 05/07/15 SLATE Construction Services, LLC ATTN: Hector M. Diaz 10208 SW 227 Lane, Miami, FL 33190 We, Jeffrey &Valentina Gutchess, property owners of 9839 NE 13 Ave., Miami Shores, FL 33138, are notifying you that your services are hereby terminated from our project/permit number FW-1 0-14-2345. We will continue with SLATE Construction Services, LLC under their new license and wish to keep our permit active in order to finish and finalize our project. You are being terminated because your license (CGC1506010) is no longer quSLATE Construction Services, LLC. You are no longer authorized or re2po or work done at the above-mentioned address. ' a Owner's Signature STATE OF FLORIDA Sworn to and subscribed before laetWif&6 tA, *USS Printed Name of Owner [ Personall wn to me; or Signature of Notary Public Printed Name ;: MARISOL OLSEN • M MY V� i M� ONA1OSIVN 0"1.07726 COUNTY OF DADE �.,�„ EWHWS Fs1xum 1®.20» 1_ � d07 JO&0/5� F .EWII me this v\ day of ()l. , 2016 by: [ ] Produced Identification (Seal) If the letter is going to be hand-delivered to the General Contractor, the General Contractor needs to fill out below. Received by: Signature Date Printed Name Miami Shores Village _ _ Building Department .. 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 f JUL 2 2015 Tel:(305)795-2204 Fax:(305)756-8972 IS, INSPECTION LINE PHONE NUMBER:(305)762-4949 2014 BUILDING Master Permit No. -14/_/y—/�`{5 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP o CONTRACTOR DRAWINGS JOB ADDRESS: 7g`-7 City: Miami Shores County: Miami Dade zip: 33 13 9 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):`-�� e �' yl4enllea �G-�S Phone#: Address:: /D 3 /U �� / City: 0�12al'P -5-3 l/ -`��®1��5 State: f'[��/G�Cf Zip: /31�Q Tenant/Lessee Name: Phone#: Email: /� ,' '7 CONTRACTOR:Company Name: 6GI ( �S7� CAW SwD//Cis Phone#.L34 9 7 7-094 Address: 1/79 S Ix) /-/7 T'fS1, -Sle-• ./_5 City: l 9l�1/ P State: L Zip: -3-3/5-5 v Qualifier Name: Gt e— Phone#:C"Ug& 217-Z 112— State Certification or Registration#:C_GC Si3ZS 7 Certificate of Competency#: 9 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: C ®� 'E' Specify color of color thru tile: Submittal Fee$ Permit Fee$ e� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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 ail 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 Ifen 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 ins ion which occurs seven (7) days after the building permit 1s issued. In the absence of such posted notice, the Inspection will not approved and a reinspection fee will be charged t�All Signature Signature C )U OWNER orAGENT CONTRACTOR The foregoing Instrument was acknowledged before me this The foregoing Instrument was acknowledged before me this 2-5 day of JML _ ,20 15' •by 5 day ofd"JRAI ,20 IS' .by �QI� iY\Q CA vt L'' i�8's who is personally k1,,nowr�to �C�91Uak VleVIOZ,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: Slgn: Print: 01W Print: i Seal: :, MARISOL. OLSEN Seal: ► MARML OLSEN MY COMMISSION#FF201720 •': MY COMMISSION#FF201726 EXPIRES February 19.2019 EXPIRES February 19.2019 m7 J99otb9 Fbnde can (407 Iss F n AGM APPROVED BY a Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RICK SCOTT, GOVERNOR -- KEN LAWSON, SECRETARY STATE OF FLORIDA `'`` ` ~ .'_-�- '. ._-. •. -- - DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC 1523287 The GENERAL CONTRACTOR Named below IS CERTIFIED ra Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 ❑l ❑ _ RODRIGUEZ, JACQUALI SLATE CONSTRUCTI r 7178-B SW 47 �{ MIAMI ISSUED: 06/02/2015 DISPLAY AS REQUIRED BY LAW SEQ# L1506020000987 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT ABILL-DO NOT PAY LBTJ 7163932 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES SLATE CONSTRUCTION RENEWAL SEPTEMBER S 2015 SERVICES LLC 7442127 7178 SW 47 ST B Must be displayed at place of business MIAMI, FL 33155 Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED SLATE CONSTRUCTION SERVICES 196 GENERAL BUILDING BY TAX COLLECTOR LLC CONTRACTOR f./n.IACnN R gANrHF7 75.00 07/15/2014 Worker(s) 1 CGC1523287 CREDITCARD-14-027357 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the holder's qualifications,to do business.Holder must comply with any governmental- or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec Ba-276. MIAMbM For more information,visit www.miamidade.gov/taxcollector 11 CERTIFICATE OF LIABILITY INSURANCE DATE D/YYYY) • 077/02/02/15 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 pollcy(les)must be endorsed. If SUBROGATION IS WANED,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 Ileu of such endorsement(s). PRODUCER CONTACT ANA MARIA PARRA NAME: Progresso Insurance&Multi Service PHONE (954)404-7658 FAX C No): (954)342-9662 9041 Pembroke Road -�L anamaria@progressoins.com Pembroke Pines,FL 33025 INSURE S AFFORDING COVERAGE NAIC# Phone (954)4047658 Fax (954)342-9662 INSURER A. GRANADA INSURANCE INSURED INSURER B: Slate Construction Services INSURER C: 7178 SW 47th Street Suite B INSURER D: Miami,FL 33155 (786)2394004 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 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. ILTR TYPE OF INSURANCE ADD UBR POLICY EFF POLICY EXP R POLICY MMIDD MM/DD NLIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 © COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 100,000.00 PREMISES Ea occurrence) $ ❑ F] CLAIMS-MADE E] OCCUR 0185FL00054643 MED EXP(Anyone person $ 5,000.00 A Y 11/19/2014 11/19/2015 ❑ PERSONAL BADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ © POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE LIABILITY EOMBINdEDtSINGLE LIMIT $ ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ AUTS OWNED ❑ AUTOS ULED BODILY INJURY(Per accident) $ F-1 HIRED AUTOS NON-OWNED P OPERaYDAMAGE $ ❑ AUTOS er acc( ent ❑ 1:1 $ ❑ UMBRELLA UAB ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION$ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY y/N ❑ 1 I ❑ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E-1 E.L.DISEASE-EA EMPLOYE $ If yes describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CGC1523287 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 Northeast 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE CGC1523287 ANA MARIA PARRA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)QF The ACORD name and logo are registered narks of ACORD A�� CERTIFICATE OF LIABILITY INSURANCE DATE712/2DD/YYYY) � 7/2/2015 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). CONTACT PRODUCER UNZ Insurance Solutions, LLC. ID: (Ally) NAME: Melissa Ash Ally HR, Inc. 90 e 904-739-2722 nlc No: 904262-2760 9016 Philips Highway E-MAIL Jacksonville, FL 32256 ADDRESS: mash matrixonesource.com INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: SUNZ Insurance Company 34762 INSURED INSURER a: Aspen Re-London-Best Rating"A" Ally HR, Inc. 9016 Philips Hwy INSURER C: Catlin Syndicate-Lloyds-Best Rating"A' Jacksonville FL 32256 INSURER D: Brit Syndicate-Lloyds-Best Rating"A" INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: 254.43938 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 POLICY EXP OMITS LTR POLICY NUMBER MM/DD MM/DD COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JE LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE r $ HIREDAUTOS AUTOS Peraccdent $ UMBRELLA UAB Ld OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATION WCPE0000032301 1/1/2015 1/1/2016 1 PER 0TH- AND EMPLOYERS'LIABIUTY YIN ✓ STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ❑ N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 B Workers Compensation This is for informational purposes C Excess Coverage and nothing shall create any right D under such reinsurance. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more apace la required) Coverage provided for all leased employees but not subcontractors of.,Slate Construction Services LLC Effective date:5/9/2015 CGC1523287 CERTIFICATE HOLDER CANCELLATION 9189 Miami Shores Village SHOULD ANY OF EXPIRATHPOLICIESE ABOVE DESCRIBED BCANCELLED 10NDATE THEREOF, NOTICE wILL BEBEFORE DELIVERED THEIN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE Glen J Distefano ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 25443938 1 Master Certificate I Candice McDowell 17/2/2015 9:09:56 AM (EDT) I Page 1 of 1 Miami Shores Village , -- Building Department OCT 2 3 2014 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: 305 795-2204 Fax: 305 756-8972 ^r INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 L� BUILDING Master Permit No. �fi✓'j )A — ��`is PERMIT APPLICATION Sub Permit No. OOBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9 P3I ar /YA 9 W City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: l FFE: OWNER:Name(Fee Simple Titleholder): $ hone#: �5^jr G.PrXa Address: 6 1_1A dee City: qha Va4j State: Zip: Tenant/Lessee Name: Phone#: Email: 1/44.11/mgd UM to aLon'o:j. &ap a CONTRACTOR:Company Name: 5 _4a 'e, Phone#: Address: '717)r- g! $w -Vj _1�4 City: JW-;.-2 r State: Zip: 33/cr'cT-- Qualifier Name: A e4',4f_ J/q Z, Phone#: G?d6') State Certification or Registration#: G4 c 1 /-Doa a/3 Certificate of Competency#: DESIGNER:Architect/Engineer: Sall'+" L. eaT 41+cf— Phone#: Gd�J`�3'i—ZdsL Address: J j;)$' 1U b.9 -711A&Z City: e tea 1 State: j!y_Zip: 3317, Value of Work for this Permit:$. x,owl Square/Unear-FeotWeWo_rk:-- ?LQ Type of Work: ❑ Addition ❑ AlterationJ F-1New / 1� Repair/Replace El Demolition Description of Work: A.414�• ICiSSFt.i r �rtY��S (2 04 Olt Specify color.-of color thru tile: Submittal Fee Permit Fee$ CCF$ m CO/CC$ • r Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ '�� ) �_410 • Bond$ _ TOTAL FEE NOW DUE$ (Revised02/24/2014) I 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 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 fff such posted notice, the inspection will no a ap roved and a reinspection fee will be charged. Signature Signature O NER or AGENT C TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged'before me this day of 0C*)1�e K ,20 ( Y ,by V46 daly�of QC-b6& ,20 ,by Va(tl^rf aC- V� (�u S5 ,who is personally known to Df a z ,who is persona�lly_known to me or who has produced_V0,11A Q h tp i&J- -(�62hAas 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: C , Print: Print: ER a, .6 CLAUDIA L PEREA Seal: i F MY COMMISSION#FF120051 Seal: �. .. ,.........: �'..` MY COMMISSION#FF120051 'Fofa&.• EXPIRES May 6,2018 '°1� e. (407)398-0153 FloridallotaryService.com oF.... EXPIRES May 6,2018 (407)398-0153 Floridallotaryservice.mm �****�k�k�k**�k*�k�kak+k*�k�Ie�kak�k�k*�k4 kt- APPROVED BY ! ' 7/"f Plans Examiner b Zoning IqU4C, Structural Review Clerk 40 (Revised02/24/2014) L Al DATE(MWDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 12/22/14 THIS CERTI KATE IS ISSUED ASA 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(ies)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 CAME:ONCT ANA MARIA PARRA NTA Progresso Insurance&Multi Service PHONE (954)404-7658 FAC No): (954)342-9662 9041 Pembroke Road EMAIL anamaria@progressoins.com Pembroke Pines,FL 33025 INSURERS AFFORDING COVERAGE NAIC# Phone (954)404-7658 Fax (954)342-9662 INSURERA: GRANADA INSURANCE INSURED INSURER B Slate Construction Service INSURER C: 2332 Gallano Services LLC INSURER D: Coral Gables,FL 33134 (786)239-4004 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 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 ADD UBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER M D M D GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 © RENTED COMMERCIAL GENERAL LIABILITY PREMISES TO occurrence) $ 100,000.00 ❑ ❑ CLAIMS-MADE ❑ OCCUR 0185FL00054643 MED EXP(Any one penton $ 5,000.00 A F-1PERSONAL11/19/2014 11/19/2015 PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ © POLICY ❑ PRO- ❑ LOC $ AUTOMOBILE LIABILITYOMBINED INGLE LIMIT Ea accident ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ ALRas NED ❑ SACOEDULED BODILY INJURY(Per accident) $ ❑ HIREDAUTOS ❑ AUTOSWNED PPerrso IdeMDAMAGE $ ❑ ❑ $ ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION $ WORKERS COMPENSATION ❑WC STATU- ❑OTH- AND EMPLOYERS'LIABILITY Y/N TORY LIMITS PA ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? 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) LIC# CGC1506010 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 Northeast 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ANA MARIA PARKA ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05)OF The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department Mr.Mehdi Ashraf Deforma Studio deforms _l 1600 Ponce De Leon Boulevard,Suite 907 Coral Gables,FL 33134 T.305.639.2053 F 305.639.2054 AWPN MEMORANDUM To: Miami Shore ViII 4,�Partm t 10050 NE 2"d Avenue Miami Shores, FL 33138 Attn: Mr. Mehdi Ashraf L From: Julian Gonzalez 'E CE JUL 212015 Date: July 22, 2015 Property Address: 9389 SW 1 Vh Avenue, Miami Shores, FL 331 RE: Responses to comments regarding permit#FW14-2345 Comments: 1. Provide test certificates for the glass railing. Calculate wind pressures for railings and make sure that the glass is complying with the calculated wind pressures. ■ Please refer to attached documents 'Official Test Report'by C.R. Laurence Co. Inc. for test certificates, and'Structural Calculations'by Eastem Engineering Group for calculated wind pressures. 2. Provide glass railing connection calculations. ■ Please refer to information in attached document'Structural Calculations'by Eastern Engineering Group. 3.The aluminum rail base plate shall be connected to concrete and not directly to existing masonry wall. Show concrete cap to the masonry wall. ■ Details on sheet A100 have been corrected to reflect existing conditions, existing wall has a concrete cap. 4. In material grade, specify aluminum grade. ■ Material grade has been specified under material grade'section, and also under railing details on sheet A100. 5. For the base plate of aluminum rail, if the concrete cap is existing,you need to specify expansion bolts—dia., length,and edge distance. ■ Details on sheet A100 have been revised to specify expansion bolts used for base plate attachment to concrete. END OF COMMENTS Page 1 of 1 Miami shoresVillage Building Department ,.,, 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel: (305) 795.2204 I � Fax: (305) 756.8972 { :. Perit �.� 1 i/ - 3 ` $ Page 1 of 1 m Ne: Structural Critique Sheet !! < . ta ej .� �•. , 4v t STOPPED REVIEW Plan review Is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided,remove them from the plans and replace with new revised sheets and Include one set of voided sheets in the re-submittal drawings. Mehdi As of 0 II , Eastern Engineering j3401 NDN 82nd Avenue Suite 370, Doral, FL 33122-1052 T. 305.599,3133•F. 305.599.8076`www.easterneg.com 4r"4UTCHESS RESIDENCE Jab Na: 15-229 GLASS RAILING WITH BASE SHOE 9389 NE 13'hAVE �G. Miami Shores, FL 33138 STRUCTURAL CALCULATIONS m Prepared By: 3 ' s Raissa Lopez, PE ❑ +Jonzlea� 'az ''E Lic. No. 59399 Lic. No. 60734 CAN # 26655 CAN # 26655 NO. OF PAGES: 15229 Gutchess Residence 1 Eastem Engineering Group 3401 NW 82nd Avenue Suite 370 Doral FL 33122-1052 T. 305.599.8133-F.305.599.8076-www.eastemeg.com DESIGN CRITERIA: Calculations based on: 1. 2010 Florida Building Code 2. Minimum Design Loads for Buildings and Other Structures ASCE 7-10 3. Building Code Requirements for Structural Concrete ACI 318-08 4. American Institute of Steen Construction AISC-13ed S. Aluminum Design Manual 2005 6. Specifications for the Design of Cold-Formed Stainless Steel Structural Members SEI/ASCE8-02 CALCULATION INDEX: I Wind Loads 3-4 II Glass Railing with base shoe 5-18 Total:Pages=18 CALCULATION STATEMENT: To the best of my knowledge, ability, belief and professional judgment, I hereby attest that the manual calculations and computer generated calculations are in compliance with the e0stingig.Qygning codes. m® C0- UJ ElPrepared By: El Prepared By a Z.* Raiss@ Lopez, PE Gonzalo Paz,`PP Lic. No.59399 Uc. No. 60734 CA#26655 CA#26655 15229 Guiclum Residence 2 Eastern Engineering Group 340.1 RAW 82NDAVE Tel. (306)599-6133 www eastemeg.c om t Suite= Fax.(305)699-8076 oarntacW@east".com Miami Florida 33122 tt WIND ANALYSIS. 15229 Gutchess Residence 3 Project Name:15 229 Gutchess Residence Date:511;8/15 1Nintl for Solid-Freestandln ilUalls & Si'` nsXDest ri s7 °fo _AS,C =7�T.0 '' Miami Dade Broward enerat-Wind Data"- Category I...............V=165 mph........V=156 mph JJ,= 115.04 Wind Velocity(mph) Category 111 &IV.....V=186 mph..-. 1 0 mph Category P g rY P �mph Topographic Factor ICd:= 0.8 Wind Directionality Factor(see table 26.6-1)ASCE 7-10 ....Kd=0.85 0.8 Gust Factor(rigid Structure) C f:= 18 Net Force Coefficients(see Figure 6-20 through 6-23) For Solid Signs: s/h<0.16& 0.2<B/s<10......Cf--1.85 For Freestanding Walls: s/h>=1 &B/s=1..................Cf=-1.45 s/h>=1 &B/s=2..................CF-1.40 s/h>=1 &B/s=5..................Cf=1.35 slh>=1 & B/s=10................Cf=1.30 Values for Terrain exposure constants a and zg: Exposure B— Value a=7, Value zg=1200 z _ 700 0 Exposure C— Value a=9.5, Value zg=900 g' Exposure D--® Value a=11.5, Value zg=700 IG eneral Sign_ Data: Height of Top of Sign (ft) Them= Z:= if(Z< 15,15,Z) 2 Z Kz:= 2.01 — x 1 " zg qz:= 0A0256 Kz 1{ I{d V2 psf tipwable Desi n Wfrrd L't►ade: pz= ma-f0.ggZ G•C f),10] � _` psf k Eastern 59ineering Group Gutchess Residence 4 y e � Eastern Engineering Group 3401 NW 82P1DAVE Tel.(305)599-8133 www.eastemeg.com r Suite 370 Fax.(305)59HO76 contacfs@easterneg.com Miami Florida 33122 GLASS RAILING WITH BASE SHOE DESIGN 15229 Gutchess Residence 5 V v IN Project Name:15-229 Gutchess Residence Date:05/1`8t95 Glass Railln ©esi n _ P.vertical "____TQP RAIL Rhorfzontat GLASS h t / GL SS 5$' MIN. GLASS CLAS BOTTOM RAIL SLAB SLAB 1 ---® ---4 SECTION LATERAL oads Dgta:. p200 200.0 Concentrated Load(lbs) 50 50.iq Uniform Load(plf) gwind:= 30.5q Uniform Distributed Load (psf) E:= 10400000.0 Modulus of Elasticity of Glass (psi) Mrflexure 24000,6qModulus of Rupture of Glass in Flexure(psi) Mrshear = 12000.0 Modulus of Rigity of glass in Shear(psi) SF:= U4 Safety Factor &', ess Railirt h:= 38. Height of Glass Lite Panne] in Cantilever(in) t:= 0.5 Thickness of Glass Panne] (in) w.= 48.0, Width of Glass Pannel (in) (minimumwidth) 15229 Gutchess Residence 6 hero F = Mrflexure #jAQ ilO_ psi b Sp ,— Fv:_ Mrsr0i)00 psi L:= IhS� in w if w<h L-t2 SX = 6 is L.? Ix 12 (Y40_ in A:=L•t -I9ti64> int r -t k xirnurri Ctass,NI€>imiernt�n 'Len "h L Concentrated Load= 200 lbs. M200:= P200-h 2U�ti y76U0 00; lbs—in Uniform Load = 50 plf L M50:= q50*12 SQ Z lbs—in Uniform Distributed Wind Load _ Mwind qd-144 L 2Z mind— 515: lbs—in Mmax:= 9'(M200,M50 s Mwind) a�c,{ 7G00 El0_ lbs—in �f 15229 Gutchess Residence 7 IN y akimum Glass-Shear n' -Length `L Concentrated Load= 200 lbs. V200:= P200 2,t ,20fl t#d lbs Uniform Load= 50 plf L V50:= `l5072 V50 I5$=3 lbs Uniform Distributed Wind Load Vwind:= qwi d-L-h eta a d 0 Is 144 Vmax:= max(V200,V50,Vwind) mng Q its lbs- ed bse tlo n,Requirred; Bending Design: Section Modulus Required Sxr;_ M- max in3 Fb FP Shear Design: Area Required V max Ar:= Fv 1Q . int @G'�f011=��1`QV�C�edR BENDINGgIass:= if(Sxr z min(Sx),"N.G","OK") k SHEARglass:=if(A,z A,"N.G","dK" 15229 Gutchess Residences 8 heck Q��le�fiion; Apermissiblc:= h h in 30 X200' P200•h 3 in3E-IX gwind 4 L-h 144 ) — wind 8E•Ix tia in DEFLECTIONglass:= "N.G." "Oy ' if max(©200,Awind) <Apermissible 15229 Gutchess Residences 9 ti Base Sh 'Connection tae rni�e Height of Bottom Rail (in) V. t6 0.7 Thick of Wall in Bottom Rail (in) Width of Bottom Rail (in) h.B Fb := 9500.0 Allowable Bending Stress in Bottom Rail(psi) ' U Fy ;= 5500.0 Allowable Shear Stress in Bottom Rail (psi) t.B W,B �►ito-6t�i63-`T Ll := h+ hB �1 42 7S' in w if w<h+ hB ax nni�m_M—-tial " Moirnent in L n h L�L'f Concentrated Load= 200 lbs. MB200 P200-(h+hB) 150 Ibs- in Uniform Load= 50 plf L _ MB50:= q50'—'(h+hB) Ibs-in Uniform Distributed Wnd toad qwind (h+hB)2 MBwind:= j;4 --L 1 2 MB snn Ibs-in MBmax m"(MB200,MB50,MBwind) MgtSSfl�4�F lbs- in 15229 Gutchess Residence 10 41MI U :M®u>I filVS helen ` th L7 _ _ . t Concentrated Load= 200 lbs. VB200 4 MB200 +P200 M-13 . lbs 6.(hB—Q Uniform Load= 50 pif VV MB50 + Ll 3' lbs B50 4 q50' 12 150 r :.. 6 (hB— tB� Uniform Distributed Wind Load MBwind gwind VBwind= 4 + 144 L1 (h+hB) 34 $. lbs VBA:= maxi VB200,VB50,VBwind) $ lbs Deck Reshifl Cou 1e in'ti�e-W 11' Moldm _ _ _ _ M FB:= BmaxhB lbs eometeh: InAres:t> W- 11's=Mold�n R. Ll'tB 2 SB�' 6 in A,3:= Ll tB — 'b in t ' 15229 Gutchess Residence 11 heck-Bendln .Stret0n MoWin `-Wall: F - - M fb:= BmaxS psi B BENDING:= 'N.G." "OK" if fb S Fib. heck Shear Stress in'Moldin Wall: FB fv AB fy� - psi SHEAR:_ 'N.G." "OK" if fv 5 Fv. he-qk-Cdmbt d Bendin 4hear in WWNl Mo tln CBV:= fb + fv B —f�23' Fb. Fv. COMBINED.= "N.G." "OR" if CBV< I.00 15229 Gutchess Residence 12 Check Anchors sb.1t:= 6.0 Spacing of Bolts Per Panels Fp:= 565.0 Allowable Compressive kd Strength in Support(psi) F,p V.pannel C. T.pannel =en th of ormprission=Zone11 Fp•Ll•(0.5wB) (Fp•Ll)2•(0.5wB)2 4.(MB,=).Fp'L1 3 in 2 4 6 FP.Ll 4- _ensile load an GaScrews PorVWdth ofGl .gannet*. _ Tpannel= 0.5.Fp•kd•Ll T 6 3 lbs Width ofGlaserhearLodot CS =Pnnel vpanneC = umax � ( 8 _' Is heck C.om reMST siae.Strss in.=Su ort: ,P:= 2Tpannel floo psi kd.LI COMPRESSION:= "AG." t.Q b11'WOW ( "OK" if Fp> P 15229 Gutchess Residence 13 N.ufnb.er-.ofAnchor"e7r-:L6W6d .T-rianglai", L1 Nanchors floo + 1 Ne oU bolts sbolt Tendon :in Anclts: Tpannel Td = lb ' Nanchors Shear, 1n Ancnors� Vd= paannel.sbolt -42 ,` lbs 1 f 15229 Gutchess Residence 14 L60 Rafting.Desi n W W W Handrail to provide redistribution of load between glass panels &to remain In place in case that one of the glass planes breaks b.top:= 15000.1) Top Railing Allowable Bending Stress (psi) Fv.top: 8501.0 Top Railing Allowable Shear Stress(psi) •' SxtQp:_ 0.1 Top Railing Inertia Modulus for Vertical Loads 1in3! 1 Top Railing Inertia Modulus for Horizontal Loads Sytop:-A. Ate 0.415 Top Railing Area (,n OIM.Uf1"1'"�tltTf f Concentrated Load=200 lbs. _ 200'x' -- M200.top'- 5 2110 f90(0` lb- in Uniform Load= 50 plf M50.top:= 0.1012-11250—W2 IV1 48 a 9Tt 52 lb- in �f Mmax.top:= (M200.top�M50.topin 15229 15229 Gutchess Residence 15 v � d ax>Irr>luri-Shear: Concentrated Load=200 lbs. V200top:= P200 V2 � fi lbs Uniform Load= 50 plf V50.top:= 0.6 120 top' I�0.00 lbs Vmax.top:= max(V200.top,V50.top) V 200 00` lbs ectkan-R u>ired; Bending Design: Section Modulus Required Mmax.to Shr:= p1 t13-_ in3 Fb.top Shear Design: Area Required .op t Ahr:_ 1.5•V maxto2 FV.top +�ct�4ln :Pray"tded< EENDINGtop:= if(Shr 2-migSxtop,Sym),"N.G","OIC" B�ND1 Utop '�Q C" SAEARtop:= if(Ahr>_Atop,'N.G-,flow# 15229 Gutchess Residence 16 . � � N ��S�,S � Kit t�.�%��- • . '-- 2-4 r X40 F Gvr Rzes w . ►jh vdtq -- rn Ar 1 U A 4 N . (Ila" Qr* � WVWo PWS ql M w' greA.4G r Owl Yo y K fide" < 15229 Gutchess Residence 17 ��,�i�j � �-b yrs 1�ifn.ww» �. "' �" to • r,, K At owl Isa �.. tre 15229 Gutchess Residence 18 ML C-A-u-"URENCE CO* 1NG;--------- Building Glass Railing Systems Safer, Strong, with Brilliant Transparency, OFFICIAL TEST REPORT For CR12s Laminated Glass Rail System For CRVs 9/16"' (13,52rim) Laminated Glass Ralfin.g Systern Speciffication,s: ASTM-E330, ASTM-EI996(impacts Only) and ANSI Z-97.1 cdaurence-com Phone (8-00) 421-6144 Ext 7730 ,* Fax (800) 587-7501 E-Mail railings deurence.com Penestrat W ting LaboratoM, Inc. 1`►�Vra1 ''me �,laflgj,FL??33M) M Numbcr; 39-98 Pile fit. _ (19434 11eW Numbw; 6W OFFICIAL TWr REP01tT Pt t Nombw W 1 MANVfAt:1 VRLF ; �L Ldwvwc C(.I , SPE i CATIOM.- ASTM-C.JM,A `1 B I WOW RJmk 09Y 013ZM CoomIt MDMA G1 d laiffilas System lovooll Vul by IF-6-,(4T)high Sm _ :� tAL IsA +�rE members - . . ��i i1** P Nptwb9 f4a JoW- Tyr* 'Clap Kwd ME el(a Sbm flaw. mom I.. osloo t f:.e'7 E y-a.f}�. .:�T lf,��!-t'.7 Ftl'o•S 8{ 4 a c u w.a9 te.3 ti u a, � i;i,i st ro i!'�:41 t€�.va��e" u,�>a c!�t�a �1'93�;;tr, �,_'�c{a}T°S�,r�o.c'i.,3YC:tat3Fe �ae7>t>�..ex=.;�-sr•�s�s ria aiF e�.b_4v�a�a-b5<�.,�c�. 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"Imp A.Camt Palms Mr.Abe.Amwoms,C-R,: 1 • • • . • • • • • • • • • • • • • • e Eastern Engineering Group 3401 lW 82nd Avenue Suite 370, Doral, FL 33122-1052 T. 305.599.8133*F. 305.599.8076*www.eastemeg.com �ljj JUL 2`7 W5 - _ - - - - GUTCHESS R&fD=ENCE Job No : 15-229 GLASS RAILING WITH BASE SHOE 9389 NE 13th AVE •••••• Miami Shores, FL 33138 ;;;;;; ••• ;••••; ...... .... . .. ...*. ...... ... . •.••* STRUCTURAL CALCULATIONS �D�g99&Bd®6p®�, ® ° �� L < o U7 1� elp Wm1. O C, Prepared B %� ed° ❑ Raissa Lopez, PE ❑ Gonzjoujgazr"'PE Lic. No. 59399 Lic. No. 60734 CAN # 26655 CAN # 26655 NO. OF PAGES: 15229 Gutchess Residence 1 Eastern Engineering Group `A 3401 Nle 82nd Avenue Suite 370, Dora[, FL 33122-1052 C� T. 305.599.8133•F.305.599.8076•www.easterneg.com DESIGN CRITERIA: Calculations based on: 1. 2010 Florida Building Code 2. Minimum Design Loads for Buildings and Other Structures ASCE 7-10 3. Building Code Requirements for Structural Concrete ACI 318-08 4. American Institute of Steel Construction AISC-13ed 5. Aluminum Design Manual 2005 6. Specifications for the Design of Cold-Formed Stainless Steel Structural Members SEI/ASCE8-02 CALCULATION INDEX: I Wind Loads . . 0000 0000.. . . II Glass Railing with base shoe 0000.. 5-1$; 0,00;0 0000.. 0000.. 0000 ..0 9 0000 . 0• 9099• 0000.. ... . 00000 09 00 09 0009.. 99999. . 00 0 .000... 999999 0 0 . . .90099 90 . 0 009 . 9 00 0 Total Pages=18 CALCULATION STATEMENT: To the best of my knowledge, ability, belief and professional judgment, I hereby attest that the manual calculations and computer generated calculations are in compliance with the a ,�' teraggqyprning codes. a � i�l gad jW o"ow CL UJ ❑ Prepared By: ❑Prepared Bye Raiss? Lopez, PE Gonzalo P,az ,�Pe—,%0 Lic. No. 59399 Lic. No. 60734 a C 2 9 CA#26655 A# 6655 15229 Gutchess Residence 2 Eastern Engineering Group 3401 NW 82NDAVE ?el. (305)599-8133 www.easterneg.com Suite 370 Fax.(305).5 076 contacts@eaetemeg.com Miami Florida 33122 0000 . . ..00 0006.0 . . . 0000.. .. 000060 WIND ANALYST.r6.--"- :00.0. a••••0 . .. 6 6... 9 0000.. ... . .6.6. 0000 6. .000.0 0000.. . . . . . 0000.. 0000.. . . . . . 0000.. 6. . 0000 15229 Gutchess Residence 3 v Project Name:15 229 Gutchess Residence Date:5/18/15 1tlri`d fir Solid Fr �W�IIs<<&=5i lseI ?,u7Q° ASCE 717071 ( t'l6ml ` 1nR ] Miami Dade Broward Category I...............V=165 mph........V=156 mph Wind Velocity(mph) Category 11..............V=175 mph........V=170 mph Category III &IV.....V=186 mph........V=180 mph Kzt = L0 Topographic Factor ;—= O--8' Wind Directionality Factor(see table 26.6-1)ASCE 7-10 ....Kd=0.85 0.8 Gust Factor(Rigid Structure) Cf 1.g Net Force Coefficients (see Figure 6-20 through 6-23) For Solid Signs: s/h<0.16& 0.2<B/s<10......Cf=1.85 For Freestanding Walls: s/h>=1 &B/s=1..................Cf=1.45 s/h>=1 &B/s=2..................Cf=1.40 s/h>=1 &B/s=5..................Cf=1.35 s/h>=1 &B/s=10................Cf=1.30 Values for Terrain exposure constants a and zg: 000000 Exposure B® Value a =7 , Value zg=1200 • •••• •••••• Exposure C— Value a =9.5 , Value zg=900 .. ... zg: 740.0 Exposure D® Value a =11.5 , Value zg=700 9999.. 9999 .. 9999.. one ra, Sign Dai 9999. . . .. .. .. 9999.. Height of Top of Sign (ft) •••••• .' . . . . 900600 9999.. Ten: ..9 9999.. . . 969 . • 99 Z:= if(Z< 15,15,Z) 2 Z °t Kz:= 2.01 — zg qz:= 0.00256•Kz•Kzt•K.d V2 psf JA I, ble DoWgnY- ! ! pads;:r pz:= max ?.qqZ G•C f),10] 2 i psf Eastern En gsneering Group 15229 Gutchess Residence 4 v Eastern itel rI Engin rin Group 3401 NW X92"DAVE Tel, (315)599-8133 vwvw.eastemeg.com =%644 Suite 374 Fax.(305)599-8076 contacts@eaatemeg.ccm i Jami Florida 331.22 goof • • •off •oo••• O • • • . GLASS RAILING WITS. BASE: . .... ... . ..... SHOE DESIGN.- :060:6.::. •••:•• • • g • • go 15229 Gutchess Residence 5 Project Name:15-229 Gutchess Residence Date:05/18/15 Gass Ral ng,Qesi n P.vertical TOP RAIL:::, GLASS h t GLASS 5Yz' MIN. GLASS LASS BOTTOM RAIL SLAB tSLA. —W— �I SECTION LATERAL oa�ft:Qa a:... P200 •200.0 Concentrated Load (lbs) •••• �` • .•••0 •••••• 456:= 50iq Uniform Load (plf) ...�.. '„ ,.,,;• •••••• 30.0 Uniform Distributed Load (psf) gwind`'' •••••• i • ••••• • • •••••• ••••••• ••••• 1,asi D •• •• •• ••••••• 113 0*0000 • • • • 000 JE:= 10440000.0 Modulus of Elasticity of Glass (psi) • • • • Loos:oL •.•... flexure:= 24000,4 Modulus of Rupture of Glass in Flexure (psi) . , Wshear 12000.0 Modulus of Rigity of glass in Shear(psi) SF= 470Safety Factor tr[c Gass Riiin [data-= h:= 38.0 Height of Glass Lite Pannel in Cantilever(in) ;- 0,5 Thickness of Glass Pannel (in) vv:=48.Oq Width of Glass Panne[ (in) (minimumwidth) 15229 Gutchess Residence 6 _ %exure -- Fb. SF psi Mrshear FV F '''' Psi SF L:= h L in lw if w<h L-t2 3 S = — a in x: 6 . 3 6660 L•tIX 12 00 • • 0000 0060.. 0000.. .. 000600 0000.• •.•66•.6 A:= L•t r#= 1900',' '...:� :•6..6 0000.• 0000.. 000 . 60.00 •0 •6 •. 0.0..6 • 2t*lrr u GlaSS�1V!'csmoht in Length L . 0 6 :.•6:. 6•..0 0 :. Concentrated Load = 200 lbs. M200 P200'h f 71600130 lbs— in Uniform Load = 50 plf M50 q50' 12'h fl y,? lbs— m Uniform Distributed Wind Load gwind h2 { Mwind 144 'L' 2 w1 ,, lbs— in Mmax mM200,M50,Mwind� 73 lbs— in 15229 Gutchess Residence 7 Concentrated Load = 200 lbs. V200 x200 'M lbs Uniform Load = 50 plf L V50:= 950' 12 1 ,. lbs Uniform Distributed Wind Load • • •....• 0000•0 Vwind:= gwmd.L•h ` 3Q� • :lbs see e e. 144 n ••• e. *ease* 0980 ••see• •0•e • e• a•a•e Vmax m4V200'V50'Vwind) tno3t � ••o lbs•a•e a•i e•• .. .....0 as..•a e s . . . . ...... •se.•• so • Bending Design: Section Modulus Required Mmax Sxr:= 1 in3 Fb Shear Design: Area Required Vma Ar:= psi,, 0 3` in2 Fv eGtion Ptoyided. BENDING x >_ I N.G" , Nl)� glass'_ ifS( r �(S x)� "OK" SHEARg lass:= if Ar>_A "N.G" "OK" Z 15229 Gutchess Residence 8 heck doftecti7on. h Apermissible 30 $ usbe in 3 0 P200'h n .. in 200 3E.Ix 2fl0. gwindL h4 144 wind'- 8E-lx 11)- in . . .... ...... • • . DEFLECTIONglass:_ "N.G." ..� .. 5„ . ...... "O.K." if max�0200,Awind� <Apennissible •"". 00 '. •••' .... . .. ..... • . . . 00• ...... . . . . ...... 00. 0000 s • • ' y 15229 Gutchess Residence 9 d e v #9,b Shoe Conrnection Design: h6 ; Height of Bottom Rail (in) V Thick of Wall in Bottom Rail (in) wB 2.87.. Width of Bottom Rail (in) KB Fb := 9500.0 Allowable Bending Stress in Bottom Rail (psi) V'B t,B Fy := 5500.0 Allowable Shear Stress in Bottom Rail (psi) t,B w,B . . .... goes.. .e . ... 11oy: 63�C5 .. ...... .... . .. ..... gee... ... ..:..' Ll := h+ hB0 B 0 0 W\ .� .. .. ....�. ...... *idiom mount's Molxlient in Length, L1 Concentrated Load = 200 lbs. MB200 P200'(h+ hB) lbs— in Uniform Load = 50 plf L MB50 q50* 12 �h+ hB) lbs— in Uniform Distributed Wind Load gwind (h+ hB) 2 MBwind 144 'Ll' 2 �d �; lbs— in MBmax max(MB200,MB50,MBwind) a- X551} lbs— in 15229 Gutchess Residence 10 4XIM- im t�lounfin ea'rAn .e:a th 1 Concentrated Load = 200 lbs. V MB200 + P 0 2 lbs B200= 200 6 `hB — tB) Uniform Load = 50 plf Ll VB-)u113U+ 1150 4 12 10 3(l lbs 4.(hB— tB) Uniform Distributed Wind Load MBwind 11wind •••• VBwind:_ + •L1•(h+ hB) 0000 0000.. 4 } 144 6.(hB_ tB/ .. 0 900. 6 '/ 060.66 6. 0609:0 000600 . . 9 0000.. • VBmax:= max(VB200,VB50,VBwind) }3 >'' lbs; •..• **:goo • .. .. 66 0000.. • 0000.. hckE - C0000.. , ersng =fiW000.. . 0000.. .6 . 9 .9. FB:= MBmax 80f lbs B eometlrlG..lnelr is &Ares rn 'tiN`O s''Moldin ` 2 L1'tB SB = 6 in' y AB:= LOB int ' o 15229 Gutchess Residence 11 ho'd',k Stress InIIA©1di IVa1( M Bmax fb:= X133 33. psi SB �- BENDING:_ "N.G." "OK" if fb 5 Fb he+ hear trdold*n 9 ' ail. FB fv:= A psi B .... . . .... ...... SHEAR:_ "N.G." .. '.: ....:. "OK" if fv <Fv. soon•• . ..0 0 . .... . .. ..... ...... ... . ..... h�c� Comh�ned en � •••••• •• no....Y Wa11 onflkiwS .••• • . . . . . . . ...... 000 0 :0000: fb fv .. ... Fb. Fv. COMBINED:= "N.G." CC3MB *OK" Al "OK" if CBV<_ 1.00 15229 Gutchess Residence 12 Gheck.AnC, OIM. r sbolt.= 6.0 Spacing of Bolts Per Pannels Fp:= 565.0 Allowable Compressive kd Strength in Support (psi) F,p V,pannel _}— + G, T,pannel 0000 . . 6066 0966.. ,�Oni th ofCorr- lon Zv a 0000.. •.: 0000:. 666699 0000 .. 0000.. 0000 . .. 0000. Fp L (0.5w ) (F L1)Z•(0.5wB)Z 4•�M ) F L '•"•' "'. : '••"• kd:= l B _ p' _ Bmax ' p' 1 3 6d' «: in 2 4 6 Fp Ll 6 . . • •. . . . 9 660696 969699 . . 966696 so . 6 er lc e'LQ don Culp ,�'e nrs Per 1�1�c th,of al ,anvil l: .. . Tpannel:= 0.5•Fp•kd•Ll IF lbs hear Loyd an Cap Scre`nrs'Per'Width of GIass Pnlnel:;` Vpannel:= Vmax ..1 off; lbs heck Goinr sire Stress_in su port: fp 2Tpannel:= Roo psi =kd. � ; COMPRESSION:_ "N.G." GCC : IREt � "OK" if Fp >_fp 15229 Gutchess Residence 13 , er PfA1'1G 1f? t'4oc1ded Toon ie: Nanchors flooLl + 1 Nr bolts s bolt Tens%q,_,qth Anchor�� , Tpannel Td:= Td .,8 ,Cly lbs Nanchors 0000 . . 0000 0000.. .. . ... 0000.. 00 .00.0. Shear 6 nch©rs: 0000.. 0000 .0 0 0000 . 00 89.00 0000.. Vpannel • • • .. 0000.. Vd L sbolt , lbs *. 1 . . . . ...... 0000.. . . .0000. .. . . ... 00 0 15229 Gutchess Residence 14 dp Ra"'Hing 0651 ,w W w w Handrail to provide redistribution of load between glass panels &to remain in place in case that one of the glass planes breaks 0000 . . 0000 0000.. Fb.top 150x0.0 Top Railing Allowable Bending Stress (psi) 0000.. 0000.. 6666 66 6 . 6 0000 6 66 6666. Fy to0.0p;= 950Top Railing Allowable Shear Stress (psi) • 66 66 06 0006.. .66666 6 60 Sxtop:= Top Railing Inertia Modulus for Vertical Loads 0 6 0 �666�• 6666: 0.1 6 66 . 6 666 6 6 Top Railing Inertia Modulus for Horizontal Loads(in,) •' Atop 0.4I5 Top Railing Area 1in21 Concentrated Load = 200 lbs. P200'w M200.top5f141:'tc�p' _ 100 ; lb- in Uniform Load = 50 plf ��---� M50.top:= 0.1012•q50 2— w 1 � R?2 lb- in 12 Mmax.top:= max(M200.top,M50.top) .t 1 €}0€ lb- in 15229 Gutchess Residence 15 aXlll'Iftll,fll'11 Shea s Concentrated Load = 200 lbs. R�p ` V200.top:= P2000 ? lbs Uniform Load = 50 plf q50 � �- V50.top:= 0.6 12 'w € lt �it# Ibs Vmax.top:= max(V200.top,V50.top) ma tE lbs 0000 •... 0090.• eC Ion,R0000•• ••.00 • • Bending Design: •••••. •9• • •.�.•• Section Modulus Required • . • .. .. .. 0000.. • 0.000. Mmax.top • • 3 0.0:0 0.00:• Shr:_ h in . 0000.. Fb.top .. . • ••• . • Shear Design: 00 • Area Required 1.5•V max.top in2 Fv.top e � wr „Privll d: BENDING if Shr>_ Sx "N.G","OK" top = top SYtop)' SBEARto = ifAhr>_Atop,I N.G „OK„1 � � p'•— P 1 .. 15229 Gutchess Residence 16 rx"-- z4 . K vo4 so lm • • . • • i • • z X . • . . .. .. .. ...... . . . . ...... to • TA44, 6! ..4 NP 13 r-K to OUPS 15229 Gutchess Residence 17 t MIA f �+ �6Ut ws� IS25 Jos OT*jOs 1, GK �' 0000 S &P* 0.00:0 .. . 00. • so 0000.. •• 00009. 0000.. 0 0.0 0. ,...%. 039'4 90.6000080' . • 0000.• 0000.. . . ••...• .i8 a a . 15229 Gutchess Residence 18 2 m W n rter^^11 � Lu ac �� ; m cc � m CUTCHESS RES DtNCE , fall W • LU• • •• • • • 9389 NE 13th AVE ••"" .00:. •• . 0 •4,j90 • Miami Shores , FL 33^1 38 • Of:��' 'Nyo :' 4,4,4,4,•: .y •V 7� � •:• 4,4,4,4,•• o ••• MISCO SHOP DRAWINGS ' ' ' ' . . '9• • • • . 10 INDEX OF DRAWINGS �Lu SHEET DESCRIPTION w SD-0.0 COVERPAGE w o ca is SD-0.1 GENERAL NOTES o a. I SD-1.0 KEY PLAN SD-1.1 EXTERIOR RAILING ELEVATION, SECTIONS & DETAILS w v ULL z ®®� .m � r5a, ❑❑ :U uJ 5 19/20f'`) ®°o o°uoan'Cio GENERAL NOTES. 17. EASTERN ENGINEERING GROUP HAS EXCLUSIVELY DESIGNED THE STRUCTURE AND/OR BUILDING 1. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2010. COMPONENTS IN COMPLIANCE WITH THE APPLICABLE EDITION OF THE FLORIDA BUILDING CODE AND ,fc DESIGN STANDARDS FOR STRUCTURAL REQUIREMENTS ONLY.THE EXISTING STRUCTURE MUST 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND SUPPORT THE LOADS IMPOSED BY THE SYSTEM OR SYSTEMS. ENGINEER ON RECORD OF THE U AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND BUILDING OR CERTIFIED PROFESSIONAL ENGINEER SHALL VERIFY THE STRUCTURE FOR SUCH Z APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. LOADINGS. W o 3. EXISTING UTILITIES SHOWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL BE THE 18. ELEMENTS WILL BE AS DESIGNED BY EASTERN ENGINEERING GROUP AND AS APPROVED BYZ � o e CONTRACTORS RESPONSIBILITY TO MEET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL ARCHITECT AND/OR OWNERS, TO CONFORM GENERALLY WITH THE ARCHITECTURAL DRAWING AND (�� ya � E UNDER- GROUND FACILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION. SPECIFICATIONS. ZC) Qo " Lu 2 ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT Z0: cc EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 19. FLORIDA BUILDING CODE, 2010 EDITION LOADS: � g REPAIR OR REPLACE ALL DAMAGES. FENCE AND GATE 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS WIND LOAD AS PER ASCE 7-10 Q OBTAINED. KD=0.85, CATEGORY 1 W 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO WIND VELOCITY AS PER FBC 2010 SECTION 1615.2.1 COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. WIND SPEED = 115 mph 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 1410 20. THE QUANTITIES AND DIMENSIONS SHOWN ON THE DRAWINGS ARE BASED ON THE ARCHITECTWRAL• �. .. 7. ENGINEER'S VISITS TO THE SITE, AS PER G.0 OR OWNER'S REQUEST DURING CONSTRUCTION DRAWINGS. •..• • SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. g • 21. ALL DIMENSIONS TO BE SITE VERIFIED. •••'�� z •�"' .• ••..•• Z NyNjW � � 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, 0••••• s % •• ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT ALUMINUM M I X I I n ••0008 •0•• •0 � •• PROPERTIES. U I V U IVI 9. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR1. ALUMINUM SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE ON THE :••••: • . : NOTIFICATION TO THE OWNER. . DRAWINGS: . •' • 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR •••• I ole 0 •• THE SEQUENCES AND PROCEDURES TO BE USED. TYPE Fb Fb(WELDED) Fv Fv(WELDED) 6063-T5(TUBES & SHAPES) 9.5 KSI 4.8 KSI 5.5 KSI 2.8 KSI Z o, w 11 . EXISTING GRADES WERE TAKEN FROM THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY 6063-T5(ROUND& OVAL) 11.5 KSI 5.5 KSI 5.5 KSI 2.8 KSI p 3CDq REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH 6063-T6(TUBES & SHAPES) 15.0 KSI 4.8 KSI 8.5 KS 2.8 KSI 55 E °= CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO 6063-T6(ROUND & OVAL) 18.0 KSI 5.5 KSI 8.5 KSI 2.8 KSI Lu fa Q Z 2 STARTING WORK. 12 t� v' = ' � 2. WELDING: ALUMINUM ALLOY 535. CLEANING: SSPC-SP2 "HAND TOOL CLEANING". w w Q 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE. ANY = 0 DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES ORU Z 3. PAINT ALUMINUM AND STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WITH F- u- z REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING ALKALI-RESISTANT COATINGS, SUCH AS HEAVY-BODIED BITUMINOUS PAINT OR WATER-WHITE S BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT METHACRYLATE LACQUER. THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 4. ISOLATE DISSIMILAR MMATERIALS AS PER FBC 2010, SECTION 2003.8 13. CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND s s PROPER DISPOSAL OF ANY EXTRA MATERIALS & GARBAGE FROM THE SITE AFTER COMPLETION OF WORK. GLASS 14. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN 1. ALL GLASS IN THIS PROJECT WILL BE SAFETY GLASS ACCORDING TO FBC'10- Nl ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE RESIDENTIAL, R4410.2.6.4 & R4410.2.4 a EE P a SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONALF flail-bl, gi DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF 2. LAMINATED GLASS 9/16" NOMINAL. COMPOSED OF (2) FULLY TEMPERED GLASS g� � DRAWINGS WILL RESULT IN ADDITIONAL COST. WITH 1/16 PVB OR SENTRY GLAS PLUS INTERLAYER FILM. is 2 ¢ 15. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH 3. FULLY TEMPERED GLASS AND LAMINATED GLASS SHALL COMPLY WITH CATEGORY II OF SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER. CPSC 16 CFR 1201 OR CLASS A OF ANSI Z97.1, LISTED IN CHAPTER 35.ANS1 Z97.1 . "NCl �,; 16. EASTERN ENGINEERING GROUP HAS GENERATED THESE SHOP DRAWINGS BASED ON A PROVIDED ® ° DESIGN THAT HAS BEEN DEVELOPED BY A LICENSED ARCHITECT OR A COMPETENT LICENSED `o DESIGN PROFESSIONAL WHO CONFIRMED COMPLIANCE WITH ALL APPLICABLE NATIONAL AND FLORIDA �:®� BUILDING CODES. � z 0.1 6 k u � 3 Lil W� N� f � W a �+� � 0000 : • • y �. � 0000•• ••N> • 0 • ` 009.00 N2V • �-' 0000 • ' 41 • �� '-��,�� "v xr� 0000 • • z • • i )'S •••9•• • DIA • op 0 • a g P n �, ��, � 0000•• • • c • • • • Do • A s�4^5T LLI cl)LLI cc C 4 ' y w CL0 O" a ar W � Y N 32 a) �E LL fa 14:5 SCOPE OF WORK "�" �:�`: '� GLASS RAILINGMAMMON SEE A/SD-1.1 Wier tLC,Ptl7. o z 0 i h vp KEY PI AN , FIRST El DOR A Q SD-1.0 SCALE: 3/32"=1'-0" � ,�°°•v o °•.% 0. Res 11 1", 1 � Z o GLASS PANEL 48" MIN-52" MAX SD-1.1 ALUMINUM W 1/2" (TYP) 1/2" (TYP CAP RAIL Z � SEE C/5D-I.I (j OL y TZ O Q 2 1 OP CAP Z(D °°F - SEE C/SD-1.1 2 1 FOR SPECS. 9/16" NOMINAL / LAMINATED W TEMPERED GLASS NOMINAL � LAMINATED TEMPERED . . LAG SCREW 8" DIA LENGTH �1 BASE SHOE 5" W/ MIN. THREAD LENGTH SEE B/SD-1.1 R 3" © 6" C.C. MAX FOR SPECS. `^ z N3Z •: 9990 r W . 9999 z • 0W 40 Ir • EXTERIOR CLASS FENCE ' A • 9999 .. 9999.. . , Ln SD-1.1 SCALE: 1/2"=l'-O" , . 39 ,, BASE SHOE ••„• ; •. D ; •; SEE 5/SD-1.1 ' c,o zrn o m LAC SCREW �° DIA uj 's LENGTH 5° Q &° C.C. MAX U � inn � wo o �' � Of a EXISTINCx � s > IPE WOOD DECK I°x(o° C/) U) m W w 32 j Urn z z LL z 2 /8° EXISTING CD @ m 2°xV WOOD BEAM o DRILLED a BASE SHOE m Z d) Z �D m II II = EXI5TING 2°xIO° � [L WOOD JOIST U/ U EXISTING rB CDFIAll WOOD POST �� g� 3 SD-1 .1 SCALE: 3"=1'-0" SD-1.1 SCALE: 3"=1'-0" GRADE 03 0 FENCF ®¢oZ o*w SD-1.1 SCALE: 1 1/2"=1'-0" ��e� Q 5/19 20h54�o D14.1