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RC-13-2385 (2) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-201639 Permit Number: RC-10-13-2385 Scheduled Inspection Date: October 14, 2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Owner: CHEF-AWAI, CAMILLE Work Classification: Addition/Alteration Job Address:1370 NE 103 Street Miami Shores, FL Phone Number (305)710-3331 Parcel Number 1132050300080 Project: <NONE> Contractor: DISTINCTIVE HOMES Phone: (305)279-2088 Building Department Comments REMODEL KITCHEN AND 4 1/2 BATHROOMS, AS WELL Infractio Passed Comments REPLACE A TOTAL OF 22 WINDOWS 3 DOORS INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 13,2015 For Inspections please call: (305)762-4949 Page 1 of 69 INSPECTION POST ON SE Permit No, RC-10-13-2335 a6°ISC.193, &� Miami Shores ViUage p y y yy ! g 10050 N.E.2nd Avenue ' Miami Shores,FL 33138-0000 a °iaye Phone: (305')795-2204 Fax: (335)756-8972 R4D' Issue Date: 12/19/2013 Expires: 06/17/2 14 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel#:1132050300080 Owner's Name:CAMILLE CHEE-AWAI _ Owner's Phone: (305)710-3331 Job Address: 1370 NE 103 Street Total Square Feet: 4200 Miami Shores FL Bond Number: Total Job Valuation: $ 75,939.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:0013M.NO WORK IS ALLOWED ON SUNDAY Contractor(s) Phone Primary Contractor OR HOLIDAYS. DISTINCTIVE HOMES (300279-2088 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. EU AL JKAik �J`JUL vor uriveways andlor sidewalks, �aef©refinal inspection and hO can b Nomed for refund;all sod a"d yard wor' NO INSPECTION WILL � I'14D U'(-E 8 �6ERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF CGMMENCEMENT. OCT 0 2015 September 11,2015 City of Miami Shore Building Department 10050 NE 2nd Ave Miami Shores, Florida 33138 Attention: Building Inspector. In Reference To: Final Certification Letter. Camila Residence. 1370 NE 103rd Street Miami Shore, Florida 33138 As engineer on record I certificate that all the work Mech., Elect. and Plumbing was done according to what appear on the plans and details and comply with Florida Building Code and NEC. If you have any question you can contact me at the reference that appear below. RODRIGUEZ PROFESSIONAL DESIGN CORP. 3201 SIN79 CT. Miami, Florida 33155 Ph:305-6348466 Fax:305-638-4710 �6 EBT R 0 ®��® ms's �e•.••oS X NK °m ® 68 0 01. ,44 YL, Wilbert NdW i o P.•°'�,�'�®® PE# 658Qr/p ' • ° �� ••�•�� Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST Building permit card. Surveys (2 copies) Final as built- Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+Egress, required parking /spaces,Wheel stops, stripping, and all paving to exterior. 0 Ce ' ' —(Sealed by surveyor). Expiration date required on the form. ertificate of Soil Treatment(Final treatment-original)1 CHAPTER 2913-5 TERMI i ding has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." -ua"'Health Department Approval Letter(On septic or private water). Note: If the house is on se tic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter(Density report is required) Final certification letter from the Engineer/Architect(on masonry, trusses, special structure,etc) ❑ Backflow preventor certificate (Required on commercial projects only) ❑ Certificate of use. (Recorded in Miami-Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing)Additional fee is$80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is$150.00 • Commercial CO is $200.00 i 1 INSPECTION RECORD STRUCTURAL ZONING PLUMBING INSPECTION DATE INSPINSPECTION I DATE I INSP INSPECTION DATE INSP Foundation Zoning Final S� ZONING COMMENTS Rough Slab Water Service 2"d Rough Columns 2nd Lift Top Out• Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks R rains Windows/Doors 8 ¢ ELECTRICAGas Interior Framing / !¢ INSPECTION DATE INSP LP Tank Insulation Temporary Pole Well Ceiling Grid 30 Dav Tem ra Lawn Sprinklers Drywall Z Jj ,f Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow Prevento I Steel Underground Interceptor Pool Deck Footer Ground Catch Basins Final Pool I Slab Condensate Drains Final Fence Wall Rou h ' HRS Final Screen Enclosure Ceiling Rough Driveway Roug ` / PLUMBING COMMENTS "t1 Drivewa y Base Telephone Rough t Tin Cap Telephone Final Roof in Progress iTV Rou h Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable Final Final Shutters Intercom Rough Rails and Guardrails Intercom Final MECHANIC ADA compliance Alarm Rou h INSPECTION DATEI INSP Alarm Final Underground Pipe DOCUMENTS 4Fire Alarm Rough Soil Bead Cert Fire Alarm Final Rou h , Soil Treatment Cert Service Work With Floor Elevation Surveyy Ventilatio enough Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough Insulation Certificate Pressure Test S t Surve Final Hood Final SurveyFinal Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum i 5,07, ' MECHANICAL C MMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE TE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1.660-0008 National Flood InswanceProgram Important: Read the instructions o iration Date:July 31,201.5 SECTION A—PROPERTY IN RM FOR INSURANCE COMPANY USE Al. Building Owner's Name Iva%pc CAMILLE CHEE—AWAI 13-373 Polic Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and pany MAIC Number: 1370 N.E. 103 ST. CNIAMI SHORES FLORIDA State ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) LOT 8 LESS THE E.10' AND THE E.10' OF LOT 7, BLOCK 5, P.B. 63, PAGE 17 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL FOLIO#11-3205-030-0080 A5. Latitude/Longitude:Lat.N25°52'12" Long. W80'10'07" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2,200;q ft a) Square footage of attached garage 400 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 16 within 1.0 foot above adjacent grade N A c) Total net area of flood openings in AB.b 2,250 sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes 0 No d) Engineered flood openings? ❑ Yes R No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3.State CITY OF MIAMI SHORES 120652 MIAMI—DADE FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9, Base Flood Elevation(s)(Zone 1208600306 L Effective/Revised Date Zone(s) A0,use base flood depth) 9/11/09 9/11/09 AE 9,00' 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date:N/A ❑ CBRS ❑ OPA SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,ARAE,AR/AI-A30,AR/AH,AR/AO.Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: B-62 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. 0 NGVD 1929 El NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 6 00 N feet ❑meters b)Top of the next higher floor 8 70 feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A , ®feet ❑meters d)Attached garage(top of slab) 5 71 ®feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 6 .50 ®feet ❑meters (Describe type of equipment and location in Comments) fj Lowest adjacent(finished)grade next to building(LAG) 5 50 feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) —8 R feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N A . ®feet ❑meters SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be sighed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information_I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 98 U.S. Code,Section 9009. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ® Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name Adis N.Nunez License Number 5924 4 0 13 Title Reg and Surveyor Company Name Blanco Surveyors, Inc. u Address 5 5 N Shore Dr. City Miami Beach State FL ZIP Code 33141 PL #5924 Si nature a 4/30/13 Telephone 305-865-1200 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Renlar.Ps all nrPvinis Priitions. ELEVATION CERTIFICATE page 2 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,,Suite;and/or Bldg.No.)or P.O.Route and Box No. Policy Number. 1370 N.E. 103 ST. City State ZIP Code Company NAIC Number. MIAMI SHORES FLORIDA 33138 SECTION D—SURVEYOR,ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments LATITUDE & LONGITUDE OBTAINED BY GOOGLE C2 A) VENT ELEVATION, CROWN OF THE ROAD ELEVATION• 4.751 ON CENJERLTNE ON r NTFR OF gnAp, It B-62 LOCATOR: 3250 S ELEV: 8.741 Signature 430/13 SEC 1® 'E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT SFE) For Zones AO and A(without BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMB-F request,complete Sections A,B, and C. For Items E1—E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is C1feet ❑meters [I above or below the HAG. b)Top of bottom floor(including basement,crawispace,or enclosure)is j]feet meters []above or below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is [I feet 0 meters [ above or [I below the HAG. E3. Attached garage(top of slab)is Q feet (a meters ❑above or [I below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is [I feet ❑meters []above or IJ below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? []Yes 0 No ® Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments fl Check here if attachments. SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable Rem(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1.[j The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2.[j A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.El The following information(Items G4—G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: [] New Construction j]Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: D feet ®meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: []feet []meters Datum G10.Community's design flood elevation: feet [ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) 13 _ � f COLLADO and partners, inc. a rc h it ecture plarmmg and intcriors April 3,2014 Miami Shores Village Building Official, Building and Zoning DepL RE: 1370 N.E.103 SL Permit No.: RC-10132385 To Building Official: I, Ramon J. Collado, hereby attest that to the best of my knowledge, belief and professional judgment,the anchor screws,size,and locations are per Florida Building Code 2010 Ed., and NOA specifications. The Pressure treated wood bucks(2 x 4 nominal)were anchored with 114'x 2-3/4°self drilling concrete anchor screws 8°to 12°c/c. The widow assembly anchors are 5/16'x 3-1/4°self drilling concrete anchors,6°from comers, 12°etc. Both anchors are galvanized. If you have any questions please feel free to contact me . Respectfully_5ubrp,ittLdz Ramon JoUado AIA USGBG' ° AR 13254 300 Aragon Avenue Suite 380 Coral Gables, Florida 33134 (305)569-9911 n_ ' LOCATION � ao SKETCH M 00> 300°09'06"E SCALE: NTS xd may '" 112.50'( R $ M ) ob w x�� 25.00' N.E. 13th AVENUE r �o : 4'C.L.F. r0 p c c 6'C.B.S. 51 --------`=--�--- 8.0' A/C -------------- 1' 4 ' 0 35 .49' 41.75 35.271 r �, v ti c ; 2.2' S' OWOa fA fA 70 M r 26.5' 2.50' WR 6.50' M M ; 5' ly ITI In O N :a z �O 8 zp, C O ®: A 111 til ® O r�i - O Z w 111 co PO 00 0 40 •' • � � d 5.35' O 3 ..� A O d d :b• v21 1 M: 4 10.00' 11.90' In O ' g G 7.30' Ot► m 0 ::j n ' r z 0 f7 z tnoo �„ C o :•:•:•;•; 40 rn c m u, a 40.91' � 46.60' 4..25, 10.5' A/C ? 25.00' A O•HL. ''' O:•: 4'C.L.F. ` •v, — ll r y ley k o xd' c 112.50'( R & M ) zX25.00' � r $ S00°09'06"E 0;-V r -------- ---------------------------------------- 8N Property Address: 1370 N.E. 103rd St.,Miami Shores,FL. 33138. C) O — --- - x ABBREVIATIONS: - Legal Descri tiion_: Lot 8 less the East 10 feet thereof and the East 10 feet of Lot 7, in F=FOU IDEVCLD,CBS=CONCRETE B D,PIC=RUCTURE,CLFRNER D/H DRILLED HL=PROPERTYLINE DUE=DR RES-- UTILnYEASEMENT IP=IRON P;=E, Block 5, of the Replat of Tract B,MIAMI SHORES BAY PARK ESTATES, according F=FOUND.AIC-AIR CONDITIONER PAD.PIC=PROPERTY CORNER D/H=DRILLED HOLE N7F=V\pODEN FENCE,RES-- Block CL-CLEAR,RB-REBAR,. UE=UTILI Y EASEMENT, CONIC=CONCRETE SLAB. RA^=RIGHT OF WAY. DE=DRAINAGE EASEMENT. CIL=CENTER UNE, O=DIAMTER,TYP=TYPICAL, to the plat recorded in Plat Book 63,Page 17,Public Records of Miami-Dade County, M=MEASURED.R=RECORDED.ENCR=ENCROACHMENT,COMP=COMPUTER,ASH=ASPHALT,N/D=NAIL&DISC.S=SET,FEE=FINISH FLOOR ELEVATnN, Florida. 0/S=OFFSET PIP=POV%ER POLE.OHP=OVERHEAD POWERLINE.NM=NDITER METER WOOD'FENCE= ELEVATION BASED ON LOC.# 3250 S MASONRY w4 L= CONCRETE ..• �..:.t..� •:.•r .;••s ;•.i,r,•.t .;,.�•.:, NOT VALID UNLESS EMBOSSED WITH MAINTENANCE&DRAINAGE EASEMENT=M&D.E. CBM# B-62 ELV. 8.741 TYPE OF SURVEY:BOUNDARY SURVEY SINCE 1987 SURVEYOR'S SELL I HEREBY CERTIFY That the survey represented SURVEYOR'S NOTES: 1) OWNERSHIP SUBJECT TO OPINION OF TITLE. 2)NOT VALID WITHOUT THE SIGNATURE theteon meets the minimum technical requirements BLANGO SURVEYORS ING. r AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOT adopted by the STATE OF FLORIDA Board of Land �- COVERED BY PROFESSIONAL LIABILITY INSURANCE, 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5) Surveyors pursuant to Section 472.027 Florida Engineers•Land Surveyors-Planners•LB#0007059 UNDERGROUND ENCROACHMENTS NOT LOCATED. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETICStatutes. VERTICAL DATUM OF.1929._. 7) OWNERSHIP OF FENCES ARE UNKNOWN. 8) THERE MAY BE ADDITIONIkL There are no encroachments, overlaps,easements 555 NORTH SHORE DRIVE RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9) appearing on the plat or visible easements other than MIAMI BEACH,FL 33141 CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING as shown hereon. (305)865-1200 Email:blancosunreyorsinc@yahoo,com F8X' (305)865-7810 INFORMATION. 10)EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED REVISED: INSTRUMENTS,IF ANY,AFFECTING THIS PROPERTY , FLOOD ZONE: SUFFIX: DATE: BASE• Additions or deletions to survey maps or reports by other than.the signing party or parties is prohibited �'�( L 9/11/0 9 ' 9, without written consent of the signingADIS N.NUNEZ PANEL: 0306 party or parties. COMMUNITY# 120652 63 17 REGISTERED LAND SURVEYOR 13,T� SCALE: DWN.BY: JOB No BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE-OF SAID It PAGE STATE OF FLORIDA#5924 4/30/13 1.=20' IF,Blanco .13-373 Miami Shores Village „, - ; _ Building Department DEC 0 3 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 "e Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No.�`c PERMIT APPLICATION Sub Permit No. 4BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1"37 a At.,& /D a S"T City: Miami Shores County: Miami Dade Zip: 3 31 B S Folio/Parcel#: Is the Building Historically Designated:Yes NO a Occupancy Type: Load: Construction Type: FloVo�dt Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): - 4A4 i GGl� ��fl�� - � '`,I Phone#: SQ 5- �� - �?t Address: City: 10 r s�-s�a Lo State: Zip: 3 '� Tenant/Lessee Name: K) I�/c�,r,(t c�- 4� Phone#: Email: �cx (� (� c,en v c, )oG Zvi c0-w— CONTRACTOR:Company Name: - Phone#: '� �S J Address: �- City: r,�,( t V � 1 State: i= Zip: Qualifier Name: o) 7�St d►'11G u k� 4 0 MA, 7a— Phone#: '::7 2 1 State Certification or Registration MG Certificate of Competency M 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: oID D flk_,w_s Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (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. e e "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 ncement osted at the job site for the first inspection which occurs seven (7) days after the building permit is iss ed. In he abs nce of such osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of _,20 1 by 2 day of 1 OVGM. $r ,20J by 1er ally known J ftc ez M. 6o ___,who is per - nonny 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: . . Si n Sign: Public Sta iyt v o Notary a M Feliciano AA.S Print: my commissio �o ,..., .n S �i�e° Fxrim�0tl1212p18 Seal: * * MY COMMISSION#EE 838183 EXPIRES:January 25,2017 rr4TFOF Fl��\OP Bonded Thru Budget Notary SeMm APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) _._._...... ..... - - --- - --- RICK SCOTT;GOVERNOR KEN IAWSON,SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION " - r CONSTRUCTION INDUSTRY LICENSING BOARD "CGC(057514 The GENERAL CONTRACTOR we Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 ■ l �p GOMEZ, JOSE MIGUEL DISTINCTIVE HOMES 5535 SW 112 COURT MIAMI FL 33165 ❑ ISSUED: 06/10/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1406100001240 lU7:i4L Local Business Tax Receipt Miami-Dade County, State :of Florida —THIS IS NOTA BILL — DO NOT PAY \ILBT -) 3208576 BUSINESS NAMEILOCATION RECEIPT NO. EXPIRES DISTINCTIVE HOMES RENEWAL SEPTEMBER 30, 2015 5535 SW 112 CT 3342666 Must be displayed at place of business MIAMI FL 33165 Pursuant to County Code Chapter 8A—Art.9&10 OWNERSEC.TYPE OF BUSINESS PAYMENT RECEIVED JOSE M GOMQ 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 1 CGC057514 $75.00 08/12/2014 CREDITCARD-14-032270 This Local Business Tax Receipt only confirms payment of the Local Business Tax The Receipt is not a license, permit or a certification of the holdersqaalifications,to do business.Halder must comply with any goveranantai or nongovernmeNal regulatory laws arequiremenis which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec Ba 276. For more information,visit wmw.miemidade gggAmcol lector Miami Shores Village - - - A Building Department �:- 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY INSPECTION LINE PHONE NUMBER:(305)762-4949 VFBC 20 BUILDING Master Permit No. PERMIT APPLICATIO Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS [:] CHANGE ❑ CANCELLATION SHOP L-4 / CONTRACTOR AWINGS JOB ADDRESS: ( � (®�i �Tr City: Miami Shores County: Miami Dade Zip: 3 3 13 Folio/Parcel#: Is the Building Historically Designated:Yes NO—V--- Occupancy Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): 4 i14 14191 G UE C(A:c t7 ( Phone#: S�Lj 9 Address: 1 3 10 ►�� (p3 `� 54-r�_ City: f c-0-0-4-- k State: �L- Zip: 3 31 3� Tenant/Lessee Name: i�° ii Phone#: 3 D,4; - D 3 1-- Email: Email: G':xVk Il_e. CQ�� b(aowt • crg" - CONTRACTOR:Company Name: '*'Id �-e. s Phone#:, Address: A,_Z;-3 S' SCAJ �/� CC,U✓"/ City: 1415y2i1-- EL-- State: Zip: Qualifier Name: Phone#:��'�J `_3hZ d State Certification or Registration M Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑Addition ❑ Alteration ❑New ❑ Repair/Replace ❑Demolition Description of Work: 4�01 _S; 61- © -C1+ ° °1 -, 6"- 51 : Specify color of color thru tile: 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 ommencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is ssued. In the uch posted notice, the inspection will not be approved and a reinspection fee will be charged. u� Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowl dged before me this�r` day of �3 SAP 20I by(,.�n�I 0,�t Mar--1,�i� day of 9�!/h'f/ 20�,by DIS.. M- 610%6�_ who is personall nown tam or who has produced who-is personally known to me or who has produced .r As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: �� ���������� NOTARY PUBLIC: Sign: = -5` = Sigr1!��%//�rli� � Print: Print: C9 lwe Z My Commission Expires: � My Commission Expires: ELZIRISONEZ * * MY COMMISSION t EE 838183 EXPIRES:January 25 2017 ��9TFOF R0�`OP B=W Tlw BWO Noiary Services ;qlclp APPROVED BY Plans Examiner Zoning Y15J_`_V,1 y Structural Review Clerk (Revised02/24/2014)(Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) X1/1 iami shores Village �S�oRFs G Building Department Eggs old 10050 N.E.2nd Avenue Miami Shores, Florida 33138 yot Tel: (305) 795.2204 LpRipA Fax: (305) 756.8972 --tl / I Page 1 of 1 Permit No: RC /3 2 3 Structural Critique Sheet I S rra i vcl Ut , J'Y+-a-" ,j LY 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 Asraf r--------------------------------------------------------------------------------------------------------------------------------------------------� I I j REVISIONS BY j I I I 04/18/14 WE 6° 2'0 SOLID WOOD TOP RAIL I x l lU 111 I I 1i. � I f0 m I rn I 2 . 2 2° 12 A,TEMPERED GLASS U j C6 x 115 U U x j N I Qen Lu W � I I — q LmMd�C I =2 C= I N CRL STANDOFF 4 C6 x 115 C& x 115 i j BRACKET LINE OF �a I FINISH FLOOR �0 PLAN zt 4IN" wow SD-3 Q M I I I N I I SD- I 1 p76 � I - ---- =3 c I DETAILS 6 LINE OF t C6 x 115 I MOUNTING SUBSTRA I�z 0 SIMPSON WEDGE w I I [ON 4 lE 1/4'x4'x4' SHOP BOLT, 4° EMBEDMENT Zr I sD- WELDED TO CHANNEL (TOTAL . . EACONN) T� x�4.sl-0. i I CAT STAIR) h� I ELEVATION I I 1/T TEMPERED GLASS � I I WOOD VENEER FLOORING — APR I � H C I �J Y2"TEMPERED GLASS Q1 W W N I Q F _ W M I ® -' O I I a e\ a LAMINATED CURVED WOOD FASCIA a U M \�D Id NOTCH TO ALLOW STAND OFF INSTAL TIOt -t u i Q w O CONCRETE STAIRS OR A EXISTING CONCRETE DRILLYz"0,4Yz"DEEP AND FILL ~I I BEAM TO REMAI AS IS ; cil t L F W/SIMPSON SET ANCHORING C b A > 1 � CRL STANDOFF ADHESIVE V'e'0 THREADED ANCHOR � � O O I A CRL RSOB2134 STANDOFF FITTING tr BRACKET RSOB2134 SCREW,6"EMBEDMENT INTO a WITH CAPS 316 GRADE STAINLESS y r= w/%'0 STAINLESS STEEL sLAB I a►Q °•'• a (G tl J 4n NE OF v U a+ I Q STEEL SEE DETAIL 3/SD-1 �- of THREADED ANCHOR FINISH FLOOR °•• — EXIST.CONC.SLAB I I ° v ( - -- TO REMAIN I I I --- Date I 02/15/14 41i vScale Z AS SHOWN LL [� G � 1/2"0 EXP.BOLT DrCV1/rl" /8"x 5-1/2"(V.I.F)STAINLESS STEELr: -" I �/e' STAINLESS STL. W$l�llLAMINATED CURVED WOOD FASCIA BOLT AND NUT THREADED ROD ANCHOR NOTCH TO ALLOW STANDOFF INSTALLATION 1E Ya'x 6'x 0'-4'LONG SHOP WELDED TO CHANNEL Job i c \\\ AND(2)1/2-4-SIMPSON WEDGE ALL BOLTS TO 7�— ZO14O6 1° 14° // EXISTING CONCRETE BEAM(TYP) d ° Q^A 1 C6 x 10.5 STEEL CHANNEL I DRILL YM HOLES x 4Y2'DEEP AND FILL WITH SIMPSON SET 3g° ANCHORING ADHESIVE DT DETAILS SECTION 3 j6'el'-0' SD-3 '0'•1'-0' I (AT LAND ING I lof Sheets I I L---------------------------------------------------------------------------------------------------------------------------------------------------J Miami Shores Village D 'Building Department M 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 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. 1 0 Permit Type:C BUILDING ROOFING JOB ADDRESS: ► �+ A l® '� S- 'T' City: Miami Shores County: Miami Dade Zip: I �, Foho/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): itIM I(,CI Phone#: 4L6 3 7-4 Address: IC! City: iM i ft-W I S a1LcS State: Zip: 313 r Tenant/Lessee Name: Q • A— • Phone#: tj 'f�- Email: CGS OA I I I—2(? §C cLrc L)too M co ax_ CONTRACTOR: Company Name: yy.9—e Phone#: _rlc) — ®g Address: �J� S[� 1(2- 'City: IZCity: t/1/I Iq'wt( State: 45-11 Zip: 4 _ Qualifier Name:_�)®5 ►M e+'U eL O1 Oy1 A cZ Phone#: 16 State Certification or Registration#:..ggc Nj 5--j-51 Certificate of Competency#: Contact Phone#:4S 6 3(, — Zb' Email AddressT: DESIGNER:Architect/Engineer: le-rr-0 Phone#: r Value of Work for this Permit: $ S-C)0 0 4 Square/Linear Foot ge of Work: Tjpe of Work: ❑Addition C]Alteration ❑New i Kepair/Replace ❑Demolition Description of Work: H Ike P L4+C_ Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ I eq TOTAL FEE NOW DUE$ d Bonding Company's Name(if applicable) 1 T Bonding Company's Address ' City State Zip Mortgage Lender's Name(if applicable) N-A- 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 estimate ue exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction ' n law b ochure will a delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded n ice of com nc nt must be osted at the job site for the first inspection which occurs seven (7) days after the building permi is issued. I e absence of su h posted notice, the inspection will not b pproved and a reinspection fee will be charged. a Signature Signature Owner or Agent Co01ractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowl dged before me this-y� day of1k ,20/V,b !' day of i4ftrt20 ,by 6ama , who is pe 1 known to me or ho has produced who is personally known to me or who has produced ..y- As identification and who did take an oath. as identification and who did take an oath. NOT Y PUBLIC: NOTARY PUB16JQ ro1►;,..sll, E�RIS GOI4�Z "c NOW Public State of 2TtnWN0WySWM MMISSION A EE 89103 - 0 a ES:January 25,2017 Sign: Sign: * Print: 01K GOM62, My Commission Expires: My Commission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) JOBj SHEET Mod OF CALCULATED BYt DATE, CHECKED BY. DATE# SCALES Aq_... - r i i ti//,F '. Ge �GVS s i k , o rr I Ji j ; - -a-----i - .}...---_1}___ _.....�t._... t- ` , , + � A��cf3�6Cti•�', �(!/� ��'"'ie+/' m' L.T¢. M 4 � ' ! r r , i j � f 3 ` lC 7 �✓ � � � s E i F , I ' i_._..}_....__i�.... j i + t, OL 71�Wa4W J, ,�-yr-..`�F..t , r /, (jy�J���+ry.I� ,T /J / "-''{fJ-''-'''• i J�� 1 t 1�f ✓✓'�.t � CPQ �7 ✓ (F -/��6 /; ��/{ ? ._... �.._. ' .-.-i_..-.-«1...._�.._._..�..-_.�—.—_.._J i t f i-` ` t«_ J-_-_!__-..t.-._-_t y + - 4 j i ; t � j •_ j i i C i , , , 1 4 , CRS. SRS STANDOFF RAILING SYSTEM For at the lPhone%mberrssShoShe or vmontheBack lCover CRL Point Supported Standoff u Y Base and Cap "' y • For Use With 1/2"and 3/4" (12 and 19 mm) _ r Monolithic Tempered.Glass or 9/16" and 27/32" or (13.52 and 21.52 mm) Laminated Tempered Glass ( } Using DuPont' SentryGlasO Interlayers • Brushed or Polished 316 Grade Stainless Finishes Available These heavy-duty Point Supported Standoffs are designed for glass 3>e' i 3/4' —3/8° Hand Rail or Guard Rail applications. The standoff fitting has a 2"(51 mm) (9.5 mm) (44 mm) (9.5 mm) diameter x 1-314"(44 mm)standard projection from the installed attachment point. Custom lengths and diameters are also Standoff available. tt comes with a 3W-16 x 2"(51 mm)Allen Stud for / Ca mounting to steel,along with necessary rubber washers and t �'� I'IIFl"� P I 2°(51 mm) grommet. Attachment anchors for wood and concrete are h� 2•(51 mm) -� also available(see_ - 251 R). 1.; Long SPECIFICATIONS: Mounting Stud For Use With (Included} 1/2'or 3/4' Black Neoprena For use with 1/2"or 3/4"(12 or 19 mm)Monolithic Tempered Glass. (12 or 19 mm) Gasket Also for use with 9116"or 27132"(13.52 or 21.52 mm) Glass Laminated Tempered Glass using DuPont-SentryGlasa intedayers (Do not use with raw or annealed glass) Glass Fabrlcatlon: One 3/4"(19 mm)Diameter Hole Per Fitting Spacing; RS08213465 Brushed Stainless Maximum horizontal spacing between fittings depends on its use and mounting conditions. The minim ten RS082134PS Polished Stainless height spacing is 4"(102 mm)center-to-center. Full engineering reports are available at eriaurencacom. M&MIn oder.7 each.Fmmi.s Anne cmbW ra w®dry , CRL Point Supported Standoff Fitting With Caps and Back Plate • For Use With 1/2"and 3/4"(12 and 19 mm) 1-314°x 2'(44x51 mm) Monolithic Tempered Glass Applications or �KA or Stainless Steel _(b"yM ss,lass 9/16"and 27/32"(13.52 and 21.52 mm) Support Laminated Glass Using DUPonr SentryGlas® Interlayers j i. 4 (by Others) • Brushed or Polished 316 Grade Stainless Finishes Available This Point Supported Standoff Fiffing has a 4"x&'(102 x 203 mm)back plate g4' iving the (203 mm} (102 mm) installer more adjustment and six anchor points during installation for those tricky job site B'x 4".x 3fir mounting conditions. The steel back plate can be fastened directly to steel,concrete,or (203 x 102 x 9.5 mm) wood substrates and shimmed as required with blocking. This versatile Standoff Fitting Thick Stainless features a 2"(51 mm)diameter crap with a threaded 318"-16 threaded 4' Steel Plate 3/8' stainless steel rod to secure the glass panel. (102 mm) ` (9.5 mm) Drilled for 1 The Z'(51 mm)diameter standoffs are mechanically fastened 3/8°t9.5 mm) t to a 318"(9.5 mm)thick 316 grade stainless steel back plate Bolts 3/F ' ; 1-3/4' that is pre-drilled for mounting. Two popular stainless steel finishes (9.5 mm)—1 l (44 mm) are available from stock. Custom diameters and lengths are i2° Steel Application also available. Attachment anchors for wood,concrete or steel (51 mm) are sold separately(see page 251 R), SPECIFICATIONS: B" For use with 112"or 314"(12 or 19 mm)Monolithic Tempered Glass. (203 mm) Also for use wish 9/16"or 27132'913.52 or 21.52 mm) Laminated Tempered Glass using DuPont'SentryGlas'Interlayers. ;y (Do not use with raw or annealed glass) y e Glass Fabticatlon:Two 314"(19 mm)Diameter Holes Per Ftting RSOB206S Brushed Stainless Spacing: MOM Maximum horizontal spacing between fillings depends on its use and mounting R8082UPS Polished Stainless � � conditions. Full engineering reports are available at crla�enee aom 2°{51 mm) f4lam"wd"i-'each.Fuahescm to comtkW for qwtty p�d�V. CRSC.R. LAURENCE COMPANY c r l a u r e n c e.c o m 248R I crlaurence.ca criaurence.com.au crlaurence.co.uk criaurence.de crlaurence.eo CHL SRS, STAN D D FF �RAILING SYSTEM For at theicPhor e+NuOurmbers eb Site Shown am thel uBacToll Free k Cover CRL Point Supported Standoff Base4and Domed Cap [ - 1TjE • For Use With 111 and 3/4 3/8° t 318' (44 mm) (9.5 mm) (12 and 19 mm) (95 mm) i Standoff Monolithic Tempered Glass or cap Vol), or 9/16"and 27/32"(13.52 and 21.52 mm) Le UUM" Laminated Tempered Glass Using 23mm) DuPont' SentryGlas® Interlayers 2'(51 mm) • Brushed or Polished 316 Grade Long 318°-16 Stainless Finishes Available PA(i nStud 2-3/8'(60.3 mm)Black Neoprene (included) Diameter Gasket These heavy-duty Point Supported Standoffs Washer are designed for glass Hand Rail or Guard Rail SPECIFICATIONS +"* applications. The standoff fitting has a 2-3/8" For use with 1/2"or 314"(12 or 19 mm)Monolithic Tempered (60.3 mm)diameter x 1-3/4"(44 mm)standard Glass.Also for use with 9/16"and 27Pd2"(13.52 and 21.52 mm) Projection from the installed attachment point. Laminated Tempered Glass using DuPont'SentryGlas"Intedayers Custom lengths and diameters are also Glass Fabrication: available. It comes with a 3/8"-16 x 2"(51 mm) One 3 "(19 mm)Diameter Hole Per Fitting Allen Stud for mourning to steel,along with g` necessary tubber washers and grommet. Maximum horizontal spacing between fittings depends on its RSOB2135BS Brushed Stainless use and mounting conditions. The minimum height spacing is RS092135PS Polished Stainless Attachment anchors for wood and concrete are 4"(102 mm)center-to-center. Full engineering reports are also aVal a see 251 R. h1&6 wm o de:i each f m�hna can Ga cnmtimrcr ( lige ) available at kxlaurenr�.can for wanay��. CRL Point Supported Standoff Fitting With Domed Caps and Back Plate • For Use With 1/2"and 3/4!'(12 and 19 mm) ` Monolithic Tempered Glass or 9/16"and 27/32"(13.52 and 21.52 mm) ` Laminated Tempered Glass Using DuPont' SentryGlas® hrterlayers L . � ar • Brushed or Polished 316 Grade Stainless Finishes Available s This Point Supported Standoff Fitting has a 4"x 9-1/4" 102 x 235 mm back > ( ) plate giving the installer more ( 4 1-314°x 2°(44 x 51 mm) adjustment and four anchor Stainless steel 1 points during installation for those tricky job site mounting conditions. The steel back Support . (by Others) I III, Tempered Glass plate can be fastened dim4 directly to steel,concrete,or wood 102 i"+ (by pere substrates and includes a cover plate. This versatile Standoff ( ) t 9-114"x 4'x 31T Fitting features a 2-318"(60.3 mm)diameter domed cap with (235 x 102 x 9.5 mm) Thick Stainless Steel Plate a 30-16 threaded stainless steel rod to secure the glass � panel. The 2-318"(60.3 mm)diameter standoffs are mechanicallyi 9-1/4° i 2-3/8° (235 mm) ?,I (127 mm) fastened to a 30(9.5 mm)thick 316 grade stainless steel I 1(60.3 mm) back plate that is predrilled for mounting. Two popular stainless steel finishes are available from stock. If your customer has a special job site condition,custom diameters " w _ and lengths are also available. Attachment anchors for (235 g-114/4' wood,concrete or steel are sold separately(see page 251 R). = I i' (9.5 mm) SPECIFICATIONS: i 3/8° i 1-3/4' For use with 1/2"or 3/4"(12 or 19 mm)Monolithic Tempered Glass. (9.5 mm} (44 mm) Also for use with 9/16"or 27)32"913.52 or 21.52 mm). ` Steel Applicatlon Laminated Tempered Glass using DuPont"SentryGlas$Interlayers (Do not use with raw or annealed glass) , e Glass Fabrication:Two 3/4"(19 mm)Diameter Holes Per Riling � RS06250S Brushed Stainless Maximum horizontal spacing between fittings 2 3�° RS0825PS Polished Stainless spa ng rigs depends on its use and mounting (60.3 mm} conditions. Full engineering reports are available at cdaurenae.com nsu,u,wm wde:r uadi.FhWiesan Le mdi ed tur VW&typftg, c r l a u r e n c e.c o m C.R. LAURENCE COMPANY OIL criaurence.ca crlaurence.cofn.au crlaurence.co.uk crl20111aurence.de crlaurence.eu 1 2 Mechanical PrOVerties of Common Stainless Steel Fasteners in Accordance'with ASTM F593 Stainless Condition Nominal I Tensile Core Hardness Min.Yield Grade Alloy Group Ria. Strength Rockwell Strength Identification (in.) (psi) Min. Max. (psi) Marking 1 CW 114-5/8 100,000- B95 C32 65,000 (303,304, 150,E 304L,305, F593C 384,XM1, 18-91..W, CW 314-1 112 85,000- B80 C32 45,000 302HO, 140,000 303Se) FS93D 2 CW 114-5/8 100,000- 895 C32 65,000 (316, 150,000 316t) F593G CIN 314- 112 85,000- 880 C32 45,000 140,000 F593N CW:headed and rolled from annealed or solution-annealed stock ASTM Al 93:Alloy Steel and Stainless Steel Bolting Material For h-Temperature Service Specification Size NCm. Min.Yield Core Description Grade &Grade Range Tensile Strength hardness Identification Strength Rockwell Marking 00 (PSI) (in-) ASTM A193 2]a& 125,000 105,000 C35 Chromium-Molybdernun alloy(4140, B7 under 4142,4145,4140K 4142K 4145H) Over 115,000 95,000 C35 used for high-pressure,high-temperature �7 2 In-4 applications. Over 4—7 100,000 75,000 C35 ASTM At 93 4&under 100,000 80,000 B99 Similar to B7 except heat-treated to limit 137M the maximum hardness. Considered in areas where stress embrittlement may be137M Over 4-7 100,000 75,000 B99 a factor. ASTM A 193 2 M2& 125,000 105,000 C35 A chromium-Motybdemmt-Vanadium B16 under alloy used for high-pressure,high- over 110,000 95,000 C35 temperature service applications. OffenB 16 21/2-4 slightly higher temperature resistance Over 4-8 100,000 85,000 C35 than B7. ASTM A193 1/4& 75,000 30,000 B96 A 304 Stainless Steel used for high B8 Class 1 larger temperature applications. 'Phis material has been carbide solution treated. ASTM A 193 1/4& 75,000 30,000 896 A 316 Stainless Steel used for high 138M Class i larger temperature applications. This material has been carbide solution treated. MUM A-4 JOBI SHEET Nod OF CALCULATED BY• _DATE CHECKED BYs DATE SCALE i t ! —;--_' ` ' �---;__�-----f_'_•-'7-- E i �--�---•s't-f--W-1I�._}_—t--».i__—fi._.._i �—_�..--L--�..___.j.__._._jt 4- 04 _. I i i f �•—#9_....�.�T.,....r_.__?-moi_—!__-.f`.. �._._. E_--..1...._--2 + [ �' �__;� E—���— —`__..a--Y.i__.....�._...� } f �`_—� } r � -#--- F----i_...� } j _..l�r_ �....�ri----F_.._...�--f•--.__�---�-1�__-•t•.•-_ � --i f + f^--''(---_..L_-_....�..__ __. 'I_.r,y._-i x t G..••f_ __�I s( s� _._i� � C%L�4�.--+--"! S r + + , --�_.}----;i^-^-•-}- }} r .-�1----i_--.t....;''....__ � _ t � 1 { a r ` ' 1 } -^•1----�t-----t...—f-_. t r J { r ' :_............. ------------ i t t IT t ( 13 i � -'-• - t f � 1..._...t t._... _ t t —_.. r s . ! — , r f ': I. I REVISIONS BY , GENERAL NOTES: - - �' I 1.-MATERIAL: Y2' TEMPERED LAMINATED GLASS WITH ALL POLISHED EDGES. � � ® 2.- FINISH: TO BE SELECTED BY CUSTUMER. 3.- COLOR: TO BE SELECTED BY CUSTUMER. 4.- FABRICATION AND INSTALLATION WILL BE AS PER APPROVED SUBMITTED SHOP Y° DRAWINGS/ SAMPLES AND IN ACCORDANCE WITH INDUSTRY PRACTICE AND TOLERANCES. ALL DIMENSIONS ARE NOMINAL, APROXIMATE AND CAN VARY. I 5.- FIELD VERIFICATION BEFORE INSTALLATION. C) 6.- ALL FASTENERS/ANCHORS SHALL BE RUST RESISTANT. m I Z.- MATERAIL ORDER,.FABRICATION AND INSTALLATION SHALL NOT COMMENCE UNTIL W M C)o I DRAWINGS ARE APPROVED BY CUSTUMEROW) I 8.- CODE: REJECT A 4' SPHERE GUARD: 42' MIN. HEIGHT AFF- CUSTUMER TO VERIFY AND CONFIRM ALL CODES. L` arni Shores Villaas �D 4'U' l W 9.- G.C. IS RESPONSIBLE FOR PROTECTION (DAMAGE, THEFT, ETC.) OF ALL MATERIAL AFTER INSTALLATION. r17PR0\1ED BY DATE o1:4 10.-THIS COMPANY IS NOT RESPONSIBLE FOR THE STRUCTURAL OR WATERPROOF m INTEGRITY OF SLABS, WALLS, FLOORS, ETC. THAT ARE PENETRATED BY RAILING �P ilr�C C)EPT [� ATTACHMENT, INCLUDING BUT NOT LIMITED TO POST TENSIONED SLABS. z � o4p r.(�) I __ D [�r "I C Az I I _IF',IFCT i O CC;P,IPL.ArICE WTP-I ALL. DE w ~ a W Tr,7- _IjN- '(r�L;LEC AND PEGULAT1OPIC I I w z I w I � x GLASS RAI ING AT .I I CAMILLE GHEE-AIVAI RESIDENCE 1370 NE 103 STREET. MIAMI SHORES FLORIDA. 33138 w M I U V1 M � 1 D a M M kn I � M CLAS FENESTRATION TESTING fRESULTS: � � M ° .i TEST OF TEMPERED TRANSPARENT GLASS U I REPORT IMPACT TESTING ON SAFETY GLAZING MATERIAL TEST SIZE 34' x -I6" Date I SPECIMEN 1/2' (12mm) TEMPERED TRANSPARENT GLASS 02/15/14 I SGCC NUMBER SGCC 03500 FII FCOMPANY ADDRESS: OLD CASTLE BUILDING ENVELOPE MIAMIFL Scale ° DATE:0-1/08/2011 TEMPETURE : 81.1F I AS SHOWN I RESULT OF TEST Drawn IWEM I SPECIMEN No. TEST STANDARD THICKNESS DISINTEGRATION WEIGHT OF LARGEST MAXIMUM TEMPERATURE RESULT (INCHES) OCURRED TEN PARTICLES WEIGHT PERMITTED OF GLASS Job I ANSI Z91,1-2009 0.485 48 (INCHES) 60 GRAMS 200 GRAMS 80° F PASSED 201406 2 ANSI Z9I 1-2009 0.485 48 (INCHES) 80 GRAMS 200 GRAMS 80° F PASSED j 3 ANSI ZgI 1-2009 0.485 48 (INCHES) 10 GRAMS 199 GRAMS 80° F PASSED I 4 ANSI Z9Z 1-2009 0.487 (X) (XX) 6'l GRAMS 201 GRAMS 80° F PASSED 5 16 CPSC 1201 0.485 40 (INCHES) 80 GRAMS 200 GRAMS 80° F PASSED REMARKS: (XX) THE WEIGHT AFTER CENTER PUNCH FRAGMENT. (X) DISSINTEGRATION DID NOT OCCUR AT THE 48 IN DROP P RDS I j CENTER PUNCH FRAGMENT TEST WAS CONDUCTED AFTER THE GLASS DID NOT DISINTEGRATE Of Sheets I I I I REVISIONS BY I 3 ' SD-3 I I ` I I I I I I rrr rIW � W� I rrr r � WcMr10d' r ON X2' TEMPERED CLEAR-- j °�01 GLASS WITH ALL I LINE OF CANTELIVERED W WV� j POLISHED EDGES I I I-I' X 111/2'h BEAM BELOW w cD W (TYPICAL) — ---- -------- „7 xi I I 2 j w G,W I SD-5 ^.N I ---- -------- I II � I I 5 I ISI W I Z CA 3 II Q 60' x 42' HIGH CURVED GLASS PANEL i i W un I GUARDRAIL w . I I SD-3 rrr/ .dam wr N 00 CD I f 47 C3 U M I 4?• /p y LU O I N C) I N W Cf) O ,� j 2'41 SOL WOOD .4 C7 U •- w a, I HAND IL ATTAC ED TO W I WALL ITH ADJU ABLE E I 5.5. 5 CXE15 = Date I 02/15/14 I Scale I I AS SHOWN Drawn I WEM I Job 201406 I I I I I I � ' STAIF,5 FL00 I FLAN SCALE Y21=1'-O' Of Sheets I I I I. I I REVISIONS BY I I I 4 4 I , 2*0 I SOLID WOOD TOP RAIL Y27 TEMPERED GLASS I Y2'TEMPERED CLASS x111 W I � I m (n IiA I UI U UGS Z x 1 =x 115 I Z \\----- O I U WW I Q LL CRL STANDOFF +�% X X I N O I BRACKET LINE OF `S �� W LLI GRL STANDOFF Q INISH FLOOR I BRACKET LINE OF ----- -- 1/2"0 EXP.BOLT GS x 115 GS x 11.5 0"C) FINISH FLOOR �9 �j '-:I'n w o W I 2 FLAN � � ��/j-1 I SD-I l Ys 9 STAINLESS STL. 00 BOLT AND NUT ~ a z I I I I I I LINE OF fE I ` MOUNTING SUBSTRAT '04 SIMPSON,LUEDCE ALL I - CONCRETE BEAM E AL ------ ---- ----- e o � C � G I LINE OF PC8.5 C ----- Tw1 MOUNTING SUBSTRA 5 E G T I ON 4 - ---- ---- U 3j4"1'-0' Sp- GS x 115 I/Z' 0 SIMPSON WEDGE z (AT STAIR) 11.5 STEEL CHANNEL lE I/4'X5 I°Xro' SHOP BOLT. 4' EMBEDMENT SECTION. WELDED TO CHANNEL (TOTAL OF- 2 EA. CONN.) 3q1.1'-0' I (AT LANDING) ELEVATION-,e2-'\ I I 1'=1'-0° SD-3 I I WOOD VENEER FLOORING 1/2" TEMPERED GLASS I 00 e a LAMINATED CURVED WOOD FASCIA a U M e a NOTCH TO ALLOW STAND OFF INSTALLATION W pM CONCRETE STAII SOR �__ _ M EXISTING CONC ETE ' L o .. G H Z BEAM TO REMAII 4 AS IS a _W CRL RSOB2134 STANDOFF FITTING I w ;h .'Q•• WITH CAPS 316 GRADE STAINLESS C7 U 1:4 a I 3q ° v 44 - A STEEL SEE DETAIL 3/SD-1 I 4• I a Date I a a r------ 02/15/14 Q c 41/2, Scale AS SHOWN a Drawn M--3/8"x 5-1/2"(V.I.F)STAINLESS STEEL WENT a a THREADED ROD ANCHOR Job 201406 I 14. I I DRILL Y"O HOLES x 4 YZ'DEEP g' AND FILL WITH SIMSON SET41.$ - T _ I ANCHORING ADHEESIVE ,� ' (1 Of Sheets I I I I i REVISIONS BY I I ' I I I ' TOP EDGE TOP Epce OF GLASS 2"0 SOLID WOOD TOP RAIL OP GLASS I I -------- ---------------------- -------- ---- I 2"0 SOLID WOOD TOP RAIL I W� O I \\\ ''QOo LINE OF FINISH FLOOR LM \\ \ O 0 0 0 0 O " 0 0 o 0 0 0 0 0 0 0 � 00'��Z o TOF w a W STAAR I /I I 0 51-01 M"ImUm U I 0 Z I TYPICAL STAND OFF INSTALLATION W I o O I � x I I I 2'0 WOODl l�zV STAINLESS STEEL THREADED � [w� W 0 M RAILINGROD, 5%2' LONG FOR CONCRETE ►-I-+ E�-i � o I 3/s x 3 SCREWS AND 2" LONG FOR STEEL U `" Cnn `O EACH BRACKET M ^ 8 48' r-/c(MAX) ATTACHMENT 14, $, Q o I BRACKET — a M V x 4' BLOCKINGS IN FURR. CAVITY I u� U . w a 2' x 4' BETWEEN STUDScc I I Date I I 02/15/14 I I Scale DURING INSTALLATION Dr nSHOWN LOCTITE 37684 MUST BE wEM USED WHEN INSTALLING 2' Job 201406 STANDOFF CAP FRONT VIEW SIDE VIEW TOP VIEW HANDRAIL RD 4 I CONNECTION TO WALL q DETAILS /l� _ Of Sheets I e