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RC-14-2555 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-245944 Permit Number: RC-11-14-2555 Scheduled Inspection Date: October 20, 2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: ROSS, COLLIN AND TRACY Work Classification: Garage Enclosure Job Address: 134 NE 100 Street Miami Shores, FL 33138- Phone Number (305)494-3557 Parcel Number 1132060132150 Project: <NONE> Contractor: RIES CONSTRUCTION CORP Phone: (305)265-5000 Building Department Comments GARAGE EXTENSION. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-232356. CREATED AS REINSPECTION FOR INSP-232249. Missing NOA for garage door No permit Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 19, 2015 For Inspections please call: (305)762-4949 Page 35 of 42 SNORE& Miami Shores Village �,,,, ,,,,, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 OR Tel: (305) 795.2204 Fax: (305) 756.8972 PREPARED BY: DECLARATION OF USE KNOW ALL MEN BYTRESE nPRE�SENTS: WHEREAS,the undersign is/are the fee simple owner(s)of the following described property('Property") situated and being in Miami Shores Village, lorida: Lot(s) Block of (Subdivision),according to the plat thereof,as recorded in the Plat Book Page of the Public Records of Miami-Dade County,Florida,(address) Lim N l L and WHEREAS,the undersigned owner(s)have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW,THEREFORE,for good and valuable consideration,the receipt and sufficiency of which is acknowledged,the undersigned do(es)hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant concerning the use,enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned,his/her successors and assigns and may only be released by Miami Shores Village,or its successors,in accordance with the codes,ru. ss and regulations of said Village then in effect. yy��L� / IN WITNESS WHEREOF,the undersigned has/have caused�hand(s)and seal(s)to be affixed hereto on this�day of V�b 206 . WITNESS(ES) *e-, Signature )i I Signature 40 and Print I f `� s and Print 61C& 5 5 Signature c..,.. Signature and Print 1z,a ,, and Print STATE OF FLORIDA ) COUNTY OFA4A HHB O& I EBY CERTIFY that on this day personally appeared before me I�•h �t7 55 who is personally known to me or has produced (type of identification)as identification and he/she acknowledge that he/she executed the foregoing,freely and voluntarily,for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this day of .20 My commission exp' CCoraMom NOTARY PUBLIC STATE OF FLORIDA NOTARY PUBLIC,STATE OF FLORIDA Ca w*FFW1l37 Eores 517/2018 SNORES Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 RiDp' Tel: (305) 795.2204 Fax: (305) 756.8972 PREPARED BY: DECLARATION OF USE KNOW ALL MEN BY T ESE P ESENTS: WHEREAS,the undersigned is/are the fee simple owner(s)of the following described property('Property") situated and being in Miami Shores Village,Florida: Lot(s) Block of (Subdivision),according to the plat thereof,as recorded in the Plat Book Page of the Public Records of Miami-Dade County,Florida,(address) 134 NG 00", and WHEREAS,the undersigned owner(s)have sought certain development approval from Miami Shores and are providing this document in consideration thereof and to induce the Village to grant same: NOW,THEREFORE,for good and valuable consideration,the receipt and sufficiency of which is acknowledged,the undersigned doles)hereby declare and agree: 1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant concerning the use,enjoyment and title to the above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned,his/her successors and assigns and may only be released by Miami Shores Village,or its successors,in accordance with the codes,rules and regulations of said Village then in effect. IN WITNESS WHEREOF,the undersigned has/have caused kL hand(s)and seal(s)to be affixed hereto on this w day of OL �, 20f WITNESS(ES) /*NER . Signaturere �^ and Print Q and Print Signature Signature and Print and Print STATE OF FLORIDA ) COUNTY OF-1014 BADE A e%u I HER `^ � Y CERTIFY that on this day personally appeared before me 'LW Ai -- who is personally known to me or has produced N A- (type of identification)as identification and he/she acknowledge that he/she executed the foregoing,freely and voluntarily,for purposes therein expressed. SWORN TO AND SUBSCRIBED before me on this day of �'� 0i My commission expires: C M DIFIOM (Lk NOTARY PUBLIC NOTARY PUBLIC,STATE OF FLORIDA STATE OF FLORIDA Commit FF097137 Expires 517/2018 ,Lr-' r,}�:,i •`.t.;.1 t._ ..• rrL N7cq ..�"''..a rr ':. ....'.•;. . , •. , :: -,. . to�`t�.�I'.. o[ • � � '. '.L�, 1-' ,+ r?� tt1-Y/, .5.:-:.'. 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Eae 't .,a .,.::k,(' 1�.s. <. tx$w _Inm ,�� [(�� — � ( �{ �Bsf _ le; k+rA .f YS, .�+.2+.6f f.1�6 -,�T! is4WA PUPW lWS . •. "� 1'P MAN sm � `� ( $ i.yam, '�x. �'��Ft k�� •,�(�.: - ��r:X R'�<� W 'si �` `m»adls` s • f r f G i t i � =ir ooz k� \Yr�r�\� 'M "•^ �... A,- �'" � .��TA !�e»...�4! f Ffi' A A m 3.�_ &8'�,�„�F '�j &e� „r,�,;, r n 1 ,€ kphIk . h . ,..' Ms `� ' MASTER EXTERMINATOR MAI;TER INTEGRATE PEST CONTROL CORPORATION E!(EIIMI(il D.A.C.S. Bureau of Entomology& Pest Control License JB3716 Dade- (305) 887-5213 Broward - (954)441-6999 CIRTIRMATESM OF PAZ CONSTRUCTION SOIL TUATKIN, CERTIFICATE No.- 20150412 Property owner: Collin Ross Builder Company: Ries corp Treatment performed at: 134 NE 100 street Miami Shores FL 33138 Legal description (if available) Mooting applicatiop u Slab application Final { perimeter) application THIS CEKTIFICATE IS GOOD ONLY FOR ONE KIND-OF-.APPLICATION Total square foot treated: 80 Date of treatments 10/16/2015 Common name of pesticide : . Permethrin Solution applied at : -0.05 % Quantity of solution applied : 10 gals Operator: Octavio Mendizabal Signature of Licensee or Agent : Certifieh-peikt control operator JB7737 Date: October 2015 EDUCATION-PREVENTION - HYGIENE "A NEW CONCEPT ON PEST CONTROL TECHNIQUES " fY� ggs googol" Miami shores Village � too* Building Department RIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST (D B ilding permit card. ��} coo 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. 011 Certificate of Elevation—(Sealed by surveyor). Expiration date required on the form. ❑ Certificate of Insulation. Certificate of Soil Treatment(Final treatment-original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building 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." ❑ Health Department Approval Letter(On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt, 011 Soil Compaction Letter(Density report is required) Jnal 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 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-228770 Permit Number: RC-11-14-2555 Scheduled Inspection Date: February 24, 2015 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Concrete Slab Owner: ROSS, COLLIN AND TRACY Work Classification: Addition/Alteration Job Address: 134 NE 100 Street Miami Shores, FL 33138- Phone Number (305)494-3557 Parcel Number 1132060132150 Project: <NONE> Contractor: RIES CONSTRUCTION CORP Phone: (305)265-5000 Building Department Comments GARAGE EXTENSION. Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed �� Failed Correction ❑ Needed i Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 23,2015 For Inspections please call: (305)762-4949 Page 45 of 51 -DEC. YNA H ENGINEERINGCORP.RP WWW.DY14ATECHENGINEERING.COM Miami, February 10, 2015 Mr. Luis Maltez PROFESSIONAL BUILDING SOLUTION 2332 Galiano Street Coral Gables, FL 33134 Re: Addition @ 134 Northeast 100`h Street North Miami, FL Dear Mr. Maltez: Pursuant to your request, Dynatech Engineering Corp. (DEC) performed a Compaction Test on February 10, 2015 at the above referenced project. DEC was authorized to perform a compaction test only. The purpose of our test was to determine the degree of compaction of the tested layer of material only. In no way shall a compaction test replace a demucking inspection, soil bearing capacity determination, or a pad certification. A soil boring test must be performed by client if not yet done, prior to construction to verify subsoil conditions. Underlying soils below test levels must be verified to prevent future settlements. (DEC) was not authorized to perform supervision and certification of the building pad preparation. This is not a pad certification. Our reports must be provided to all involved parties for their approval. Our findings are relative to the date and areas of our site work and should not be relied upon to represent conditions on other areas or dates. Any subsequent site disturbances due to water erosion, rain, storm gutters discharging at footings, construction activities, excavations, overgrown, vegetation, traffic and other disturbances will void this test and the site must be re- compacted and re-tested prior to construction. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. No other analysis is implied or warranted. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Enclosed find copies of the compaction test results. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours; Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 �� "•, Special Inspector No. 757 ,ba Certificate of Authorization No.: CA 5491 � ��a 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC UbV�Ll.nty a�,efa.�oa.v aaava..aa.a.•esa.�.•.e.a c.n,.+...............�.-.,..........,. .,.... ...,......, ......—�.__...a.......... �................—_..___„ DYNATECH ENGINEERINGCORP, 11 ^DEC \ WWW.DYNATECHENGINEERING.COM MOISTURE-DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: February 9, 2015 CLIENT: PROFESSIONAL BUILDING SOLUTION PROJECT: Addition A ADDRESS: 134 NE 100th Street,North Miami, FL CONTRACTOR: Professional Building Solution MATERIAL DESCRIPTION: Gray sand w/rock SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb.Hammer and an 18"drop ASTM D-1557. % MOISTURE DRY DENSITY 3.5 106.9 5.1 110.4 8.9 114.0 116 13.2 112.6 D 15.3 108.6 114 Y D 112 E Optimum Moisture 10.7 Percent N 100%Maximum Dry Density 114.9 lbs./cu.tt. 110 S I %Passing 3W'Sieve 89.2 Percent 108 T Y 106 Sampled By:JA Tested By:JA Checked By:WN � ,. r 4 6 8 10 12 14 vely submitted, As a mutual protection to clients,the public and ourselves,all reports L'? O' are submitted as the confidential property of clients,and authorizationj„ for use,publication of statements,conclusions or extracts from or regarding, Wissam Naamani,P.E. our reports is reserved pending our written approval. DYNATECH ENGINEERING CORP. --- '` w ° ' Florida Reg.No.39584 Certificate of Authorization No.:CA 5491 I 2 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC v -D E C DYNATECH WWW.DYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS DATE: February 9, 2015 CLIENT: PROFESSIONAL BUILDING SOLUTION PROJECT: Addition (a ADDRESS: 134 NE 100th Street, North Miami, FL CONTRACTOR: Professional Building Solution ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Test No. 1 Location: Center of east garage extension footer Test No. 2 Location: Center of garage underslab Test No. 3 Location: Center of west garage extension footer Test No. Location: Test No. Location: Description of Material: Gray sand w/rock ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ TEST NO. 1 2 3 DEPTH 12" 12" 12" FIELD DENSITY 114.3 113.6 114.0 MOISTURE CONTENT % 8.3 9.4 8.7 MAX. DENSITY IN THE FIELD % 99.4 98.9 99.2 COMPACTION REQUIREMENT% 95% 95% 95% OF MAXIMUM 100% MAXIMUM DENSITY (LAB) 114.9 114.9 114.9 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS *Please note this is not a pad certification.A soil boring must be performed to determine subsoil conditions below the tested compaction layer prior to construction. Respectfully submitted, Sampled By: JA Tested By:JA Checked By: WN Wissam Na ani,P.E. DYNATECH ENGINEERING CORP. -Florida Reg.No.39584 £ertificate of Authorization No.: CA 5491 *A density test determines the degree of compaction efthe tested layer,4 aterial o Arno way shall a density test replace a soil bearing capacity determination. A soil boring test must be provided by client,prior to c6nstructi4 oo verify-ubstonditions. As a mutual protection to the clients,the public and ourselves, all reports are submitted as the confidential property of clients, and au�py+ '1W f4, i tication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. XAy�g1 z �lgu� 3 750 WEST 84TH STREET,HIALEAH,FL 33014 PHONE(305)828-7499 FAX(305)828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC CERTIFICATE OF COMPLIANCE FOR TERMITE PROTECTION (AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7) USA PEST CONTROL P.O. BOX 570134 MIAMI, FL 33257 (305)378-2522 Address: /�4 /WE /00 yt#mil PI-1 Method of Termite Prevention Treatment: Soil Treatment for termites Chemical used: Demon TC EPA No. 100-1218 Number of gallons applied: Gallons:, 10 Area treated (square feet SF: l0 Stage of treatment: Slab USA Pest Control hereby confirms that the structure described above has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. Aut orae ii ature Date PiDge 1 of 4,nQt valid without all four pages. U.S.DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY ELEVATION CERTIFICATE OMB No. 1660-0008 National Flood Insurance Program IMPORTANT:Follow the instructions on pages 1-9. Expiration Date:July 31, 2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Buildin Owner's Name Policy Number: SS AND TRACY ROSS A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or PO. Route and Box No. Company NAIL Number: 134 N 100 STREET City State ZIP Code MIAMI SHORES FLORIDA 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 10 AND THE EAST 112 OF LOT 11,BLOCK 16 AMENDED PLAT OF MIAMI SHORES,SECTION ONE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 PAGE 70 OF THE PUBLIC RECORDS OF MIAMI-DARE COUNTY FLORIDA A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.N 25 51 39.12 Long.W 80 1133.94 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 fl 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) 590 sq ft a) Square footage of attached garage 200 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 6 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 928 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes ®No d) Engineered flood openings? ❑Yes ®No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION Bl. NFIP Community Name&Community Number B2.County Name 83.State THE VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE I FLORIDA B4. Map/Panel Number B5.Suffix B6. FIRM Index Date B7.FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevation(s)(Zone Revised Date A0,use base flood depth) 12086C-0302 L 9/1112009 09/11/09 X B10.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: Bll.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 R1 No Designation DateN,q / / ❑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,Vl-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/A0.Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized:REAL TIME NETWORK L-NET(GPS)_;TBM 6 9.15 Vertical Datum:NAVD1988 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑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) 11 .23 ®feet ❑meters b) Top of the next higher floor 13 .23 KI feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) NIA ®feet ❑meters d) Attached garage(top of slab) 11 .13 ®feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 11 .03 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10 .97 ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 11 .05 ®feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including N/A ®feet ❑meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed 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. or FL OR/ understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. h<Pj� µ vA�Rroq Q PUS ENri ®Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a tiF ❑Check here if attachments. licensed land surveyor? ❑Yes FK]No Certifier's Name License Number PAUL VALENTINE 4512 Title Company Name PROFESSIONAL SURVEYOR AND MAPPER EXACTA LAND SURVEYORS,INC. A No.4512 Address City State ZIP Code 11940 FAIRWAY LAKES DRIVE SUITE 1 FT.MYERS FL 3913 �F ReGISTeReo �K Signature Date Telephone oNAL LAND h �' - 10/15/2015 P:(866)735-1916 10/15/2015 FEMA Form 086-0-33(Revised 7/12) See reverse side for continuation. Replaces all previous editions. (REV.0 10/15/2015) Page 2 of 4:not valid without all four pages. 1508.1660EC 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 PO.Route and Box No. Policy Number: 134 NE 100 STREET 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 NOTE:C2.E=AC UNIT PAD OUTSIDE OF THE HOUSE.NOTE:THIS ELEVATION CERTIFICATE IS ONLY VALID FOR THE PERSON OR PERSONS NAMED ON THIS CERTIFICATE Signature //// Date 10/1512015 ��l�i�_ CENTERLINE ROAD ELEVATION:11.27 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-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 N/A ®feet ❑meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is N/A ®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 N/A ®feet ❑meters ❑above or ❑below the HAG. E3.Attached garage(top of slab)is N/A ®feet ❑meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is N/A. ®feet ❑meters ❑above or ❑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 ❑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 or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑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 item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1. ❑ 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. ❑ 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. ❑ 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 ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑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(Revised 7/12) Replaces all previous editions. lige 3 of 4;not valid without all four pages ELEVATI ON CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. 1508.1660EC 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 PQ Route and Box No. Policy Number: 134 NE 100 STREET City State ZIP Code Company MAIC Number: MIAMI SHORES FLORIDA 33138 If using the Elevation Certi Cate to obtain NRP ood insurance,of x at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear Vies",- and, if required, "Right Side View' and "Left Side View." Wien applicable, photographs must show the foundation with representative examples of the ood openings or vents, as indicated in Section A8. If submitting more photographs than will t on this page, use the Continuation Page- lad b,;., ` ...+.....mow• +�+!!R< FRONT PROPERTY PICTURE 10/15/2015 REAR PROPERTY PICTURE 10/15/2015 40 kv _ tfial i{`! � u r ° . llll RIGHT PROPERTY PICTURE 10/15/2015 LEFT PROPERTY PICTURE 10/15/2015 FEMA Form 086-033(Revised 7/12) Replaces all previous editions. Fte 4 0#4;not valid without all four pages ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page 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 PQ Route and Box No. Policy Number: 134 NE 100 STREET City State ZJP Code Company NAIC Number: MIAMI SHORES FLORIDA 33138 If submitting more photographs than will t on the preceding page,af_x the additional photographs below. Identify all photographs with: date taken; "Front VevJ' and"Rear VievJ'; and, if required,"Right Side Vevd' and"Left Side View." When applicable, photographs must show the foundation with representative examples of the ood openings or vents, as indicated in Section AS. FEMA Form 086-033(Revised 7/12) Replaces all previous editions. CARINO & CO . ARCHITECTURE + DESIGN 9.3.15 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Re: Permit# RC-11-14-2555 Parcel#1132060132150 Address: 134 NE 100th street, Miami Shores, FL 33138 I,John Carino, having reviewed all the construction documents, construction photos and required site inspection reports hereby attest to the best of my knowledge, belief and professional judgment, all structural and envelope components of the above referenced garage addition are in compliance with the approved plans and permit documents. I also attest that to the best of my knowledge, belief and professional judgement,the approved permit plans represent the as-built condition of the structural and envelope components of the said structure. This document is being prepared in accordance with Chapter 1 of the Florida building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely, John Jarino,Architect AR96403 IB11 R"N U 4"I A %A I N M 1 B 11r I I, I RIr)A "t311J '8(, '16 L18A ,`I I I, I (ui 1 K t N 0 I)i J%1 PA N Y ,..1M PRED BY: i NE 100th St L H Robert T. on Perdi9 / 305.670.3707 041h St NE rperdigon@perdigontitle.comrn One Datran Center Miami Beach Office Neystnsl n L „ PHI Suite 1701 oqp 1681 Michigan Ave. > 56 Miami, FL 331Suite 1001 t ' rat•971h St Fax 305.670.37- Miami Beach HL 33139 )..PROPERTY ADDRESS: 134 NE 100 STREET MIAMI SHORES, FLORIDA 33138 SURVEY NUMBER: FL1306.0863 FIELD WORK DATE:6/21/2013 REVISION DATE(S):(REV.0 6/22/2013) R f3�ABr� 8010 MYSONEY ASi4MUMMCOf/AITY L7L I" 5 90'00'00'E 275.00'(F*M) i m B.R. (ASSUMED) Nob 5 9D°QO'00"E 75.00`(D) No ID 25.017 M) 25.00 I/2'nP i No ID 1 FLOCKCORNM WEST 1/2 OF 14.T LOT I I BILK IG .l 14.2'= 15.6' 14.17 lV (NOT INCLUDED) �Fn �; 2 OF LOT /O tn T l l BLK /6 -- LOT 12 $ 3 /6 1 W vi LOT 9 BLK 16 = rn Rc5i134 I6.5' M BILK I G 2 . • ZZ61 �� 9000•• • • s s L s••o.0 • • �•s• ! • s 0000•• "4' to••9 • •• ••••i •• 0060 •9009 n'I'Orr 9M24CEONUNE 2. 0000 009••0 25.017(D) 0• • _ /- 0999. ... v Y NOr15t ' •••• lhw*=* � djdc ild LOT APRAR9 TO DC 9[RVICGD DY C11Y WATBt AND SrYVBK pogwfr/Msbean tmabrm hilho tummy RNCt ON?RR5t11P NOT D�rLRMIN� .' wv 641 and daaurwy /latmsedr e'erFEW br/ha fi>bddr lard A►Plol6serbnsl ryalrar 5J�lld6hs AW& BTS 30 0 15 30 sdj '�.mvs ;,r GRAPHIC SCALE (In Feet) A' PAUL WLVALBfflE 1 inch = 30' ft. N BtUarHald�4orarodeuv�nd�K Ul IW161II Use of This Survey for Purposes other than Intended,Without Written Verification,will be at the User's Sole Risk and Without Liability to the Surveyor. �n Nothing hereon shall be Construed to Give ANY Rights or Benefits to Anyone Other than those Certified. FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING NONE VISIBLE MUNICIPALITY OR WWW.FEMA.GOV,THE PROPERTY APPEARS TO BE s' LOCATED IN ZONE X.THIS PROPERTY WAS FOUND IN THE VILLAGE OF MIAMI SHORES,COMMUNITY NUMBER 120652,DATED 09/11/09. "x Florida LandAFFILIATE � CLIENT NUMBER:PP13 212 DATE: 6/22/2013 ,i. � - AssociationTitle e. MEMBERS BUYER.COLLIN ROSS AND TRACY ROSS I :'. SELLER: SCOT ROY MARKEN AND CHERYL SUSAN MARKEN CERTIFIED TO.COLLIN ROSS AND TRACY ROSS;PERDIGON TITLE SERVICES;FIRST AMERICAN TITLE INSURANCE COMPANY; STONEGATE BANK;ITS SUCCESSORS AND/OR ASSIGNS www.--naland.com Land Surveyors, Inc. P (305)668-6169 F(305)668.6325 This is page 1 of 2 and is not valid without all pages. LBa 7337 1222o Towne Lake Drive,Suite 55•Ft.Myers,FL 33913 REPORT OF SURVEY FL1306.0863 This is page 2 of 2 and is not valid without all r LEGAL DESCRIPTION: LOT 10 AND THE EAST 1/2 OF LOT 11,BLOCK 16,AMENDED PLAT OF MIAMI SHORES,SECTION ONE,ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10,PAGE 70 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. i JOB SPECIFIC SURVEYOR NOTES: THE ASSUMED BEARING REFERENCE OF SOUTH 90 DEGREES 00 MINUTES 00 SECONDS EAST IS BASED ON THE SOUTHERLY RIGHT-OF-WAY w' LINE OF N.E.100 STREET,LOCATED WITHIN AMENDED PLAT OF MIAMI SHORES,SECTION ONE,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 10, PAGE 70 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. - GENERAL SURVEYOR NOTES: 1. The Legal Description used to perform this survey was supplied by others.This survey does not determine or imply ownership. 2. This survey only shows improvements found above ground.Underground footings,utilities and encroachments are not located on this survey map. "•' 3. If there is a septic tank,or drain field shown on this survey,the location is approximate,and was determined by visual above ground inspection only,and cannot be relied on for accuracy. 4. This survey is exclusively for the use of the parties to whom it is certified. 5. Additions or deletions to this survey map and report by other than the signing party or parties is prohibited without written consent of the signing party or parties. 6. Dimensions are in feet and decimals thereof. 7. Due to varying construction standards,house dimensions are approximate. 8. Any FEMA flood zone data contained on this survey is for informational purposes only.Research to obtain such data was performed at www.fema.gov. 9. All corners marked as set are at a minimum a'W'diameter,18"iron rebar with a cap stamped LB#7337. 10. If you are reading this survey in an electronic format,the information contained on this document in only valid if this document is electronically signed as specified in Chapter SJ-17.062(3)of the Florida Administrative Code.The Electronic Signature File related to this document is prominently displayed on the invoice for this survey which is sent under separate cover.Manually signed and sealed logs of all survey signature files are kept in the office of the performing surveyor.If this document is in paper format, it is not valid without the signature and original raised seal of a Florida Licensed Surveyor. 11.Unless otherwise noted,an examination of the abstract of title was NOT performed by the signing surveyor to determine which instruments,if any,are affecting this property. 12.The symbols reflected in the legend and on this survey may have been enlarged or reduced for clarity.The symbols have been plotted at the center of the field location,and may not represent the actual shape or size of the feature. 13.Points of Interest(POI's)are selected above-ground improvements which may be in conflict with boundary,building setback or easement lines, as defined by the parameters of this survey.There may be additional POI's which are not shown,not called-out as POI's,or which are otherwise unknown to the surveyor.These POI's may not represent all items of interest to the viewer. 14.Utilities shown on the subject property may or may not indicate the existence of recorded or unrecorded utility easements. 15.The information contained on this survey has been performed exclusively,and is the sole responsibility,of Exacta Surveyors.Additional logo or references to third party firms are for informational purposes only. „ „�. ...: LEGEND. X SURVEYOR'S LEGEND BOUNDARY UNE A/C AIR CONDITIONING ID. IDENTIFICATION SEW. SEWER B.R. BEARING REFERENCE INT. INTERSECTION S.F. SQUARE FEET BLK. BLOCKIR IRON ROD 50H SET DRILL HOLE B.C. BLOCK CORNER IP IRON PIPE 51RC SET IRON ROD 4 CAP STRUCTURE B.R.L. BUILDING RESTRICTION UNE L LENGTH 5N SET NAIL • 55MT. BASEMENT LBA LICENSE A-BU51NC55 5N4D SET NAIL 4 D15C •••••• EVW BOWBOX WINDOW L5A LICENSE A-SURVEYOR STY. STORY •• BLOCK WALL • • • (C) CALCULATED (M) MEASURED 5.T.L. SURVEY TIE LINE • • • • C CURVE N.R. NON RADIAL 5V SEWER VALVE •CHAIN-UNK or WIRE PNCE • • •• CATV CABLE TV.R15ER N.T.5. NOT TO SCALE 5/w 51DEWALK t•#/9WdfNCE ___ t •i•••t C.B. CONCRETE BLOCK O.C.5. ON CONCRETE SLAB S.W. SEAWALL • CHIM. CHIMNEY O.G. ON GROUND TEL. TELEPHONE FACILITIES • IRON VCE • •••• • G.L.F. CHAIN LINK FENCE O.H.L. OVERHEAD LINE T.O.B. TOP OF BANK •• �NT C.O. CLEAN OUT O.RB. OFFICIAL RECORD BOOK TX TRANSFORMER • ___ _____}__•• t•t• CONIC. CONCRETE OH. OVERHANG TYP. TYPICAL EDGE OF WATER • • • • C.V.G. CONCRETE VALLEY GUTTER O/A OVERALL W/C WITNESS CORNER t t••• CIL CENTER LINE O5 OFFSET W/F WATER FILTER • • CAN • • •••A CJS CONCRETE SLAB PKN PARKER-KALON NAIL W.F. WOODEN FENCE • • • 000 cJP COVERED PORCH P5M PROFE55IONAL SURVEYOR WM WATER METERWALVE BOX ••�.r-KAY • •t •• C5 W CONCRETE 51DEWALK AND MAPPER WN WATER VALVE • BRICK TILE COR. CORNER PLS PROFE55IONAL LAND SURVEYOR V.F. VINYL FENCE PHALT or •••••• (D) DEED (P) PLAT • • • DN✓ DRIVEWAY PIE POOL EQUIPMENT •tT7Tf • • A WATER COVEifa YdiP•• D.F. DRAIN FIELD PLT PLANTER • ® • • • EUB ELECTRIC UTILITY BOX PP PINCHED PIPE • • • • ENCL. ENCLOSURE P.B. PLAT BOOK • • •••• • •• ENT. ENTRANCE P.I. POINT OF INTERSECTION A.E. ANCHOR EASEMENT BENCH MARj E.O.P. EDGE OF PAVEMENT P.O.B. POINT OF BEGINNING C.M.E. CANAL MAINTENANCE ESMT. CALG•'4.T. CALCUTAIiI}Fm*T E.O.W. EDGE OF WATER P.O.C. POINT OPCOMMENCEMENT C.U.P. COUNTY UTILITY F5MT. A CENTRAL ANGLE or DELTA F/L FENCE UNE P.T. POINT OF TANGENCY D.E. DRAINAGE EASEMENT -°a • CONTROL POINT F/P PENCE POST P.C. POINT OF CURVATURE E5MT. EASEMENT ■ CONCRETE MONUMENT (F) FIELD P.C.C. POINT OF COMPOUND CURVATURE I.EJE.E. INGRE551EGRE55 E5MT. CATCH DA51N F.F. FINISHED FLOOR P.R.C. POINT OF REVERSE CURVATURE IRR.E, IRRIGATION EASEMENT A ELEVATION FPL FLORIDA POWER 4 LIGHT P.C.P. PERMANENT CONTROL POINT L.A.E: LIMITED ACCE55 E5MT. V FIRE HYDRANT FIDH FOUND DRILL HOLE P.R.M. PERMANENT REFERENCE MONUMENT LP.E. LANDSCAPE BUFFER E5MT. FIPC FOUND IRON PIPE 4 CAP R RADIUS or RADIAL L.M.E. LAKE OR LANDSCAPE Q MANHOLE FIKC FOUND IRON ROD 4 CAP (TV RECORD MAINTENANCE EASEMENT ® TREE FIR FOUND IRON ROD RES. RESIDENCE M.E. MAINTENENCE EASEMENT ); UTILITY OR LIGHT POLE PIP FOUND IRON PIPE R/W RIGHT OF WAY P.L;F PUBLIC UTILITY EASEMENT '- WELL FCM END.CONCRETE MONUMENT (5) SURVEY R. ROOF OVERHANG E5MT. ..,. / COMMON OWNERSHIP FN FOUND NAIL 5.51. SETBACK UNE 5.W, SIDEWALK EASEMENT !� FN4D FOUND NAIL DI5C 5.C.L. SURVEY CL05URE LINE 5.W. .E.STORM WATER FND. FOUND SCR SCREEN MANAGEMENT E5MT. GAR. GARAGE 5/DH SET DRILL HOLY T.U.EI TECHNOLOGICAL UTILITY E5MT. GM GAS METER SEP. SEPTIC TANK U.E. Unit r y EA5EMt.YT ELECTRONIC SIGNATURE. PRINTING INSTRUCTIONS: OFFER VALIDNLY FOR: COLLIN ROSS AID TRACY ROSS In order to"Electronically Sign"all of the PDFs sent 1. While viewing the survey in Adobe Reader,select the by STARS,you must use a hash calculator.A free "Print"button under the"File"tab. online hash calculator is available at2.Select a printer with legal sized paper. F To Electronically Sign any survey PDF: 3. Under"Print Range",click select the"All"toggle. 1.Save the PDF onto your computer. 4. Under the"Page Handling"section,select the number 2.Use the online tool at of copies that you would like to print. I POOL-FENCE •A D D IT ION, 5. Under the"Page Scaling"selection drop down menu to browse for the saved PDF on your computer. select"None." 3. 2s% offSelect the Hash Method as SHA. 6. Uncheck the"Auto Rotate and Center"checkbox.4Click Submit. 7. Check the"Choose Paper size by PDF"checkbox. I I (UP rogsoo) Your PDF is electronically signed if all of the characters in the SHA-1 code submitted by STARS 8. Click OK to print. I A Y FUTURE matches the code which is produced by the hash TDPRIPfTINBIACK+WHRE I SURV YING SERVICES " calculator. If they match exactly,your PDF is 1. In the main print screen,choose"Properties"' I ON T IS PROPERTY electronically signed.If the codes do not match 2. Choose"Quality"from the options. torit)elbiJyE exactly,your PDF is not authentic_. 3. Change from"Auto Color"or'Full Color"to "Gray Scale". - - _ - - - - - - - - - 77,7777 7777-777 7 777--777,7 77M ei-� Exacta Land Surveyors,Inc. www.exactaland.com x LB#7337 P (305)668-6169• F(305)668.6325 12220 Towne Lake Drive,Suite 55•Ft.Myers,FL 33913 es%R F STRUCTURAL N 1_..1LTPNC-3 December 8, 2014 Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 RE: Response to Comments: Permit No.: RC -11-14-2555 Ross Residence 10905 SW 75 Ct Pinecrest, FL 33156 Dear Mr. Naranjo; Below, please find responses to all building comments. Building Critique 1. Reference to 12" x 20" foundation has been removed. 2. Product approval for garage door is attached. Structural Critique Dear Mr. Asraf 1. Reference to GCpi = +/-0.55, on S-2 notes, has been changed to +/-0.18. 2. Additional code references have been added to general notes on S-2. 3. Existing beam size is called out on S-1. 4. Calculations for the steel plate are attached. If you should have any questions please do not hesitate to call me at 3o5-6og-3652. Res ully, '511� Thomas Moe, PE 63863 y 6731 SA' 63 ''cu n' Off: 305.665-324 FL 3311 4� Fax: 305.669.-'0i55) DECEMBER 8, 2014 ROSS RESIDENCE 134 NE 100TH STREET MIAMI SHORES, FL 33138 DESIGN OF STEEL PLATE SUPPORTING ALTERED BEAM AT GARAGE LOADING lb LL,,Of:= 30-psf DLOof:= 25-psf Wtconcrete:= 145-- ft3 tribroof:= 9.83-ft + 5-ft 2 2 trib,.f=7.4 ft 23 wt)em:= wtco,,m,-8-in-23-in Wbeam = 185.3-lb -4- ft L-i ------ WDLroof trib,00rDLr-0f+ 'beam WLLrof:= trib=f-LL,00f WDLroof=370.7-lb wLL,.f=222.4-lb ft ft Factored Loading w.:= 1.2-(wDL,-.f)+ 1-6-(wLLf) Span:= 9.5-ft lb w.=800.7-- ft Thomas Moe PE 63863 FLEXURAL ANALYSIS AS PER LRFD-PART 16 CHAPTER F-BEAMS AND OTHER FLEXURAL MEMBERS w,;Span2 M„ M„=9.03•k-ft 8 actual unbraced length E:= 29000000- lb Fy:= 36000• lb Lb:= 24-in 2 2 m in (0.375) J:= I-(10•in)-(0.375-in)3 A:= (0.375•in)•10-in ry:= Vr in 10 J=0.176•in4 A=3.75-in2 ry=0.119•in Lb (2- j Z (0.375-in)•(10•in) SX. (0.375-in)-(10•in) X' 4 6 9.37-in 3 �_6.25.in ZX= Mp:= Z,-Fy Mr'= S,-Fy 0,- MP=28125 R-lb Mr= 18750 ft.lb unbraced limit-plastic design (0.13.ry-E L := .f7-A Lp= 1.08•in Lr:= Lr=24.8-in MP Mr since La< Lb< Lr Cb:= 1 conservative Lb—LP Mn:= Cb- MP— (MP— Mr) Lr—LP) Mn= 19073 ft-lb Wn:_ (Wn Wn= 17165.9 ft.lb -M❑= 17.2•k-ft > M„=9-k•ft OK V� CHECK DEFLECTION lb w 222 4-b E:= 29000000• lb �'DLroof=370.7•— LLroof= 2 ft in (0.375-in)-(10•in)3 12 IX=31.25•in4 4 5-(wDLroof+�'LLroof)'Sp Span Qom,:= Qailow:= 384.E-IX 360 Qom„ =0.12-in < Qattow=0.3•in OK SELECT 318"X 10"STEEL PLATE END REACTIONS lb 222.4$ Span=9.5 ft �'�'DLroof=370.7 $ wLLroof= lb wu= 800.7 ft Span-(w„) ShearRegd:_ 2 ShearReyd=3803.34•lb 3 www.hitti.us PROMS Anchor 2.4.9 Company: Page: 1 Specifier. Project ROSS RESIDENCE Address: Sub-Project I Pos.No,: Phone I Fax: - - Date: 12/8/2014 E-Mail: Specifiers comments: 1.Input data Anchor type and diameter: Kwik Bolt 3-CS,518 i.. Effective embedment depth: h,,=2.750 in. Material: Carbon Steel Proof: design method Hilti ASD Stand-off installation: e,=0.000 in.(no stand-off);t=0.375 in. Anchor plate: I.x I,x t=10.000 x 8.000 x 0.375 in.(Recommended plate thickness:not calculated) Profile no profile Base material: uncxacked concrete,3000,f,*=3000 psi;h=8.000 in. Reinforcement - Geometry[n.]&Loading[Ib,in.db] Z d �Q ca Y W� t # W µ O trput data and results must be checked for agreement with the e)dsdng conditions and for pmusibilityl PROFIS Anchor(c)2003-2009 HBG AG,FL-9494 Selman Hllti is a registered Trademark of Hilo AG,Schaan /� www.hitb.us PROFIS Anchor 2.4.9 Company: Page: 2 Specifier. Project ROSS RESIDENCE Address: Sub-Project I Pos.No.: Phone I Fax: - - Date: 12/3/2014 E-Mail: 2.Resulting anchor forces Load case(goveming): Anchor reactions[Ib) Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y Y 1 0 1901 1901 0 2 0 1901 1901 0 max.concrete compressive strain NI: 0.00 x max.concrete compressive stress(psi):0 resulting tension force in(xty)=(0.000/0.000)Pb]:0 resulting compression force in(xty)=(0/0)[lb]:0 4 3.Forces on the highest loaded anchor 2 Design values[lb] Utilization[%] Proof Load Capacity P./(1„ Status Shear load without lever arm 1901 2210 -186 OK 4.Combined tension and shear loads a Utilization p [%] Status 0.000 0.860 1.667 - OK RN+K<=1 5.Details fa„ fav f. f„„ Use.,.,, ,, 0.862 0.965 1.000 0.727 yes all N.[lb] all V.[lb] all N. all V. all M[in.-lb] N_[lb] V,„[lb] 2065 3148 - - 1363.494 0 2210 6.Warnings •Refer to the manufacturer's product literature for cleaning and installation instructions. •Load re-distributions on the anchors due to elastic deformations of the anchor plate are not considered.The anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the loading! Fastening meets the design criteria! / Irput date and results must be d*dwd for agreement with the epshng cmddms and for plausbftl PROFIS Anchor(c)20032nn9 HiNIAG,FL-9494 Sdram Hdti is a registered Trademark of HitU AG,Schoen www.hilb.us PROFIS Anchor 2.4.9 Company: Page: 3 Specifier. Project ROSS RESIDENCE Address: Sub-Project I Pos.No.: Phone I Fax: - - Date: 12/8/2014 E-Mail: 7.Installation data Anchor plate,steel:- Anchor type and diameter.Kwik Bolt 3-CS,5/8 Profile:no profile Installation torque:1020.002 in.-Ib Hole diameter in the fodure:d,=0.688 in. Hole diameter in the base material:0.625 in. Plate thickness(input):0.375 in_ Hole depth in the base material:2.750 in. Recommended plate thickness_not calculated Minimum thickness of the base material:3.575 in. y 0 0 0 0 2 0 v x 0 0 0 0 v 0 1 0 0 5.0000 5.0000 5.0000 5.0000 1v ISI Coordinates Anchor pn.] Anchor x y C. c„ c, c,r 1 0.000 -2.500 12.000 6.000 - - 2 0.000 2.500 12.000 6.000 - - Irpk4 data and mu is must be&WJwd for agreement with the msting r.4ftw and for p1wsi xWf PROFIS Andior(c)2003.2009 Hird AG,FL-9494 Sdmn Hihf is a registered Trademark of H#U AG.Schaan C12