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RC-08-920INSP' )� Ins , - c ion Worksheet M1- Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspectron Number: INSP-84997 Permit Number: RC -5 -08 -920 Inspection Date: September 23, 2011 Inspector: Bruhn, Norman ��rrOwner:' . K OCKING, LED 1tlob Ades '308 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number (305)757 -8815 Parcel Number 1132060135990 Phone: (305)685 -0412 Building Department Comments CONVERSION OF A GARAGE INTO AN OFFICE AND LAUNDRY ROOM. BUILD NEW EXERCISE. ROOM. Passed Failed g;)Fd Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Old �G¢ For Inspections please call: (305)762 -4949 Page 1 of 1 Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Residential Construction Bldg. Permit No. RC -5-08 -920 Owner LED KOCKING Contractor ORONI INC Subdivision /Project <NONE> Date Issued 09123/2011? Construction Type GARAGE CONVERSION & INT. REMODEL Occupancy Single Family „ry : 308 NE 96 Street Miami Shores FL 33138 - Location Building Officials Approval Norman Bruhn, CBO Not Transferable POST IN A CONSPICUOUS PLACE Oic-ctE0 M iami 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. 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 lawn 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. ❑ 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. I • Temporary CO (Up to 90 days max) $75.00. Cam u °�t A 1\,\. • Residential CO fee is $150.00 • Commercial CO is $200.00 V■oai' 024(63\( 1Nl�T� fXDick2 a. apN't F-0I4:1ET° coYckiIYtY� .Mn4, YOOP Permit Number: RC -5 -08 -920 J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164500 Inspection Date: September 16, 2011 Inspector: Dacquisto, David Owner: KOCKING, LED Job Address: 308 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number (305)757 -8815 Parcel Number 1132060135990 Phone: (305)685 -0412 Building Department Comments CONVERSION OF A GARAGE INTO AN OFFICE AND LAUNDRY ROOM. BUILD NEW EXERCISE ROOM. 7/70 Inspector Comments Passed �- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 16, 2011 For Inspections please call: (305)762 -4949 Page 1 of 1 558; N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX: (305) 264 -0229 DRAWN BY: AL. 961 9.5 o. 9.44 Trutt. 'uruijnrz nr. LAND SURVEYORS • ita u) 0 El CE LE; =25.0 1-- IBL IG DEPT =3 W an .05© _94' '12K3 H � 9'm ct Z B N 9.22 SURVEY No. 6-0002885-5 SHEET No. 2 OF 2 BOUNDARY SURVEY SCALE =1" : 20' 22' ASPHALT PVMT. 11' MEDIAN 9.50 9.90 1 0.5' CURB. 0,5' CURB. S N.E. 96th ST 20' ASPHALT PVMT. 8.86 0.5' CURB. S ci 9.59 1— T PWY 9.39 .1. 112" . NO CAP :'T' 0.25'CL 1.30' X 1.3 COLUMN 9.82 0.83'CL 1.10' CL 7.90' ONE STORY RES. I# 308 F.F.E = 11.83' L.F.E =11.77' GARAG ELEV.= 10.01' 22. 4' LLL LL LoT -8 LLLLLL BLOCK -44 LLLLLL LLLLLL LLLc.s LL LLLLLL LLLLLL 24.30' 9.58 9.47 LOT -7 BLOCK -44 9.72 0.30' CL F.I.P 1/2" NO CAP U.P. LOT -10 BLOCK - 44 SURVEYOR'S NOTE: - There may be Easements recorded in the Public Records not shown on this Survey. - The purpose of this Survey is for use in obtaining Title Insurance and Financing and should not be used for .eonstruction -p LOT - BLOCK 6582 N.W. 7TH STREET, SUITE 202 MIAMI FL 33128 TELEPHONE: (305) 284 -2660 FAX: (305) 284-0229 DRAWN BY: AA Nova Surveyors, Inc. LAND SURVEYORS SURVEY NO 6- 0002885 -5 SHEET NO 1 OF 2 SURVEY OF LOT 8-9, BLOCK 44, OF MIAMI SHORES SECTION ONE AMENDED, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 308 NE 96 ST, MIAMI SHORES, FL 33138 FOR: LEONARDO KOCKING LOCATION SKETCH Scale 1" = NT.S. SUBJECT PROPERTY ABBREVIATION AND MEANING A = ARC A/C = AIR CONDITIONER PAD A.E. = ANCHOR EASEMENT A/R = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH.= ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.0.8. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.LF. = CI-IAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN.&EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE N.AP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE 0.H.L = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY =PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT R/W = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. 46044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE = CENTRAL ANGLE C = CENTER LINE 41 = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY PSURVEY`1: - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM `ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANELJSUFFIX: 120882 0093 J DATE OF FIRM: 07/17/19995 BASE FLOOD ELEVATION: WA CERTIFIED TO: LEONARDO KOCKING LEGEND TYPICAL -OH- OVERHEAD UTILITY LINES CBS = WALL (CBWI --e� C.L.F. = CHAIN LINK FENCE -0-0- I.F. = IRON FENCE W.F. = WOOD FENCE • 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. N -603 -R LOCATOR NO. 3250 SW ELEVATION 8.05 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: r/ RK) GEORGE IBARRA (DATE OF FIELD WO PROFESSIONAL LAND SURVEYOR NO. 2534 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYOR'S SEAL w Permit Number: RC -5 -08 -920 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 164551 Inspection Date: September 19, 2011 Inspector: Bruhn, Norman Owner: KOCKING, LED Job Address: 308 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number (305)757 -8815 Parcel Number 1132060135990 Phone: (305)685 -0412 Building Department Comments CONVERSION OF A GARAGE INTO AN OFFICE AND LAUNDRY ROOM. BUILD NEW EXERCISE ROOM. Passed q713 1311/ Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 September 19, 2011 Page 1 of 1 • AIR & HEAT INSULATION, INC. dba/ALLSTATE INSULATORS 1751 WEST 38Th PLACE UNIT 1006 -A IIIALEAH, FLORIDA 33012 ENERGY, SOUND AND IMPACT CERTIFICATE Bui ding Permit No: RC508920 Project Name: REMODELING AT: Job Address: 308 NE 96 ST, MIAMI, FL. STATEMENT OF COMPLIANCE We the undersigned, hereby certify that the ENERGY, SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA BUILDING CODE, the APPROVED ENERGY CALCULATIONS. and Plans, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below (check only applicable boxes). 0 1) Fvterior CBS walk in ©lation: R- 4.1 (Min): Material: FI -FOIL HI PERM Thickness: inch (es): Density lb /ft: Mfgr:. FI FO1L CO. 02) Exterior Frame Metal Stud Walls: R- (Min): Material: Thickness: inch (es): Density: lb/ft: Mfgr: 03) Exterior solid concrete walls: R -: (Min): Material: Thickness: inch (es): Density: lb/ft: Mfgr: F14) Interior walls separating A/C from non -A/C spaces insulation: R- (Min.) Material: Thickness: inch (es): Density-: lb /ft 05) MULTI- FAMILY RESIDENTIAL CONSTRUCTION ONLY: The COMMON (Patty) walls to two separate conditioned tenancies shall be insulated to a minimum of R-11 for frame walls, and to R-3 on both sides of common masouy walls See ENERGY CODE, 2007, paragraph 13 -602. ABC.1.1., on page 13.74, latest edition. These "minimum levels of insulation ". are not included in the Energy Calculations, but shall be installed in the field. 6) Ceiling insulation R- 30 (Min) Materials: BATT FIBERGLASS Thickness: 91/2' inch (es): Density: lb/ft: Mfgr: KNAUF 07) Walls, partitions and floor ceiling assemblies between dwelling units or between dwelling units and adjacent public or sere areas such as halls, corridors stairs, etc. must have a sound transmission class (STC) of not les than 50 (penetration min maintain the required rating). n8) Floor ceiling assemblies between dwelling units or between dwelling units and public or service areas such as balls, condo stairs etc. must have an impact insulation &Jars (IIC) rating os not less than 50. Others: Installed by R -30 BLOWN FIBERGLASS AT EXISTING CEILING. AIR & HEAT INSULATION INC. D.B.A./ALLSTATE INSULATORS Insulation Company Name Insulation Contractor CCff 0.C./Builder Signature 17735 Date Certified: 10f22/2009 Building Contractor CCU: ORONI, INC. Company Name aC./Builders Signature Date Certifiet Note: For lightweight Insulation concrete, use appropriate forms, separate form this one. Revised 02-26-2009 Permit Number: RC -5 -08 -920 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -84994 Inspection Date: September 19, 2011 Inspector: Bruhn, Norman Owner: KOCKING, LED Job Address: 308 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Phone Number (305)757 -8815 Parcel Number 1132060135990 Phone: (305)685 -0412 Building Department Comments CONVERSION OF A GARAGE INTO AN OFFICE AND LAUNDRY ROOM. BUILD NEW EXERCISE ROOM. Passed Inspector Comments PM Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 September 19, 2011 Page 1 of 1 TO: Building Department Official FROM: Cristina Fadino AIA DATE: September 15, 2011 RE.: Leo Kocking (House improvement) Village of Miami Shores Permit Number: RC 5-08 -920 Dear: Building Official: The purpose of this letter is to provide a certification that the masonry reinforcing bars (Structural Components) which had been inspected by the Building Department and are located at each side of the openings that we affected are in compliance with the approved plans of the project above mentioned and the current Florida Building Code. Should you have any questions or need any additional information, please do not hesitate to contact me at 786- 877 -3178 or 786- 390 -2979 Sincerely, 1 andino AEA# 0014682 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164501 Permit Number: RC -5 -08 -920 Inspection Date: September 16, 2011 Inspector: Bruhn, Norman Owner: KOCKING, LED Job Address: 308 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number (305)757 -8815 Parcel Number 1132060135990 Phone: (305)685 -0412 Building Department Comments CONVERSION OF A GARAGE INTO AN OFFICE AND LAUNDRY ROOM. BUILD NEW EXERCISE ROOM. Passed g.-- Inspector Comments ,,,,y Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 September 16, 2011 Page 1 of 1 U.S. E'EPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1 -9. OMB No. 1660-0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name LEONARDO KOCKING A2. Building Street Address (induding Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 308NE96ST City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 8-9, BLOCK 44, MIAMI SHORES SEC 1 AMMENDED, BOOK 10, PAGE 70, MIAMI -DADE, FL, FOLIO# 1132060135990 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25° 51' 48.34° Long. 80° 11' 28.07" 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 endosure(s): a) Square footage of crawlspace or endosure(s) 2074.00 sq ft b) No. of permanent flood openings in the crawlspace or endosure(s) within 1.0 foot above adjacent grade 12 c) Total net area of flood openings in A8.b 2074.00 sq in d) Engineered flood openings? ❑ Yes ® No A9. For a building with an attached garage: a) Square footage of attached garage 320.0 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b WA sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI -DADE B3. State FL B4. Map/Panel Number 12086C0302 B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/Revised Date 09/11/2009 B8. Flood Zone(s) X B9. Base Flood Elevation(s) (Zone AO, use base flood depth) N/A 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 (Describe) B11. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date n/a ❑ CBRS ❑ OPA ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. 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 A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized MDC BM# N- 603 - RVertical Datum NGVD 1929 Conversion /Comments N/A a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.77 . b) Top of the next higher floor 11.83 . c) Bottom of the lowest horizontal structural member (V Zones only) N/A . d) Attached garage (top of slab) 10.01 . e) Lowest elevation of machinery or equipment servicing the building 10.12 . (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 9.65 g) Highest adjacent (finished) grade next to building (HAG) 9.84 . h) Lowest adjacent grade at lowest elevation of deck or stairs, including 9.65 . structural support Check the measurement used. feet feet ® feet ® feet ® feet ® feet feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) 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. l certify that the information on this Certificate represents my best efforts to interpret the data available./ understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certifier's Name ROBERT IBARRA License Number 6437 Title PROFESSIONAL LAND SURVEYOR Company Name NOVA SURVEYORS, INC. Address 5582 N.W. 7TH S '+ ET, SUI 202 City MIAMI State FL Signature Date 09/02/2011 Telephone (305) 264-2660 FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions oq IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 308 NE 96 ST City MIAMI SHORESState -Ft ZIP Code -- 33138 - w .. . ,. __.. For Insurance Company We: Policy Number Cornpany-NAIC Number` SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certirficate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Section C 2(e) Lowest Elev Machinery is NC pad. Lat.& long. Provided By Googie Earth CROWN OF ROAD ELEVATION= 9.67 FT Signature Date 09/02/2011 ❑ Check here if attachments 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. El. 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 (induding basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (induding basement, crawlspace, or enclosure) is ❑ 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 ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servidng the building is ❑ 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's or Owner's Authorized Representative's Name LEONARDO KOCKING Address 308 NE 96 ST City MIAMI SHORES State FL ZIP Code 33138 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 and G9. 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 -G9) 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: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments J1 Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Permit Number: RC -5 -08 -920 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NSP- 164502 Inspection Date: September 16, 2011 Inspector: Dacquisto, David Owner: KOCKING, LED Job Address: 308 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Residential Construction Inspection Type: Declaration of Use Work Classification: Addition Phone Number (305)757 -8815 Parcel Number 1132060135990 Phone: (305)685 -0412 Building Department Comments CONVERSION OF A GARAGE INTO AN OFFICE AND LAUNDRY ROOM. BUILD NEW EXERCISE ROOM. Q� poi 1/24/4 Passed Inspector Comments 17, Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 September 16, 2011 Page 1 of 1 PREPARED BY:tfq'"...k DECLARATION OF USE KNOW ALL MEN BY THESE PRESENTS: WHEREAS, the undersigned Leo qt-c(..14 03(r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 is /are the fee simple owner(s) of the following described property (Property') situated and beins in Miami Shores Village, Florida: Lot(s) c AA Block of 1 ‘ 4C. 1 P1Mt) (Subdivision), according to the plat thereof, as recorded in the PlatBook Page of the Public Records of Miami -Dade County, Florida, (address) ""I'DcZ IJ E5 Tv Sr 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 conceming 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. ' `c f r•." • 1 =) ders :,/have caused hand(s) and seal(s) to be affixed hereto on this day of 200 Sig .:furs (6�� ("1-5 Signs � l� and Print ff ��JJ and Print fz 'ek1" Signature and Print a Wt-K p STATE OF FLORIDA ) COUNTY OF MIAMI -DADE ) Signature and Print I HEREBY CERTIFY that on this day personalty appeared before me LEX) V-Ct. [I3r 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 STATE OF FLORIDA, COUNTY OF DADE I HEREgyalMOMMe is a true copy of the original filed in his office on da 181 ,200�� W1 HA By �n =; c,piTes apA3G f.ORIDA 1Nc. 30VO-IMVIW VOId01.1 ,Almnoo V asl m - IMMO RIM lle s*ammo l NMI NINO coput ckw-. 3roS- (At -(3' tilut- Kea. &AAR BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Permit No. J C. g - 920 Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Leonatdp ¥ c tr c Phone # Owner's Address 305 \ E q ej City is<l1Cm1 tLVic.s State FL Zip 3136 Tenant/Lessee Name Phone # Job Address (where the work is being done) )OB N 6 q City Miami Shores Village County FOLIO / PARCEL # 3206- 01-5-5(190 Is Building Historically Designated YES NO V Miami -Dade Zip 3313% Contractor's Company Name OP,ON 1 , � Cj Contractor's Address IOM@ OW 6 CA Phone # 605- 665 - Dy • City N `E- t N% State L, Zip 331 CO p Qualifier Name CMCKN O Ig 1�1U, Phone # OS ' b% 0`112- - State Certificate or Registration No. CAbC, 12,'S 16S'1 Certificate of Competency No. Architect/Engineer's Name (if applicable) Jl1'Aet V Phone # Value of Work For this Permit $ ti 1 o SOO , oo Type of Work: ❑Addition Describe Work: s \ref t #r pas a e,Aefe.1 c Alteration Square / Linear Footage Of Work: (W) 'f ` )1 -re? [New: ❑ Repair/Replace 11 ® Crt . Demolition r as f �� $ CSP Permit Fee $ la2 f — CCF $ z - ao coicc 69:-= Notary $ -y� ' Training/Education Fee $ 40 Technology Fee $ � • p( Scanning $ OC t Radon $ 0 DPBR $ 0 ' t4 Bond s,300 ®�v Code Enforcement $ Double Fee $ Structural Review. $ 010 1- e & c f Z 6, • ff Total Fee Now Due $ I + -' b b� . 62 d - Zoning $ See Reverse side -* Bonding Company's Name Bonding Company's Addre1 City Mortgage Lender's Name; Mortgage Lender's Addre City Application is hereby m commenced prior to th construction in this juris WELLS, POOLS, OWNER'S AFFIDA applicable laws regulat. tallation has vs regulating G, SIGNS, "WARNING TO 0 PAYING TWICE F CONSULT WITH COMMENCEMENT. Notice to Applicant: promise in good faith whose property is subject to attachment. Also, a certz for the first inspection which occurs seven (7) days after the building permit is issued. In the a.sewe inspection will not be a a reiipection fee will be charged. fiance with all LT IN YOUR pINANCING, IOTICE OF applicant must to the person 1 at the job site ted notice, the wner or Agent `, Contractor ent was acknowledge k7 . efore me this The foregoing instrument was acknowledged before me this 20 06/, by , day of , 20 ei51, by who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. NOTARY P)JLIC: As identification and who did take an oath. NOTARY PUBLIC: UFFLOBIDA Sign • Prmt �•� My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Sign��v / !Comm r r7 ©n Prin / ,,,, Expires: MAR. 10, 2 t" 2 .nED U ATLANTIC BONDING CO., INC. My Commission Jxpires: %I / 571r44 G ", Plans Examiner Permit No: Ott qao Job Name: /p% cs' , 2009 M iami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 ADegett elect nunm i 4L44 Mee.4 i, 4e t.olve.fu fr`oibct.,s 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. Norman Bruhn CBO 305 - 795 -2204 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. !LOS— tL-t! TAX FOLIO NO. ti' 6206-ttl-Scictt STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 11WHIM 1111111111111111I11U 11II1.11I11NI CFN 2008R0427186 OR Bk 26395 F's 08371 (1ps) RECORDED 05/23/2008 11:53:11 HARVEY RUVIN, CLERK. OF COURT IIIMII -DACE COUNTY, FLORIDA LAST RECEIVE MAY 2 3 MB 1. Legal description of property and street/address: I"Atta tt 5hotEZ 5 •G '1 Amp Pb to -10 ELK. Li co+ 5t7 to ,,. • x'9 o t q - t361- o ' 2. Description of improvement: 3. Owner(s) name and address: bbl 3 %• Interest in property: Name and address of fee simple titleholder: L O1 cMclo 147-449 3 -6O% i Pi qb 64 i-kcthnt sho eea r(. 4. Contractor's name and address: OWN 1 iN G t4toy0 Nu) 6 cA wtittcretr 5. Surety: (Payment bond required by Name and address: Amount of bond $ 6. Lender's name and address: f. Qi � FLORIDA, COUNTY OF DADS owner from contrac RT/FY that this is a true • . y of me anginal filed In this • i - _ _ 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice f Commencement: (the expiration date is 1 year from the date of recording unless a fed,2�2.0to diffe gn ture Owner Print Owner's Name Sworn to and s er � • `' sgs Notary Public Print Notary's Name My commission expires: this # Dot p Y• ssnroil' ` s day of , 20 _. 123.01 -52 PAGE 4 5/06 Prepared by jLCAM CAO-Gtlei Address: 14040 t. W 6 c4-- A `,ttcxvfL 6 16 k. Charlie Crist Governor Ana M. Viantonte Ros, M.D., M.P.H. State Surgeon General Date: 12 j 2 Zf /l `L) Applicant: C;(.1C, v' ec v -A. A- Le -ca c: Mailing address: -1 ` 19 ' i-L PL 31060 Re: OSTDS Permit No. AP- t1 E' I tdi, ( Property address: -a) 02> ck to C k Dear Applicant: This will acknowledge receipt of an application and plans for an on -site sewage treatment and disposal system construction perndt for a proposed system to be constructed on the above - referenced property. This department or an authorized agent performed a site evaluation of the above- described property. On the date of the evah ation, the site was suitable for an on -site sewage treatment and disposal system under the laws and rules existing on that date, however, some fill may be required. Provided there are no changes to the lot size from our inspection, this evaluation is valid for one year. The longer the time lapse from the site evaluation to a request for a construction permit, the more likely changes will have occurred that may invalid this evaluation. The evaluation may be affected by r erosion, man -made changes in the lot, changes in the water table, changes in drainage, installation of wells on surrounding property, changes in the law, rules, or local ordinances. This permit will specify minimum conditions for your on -site sewage treatment and disposal system. *We require (2) two sets of official prints so they can be stamped. If you have any questions on this matter, please call our office at (305) 513 -3459. Sincerely, Sa nir Elmir, PhD, PE, DEE, CEHP, Director Samir filmic, PhD, PE, DEE, CEHP. Director Environmental Health and Engineering Miami -Dade County Health Department 7 69 N. W. 4e Street, Suite 175, Miami, Florida 33166 Tel: (305) 513 -3459 Fax: (305) 513-3472 Email: Samir Elmir@adoh.state.fl.us Website: www.dadehealtltorg DEVELOPMENT ORDER File Number: PZ -9 -07- 200754 Property Address: 308 NE 96th Street Applicant: Leonardo Kocking (Owner) Address: 308 NE 96th Street Miami Shores FL 33138 Whereas, the applicant Leonardo Kocking (Owner) has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sec. 600: Sec. 523. Site plan approval, Addition, garage conversion; Sec. 518. Fences, fence in front yard. Whereas, a public hearing was held on November 15, 2007 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to obtain all required building permits before beginning work. 2) Applicant to secure a separate building permit for the driveway. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) Applicant to utilize only roofing material that is approved by the building official. 5) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. Page 1 of 2 6) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 15th day of November 2007 by the Planning and Zoning Board as follows: Mr. Abramitis No Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Yes Chairman Fernandez Yes Date Richard M. Fernandez Chairman, Planning Board Page 2 of 2 Permit No: 08 -920 Job Name: Kocking November 10, 2008 Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 1 Plans must be approved by HRS for the septic system. 2) The energy calculations provided use method A and C and are incorrect. Provide a complete method A set. 3) The product approvals provided have 2 single hung approvals, which will be used where? Product approval for the horizontal roller is required and must be reviewed and approved by the designer of record. 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. Norman Bruhn CBO 305- 795 -2204 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT #: 04-61E0 I, RECEIPT DATE: XContractor ❑ Owner ❑ Architect 'eked up 2 sets of plans and (other) Ad . ress: Dos./Nk, g(gsc- From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dep ent to continue permitting process. Acknowledged by: X PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: PERMIT #; 1, Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 zra RECEIPT DATE: jib Contractor lb Owner o Architect Picked up 2 sets of plans and (other) f 5 P p � ) S�� Oct‘ q6:7 Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: • RESUBMITTED DATE: PERMIT CLEARK INITIAL: PERMIT #; Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT I �- l.ue,i r DATE: oJ)Io, ❑ Contractor Owner ❑ Architect From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by PERMIT CLEARK INITIAL: 9 RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050. NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 PERMIT #; iI- ? 9�9 1, RECEIPT DATE: 6://C9 ❑ Contractor ❑ Owner 'Architect /Picked up 2 sets of plans and (other) Address: o44 itt"' 761 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Departm Acknowledged by: continue PERMIT CLEARK INITIAL: vitTIV RESUBMITTED DATE: ing process. PERMIT CLEARK INITIAL: t, Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 e- .00 Job Name JGo L ft /iv Date .5'/z710/ STRUCTURAL CRITIQUE SHEET eG. 3 5-,5- Gwh 4 s. 4/ C?r`outl i Floor /4i741n erievi sls 5'/e .sa Calet /l 1 MI / C .105Ali" a. 7P. f)7 exls.". 44./44 f ere /2 C w ev a Il EXere1 se 1,7- 7.eefs (w'l SCl• Vidur ihrs T a i /ser an Pei. A/5-4. lea t' aal fee, 3/s s A wra p ex (1 17 -4iss w/ b/ y r r G ®. GvIG of nett/ /01.11 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit-No:.. Job Name ELECTRICAL CRITIQUE SHEET 41. AS 1 ,V,PiJe 4 7T yII . 0 ,`'7 tci gem'vle 9/ete, ,oe Forte °� ® c e - A-14Qv I R! `5 &'A - � G�'l ePeeee!. /P, 7 ,vz. C- jS /Zm "fir »' s:? ,e A(26-41 5) e eve 2 fi ci� ��'� t J 9 hoc,¢y-;i -® \7"9/50-,,e A -tray.,, zs 305 cLS -O Ata,ou,"iter,e4Tili BUILDING DEPARTMENT IOOSo N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33I38 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 Review Comments for Mechanical Processor Job Address: SOS fly liSrPermit No: Contractor: Phone No: Only the items preceded by an (x) must be corrected. O. z,. Reviewer: Need HVAC design schedule Miami Dade County Chapter 8. No combustible in plenums. FBC -M 602.2.1. Auxiliary and secondary drain systems required. FBC -M 307.2.3. it handler shall be mechanica y a stem. FBC - Equipment on roof over 16' require permanent access. FBC- 603.5 Need balanced return air. FBC -M 601.4. Provide return air in bedroom and 1" undercut door. Date: .4. 8 at room s a ave window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. 10 Air handling units in attics must meet all the requirements of (show Notice to Homeowner) FBC -M 306.3. 11 Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. 13 Outside air required. FBC. -M 403.2 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. ) 15 Fire damper required. FBC -M 607.1.2. ) 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. 17 Appliance must be protected from damage. FBC -M 303.4. 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire �) 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 ) 24 Other C\` * Comment Sheet Mechanical Page — of 07/04R1.0 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; 1 DATE: l J e I, \�-� ' Contractor ❑ Owner ❑ Architect • Picked up 2 sets of plans and (other) Address: RS From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: 001 PERMIT CLEARK INITIAL: % Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT # QY'2JQ DATE: t01i I, ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and of ' '1 NW) nn� 06-. '14 Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dg t to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: �-- RESUBMITTED DATE: PERMIT CLEARK INITIAL: 06/23/2008 08:34 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Z001 4. * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2238 RECIPIENT ADDRESS 93056889550 DESTINATION ID ST. TIME 06/23 08:31 TIME USE 03'00 PAGES SENT 4 RESULT OK Miami Shores Village Building Department 144050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date 305 i ocrc /4,4 &Hoe) BUILDING CRITIQUE SHEET &,44e ndee e rtoAvs ,5 ref -o r.'v 4 ,4 id re,Av5 Alte ro. le-u/4/).40 DE /7112S AtAJd C 1?iv1 ce-t 4/a4443,c a4.4 �1,8�t/«t/t,u 4,> r:os Pizove'co-e 0,060-r. /00M INL 4.42o /4)0-e.e) 44)wcatrus ocrits tt..cdn . A-A CL Al2,0e4 CAO-Cha < v4, 'r- %e EMParir t il„s, 1 %S tvltri Tea- ssu Sus - � �'- '121( -'Q No-r G)12- ecfP Miami Shores Village Building Department 100 -S`0 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET aAJ1 i<A) - 10424., to 0 4 eo ,2' ec (cv) -6 _ 12/4NS A44.(� Ato-r &J 5,vLmi? S.uhvni %lit d s 61■1.184 re-e.v c k &6C)/L AiiO4 /II AC- d2OD/zs NOA a , h...fv6 ,-r r; A AA co- Au' ken e PL4 ti c A-tao ,v'7' o4.1 £J)7 cle 1't.2 G We co (4)-(4)c /* ti ci 5/1-00 xG fe 6 4.) % ,us SC J(.) s20-0(.4 lAteie 94 A No7- �''vr,ur S �1,d'AJ /at /,ati R C.4 /ZRPP . Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 • Miami Shores Village Building Department *E 2nd Menne Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET 00— 2-0 306 k-ocic,.L, c(S D % 0 6/Litec 77 s S 7z-oczv J elec.-Tied c. L Aucl Cl?.4AA 4-t, /P.,44.) YL. OT2D- 11(15 Aite to .6.e if-v/4049 4 D &i:n) /7 44/1 ,C-i „Zot% - mace "948,s/[/l,u 4� 0,u , q lox_ / 67 /2 A-Cr: J h EARS_ 06\ P/20aet.Q.to ) iLdge-ar 10 Als tit_ 11)0.e.e.) eaws Grent6 _X nzt.t...12e0 ,u0 /2/12,26 awz0 7-.06 Aie-at 4- r / CAI ? aJJ 06\*Crt 6o qtr ' /OaA s: /0/4,6 /2124./ie 1 5 !,v ce'2-, 6 ce. 1J)1 G Att, •a. %u-e < %nrS Ake. to/Li-exc.-7:e Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 08/21/2008 11:10 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 0]001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** **xc*****sk*xe***** * * *** TRANSMISSION OK TX /RX NO 2471 RECIPIENT ADDRESS 93056889550 DESTINATION ID ST. TIME 08/21 11:08 TIME USE 01'36 PAGES SENT 2 RESULT OK tlzllOT Sus - rs' 550 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET /(id Av/i<A) 3 ' / /agevfac)$ cg,77)Up No-r. Co /2-fle c 1.,? Q • 0 /14 Ce 60 R-rze c i c ..) —6 file c4,4 Yee 4A/ < ivcd7 -J S.v4..7. -rte 067 � h2-S �r' r eon ii —.D - Q /,' Z . F;tc.0 c 4- eCoore- nl9 v/omi7P'cO r s /? '!/, ACT- (1260 /2e sC NL 4 j4.d -vim /ucrr" ,J ,2e ', tom o CSD P14 v s t icArr <c ' !.s �•v..u�S keCO e u-P S c/ v,a 5 otJ )(40-7---e ci.,t,) Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: Not Issued Expires: of issued Folio Number:1132060135990 Owner's Name: LED KOCKING Job Address: 308 96 Street NE Miami Shores Village, FL 33138- Total Job Valuation: $ 42,000.00 Owner's Phone: Total Square Feet: (305)757 -8815 0 Contractor(s) Phone Primary Contractor ORONI INC (305)685 -0412 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/23/2008 : Yes Comments: DEVELOPMENT ORDER CONDITION #5 APPLICANT TO COMPLETE A COVENANT IN THE FORM OF A "DECLARATION OF USE' ASSURING THE PROPERTY IS USED ONLY FOR A SINGLE FAMILY PURPOSE, RECORD THECOVENANT AND PROVIDE THE PLANNING DIRECTOR WITH A COPY OF THE RECORDED DOCUMENT PRIOR TO THE FINAL INSPECTION BY THE BUILDING OFFICIAL. *floc _wci Ssu Miami Shores Village Building Department Nt—tu 6D-Fve\tg—r- 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET /a2&utou csz /T 1 4 60 /2-122 C. cCV-) -v _ relej 'z 4O is 11 /14 I AC7 (gDQ2 c4 St 4 2AL �► Q v7- Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 Job Address: BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33136 -2382 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 Review Comments for Mechanical Processor V ('.Permit No: �. Reviewer: 5 Date: 112 Contractor: Phone No: Only the items preceded by an (x) must be corrected. Need HVAC design schedule Miami Dade County Chapter 8. No combustible in plenums. FBC -M 602.2.1. Auxiliary and secondary drain systems required. FBC -M 307.2.3. Air handler shall be mechanically attached to air system. FBC -M 603.7. Equipment on roof over 16' require permanent access. FBC -M 603.5 Need balanced return air. FBC -M 601.4. Provide return air in bedroom and 1" undercut door. FBC -M 601.4. 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. 10 Air handling units in attics must meet all the requirements of (show Notice to Homeowner) FBC -M 306.3. ) I I Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. ) 13 Outside air required. FBC -M 403.2 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. 15 Fire damper required. FBC -M 607.1.2. 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. 17 Appliance must be protected from damage. FBC -M 303.4. 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ( ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 24 Other Comment Sheet Mechanical Page of 07/04R1.0 Miami Shores Village 'Building Department 1.050 N:E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET NA ace W,Z -ftet leDais To 5 I44x...1Vfl,4 042 C. , 4- C..%4,u164 -Q,., ,&4/ P.uJ.piL -. f %NS Arm -13 �C /tiaW49 Dam ) 4AJ 4, 1.413N! ° D•44 /J4 4/ J u7 �/ Z by 1u 7 Ae. AVt4.PaJ%' buK%) -4c( r,s_ tc,wcoows si Poore-4 bAiizt.:).a4 4,t.)1) 12freeagaD .17 -roe "le-af-reccr' #7, 6"/ , -r 4- -,r y , Gu rTtf ,h /a.0Q ")5 4 s p /444 4.12.01,04,-) / 5 /) le _ v.v7b. G ,.ate ,a. Ao(2.e r -ems .e0, Ace. � /ZrZe G? �ci4 77.9.J Reviewer: Claudio Grande C.B.0 305 -795 -2204 Ext 1430 i'00 /T00IJ SfOIA2I1S claI3 NVOS VIVO 0£5L 589 008 T %add £Z :80 8001/£Z/90 .Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 -Permit-No; Job Nacre ELECTRICAL CRITIQUE SHEET v. ` "7 51.04— -- /17- 0/Z '. I- , m e, 7: /a ;. 4t : �� '�'�'�� ;� �G�:P��d ��: ` � c� yam. -''" k R/ 6,'/'z. J�+ 4 ,.- �,� � 2rej 4 f1'6°1'4.-- ,04:;,/,-4 j, iRE2-`" a w r' - -7 . - - f d ACC , , .s7' j '•O / -f r Hw' �°•.- "" C °' �'i'P lc. es /1r. /.✓ J 1. 7' /dam% t Y) v C- te f, ,1 f~�a -'. �� '; e f G�� a.-�" �- ;4- 1+00/£001jj Sa3IA2IaS maId ANDS VZVQ 0£5L 289 008 T %V3 Vg :80 8002/£Z/90 • 'Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. (9e ~ 4 .td Job Name /G ©G A'iv Date .lj27J0,j STRUCTURAL CRITIQUE SHEET t,zj.e ' �S'��. 3 /S-5" detuhafearrc' can df ,/, ;a.r) 4, c"ror,til of El oor / cater, d -1 a .I1s M) !)T eX.2s , iv 6 e- r ee Pa e D Well/ 1110 ; 5.e c. 7615.-5 7 wrap ",x' / if-(45 5 Pi/ k `r. l Per , /vele eki l ic311.24.1 r'/ n i-e/ �f /le Qv /VOW; t00 /Z00Pj Saa IAaIaS a'IMIA NVOS VZVa 0£5L 289 008 T %VA IZ:80 8002/£1/90 Eastern Enaineddni 3466. NW 82- AVE &Ate 320 8 Miami, Florida 33122 Te.i, 064' . . Fax (306) 59 8076 tottgattgtemogttti. MR. LEONARD O KO CKING RESIDENCE 308 NE.96 STREET. MIAMI SHORES, FL 33138 STRUCTURAL CALCULATIONS PERMIT Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT S UBJECT TO COMPLIANCE WITH ALL FEDERAL 112 T •N D COUNTY RULES AND REGULATIONS BY: — - - - — - - - Prepared py: Raissa Lopez, PE Lic. No. 59399 •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 11/13/2007 WINDO2 v2-03 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Description: MR. LEONARDO KOCKING RESIDENCE Analysis by: R.T. Width Paral. To Wind Dir (L) 79.50 ft. Type of Structure Height/Least Horizontal Dim Structure Type Building 146 mph Basic Wind Speed (V Struc Category (I, II, III, or IV) II 0.55 Exposure (B, C, or D). C 0.18 Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled ft KO (Directonaiity Factor) 0.85 Eave Height (Eht) 8.75 ft Ridge Height RHt) 14.66 ft Mean Roof Height (Ht) 12.00 ft Width Perp. To Wind Dir (B) 67.83 ft Width Paral. To Wind Dir (L) 79.50 ft. Importance Factor 1 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = zg = 9.500 900.000 At = Bt = Bm 0.105 1.000 0.650 Cc = l= Epsilon = Zmin = 0.200 500.00 0.200 15.00 ft ft Gust1 Type of Structure Height/Least Horizontal Dim 0.18 Flexible Structure No Importance Factor 1 1 Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = zg = 9.500 900.000 At = Bt = Bm 0.105 1.000 0.650 Cc = l= Epsilon = Zmin = 0.200 500.00 0.200 15.00 ft ft Gust1 Gcpi � s � ® � Rtg _ t�ructures, ..Sandi Max - 0.85 0.00 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.55 -0.55 Enclosed Buildings 0.18 .f ,M Vin° ®o F igld Structures - Gomp „ate An � <...... ys., ..,f.... , s Zm Zmin 15.00 ft Izm Cc* (33/z) ^0.167 0.2281 Lzm I*(zm /33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0.9057 Gust2 0. 925*(( 1+ 1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8754 jY�gp� a �j" $,(ul mar7 G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.85 Fig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max+ Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Eastern Engineering Group ... • • • • •••• • • • • •• • • ••• • • • • • •• • • • • .0.0 •. • • • • • • • •••• • •• • • . ••••• . •• •• •••• • . • • • • • • • ••••• • • •••• • • • • • •• • •. 0 . • • • • Page No. 1 I- of 4 • B WINDO2 v2 -03 Detailed Wind Load Design (Method 2) per ASCE 7 -02 6.5,12.2.1 Design Wind Pressure - Buildings of All Heights Elev 0 Kz Kzt qz Ib /ft^2 Pressure (Ib /ft"2) Windward Wall* +GCp1 -GCpi 15 0.85 1.00 39.37 19.69 33.86 Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) I L Kh Kht Qh Khcc Qhcc 2.01 *(15 /zg) ^(2 /Alpha) Topographic factor (Fig 6 -4) .00256 *(V) ^2 *1 *Kh *Kht *Kd Comp & Clad: Table 6 -3 Case 1 .00256 *V ^2 *I *Khcc *Kht *Kd Valu'; 0.85 1.00 39.37 0.85 39.37 psf psf Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Coefflbients Roof Area (sq. ft.) - Reduction Factor 1.00 Eastern Engineering Group 11/13/2007 • • • • • • • •••• • • • • ••• • • ••• • • • • •• • • •••••• • •••• •• • • • • • • • • •••• • •• • • •••• • • • • •• •• •••• • •••••• • • • • • • • • •••• • • • • •••• • • • • • •••••• •• • •• • • • • • • Page No. 2 ?f 4 • WINDO2 v2 -03 Detailed Wind Load Design (Method 2) per ASCE 7 -02 � ace direetfons . Cpfjj' ..,,_ ,� x', ! .. t Leeward Walls (Wind Dir Normal to 67.83 ft wall) -0.47 -22.67 -8.50 Leeward Walls (Wind Dir Normal to 79.5 ft wall) -0.50 -23.82 -9.65 Side Walls -0.70 -30.52 -16.34 z Roof., Wind4 eirff1011d , Ridge (Theta > -=10) - for Wind Normal tQ.67 3 ft facek Windward - Min Cp -0.54 -25.11 i -10.94 Windward - Max Cp -0.03 -8.25 5.93 Leeward Normal to Ridge -0.46 -22.53 -8.36 Overhang Top (Windward) -0.54 -18.02 -18.02 Overhang Top (Leeward) -0.46 -15.44 -15.44 Overhang Bottom (Applicable on Windward only) 0.80 26.77 26.77 .kW[nd`I�aalle(t!Rldge; (All Theta) - for Wind Normal..tayacf* Dist from Windward Edge: 0 ft to 24 ft - Max Cp -0.18 -13.11 1.06 Dist from Windward Edge: 0 ft to 6 ft - Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 6 ft to 12 ft - Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 12 ft to 24 ft - Min Cp -0.50 -23.82 -9.65 Dist from Windward Edge: > 24 ft -0.30 -17.13 -2.95 * Horizontal distance from windward edge Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.8 Eastern Engineering Group __> a a a Gabled Roof 7 < Theta < =45 4.80 ft 11/13/2007 •••• • • • • .... • • • •• • • ••• • • • • .• • • • • .... •• • • • • . •••• .. • • • •• •• • • • • • •••• • • •••• • • • • • • •••• • • •••• • • • •• • .. • • • • • • •• • Page No. 3 pf 4 • • 11M WINDO2 v2-03 Detailed Wind Load Design (Method 2) per ASCE 7-02 Double Click on an data entr line to receive a hel Screen Component / Width (ft) Span (ft) Area �^� Zone GCp Wind Press (Ub/ft^2) Max Min Max Min 10SFZONE 1 10l0 1 0.58 -0.90 2677 -42.52 208FZONE 1 20D0 1 0.44 '0.87 24/40 -41.34 50GFZDNE 1 50.00 1 0.36 '0.88 21.27 -39.77 10SF ZONE 2 10.00 2 0.50 -1.70 26.77 -7402 2O8F ZONE 2 20.00 2 0.44 -1.55 24.40 -68.10 5O8F ZONE 2 50.00 2 0.36 -1.35 21.27 -00.26 10GF ZONE 3 10.00 3 0.50 '2.60 26.77 -109.40 2OSFZONE 3 20.00 3 0.44 -2.42 24.40 -102.35 5OSF ZONE 3 50.00 3 0.36 -2.18 21.27 -92.95 1OS F ZONE 10.00 4 1.00 4.10 46.46 ~5040 20SF ZONE 4 20.00 4 0.95 -1.05 44.87 -48.31 506F ZONE 4 50.00 4 0_88 -0.98 41.80 -45.54 0.00 108F ZONE 5 10.08 5 1.00 -1.40 46.46 -6221 20GFZONE 5 20.00 5 5 0.95 -1.29 44.37 -58.03 608FZC)NE 5 ` 50.00 0.88 -1.15 41.60 -52.49 overhangs 1O8F ZONE 10.00 2H 2H 0.50 '2.20 19.69 205F ZONE 2 20.00 0.44 -2.20 17.32 -86.62 50SF ZONE 2 50.00 2H- 036 '2.20 14.18 -86.62 10SFZONE 3 10.00 3H 0.50 -3.70 19.09 -145.68 2OSF ZONE 3 20.00 3H '0.44 -3.34 17.32 -131.46 50GF ZONE 3 50.00 3H 0.30 -2.86 14.18 -112.06 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs, °°°° • • • • °°�° °°°° • • • • °° • • °°° • • • • • °° • • • • �� • • • • • • • • • • • •• • •• • • =°° °°°°° • • • • °° °° °°°° • • • • • • • • • •• • • • • • •�° • • • • �• • • • • • • • °~ • Eastern Engineering Group Page No. 4 rf 4 11/13/2007 WINDO2 v2 -03 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Description: MR. LEONARDO KOCKING RESIDENCE Analysis by: R.T. Width Paral. To Wind Dir (L) 79.50 ft er Type of Structure Height/Least Horizontal Dim Structure Type Building No Basic Wind Speed (V) 146 mph Struc Category (I, I1, III, or IV) II eg ? Y II Rigid... Structures - Complete,Ai, tysis Zmin Exposure (B, C, or D) C 0.18 Struc Nat Frequency (n1) 1 Hz Sloce of Roof 3.0 :12 Slone of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonaiity Factor) 1 Eave Height (Eht) 8.75 ft Ride Height (RHt) 14.66 ft Mean Roof Height (Ht) 12.00. ft Wlcth Perp. To Wind Dir (B) 67.83 ft Width Paral. To Wind Dir (L) 79.50 ft er Type of Structure Height/Least Horizontal Dim 0.18 Flexible Structure No C{ai4 i ated Importance Factor • Hurricane Prone Region (V >100 mph) Table 6 -2 Values Alpha = zg = 9.500 900.000 At = Bt = Bm = Cc = 0.105 1.000 0.650 1= Epsilon = Zmin = 0.200 500.00 0.200 15.00 .dig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition o R1gd3StructOres - Simlx(). Max + Max - Open Buildings Gust1 For rigid structures (Nat Freq >1 Hz) use 0.85 Partially Enclosed Buildings 0.85 -0.55 Zm eg ? Y II Rigid... Structures - Complete,Ai, tysis Zmin 15.00 ft 0.18 Izm Cc * (33/z) ^0.167 0.2281 Lzrr I *(zm /33) ^Epsilon 427.06 ft Q j (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0.9057 Gust2 0 925 *((1 +1 7 *Izm *3.4 *Q) /(1 +1 7 *3.4 *Izm)) 0.8754 t( mm �y £f h�S,�;�t��F��Al4��If�rJ ''`.. .'�. �*-in. ., ..�, n �, F. ��;r.._'. .,,�•s... 0.85 .:.. v G ; Since this is not a flexible structure the lessor of Gust1 or Gust2 are used .dig 6 -5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 Eastern Engineering Group Ensenada Residence . • • • .... • • • • .. • • ••• • .. • • • • • • • • • • .... • . .. • • .... .... • • .... • • • . • • • • .... • . • .... • .. • •. • • . • • • .. • Page No. 1 pf 4 B WINDO2 v2 -03 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Elev 0 Kz Kzt qz Ib /ft^2 Pressure (Ib/ft^2) Windward Wall* +GCpi -GCpi 15 0.85 1.00 46.32 23.16 39.84 Figure 6 -6 - External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (M thod 2) I L OW Or* I ;TVICI�iQ Kh 2.01 *(15 /2g) ^(2 /Alpha) 0.85 Kht Topographic factor (Fig 6 -4) 1.00 Qh .00256 *(V)" 2 *I*Kh *Kht *Kd 46.32 psf Khcc Comp & Clad: Table 6 -3 Case 1 0.85 Qhcc .00256 *V ^2 *I *Khcc *Kht *Kd 46.32 psf Surface Windward Wall (See Figure 6.5.12.2.1 for Pressures) Cp 0.8 Reduction Factor 1.00 Eastern Engineering Group • • • • • •• • • 11/13/2007 ... • • •••• • • • .. • • • •••••• • • • .... . • . • . .. • • • • •••• • •• • . •• •••• • • • 1 . • • • • • • •••• • • .... • • • .. •••••• •• • •• • • • • • -. •• • Ensenada Residence Page No. 2 of 4 • WINDO2 v2 -03 Detailed Wind Load Design (Method 2) per ASCE 7- �(lifi a N+E� riillB7 83sft Fact Pnd ections Leeward Walls (Wind Dir Normal to 67.83 ft wall) Leeward Walls (Wind Dir Normal to 79.5 ft wall) Side Walls -0.47 -0.50 -0.70 -26.67 -28.03 -35.90 -9.99 -11.35 -19.22 fiROof: WintJ. Normal to Rldge.(Theta > =10) - for Wind Normalxto 67,$S ft t'ae V* Windward - Min Cp -0.54 -29.54 -12.87 Windward - Max Cp -0.03 -9.70 6.97 Leeward Normal to Ridge -0.46 -26.51 -9.83 Overhang Top (Windward) -0.54 -21.21 -21.21 Overhang Top (Leeward) -0.46 -18.17 -18.17 Overhang Bottom (Applicable on Windward only) 0.80 31.50 31.50 :ft ` ti a* d; parall0(te..Ridge (All Theta) - for WindNormal,t 79,5 Dist from Windward Edge: 0 ft to 24 ft - Max Cp -0.18 -15.43 1.25 Dist from Windward Edge: 0 ft to 6 ft - Min Cp -0.90 -43.77 -27.10 Dist from Windward Edge: 6 ft to 12 ft - Min Cp -0.90 -43.77 -27.10 Dist from Windward Edge: 12 ft to 24 ft - Min Cp -0.50 -28.03 -11.35 Dist from Windward Edge: > 24 ft -0.30 -20.15 -3.47 * Horizontal distance from windward edge Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.8 Eastern Engineering Group _ => a I I I I I I I I 1 1 I 1 L_ ! - 1 1 I a a a Gabled Roof 7 < Theta < =45 4.80 ft 11/1312b07 .... • • • • ••.. • • • • •• • • ••• • • • • • •• • • • • • •.•• •• • • • • • • • • • •••• • •• •.•• • • • • •• •• •••• • • • • • • • • • •.•• • • • •••• • • • • • .• • •• • • • • • • •• • Ensenada Residence Page No. 3 Of 4 • • 11/13/2007 WINDO2 v2 -03 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Double Click on any data enter line to receive a he% Screen Component Width (ft) Span (ft) Area (ft^2) Zone GCp Wind Press (Ib /ft^2) Max Min Max Min LESS THAN 10 SQFT - 10.00 4 1.00 -1.10 54.66 -59.29 LESS THAN 10 SQFT 10.00. 5 1.00 -1.40 54.66 -73.19 Windowsl 11.50 4 0.99 -1.09 54.16 -58.80 Windowsl 11.50 5 0.99 -1.38 54.16 -72.20 Windows2 14.00 4 0.97 -1.07 53.47 -58.10 Windows2 14.00 5 0.97 -1.35 53.47 -70.80 ote: * Enter one 1 through 5, or 1H through 3H for overhangs. Eastern Engineering Group •••• • • • • •••• • • • • ••• • • •• • • • • •• • • • • •••• •• • • • • • • • • •••• • •• •••• • • • • •• •• •••• • • • • • • • •••• • • • • •••• • • • • • •• - • •• • • • • • •• • Ensenada Residence Page No. 4 a�f 4 EASTERN ENGINEERING GROUP 3403 MY 82 AVE. , SUITE 320-B MIAMI, FL, 33122 • TEL: (305) -599 -8133 F44X(305)- 599 -8076 C.A. No.26655 Upile4- CMS Gravity Icoss -- I-ross -- 2 Fa' fR►cio,.. T, r 1,ro s PROJECT NAME: lea) C {VIO PROTECT No: (y3-- 212 DESIGNBY: pr REVISED BY: PAGE: Tress — 4 r c2 • • • •• . • •••• . • . •• •• •••• • ••• • .. • • • .. • • • ., • .. ,... • • •••• • .... • • •••• •• • • .. • • • • • •• • • • • • EASTERN ENGINEERING GROUP 3403 NW 82 AVE. , SUITE 320-B .MIAMI, FL, 33122 TEL: (305) - 599 -8133 FAX(305)- 599 -8076 C.A. No.26655 OFtic F caia �v ,�►�� I f(a) A, 33,557 PROJECT NAME.: Len .kbeLi PROJECT No: 0? - 212 DESIGN BY: 'T REVISED BY: PAGE: 2 .••. • • • •••• • • • •• • • ••• • • • •• • • • • • • ..•• •• • • • • • • • • •• •••• • •• ••••• •••• •• •• •••• •••••• • • • • • • • • • • • •• •••• •••••• • • • •••• • • • • • •• • •• • • • • • • REACTIONS ON TRUSSES AND GIRDERS '— Ridge aR No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 LL L LR DL = 25 2 LL = 30 psf • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • ••• • • • 07 -212 MR. LEONARDO KockINc RE�:ID NEE • •.• ••• •• • • • •• ••• •• • ••••••• • • • • • • • • •• • • • • • ••• •• • • p1 (lbs.) Gravity (lbs.) Uplift (lbs.) No. Rag Rbg Rau Rbu 1 539 231 1078 462 2 1523.981 1523.981 2302.734 2302.734 3 1219.185 1219.185 1352.187 1352.187 4 2116.95 2116.95 3053.49 3053.49 5 1411.3 1411.3 1565.26 1565.26 • p1 (lbs.) p2 -p1 (lbs.) Raul Rbu1 Rau2 Rbu2 1078 462 0 0 1690.234 1690.234 612.5 612.5 1352.187 1352.187 0 0 2347.89 2347.89 705.6 705.6 1565.26 1565.26 0 0 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • •• ••• •• • • • • • • • • • • • • • • • • • •• • • • • • ■•• •• • \lO O • • ••• • • • ••• •• •. • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • • • • • • •• • • • • o • • • • s • • • • • • • • • • • • . • • • • • • •• •.• • • • •• 0 • •• ••• •• • • • • • • • • • \ • ••. • • • • • ••• •• • • EASTL+'RNENGINEERING GROUP 3403 NW 82 AVE. , SUITE 320 -B MIAMI, FL, 33122 TEL: (305) -599 -8133 FAX(305)- 599 -8076 C.A. No.26655 rms% -- U )1,C , 05°4,015 5 4, X72 ti a530 PROJECT NAME: teo rocitiet PROJECT No: 003 - -212, DESIGN BY: 2r REVISED BY: PAGE; • • • • • •• • •••••• • •••• • • • •••• • • •• •• • • • • • • • • • • •• • • • •• • • •••• • ••• • • • •• • • •• • • • • • •• •••• • • •••• • •••• •••• •• • • • • • • EASTERN ENGINEERING GROUP 3403 NW 82 AVE'. , SUITE 320 -B MIAMI, FL, 33122 TEL: (305) -599 -8133 FAX(305) -599 -8076 C.A. No.26655 ro(y 'u PEI: -4- 12.T►- a l A, 1 2ei,o 3 PROJECT NAME: l er) idn1 PROJECT No: a-4-217 DESIGN BY: Q,-t REVISED BY: PAGE: • • • • • •• • • • •••••• • •• •• • • • • • • • • •• •• • • • •• • •••• • ••• • • • • • • •. • • • •• • •••• • • •••• • •••• • • •••• •• • • • -• • • • • • • • • • • •: • • • • • 3403 NW 82nd AVE. Miami, Florida 33122 305.599 -8133 305.599-8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 10:21AM, 19 NOV 07 Rev: 580000 Utter: KW- 0604804, Ver 5.8.0, 1 -Dec -2003 01983 -2003 ENERCALC Engineering Software Multi -Span Concrete Beam Description RB -2 (AT FRONT) GRAVITY 07- 212.ECW:CalculaUons Ganeral Information Fy fc 60,000.0 psi 3,000.0 psi Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Avi Y'.'Y'Ei', RdkwR:aP,�;'U:'�it »s. J t:t.'�:vaa anre '•i .aiae�Y ,w,: —. ..a Spans Considered Continuous Over Supports ACI Dead Load Factor 1.40 Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.70 Concrete Member information Description Span Beam Width Beam Depth End Fixity Reinforcing Center Area Bar Depth Left Area Bar Depth Right Area Bar Depth ft In in Loads Using Live Load This Span ?? Dead Load k/ft Live Load k/ft RS -2 9.33 8.00 16.00 Pin -PIn 0.621n2 13.50in Yes 0.300 0.135 Results Beam OK Mmax @ Cntr k -ft @X= ft Mn * Phi k -ft Max @ Left End k -ft Mn * Phi k -ft Max @ Right End k -ft Mn * Phi k -ft Shear @ Left k Shear @ Right k Reactions & Deflections DL @ Left LL @ Left Total @ Left DL @ Right LL @ Right Total @ Right Max. Deflection @X= Inertia : Effective k k k k k in ft 1n4 7.07 4.66 35.12 0.00 0.00 0.00 0.00 Bending OK 3.03 3.03 1 1.40 0.63 2.03 1.40 •••• 0.63 • • • • •••• 2.03 • • • • •• • • ••• • -0.009 • • • • • • •• • •••••• 4.66 • 2,730.67 •••• • Shear Stirrups PTx 4 .0 .tt�'AEaE.+a'd�xE + -a S irrup Reber Area in2 0.220 Spacing @ Left In Not Req'd Spacing @ .2 *L in Not Req'd Spacing @ .4 *L in Not Req'd Spacing @ .6 *L In Not Req'd Spacing @ .8 *L In Not Req'd Spacing @ Right In Not Req'd • • •••• • • • • ••. • • •• •• •••• • • •••• • • • • •••• • • • • • •••. ••• •• • •• • • • • •• • • • I• • • • • 3403 NW 82nd AVE. Miami, Florida 33122 305.599 -8133 305.599 -8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 10:21AM, 19 NOV 07 Rev: 580000 User: KW- 0604804, Ver 5.8.0, 1- Dec -2003 c)1983 -2003 ENERCALC EnsineerIng Software Description Multi -Span Concrete Beam RB -2 (AT FRONT) GRAVITY Location ft 0.00 Moment k -ft 0.0 Shear k 3.0 Deflection in 0.0000 07 -212. EC W: Calcul allo ns • • • • •••• • • • • •• • • ••• • • • • • •••••• •• • • • • • •••••• •••• •• • • • • • • • • •••• • •• • • •••• • • • • •• •• •••• • • • • • • • • • •••• • • • • •••• • • • • •• • •• • • • • • •• • EASTERN ENGINEERING GROUP 3403 NW 82 AVE. ,SUITE320B MIAMI, FL, 33122 TEL: (305)- 599 -8133 FAX(305)- 599 -8076 C.A. No.26655 J (M-2) 1L LL = 30 Fs.{-- -F rOrn PROJECT NAME: l eo it( PROJECT No: oq -,2I2 DESIGN BY: tz ?" REVISED BY: PAGE: VC:- so rsf ot Isc)(114)4 01 S ) `--3/ C6//iif 011 IC* 704d {'O2 . (,oJ ©,135 ►CA t' M" •••• • • •••• • • • .• • • • • • • • •• • • • .••• •• • • • • • •••• • •• • • • •••• • •• •• •••• • • • • •••• • • • • • • •• • • • •• • • • . •. • • • • • • • 3403 NW 82nd AVE. Miami, Florida 33122 305.599-8133 305.599 -8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 10:21AM, 19 NOV 07 Rev: 580000 U,§er: KW- 0604804, Ver 5.8.0, 1-Dec-2003 as c)1983 -2003 ENERCALC En • ineerIn Software Description Multi -Span Concrete Beam RB -2 (AT FRONT) UPLIF 07- 212.EC W: Calculations General Information • Fy fc 60,000.0 psi 3,000.0 psi Code Ref: ACI 318- Spans Considered Continuous Over Supports Stirrup Fy 60,000.0 psi 02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 ACI Dead Load Factor 1.40 1.70 At;l Live Load Factor Concrete Member Information Description Span ft eam Width In eam Depth In End Fixity Reinforcing Center Area Bar Depth Left Area Bar Depth Right Area Bar Depth RB-2 9.33 8.00 16.00 Pin -Pin 0.621n2 13.751n Loads Using Live Load This Span ?? Dead Load k/ft Live Load k/ft Yes 0.070 Mtnax @ Cntr k -ft 1.07 @ X = ft 4.66 11fn * Phi k -ft 35.82 Max @ Left End k -ft 0.00 Mn * Phi k -ft 0.00 Max @ Right End k -ft 0.00 Mn * Phi k -ft 0.00 Bending OK Shear @ Left k 0.46 Shear @ Right k 0.46 Reactions & Deflections DL @ Left LL @ Left Total @ Left DL @ Right ,LL @ Right Total @ Right Max. Deflection @X= Inertia : Effective k k k k k k In ft in4 0.33 0.00 0.33 0.33 0.00 0.33 -0.001 4.66 2,730.67 0.220 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Shear Stirrups Stirrup Rebar Area 1n2 Spacing @ Left In Spacing @ .2 *L In Spacing @•.4 *L In Spacing @ .6 *L in Spacing @ .8 *L In Spacing @ Right In • • • • • •• • ••• • • • •••• • ••• • • • •• • • • • • • •••• • • • • •••• •• •• • • • • • • • • • • •• • • •••• • • •••• I • •• • • • • • • • • 3403 NW 82nd AVE. Miami, Florida 33122 305.599 -8133 305.599 -8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 10:21AM, 19 NOV 07 Rev: 580000 User: KW -0604804, Ver 5.8.0, 1-Dec-2003 (o)1983 -2003 ENERCALC En !nearing Software C,,escription Query Values Multi -Span Concrete Beam 07 -212. ECW:CfilculatIons RB -2 (AT FRONT) UPLIF lrocatIon ft 0.00 Moment k -ft 0.0 Shear k 0.5 Deflection in 0.0000 i •••• • • • • ••• • • • • • • • •• • • ••• • • • • •• • • • • •• • •• • • • • • • •••• • •• • •••• • • • •• •• •••• • •••• • • •• • • • • • • • ••••• • • • • • • • •••• • • • • • •• • • • • • • • • • • • EASTERN ENGINEERING GROUP 3403 NW82AVE. , SUITE320 -B MIAMI, FL, 33122 TEL: (305) -599 -8133 FAX(305)- 599 -8076 C.A. No.26655 0_04 (fZe- DL-= -60t,st )4- [11--.; 330(# Tarn • Sc' LY0.5 x II )4 lca) :0,1 LczES) 0 /33k0/0@ 0,43 P- 4 . f _- 0)35 i PROJECT NAME: 110 gohetl PROJECT No: - 2i2 DESIGN BY: REVISED BY: PAGE: •••• • • • • .... • • • • • 1• • • ••• • • • • • •• •••••• • • •••• •• • • • • • • • • • • ••a• • •• • • •••• • • • • •• •• •••• • • • • •••••• • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • • 3403 NW 82nd AVE. Miami, Florida 33122 305.599 -8133 305.599 -8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 11:47AM, 17 NOV 07 Rev: 580000 Deer: KW- 0604804, Ver 6.8.0, 1- Dec -2003 41983 -2003 ENERCALC Ensineedng Software Description RB -3 Multi -Span Concrete Beam 07-21 2. EC W:Calculatione General Information Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy fc 60,000.0 psi 3,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.40 1.70 Concrete Member Information Description RB -3 Span ft 7.83 Beam Width In 8.00 Beam Depth in 12.00 End Fixity Pin -Pin Reinforcing Center 21n2 Bar De Area 0pth 10.6.501n Left Atea Bar Depth Right Area Bar Depth Loads — Using Live Load This Span ?? Dead Load k/ft Live Load k/ft Yes 0.430 0.330 Results Mmax @ Cntr @X= Mn * Phl Max @ Left End Mn * Phi Max @ Right End Mn * Phi Shear @ Left Shear @ Right k -ft ft k -ft k -ft k -ft k -ft k -ft k k Beam OK Asstw 8.91 3.91 26.75 0.00 0.00 0.00 0.00 Bending OK 4.55 4.55 Reactions & Deflections DL @ Left • ILL @ Left Total @ Left DL @ Right LL @ Right Total @ Right Max. Deflection @X= Inertia : Effective Shear Stirrups Stirrup Rebar Area in2 Spacing @ Left In Spacing @ .2 *L In Spacing @ .4 *L In Spacing © .6"L in Spacing @ .8 *L In Spacing @ Right In k k k k k k in ft In4 1.68 1.29 2.98 1.68 1.29 2.98 -0.018 3.91 1,152.00 0.220 Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd • • • • • •• • • • • • • • •• 0• • • • • • • • • • • •• • .••. • •••• • ••• • • • •• • • • • • • • •• •••• • • • • •• • • • • • • •••• ••••0 • • • • • •••• • •••• • • •• • • • • • • 3403 NW 82nd AVE. Miami, Florida 33122 305.599-8133 305.599 -8076 FAX Raw: 580000 Ueer: KW- 0604804, Vet 5.8.0, 1-Dec-2003 01983 -2003 ENERCALC Engineering Software Title : Dsgnr: Description : Scope: Job # Date: 11:47AM, 17 NOV 07 Multi -Span Concrete Beam 07- 212.ECW:Calculafons Descrlption Qiery Values Location ft 0.00 Moment k -ft 0.0 Shear k 4.6 Deflection In 0.0000 RB -3 •••• • • • • 1111 • • • • •• • • ••• • • • • • •••••• •• • • • • • • •••• • •• • • • • • • •••• • •• • • •••• • •• •• ••a• • • • • • t • • • •••• • • • • •••• • • • • IF • •• • • • • • • • • • • •• • • • EASTERN ENGINEERING GROUP 3403 NW 82 ATTE , SUITE 320-8 MIAMI; FL, 33122 TEL: (305),599 -8133 .FAX(305)- 5994076 CA No.26655 )17 0 2 22 /Q vc 635 o6,SK .eechai 2.6 -4) - D °?°1 tLQ.rr w X59- 1�'/�- rf-- PROTECT NAME: te0 kOokt;t9 PROTECT No: 0 9 - 212 DESIGNBY: 2r RETISED BY: PAGE: •••. • • • • • •••• • • •• • •• • • ••• • • • • • •• • • • • • •••• •• • • • • • • • • •••• • •• •••••• •s•• • • • • •• •• •••• • • ••••• • • • • • • • s••• • • • • •••• • • • • • •• • •• • • • • • • 0 • • i • 3403 NW 82nd AVE. Miami, Florida 33122 305.599 -8133 305.599 -8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 4:35PM, 19 NOV 07 Rbv: 580000 Uger: KW -0604804, Ver 5.8.0, 1 -Dec -2003 (91983 -2003 ENERCALC Engineering Software Multi -Span Concrete Beam 07- 212.ECW:Calcuiations General Information Fy fc 60,000.0 psi 3,000.0 psi Code Ref: ACI 318 -02, 1997 UBC, 2003 iBC, 2003 NFPA 5000 All Spans Considered as Individual Beams Stirrup Fy 60,000.0 psi Cpncrete Member Information Description Span ft 12.50 Beam Width In 8.00 Beam Depth In 24.00 End Fixity Pin -Pin Reinforcing Center Area 0.621n2 Bar Depth 21.501n RB-4 L,9ads Left Area Bar Depth Right Area Bar Depth Using Live Load This Span ?? Dead Load k/ft Live Load k/ft Point #1 DL k LL k @X ft Point #2 DL k LL k @X ft Yes • 0.890 0.570 0.6$0 2.000 0.630 10.500 Results Beam OK Mmax @ Cntr k -ft @X= ft Mit * Phi k -ft Max @ Left End k -ft Mn * Phi k -ft Max @ Right End k -ft MI1 * Phi k -ft Shear @ Left k Shear @ Right k Reactions & Deflections DL @Left k IL@Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max. Deflection in @X= ft ine-tia : Effective 1n4 45.03 6.25 57.44 0.00 0.00 0.00 0.00 Bending OK 14.73 14.73 6.19 3.56 9.75 6.19 3.56 9.75 -0.039 6.25 6,936.35 ACI Dead Load Factor 1.40 ACI Live Load Factor 1.70 • •••• • • •••• • • • •• • • • • • •••• •• • • • • • • • • •••• • •• •••• • • • • •• •• •••• • • • • • •• • •• • •••• • • • • •••• • • • • • •• • •• • • • • • • 3403 NW 82nd AVE. Miami, Florida 33122 305.599 -8133 305.599 -8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 4:35PM, 19 NOV 07 Rev: 580000 User: KW- 0604804, Ver 5.8.0, 1- Dec -2003 (0)1983 -2003 ENERCALC Engineering Software gescription Shear Stirrups Multi -Span Concrete Beam ? YlrEfiK. *itiv('.•",R1MPx33HSfir[Y;,',!'; RB -4 . tirrup Rebar Area In2 0.220 Spacing @ Left In 10.76 Spacing @ .2 *L in 10.75 SpacIng @ Al_ In Not Req'd Spacing @ .6 *L in Not Req'd Spacing @ .8 *L In 10.75 pacing @ Right in 10.75 07- 212.ECW: Calculations Query Values Location Moment Shear Deflection ft 0.00 k -ft 0.0 k 14.7 in 0.0000 ••• • • • • • •••• • • • • •• • • ••• • • • • • •• • ••• • • • •••• • • • • • •• • • • •• •••• • • • • •• •• •••• • • • • • •• • • •••• • • • • •••• • • • • • •• • •• • • • • • • •• • • EASY ARM ENGINEERING GROUP 3403 NW 82 AYE. , SUITE 320-B MIAMI, FL, 33122 TEL: (305) -599 -8133 FAX(305) -599 -8076 C.A. No.26655 i io plc (2kA)-1) ocz>e 1�L 30 faf LL o p 2 PL X10 2. TrOirn Ta. sc;11/94.x J),<, 0677'.,_-_ too, 0: _7 2;101* "rov(1 c •ch,ll = 6,5 1,6 / 2 x 110 Co «,� (-6 T 442 to 1,2e Of -Tc+et-Q tt\ 1004 , 57 PROJECT NAME: I2Q 16 0-4114.1 PROJECT No: p - 212 DESIGN BY.. Pr REVISED BY: PAGE: •••• • • • • • •• • • •• •• • • ••• • • • •• • • •••• • • •••• • • •••••• • • • • • •••••• • • • • • • • • • •• • • •••• • • •• •• •••• • • • • • • •••• • • • • •••• • • • •• • •• • • • • • •• • • • • 3403 NW 82nd AVE. Miami, Florida 33122 305.599 -8133 305.599 -8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 11:54AM, 14 NOV 07 Rev: 580001 User: KW -0604804, Ver 6.8.0, 1- Dec -2003 _W83-2003 ENERCALC Engineering Software Description BW -1 General Information Wall Height Parapet Height Thickness Rebar Size Rebar Spacing Depth to Rebar Masonry Wall Design 07- 212.ecw:Calculations Code Ref: ACI 530 -02 9.50 ft 0.00 ft 8.0 in 5 48 In 3.810 in Seismic Factor Calc of Em = fm Duration Factor Wall Wt Mult. @ Center ": : ,, ',N. ' .. ,, 0.3300 fm 1,500.0 psi 900.00 Fs 24,000.0 psi 1.330 Special Inspection 1.000 Grout @ Rebar Only Normal Weight Block Equivalent Solid Thickness 4.600 In Loads Uniform Load Dead Load Live Load Load Eccentricity Roof Load Design Values 1,287.500 #/ft 570.000 #/ft 0.000 In Concentric Axial Load Dead Load Live Load Roof Load 0.000 # /ft 0.000 #/ft Wind Load 48.310 psf E n: Es /Em Wall Weight 1,350,000 psi 21.481 55.000 psf Rebar Area Radius of Gyration Moment of Inertia Max Allow Axial Stress = 0.25 fm (1- (h/140r) ^2) * Spinsp Allow Masonry Bending Stress = 0.33 fm * Spinsp = Allow Steel Bending Stress = Load Combination & Stress Details Summary Top of WaII DL + LL DL + LL + Wind DL + LL + Seismic Between Base & Top of Wall DL+LL DL +LL +Wind DL + LL + Seismic Moment in-# 0.0 0.0 0.0 0.078 in2 np 0.03641 j 0.92137 2.535 In k 354.810 in4 336.32 psi 495.00 psi 24,000.00 psi 0.23590 2 / kJ Axial Bending Stresses Axial Load Steel Masonry Compression Ibs psi psi psi 1,857.5 0.0 0.0 33.65 1,287.5 0.0 0.0 23.32 1,287.5 0.0 0.0 23.32 0.0 2,118.8 0.0 0.0 38.38 6,540.0 1,548.8 24,039.0 345.5 28.06 2,457.1 1,548.8 9,031.4 129.8 28.06 9.20187 9.50ft high wall with 0.00ft parapet, Normal Block w/ 8.00in wall w/ #5 bars at 48.00ino.c. at center Max. Bending Compressive Stress Allowable 373.53 OK 658.35 OK Max. Axial Only Compressive Stress 38.38 psi Allowable 336.32 OK Max Steel Bending Stress 24,038.95 psi Allowable 31,920.00 OK • • • • • •••• • • •••• • ••• • • • •• • • •••• •• • • • • • • •••• • •• • • •• •• •••• • • •••• • •• • • • • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • 3403 NW 82nd AVE. Miami, Florida 33122 305.599 -8133 305.599 -8076 FAX Rev: 580001 User: KW- 0604804, Ver 5.8.0, 1- Dec -2003 01983 -2003 ENERCALC En • sneering Software Description Title : Dsgnr: Description : Scope: Masonry Wall Design Job # Date: 11:54AM, 14 NOV 07 07- 212.ecw:Calculattons Final Loads & Moments Wall Weight moment @ Mid Ht Dead Load Moment © Top of Wall Dead Load Moment @i Mid Ht 261.25 lbs Wind Moment @ Mid Ht Seismic Moment @ Mid Ht 0.00 in-# 0.00 in -# Total Dead Load Total Live Load Live Load Moment @ Top of Wall 0.00 in-# LiveLoad Moment @ Mid Ht 0.00 in-# Maximum AIIow Moment for Applied Axial Load = Maximum AIIow Axial Load for Applied Moment = 6,529.37 in-# 18,564.66 Ibs 6,539.96 in-# 2,457.06 In-# 1,287.50 Ibs 570.00 lbs ••• • • • • • •••• • • • • •• • • ••• • • • • • •• • •••• • • •••• • •• • • • • • •• • • •••••• • • • •••• • • • • •• •• •••• ••••.•• • • • • • • • • • •••• • • • • •••• • • • • •• • •• • • • • • • •• • VL LL • EASL.ERNENGINEERING GROUP 3403 NW 82 AVE. , SUITE 320-B MIAMI, FL, 33122 ILL: (305) - 599 -8133 FAX(305) -599 -8076 C.A. No.26655 (or() VOA 36.1:>S f ,< 43210- \ 290 (.19-1-. 11 Pb ICS P 'T -+ 26 -4 eQr-441 on Proin I Cv(bmn rte,- --A.5 .5 ` ts04/3,t(iix ) 92.t,C L6 -.= o, °t 3 K,to rQoe 10 x W's 4.5,54 ftf>4. qt2sf ©,42 ► /m- PROJECT NAME: 109 kocie.2in PROJECT No: 212 ✓ DESIGNBY:• T REVISED BY:: PAGE: pD"G�X .-Dizas toes.. 3,35 _.is (a .�o „a� 1,11 Kid • • • • • •• • • •••. •••• • • S I•l • •1 • • • • • 0• S1•l • • •••• • 1Sl • • • •• • • •• . • • • • • ... • • • •0•S • 0•S• •••. 0• • • •0 • • • • 0Sll•l , • ••••. • • • • 3403 NW 82nd AVE. Miami, Florida 33122 305.599 -8133 305.599 -8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 4:46PM, 14 NOV 07 • Rev: 580001 User: KW- 0804804, Ver 5.8.0, 1- Dec -2003 (c 1983 -2003 ENERCALC En.ineering Software Rectangular Concrete Column Description TC1 Gc neral Information Width 8.000 In Depth 12.000 in Rebar: 2 -# 5 d= 2.500 in 2- # 5 d = 9.500 In 07- 212.ecw:Calculatlons Code Ref: ACI 318- 02,1997 UBC, 2003 IBC, 2003 NFPA 5000 fa 3,000.0 psi Fy 60,000.0 psi Seismic Zone 0 LL & ST Loads Act Together Total Height Unbraced Length Eff. Length Factor Column Is BRACED 9.250 ft 0.000 ft 1.000 Loads Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 Dead Load Live Load Short Term Eccentricity 1.000 In Axial Loads Lateral Uniform Loads #1 #2 Summary 4.000 k k/ft .k/ft 2.000 k k k/ft k /ft 0.420 k/ft k/ft Start Lac End Lac ft ft 8.00 x 12.00in Column, Rebar: 245 @ 2.50in, 245 @ 9.50in ACI C -1 Applied : Pu : Max Factored 9.00 k Allowable : Pn * Phi @ Design Ecc. 176.98 k M- critical Combined Eccentricity Magnification Factor Design Eccentricity Magnified Design Moment Po *.80 P : Balanced Ecc : Balanced 0.75 k -ft 1.000 in 1.00 1.000 in 0.75 k -ft 252.83 k 88.67 k 6.558 in ACI C -2 6.75 k 35.74 k 5.45 k -ft 9.686 in 1.00 9.686 in 5.45 k -ft 252.83 k 88.67 k 6.558 in Column is CK ACI C -3 3.60 k 16.82 k 5.69 k -ft 18.965 In 1.00 18.965 in 5.69 k -ft 252.83 k 88.67 k 6.558 In Slenderness per ACI 318 -95 Section 10.12 & 10.13 Actual k Lu / r 0.000 Neutral Axis Distance Phi Max Limit kl /r Beta = M:sustained /M:max Cm El /1000 Pc : pi ^2 E I / (k Lu) ^2 alpha: MaxPu / (.75 Pc) Delta Ecc: Ecc Loads + Moments Design Ecc = Ecc * Delta Elastic Modulus ACI Eq. C -1 12.2350 in 0.7000 34.0000 0.6222 ' 1.0000 0.00 0.00 0.0000 1.0000 1.000 1.000 3,122.0 ksl ACI Eq. C -2 4.0100 in 0.7000 34.0000 0.6222 1.0000 0.00 0.00 0.0000 1.0000 9.686 9.686 Beta ACI Ea. C -3 2.9650 in 0.7975 34.0000 1.0000 1.0000 •••• • • 0.00 • • 1).00 • • °Mo00 *":q.il000 ••• °V.965 In • ••••18,955ln :•• •• •••• • ••• • • • •• • ACI Factors (Per ACI 318 -02, applied internally to entered loads) ACI C -1 & C -2 DL ,ACI C -1 & C -2 LL ACI C -1 & C -2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 ACI C -2 Group Factor ACI C -3 Dead Load Factor ACI C -3 Short Term Factor 0.750 0.900 1.300 • A•d "I "1.4: Factor for Seismic.. Add"! "0.9; kaMpr for Seismic` • • • • • •••••• • •••• • • • •• • •••• • •• 0.850 • •• • • • • •• • • • • •• • 3403 NW 82nd AVE, Miami, Florida 33122 305.599 -8133 305.599 -8076 FAX Title : Dsgnr: Description : Scope : Job # , Date: 4:46PM, 14 NOV 07 Rea: 580001 User: KW -0604804, Ver 5.8.0, 1 -Dec -2003 c 1983 -2003 ENERCALC Engineering Software Description TC1 Sketch ' Diagram Rectangular Concrete Column 07- 212.ecw:Calculations DL =4.0, LL =2.0s, ST =0.0k Oft 121n 0 (1): Det Ld #1: DL =0.0, LL =0.0e, ST =0.4k/1t From 0.00->0.000 81n 52.0 ....... ................__.._.._ . -_. .m._ _. - -__. Pu,Mu Pu,Mu Pu;Mu Eq9 -1): Eq 9-2) : fq•(1L8). 77.0k,0.7 .7k, 5.4k 8:8k -b:ik- —_ ?28.8 101.6 111111 -4, 51.2 l 28.0 00.8 111 6.6 *0.4 • ups 15.2 0.0 9 7.7 11.8 15.4 19.3 23.2 27. Moment : Mn'pnI (k -ft) .6 •••• • • • • •••• • • • • •• • • ••• • • • • • •• • • • • • •••• •• • • • •- • • • • •••• • •• ••••• • • •••• • • • • •• •• •••• • • I • • • • •• • • • • •••• 1 • • • • •••• • • • • • •• • •• • ' • • • • • 2000 NW 89th PL. Miami, Florida 33172 305.599 -8133 305.599 -8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 1:24PM, 15 NOV 07 Rev: 580008 User. KW- 0604804, Ver 5.8 :0, 1- Dec -2003 c 1983 -2003 ENERCALC Englneerin a Software Steel Column Description ST1 Gefneral Information ram Steel Section P3.5STD Column Height 11.830 ft End Fixity Pin -Pin Live & Short Term Loads Combined Axial Load... Dead Load Live Load Short Term Load Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced 3.00 k 2.13 k k FAR 07 -212. ECW:Calculallons Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 X-X Sidesway : Restrained Y -Y Sidesway : Restrained 36.00 ksi 1.330 29,000.00 ksi 11.830 ft 11.830 ft Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments Kxx Kyy 0.000 In 0.000 In 1.000 1.000 Section : P3.5STD, Height = 11.83ft, Axial Loads: DL = Unbraced Lengths: X -X = 11.83ft, Y -Y = 11.83ft Combined Stress Ratios Dead AISC Formula H1 -1 AISC Formula H1 - 2 AISC Formula 1-11 - 3 0.0919 3.00, LL = 2.13, ST = 0.00k, Live 0.0653 Column Design OK Ecc. = 0.000ln DL + LL DL + ST + (LL If Chosen) 0.1572 0.0886 0.1182 XX Axis : Fa calc'd per Eq. E2 -1, K *L/r < Cc YY Axis : Fa calc'd Der Ea. E2.1. K *L!r < Cc Stresses Allowable & Actual Stresses Fa : Allowable fa : Actual Fb:xx : Allow [F1 -6] Fb:xx : Allow [F1 -7] & [F1 -8] fb : xx Actual Fb:yy : Allow [F1 -6] Fb:yy : Allow [F1 -7] & [F1 -8] fb : yy Actual Dead 12.18 ksi 1.12 ksl 23.76 ksi 23.76 ksi 0.00 ksi 23.76 ksi 23.76 ksi 0.00 ksi Analysis Values F'ex : DL +LL Fey : DL +LL F'ex : DL +LL +ST F'ey : DL +LL +ST Max X -X Axis Deflection 13,244 psi 13,244 psi 17,615 psl 17,615 psi 0.000 In at Live DL + LL DL + Short 12.18 ksi 12.18 ksi 16.20 ksi 0.79 ksi 1.91 ksi 1.91 ksi 23.76 ksi 23.76 ksi 31.60 ksl 23.76 ksi 23.76 ksi 31.60 ksi 0.00 ksl 0.00 ksi 0.00 ksi 23.76 ksi 23.76 ksl 31.60 ksi 23.76 ksi 23.76 ksl 31.60 ksi 0.00 ksi 0.00 ksi 0.00 ksi Cm:x DL +LL 0.60 Cm:y DL +LL 0.60 Cm:x DL +LL +ST 0.60 Cm:y DL +LL +ST 0.60 0.000 ft Max Y -Y Axis Deflection •••• Cb:x ' L +l•L • Cb:y DG +LL • Cb:x 131 +I+T Cb:y i3� +Lt +FT 0%04144 •at • • •• • • • • • • • • • • • • •• • • • • •1.00 •..••• •• • • • O'4O•o'ft •••• • • I ••■• • • • • • • •••• • • •••• • • •• • • • • • • • 2000 NW 89th PL. Miami, Florida 33172 305.599-8133 305.599-8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 1:24PM, 15 NOV 07 Rev: 580008 User: KW-0604804, Ver 5.8.0, 1-Dec-2003 1983-2003 ENERCALC Engineering Software Description ST1 Steel Column 07-212.ECW:Calculations Sction Properties P3.5STD Diameter 4.000 in Weight lxx IYY Thickness 0.226 in Sxx Area 2.68 in2 Syy Rxx Ryy Section Type = Pipe 9.10 #/ft 4.790 in4 4.790 in4 2.390 in3 2.390 in3 1.340 in 1.340 in ValuesJfor LRFD Design.... 9.580 in4 0.00 Zx Zy 3.220 in3 3.220 in3 0.000 Sketch 84 Diagram Axial DI. = 3k Axial LL = 2.13k Mai ST = Ok :::::' „,„.• . . , .. . . . .....„...„....,::.,, ... ,.:.........„,:. . ..... , ........, ... ............ ......„ . .. . . . .. . . . . . . : .. . . . : . ..„, .. .. .. , ......... „ .......... .. .„ : ...:... .... .. . .... ....„....„. .... , „ „.„. . . . . .„ ...... ,„.. ... ... ... . „.... ... . . . . . .. . . ..: ..„.., ... .. . . „. : . ... „ : .... :',. .'• • . .. .., . . . . , ..... .. .., . . . „ .... .. . :..... . . ....• .. ... .: .„ .. ,..„.....,....„. . „ : ...:.. .. . . . . . .. ... ...... ,........., ... . ..., .. . ..... . .. .. . . . .. . . . ..: .... .. ... , .. .. ... .. :. . . .. . . , ... : .......:. . . . . .. „.. ... .„, . . ..• . . . .. , .. . .. .. : . . : ... . . . . ... : . . . ..., , . „....... . .„„ ::.„,...:.. .. . . . . .. . . . . . . . . ... ... ....„ ... . . . . . . , , . ... .. ... ... ... .... . „. . ... . . .... .. . . .. , ... ....., . . . :::... :. ..... , . .... .... ..„............,,...„..„......,., .. . ..., .,..„,„,............„.„...., :...... .. „ , ...„ . . ... . „. , . . „ . .. „ ... .... ... „.......... ... ..,::„......... :,...: .. .. ... . . . . , . . , .,,, ... . ....., „ . .. .. . „ . ....... . ....... ...,,,.......„.......„ ... ....... 1.838 Y Y x NEEM:ToMMIP"-” ',1,..V,VrMARMIRWOZNAINVAW.,2:,,..\*KknAWNWANIKUW,A ,:rVIIMMIS:41.4aA4Z,,Y...4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • : • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 2000 NW 89th PL. Miami, Florida 33172 305.599 -8133 305.599 -8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 11 :45AM, 15 NOV 07 Rev: 580001 User: KW -0604804, Ver 5.8.0, 1 -Dec -2003 c1983 -2003 ENERCALC Engineering Software General Footing Analysis & Design Description WF -16 07- 212.EC W:Calculations General Information Allowable Soli Bearing Short Term Increase Seismic Zone Live & Short Term Combined fc Fy Concrete Weight Overburden Weight Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term azomcmucuzsmz_ 2,000.0 psf 1.000 0 3,000.0 psi 60,000.0 psi 145.00 pcf 0.00 psf Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 1.280 k 0.570 k k Creates Rotation about Y -Y Axis (pressures left & right) k -ft k -ft k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) k k k Dimensions... Width along X -X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim. Along Y -Y Axis Base Pedestal Height Min Steel % Rebar Center To Edge Distance ...ecc along X -X Axis ...ecc along Y -Y Axis 0.000 in 0.000 in 1.330 ft 1.000 ft 12.00 in 8.00 in 12.00 in 0.000 In 0.0014 Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k k 3.50 in 1.33ft x 1.00ft Footing, 12.0in Thick, w/ Column Support 8.00 x 12.00in x 0.0in high DL +LL DL +LL +ST 'Max Soil Pressure 1,536.0 1,536.0 psf Allowable 2,000.0 2,000.0 psf "X' Ecc, of Resultant 0.000 in 0.000 in �'Y' Ecc, of Resultant 0.000 In 0.000 in X -X Min. Stability Ratio No Overturning 1.500 :1 Y -Y Min. Stability Ratio No Overturning Max Mu Required Steel Area Shear Stresses.... 1 -Way 2 -Way Footing Design OK Actual Allowable 0.114 k -ft per ft 0.259 In2 per ft Vu Vn *Phi 0.000 93.113 psi • 0.000 186.226 psi Footing Design Shear Forces `Two -Way Shear One -Way Shears... Vu @ Left Vu @ Right Vu @ Top Vu @ Bottom Moments Mu @Left Mu @ Right Mu @ Top Mu @ Bottom ACI C -1 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi ACI C -1 0.11 k -ft 0.11 k -ft 0.00 k -ft 0.00 k -ft ACI C -2 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi ACI C -2 0.09 k -ft 0.09 k -ft 0.00 k -ft 0.00 k -ft ACI C -3 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi ACI C -3 0.05 k -ft 0.05 k -ft 0.00 k -ft 0.00 k -ft Vn * Phi • • 186.23 psi •••• 93.11 psi • 93.11 psi 93.11 psi ••••'. ;•. '. 93.11 psi •••• • •• 1 Ru /Phi • wksRead'•••• 1.8 psi •• •• 0.26?17•perft 1.8 psi 0.26 In2• per ft 0.0 psi • • • 0.024rs?.•perft 0.0 psi • • 0.024ri?..i4erft • • • •• • • • •••• • ••• • • • •• • • •• • • • • •• • • • • • • • • ••r•• • • • • • • • • • 2000 NW 89th PL. Miami, Florida 33172 305.599-8133 . 305.599-8076 FAX Title : Dsgnr: Description: Scope : Job # Date: 11:45AM, 15 NOV 07 Rev: 580001 User: KW-0604804, Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENERCALC Engineering Software —wt=m4 DascrIption WF-16 General Footing Analysis & Design 07-212.ECW:CalculatIons Son Pressure Summary • " Service Load Soil Pressures DL LL DL + LL + ST Factored Load Soil Pressures ACI Eq. C-1 ACI Eq. C-2 ACI Eq. C-3 Left 1,535.98 1,535.98 2,278.94 1,709.20 996.67 Right 1,535.98 1,535.98 2,278.94 1,709.20 996.67 Top 1,535.98 1,535.98 2,278.94 1,709.20 996.67 Bottom 1,535.98 psf 1,535.98 psf 2,278.94 psf 1,709.20 psf 996.67 psf ACI Factors (per ACI 318-02, applied Internally to entered loads) ACI C-1 & C-2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST ....seismic = ST * : • aMEDIMMENWERIMMME 1.400 ACI 0-2 Group Factor 1.700 ACI C-3 Dead Load Factor 1.700 ACI C-3 Short Term Factor 1.100 Used In ACI C-2 & C-3 0.750 Add"I "1.4" Factor ot Seismic 0.900 Add"' "0.9" Factor for Seismic 1.300 1.400 0.900 • • • • • • • • • • • • • • • • • • 0 • • II • • • • • • • • 0 • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EASTERN ENGINEERING GROUP 3403 NW 82 AYE. , SUITE 320 -B MIAMI, FL, 33122 TEL: (305)599 -8133 FAX(305) -599 -8076 C.A. No.26655 o0 ) 164GO icod — \6\e' • PROJECT NAME: .110 t I PROTECT No: 0-4-- 2rZ DESIGN BY: j2T- REVISED BY :: PAGE: • • • • • •• • •••••• • •••• • • •••• • ••• • • • •• • • •••• •• • • • • • • •••• • •• •••• • • • • •• •• •••• • • • • • • • • • • •• • • •••• • • •••• •• • • • • • • • • • • • • • •••••• • • • • • • • • 2000 NW 89th PL. Miami, Florida 33172 305.599 -8133 305.599 -8076 FAX Title : Dsgnr: Description : Scope: Job # Date: 1:34PM, 15 NOV 07 Rev: 580000 UsAr: KW- 0604804, Ver 5.8.0, 1- Dec -2003 c ` 983 -2003 ENERCALC Engineering Software Description F3.0 GRAVTY General Information Square Footing Design 07- 212.ECW:CaicuiatIons - Dead Load Live Load Short Term Load Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension 3.000 k 2.100 k 0.300 k 0 110.000 psf 145.00 pcf 1.330 8.00 in Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Footing Dimension Thickness #of Bars Bar Size Rebar Cover Fy 3.000 ft 12.00 In 4 5 3.250 2,000.0 psi 40,000.0 psi Allowable Soil Bearing 2,000.00 psf Ncte: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 Reinforcing wA.hG,,,,AL;wnSrilux ti'''`,i {.,,,,e4,s _ _ _ M,TMINONSMS.We IMAM? spa..... + .:,,i _4mums::: ,,,m,M,M, .aab §.-wig Rebar Requirement Actual Rebar "d" depth used 200 /Fy As Req'd by Analysis Min. Reinf % to Req'd 8.438 in 0.0050 0.0003 in2 0.0014 % As to USE per foot of Width Total As Req'd Min Allow % Reinf 0.259 1n2 0.7781n2 0.0014 3.00ft square x 12.Oin thick with 4- #5 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soli Pressure Mu : Actual Mn * Phi : Capacity 821.67 psf 2,000.00 psf 855.00 psf 2,660.00 psf 0.83 k -ft / ft 9.96 k -ft / ft Vu : Actual One -Way Vn *Phi : Allow One -Way Vu : Actual Two -Way Vn *Phi : Allow Two -Way Alternate Rebar Selections... 4 # 4's 3 # 5's 2 # 7's 1 # 8's Footing OK 5.59 psi 76.03 psi 15.67 psi 152.05 pal # 6's # 9's 1 # 10's • • • •• • • • • •••• •••• • •••• • ••• • • • a• • • •• • • • • • •• • • •• • • • • •• •• •••• • • • • • • • • • • •• • • •••• • • •••■ •• • • • • •• • • • • • • • • ••••• • • • • • • • • • 2000 NW 89th PL. Miami, Florida 33172 305.599 -8133 305.599 -8076 FAX Title : Dsgnr: Description : Scope: Job # Date: 1:33PM, 15 NOV 07 Re;,,: 580000 User: KW -0604804, Ver 5.8.0, 1 -Dec -2003 X1983 -2003 ENERCALC Engineering Software Square Footing Design Description F3.0 UPLIFT General Information Dead Load 1.400 k Live Load 2.100 k Short Term Load 0.300 k Seismic Zone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor 1.330 0 110.000 psf 145.00 pcf 07- 212.ECW:Ceiculations Code Ref: ACI 318 -02, j1997 UBC, 2003 IBC, 2003 NFPA 5000 Footing Dimension Thickness # of Bars Bar Size Rebar Cover fc Fy 3.000 ft 12.00 in 4 5 3.250 2,000.0 psi 40,000.0 psi Column Dimension 8.00 in Allowable Soil Bearing 2,000.00 psf Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered Toads to ultimate loads within this program is according to ACI 318 -02 C.2 Reinforcing Rebar Requirement Actual Rebar "d" depth used 200 /Fy As Req'd by Analysis Min. Reinf % to Req'd Summary 8.438 in 0.0050 0.0003 in2 0.0014 % 3.00ft square x 12.0in thick with 4- #5 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn * Phi : Capacity 643.89 psf 2,000.00 psf 677.22 psf 2,660.00 psf 0.66 k -ft / ft 9.96 k -ft / ft As to USE per foot of Width Total As Req'd Min Allow % Reinf Vu : Actual One -Way Vn "Phi : Allow One -Way Vu : Actual Two -Way Vn *Phi : Allow Two -Way Alternate Rebar Selections... 4 # 4's 3 # 5's 2 # 6's 2 # 7's 1 # 8's 1 # 9's 1 # 10's 0.2591n2 0.778 in2 0.0014 Footing OK 4.45 psi 76.03 psi 12.47 psi 152.05 psi • • • • • •• • 11••••• • •••• • • •••• •••••• • • •• •0 • 0 • • • • • • • • •• • •••• 0 • 0000 • ••• • • • •• • •••••• • • • • • • •• • • • • • •• •••• • 4 • ••• • ••• • • • •••• •• • • • • •• • • • 04000 0 • • • • • • ' •DADE COUNTY :BUILDING CODE COMPLIANCE OFFICE (BCCO) 'PRODUCT CONTROL DIVISION (NOTICE OF ACCEPTANCE (NOA) Nu -Vne Industries, Inc. 1053 -1059 East 29 Street 'Hialeah, Florida 33013 'SCOPE: MIAMI -DADE COUNTY, FLORA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.buildingcodeonline.coln 'This NOA is being issued under the applicable rules and regulations governing the us 'of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by , the Authority :Having Jurisdiction (AID). ilhis NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division an Miami Dade County) and /or the AHI (in areas other than Miami Dade County) reserve the right to ''have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke; modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right revoke this acceptance, if it is deternained by Miami -Dade county Product Control Division that this product or Material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the .Heigh Velocity Hurricane Zone. DESCRIPTION: Wood Connectors NVTA, NVTAS, NVBH, NVUH & NVRT. APPROVAL DOCUMENT: Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS Truss Anchors," dated 02/13/03 with last revision on 07/19/06, prepared by Nu -Vue Industries, Tue. signed and sealed by Vipin N. Tolat, PE, bearing the 1VMiarni -Dade County Product Control Revision stamp With the Notice of Acceptance (NOA) number and expiration dateby the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABEI.INO: Bach•unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. I.ENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. F TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as product, for sales, advertising, or any other purposes shall automatically terminate this with any section of this NOA: shall be cause for termination and removal of NOA. endorsement of any OA. Failure to comply •••. • • ADVERTISEMENT: The l*TOA number preceded by the words Miami -Dade Counity, Froricha',.and fol/Mtd b' the expiration date may be displayed in advertising literature. If any portion of the NOA is•� Sgt, yed, 41;11101 be done in its entirety. • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturgt• ell its distr u os. • • and shall be available for inspection at the job site at the request of the Building Official. •••• • •• This revises NOA # 04-1202.01 and consists of this page 1 and evidence page B1, as well ag' Mval doct: f nt •• • •••• •••••• mentioned above. • • • • • • The submitted documentation was reviewed by Jaime D. Gascon, P.E. • • • •••• • • • • • •••• NOA• •No? 05.074)%? • Expiration Date: August 21, 20086 Approval Date: September 14, 2006 Page 1 • • •••••• • • Nu -Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, DRAWINGS 1. Drawing No. NU -2, sheets 1 through 4, titled "NVTA and NVTAS russ Anchors," dated 02/13/03 with last revision on 07/19/06, prepared by Nu -Vue Indus : es, Inc. signed and sealed by Vipin N. Tolat, PE B TEST Test reports on wood connectors per ASTM sealed by C. R. Caudel; PE & S. E. Black, PE Wood Connector NVTA NVTA NVTA NVTA NVRT36 NVRT36 -T NVRT36 -T NVRT24 -T NVUII26 NVBI24 NVTA 8t NVTAS NVTH24 NVTH24 D1761 by Product Direction Upward Upward Upward Upward Upward TJpward Upward TJpward Up & Downward Up &Downward Lateral Upward Parallel & TJpward Load Report No. 1. PT 02 -4073 2. PT 02 -4075 3. PT 02 -4074 4. PT 02 -3938 5. PT 03 -4177 6. PT 03 -4202 7. PT 03 -4271 8. PT 03 -4270 9. PT 02 -4095 10. PT 02 -4096 11. 31- 22456.0002 12. PT 04 -4698 13. PT 04 -5036 C CALCULATIONS Report of Design Capacities prepared by V. Product Model No. of Pages 1. NVBM24 • 7 through 8 2 NVRT 9 through 14 3. NVTA & NVTAS 1 through 6 h 4. NVTA & NVTAS 1 through 14 5. NVRT 15 through 15 "Submitted under NOA No. 04- 1202.01" N. Tolat, PE Date 05/05/03 05/05/03 05/05/03 02/06/03 07/07/03 Testing, Inc., signed and Date 11/06/02 11/07/02 11/06/02 08/06/02 02/03/03 02/19/03 03/27/03 03/27/03 01/17/03 12/03/02 07/06/02 Perpendicular 04/15/04 12/10/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (I3CCO). Signature V. N. Tolat, PE V. N. Tolat PE. V. N. Tolat, PE V. N. Tolat, PE V. N. Tolat, PE, • • •• •• • •••• •••• • ••0 • • •• • E. STATEMENTS 1: No Financial Interest and code compliance letter issued by Vipin N. Tolo,t l; . on 03/26/43 . • • • signed and sealed by V. N. Tolat, PE. •••• • • • "Submitted under NOA No. 04- 1202.01" • . • • • • • . 2. Letter to Nu -Vtie Industries issued by Building Code Compliance Offic�,sorr68 /10/04 id• signed by C. F. Font PE. • • • • 0.00 "Submitted under NOA No. 04- 1202.01 " "�►. ••...• E -7 • Jaim D. Cascon,P .•. Chief, Product Control DlvAAion NOA No: 05- 0701.04 Expiration Date: August 21, 2008 Approval Date: September 14, 2006 • • • 000000 • • ••.••• • • .•••• • • • • • •0000• • • • • TABLE 1 Truss Anchors NVTA and Riveted' Truss Anchors with Seat NVTAS H Length {) Product Code Gauge seat Gauge strap No of Fasteners each strap. lOd• Mtxclmum Allowable Load (Ibs)' Uplift Single Strap UpTtft Double NVTA'.. Li, Single & Double Straps L2 Single & Double Straps 16 NVTA -16 NVTAS 212 20 14 18 NVTA -18 NVTAS 214 20 14 5. 757 1514 250 500 6 805 1610 250 500 • 20 ,NVTA-20 NVTAS 216 20 14 7 854 1708 250 500 22 NVTA. -22 NVTAS 218 20 14 8 '• 902 • *1804 250 500 24 NVTA -24 NVTAS 220 20 . 14 9 951 .*1902 250 500 26 NVTA -26 NVTAS 779 20 . 14 10 999 '*1998 250 500 11 1048 *2096 250 500 28 NVTA -28 NVTAS 224 ' 20 . 14 12 1096 *2192 250 500 30 NVTA -30 NVTAS 226 20 14 13 . 1145 . *2290 250 500 36. NVTA -36 NVTAS 232 20 14 14 1193 .. *2290 250 500 'NVTAS 244 8 or'more.nans per strap, use for double straps 48 NVTA -48 .NVTAS 244 20 • 14 *Nate For double •truss General Notes 1. Steel shall conform to ASTM A653, structural grade 33 (Min. yield 33 ksi) and o minimum golvanized coating of G 60 per ASTM A525. 2. Allowable loads are based on National Desing specifications (NDS) for wood construction, 2001 Edition and Florida Building Code 2004. 3. Design loads are for Southern Pine species with a. specific gravity of 0.55. Allowable loads for other species shell be adjusted accordingly.. 4. Nail seises are based on NOS table 11P, 0°0.55 for common wire naps and hove been reduced for Penetration Depth factor CD, 5. Allowable loads for wind uplift hove elready been increased by a duration factor of 1.6 for anchor naas. 333 steel stress increase is not used In the tabulated values. - - - - . 6. Allowable loads for more than one direction for a single connection cannot be added together. A design load which can be divided into components in the directions given must be evaluated as follow= • • ••• • • • • • • reilLlieLpsti 4'• owq s i fitabi20•i.0 7. Allowable loode le ,based op 1g tilldc OooQ m • ypl�ss.etherwise noted. ••• •• • 8. All tie beams ortr? grouted concrete nmsonry shall comply with - chapters. 19 and 21 of 2004 F8C. Concrete for tie beams and. grout and mortar for concrete masonry shall be a calm of 2500 psi. Concrete masonry shall comply with AS111 csa • • ••• • • •. 9. All tests ham h•en•xe*scted .1 o>'�rdarp with AA8M D -•761! • • • • • •• • • • • • • • • • • • ••• • • ••• ••• ••• • • • _ ••• • • • • • • • • • 0•S • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • TABLE 2 Truss Anchors NVTA. and Riveted Truss Anchors with Seat NVTAS H Length On) . Product Code Gauge seat Gauge strap. No of Fasteners each strap 10d x 1.5" Maximum Allowable Load (Ibs) Uplift Single Strap Uplift Double s>, L1 Single & Double Straps L2 Single & Double Straps . 16 NVTA -16 NVTAS 212 • 20 14 NVf 18 _ NVTA -18 . NVTAS 214 20 ' 14 5 1032 2236 • 250 500 6 1127 3254 385 565 20 NVTA -20 NVTAS 216 20 14 7 1136 2272 520 630 22 - - NVTA,-22 - NVTAS 218 20 14 8 1144 ' *2285 520 630 24 NVTA -24 NVTAS 220 20 14 9 . 1153 *2306 520 630 26 NVTA -26 NVTAS 712. 20 14 10 1161 *2322 520 630 •11 1170 *2340 520 630 28 NVTA -28' NVTAS 224 20 14 12 1178 *2356 520 630 30 NVTA -30 NVTAS 226 20 14 13 1187. • *2374 520 630 36 NSA -36 NVTAS '2 20 - 14 *Note;. For double truss 8 or more nails per strap, use for double straps 48 .NVTA -48 'NVTAS 244 20 14 Perpendicular to wall L2 2v3.t9e�B1�C�F•R ggr �EYFS e} 1#�£aie She OfeeSds Au.lLaeett t35 • •).O Itssiwittem Vaal •B Reinforcements Required Parallel L to wall VIPIN N. TOLAT, PE (CIVIL) FL REG. # 12847 15123 LANTERN CREE( LANE HOUSTON, TX 77058 • bet Casual 'Q-- Concrete Tie Bearn or Tie Beam formed with concrete filled masonry O 0 -�- Notes Die. it NVTA, NVTAS Nu — Vu e Industries, inc. 1053 -1059 East 29 Street Hialeah; Florida 33013 PHONE (305) 694 -0397 FAX: (305) 694 -0398 NVTA AND NVTAS TRUSS ANCHORS DWG Sheet Date: NU -2 1 of 4 F59.13, 2003 Revisions July 7, 2003 June 15. 2003 Jan. 10, 2006 July 19, 2005 • • TABLE 3 NVBH 24= BUTTERFLY HANGER N DUCT ODE GAUGE FASTENER SCHEDULE ALLOWABLE • LOADS-Ohs-) • N x. —p. c DOWNWARD GRAVITY LOADS 71 2x6 NVUH26 14 .' . w fs 2 r.n.,, o to DOWNWARD GRAVITY LOADS 2x4 NVBH2418 12 • 6 -- 1113: Notes 1. Use all specified fasteners In schedule to•achieve- values' indicated_, 2 Values are based on 14" header and Joist Thickness 3. See General Notes, Sheet 1. SYMM_fl Mid Span •• • 2, • • ■• • • • • • • • • • • • • • • • • • • • —DDYINWARELIDAD ,. • • • ••• • ■ • • • • • • • • • • • •. •• • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • •••, • • • • • • • • • • • • • •• •• ••• • • TABLE 4 NVUH 26 JOIST HANGER Notes 1. Use oil specified fasteners in schedule to achieve values indicated. 2. Values are bored on 3" header thickness and 1} Joist thickness. 3. Sea General' Notes, Sheet 1. rneauCF&BYLBm a• Y ailikiVW10 •a • • SYMM.® Mid Span e.pierbe •.•I7� sg VIPIN N. TOLAT, PE (CIVIL) FL REG: # 12847 '15123 LAN IEhtN- CREEK LANE HOUSTON, TX 77068 UPLIFT g! DOWNWARD LOAD u — Y u e industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE (305) 694 -0397 FAX: (305) 694 -0398 NVBH 24 AND NVUH 26 HANGERS DWG # - Sheet NU -2 2. of 4 Date: FEB. 13, 2003 Revisions:July 7, 2003 June 15, 2005 Jan 10; 2006 July 19, 2006 PRODUCT CODE GAUGE FASTENER SCHEDULE ALLOWABLE LOADS (lbs.) flw- ,_ N x. —p. c DOWNWARD GRAVITY LOADS WIND UPLIFT LOAD 2x6 NVUH26 14 20 10 2233 - 1213- Notes 1. Use oil specified fasteners in schedule to achieve values indicated. 2. Values are bored on 3" header thickness and 1} Joist thickness. 3. Sea General' Notes, Sheet 1. rneauCF&BYLBm a• Y ailikiVW10 •a • • SYMM.® Mid Span e.pierbe •.•I7� sg VIPIN N. TOLAT, PE (CIVIL) FL REG: # 12847 '15123 LAN IEhtN- CREEK LANE HOUSTON, TX 77068 UPLIFT g! DOWNWARD LOAD u — Y u e industries, Inc. 1053 -1059 East 29 Street Hialeah, Florida 33013 PHONE (305) 694 -0397 FAX: (305) 694 -0398 NVBH 24 AND NVUH 26 HANGERS DWG # - Sheet NU -2 2. of 4 Date: FEB. 13, 2003 Revisions:July 7, 2003 June 15, 2005 Jan 10; 2006 July 19, 2006 • • TABLE 5 NVRT Flat and Twisted Rafter Ties Length (in) Product Code Gauge 12 NVRT -12 14 . 16 NVRT-16 • 14 18 NVRT --18 14 20 - NVRT -20 . 14 22 NVRT -22 14 • 24 NVRT -24 14 30 NVRT -30 14 36 NVRT -36 14 48 NVRT -48 14 16d Fasteners Maximum Up ift Load (Ibs) TOTAL ,ra e's Flat Ties Twisted. Ties " 8 4 725 724 10. 5 861 860 12 6 998 996 14 7 1135 1132 Note.:. 1. Specify "r for Flat and `i for Twisted when ordering. 2.. Fastener values are based on o minimum 14 thick wood members. 3. Indicates no. of nails in each connected wood member. 4. See General Notes, sheet 1. IFNGTH • •• •• ••• •,••HF • • • • HALF � • • • • Connected • • • • • io two • •-S • •to watt • • •• ••• •• • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • ••• • • • • • LENGTH • • • • • • • • • • •• • • • • • •• • ••• • • • • • • • • • • • • • •• •• ••• • • UPLIFT to:10 n . edge distance Reinforcement requred TABLE 6 NVRT Twisted' Rafter lies to Concrete Tie Beams or Concrete Filled Masonry Length (in) Product Code Gauge - 12. NVRT-12 14 16 NVRT-16 14 18 . NVRT - -18 14 20 NVRT-20 • 14 22 NVRT -22 14 24 NVRT -24 14 30 NVRT 30 14 36 NVRT-36 14 48 NVRT -48 14 Notes: No. of 16d nails to Wood Framing. No. of 4." diameter Tapcons. to Concrete Maximum Uplift Load (Ibs) 4 6 722 5 7 856 6 5 991 7 . _ 9_. 1125 1e 1. ITW tapcons shall be embedded a minimum of 1y," into concrete tiebeorn cr tiebeam formed with concrete filled mcsonry. ITW tapcons shalt have a min. edge distance of 24" and minimum spacing of 1 ?" as shown. 2. See General- Notes, sheet 1. 3. All tapcons must be in the same row space at 1%2" on centers. Do not use holes in the opposite row. Strap must be long enough to accommodate required tapcons. Zr Ekpo Lartexo. see ..-.. Tie Beam formed with concrete flied masonary or concrete tie bee= VIPIN- N. TOLAT, PE (CIVIL) FL REG. # 12847 15•3- LANTERN CREEK -LANE HOUSTON; 7X 77068 1e 2 1» I. 1= 4. 2. 4 12 NVRT Anchor Holes dia. 3" Do not Use circled holes 16d "Tapcons \ u — V u e industries, Inc. • 1053 -1059 East 29 Street Hialeah, Florida. 33013 PHONE: (305) 694 -0397 FAX (305) 594 -0398 NVRT FLAT AND TWISTED RAFTER TIES DWG #:. NU -2 Sheet 3 of 4 Date: FEE. 13, 2003 ReVISbns;Juiy 7, 2003 June 15, 2005 Jan. 10, 2006 July 19, 2006 • rus picte required to trcnsfer load to bottom chord —• - --^ Double Strap Double Truss Reinforcements Required Concrete Tie Beam or De Beano farmed with concrete filled �asonrY • • . •• • • • .•. • • • •.. • • • • •. • .. • ••- • •.• •'• • • . • • •• • • ••• • • • • • • • • • • • • • • • • • • • • •• • • ••• • "• • • • • • ••i ••� • •_• • • • • • • • • ••• • • •.• • • • • • • • • • • O • • • • • ••• •• • • •• •• •• ••• • • 5 Nags in Front (M n.) Nails 10dx1.5" Naps on Frcet. ec Dock Moil be off centered TABLE 7 Truss Anchors NVTH ti. Length {in) "Product. Code • .Gauge seat Gauge strap 12 NV1H16 18. 14 14 NYCH -18 18 14 16 NV1H -20 18 14 18 NVIH -22 18 -14 20 NVTH -24 18 14 No.. of Fasteners in each Strap. 10d x 1.5" Maximum Uplift Loads (it's) Single Strap on Single Truss Double Straps on Double Truss —• 1032 2064 6 1222 2444 .7 1275 2550 8 1329 2658 9 1383 2766 10 • 1437 2874 22 NVIH -26 18 14 24 NVTN -28 18 14 26 N V3H -30 18 14 32 N Vfii -36 18 14 44. NVfH -4$ 18 14 VIPIN N. TOUT, PE (0I41L) ICI ' R20: # 12847 15123 LANTERN OEM LANE HOUSTON, TX• 77088 • 11 1490 2980 12 1544 3058 13 1598 3196 NVTH Nu — Vu a Industries, too. 1053 -1059 Bast 29 Street Hialeah. Florida 35013 Phone: (305 694 -0397 Faa (305 694 -0398 KVTH ANCHORS DWG #: Sheet Date: NT_T-2 4 of 4..ULY 19. 2003 Revisions: • • • I MADE BIBIDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) M L4M1 -D.ADE COUNTY, FLORIDA METRO DADE FLAGT BR BUILDING 140 WEST FLAGLER STREET, SUITE 1603 ' MIAMX, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 .NU VUE Industries Inc. 1'055 East 29 Street. Hialeah, Florida 33013 . SCOPE: . This NOA is being issued under the applicable rules and regulations governing the use of construction materials. documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted jr the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH.1). This NOA shall not .be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami •Dade County) Mid/or the ART (in areas other than Miami Dade County) reserve the right to have this preduet or material tested for quality as'su'rance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AT-11 may immediately revoke, modify, or suispend the use Of such product or material within their jurisdiction BCPR.0 reserves the right tc� revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or Material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including High velocity Hurricane Zone. I!IESCRIETIONt Weed Connectors. APP1.1.OVAL DOCUMENT: Drawing No.Nu -S, titled "Skewed Nail Plate, NV358 &' N'V458 with Double NVTH Straps, HS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat" sheet 1, through 4 of 4, dated 04/15/04 with last revision on 09/20/04, prepared by Nu -Vue Industries hie signed and sealed by V. N. Tolat, PE, bearing the Miami -.Dade County Product Control Approval stamp with i . the Notice of Acceptance (NOA) number and approval date by the Miami -Dade County Product Control Division. NTJSSILE IMPACT RATP4G: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miazrii -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively af'f'ecting the performance of this product. TERMINATION oftbis NOA will oceur after the expiration date or if there has been a revision 'or charge iit the iaterials, use, and/or inariuf cture of the product or process. Misuse of this NOA as an eiidersepwj t of a • • • • • • : • product, for sales, advertising or any other purposes shall automatically terminate this NOA. t'tilute to co • • • '1 • • • •: • 'th any section of this NOA shall be cause for terniination and removal .of NOA. • A VERTXSEMENT: The NOA tainiber preceded by the words Miami�Dade County, Flg4cj4, and fpllovued by • • the expiration date may be displayed in advertising literature. If any portion of the NOA ifdispleyed, tIiei shall • be ?done in its entirety. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacture? bra distributors and shall be available for inspection at the job site at the request of the Building Official. i OO • This NOA consists of this page 1, evidence page & approval document mentioned above. • Thy submitted documentation was reviewed by Ca. ' . y nt PE. •. • • /2 •••• • • •••• ••• • • • •• • • NOA No 04- 0510,03 Expiration Date: December 23, 2009 Approval Date: December 23, 2004 Page 1 • •• OOOOOO • • • • • Nu -Vue Industries, Inc. A 1. NOTICE OF ACCEPTANCE: EVIDENCE PAGE DRAWINGS Drawings prepared by Nu -Vue Industries Inc, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTH/NVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVSTA Heavy Duty Anchors with Seat ", Drawing No. NU -5, sheets No. 1, through 4 of 4, dated 04/15/04 with last revision on 09/20/04, signed and sealed by V. N. Tolat, PE. B TEST Test reports on wood connectors per ASTM D 17 G 1 b C. R. Caudel, PE. Report No. Wood Connector 1. PT # 03 -4482 NVSNP3 2 PT # 03-4625 NVHCL/R 3 PT # 04-4641 NVSTA -2411 4. PT # 04 -4698 NVTH24 5 PT ## 03- 4590 NVTH26/NV458 6. PT # 04 -4642 VITA. 24H 7. PT #034543 NVTII20/NV358 y Product Testing Inc, signed and sealed by Direction Downward Up& Sideways Up& Sideways Up& Sideways Sideways Up& Sideways Up& Sideways Date 09/15/03 01/21/04 03/17/04 04/15/04 12/31/03 03/22/04 12/19/03 C CALCULATIONS Report of Design Capacities prepared by V. N. 'Polar on 04/27/04, sheet 1 through 12, signed and sealed by V. N. Tolat PE. QUALITY As. str.tA.NCE Product Control Division E STATEMENTS' + NTS' 1. Code coinplianoe letter issue by V. N. Tolat on 04/27/04 signed and sealed by V. N. Tolat, PE. 2. No interest letter issued by V. N. Tolat on 11/03/04 signed and sealed by V. N. Tolat, PE. • • • • • •• • ••.••• • 000000 •••• • • • • •. •• ••. • • • •••• • ••• • •• • • •• • • • • • • •• •••• • • E -1 •••• • •••• at at ?. Pont ex.. Sr. Product Control Exani1neir • • NOA No 04- 0510.03 Expiration Date: December 23, 2009 Approval Date: December 23, 2004 • 1 •••••• • •• •••••• • • •••.•• .•••. • • • • ' • • • • • • 1 1d4 3£e .1 Hole pattern 1s 1 Holes 3fa. diu. mirror image of the oppste side 3` TABLE y SKEWED NAIL PLATE • Product d Coe O to Allowable Loads ibs Each End -a ity Uplift NYSNP3 16 ' 0 0 594 - 0 ' O 0 \ X 3F`, 0 0 0 1d4 3£e .1 Hole pattern 1s 1 Holes 3fa. diu. mirror image of the oppste side 3` TABLE y SKEWED NAIL PLATE • Product d Coe Steel Gauge Fastener Schedule Allowable Loads ibs Each End -a ity Uplift NYSNP3 16 ' ...• (6) Bd x 1.. 578 - 594 - For Uplift, use two NVSNP3, one of top chord and one at bottom chord of the supporting and supported Trusses. in compliance with section 2321.7 of the FBC. Notes: ✓ • • •• ••• • • • • • • • 1. Usa 6 nail l�le� �jr: eielu flange. • • • •• • • • •• • • • • • 2. Do not bend► nal Oo eem lAlo %i1 e. •• ••• • NVSNP3 - Instolintion era i�amti9 � • 4 3. Supporting member. shall be in the acute angle side with other flange behind the ' end of supported member (see s<eech.) 4 • • • • • • • • • • • �•• • • • • • • • • • •• • • • • • • • • • ••• ••• • • • • ••• • • ••• • • • • • • ■ • • • • • ••• • • • • ••• ••••• ••• •• • • • • •• General Notes; / L. Steel shall conform to ASTM A653, structural grade 33 (Min. yield - 33 ksi) and a minimum galvanized coating of C 6G per ASTM A525. 2. Allowable loads- are based on National E esing specifications (NDS) for wood construction, 1997 Edition, - 3. Design loads are for Southern Pine species with a specific gravity of 15.55. Allowable loads for other species shall be adjusted accordingly.. 4. Common wire nat7 valves are teased an NDS table 12.3F, and have been reduced for Penetration Depth factor Cd. 5. Allowable loads for wind uplift have already been increased by a duration factor of 33% for anchor nail. This increase is not allowed - for steel stress if dead load and wind loads are combined. load - values shown • are, without 33% steel stress increase. 6. Allowable loads for more than a single connection cannot be - added together_ A design load which is divided into components in - the direction given must be evaluated as follows: Actual Uplift Actual Li Actual L2 Allowable Uplift } Allowable L1 , Allowable L2 < -1.0 - 7. Allowable loads are 'based on 1)12" thick wood members unless - otherwise noted. - 8. All tie beams and grouted' concrete masonry shall comply with chapter 21 of FBC. Concrete for -tie beams and grout and mortar for-- concrete masonry shall be a minimum of 2500 psi. Concrete masonry shall comply with ASTM C90. 9. All tests have been conducted in accordance with AS-11 D- 1761. MON N. TOLAT, PE (CIVIL) PL. R30. # 12847 ss 15128 LANTERN CREEKLANE HOUSTON, TS 77088 N— Vue Tadnsh #es, inc 1659- 1059-East. 24 Street Hialeah Merida 33013 .M6)694-0397 B,AX: (90$) 694 -0396 MEWED NAIL MATE I3WG* Sheet: Tate: NU -5 1+7E4 .Aps.ts. Revisions: Sept 20, 2004 • TABLE 2: NV358 2-140 Double NVTH Straps with 2. ply 180 seat Assembly Product Code , 14G Strap Product Code Dimension H (inches) hi V358 -12 NVIH18 • 12 NV3.58 -14 NVIH18 ' 14 ' NV358 -16 NVi620 16 NV358 -20 'NVi124 20 ' NV358 -22 NVf1i26 , 22' NV358 -24 NV1H28 - 24 ' NV358 -26 NV1H30 26 NV358 -32 NVIH36 32 NV358 -44 NVTH48 Noisy. Total No. of f=asteners in 2 Straps 10d x 3 Total No. of Fasteners in Seat 10dx3'- Allowable Loads (ibs) Uplift 11 L2 8. 8 2245 - 1961 - 839 , 10 8 - 2525 , 2206- 2068 - 12' 8• 2806 2296 14' 8 3086 , 2697. 18 & • 3367 • 2942 1. Minimum embedment into concrete 2 Nails are necesary a straps and seat to achieve design loads.' 3. See Note 6 (Sheet 1) for combined load - 4. Ngds through chards shalt not force the truss. piste on the apposfte side. 1/4 L 3 ply seat HN45a • • ! • • .P wn • Slot 0.203`X 1" 2 sty watt tr1358 P61 /4'dlo. Fir te, , • • � A • • • • • • • • • • • • • • • a • • • • • • • ■ • s H • • • • • • •. • ••• • • • • ••• • • • • • • , 10-. bfal '/ Truss plate required to tcttom t oad t9 8af- WiiBf$e. bottom chord Room TABLE 3: NV458 — 140 Doutsle NVTH Straps with 3 ply 180 seat Assembly Product Code 14G str4lp . Product Code • Dtrnension H (inches) Total No. of Fasteners in 2 Straps- 10d ?c Total' lam. of Fasteners in Seat 10d x 3" Allowable Loads (Ibs) ups Li L2 . NV458 -12 1SV11-115 12 8 8 2245 ' 2783 2078 NV458 -14 NV1B18 14. le 8 2528 5131 2338 NV458 --1E 4FVIH2O 18 • 12 6 2806 3479 2597_ NV458 -20 . 14VTH24 2i) 14 8 3086 ' 38'.[1 2857 NV458 -22 14v11H28 22 16 6 3387 4175 3117 NV458 -24 14VTt428 24 , $ . NV458-26 ikwn430 26 NV458 -32 NVT6i3e 32 Y 2' NV453 -4.4 .NvrH4g 44 Holes Dia.' S° I i •I • • • ••• • ••• • • • • • • • • • • � •�� molar >r Rainferssroorrts 213am111 t.''` -'—"ti° 144111111611) Required wr a -Concrete 11e Beam - - -or Ale 13eam fotmed *Rh -Concrete tiled }dasonrrt SIN 1'OLAZ: PE (CM.) FL. TOG. 12847 1<s123 la=1014,1X 7708 164 Holes Dial %" • i 15G Seat Detail NV358 and NV458 Nu-Vue Tadustrles, Inc. • 1063 -1059 East 29 Street • 15elea3�. Merida 99013 (8051694 -0997 FAX: 0051694--0398 NV358 & 5V'458 Wflkl DOUBLE 13V'1Ii.S"J RAPS liWpr � NU -5 Sheet 2of4 Date .66L33, 2004 Revisiorei • Sept. 20, 2004 ••• • • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • •o• • • • • • • • • • •• •• • s TABLE 4 Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS Reinforcem its Required Length (in) Product Code Gauge seat Maximum Allowable Load (Ibs) Uplift Parotid to wall J Concrete Tie Seam or lie Beam formed wlth concrete lined 6630 - NVIHS 214 1117 / TABLE 5 ' HURRICANE CLIPS ' Product Gou a Fasteners i0d x 11� `Allowable Loads (lbsj Code Description g Header Joist upsfft LI L2 NVHCR .' HURRICANE CUP — RIGHT • 18 S - S' 525 253 333 NVHCL ' HURRICANE CUP — LEFT ' 18 8 6 525 253 333 For Uplift, use two clips, one on each side to comply with section 2321.7 of the F$C .NVili -24. 1396 1490 ' NVfH -25 1598 / NVTHS 224 NV li -30 NVl-;S 226 NVfH -36 NVTHS 232 NVlHS 244 Cross- Section hole dlo.=Q.178' -- WIN N. TOLAT, PE (CIV.Il ) L_ BEG. #22847 15123 LANTERN CREEK LANE ' HOUSTON, TX 77068 Nu-Vue rnd�mee In=. NPffi / NVTHS ANCHORS & NVHC BIBRICANE CLIPS • • • • • • 0✓ • • • • • • • • • • • ••■ •' • ••• • • * • • • • ■ • • • ••• • • • • • • • • • • • • •• •• •• •• • ••• • • TABLE 6 .r TABLE 7 NVSTA —Heavy Duty Anchors with 14G NVTH' Straps and 1 ply 20G seat NVHTA Heavy Duty Anchors with 14G Double NVTH Straps and 1 ply 20G seat Assembly Product Code 14G Strap Product Code Dimension H (inches) Total No. of Fasteners in Strap 10d x 1) " Total No- of .Fasteners in 20 GA. Seat 10d x 1r Allowable Loads (lbs) Uplift 6 u 8 L2 e NVSTA -12H NV11116 • 12 / 5 6 1308 ' 700 - 1049 ' 6 8 - 1426 ' 760'' 1144 ' NVSTA -14f1 NV1H18 , 14 - 7 6 _ 7545 823` 1239.~ NVSTA-16H NV [1120 16 , 8 ' 6. 1664' 887 ' 13351 9 5 1783 ' 950' / 1430 NVSTA -20H NV1H24 , 20 • 1 ' ' i NVSTA -22H NV1H26 •' 22 , NVSTA-24H NVTH28, 24 X. 1 .. D NVSTA -26H NVTH30' 26 . ! • _" Q s `{ ■ NVSTA -32H NVTH36' 32 , 4 \Hot Die i( Holes Dtc3 �• L, -_zr- B• NVSTA -44H NV1H48 4-4 , 4" Mtti , Concrete Embedment 1, I UPLIFT •• •• •• 1• ••62 • • • • • • ��j � • ••• • /i. • •• •-�- �'russ•pia• r4m-ed • to transfer / • • uplift to bottom chord. ?OG Seat NVSTA i 12H throght 441-1 Assembly Product Code 1-4G Strap Product Code Dimension H (inches) Total. No. of Fasteners in two Strops 10d x Total No. of Fasteners in 20 GA. Seat 10dx1Y2" Allowable Loads (ibs) 6 Uplift Uplift 5 L1.6 NVr11A -12H' NV11416 12 - NVHTA-14H NVIli18 • 14 NVHTA-16H NV1H2O' 16 - 10 6 1772 2078 1050 - 1450 12 6 1994 / 2338 1181 - 1631 - 14 6 2215 / 2598 1312 • 1812 " 16 5 2437 / 2858 1444 - 1994 " NVHTA -20H NVJH24 2U - NVHTA-22H NY11#26 22 NVSTA-24H NVTH28 A 24 NVHTA-25H NV0130 ' 26 - NV tTA -32H NVTHi33 32 • NVSTA-44HHH NVi}i48 ' NYHTA • • • • • L1^ •• • • • • • . • • • • • • Reinforced Concrete tig beam en. •Tog. dr•boi•em • • 0 • ••• • • • ••• • • ••• • • • • • • • • • • • • • �•� • 0 • • • • • •• •• • • • •• •• • ••• • • • ••• Truss plate required to *.unfer upliRt to bottom chard. Reinforced Concrete to beam Min. 20 Top do bottom 18 6 2658 , 3117 / 1575' 2175 Notes: 1. Nalls are necessary in straps and seat to achieve, desing loads " 2. See note 6, sheet 1 for combined loading. 1 3. Nails through chords shall not force the truss plates. • 4. For general notes, see sheet 1. • 5. For higher uplift loods, concrete shall be 3000 psi- 5. Based on min. 2500 psi concrete. - 96susiDeds 6seivol lAsigiou • VI INN. TOLAT, PE (CIVM) FL. ice. # 12847 . J.Si23 i.A2& r.V. EN GREEK "- HOUSTON, TX- 77068 tjj � r Lam. Side View 20 GA. Seat Nu - v ue Iuch>sh'ies, Inc. 1063 -1069 East 29 Sheet Blaleah, F)Dtida 33018 (305) 694 -0397 FAX (305) 694 -0398 NVST8. &NY-ETA I5A.VY DUTY ANCHORS WITH SEAT DWG* Sheet: Date: Revisions: 5 4 of 4 AM, 2004 Sept 20, 2004 • Suite. .o MiarnrFlo RAVE Tel.:( jj'g„} Fax. (3 d ��,, .3122 Mr. Leonardo Docking Addition AT 308 N.E. 96 St Miami .Shorers, Fl, 33138 STRUCTURAL AL CALCU LATI NS )r � T 1. LSUS.; STAZ E. Off- u rem red By: aissa Lopez , PE Lic.. No. 59399 .. ••• • • • • • •• • . 0 • • 0 • •• ••• •• • • • •• .• • • • • • • • • • • • • • • • • •• • • • • • • • • • • . • • • . • . • • • • • . . • •.. 000 • 000 • • • • ••. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 •• • • • •• •• 000 • • • 000 • • • • 7/23/2009 WIN.D02 v2 -03 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Description: MR. LEONARDO KOCKING RESIDENCE Analysis by: E.M. Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, 11, 111, or IV) 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope. of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 0.85 Eave Height (Eht) 8.75 ft Ridge Height (RHt) 14.75 ft Mean Roof Height (Ht) 12.17 ft Width Perp. To Wind Dir (B) 75.00 ft Width Par.-al. To Wind Dir (L) 76.67 ft Fig 6 -5 Internal Pressure Coefficients for 'Buildings, G.cpi Condition Type of Structure Height/Least Horizontal Dim 0.16 Flexible Structure No Fig 6 -5 Internal Pressure Coefficients for 'Buildings, G.cpi Condition Importance-Factor 1 Hurricane Prone Region (V>100 mph) Table 6,2 Values Alpha = 9.500 0.00 zg = 900.000 ...D.. Enclosed Buildings 0.18 r1 100 ry i ., tl to r s ,art: l r 1 0.18 ,:,01.4.! 6 Zm At= 0.105 Bt = 1.000 Bm = 0.650 Cc * (331z) ^0.167 Cc = 0.200 I = 500.00 ft Epsilon = 0.200 427.06 Zmin = 15.00 ft Fig 6 -5 Internal Pressure Coefficients for 'Buildings, G.cpi Condition Gcpi • +for z ... °�® : igid l Lures. �p ffi h d :, �... r .....: Gust1 0.00 For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85 ...D.. Enclosed Buildings 0.18 r1 100 ry i ., tl to r s ,art: l r 1 0.18 ,:,01.4.! 6 Zm Zmin 15.00 ft lzm Cc * (331z) ^0.167 0.2281 Lzm 1 *(zm/33) ^Epsilon 427.06 ft Q (11(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0.9011 Gust2 0. 925 *((1 +1.7 *Izm *3:4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8730 I y f Yr .� .. '.,`. G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.85 Fig 6 -5 Internal Pressure Coefficients for 'Buildings, G.cpi Condition Gcpi Max+ Max- - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 ...D.. Enclosed Buildings 0.18 : -0.18: Enclosed Buildings 1 0.18 ,:,01.4.! 6 Eastem Engineering Group • • • • *. • • • • ... • .. • • • .. • • • • • • ... • ... • .. • • • • • • • • • . • • .... ... . .. • • • ... •.. • ... • • • • .. • • • • • • • • • • • • • 0* •• • • • ;.•age No. 1 of 4 ••• • • • ••• • • • • 7/23/2009 WINDO2 v2 -03 Detailed Wind Load Design (Method 2) per ASCE 7 -02 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights "Bev 0 Kz Kzt qz 1b /ft"2 Pressure (Ib/ft"2) Windward Wall* +GCpi -GCpi 15 0.85 1.00 39.37 19.69 33.86 Figure 6-6.- External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) PRILVEREIPETI L L �aliPessrolipe fO l'rXii .'. _.ilP. Surface Kh 2..01 *(15 /zg) ^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256 *V ^2 *I *Khcc *Kht *Kd 3937 :psf �aliPessrolipe Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 Roof Area (sq. ft.) Reduction Factor 1.00 Eastem Engineering Group •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •••• ••• • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • age No. 2 of 4 • •• •• • • • • • ••• • • • ••• • • • WINDO2 v2 -03 7/23/2009 Detailed Wind Load Design (Method 2) per ASC.E 7 -02 * Horizontal distance from windward edge Figure 641 External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.868 Eastem Engineering Group 2 - _3. 1.2 _r3 a a a Gabled Roof 7 < Theta < =45 4.87 ft •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ▪ ••• • • • • • • ••• •Pitge No. 3 of 4 • ••., • • • ••• • • .i 1 ®1 Leeward Walls (Wind DirNormal to 75 fit wall) -0.50 -23 :67 -9.50 Leeward Walls (Wind Dir Normal to 76.67 ft wall) -0.50 -23.82 -9.65 Side Walls -0.70 -30.52 -16.34 dof ltIfind tormal Act iRidge..(Th eta > =10) --for Wind=Normal3o 8 oe Windward - Min Cp -0.54 -25.11 -10.94 Windward - Max Cp -0.03 -8.25 5.93 Leeward Normal to Ridge -0.46 -22.53 -8.36 Overhang Top (Windward) -0.54 -18.02 -18.02 Overhang Top (Leeward) -.046 - 1.5.44 -15.44 Overhang Bottom on Windward only) 0.80 26.77 26.77 _cApplicable 11 i mint r 11C to ldge0Critleta) or`WindiNormaM 7 741. Dist from Windward Edge: 0 ft to 24.34 ft - Max Cp -0.18 -13.11 1.06 Dist from Windward Edge: 0 ft to 6.085 ft - Min Cp -0.90 -37.21 -23.03 Dist from Windward Edge: 6.085 ft to 12.17 ft - Min C -0.90 -37.21 -23.03 Dist from Windward Edge: 12.17 ft to 24.34 ft - Min C -0.50 -23.82 -9.65 Dist from Windward Edge: >24.34 ft -0.30 -17.13 -2.95 * Horizontal distance from windward edge Figure 641 External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.868 Eastem Engineering Group 2 - _3. 1.2 _r3 a a a Gabled Roof 7 < Theta < =45 4.87 ft •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ▪ ••• • • • • • • ••• •Pitge No. 3 of 4 • ••., • • • ••• • • • 7123/2009 WIND02 v2 -03 Detailed Wind Load .Design (Method 2) per ASC.E 7 -02 le Click on any data entry line to receive a help Screen Component Width (ft) Span (ft) Area (ft "2) Zone GCp Wind Press (Ib /ft^2) Max Min Max Min 10SF ZONE 1 10.00 1 0.50 -0.90 26.77 -42.52 20SF ZONE 1 20.00 1 0.44 -0.87 24.40 -41.34 50SF ZONE 1 50.00 1 0.36 -0.83 21.27 -39.77 10SF ZONE 2 10.00 2 0.50 -1.70 26.77 -74.02 20SF ZONE 2 20.00 2 0.44 -1.55 24.40 -68.10 50SF ZONE 2 100.00 2 0.30 -1.20 18.90 -54.34 10SF ZONE 3 10.00' 3 0.50 -2.60 26.77 - 109.46 20SF ZONE 3 20.00 3 0.44 -2.42 24.40 - 102.35 50SF ZONE 3 50.00 3 0.36 -2.18 21.27 -92.95 10SF ZONE 4 10.00 4 1.00 -1.10 46.46 -50:40 20SF ZONE 4 20.00 4 0.95 -1.05 44.37 -48.31 50SF ZONE 4 50.00 4 0.88 -0.98 41:60 -45.54 0.00 10SF ZONE 5 10.00 5 1.00 -11.40 46.46 -62.21 20SF .ZONE 5 20.00 5 0.95 -1.29 44.37 -58.03 50SF ZONE 5 50.00 5 0.88 - 1.15 41.60 -52.49 overhangs 10SF ZONE 2 10.00 2H 0.50 -2.20 19.69 -86.62 20SF ZONE 2 20.00 2H 0.44 -2.20 17.32 -86.62 50SF ZONE 2 50.00 2H 0.36 -2.20 14.18 -86.62 10SF ZONE 3 10.00 3H 0.50 -3.70 19.69 - 145.68 20SF ZONE 3 20.00 3H 0.44 -3.34 17.32 - 131.46 50SF ZONE .3 50.00 3H 0.36 -2.86 14.18 - 112.66 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Eastem Engineering Group •• ••• • • • • • •• • • . • •• ••• •• • • • •• .. • . 0 • • • .. .... ... •• • • • • • • • • • • • • • . . • • • • • . • • • 0 . ... ... • ••. • • • • .•. • • • • • • • • • • • • • ••• • • • • :.'.: • • 7/23/2009 WIND -05 Detailed Wind Load Design (Method 2) per ASCE 7-05 Description: 09 -122 Kocking Analysis by: E.M. Structure Type :Building Basic Wind Speed (V) 146 mph Struc Category (1, 11, 111, or IV) 11 Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.0 :12 Slope of Roof (Theta) 14.0 Deg Type of Roof Gabled Kd (Directonality Factor) 1 Eave Height (Eht) 8.75 ft Ridge Height (RHt) 14.75 ft Mean Roof Height (Ht) 12.17 ft Width Perp. To Wind Dir (B) 75.00 ft Width Paral. To Wind Dir (L) 76:67 ft Fig 6 -5 Internal Pressure Coefficientslor Buildings, Gepi Condition Type of Structure Height/Least Horizontal :Dim 0.16 Flexible Structure No Fig 6 -5 Internal Pressure Coefficientslor Buildings, Gepi Condition a x l e i s, a Importance Factor J 1 Hurricane Prone Region (V >100 mph) 'Table 6 -2 Values Alpha= 9.500 0.85 z_g = 900.000 .,.. Zm Zmin 15.00 ft izm Cc * (33/z) ^0.167 0.2281 At= 0.105 I *(zm /33) ^Epsilon Bt = 1.000 427.06 Bm = 0.650 ( 1/( 1+ 0: 63 *((Min(B,L) +Ht) /Lzm)"0.63)) ^0:5 Cc = 0200 0.9011 1= 500.0.0 ft Epsilon = 0.200 0.8730 Zmin = 15.00 ft Fig 6 -5 Internal Pressure Coefficientslor Buildings, Gepi Condition a x l e i s, a e e 'rsJ i3 .._ n3 Gust1 For rigid structures (Nat Freq> 1 Hz) .use 0.85 0.00 0.p• • 0.t$ 0.00 •:-6.516 .: -$A$ 0.85 Enclosed Buildings 0.18• al.: 40.11 .,.. Zm Zmin 15.00 ft izm Cc * (33/z) ^0.167 0.2281 Lzm I *(zm /33) ^Epsilon 427.06 ft Q ( 1/( 1+ 0: 63 *((Min(B,L) +Ht) /Lzm)"0.63)) ^0:5 0.9011 Gust2 0. 925*(( 1+ 1.7 *Izm *3.4 *Q) /(1 +1:7 *3::4*Izm)) 0.8730 1 G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.851 Fig 6 -5 Internal Pressure Coefficientslor Buildings, Gepi Condition Gepi Max-+ Max - Open Buildings Partially Enclosed .Buildings Enclosed Buildings 0.00 0.p• • 0.t$ 0.00 •:-6.516 .: -$A$ • • ! Enclosed Buildings 0.18• al.: 40.11 '4 Eastern Engineering Group • • .• • • • • • • • • • ••• • ••• • • • • •0 •• • • • • • • •• •.••• ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • •00 ••• • • 00 • • • • 000 • • • • • • • • • • • • • 0041 • • • • • • • • • • • • • • •• •• • • • 00 00 O 00 • • • 000 • • Page No. 1 of 4 • • WIND -05 Detailed Wind Load Design (Method 2) per ASCE 7 -05 6.5.123.1 Design Wind Pressure - .Buildings of All Heights Elev 0 Kz Kzt qz Ib /ft" 2 Pressure (Ib /ft"2) Windward Wall* +GCpi -GCpi 15 0.85 1.00 46.32 23.16 39.84 ,Figure T6 -.6 -- External Pressure Coefficients, Cp Loads on Main Wind -Force Resisting Systems (Method 2) L 4 L yY1iO�[7, t.,F L L i � j {. " .. �P Surface Cp Kh 2.01 *(15 /zg) ^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V)A2 *1 *Kh *Kht *Kd 46.32 psf Khcc Comp .& Clad: Table 6 -3 Case 1 0:85 Qhcc .00256 *V ^2 *1 *Khcc'*Kht *Kd 46.32 psf 3 . ..::. hill re elJ+{j+7,S `3.. Surface Cp Windward Wall (See Figure 6.5.112:2.1 for Pressures) 0:8 e Roof Area (s . ft.) Reduction Factor 1.00 Leeward Wails (Wind Dir Normal to 75 ft wall) Leeward Walls (Wind Dir Normal to76.67 ft wall) Side Walls -0.50 -27.85 -11.17 -0.50 -28.03 -11.35 -01(1' ..: 59p'. ':19.2.2' .Roof lAfind`Normai to Ridge<(Theta Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Applicable on Windward onl ) 10)- for WimdlNorrnal fo. ftta e. -0.54• ••: !21352•' :12.87• -0.03 -9.70 6.97 -0,46 . -26.51. -943 4/54: : :212: ' -21.Z1 4146: 46 :: ' :1$.1 ?' '-18.'17 0780 • !1.5b• • 31X5'0 Eastern Engineering Group •.. • • • • • • • • • • • • • • • .. .•. • • • • .•. • • • ... • • • • • • • • • • ... 7/23/2009 • • .. .. • • • • • • Page No. 2 of 4 • 7/23/2009 • WIND -D5 Detailed Wind Load Design (Method 2 p er ASCE 7 -05 ` od ' Iirldfl r iidi o i ge. AII:Theta), for inclINormaltto76.„67 ft ace Dist from Windward Edge: 0 ft:to24.34'ft - Max Cp -0.18 -15.43 1.25 Dist from Windward Edge: Oft to 6.085 ft - Min Cp -0.90 -43.77 -27.10 Dist from Windward Edge: 6.085 ft to 12.17 ft- Min C -0.90 -43.77 -27.10 Dist from Windward Edge: 12.17 ft to 24.34 ft - Min C -0.50 -28.03 -11.35 Dist from Windward Edge: > 24.34 ft -0.30 -20.15 -3.47 * Horizontal distance from windward edge Figure 6 -11 - :External Pressure Coefficients, GCp, Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.868 =_> a 2 1 2 a as Gabled Roof 7 < Theta <= 45 4.87 ft ine to receive a help Screen Component width (ft) Span (ft) Area (ft"-2) Zone GCp Wind Press (lblir2. Max Min Max Min 10 or Tess AREA 1000 4 1.00 -1.10 54.66 -59.29 10 or less AREA 10.00 5 1.00 -1.40 54 :66 -73.19 11 AREA 11.00 4 0.99 -1.09 54.32 -58.95 11 AREA 11.00 5 0.99 -1.39 54.32 - 72.51 12 AREA 12.00 4 0.99 -1.09 54.01 -58.65 12 AREA 12.00 5 0.99 -1.37 ' 54.01 -71.89 13 AREA 13.00 4 0.98 -1.08 53.73 -58.36 13 AREA 13.00 5 0.98 -1.36 53 :73 -71.33 14 AREA 14.00 4 0.97 -1.07 5347 -58.10 14 AREA 14.00 5 0.97 -1.35 53.47 -70.80 15 AREA 15.00 4 0.97 -1.07 53.22 -57.85 15 AREA 15.00 5 0.97•• •••-1I• 56. • 70.31 16 AREA -- 16.00 4 0.96„ .:-1.0$ :: _ `9 • -57.62 16 AREA 16.00 5 0.96•' • 0 -1:33 • • 5249 . • -69.85 17 AREA -- 17.00 4 0.96 -1.06 52.78 -57.41 17 AREA 17.00 5 0.96 • -1.F 52.78 69.42 18 AREA 18.00 4 :•95 ; -tot ; • 52.57i :1'17.20 18 AREA 18.00 5 p.R5 ; •-t3j • 52. §! : 19.01 19 AREA 19.00 4 0•95 • -1.05 • • 52.38• 6- -57.01 Eastern Engineering Group • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •' • • • • • • • •' •. Page No. 3 of 4 ••• • • • ••• • • • 7/23/2009 • • WIND -05 Detailed Wind Load :Desictn (Method 2) per ASCE 7 -05 19 AREA 19.00 5 0.95 =1.30 52.38 -68.63 20 AREA 20.00 4 0.95 -1.05 52.20 -56.83 20 AREA 20.00 5 0.95 -1.29 52.20 -6826 21 AREA 21.00 4 0.94 -1.04 52.02 -56.66 21 AREA 21.00 5 0.94 -1.29 52.02 -67.92 22 AREA 22.00 4 0.94 -1.04 51.86 -56.49 22 AREA 22.00 5 0.94 -1.28 51.86 -67.59 23 AREA 25.50 4 0.93 -1.03 51.34 -55:97 23 AREA 25.50 5 0.93 -1.26 51.34 -66.54 24 AREA 73.50 4 0.85 -0.95 47.57 -52.21 24 AREA 73.50 5 0.85 -1.09 47.57 -59.02 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Eastem Engineering Group •• ••• • • • • • •• • • • • • • . • • •• ••• •• • * "' •• •• • • • • • .. • ... ... • • • • • . -.. • • • .. • • • ••• ••• • ••• • • • • ••• • • • • • . • • • • • • • ••• • • • • ;.'.; : • ••• • ••• • • • ••• • • REACTIONS ON TRUSSES AND GIRDERS aL 4-- -- Ridge aC aR LL L L1. p2 bL = 25 LL = 30 psf 09 -122 MR. LEONARDO KOCKING RESIDENCE No. L (ft) LL (ft) LR (ft) LC (ft) ,aL (ft) aR (ft) C (ft) s .(ft) p1(p$f p2 (psi) • • • • • •• • ••• • • .• • • • • • • • •••• • • •••• ... p2 -p1 (Ibs.) I ..• Graviy Q16s.) ... Uplift (Ibs.) 916.6667 No. :. • ,.. Rag . • • Rbg RaU RbU, .•• 1 . • D 458.3313 ' 91:.66667 916.6667 183.3333 1417.545 2 • • • ►g74.6008 509.0992 1309.779 860.8405 1506.471 3 774.6008 509.0992 774.6008 509.0992 4 1161.901 763.6488 1964.669 1291.261 5 1430.55 1430.55 1417.545 1417.545 6 699.9825 42.51746 693.6191 42.13094 7 1355.551 890.9236 2292.114 1506.471 p1 (lbs.). p2 -p1 (Ibs.) I Raul Rbu1. Raul ,..RbU2. 916.6667 183.3333 0 0000000 1309.779 860.8405 0 774.6008 509.0992 0 1964.669 1291.261 0 1417.545 1417.545 0 693.6191 42.13094 0 2292.114 1506.471 0 . . • • • • • EASTERN ENGINEERING GROUP 3401 NW 82 AYE., SUITE 370 MIAMI, FL, 33122 TEL: (305) -599 -8133 FAX: (305) -599 -8076 C.A. No.26655 A°f eU %100 =zoo �r = .30 60') 304 a F. I (04-7-X41) = 450 (61Fr -= PROJECT NAME: _Leo Kocking PROJECT No: _09 -173 DESIGN B.Y.• E.M._ REVISED BY: R.L. or G.P. PAGE: 0 -5 0-1 JO a) = (so 4- oas) 604_ A5a Ca 3k2) °� / 64�JT 0•• *S •0 • .. • •S • r-5,0 C6/4- .300 1,, cot4/fr_ • • • •• • • • • • • • • • .. • • • • *0* OS• • • • • .. • 0• *0 • • • • 0.0* *00 ••. • ** • • • • • •0* * •• • 0•. ... • • • • • 0.0 0• •* *• *0* • • • • ••• • • • • • • • • • ••* • • • • • • • • • •• • • • • • 3403 NW 82nd Avenue, Suite 320 -B Miami, `Florida 33122 305.599.8133 305.599.8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 3:06PM, 23 JUL 09 Rev: 580008 User. KW -0604804, Ver 5.8.0, 1 -Dec -2003 Concrete Rectangular (c)1983.2003 ENERCALC Engineering Software & Tee Beam Design 07- 212.EC W :Calculations Description RB -1 General information Code Ref: ACI 318,02, 1997 UBC,2003 IBC, 2003 NFPA 5000 Span Depth Width 6.50 ft 16.000 in 8.000 in Beam Weight Added internally fc Fy Concrete Wt. Seismic Zone End Fixity Live Load acts with 3,000 psi 60,000 psi 145.0 pcf 0 Pinned - Pinned Short Term Reinforcing Rebar @.Center of Beam... Count Size 'd' from Top #1 2 5 13.50in #2 2 5 2.50 in Rebar @ Left End of Beam... Count Size 'd' from Top in in #1 #2 Rebar @ Right End of .Beam... Count Size 'd' from Top #1 In #2 in Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 0.2 Uniform Loads Dead Load 0.400 -k Summary Live Load 0.400 k Short Term k Start 0.000 ft End 6.500 it Span = 6.50ft, Width= 8.00in Depth = 16.00in Maximum Moment : Mu 7.50 k -ft Allowable Moment : Mn *phi 35.32 k -ft Maximum .Shear : Vu Allowable Shear : Vn *phi 10.06 k 3.03 .k Shear Stirrups... Stirrup Area @ Section Region Max. Spacing Max Vu 0.220 in2 0.000 1.083 Not Req'd Not Req'd 3.028 3.028 2.167 Not Req'd 1.551 Maximum Deflection Max Reaction @ Left Max Reaction @ Right 3.250 Not Req'd 1.514 4.333 Not Req'd 1.514 Beam Design OK - 0.0044 in 3.02 k 3.02 k 5.417 6.500 ft Not Req'd Not Req'd in 2.991 2.991 k _Bending a Shear Force Summary Bending... @ Center @ Left End @ Right End Shear... @ Left End @ Right End Mn *Phi 35.32 k -ft 0.00 k -ft 0.00 k -ft Vn *Phi 10.06 k 10.06 k Mu, Eq. C -1 7.50 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C -' 3.03 k 2.99 k Mu, Eq. C-2 5.63 k -ft 0.00 k-ft 0.00 k -ft Vu, Eq. 2.27 k 2.24 k Mu,.Eq. C-3 2.51 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 1.01 k 1.00 k Deflection Deflections... DL+ [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL +LL +[Bm Wt] DL +LL +ST +[Bm Wt] Upward at at at 0.0000 in 0.0000 in 0.0000 in Cdr Left 1.719 k 3.019 k 3.019 k Downward . at 3.2500ft at 3.2500ft at 3.2500ft W0c f f, • • • • • -040925 in •.5000 ft - x.0044 in "6.5000.4 •' • •+ • • • • -04044 in ••' ••:. • tat; • • ••' •• • •• • • • 1.719 k 3.019 k • • 3.019 k • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • • • • •• •• • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • •• •• ••• • • • • 3403 NW 82nd Avenue, Suite 320 -B Title : Miami, Florida 33122 Dsgnr. 305.599.8133 Description : 305.599.8076 FAX Scope : Job# Date: 3:06PM, 23 JUL 09 Rev. 580008 User: KW-0604804, Ver 5.8.0, 1-Dec-2003 Concrete Rectangular & Tee Beam Design (c)1983.2003 ENERCALC Engineering Software 07- 212.ECW:Calculatlone Description Section Analysis RB -1 Evaluate Moment Capacity... X : Neutral Axis a = beta * Xneutral Compression In Concrete Sum [Steel comp. forces] Tension in Reinforcing Find Max As for Ductile failure... X- Balanced )(max = Xbal * 0.75 a -max = beta * Xbal Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Center 2.350 in 1.997 in 40.749 k 0.000 k - 40.643 k 7.990 in 5.992 in 6.791 in 103.907 k 29.855 k 133:763 k 2.229 in2 1.240 OK Left" End 0.000 In 0.000 in 0.000 k 0.000 k 0.000 k 0000 in 0.000 in 0.000 in 0.000k 0.000 k 0.000 k 0.000 1n2 0.000 OK Right End 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.0000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0.000 OK Additional Deflection Caics Neutral Axis (gross (cracked Elastic Modulus Fr= 7.5 *fc^.5 Z:Cracking Eff. Flange Width 3.575 in 2,730.67 in4 695.80 in4 3,122.0 ksi 410.792 psi 35.244 k/in 8.00 in Mcr Ms:Max DL + LL R1 = (Ms:DL +LL)/Mcr Ms:Max DL +LL +ST R2 = (Ms:DL +LL +ST)/Mcr l:eff... Ms(DL +LL) Leff... Ms(DL+LL+ST) 11.68 k4t 4.91 k -ft 2.382 4.91 k -ft 2.382 2,730.667 in4 2,730.667 in4 ACI Factors (per ACI 318-02, applied internally to entered loads) ACI C-1 & C-2 DL ACI C-1 & C-2 LL ACI C-1 & C-2 ST ....seismic = ST * : 1.400 1.700 1.700 1.100 ACI C-2 Group Factor ACI CG3 Dead Load Factor ACI C-3 Short-Term Factor 0.750 -Add'! "1.4" Factor for Seismic 0.900 Add'! "0.9" Factor for Seismic 1.300 •• •18 • • • • • •• • • • • • • • • • • ••• •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 00 •• 000 • • • ••• • • 1.400 0.900 • • 3403 NW 82nd Avenue, Suite 320 -5 Title : Miami, Florida 33122 Dsgnr: 305.599.8133 Description 305.599.8076 FAX Scope : Job# Date: 3:06PM, 23 JUL 09 Rev: 580008 User. KW- 0604804, Ver 5.8.0, 1- Dec -2003 Concrete Rectangular & Tee-Beam Design (01983-2003 ENERCALC Engineering Software 07 212.ECW:Caiculations Description RB -1 Sketch ::& Diagram obkiklililllt �Il !(Ifldllidiiilti(idililliiallii o.exnt Amex = 3.019k Vu-Max = 3.028k Beam Sketch e'x` ".e Moment (k ft) Location Along Member (ft) Stresses for ACI C -1 Combination Moment (k -ft) Location Along m (ft) Stresses for ACI C=2 Combination Moment (k ft) - Location Along Member (ft) Stresses for ACI C-1 Combination mire moon Local "y° Deflection (in) _...... Location Along Member (ft) Local y Deflection (in) Location Along Member (ft) Stresses for Service Dead +.Live Loads Stresses for Dead+Live +Short Term Loads • • •• ••• • • • • • • • • • •• •• ••• •• • • •• • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• •• • • •• • • • • • • • • • • • • • • • ••• • • • • W ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• 0• • • • • EASTERN ENGINEERING GROUP 3403 NW 82 AVE. , SUITE 320-B Mt 4MI,, FL, 33122 TEL: (305) - 599 -8133 .F4X(305) -599 -8076 C.A. No.26655 Teo(, =;>lt-� 2Te 2 ,2 l� - i �q 21 c 4s PROJECT NAME: ten +trI PROJECT No: 0.- 21-7 DESIGN BY: 2,T REVISED BY: PAGE; cso on 1 4-6,s4 6015 ....•.. • • • • ..••• •..•• • • ••••••• • • • .. • ••• • • • • • . • . • • • •••• ••••• .... ••• • .. •••. ...• ••• • . • • • • ••• • • ••.. • ••••• • •• •• .•• •••• • • • • • • ••• • •••• .... • EASTERNENGINEERZNG GROUP 3403 NW 82 AYE. , SUITE 320 -B MIAMI, FL, 33122 • TEL: (305) -599 -8133 FAX(305) -599 -8076 C.A. No.26655 • 'DL< 3oT4 PROJECT NAME. ICI►.:[. ', PROJECT No: —.,12 DESIGN BY: Z. T REVISED BY: PAGE: —77-7---ci arl4b5 eisie VCT- pz.f 4,6`; uogiL3 so. Llok ) ,3) 5 u,41_ ,,6 lc* To l,o o, 2G5 704S (A4 1S IcrM- •• ••• • • • • • •• • • • • • • • • •• ••• •• • .. •• •• • • •• •• • • • •••• • • • •••• • • ••• • ••• ••• • • • • • • • • • • • • • ••• • ••••• • •• •• • • ••• • • • • • ••• • • • • • • • • • ••• • ••• • • • • • • • • • • • ••• • • •• •• ••• • • Rev: 580000 User: KW -0604804, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software • • 3403 NW 32nd Avenue, Suite 320 -B Miami, Florida 33122 305,599:8133 305:599.8076 FAX Title : Dsgnr: Description : Scope : Job # Date: 3:OOPM, 23 JUL 09 Multi -Span Concrete Beam 07 >212.ECW:Caiculations Description RB -2 (AT FRONT) GRAVITY General Information Code Ref: ACI 318 - 02,1997 UBC, 2003 IBC, 2003 NFPA5000 Fy Pc 60,000.0 psi 3,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.40 1.70 Concrete Member Information Description RB-2 Span ft 9.33 Beam Width in 8.00 Beam Depth in 24.00 End Fixity Pin -Pin Reinforcing Center Area 0.62in2 Bar Depth 13.50in Left Area Bar Depth Right Area Bar Depth Loads Using Live Load This Span ?? Dead Load k/ft Live .Load k/ft Yes 0.300 0.135 Results Beam OK Mmax @ Cntr @X= Mn * Phi Max @ Left End Mn *Phi Max @ Right End Mn * Phi Shear @ Left Shear @ Right k -ft ft k -ft k -ft k -ft k -ft k - -ft k k 7.07 4.66 35.12 0.00 0.00 0.00 0.00 Bending OK 3.03 3.03 Reactions &Deflections DL @ Left k 1.40 LL @ Left k 0.63 Total @ Left k 2.03 DL @ Right k 1.40 LL @ Right k 0.63 Total @ Right k 2.03 Max. Deflection in -0.003 @X= ft 4.66 inertia : Effective in4 9,2'16.00 Shear Stirrups Stirrup Rebar Area in2 0.220 Spacing @ Left in Not Req'd Spacing @ .2 *L in Not Req'd Spacing @ .4 *L in Not Req'd Spacing @ .6 *L in Not Req'd Spacing @ .8 *L in Not Req'd Spacing @ Right in Not Req'd • •• ••• •• • • • •• •• • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • ••• • • • • 3403 NW 82nd Avenue, Suite 320 -B Title : Miami, Florida: 33122 Dsgnr: 305.599:8133 Description 305.599.8076 FAX Scope : Job # Date: 3:OOPM, 23 JUL 09 Rev: 580000 User: KW- 0504804. Ver 5.8.0, 1- Dec -2003 (0).1983 -2003 ENERCALC Engineering Software Multi -Span :Concrete Beam 07- 212.ECW:Calculadons Description RB -2 (AT FRONT) GRAVITY .Query Values Location it 0.00 Moment k -ft 0.0 Shear k 3.0 Deflection in 0.0000 •• ••• • • • • • •• • • • • • •• • • • • ••• • • • •• ••• •• • • • •• •• w • • • • • • • • • •• • • • • •• • • • • • •• • • • • ••• • • •• • • • • • • • • • ••• • • J• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • • • • • ••• • ••• • • • i 3403 NW .82nd Avenue, Suite 320 -B Title Miami, Florida. 33122 Dsgnr: Description : 305.599.8133 305.599.8076 FAX Scope : Job # Date: 3:OOPM, 23 JUL 09 Rev: 580000 User KW- 0804804, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software :Multi -Span Concrete Beam 07- 212.ECW :Calculations Description RB -2 (AT FRONT) UPLIF General Information Code Ref: -ACI 318- 02,'1997.UBC, 2003 IBC, 2003NFPA 5000 Fy fc 60,000.0 psi 3,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.40 1.70 Concrete Member Information Description RB-2 Span ft 9.33 Beam Width in 8.00 Beam Depth in 24.00 End Fixity Pin -Pin Reinforcing Center Area 0.621n2 Bar Depth 13.75in Left Area Bar Depth Right Area Bar Depth Loads Using Live Load This Span ?? Dead Load k/ft Live Load k/ft Yes 0.070 Results Beam OK Mmax @ Cntr @X= Mn * Phi Max @ Left End Mn * Phi Max @ Right.End Mn * Phi k -ft ft k -ft k -ft k ft k -ft k -ft Shear @ Left k Shear @ Right k 1.07 4.66 35.81 0.00 0.00 0.00 0.00 Bending OK 0.46 0,46 Reactions &,Deflections DL @Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max Deflection in @X= ft Inertia : Effective in4 0.33 0.00 0.33 0.33 0.00 0.33 -0.000 4.66 9,216.00 Shear Stirrups .• • • ••• • • •• • • Stirrup Rebar Area in2 0.220 Spacing @ Left In Not Req'd Spacing @ .2 *L in Not Req'd • Spacing @ .4 *L in Not Req'd Spacing @ .6 *L in Not Req'd Spacing @ .8*L in Not Req'd Spacing @ Right in Not Req'd • • • • 1 1 • • • • • • 1 1 1 • t -. •• ••• •• • • • •• •• • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • •• • • • • • • • • • • ••• ..• • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••. • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • • 3403 NW 82nd Avenue, Suite 320,E Title Miami, Florida 33122 Dsgnr: 305 ;599.8133 Description : 305.599.8076 FAX Rev: 580000 User. KW•0604804, Ver 5.8.0. 1-Dec -2003 (c)1983=2003 ENERCALC Engineering Software Scope : Job .# Date: 3:OOPM, 23 JUL 09 Multi -Span Concrete Beam Description RB -2 (AT FRONT) UPLIF LQuery Values 07- 212.ECW:Calculations Location ft 0.00 Moment k -ft 0.0 Shear k 0.5 Deflection in 0.0000 • •• ••• • • • • • •• • • • • • • •• ••• •• • • • •• • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • *, • • • • • • 0 • • • • • • • • ' • • • • • • •• •• • • 000 • •• •• • EASTERN ENGINEERING GROUP 3403 NW 82 AVE. , SUITE 320-13 MIAMI, FL, 33122 TEL: (305) -599 -8133 FAX(305)- 599 -8076 C.A. No.26655 'D(--L • 11 le ll'� 3,s000 PROJECT NAME: 140 eocf,t,C4' .5 PROJECT No: -2/2 DESIGN BY: T REVISED BY: PAGE: Tyvn B2garrk VO- 7.04-4 1SC) (Ycp Ne 11 )4 10 10(21 o,53+010 = 0143 Of- fioU tiag- `' ©'3'a • •• •.• • • • • • •• • • • • • ••• • • • • •. .• • • • •• •• • • • • • • • • • .•• • • • ■ • • • • • • • ■ • • • • • • • • • • ■ • • • .• ••• • ••• • •••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • •• ■ • ••• • • • ••• • • • • • • • ■ • • • • • • • • •. •• • f • 3403 NW 82nd Avenue, Suite 320 -B Titie : Miami, Florida.33122 Dsgnr: 305.599.8133 Description 305.599.8076 FAX Scope: Job-## Date: 3:08PM, 23 JUL 09 Rev: 580000 User: KW- 0804804, Ver 5.8.0. 1- Dec -2003 {c 1883.2003 ENERCALC Engineering Software Description RB-3 Multi -Span Concrete Beam 07- 212.ECW:Caiculations General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy fc 60,000.0 psi 3,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 1.40 1.70 Concrete Member Information Description RB-3 Span ft 7.83 Beam Width in 8.00 Beam Depth in 12.00 End Fixity Pin -Pin Reinforcing Center Area 0.621n2 Bar Depth 10.50in Left Area Bar Depth Right AreA Bar Depth Loads Using Live Load This Span 7? Dead Load k/ft Live Load k/ft Yes 0.430 0.330 Results Beam OK Mmax @ Cntr @X= Mn * Phi Max @ Left End Mn * Phi Max @ Right End Mn* Phi Shear @ Left Shear @'Right ft k -ft k-ft k -ft k -ft k -ft k k 8.91 3.91 26.75 0.00 0.00 0.00 0.00 Bending OK 4.55 4.55 Reactions & Deflections DL @ Left LL @ Left Total @ Left DL @ Right LL @Right Total @ "Right Max. Deflection @X= Inertia : Effective k k k k k k in ft 1n4 1.68 1.29 2.98 1.68 1.29 2.98 -0.018 3.91 1,152.00 Shear Stirrups Stirrup Rebar Area in2 0.220 Spacing @ Left in Not Req'd Spacing @ .2 *L in Not Req'd Spacing @ .4 *L in Not Req'd Spacing @ .6 *L in Not Req'd Spacing @ .8 *.L in Not Req'd Spacing @ Right in Not Req'd •• ••• • • • • • •• ••• •• '•' • • ••' •• • • • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • 3403 NW 82nd Avenue, .Suite "3208 Title : Miami, 'Florida 33122 Dsgnr. Description : 305.699:8133 305.599.8076 FAX Scope: Job # Date: 3:08PM, 23 JUL 09 Rev. 580000 User: KW -0604804, Ver 5.8.0, 1 -Dec -2003 (0)1983=2003 ENERCALC Engineering Software Multi. pan Concrete Beam 07- 212.EQW:CaIcuIeaons Description RB -3 Query Values Location 'ft 0.00 Moment k -ft 0.0 Shear k 4.6 Deflection in 0.0000 • •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • • • ••• • ••• • • . • • • • • • • • • • • •• •• ••• • • • • EASTERNENGIt7EERING GROUP PROJECT NAME: I60 fCOcCt4:49 3403 NW 82 AVE. , SUITE 320-B PROJECT No: ©'a - 212 MIAMI, FL, 33122 DESIGN BY: l27 REVISED BY TEL: ( 305) - 599 -8133 FAX(305) -599 -8076 PAGE; C4. No.26655 °;OK / t i '� 0153 ;of() BearIn 62)4-tctk`ti) 0,154/x.¢ >eqc. „4�� x 0 -ad IVO 0, (,774 ?,.17.' x+= Oi 2 Z r7 4 0,22 Va_ 6,?S 0 ,3 K tom+ '` ate (2-4) c), 0, b"$1, r? O,ZZ D2otoCH,c4=- °>.a"0f-- T0449 (:€ 02-- = 0,59- 04-- 5= Eq){- •• ••• • • • • • •• • • • • • • • • • • • • ••• • • •• ••• •• • • • •• .. • • • • •• • • •••. • • • • • •••• ••• ••• .• • • • • • • • • ••• ••• • ••• • • • • • • • • • • • • • • • IPSO • • • • • • • •• •• • • ••• • • • • ••. • • • • • • • • • • • • • • • • • •• •• 3403 NW 82nd Avenue, Suite 320 -B 'Title : Miami, Florida 33122 Dsgnr: Description : 305 :599.8133 305 :599.8076 FAX :Scope : Job# Date: 3:08PM, 23 JUL 09 Rev: 580000 User: KW- 0604804. Ver 5.8.0, 1- Dec -2003 (0}198312003;ENERCALC Engineering. Software Multi -Span Concrete :Beam 07- 212.ECW:Caiculations Description General .Information code-Ref: ACI 318.02,1997WC, 2003 IBC, 2003 NFPA 5000 Fy fc 60,000.0 psi 3,000.0 psi All Spans Considered as Individual Beams Stirrup Fy 60,000.0 psi ACI Dead Load Factor '1.40 ACI Live Load Factor 1.70 Concrete Member information Description RB-4 Span ft 12.50 Beam Width in 8.00 Beam _Depth in 24.00 End Fixity Pin -Pin Reinforcing Center Area 0.62in2 Bar Depth 21.50in Left Area Bar Depth Right Area Bar Depth Loads Using Live Load This .Span ?? Yes Dead Load loft 0.890 Live Load ,k/ft 0 :570 Point#1 DL k 3.500 LL k @ X ft 2.000 Point-#2 DL k 3.500 LL k @ X ft 10.000 Results _Beam OK Mmax @ Cntr k-4t @X= ft Mn* Phi k 4t 'Max @.Left End k -it Mn * Phi k -ft Max @ Right End k -ft Mn * Phi k -ft Shear @ Left k Shear @ Right k 54.30 6.33 57.44 0.00 0:00 0.00 0.00 Bending OK 18.94 18.55 LReactions .& Deflections DL @Left LL @ Left k Total @ Left k DL @'Right k LL @Right k Total @ Right k Max. Deflection in @X= ft Inertia : Effective 1n4 • 9.20 3 :56 12.76 8.92 3.56 12.48 -0.073 6.25 4,657.68 0* 000 • • • • • •• • • • • • • • • • 00 0.0 •• • • • 00 00 • • • • • • • • • • • • • • • 0• • • • • • • • • • • • • • • • • • • • • • • • • • • 00• 000 • ••• • • • • ••• • • • • • • • • • • • • • •00 • • • • • • • • • • • • • • 00 •• • • • 00 00 000 • • • 000 • • 3403 NW92nd Avenue, Suite 320-8 "Title : Miami, Florida 33122 Dsgnr: 305.599.8133 Description : 305.599.8076- FAX Scope : Job* Date: 3:08PM, 23 JUL 09 Rev: 580000 User: KW-0604804, Ver 5.8.0, 1-Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Multi-Span Concrete Beam 07- 212.ECW:Calcula8ona Description RB-4 Shear Stirrups Stirrup Rebar Area in2 0220 Spacing @ Left in 10.75 Spacing @ .2 *L in 10.75 Spacing @ .4 *L in Not Req'd Spacing @ .6"L in Not Req'd Spacing @ .8 *L in 10.75 Spacing @Right in 10.75 Query Values Location ft 0.00 Moment kfit 0.0 Shear k 18.9 Deflection in 0.0000 • •• ••• • • • • • •• • • • •• • • • • • • • • • • •• ••• •• • • • •• •• • • • • • • • • • • •.• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • r • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3403 NW 82nd Avenue, Suite 320 -B Title : Miami, Florida 33122 Dsgnr: 305.599.8133 Description : 305.599.8076 FAX Scope : Job# Date: 3:06PM, 23 JUL 09 Rev: 580000 User: KW- 050/1804, Ver 5.8.0, 1-Dec-2003 (01983 -2003 ENERCALC Engineering Software Multi Span Concrete Beam 07.212.ECW:Caicutations Description RB -5 General Information Code fRef: ACI 318= 02,1997.USC, 2003 iBC,.2003 NFPA.5000 Fy fc 60,000.0 psi 3,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor Stirrup Fy 60,000.0 psi ACI LiveLoad Factor 1.40 1.70 Concrete Member. Information Description Span Beam Width Beam Depth End Fixity Reinforcing ft in in Center Area Bar Depth Left Area Bar Depth Right Area Bar Depth 6.67 8.00 16.00 Pin -Pin 0.10in2 13.50in '.Loads Using Live Load This Span ?? Dead Load k/ft Live Load k/ft Yes 0.150 0.150 Results Beam OK Mmax @ Cntr @X= Mn * Phi Max @ Left End Mn * Phi Max @ Right End Mn * Phi Shear @ Left Shear @ Right kt ft k -ft k 4t k -ft k -ft k -ft k k 2.59 3.33 6.00 0.00 0.00 0.00 0.00 Bending OK 1.55 1.55 Reactions & Deflections DL: @.Left LL @ Left Total @ Left DL @ Right LL @Right Total @ Right Max. Deflection @X= Inertia : Effective k k k k k k in ft in4 0.50 0.50 1.00 0.50 0.50 1.00 -0.002 3.33 2,730.67 Shear Stirrups Stirrup Reber Area In2 0.220 Spacing @ Left in Not Req'd Spacing @ .2 *L in Not Req'd Spacing @ A *L in Not Req'd Spacing @ .6 *L in Not Req'd Spacing @ .8 *L in Not Req'd Spacing @ Right in Not Req'd • •• ••• •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3403 NW 82nd Avenue, Suite .320 8 Title : Miami, Florida 33122 Dsgnr: 305.599.8133 Description 305.599.8096 FAX Scope: Job'# Date: 3:06PM, 23 JUL 09 Rev: 580000 User: KW0604804, Ver 5.8.0, 1-Dec-2003 (c)1988.4003 ENERCALC Engineering Software Multi -Span Concrete Beam 07 ”212.ECW:Caicula8ons Description RB -5 Query Values Location ft 0.00 Moment k -ft 0.0 Shear k 1.6 Deflection in 0.0000 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • •. • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • • • EASTERN ENGINEERING GROUP 3401 NW 82 AVE., SUITE 370 MIAMI, FL, 33122 TEL: (305) - 599 -8133 FAX: (305) -599 -8076 C.A. No.26655 PROJECT NAME: Leo Koccdng -2"a Addition PROJECT No: 09 -122 DES1G • J.F. REVISED BY: RI.. PAGE: (I J a S414P' • a37--) c,ivte 1 ! at in a ..8 PS 10,0)1 ��xdS7dN� sC (91, i) + 5, s+ } 441 tf._±.: Imo® `` � ®l ��}t fir= 100 O� a�'�rt I �'1 e re_ d. .r.4A . nee-4 1l?� rC��Nl P. , " °Lear v s := 9., 62 (!C f ;,°iO _ 1 / I kACui-ti tc. e.) 3coO x 8" x• q,�!! = y-i Cp2) 119. = 72 -X °3� c.311S� • \L4. = _ } r-1.0 AOfL3G{.6(4 ' t, p J. ••• •• • • • • • • • • •• ••• •• • • .-•,. �r •0 • •• ,�, . . • • • • •• •• • • •• .• • ••• • .. C)/4 )L3t9 «d \4,4 C -s ••• • • • • ••• • • ••• •• •• • • • • • • ••• •• • • • ••• • • • • ••• • • • • • • • • • •• • •• k/ • EASTERN ENGINEERING GROUP 3401 NW 82 AVE., SUITE 370 MIAMI, FL, 33122 TEL: (305)-599-8133. FAX: (305)- 599.8076 C.A. No.26655 PROJECT NAME: Leo Kocking -2'" Addition PROJECT No: 09 -122 DESIGN ,I F. REVISED BY: R.L.. PAGE: &Q-c -fiD ✓ncci rao Cconf-4) A —i, 4) s"Z- —To 0142ef PlCje 0r(4a' (2 +X ? c), _ O B • S B' V £ ;e•eQ P la4e de.. lei• • • • • ... • • • • • • • •• •• • • •. • • ••• • • • • • .• • • • • • • • • • ••• •• •• • • EASTERN ENGINEERING GROUP 3401 NW 82 AVE., SUITE 370 M NI], FL, 33122 TEL: (305) - 599 -8133 FAX: (305)- 599 -8076 C.A. No.26655 PROJECT NAME: Leo Kocking -2"d Addition PROJECT No: 09 -122 DISIG Y: J.F. REVISED BY: R.L. PAGE: rt'l�1rA1�ICr1�►ti, lie (,vIl 5 12 22- S (Jo a-li e) ce,4{ K +s,2 ;k ii, 41 feu) 5-��. C% (�{� e w i 1 / -ii- 'e • - D 1 z �1�� •� .� Saj� 1.� i (,4i K, 2 45,w7=7=2----= 3,14-1c, (©�1 of (1 ► 2 4(= of K4_ b, 4 r+M •• ••• • • • • • •• • • • • • •••• •• .. S 16b = I2 )3 M ----- t lao ooD 24:44'4 ..•• ii• • • •, • • •• • ••• • • • • • • • • • • • • • •• ••• • (3/Tyru 9r'7 •;•C ; I • •• •• • • • •• •• ••• • • • • ••• • • • • • EASTERNENGINEJ RING GROUP 3401 NW 82 AVE., SUITE 370 MIAMI, FL, 33122 TEL: (305) - 599 -8133 FAX: (305) -599 -8076 C.A. No.26655 €6S PROJECT NAME: Leo Kocking -2"d Addition PROJE _ No: 09 -122 DESIG > • J.F REVISED BY: R.L.. PAGE: eiy,cr -e ^f;-6 - 4 v `fie C. c - e - # -frkro b - skeckr Afeck { ,< of t 1 224 Oje, 1A3 ai,)- • (1-) '4" Le 4,irviv 2�r( d erri_e_ r Use s/"" s4 ��r • 4/1,09-0 1 -1, ©vs),S(;ar4 .• • • • • •• • • • • • • • • • • • • • • • ••^ • • • • • • • • • • • • • •• •• • • ••• • • • • • • • • • • • • ••• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • 3403 NW .82nd Avenue, Suite 320-B Tltie : Miami, Florida -33122 Dsgnr: .Description : 305;590.81.33 305.599.8076 FAX Scope : Job # Date: 1 :06PM, 30 APR 09 Rev. 080008 User: KW00004804 Ver 6.8.0,1 -Dee 2003 (o)19203 .5NM0ALC rngineering.Spftwere MUM pan Concrete 13 eam 09- 122.eaw.0alaulatlpns 3es rription EXISTING DONORETETIE:$EAM -General orrnatt n 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Faotor 3,000.0 psi Stirrup Fy 80,000.0 psi ACI live Load Factor 'Code Ref :AC1.318'02,1097.41B.C,.20U3 iBC,.2003 NFRA16000 -Fy fc 1.40 1.70 on te'Member Information Description Span ft 10.67 7.50 Beam Width in 8.00 8.00 -Beam Depth in 12.00 12.00 End Fixity Pin -Pin Pin-Pin Reinforcing Center area 0.351n2 0.121n2 Bar Depth 9.50in 9.50in Left Area 0.441n2 Bar Depth 2.50in Right Area 0:46in2 Bar Depth 2.50in Loads Using LIve.LoadThis Span ?? Dead _Load k/ft Live Load k/ft Yes 0.540 0.440 Yes 0.540 0:440 Results .Beam OK Beam OK Mmax @ Cntr @X= Mn * Phi Max @ Left End Mn* Phi Max @Right End Mn *Phi k -ft 'ft k -ft kit k -ft k -ft k -ft .Shear @ Left k Shear @Right k 13.77 .4.27 14.14 0.00 0.00 -16:93 1825 Bending OK 6.44 9.61 3.80 :5.25 5.03 -16.93 17.51 0.00 0.00 Bending OK 790 '3.38 Reactions Deflections ;DL @Left k 2.31 6.29 LL @ Left k 1.88 5.12 Total @ Left k 4.19 11.41 DL @Right k 6.29 121 LL @ Right k 5.12 0.99 Total @ Right k 11.41 2.20 Max. Deflection in -0.122 0.011 @ X= ft 4.77 1,30 inertia : Effective in4 401.81 306.84 Shear- Stirrups •• ••• • • • • • •• • • • I. - • • • • • • • • Stirrup Reber Area in2 0.220 0 220 Spacing @ Left in 4.75 4.75 Spacing @..2 *L in Not Req'd 4.75 Spacing @ .4 *L in Not Req'd Not Req'd Spacing @ .6*L in Not Req'd Not-Req'd Spacing @ .8 *L in 4.75 Not Req'd Spacing @ Right in 4.75 Not Req'd •• ••• •• • • • •. •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • .•. ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • 3403 NW 82nd Avenue, Suite-320.a Title : Miami,'Fiorida:33122 Dsgnr: 3.05.599 :81:33 .Description : 305 :599.8076 FAX Scope : Job# .Date: 1:06PM, 30 APR 09 Rev: $80000 Uaen (CW- 0804804, Ver 6.8.0, 1 -Dac -2003 (0}1988 008,l3NERCAL.0 6ngineering:$oftware :ties '.M u.ItkSpan Concrete Seam 09- 12Z.eaw.Celaalations ription EXISTING GONCETIEBEAMI Query Values f ooatipn ft 0.00 0.0.0 Moment k -ft 0.0 -16.9 Shear k 6.4 7.9 Deflection in 0.0000 0.0000 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 3403 NW .82nd Avenue, Suite 320.E Title : Miami, Florida 33122 Dsgnr: 306;599.8133 Description 305.599.8076 FAX U er: KW-080004, Ver 5.8.0, 1 ^Dec +2008 1g�188 200 EI14RCAi.0 Engineering eaftwere Description WOOD LEDGER C eneral ,infiormation Ledger Width Ledger Depth Ledger Is Bolted to Concrete Bolt Diameter Bolt Spacing Load Duration Factors... Live Load Short Term Ledger :S creases Load Combination : Maximum Moment Bending Stress Stress Ratio Maximum3hear Shear Stress Stress Ratio Scope : Timber Ledger Design Job # Date: 11:23AM, 30 APR 09 09- 122.ec+r.Catctilatians Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 8004. Bess aliowabies are user defined 3.000 in 7.500 in 3/4" Uniform Load... Dead. Load Live Load 24.000.in Horizontal Shear 1.250 1.330 Bolt: Loading Note: Bolt Design StressSummary Max. Vertical Load Allow Vertical Load Max. Horizontal Load Allow Horizontal Load Angle of Resultant Diagonal Component Allow Diagonal force Final Stress-Ratio Summary DL +.LL 0.00 in# 0;00 .psi 0.000 916.50 Ibs 40.73 psi 0.343 Fb Allowable Fv Allowable Valuefrom NDS 8.2 / UBC 23 DL +LL 611.00 Ibs 3,687:50 lbs 0.00 Ibs 7,687:50 Ibs 90.0 degrees 611.00 Ibs 933.83 lbs 0.654: 1.00 0.00#/ft 0.00 # /ft 0.00 # /ft 1,000.0 psi 95.0 psi DL +ST 0.00 in-# 0.00 psi 0.000 916.50 lbs 40.73 psi 0.322 Point Load... Dead Load Live Load Spacing Offset DL-1- LL +°ST 0.00 in-# 0.00 psi 0.000 916.50 Ibs 40.73 psi 0.322 +311.00 lbs 0.00 Ibs 24.00 ft 0.001n DL+ ST 611.00 lbs 3,923.50 lbs 0.00 Ibs 8,179.50 Ibs 90.0 degrees 611.00 Ibs 979.18 Ibs 0.624:1.00 DL +LL +ST 611.00 lbs 3,923.50 Ibs 0.00 'Ibs 8,179.50 Ibs 90.0 degrees 611.00 Ibs 979.18 lbs 0:624: 1.00 ';Stress Summary Wood Bending Stress Ratio Wood Shear Stress Ratio Bolt Stress Ratio DL+ LL 0.000 : 1.00 0.343 :1.00 0.654 : 1.00 DL +ST 0.000 : 1.00 0.322 : 1.00 0.624 :'1.00 Wood Stress & Bolts OK DL +LL+ST 0.000 : 1.00 0.322 : 1.00 0.624 :1.00 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •. • • • • • • • • • • • • • • • •• • • • • • • • • • • . • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Lk•Q AA; rAtil "Daattilaead gg 44 mei' 6.8.0, 1.Dec.2 ' MAW Enginittert g 3403 NW 82nd Avenue, Suite 320-B Titte : Miami, Florida 33122 Dsgnr: Desoription : 3059. ,808133 305.599-8076 FAX Scope: Job # Date: 9:32AM, 30 APR 09 `dh -'0ottirRafrA ttrA 137419WAVIDGOIRONEWSO00$01RIPAVOQ) TS4, ,f4 Cmlinitteight 11.0-30 A, --1FalrjtibtV Pin-Pin 1140 *fehort Term LoadsC,ombined -Ey Dutition Factor POP Modulus X-XiLtnbraced Y-Y .Unbraced 36.00'ks1 1.000 29,000.00 ksi 11.010 ft 11.010 ft x;x-Stdesway : Y-Y Sidesway : Kxx Kyy Restrained Restrained 1.000 1.000 •F,A•-•••#7ag •-; • • • 40.00 k k "15f00'k Ecc. for X-X Axis Moments 0.000 in Ecc.lOr urientre- -to-colt Section : TS4X4X1/4, Hight. = 11 fOrlft, Axial Loads: DL = 10.00, LL Oribraced Lengths: X-X = 11.01ft, Y-Y = 11.01ft Cogticoct-Stress Ratios AISC Formula H1 - 1 AISC-Formula H1 -.2. RISC Formula H1.- B 0.1151 Dead 0.1948 0.1290 Live 6.00, ST = Column Design OK 0.00k, Ecc. = 0.000in DL-+ LL DL -+ ST+ (LL If Chosen] 0.3069 0.3069 02063 0.2063 ‘4444411.1rAINtaCakIRMAAP.,_ Fa calc'd oer Ea. E241.401.i.r< Cc Strews, -,A115Viable St Actual Stresses FwPI '-?A's'AEfErge Fb:xx : Allow1F1-6] Fb:xx: AlloW [F1-7] &fF1-8] fb : xx Actual Fb:yy : Alld-W1171-6] Fb:yy : Allow [F1-71 & [F1-8] fb : yy Actual Dead 14.62,ksi 2.79 Ica' 21.60 ksi 21.60 ksi G:00 Icsi 21.60' ksi 21.60 ksi 0.00 ksi Live 0L+LL DL-t. Short 14.52 ksi 14,52 ksi 14:52 ksi 1.67 ksi 446 ksi .-4A6'kSi- 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi 21:60 ksi 0.00 ksi 0.00 ksi 0.00 ksi 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi 21.60 ksi 0.00 ksi 0.00 ksi 0.00 ksi AnelSisis Values t0,11#11 F'ex DL+LL+ST F'ey : DL+LL+ST --Max-X4X-AxisOeflection AU-N4111RI 19,588 psi 19.688 psi 1,588 psi 0‘000 in Cm:x DL+LL ••X§P - -Qkacrait61-. - ;IR). , Cm:y DL+LL 0.60 Cb:y DL+LL 1.00 Cm:x DL+LL+ST 0.60 Cb:x 01..+LL+ST 1.00 ... , Cm:y DL+LL+ST 0.60•• ..;b:y p,t..t.1.+$f 1.00 at 0,000.ft Max Y-Y Axis Geflettion- : .---0,00■ it: 41 : : 0v009ift , ,• •• • -. s . ••• • • • • "1 • • • • • 00 ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , • • 40 • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3403 NW 82nd Avenue, Suite 320•B Title : Miami, "Florida 33122 psgnr: Description : 305:$99:8133 305.599.8076 FAX Scope : Job W Date: 9:32AM, 30 APR 09 Rev: 880008 User. KW- Q804804. Ver 8.6.0, 1.Dea2003 (c 1@ 483; NA PALC Erwineering apitware De8oripiion sti Steel Column 09.122.eew:C•ICuletions Seetion ,Properties T54X4X1I4 Depth 4.000 in Weight Thickness 0.250. in lxx Width 4.000 in iyy Area Rt ,R. .Axial DL = 90k Axial LL Ok Axial ST =Ok Sxx 3.59 in2 Syy 2.000 in Rxx Ryy Section Type = TS- Square 11.01ft 12.19 #/ft 8.220 in4 8.220 in4 4.110 in3 4.110 in3 1.510 in 1,510 in Values for LRFD Design.... 13.5001n4 0.00 .fix Zy 4.970 in3 4.970 in3 0.000 •• ••• • • • • • •• • • -• •• • • `• • • • • • • • •• • • • • • • • • - • • • • • • _L •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3403 NW .82nd Avenue, Suite 320,E Title : Miami, 'Florida 33122 Dsgnr: Description : 305,599,8133 305:59911076 FAX Scope : Rev Q002 User; KW400404, Ver 5.&.0, 1 -f <2Q03 t4)19,M2Q' UMBCALC gr minOsti g.FofM+are :Deet0pt1o11 MASONRY- WALL.BW -1 General .information Wal Height Parapet Height s nry Wail :'Resign Thlokness Reber Size Rebar Spacing Depth to Reber 0.00 ft 8.0 in 5 24 in 3.810 in Seismic Factor Oaicof Ern =fm* Duration Factor Wall Wt Mutt. @ Center Uniform Load Dead Load live Load Load Eccentricity Roof Load n: Es /:Em Wail Weight 1,095.000 # /ft 240.000 # /ft 0.000 in Concentric Axial Load Dead Load Uve Load Roof Load Job Date: 1:44PM, 28 APR 09 Code Ref: AC1530 -02 0.3300 fm 1,500,0 psi 900.00 Fs 24,000,0 psi 1.000 Special inspection 1.000 Grout *Reber Only Normal. Weight•Blook Equivalent Solid Thickness 5200 in 0.000 #1 ft 0.000 #/ft Wind Load 55.000 psf 1,350,000.psi Rebar -Area 0.1'55 M2 np 0.07283 j 0.89476 21.481 Radius of Gyration 2.443-in 61.000 psf Moment of Inertia 372.510 in4 Max Allow Axial Stress= 025 fm (1-(h/1400,2)* Spinsp Allow Masonry Bending Stress= 0.33 fm * Spinsp = Allow Steel Bending Stress = Load Combination & Stress Details :Summary Top of Wall DL +LL DL +.LL + Wind DL + LL 4 Seismic Between Base & Tap of Wall DL +.LL 0.0 1,685.8 0.0 0.0 27.02 DL-+LL +Wind 10,910.6 1,445.8 20,648.3 443.5 23.17 DL +LL +Seismic 3,993.3 1,445.8 7,557.3 162.3 23.17 313.96 psi 495.00 .psi 24,000.00 •psi 0.31571 2 /kj 7.08010 Axial Moment .Load in4 Ibs 0.0 1,335.0 0.0 1,095.0 0.0 1,095.0 Bending Stresses Axial Steel 'Masonry Compression psi psi psi 0.0 0.0 21.39 0.0 0.0 17.55 0.0 0.0 17.55 :Burn la 11.50ft high wall with 0.00ft parapet, Normal Block w/ 8.00in wall w /#5 bars at 24.00ino.c..at center Max. Bending Compressive Stress ......... 466.63 OK Allowable 495.00 OK Max. Axial Only Compressive Stress 27.02 psi 313.96 OK •• ••• • • • • • •• Max Steel Bending Stress 20,648.28 rk • • • • • Allowable 24,000.00 c3K ••• • • • • • • • Allowable .• • • • • • v • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • 1 • ••• ••• • ••• • • • • •.• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • 0 •• • • • • 3403 NW 82nd Avenue, Suite 320.B Title : Miami, -Mande 33122 .Dagnr: Description : 305 - 599.81:33 305:599.8076' FAX Scope : Rev: 88002 Uaer: l4W 0304804,- Ver.6.8.0,1- 404003 (o)'h$amo03HNjt aCt1ALC9ngineari09.8oftya Description "MASONRY WAIL. --i W-1 'Mason Wail Design Job# Date: 1 :44PM, 28 APR 09 0941 eoar:celouladons Final .Loacs A& =111lo mfi nks Wall Weight moment Mid Ht Dead Load Moment ©Top of Wall Dead Load Moment Mid Ht Live. Load Moment @Top of Wall LiveLoad Moment g Mid It 350.75 Ibs 0.00 in* 0.00 .in4 0.00 1n4 0.00 lb* Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment = Wind Moment MW Ht Seismic Moment Q MW Ht Total Daad.Load Total Live Load 12,178,59 1n4 19,591,41 !be 10,910,62 in 4 3,993,29 ink# 1,096.00 Ibs 240.00 tbs .• ••• • • • • • •• • • • • • • • • • s• ••• •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • . • • • • • ••• ••• • ••• • • • • ••. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •0• • • • 000 • • • • EASTERN ENGINEERING GROUP 3403NW82ATE. , SUITE 320 B MIAMI F.L, 33122 TEL :(305)- 599 -8133 FAX(305) -599 -8076 C.A. No.26655 wa,U Caw - } fsf 1 dti _ 564,10 'f"ro T 150114. PROJECT NAME: 1120 W04 in PROJECT No: p3- 2/2 DESIGN BY: REV1SEDBY:: PAGE.: x J' K C46,71.=-. 100,a* c JO -rOrn L„ {1 = 5 (/, 2 ,< ��a1 ,.. Co P, 1 44 " --.-> 0/671 ; T Q tockel _l ,2 --f-- T ++ - q7 15* Wig6 4 A, 1 2 - 2p. •• ••• ••• • • • •• ••• •• • • • • •• • • •• • •• • •••• •• • • • • • • • • • • • • • • • • • • •• • • •• • • • •• • • • • • • ••• • • • • ••• • • • • • • • ••• • • • • • • •• ••• •• • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • •• •• • • • 3403 NW 82nd Avenue, Suite:3204B Title : Miami, Florida 33122 Dsgnr: 305:5.9938133 Description 305.599.8076 FAX Scope Job It Date: 3:06PM, . 23 JUL 09 Rev: 880002 User. l W+.0804804, Ver 5.8.0, 14Dec' 2003 (c)198340031aNERCAL.0 Engineering Software Masonry Wail _Design 07 +212.ECW :Calculations :Description m BW -1 - General information Wall'Neight Parapet Height Thickness Rebar.Siae RebarSpacing Depth to Rebar Code Ref: ACI 53002 - 9.50ft 0.00 ft 8.0 in 48 in 3.810 in Seismic Factor Cale of Em = fm * Duration Factor Wall Wt Mult. @ Center 0.3300 1 m 1,500.0 -psi 90000 Fs 24,000.0 psi 1.330 Special Inspection 1.000 Grout @ Rebar Only Normal Weight Block Equivalent Solid- Thickness 4.600 in Uniform Load Dead Load 1,287.500 # /ft Live Load 570.000#/ft Load. Eccentricity 0:000 in Roof Load Concentric Axial Load Dead Load Live Load Roof Load 0.000 Mt 0.000 #/ft Wind Load 48.310 psf Design Values 1,350,000 psi Rebar Area n : Es / Em 21.481 Radius of Gyration Wall Weight 55.000 psf Moment of Inertia Max Allow Axial Stress = 0.25 fm (10/140r) ^2)'* Spinsp Allow Masonry Bending Stress = 0.33 fm * Spinsp Allow. Steel: Bending Stress = 0.078 in2 2.535 in 354.810 in4 336.32 psi 495.00 psi 24,000.00 psi op k 0.03641 0.23590 2 /kj .0.92137 9.20187 Load Combination & Stress Details Summary Axial BendingStresses Axial Moment Load Steel Masonry Compression Top of Wall in- # lbs psi psi psi DL +LL 0.0 1,857.5 0.0 0.0 33.65 DL + LL + Wind 0.0 1,287.5 0.0 0.0 23.32 DL +LL +Seismic 0.0 1,287.5 0.0 0.0 23.32 Between Base &Top of Wall DL+ LL 0.0 2,118.8 0.0 0.0 38.38 DL+ LL + Wind 6,540.0 1,548.8 24,039.0 345.5 28.06 DL +LL + Seismic 2,457.1 1,548.8 9,031.4 129.8 28.06 9.50ft high wall with 0.0Oft parapet, Normal Block w/ 8.00in wall w/ #5 bars at 48.00ino.c. at center Max. Bending Compressive Stress Allowable Max. Axial Only Compressive Stress Allowable Max Steel Bending Stress Allowable 373.53 OK 658.35 OK 38.38 psi 336.32 OK •• ••• •.• • • • •• 24,038.95 phi . • •' • • • • • • • 31,920.00 •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •0• • • • 0 •• • • ::3403..NW..82nd- Avenue, Suite 320.B .Title : •Miami, PIaricia33122 Dsgnr: -305.59.9;81.33 Description 30:5:599.8076 FAX Scope : •Job-# Date: 3 :O6PM, 23 JUL 09 Rev: 580002 User:' KW -0804804, Ver 6.8.0,1 =Dec -2003 (c)198$ 2003?ENERCALC Engineering Software Masonry Wall Design 07- 212.ECW:Caioulations Description final Loads :& ;Moments Wall Weight moment. @Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment @ Mid Ht 261.25 Ibs Live Load Moment @ Top of Wall LiveLoad Moment @:Mid Ht Maximum Allow Moment for Applied Axial Load = Maximum Allow Axial Load for Applied Moment • 0.00 ins# 0.00 in-4 0.00 in-4 0.00 in4 Wind Moment @ Mid Ht Seismic Moment @'Mid Ht Total Dead Load Total Live Load 6,529.37 in4 18,564.66 lbs 6,539.96 in* 2,457.06 in4 1,287.50 lbs 570.00 lbs •• ••• • • • • • •• • • • • • • • • • • . • •• ••• 00 • • • 00 00 • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • 000 • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00.0* • • • •• •• 000 • • • 000 • •. EASTERN ENGINEERING GROUP 3403 NW 82 AVE. ,SUITE 320-B MIAMI, FL, 33122 TEL: (305) - 599-8133 FAX(305) -599 -8076 C.A. No.26655 eL Jc,;11 eut_m d A . = a. 6.6_ 420, i5C6 Iffe.a , 12? H, 23. is .0 PROJECT NAME: _ I O 10 ' PROJECT No: 09 -,122. DESIGN BY: E.M. REVISED BY: PAGE: 2 L _ (q2.3. (i 2 m) - v 445_, As (16( - ) O.(p(o.q04)(4,5-4.gS) q:P5,65 it# L (iqij-j 0°. —Ife_ Ax—ai Gt.( fv, -Lb Lt7lNe �-ar o f lam-c f' - - - 5, 4. \Ix= 1/2..1 V2, (.10_ 5,0 s)(jp_, 5) .5 345,..a I (L Vodloif D__(411 _pr(o..0)( \f--1,t7- 5. IL i IL. 4c. , bt__ )1° -Stir-4 r •• ••• • • • • • ••• •• • • • •• • • • • • • • • • •••••• •• • •• •••• .• •. • • •• • • • • • • ■ • • • • • •• •• • •••• • • •• • • • • ••• ••• • ••• • • •- • • • • • • • ••• • • •• •• ••• • • • • • ••• •• • ••• • • • • • ■ • • • • ••• • • • • • • • • •• •• • • L 7,6 . • EASTERN ENGINEERING GROUP 3403 NW 82 AVE. ,SUITE 320 -B MIAMI, FL, 33122 TEL: (305) -599 -8133 FAX(305) -599 -8076 C.A. No.26655 aectino) 411 (oils- 4-54-7fte- (Du= 44-1),q-5 qcs ' q9 B. tq J J PROJECT NAME: i11— 1,2 2 'C�<i 4i�;lca PROTECT No: 09 -173 DRSIGN BY.' E.M. REVISED BY: RL._.___ PAGE: 61(4),), ibo (0.44,5)- 391,5 (22 I. /9,6)2 9, d) . z s)' . l " . / 6 4 4 l� L4 0 -0 0 .-- .44 1. 7- 5. 9- . 4 2. plc 41boil \lac f- c.• 0 1130.11 —"•••• •• • •• • • • • • ��arben• I)( es/' g �� "�,E',� D � . k�� • • • • • • . ... ••• • 5e �� .,4', + • • • • • • L • • ............. ...... ...... •• • J �y�l3�Zmtn 3403 NW 82nd Avenue, .Suite 320 -B Title : Miami,_ Florida 331'22 Dsgnr: 305.599.8133 Description : 305;599.8076 FAX Rev: 580005 User: KW40804804, Ver 5.8.0, 1 -Dec -2003 (c)1883,2003 SNERCALC Engineering Software Scope: Job '# Date: 3:06PM, 23 JUL 09 Steel Beam _Design Description Channel to reinf..tie.beam at entrance 07 212.ECW;Calouiailons General iIflformation Code Ref: AISC 9th ASD, 1997 . UBC, 2003 IBC,2003 NFPA 5000 SteelSection . :.C1OXSO Center:Span Left Cant. Right Cant Lu : Unbraoed Length 12.50 ft 0.00 ft 0.00 ft 0.00 ft Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together Fy 36 .00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Distributed Loads Notel .ShortTerm Loads Are WIND Loads. #4 #5 #6 #7 k/ft k/ft k/ft fit ft DL LL ST Start. Location End Location #1 0.450 0.510 #.2 3 Point Loads Note! Short Term .Loads Are WIND Loads. Dead Load Live Load Short Term Location 'Summary #1 3.000 2.500 #2 3.000 10.000 #3 # 4 #`5 #6 #7 k k k ft Using: C1OX30.section, Span = End Fixity = Pinned- Pinned, Lu Moment fb : Bending Stress -fb /Fb Shear fv : Shear Stress fv / Fv 12.50ft, Fy = 36.Oksi = 0.00ft, LDF = 1.000 Actual Allowable 26.834 k -ft 40.986 k -ft 15.556 ksi 23.760 ksi 0:655 :1 9.187 k 1.365 ksi 0.095 1 96.912 k 14.400 ksi Beam OK Static Load Case Governs Stress Max. Deflection Length/DL.Defl Length/(DL +LL .Deft) -0.262 in 1,699.6: 1 571.9 : 1 Force & Stress Summary Max. M + Max. M - Max. M .@ Left Max. M @ Right Shear @ Left Shear @Right Center Dell. Left Cant Dell Right Cant Defl ...Query Defl @ Maximum 26.83 kit 9.19 k 9.19 k -0.262 in 0.000 in 0.000 in 0.000 ft «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only taa Center (7a. Center t l Cants @ Cants 9.37 26.83 3.00 3.00 -0.088 0.000 0.000 0.000 Reaction @ Left 9.19 3.00 Reaction @ Rt 9.19 3.00 Fa calc'd per Eq. E2 -1, K"L/r < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy 9.19 9.19 -0.262 0.000 0.000 -0.262 0.000 0.000 k -ft k -ft k -ft k -ft k k 0.000 0.000 in 0.000 0.000 in •• ••Q•OQO• • • 0•000J1il 0.000 0.000 ; :.00s • • • • 000: in • • • • • 9.19 9.19 9.19 9.19 •• • • • • •• • • • • • • • • k • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••. • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3403 NW 82nd Avenue, Suite 320 -B Title : Miami, Florida 331.22 Dsgnr. 305.599.8133 Description 305:599.8076 FAX Scope: Job # Date: 3:06PM, 23 JUL 09 Rev: 580005 User. KW- 0804804, Ver 5.8.0, 1- Dec -2003 (c)1983=2003:ENERCA,C Engineering.Software 'Description Channel to-reinf. tie beam at entrance Steel Beam :Design 07- 212.ECW:Caiculatione Section Properties C10X30 Depth Web Thick Width Flange Thick Area Xog:Dist. 10.000 in 0.673 in 3.030 in 0.436 in 8.81 in2 0.649 in Values for LRFD Design.... J 1.220 in4 Cw 79.50 in6 • Weight 29.92 #/ft Ixx 103.000 in4 lyy 3.930 in4 Sxx 20.700 1n3 Syy 1.650 in3 "R -)o 3A20 in R -yy 0.668 in Zx 26.700 in3 Zy 3.780 in3 1.000 in •. ••• • • • • • .• • • • • • • • • • • • • • • • • • .• ••• •• • • • ••. •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • ••••• • • • • • •• .• • • • •• •• 000 • • • ••• • • • 3403 NW 82nd Avenue, Suite -320 »B 'Title : Miami, Florida23122 Dsgnr: .305.599.8133 Description 305.599.8076 FAX Scope: Job# Date: 3:06PM, 23 JUL 09 Rev: 580000 User. KW.0604804. Ver 5.8.0.1 -Dec -2003 (c)4983.2003 ENERCALC Engineering Software Description Masonry Column :Design Checking TC1 :below-RB -4p 07- 212.EGW :Calculations General.lnformation Column-Height Width Depth Column Area Reber Size Bar Count Each Face ...rebararea Reber Depth 9.000-ft 8.000 in 8.000 in 64.00 in2 5 1 0.310 in2 16.000 in fm- Fs Em =fm* 1,500.00 psi 24,000.00 .psi 900.0 Code Ref: ACI 530-02 Seismic Factor Seismic Zone Wall .Density Load Duration Factor Special inspection 0:3000 0 125.000 .pcf 1.000 Applied Loads Vertical'Load Dead Load Live Load eccentricity Load Type 0.00k 11.00 k 0.000 in Roof Lateral Load ..distance to bottom ..distance to top Load Type Wind Load 0.00 *ft 0.000 ft 0.000 ft Wind 60.00 psf Design Values Allowable Steel -Tension Fa: [.25*fm *Aseff*(.5 w/o sp. insp.)* (.5 if thk < 12 ") + .65 * as * Fsc3 * [1- (h'/140r) "2] Fb:Masonry: 0.33 *fm *(.5.w /o sp. insp) <= 2000 Max Allow Moment w/o Axial Load Max. Allow Axial Load w/o Moment 24,000.00 psi 461.50 psi 500.00 psi 2,012.45 ft-# 29.54 k np •k E 0:14169 j 0;86361 0.40917 2/kj 5:65984 n 21.481 1,350,000 psi in �oad Combinations-& Stress Details Summary Top of Wall Dead + Live Load Btwn :Base &Top of Wall Dead + Live + Wind 405.0 Dead + Uve + Seismic 168.7 Moment ft4 0.0 Summary Axial lbs 11,000.0 250.0 250.0 Bending Stresses Steel Masonry psi psi 0.00 0.0 3,089:9 1,287.5 99.62 41.51 Axial Stress psi 171.88 .3 :91 3.91 Column Design OK 9ft high column, Width= 8.000in, Depth= 8.000in Using 1 - #5 bars at 'd' = 16 .00in Max. Bending + Axial Comp. Stress 171.88 psi Allowable 500.00 OK Max. Axial Only Compressive Stress Allowable Max Steel Bending Stress Allowable 171.88 psi 461.50 OK 0)69' AI Qsi• • • • • • 24,1 fA0.ei pK •.e•• • •••. • •. ••• .• • .••. • • •• .• • • • •••• • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • •. •. • .•.• • .•.. • • • • • • • • • • • • • • •••• • • • • • . • . .. • • • • • • • • .•.•.• • • • .... .•• • • • • ••• • • • • 3403 NW 82nd Avenue, Suite 320B Titi) : Miami, Fiorida33122 Dsgnr: Description : 305.599.81:33 305.599.8076 FAX Scope : Job:# Date: 3:06PM, 23 JUL 09 Rev. 580000 User. KW-0804804, Ver 5.8.0, 1-0ec -2003 (c)1983 -2008 SNSRCALC Engineering Software Masonry Column Design 07- 212.ECW:CaICUlasons Description Cheoking TC1Tbelow'RB 4 Summary of Loads - &Moments Vertical Loads... Total DL @ Top Mid-Height .DL4 LL Combined Moments... Top DL 4 LL Mid: DL + LL + Wind Mid: DL + LL +Seismic 0.00 .k 0.25 k 0.00 ft4t 405.00 ft4t 168.75 ft4t 11.00 k 11.00 k Lateral .Loads... Wind 4 Lateral Seismic+ Lateral • • • •• • • • • • • • • • • • • • • • • • • •• ••• •• • • • •• 40.00 # /ft 16.67 #/ft •• ••• • • • • 114 o •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t • 3403 NW 82nd Avenue, Suite 320 -B Title : Miami,'Florida 33122 Dsgnr: 305.5998fi33 Description 305.599.8076 FAX Scope .Job # Date: 3:06PM, 23 JUL 09 Rev. 580001 User. KW40804804, Ver 5,8.0, 1- Dec -2003 (c)11)83,2003 ENERCALC Engineering Software Description WF =16 Generat Footing Analysis eA:Design Q7- 212.ECW;Calculations General,information Allowable Soil°Bearing ShortTerm increase Seismic Zone Live & ShortTerm Combined fc Fy Concrete Weight Overburden Weight 2,000.0 psf 1.000 0 3,000.0 psi 60,000.0 psi 145.00 paf 0.00 psf Code Ref: ACI - 318..02,1997 UBC, 2003 IBC, 2003 NFPA 5000 T Dimensions... Width slang X: X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim. Along Y -Y Axis Base Pedestal Height Min. Steel Reber Center To Edge Distance 1.330 ft 1.000 ft 12.00 in 8.00 in 12.00 in 0.000 in 0.0014 3.50 in Loads Applied Vertical Load... Dead Load Live .Load Short Term Load Applied Moments... Dead Load Live Load Short Temi Applied:Shears... Dead Load Live.Load ShortTerm Summary 1.280 k 0.570 k Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) k k k ...ecc along X X Axis 0.000 in ...ecc along Y -Y Axis 0.000 in Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k-ft k4t Creates Rotation about X -X Axis (pressures @ top & bot) k k k 1.33ff x 1.00ft'Footing, 12.0in Thick, w /Column Support 8,00 x 12.00in x .0.0in high Max Soil Pressure Allowable "X Ecc, of Resultant "Y' Ecc, of Resultant X-X Min. Stability Ratio Y -Y Min. Stability Ratio DL+LL DL +LL +ST 1,536.0 1,536.0 psf 2,000.0 2,000.0 psf 0.000 in 0.000 in 0.000 in 0.000 in No Overturning 1.500 :1 No Overturning Max Mu Required Steel Area Shear Stresses.... 1 -Way 2 -Way Footing Design OK Actual Allowable 0 :114 k fit perft 0.259 in2 perft Vu 0.000 0.000 Vn *Phi 93.113 psi 186.226 psi Footing Design Shear Forces Two - Way Shear One -Way Shears... Vu @ Left Vu @ Right Vu @Top Vu @ Bottom Moments Mu @Left Mu @ Right Mu @ Top Mu @ Bottom ACI C-1 ACI C-2 ACI C-3 Vn * Phi 0.00 psi 0.00 psi 0.00 psi 186.23 psi 0.00 psi 0.00 psi 0.00 psi 93.11 psi 0.00 psi 0.00 psi 0.00 psi ..91;14 • • • • • • 0.00 psi 0.00 psi 0.00 psi to 93.1t pert• 0.00 psi 0.00psi 0.00 psi • • • • • 93.9 pal • • • • • ACI C-1 ACI C-2 ACI C -3 • •Ru ? I•Mil • • • ••• • •As•R6Qtd 0.26 in2 0.26 in2 0212,id2. pb2'n? • • • ••• • 0.11 k -ft 0.09 k -ft 0.05 k -ft 1.8 psi 0.11 k -ft 0.09 k -ft 0.05 k -ft 1.8 psi 0.00k -ft 0.00 k-ft 0.00 k -ft ••• •••0.0psi% ••• 0.00 k -ft 0.00 k-ft 0.00 k -ft :64, ; :0.4.p$i ; •. • • • • • • • • • • • ••• ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • per ft perft per ft per ft 3403 NW 82nd Avenue, Suite 32048 Miami, Florida 33122 305.599.8133 305.599.8076 FAX Title Dsgnr: Description : Scope : Job# Date: 3:06PM, 23 JUL 09 Rev: .560001 User: KW.O604604, Ver 5.6.0, 1 -Dec -2003 (c)1983,20Q3.ENERCALC Engineering Software General 'Footing Analysis °& Dee gn 07- 212.ECW :CalcUlations Description VVF -16 Solt "Pressure.Sumt�nary Service Load Soil Pressures DL-+ LL DL LL ST Factored Load Soil Pressures ACI "Eq. C-1 ACI Eq. C-2 ACI Eq. C -3 Left Right 1,535.98 1,535.98 1,535.98 1,535.98 2,278.94 1,709.20 996.67 2,278.94 1,709.20 996.67 Top 1,535.98 1,535.98 2,278.94 1,709.20 996:67 Bottom 1,535.98 psf 1,535.98 psf 2,278.94 psf 1,709.20 psf 996,67 psf :ACI Factors (per ACI 318 -02, applied internally to entered loads) ACI C-1 & 2 DL ACI "C-1 & C-2 LL ACI C -1 & 0-2 ST ....seismic= ST' : 1.400 ACI C-2 Group Factor 1.700 ACI C-3 Dead Load Factor 1.700 ACI C-3 Short Term Factor 1.100 Used in ACI C-2 & C-3 0.750 Add "1 1'1.4h'Factor for Seismic 0.900 Add"' "0.9" Factor for Seismic 1.300 •• ••• • • • • • •• • • • • • •• • • • • ••• • • • • • • • • • • •• ••• •• • • • •• •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • 1.400 0.900 • 3403 NW 82nd Avenue, Suite 320-8 Title : Miami, Florida 33122 Dsgnr: 305.5.99:8133 Description : 30.5.599,8076' FAX .Scope : Jobs# Date: 3:06PM, 23 JUL 09 Rev. 580000 User: KW4804804, Ver 5.8.0, 1- Dec -2003 ( c)1983,2003- ENERCALC.Engineering Software Square Footing Design 07- 212.RCW:Caieuladons Description F3.O UPLIFT General _information Code Ref: ACI 318-02, 1997 UBC, 2003 IBC,_ 2003 NFPA 5000 Dead -Load Live Load Short .Load SeismicZone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension 1.400 k— 2.100 k 0.300 k 0 1 10.000 psf 145.00 pcf 1.330 8.00 in Note: Load factoring supports 2003 IBC and 2003 . NFPA 5000 by virtue Factoring of entered Toads to ultimate loads within this program is Footing Dimension Thickness # of Bars Bar Size Reber Cover fc Fy 3.000 ft 12.00 In -4 5 3.250 2,000.0 psi 40,000.0 psi Allowable Soll.Bearing 2,000.00 psf of their references to ACI 318-02 for concrete design. according to ACI 318-02 C.2 Reinforcing Rebar Requirement AdtualRebar' "d" depth used 200/Fy As Req'd. by Analysis Min. Reinf % to Req'd 8.438 in 0.0050 0.0003 in2 0.0014 % 3.00ft square x 12.0in thick with 4- #5 bars Max. Static Soil Pressure Allow Static Soil Pressure Max. ShortTerm Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn " Phi : Capacity 643.89 psf 2,000.00 psf 677.22 psf 2,660.00 psf 0.66 k -ft/ft 9.96 k -ft /ft As to USE perloot of Width Total As Req'd Min Allow % Reinf Vu : Actual One -Way Vn*Phi : Allow One -Way Vu : Actual Two-Way Vn*Phi : Allow Two-Way Alternate Rebar Selections... 4 # 4's 3 # -5's 2 #7's 1 #8's '0.259 in2 0.778 in2 0.0014 4.45 psi 76.03 psi 12.47 psi 152.05 psi 2 #6's 1 #9's 1 #10's •• ••• • • • • • • • • • • •• • • • • ••• • • • • • • • • •• ••• •• • •• • • •• •• • • • • • • • • • • • • •• • • • • • • • • • • 0 • • • • • 0 • • 0 ••• ••• ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • •• •• • • • • 4 3403 NWZ2nd ;Avenue, Suite 3320 -B Title : Miami,'Florida:33122 Dsgnr: .305:59.9.8133 Description : 305:599:8076 FAX Scope : Job # Date: 3:06PM, 23 JUL 09 Rev: 880000 User. Kw=0604804, Ver 5.8.0, 1 -Dec -2003 (c)1983- 2003ENERCALC Engineering Software Description F3.0 GRAVTY `Square Footing Design 07.212,ECW:Calculations General information Dead Load Live Load Short Term Load SeismicZone Overburden Weight Concrete Weight LL & ST Loads Combine Load Duration Factor Column Dimension 3.000 k 2.100 k 0.300 k 0 110.000 psf 145.00 pcf 1.330 8.00 in Code Ref. ACI 318,02, UBC,2003 l C, 2003 NFPA 5000 Footing `Dimension 3:000 ft Thickness 12.00 in 4-of Bars 4 Bar Size 5 Rebar Cover 3.250 tic 2,000.0 psi Fy 40,000.0 psi Allowable Soil Bearing 2,000.00. psf Note: Load •factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered Toads to ultimate loads within this program is according to ACI 318 -02 C.2 Reinforcing Reber. Requirement ActuaFRebar "d" depth used .200 /Fy As Req'd by Analysis Min. Reinf % to Req'd Summary 8:438 in 0.0050 0:0003 in2 0.0014 As to USE per foot of Width Total As Req'd Min Allow % Reinf 0.259 in2 0.778 in2 0.0014 3.00ft square x 1.2.Oin thick with 4-#5 bars Max.: Static Soll Pressure Allow Static Soil Pressure Max..Short Term "Solt Pressure Allow Short-Term Soil Pressure Mu : Actual Mn * Phi : Capacity 821.67 psf 2,000.00 psf 855.00 psf 2,660.00 psf 0.83 k -ft /ft 9.96 k =ft /ft Vu : Actual One -Way Vn *Phi : Allow One -Way Vu : Actual Two-Way Vn *Phi : AIIowTwo -Way Alternate Rebar Selections... 4 *4's 3 #5's 2 It Ts 1 #8's Footing OK 5.59 psi 76.03 psi 15.67 psi 152.05 psi 2 # 6's 1 # 9's 1 '# 10's •• ••• • • • • • • • •• • •• •• • • • • •• • • • • • • 0 41 • • • • • • • • • 00 • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX: (305) 264-0229 DRAWN BY: TULY tlutt 'urtregurs Itr. LAND SURVEYORS SURVEY No. 6- 0002885 SHEET No. 2 OF 2 BOUNDARY SURVEY SCALE =1' : 20' U.P. LOT -10 BLOCK -44 LOT -11 BLOCK - 44 LOT - BLOCK SURVEYOR'S NOTE: - There may be Easements recorded in the Public Records not shown on this Survey. • The purpose of this Survey is for use in obtaining Title Insurance and Financing and should not be used for Construction purposes. E:IADCADIdwtfileslTest.dwt 7292005 3•38•49 PM EST cati 5582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33126 TELEPHONE: (305) 264 -2660 FAX: (305) 264 -0229 DRAWN BY: G.F.G. Nova Surveyors, Inc. LAND SURVEYORS SURVEY No 6- 0002885 -2 SHEET NO 1 OF 2 SURVEY OF LOT 8-9, BLOCK 44, OF MIAMI SHORES SECTION ON BOOK 10, PAGE 70, OF THE P1 BLIC RECORDS OF MIAMI -DADE ED, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT PROPERTY ADDRESS: 308 NE 96 ST, MIAMI SHORES, FL 3313 FOR: LEONARDO KOCKING LOCATION SKETCH ABBREVIATION AND MEANING A =ARC AIC = AIR CONDITIONER PAD AE. = ANCHOR EASEMENT AIR = ALUMINIUM ROOF NS = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.L.F. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R. = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN. &EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT L.P. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE NAP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE 0.H.L. = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL = PLANTER P.L.S. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RJW = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. #8044 SWK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED SY = ANGLE = CENTRAL ANGLE = CENTER LINE = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY")' - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. • THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A. - AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEUSUFFIX: 120652 0093 J DATE OF FIRM: 07/17/1995 BASE FLOOD ELEVATION: . CERTIFIED TO: LEONARDO KOCKING LEGEND TYPICAL -OH- OVERHEAD UTILITY LINES azz CBS = WALL (CBWI - C.L.F. = CHAIN LINK FENCE -0-0- -ra-sr I.F. = IRON FENCE W.F. = WOOD FENCE ■ 000 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI -DADE COUNTY. BM# ELEV. FEET OF N.G.V.D. OF 1929. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017.8, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: 724 .r2-2 2=07 ROBERT IBARRA (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: REVISED ON: SURVEYOR'S SEAL BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33`1 Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration-date stated below. The Miami -Dade County Product Control Division (hi Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. SH08 -01, titled "Series 2000 Aluminum Single Hung Impact Resistant Window ", sheets 1 through 6 of 6, dated 01/25/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov /buildinncode APPROVED NOA No. 08- 0219.03 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08 -01, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Impact Resistant Window ", dated 01/25/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram'of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 12/22/07, signed and sealed by Francisco Hernandez, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. E -1 Manuel Per Product Control Ex NOA No. 08-02 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 E. ine .03 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated February 6, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated February 6, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5252 issued by Fenestration Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report No. FTL -5253 issued by Fenestration Testing Laboratory, Inc., dated 10/10/07, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. None. E -2 Manuel ' erez, Product Control Exa NOA No. 08- 0219.1 3 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 HEAD ANCHORS SEE CHART 4" 10 "MAX. ;A Ij IAz) r; ; IMPACT GLASS (SURFACE APPUE0) / _ MAY BE USED 1, II IMPACT GLASS -- I10 "MAX.I- �4 WINDOW WIDTH TIPICAL ELEVATION 1 OVER 1 GENERAL NOTES: 1.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART. 2.- REFERENCES: TEST REPORTS FTL -5252 AND FTL -5253. 3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. 4.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG IMPACT RESISTANT WINDOW WINDOW ANCHOR DISIGN DIMENSION SCHEDULE PRESSURE PRE WIDTH HEIGHT Illt AND nu PER JAMB EXT. INT. 19 1/8" 3 90.0 90.0 26 1/2" 3 3 90.0 90.0 37" 26" 4 90.0 90.0 53 1/8" 6 75.0 75.0 19 1/8° 3 90.0 90.0 28 1/2" 3 4 90.0 90.0 37" 38 3/8" 4 90.0 90.0 53 1/8 6 75.0 75.0 19 1/8" 3 90.0 90.0 28 1/2" 3 90.0 90.0 37° 50 5/6° 4 6 90.0 90.0 53 1/8" 6 75.0 75.0 19 1/13 3 75.0 75.0 2 6 1/2" 3 7 75.0 75.0 37° 63" 4 75.0 75.0 53 1/8" 6 75.0 75.0 19 1/8" 3 75.0 75.0 2637/2" 3 75.0 75.0 74 1/4' 8 4 75.0 75.0 53 1/8" 6 75.0 75.0 IMPACT RESISTANT WINDOW Sunshine Windows Manufacturing, Inc. 1745 W. 3Srd Piaae )4 eah. FlMea 33012 Ph: (305)364 -9952 Fmh(305)828 -5118 4 -_ O 8 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Drown By: RF Data 04-0 -08 scd. 1/2 =1' ReWslon: Rave= !MANG No. SH08 -01 SHEET 1 OF 6 TYPICAL ANCHORS TfPICAL 2 1/2" MIN. 2 1/2° MIN. ANCHORS 1 /4' SMS 1 1/2" MIN. PENETRATION INTO WOOD. r/4 M M M • « •• • d4 ' . , • A. d.. • ... .. • ° . f • : `e • ' 1/4. TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) Sunshine Windows Manufacturing, Inc. 1748 W. 33rd Plus Ph: (305)384 -9882 Fmc(308)828 -8118 (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) 2" BY WOOD BUCK .:`:' ;am lilt- ce ! =� — ■ '_� �II., 1I jN I ' N 1 ges `6 DETAIL Al DETAIL A2 ATTACHMENT TO MASONRY ATTACHMENT TO WOOD TYPICAL ANCHORS GLAZING DETAIL THROUGH 0.090° DUPONT 1/8° HEAT BUTACRE PVB 1/8" HEAT t /4' SMS METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) STRENGTHENED r 44 STRENGTHENED , S _ ,� 1 11.11f47 III w 3/8 (MINIMUM) I DETAIL A3 ATTACHMENT TO METAL STRUCTURE DETAIL I1�1 (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) a,PPcmllaseam9lyM8witfado Fbrtda y.. ,. Des !J: X ',#,_ NO - iT_t;Si ✓IVITsL Miami ',".. Nadine ..... ,,. s " %//,.....,; < _ Dr.. B: R F . SIUCONE PECORA 898 Date: 04-22— so.. 1/2 st TYPICAL HEAD SECTIONS 46,181 n: RMWea: ,i Si ►'` d OWING ND. SH08 -04 IMPACT RESISTANT WINDOW ° 02 05 FRANCISCO #� SHEET 2 OF 6 TYPICAL ANCHORS 1/4' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL C1 ATTACHMENT TO PRE -CAST SILL 2' BY WOOD BUCK TYPICAL ANCHORS 1 /4' SMS 1 1/2° MIN. PENETRATION INTO W000. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL C3 ATTACHMENT TO WOOD Is 2 1/2° MIN. 3/4' MAX NON — SHRINK GROUT OR 1' BY W000 BUCK o 2 1/2" MIN. TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1` BY WOOD BUCK OR NON SHRINK NON METALUC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) DETAIL C2 ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4' SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL C4 ATTACHMENT TO METAL STRUCTURE (STEEL. OR ALUMINUM 1/8' MIN. THICKNESS) TYPICAL SILL SECTIONS IMPACT RESISTANT WINDOW 4 -02_08 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine windows Manufacturing, Inc. 1743 W. 33rd Place Hialeah. Ronda 33012 Ph: (306)384 -8932 F=005)82E1-6118 Drum Br. RF Data 04-0 — Soate: Revision: Revision: DM/MO N0. SH08 -05 SHEET 3 OF 6 1/4" MAX. SHIM SPACE 1 1/4" 2° BY WOOD BUCK TYPICAL ANCHORS 1/4" SMS 1 1/Y MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING N40 NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) DETAIL D2 ATTACHMENT TO WOOD TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1" BY W000 BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL DI ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL VALIDS FOR JAMBS, HEAD AND SILL MIAMI -DADE COUNTY APROVED ATTACHMENT TO MULLION DETAIL TYPICAL JAMB SECTIONS IMPACT RESISTANT WINDOW 1/4" MAX SHIM SPACE TYPICAL ANCHORS 1/4" SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL D3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) APprovcd m ca¢oplyiagivU8 the FSurirht ...; 3, No N:.z'7iB7L- J1r�,� • 4.02.08 FRANCISCO HERNANDEZ FLORIDA PE # 51 393 es Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Kato*, FlmWa 33012 Ph: (306)384 -9962 Fina(306)828 -6118 Omn er RF Ode: 04 -02-08 Saate: 1/2" =1' Reddam ORAWiNO NO SH08 -06 SHEET 4 OF 6 VERTICAL SECTION (SEE DETAILS 01. 02 AND 03 ON SHEET 4 OF HORIZONTAL SECTION • VERTICAL SECTION WITH TOP LOCK IMPACT RESISTANT WINDOW APPm...10c00917815 Florida • — Date .1&L Z NO APL:=Nalikird.V. Masai Pthct FRANCISCO HERNANDEZ FLORIDA PE # 51393 vrn Sunshine Windows Manufacturing, Inc. 1743 It 33rd Race lieltch. Doti* 33012 Ph: (305)364-9982 PaN(305)828-8116 ornwn 13„, RF Dam 04-0?—ge Scie 1/2'1 Nevliare liebtolon: ORAVANO NO. SH08-02 SHEET 5 OF 6 1.31 ` 2.082 �� J1 0. 0.812 0.304 MATERIAL 0.812 2. 1 FRAME HEAD 1350 25 �I 1 IT 1 1.280 �J J 0.398 0.750 GLAZING BEAT SWAY-101 6063 -T6 I FRAME HEAD SW -014 8083 -15 FRAME SILL MEETING RAIL SW -015 6083 -T5 `° 2.127 a 0.082 2.314 • FRAME JAMB 0.937 4 1.825- --{ 2.000 -{ 0.050 1.878 SASH r 0.812 (- TOP RAIL SW -017 8083 -T5 SASH TOP RAIL 8063 -75 0.68 2.078 --i FRAME SILL SW -52101 6063 -15 — I— 2,375 ---I FRAME JAMB SW -011 8063 -15 2780 I---- L -'I SASH 1.890 1.000 BOTTOM 6083 -T55 --I 0.082 (- RAIL jme 0.592 0.1870 1.000 1 r, —I 0.810 SASH 0.050 -- I-.- SIDE SIDE RAIL 1324 0.7 19 SASH BOTTON RAIL PLASTIC KOCETAL K300 SW -43353 MATERL4LLLSr ITEM# PART# REQD. DESCRIPTION MATERIAL 1 SW -014 1 FRAME HEAD 6063 -T5 2 SWS2101 1 FRAME SILL 8083 -T5 3 SW -011 2 • FRAME JAMB ''6063 .45 • 4 SW40111' 1 MEETING RAIL 6083 -75. 5 SW -017 , 1 SASH TOP RAIL 8063 -75 5 5W43355 1 SASH BOTTM RAIL 6063 -15 7 SW8202B 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 6083 -TS 9 SW -AS AS REQ ASSEMBLY SCREWS # 8X1' PH PHIWP CRS 10 SW8202A 4/VENT FACE GUIDES NYLON 11 5W43353 2/VENT LATCH BOTTOM RAIL • PLASTIC 12 SW1820 AS RQD SEAL PILE FELT 13 SW3257 AS ROD WEATHER STRIP BULB VINYL 14 - AS RQD SILICONE DC- 899/0E -1200 15 SWW101 AS ROD GLAZING BEAD 6063 -T6 16 SW540 2 SPIRAL BALANCE ALUMINUM 17 SW -667 2/VENT LATCH ZINC 18 SW3082 AS RQD WEATHER STRIP BULB VINYL IMPACT RESISTANT WINDOW FRANCISCO HERNANDEZ FLORIDA PE # 5130 Sunshine Windows MOM1facturing, Int. 1748 W. 33rd Place Kedah. Rertda 33012 Ph: (308)384 -9952 Fina(305)828 -5118 DraYa e.: R Dote: 04 -02 -08 Sc Ie: 1/2' °1 Rotel= Wear OPA8INO NO. SH08 -03 SHEET 6 OF 6 APPROVED ❑ REVISE/RESUBMIT PROJECT NAME TO THE BEST OF MY KNOWLEDGE AND PROFESSIONAL RELIEF HEREBY APPROVE AND CERTIFY THAT THESE SHOP DRAWINGS ARE IN GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CRITERIA OF THE PROJECT AND IN GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THIS REVIEW DO NOT RELIEVE CONTRACTOR OR BUILDER OF RECORD FROM COMPLIANCE WITH REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES ANY TECHNIQUES OF CONSTRUCTION, COORDINATING HIS OR HER WORK WITH THAT OF ALL OTHER TRADES AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER. SHOP DRAWINGS o REJECTED ❑ FURNISH AS CORRECTED COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FD -750 Impact Aluminum French Door and Sidelites APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Sidelites, Impact ", sheets 1 through 8 of 8, prepared by the manufacture, dated 12/21/04, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO NOA No 05- 0103.03 Expiration Date: February 24, 2010 Approval Date: February 24, 2005 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 8000 -11, titled "Alum. French Door & Sidelites, Impact ", sheets 1 through 8 of 8, prepared by the manufacture, dated 12/21/04, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. }TL- 4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. 2. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4312, dated 09113/04, signed and sealed by Edmundo Largaespada, P. E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E 1300, and structural analysis, prepared by manufacure, dated 12/22/04, signed and sealed by Lucas A. Turner, P.E. D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). E. MATERIAL CER'TIF'ICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Solutia Interlayers ", dated 03/04/04 and expiring on 03/04/09. 2. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite PVB Material ", dated 11/21/02 and expiring on 12/11/05. iTt.1- Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05 -0103.03 Expiration Date: February 24, 2010 Approval Date: February 24, 2005 E•1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of code compliance, dated December 22, 2004 signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated December 22, 2004 signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 0103.03 Expiration Date: February 24, 2010 Approval Date: February 24, 2005 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB, 3/16" HS). D. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" HS,.090 PVB, 3/16" HS). TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A OR C DOORS UP TO WIDTH DOOR HEIGHT CONFIG. 6° - 79 3/4" 7° - 83 3/4" 87 3/4" 913/4" 8° - 96 3/4" SINGLE X 3° 37" +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 DOUBLE XX 6° 71 3/4" +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 SIDE LITES UP TO WIDTH SIDE LITE HEIGHT CONFIG. 6° - 79 3/4" 7° - 83 314" 87 3/4" 91 314" 8° - 96 3/4" FULL JAMB 0 3611/18" +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB 0 30 11/16" +70.0 -80.0 +70.0 -80.01 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB Q 3811/16" +70.0 -73.0 +69.5 -69.5 +87.3 - 67.3 +65.2 -t15.2 +62.7 -62.7 TABLE 2. DESIGN PRESSURES FOR GLASS TYPES B OR D NARROW JAMB O 1 3611/16" 1 +70.0 -80.01 +70.0 -80.01 +70.0 -80.01 +70.0 -80.01 +70.0 -80.0 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300 -98 (ASTM E1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300 -98 (ASTM E1300 -94 OUTSIDE MIAMI -DADE COUNTY). 3. CONFIGURATIONS: X, O, XXX, XO QX XXX, XXO, OXX, OXO XXXX, XXXO, OXXX, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 7 AND 8. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7. REFERENCE TEST REPORTS: FTL -4311, FTL -4312, AND FTL-4315. 7/18" NOM. 3/16' ANNEALED OR HEAT STRENGTH .090' PVB INTERLAYER - 3/16" HEAT STRENGTHENED GLASS GLAZING DETAIL 7/16" LAMI GLASS /8' NOM. 5/8" GLASS BITE INTERIOR SETTING BLOCK 3/16" TEMPERED GLASS 1/4" AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS GLAZING DETAIL 7/8" LAMI I.G. GLASS 5/8" GLASS BITE INTERIOR SETTING BLOCK ENED GLASS NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 GLAZING DETAILS 1 DESIGN PRESSURES 1 ELEVATIONS 2 VERT. SECTIONS 3 HORIZ. SECTIONS 4 PARTS LIST 5 EXTRUSIONS 6 ANCHORAGE 7-8 Approved ea wMlitof tee aF3 Z Nom law frx-ir,:e- Row./ O D.b• Reriskar Or* ay Dow Chock./ey. 0w.. F.K. 32/21/04 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 NOTES, DESIGN PRESSURES, GLAZING DETAILS & MAP ".r ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better FD750 FULIJ 1 - 8 ftwo 8000 -11 12/sz./Js{ Lovers .■. ?tenor. P.E. PE 058201 Meche"IDal 95 3/4" MAX. HEIGHT ALL r— 7313/16' MAX. WIDTH —j OX OR XO 37" MAX. WIDTH 79 /8" MAX. DLO ALL 25" MAX. DLO ALL X UNITS 71 3/4 " MAX. WIDTH OXO XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS. 2. FOR ANCHOR SPACING SEE SHEET 7 AND FOR ANCHOR SECTION DETAILS SEE SHEET 8. 3. FOR VERTICAL SECTIONS SEE SHEET 3 AND FOR HORIZONTAL SECTIONS SEE SHEET 4. 9 0 3611/16" MAX. WIDTH 25' MAX. DLO 145 3/8" MAX. WIDTH OXXO (SHOWING EACH VERSION SIDELITE) 3611/16" MAX. WIDTH 33 3/16' MAX. DLO 0 (FULL JAMB) 0 (NARROW JAMB) Road 9,: OW: Revisions: rt•vdar. 0.r: ra eer ow« cn.4.dOr am: F.K. 12/21/00 1070 TECHNOLOGY OKIVE NOKOMIS, FL 34273 P.O. BOX 1029 NOKOMIS, FL 34274 PGT Visibly Better EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT sarleMbeet FD750 Imam 2 > 8 a.rq� 8000 -11 a.. I 2/2 27 t Lucas A. Turner. P.E. PE 058201 Mechanical 110 5/8" MAX. WIDTH K / /' / /7/ 4 / 71 3/4 " MAX. WIDTH OXO XX NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSIONS. 2. FOR ANCHOR SPACING SEE SHEET 7 AND FOR ANCHOR SECTION DETAILS SEE SHEET 8. 3. FOR VERTICAL SECTIONS SEE SHEET 3 AND FOR HORIZONTAL SECTIONS SEE SHEET 4. 9 0 3611/16" MAX. WIDTH 25' MAX. DLO 145 3/8" MAX. WIDTH OXXO (SHOWING EACH VERSION SIDELITE) 3611/16" MAX. WIDTH 33 3/16' MAX. DLO 0 (FULL JAMB) 0 (NARROW JAMB) Road 9,: OW: Revisions: rt•vdar. 0.r: ra eer ow« cn.4.dOr am: F.K. 12/21/00 1070 TECHNOLOGY OKIVE NOKOMIS, FL 34273 P.O. BOX 1029 NOKOMIS, FL 34274 PGT Visibly Better EXAMPLE ELEVATIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT sarleMbeet FD750 Imam 2 > 8 a.rq� 8000 -11 a.. I 2/2 27 t Lucas A. Turner. P.E. PE 058201 Mechanical VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD VERTICAL SECTION B OUTSWING HEAD MAX. DLO EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL INTERIOR MAX. HEIGHT R VERTICAL SECTION D OUTSWING SILL Bey: amens", 0.m: ' mb45r. owe F.K. 12121/04 1070 TECHNOLOGY (MOVE NOKOMIS. Ft 34275 P.O. SOX 1529 NOKOMIS. FL 34274 VERTICAL SECTIONS 11 ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better F0750 m+. 4n.+: 1/2 3 a 8 8000 -11 Lucas A. Tarter. P.E. PE 030201 Mechanical OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE _ _ O DETAIL J SLAB AT GLASS BED DETAIL G STILES AT ASTRAGAL SEE NOTE DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) NOTE: ASSEMBLY HARDWARE QTY (3), 11" FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE liand ar 0* RrovdEfr m Porkdow 6.»9r oar 12/21/04 1070 TECHNOLOGY DRIVE NOKOMIS, FT. 3127E P.O. BOX 1529 NOKOMIS, FL 34274 Vlslbly Better HORIZONTAL SECTION DETAILS nm ALUM. FRENCH DOOR & SIDE LITES, IMPACT Mw11.a.t 8* — e..,bea ax. F0750 1/2 4 > 8 8000 -11 9 -? z/42, Lucas Lucas A. Turner. P.E. PE 958201 Mechanical FD750 DOOR(S) FD750 FULL SIDE LITE ITEM DWG 6 DESCRIPTION PGTO FRAME HIT PARTS 8006 FRAME, HEAD & HINGE JAMB 68006 2 8003A OUT -SWING SILL 68003 ITEM DWG DESCRIPTION PGTB 4 8006 8008 FRAME, HEAD, SILL & JAMB DRIP CAP 68006 68008 8007 SCREW COVER 68007 3 8004A OUT -SWING SILL COVER 68004 4 8008 DRIP CAP 68008 5 HEAD, SILL & JAMB WEATHERSTRIP ( SCHLEGAL) 08333718500 8009 INSTALL PLATE 68009 FRAME ASSEMBLY SCREW 08 X I` PH QUAD 781PQA 20 8012 STILE 68012 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 FRAME ASSEMBLY SCREW 08 X 1" PH QUAD 781PQA 9 8032 ASTRAGAL END SEAL 48032 1100R PANEL HEAD, SILL, & JAMB WEATHERSTRIP (SCHLEGAL) U83337T8500 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 5/16 -18 X 36" 6TRODA 36 FLANGED HEX MIT 5/16 -18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 08 X 3/4" PH SQ DRIVE TEI0 SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 68028 21 8014 TOP RAIL 68014 62 8029 SIDE LITE JAMB TRIM 68029 22 8013 BOTTOM RAIL 68013 23 8017 TOP SWEEP 68017 24 8016 BOTTOM SWEEP 68016 25 SWEEP SCREWS, 04 X 1/2" PHIL PH 26 8015 ASTRAGAL, ACTIVE & INACTIVE 68015 27 80218 GEAR HINGE, JAMB SIDE 680218 28 8020A GEAR HINGE, COVER 68020A FD750 NARROW SIDE LITE 8006 FRAME, HEAD & SILL 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 8009 INSTALL PLATE 68009 8 FRAME ASSEMBLY SCREW 08 X I" PH QUAD 21 8014 TOP RAIL 781PQA 68014 29 8018 GEAR HINGE, BACK -UP PLATE 68018 30 8019A GEAR HINGE, DOOR SIDE 68019A 22 8013 BOTTOM RAIL 68013 35 THREADED ROD 5/16 -18 X 36" 6TRODA 31 8035 GEAR HINGE, BEARING 68035 36 FLANGED 800X NUT 5/16-18 7990NUTA 32 GEAR HINGE, SET -SCREW 06-32 x 1 /4" 33 GEAR HINGE, MTG. SCREW 012 x 3/4" TRUSS HD. 34 GEAR HINGE, MTG. SCREW 012 x 1 12" TRUSS HD. 37 8039 TRUSS CLAMP 60378M 60 61 8028 08 X 3/4" PH SQ DRIVE TEK SCREW SIDE LITE HEAD TRIM 78X34PSTW 68028 35 THREADED ROD 5/16.18 X 36" 6TRODA 36 - - --- FLANGED HEX NUT 5/16.18 70 8010 FRAME, JAMB 68010 37 8039 TRUSS CLAMP 60378M 80 803313 FRENCH DOOR ASSEMBLY BEAM 6803313 38 8043 S/S GEAR LATCH MECHANISM (ASHLAND) 81 - - -- 010-24 X 2 12" PH SCREW 39 8030 LOCK BLOCK 48030 82 -- 810-24 HEX NUT 40 LATCH ASS'Y SCREWS 08 X 2" SS PHILL TR HD 78X2TPAX 83 ----- 012 X 1 I2" TR HD TEK SCREW 41 8037 S/S SHOOT BOLT ROD (SULLIVAN) 42 8045 STANDARD FLUSH BOLTS W/ SS ROD (SULLIVAN) GLASS, BEADS & SILICONE 90 DOW CORNING 8990R 995 GLAZING SEALANT 43 8031 SHOOT BOLT GUIDE 48031 44 SHOOT BOLT GUIDE & STRIKE SCREW 8-32 X 3/8" SS PHILL TR 110 78X38PFTX 45 80388 RIGHT- STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED LEFT) W5110 -43S1 46 8038L LEFT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED RIGHT) W5110 -44S1 47 STRIKE PLATE SCREWS 8-32 X 3/8" SS PHILL TR HD 78X38PFTX 48 STRIKE PLATE MIDDLE SCREW 6.24 X 1/2" FH 7612FPTX 91 92 7/16" LAMINATED GLASS (3/16" ANN.,.090 PVB 3/16" HS) 7/16" LAMINATED GLASS (3/16" 818.,.090 PVB, 3/16" HS) 95 7/8" LAM11.0. (3/16" T, 1/4" SPACE, 3/16" ANN.,.090 PVB, 3/16" HS) 96 7/8" I.AM11.0. (3/16" T, 1/4" SPACE, 3/16" 110 ,090 PVB, 3/16" HS) 105 8022 BACK BEAD 68022 106 8026A SL BACKBEAD 68026A 49 8036 STRIKE PLATE AT HEAD & SILL 107 8023A 7/16" BEAD 68023A 50 HEAD STRIKE SCREWS SS 8 X 1/2 PHILL Eli 7858ZAX 51 STRIKE PLATE SCREWS (&SILL SS 8 X 1/2 PI41LL UNDERCUT EH 78X12PFHUX 52 8041 ACTIVE TRIM SET (ASHLAND) 53 8042 PASSIVE TRIM SET (ASHLAND) 54 8044 STAINLESS STEEL PASSIVE LOCK GEAR (ASHLAND) 108 8024A 7/8" 10 BEAD 68024A 109 1224 VINYL BULB WSTP (THICK) 6TP247 Render 0. a.w,a$ o. F.K 12/21/00 Ch•akod Dow 1070 TECHNOLOGY ORME N080841$, FL 34275 P.O. BOX 1529 74080815. FL 34274 Visibly Better PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD750 NA 9r,nr 5 a 8 PMp 8000 -11 Approved u4omptrfa8with tee Fie = E 0? -'l) f /2,Y /k:. Lucas A. Turner. P.E PE 688201 Mechanical 1 1.000 .082 I t .062 1.278 7 2.236 3.838 -1 1 n #8004A 6063 -T5 OS SILL COVER {�-- 3.636 2 #8003A 6063 -T6 2 OUT -SWING SILL 1.326 4 O1 #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL 2.000 L 1 1.498 3.990 20 #8012 6063 -T6 STILE 1.938 .100 E 1.938 075 1.467 1- 4.434 21 #8014 6063 -T5 TOP RAIL 22 #8013 6063 -T6 BOTTOM RAIL r O/C5 3 10 I .442 -�{ .985 LT #8022 6063 -T5 BACKBEAD #8026A 6063 -T5 SL BACKBEAD 8.250 F-1 .818 #8023A 6063 -T5 7/16" BEAD .040 .437 10 37 .045 .957 .438 1 .125 3.251 f� r 1--- 1.835 - #8033B 6105 -T5 80 FD ASS'Y BEAM .050 2.622 61 #8023 6063 -T5 SL HEAD TRIM �- - 2.313 --�� .050 #8024A 6063 -T5 #8029 6063 -T5 I.G. BEAD 62 SL JAMB TRIM #8009 6063 -T5 INSTALL PLATE 26 #8015 6063 -T6 ASTRAGAL 1.812 -+I s 1.000 #8039 6063 -T6 TRUSS CLAMP 0621 3.636 70 #8010 6063 -T6 NARROW SL JAMB 1.000 #8008 6063 -T5 DRIP CAP 23 #8017 6063 -T5 TOP SWEEP 2.280 .075 �--- - �-{�- � I #8021B 6063 -T6 GEAR HINGE, JAMB .742 Ia- 353 .072 28 #8020A 6063 -T6 GEAR HINGE, COVER L 2 ' .301 1.763 +{� 29 #8018 6063 -T5 HINGE, BACK -UP II 4� I-0-- 2.438 -� 30 #8019A 6063 -T6 GEAR HINGE, DOOR .075 1. 1.160 r- .040 0 J 1 6 #8007 6063 -T6 SCREW COVER I .050 .797 2 240 #8016 6063 -T5 24 BOTTOM SWEEP Roved By: fmwde7 /weds,- Da* krvislons: Pewleionc over. Vow rrwo:1Sr fan: F.K. 12t21/04 1070 TEaINbLOOV DRIVE NOXOMIS, R 34770 P.O. BOX 1022 NOKOMIS. Ft 34274 EXTRUSION PROFILES PST Visibly Better from ALUM. FRENCH DOOR & SIDE CITES, IMPACT 12 rear 6 ti 8 8000 -11 12 /2 2/, ,( Luce?. A. 1Lmar, P.E. PE 058201 Mechanical 16 "r. 6 "I 83' " -8 i- 111 Li 6" Ik•— 6" ""I 6• '— DETAIL B 1/4" TAPCONS (2 OR MORE PANELS) SEE NOTE 5 FRAME MIDSPAN DETAIL A 1/4" TAPCONS OR #12 SCREWS (SINGLE PANEL) 181/2" MAX. - T---- TYP. FRAME MIDSPAN 11" SEE NOTE 5 9" 6° I6 "t �- 3" 111 111 1 18 1/2" MAX. — TYP. FRAME MIDSPAN L MIAMI —DADE COUNTY ANCHORAGE SPACING REQUIREMENTS: 1. DETAIL AABOVE REPRESENTS ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS B AND C ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. 2. DETAIL A - SINGLE PANEL CONFIGURATIONS ANCHORED WITH 114" TAPCONS OR #12 SCREWS HEAD 6" MAX. FROM CORNERS. SILL 6" MAX. FROM CORNERS. JAMBS11" MAX. FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18 1/2" MAX. SPACING THEREAFTER. 11 3" 6° -..__ 9^ DETAIL C #12 SCREWS (2 OR MORE PANELS) 3. DETAIL B - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH 1/4" TAPCONS HEAD 6" MAX. FROM OUTSIDE CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. SILL 6" MAX. FROM OUTSIDE CORNERS, AND AT 3' AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. JAMBS11" MAX. FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18 112" MAX. SPACING THEREAFTER. 4. DETAIL C - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH #12 SCREWS HEAD 8" MAX. FROM OUTSIDE CORNERS, AND AT 3', 6" AND 9° MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. SILL.. 6' MAX. FROM OUTSIDE CORNERS, AND AT 3 ", 6" AND 9" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. JAMBS11" MAX. FROM CORNERS. ONE ANCHOR AT FRAME MIDSPAN, 181/2" MAX. SPACING THEREAFTER. 5. THIS NOTE APPLIES ONLY TO INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. FOR THESE INSTALLATIONS SEE DETAIL A OR B ABOVE. ENCIRCLED ANCHORS IN DETAIL A ARE REQUIRED FOR NARROW JAMB SIDELITES, BUT OTHERWISE MAY BE OMITTED. ENCIRCLED ANCHORS IN DETAIL B ARE REQUIRED IN THE HEAD AT THE ASTRAGAL LOCATION OF XX PANELS, BUT OTHERWISE MAY BE OMITTED. ALL PANELS MAY BE INSTALLED WITH EITHER #12 SCREWS OR 1/4" TAPCONS. Revd Sy: Os. Wads, D. good Or 041. an.n ar a.. F.K. 12/21/04 Radar a15IY Lbw 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BQX 1529 NOKOMIS. FL 34274 PST Visibly Bet Nbr . ANCHORAGE SPACING rev. ALUM. FRENCH DOOR & SIDE LITES, IMPACT aa,.a.ochrr F0750 NTS 7 - 8 8000 -11 Lucas A Tumor, P.E. PE 858201 Mechanical CONCRETE — - 1/4" TAPCON (NOTE 1) CONCRETE 1x WOOD_ (NOTE 3) 1/4" MAX. SHIM 1 1/4 "" MIN. 1/4 "� MAX. SHIM 1/4" TAPCON (NOTE 1) 2x WOOD (NOTE 2) 1 1 1/4" MIN. 1/4" MAX. GROUT, SEE NOTE 5 1 1/2" MIN. #12 SCREW TYPICAL DOOR AND SIDE LITE HEAD 1 1/2" MIN. r #12 SCREW T I 2x WOOD tfr • (NOTE 2) � !'II; • I`tl Ll . 1 /4" MAX. SHIM 1/4" TAPCON (NOTE 1) 1 1/4" MIN. 1/4" TAPCON (NOTE 1) �Illlllllilllllll ll 1111111 I11.�1' CONCRETE V,t1 OR CONCRETE — • ' BLOCK .• . • L I 1x WOOD \I' i (NOTE 3) I II 1/4" MAX. SHIM 1/4" MAX. SHIM 1— TYPICAL DOOR AND SIDE LITE JAMB, AND SIDE LITE SILL CONCRETE —r= 1/4" MAX. SHIM 1/4" MAX. SEE NOTE 5 GROUT, -1 1 1/4" IN. . T TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) 1/4" TAPCON (NOTE 1) T- 1 1/4" MIN. 1 /4" MAX. SHIM 1 12" MIN. NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" THK. OR MORE TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THK. TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM (6063 -T5 MIN. STRENGTH) WITH MIN. WALL THICKNESS OF 1/8 ", FOLLOW ANCHORAGE DETAILS SHOWN FOR 2x WOOD BUCKS, USING #12 SHEET METAL SCREWS LONG ENOUGH TO PROVIDE FULL THREAD ENGAGEMENT INTO THE ALUMINUM, AT THE SPACING SHOWN ON SHEET 7. 5. IF SILL IS TIGHT TO CONCRETE SLAB, GROUT IS NOT REQUIRED. IF USED, GROUT MUST TRANSFER SHEAR LOAD TO SLAB. • -+- CONCRETE #12 SCREW 2x WOOD —z"-- — (NOTE 2) TYPICAL DOOR SILL 1/4" TAPCON (NOTE 1) 14.44 1444 BY ar: Rem ar a4: lira,/ Br ONr 1 9r D* EnsaP.e BY 844: F.K. 12/21/04 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 P.O. BOX 1579 NOKOMIS. FL 34274 ANCHORAGE DETAILS Tor ALUM. FRENCH DOOR & SIDE LITES, IMPACT Vislb/y Better F0750 aox.. r ano*.. 1/2 L8 m 8 i 8000 -11 /0, Laces Aflame,. P.E. PE 088201 Mechanical APPROVED ❑ REJECTED ❑ REVISE/RESUBMIT 0 FURNISH AS CORRECTED PROJECT NAME TO THE BEST OF MY KNOWLEDGE AND PROFESSIONAL BELIEF HEREBY APPROVE AND CERTIFY THAT THESE SHOP DRAWINGS ARE IN GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CRITERIA OF THE PROJECT AND IN GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS CORRECTIONS OR COMMENTS MADE ON THE SHOP DRAWINGS DURING THIS REVIEW DO NOT RELIEVE CONTRACTOR OR BUILDER OF RECORD FROM COMPLIANCE WITH REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES ANV TECHNIQUES OF CONSTRUCTION, COORDINATING HIS OR HER WORK WITH THAT OF L OTHER TRADES AND PERFORMING ALL WORK IN A SAFE AND SATISFACTORY t■ NER. DATE RECEIVED RETURNED /2""' -� iC COT �r i A SHOP D'1T, /:,. BY r .. r... A tS1 NA F ORONI, INC. 14040 NW 61 Ct. Miami, F133168 Phone (305) 685 -0412 • Fax (305) 688 -9550 SEP 1 2011 J sba rz. September 6, 2011 To: Village of Miami Shores 10050 N.E. 2 Ave. Miami Shores FL 33138 To Whom It May Concern: This letter is to request the cancellation of roof permit # RF -9 -08 -1745 for property address 308 N.E. 96 St. due to the fact that the addition for which the roof permit was pulled has been deleted from the scope of work therefore no roof work will be performed. Thank you, Orlando Iglesias President, ORONI Inc. Project Address 308 NE 96 Street Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Owner Information LED KOCKING Expiration: 07/14/2009 Address Parcel Number 1132060135990 Block: Lot: 308 NE 96 Street MIAMI SHORES FL 33138- LED KOCKING Phone (305)757 -8815 Contractor(s) Phone CeII Phone ALL IN ONE PROPERTY SERVICES IN (305)893 -7663 Valuation: Total Sq Feet: Type of Work: Re Roof Additional Info: NEW TIILE ROOF Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $250.00 $3.00 $6.25 $260.85 Invoice # Total Amt Paid Amt Due RF -1 -09 -33697 $ 260.85 $ 260.85 $ 0.00 CeII (305)318 -8200 Wo $ 2,000.00 0 Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Hot Mop Tile In Progress Nailing Affidavit In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. January 15, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date January 15, 2009 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Permit No. `' ► 1 Master Permit No. CS -q20 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical �ck(do Phone # Owner's Name (Fee Sim p le Titleholder ) Owner's Address a� J City `f'(c & OK A State -F , Zip �3 r 38 Phone # Tenant/Lessee Name Job Address (where the work is being done) aC,F3 (w q6 '1 City Miami Shores Vill. e County Miami -Dade Zip r ' FOLIO /PARCEL# S°Ig Q Is Building Historically Designated YES NO Y Contractor's Company Name f\" t N ('J, Phone # Contractor's Address i • C6® City XI 441 G4-kk Qualifier Name' jC t ,I.S‘C fpf1 State Certificate or Registration No. Certificate of Competency No. q Q) ( 20 6 State -l- L/ Zip Phone # Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # Type of Work: RIAddition ❑Alteration Describe Work: COtwe4sion _10- LADD Square / Linear Footage Of Work: ['New ❑ Repair/Replace El Demolition * *, * ****** *, * *, * * *, * * ** *,* * ** * ** * * * ** *, Fees************** * * * * * ** * * * *,* * ** * *** * * * ** * * * * ** Submittal Fee $ Permit Fee $ o) 6 CCF $ C Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whi occur seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not b app I'#>( % /einspec ion fee will be charged Signature 0 er or Agent The foregoing instrume was acknowledged before ime this 24 d a y of slept- , 20' ,� ‘ by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me thisZ3 day of f!' ,AY, by who is personally known to me or who has produced as identification and who did take an oath. �'' . ;,STATE PWRInA NOT ,s i obi Lopez jC�!o�,m,�Qm,�,,i�ssion #D;766456 Nf &pin {i V i I0 201 Sign • i is My Commission Expires: * * * * * * * * * * * ***** qtr**** * * ** ** * * ** * ** *** * * **** ***** * ****+ r************ ** * * * ** ***** ** * ** * * *** ***** ** *sir * ** *** * ** ** APPLICATION APPROVED BY: / (Revised 02/08/06) a 1;32.-- Plans Examiner Engineer Zoning High Vol MIA cane :Zone Uniform Roofing Penult . C>ii� Fes;` 3tJNTY t UU DING DEPARTMENT ELECTRONIC At TION Master Per Section A Menem) Informations) Process No. I • Job Add Page 1 of 1 r Low Slope ✓ Aaphattic Shingles ✓ Prescriptive BUR -RAS 150 Roof Category ✓ Mechanically Fastened Tile ✓ Metal Panel/Shingles ✓ Other: Roof Type t ow..Reef r Re- Roofing r Recovering r Repair r Are there Vent Stacks located on the roof? $- Yes No If yes, what type? } Roof System Information Low elope roof area (ft,')1 Steep Sloped area (ft.2 Section 6 Roof Plan . Sketch Root Elan; Illustrate all levels and sections, roof drains, scuppers, overflow =PP*ra of sections and levels, clearly identity dimensions of etevated pressure zones and Location of th 'i Corner like (a' it a'): 1 r -r • .. ..� • age • http : / /www.co,truami • : ' t • � • s FI JGGPERMITING/PER.M'IT APP_SECTI... 3/26/2004 • • ...... • .... .... . • .... Page 1 of 1 Section D (Steep Sloped Roof System) Minimum Design Wind Pressures, 11 Applicable (from RAS 127 or Gatcu ; Hopi) P1: j / P2• P3 :10 -af Maximum Design Wind Pressures, (From the PCA SpaclMit enter* Roof Slope: M/12" 00i Mean Height: al'"` Ridge Ventilation: . d of Tile Attachment: Sloped System Description Deck Type: J5 Alternate Deck. A temate Tile Attachment Method: el for Metal Roof Panels [.sn Perimeters: /,gyp Comers: Perimeter Width: 1767-1Z- http: •• • • NA- • • • • • • • • •. • • • ••• • •• • • • • • • • • • • '• • • • •■ • • • • •• • • • ••• • • • • • • • •• • • • • • •• • • • • • Page 4 • • • • •• • • • • • •, • • • • • • • • •• • • k /1 Underla me , pe: II.STM Insulation/Fire Banter oared: Optional Naffs Nei Fasteners: 12-9 Cap Sheet T ype/Adhesive Type: Roof Coverrn!: Roof Co Attaohm ' nt Method: pL yFDA/1 1 Drip Edge Size & Gauge %'v►'w.co.miami . dade.fl.us/BLDG ••• ::. ' face 26gg Drip Edge Material.Type« .QBiVinl MOW v Drip Edge Fastener Ty rig Hook Strip /Cleat ga. or weight: p/A /wvvw.co.miami-dade.aus/BLDAR,QPVNG PERMITING /SECTION D 3.HTMI, 3/26/2404 • • • • • • . • • • • • •• ••• • • . • ••. •• ••• • • • ••• • • Page 1 of 1 • High Velocity Hurricane Zone Uniform Roofing Permit Appticat1on Form MAIM-DADE COUNTY BUILDING DEPARTMENT ELECTRONIOAPPLICATION Section E (Tile Calculations) For Moment based tile systems, chose either Method 1 or 2. Corn-pare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment m od le acceptable. P 2: P 3: Methodl "Moment Based Tile Calculations Per RASi127" xik Mg: fr:ei = Mr1: FITT- NOA 1/47.3' /004 x A .2, • Mg: r3:17- = Mr1: 17E2r NOA Kai; A I Z741" - Mg: = Mr1:122-7r NOA Mf: ' Method 2 "Simplified Tile Calculation Per Table Bei d Moment of Resistance (Mr) From the Table Below: 1-71'• Mr Required Moment Resistance* S Mean Roof Height s Feet .... 1 o 20' 25' 30' 1. Roof = se 4, 4, .1 •I• 4, ; 2:12 34.4 36.5 8.2 39.7 42.21 3:12 ' 32.2 -4.4 36.0 37.4 . 34 39.8; 4:12 +:./4 32.2 33.8 36.1 i 37.34 5:12 / 28.4 0.1 31.6 32.8 34.9 6:12 ' 28.4 28. 29.4 30.5 32.4 24.4 25.9 .1 28.2 30.0 . *This Table mus used in conjunction with a list of mo nt based tile systems endo M the.Broitard county Board of Rules an • ppeals. ••• OOOOO • • • • • / 00 SOO 4100 • • • • • Page 5 • ir • .•• oo • • • • • • • . •• • • • • • • • •• • • • • • • •• • • O • e . . " • • • O O : : • • • • • httj3://www.co.miarni-dade.ftus/BLDG/ROOFING_PERMITING/SECTIONE ....3.HTM 3/26/2004 .•• : • • • • ... • • • • • • • • • • • ••O • • • • • • • • • • • • 0:0 :44 0: 606 0:0 :41 41 SECTION 1524 GH VELOCITY HURRICANE ZONES REQUIRED OWNERS .NOTIFZC4Th FO1 ROOFING CONSIDERATIONS As it pertains to this section, it is the responstlanity of the roofing ocedractor to provide the owner with aired roofing permit, and to explain to the owner the content of this sect..The provisions of Chapter e Florida Building Code, Building govern the minimum requirements and standards of the industry for system installations. Add ionally, the following items should be : addressed, as part of the agreement en die owner and the contractor. The owner's initial in the adjacent box indicates that the item has been bled.. .. Aestbeties-Workmanship: The workmanship provisions of Chapter 15 iigh Velocity Hurricane ) are for the purpose of providing that the roofing system meets the wind resistance and . water intrusion nce standards. Aesthetics (appearance) issues are not a consideration with respect to . „workmanship ptsions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should dressed as part of the agreement between the owner and the contractor. ° 2. Renailing Wood Decks When replacing roofing, the existing wood roof deck may have to be iledin accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. The roof deck is usually concealed prior to removing the existing roof system). • • 3, Common Roofs: Common roofs are those which have no visible delin Lion between neighboring I. townhouses, condominiums, etc.). In buildings with CoxnMon -roofs, rtig contractor and/or er should notify the occupants of adjacent units of roofing work to be perfor d, Exposed Ceilings: Exposed, .open beam ceilings are where the tau rsid of the roof king can be awed from below. The 'owner may wish to maintain the architectural appea ce, therefore, roofing nail tietrations of the underside of the decking may not be acceptable. The Florida wilding Code provides the optmn of maintaining this appearance. 5. Pouting g Water: The current roof system and/or deck of the building n ay not drain well and may cease water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural *tress and may require the review of a professional structural engineer. Ponding may shorten the life ;eectancy and performance of the new roofing system. Ponding conditions may not be evident until the final roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow l off so that the roof is not ovlrloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are . not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. • 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. nt's Signatuts • 4' ‘.r/ 19D1 •••. ale •• • • • •• • • •.•• .. •..• • • • • • • • • •••••. . ••. • • • • • • ID • •.• • •• •• ••• •• • • • • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • .s a /Air ra Tor's Signatur MIAM!• ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Clay Forever, LLC 6801 NW 77th Avenue Miami, FL 33166 -A r _rr . _ .. FLORIDA Ftt10 L8k BUILDING S'1 , sVITE 1603 11. FLoRIDA 33130 -1563 375 - 901 1 AX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material farts to perform in the accepted manner, the manufactures- will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, Hit Is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altura "S" Clay Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #06- 0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. T •d OSSS- 889 -SOE NOA NO.: 07. 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ONI INONO Wd9S :2 8002 L2 400 ROOFING ASSEMBLY APPROVAL Category; Roofing Sub- Category: Rooting Tiles Mate; Clay 1. SCOPE This renews rooting system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined Code does not exceed the design pressure values obtained by calculatins applicable Building inS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by AADn Altusa One Piece 'S' Tile Trim Pieces Clip Clip Dimension L =181/4" W= 10.5" Yz" thick nominal 3.25" high Length; varies Width: varies varying thickness L = 6" D 0.125" L &h =2" W =w„ 0.05" thick Test Product eciflcati ns D tion TAS 112 .High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications with minimal headlap of TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TAS 114 Tile clip TAS 114 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier IBA Consultants, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Z'd OSSG- 889 -SOE 2397 -116 94-083 94-084 25- 7200.1 Project No. 307025 Test #MDC -78 MTS 520649 L Shaped tile clip Test Namte/Reaort Date ASTM C 1167 06/28/07 Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing Feb. 1995 TAS 102 (Quick -Drive Screws, Battens) Wind Driven Rain • Oct. 1994 TAS 100 . TAS 102(A) May 2000 NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20107 Page 2 of 7 3NI INOZIO Wd9S :2 8002 L2 400 Tes?�e— `Y PRI Asphalt Technology, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Wacker Engineering, Inc. Walker Engineering, Inc. � est-I_er CLF-003 -02 -01 7161 -03; Appendix III 7161 -03 Appendix It Letter Dated Aug. 1, 1994 P0631 -01 P0402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum. underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 'Altusa One Piece S' Clay Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Test Name/Report TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail-On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic Multiplier 25 -7183 25-7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 pjk October 2001 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 E•d OSS6- 889 -SOE NOA No.: 07-0919.05 Expiration Date: 12/16/12 Approval Date: 12120/07 Page 3147 3W1 IN02IO Wd9S :2 8002 L2 400 Tile Profile Altusa'S' Tile Table 2: Aerod amts Multi . tiers - Tile Profile 0.875 0.274 Tile Profile Table 3: Restorin s Moments due to Gra - M. ft-Ibf 3 ": 12" ..- -- 5": 12" Aftusa 'S' Tile Tile Profile Direct Deck 7 ": 12" or rester Direct Deck Dingy Deck Direct Deck •+.cv 5.U3 4413 Table 4: Attachment Resistance Expressed as a Moment - Mi (ft Ibf) for Nall -On ' terns Fastener Type Battens Aftusa '8' Tile 2 -10d Rin s Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shan k Nails 1 -10d Smooth or Screw Shank Nall Reid Cli 1 -10d Smooth or Screw Shank Nall Eave CI1• 2 -10d Smooth or Screw Shank Nails Field CH• 2 -10d Smooth or Screw Shank Nails Eava Cl. 1 Screw with Aitusa Cli • See cll • details 1 Screw with clip (at the head of tile 1 Screw with clip (at the water 1. Screw must be Installed in the !inside pall hole located nearest to the hum . of the.tile. 187.1 187.1 OSS6- 889 -SOE NOA t o« 07 -0919.05 Expiration Date: 12/16/12 Approval Date: 12120/07 Page 4 of 7 314I INOMO wdss:a BOO L2 400 S•d Table 6: Attachment Resistance Expressed as a Moment M, (ft 1bf) for Two Pa Adhesive Set S stems Tile Application Tile Profile Adhesive 2 See manufactures 3 Flexible Products Co com orient a • • royal for Installation re • ulrements. Poi -oam Prod mpany TlleBond Average weight per patty 10.7 grams. uct Inc. Avera . e wel . ht . -r ' a . 8 . rams. Minimum Attachment Resistance 29. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) Tile Profile for Sin, le Pa Adhealve Set , teens Tile Application P01 oam Po - ron. Po oarn 4 • e ' add ' Iacement of 63 ; rams of Po ProTM. PO ProT" 5 Medium • add •laoement of 24 rams of Pol - ro. Minimum Attachment Resistance Table 8; Attachment Resistance Expressed as a Moment - Mf(ft Ibf) for Mortar Set S _ s Tile Profile Attusa '8' life 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami Dade County Product Control Approved ". Tile A. 'lication Mortar Set Attachment Resistance 24.50 * * * ALTUsa MADE IN VENEZUELA IDENTIFICATION MARK FOR ALTUSA `S' CLAy Row TILTS LOCATED 'UNDERNEATH TILE 6• BUILDING PERIVIIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. OSSG- 889 -50E NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12120/07 Page 5of7 ONI INO?IO Wd9S:2 8002 G2 400 PROFILE DRAWINGS ALTUSA 6S' CLAY ROOF TILE "SPANISH S- TILE BY ALTcF:S (TYP.) CLIP DETAILS 2- 1/2.OVERLAP (COVERS PIN HOLE) ScREW IN THE INSIDE HOLE NEAREST TO THE HUMP OF THE TILE DECK CLIP WITH ONE (1) SCREW ATTACHED TO DECK 9'd OSSG- 9B9 -SOC CUP NOA No 07-0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 OWI IWONO Wd9S:Z 8002 L. 400 SCREW (HO SCREW (HOLDS CLIP ONTO DECK) "SPANISH 8" TILE BY ALTUSA (YP•) CLIP DETAILS (CON'T) 21/2' OVERLAP (COVERS PIN HOLE) SCREW IN THE INSIDE NAIL HOLE NEAREST TQ THE HUMP OF THE TLE CLIP PLACEMENT DETAIL DECK `11/4 19/4' 914" i r L'd OSSS- 889 -SOE END OF THIS ACCEPTANCE NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 OWI IWO?JO Wd9S :2 8002 L2 4°O M�tAM'I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam.Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX ,(305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: IPolypro431) AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Acebo. . •• .• • • • • • •• •• ••• •• • • •• •• • • • ••• •• • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AHI60 as manufactured by Polyfoarn Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED 8Y APPLICANT: Product Polypro® AH 160 Foatnpro® RTF1000 ProPack® 30 & 100 Dimensions N/A N/A N/A Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1 622 ASTM D 1621 A$TM D 1623 ASTM D 2127 ASTM E96 ASTM D 2126 ASTM D 2856 Note: The physical properties listed bove are presented as typical average values as determined M by accepted AST test methods and are subject to normal manufacturing variation. • • • • Results 1.6 1bs /ftt' 18 PSI Parallel to rise 12 PSIPerpendicular to rise 28 PSI! Parallel to rise 0.08 Lbs,/Ft2 3.1 Perm / inch +0.07% Volume Change @ -40° F., 2 weeks +6.0 % 'Volume Change @ 158 °F., 100% Humidity, 2 weeks 86% • • • • .• .. • • • • • • •�• • • •• • • • •• • • • • • • • • • • • • • •• • • • • •• ••• • • • • • • • • • • • • • •• •• ••• .• • • • • •• • • • • •. • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1 PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 :SSTD 11 -93 12/12/95 Mites Laboratories NB -589 -631 ASTM D 1623 02/01/94 polymers Division Ratntech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520I09 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. •• ••• • : • • • • •• • • •, M •. • •'!• • • • • ••2,; • M •' •• • • ••• • • I'•= • • • • • • • •• ••• ••MSI • • •• • • • ••• •• • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fL NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polyprog AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details oted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall rovide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed t e uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® A11160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro disp nsing equipment is required before application of any adhesive. The mix ratio between the "A" co ponent and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense ti er shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AHI60 shall be applied With Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly aI}plied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and Minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Ilacement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grains) Two Paddy Weight per paddy Min., (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan 24 N/A N/A Flat, Low, High Profiles 1 #2 Flat, Low, High Profiles ; #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMtNTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this systehr. • • i : i • • • � i i • • • • • •• • • • • • • •• • • • • ••• • • •• ••• •• • • • •• • • • ••• •• • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • • 1 • • • • • • •• • ' • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Plan enough adhesive to acNeve 11 to 23 Ninon for 2st a square Wallis in contact with the pan U4 P' 1144“41"4 2) Tum covers upside down. Pface adhesive 112 in. To 1 in. From Welds edged cover tie. Than instal the tile. Undertayment Nall through plank cement Remov lop portion of the fan ows cover Ull, Abut lo second course of pan ins. Ensure ern pan and sown bin aremd N flush al cave Me. Eve closure (nods! ahown) Weephole Fascia B Slinging Potnkup Monir on longitudinal . edges •• 4106 • • • • • • • • • • •• • • • • • • • • • •• 000 00 • • • •• • • • ••• •• • • • • • • • • • • e • • • • • • • '•• • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • 000 • • • • 000 • • • • • • • • • • • • • 00• • • • • • • • • • • • • • • 00 00 • • • •• 00 000 • • • 000 • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY •• • • ••• • • • • • •• • • • • • ••• •• • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • • • •• • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • •• • • • • •• • • • • . • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04 /13/06 Page 6 of 7 Naithrough yt lc cement ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Paddy (between tile) Paddy (under tile) in. under lo We ht. PaddY maple Paddy on brunt Single pada/ ontopofft ��Eare course 2 In. X 1 in. medium size paddy nave Fascia course only Nall through plastic cement Single paddy under tile Single paddy between the 2 In. x 7 In. medhnn slae paddy eave NIncourse any Undedayment in. x 3 , Single 4 in. paddy on under. layment Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Single paddy between tile tcs , s �e' 3 in. x 3 In. Single paddy onundedayment Ear* Closure 2In. x 7 In. medium size paddy save course only Fascia •• ••• • • • • • .• • • • • ° OP THU ACCEPTANCE • • • • • • • • • • • • • • - • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • •a • • • ••• • • • • ••a • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163138 Scheduled Inspection Date: September 06, 2011 Inspector: Hernandez, Rafael Owner: KOCKING, LED Job Address: 308 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Number: PL -8 -11 -1462 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number (305)757 -8815 Parcel Number 1132060135990 Phone: (305)685 -0412 Building Department Comments SEPTIC SYSTEM MODIFICATION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments September 02, 2011 For Inspections please call: (305)762 -4949 Page 18 of 36 AgA" Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 D Pp avvg b, 'MA \i-'- Permit No. 402- Master Permit No. Permit Type: PLUMBING d� '/ q OWNER: Name (Fee Simple Titleholder): f atlit1'b0 �4 d(KM14— Phone#: 3o5 1 dtoo Address: 3o rue 64 %/2 e%r- City: I'l//tfl/ .i4' O State: FLOI / M Zip: 33130 Tenant/Lessee Name: Phone#: Email: Ze-Ok© ek l H o oil kOrS h . CO /44 JOB ADDRESS: City: Miami Shores County: Miami Dade F o l i o / P a r c e l # : 1 XL o Q - j1 b Is the Building Historically Designated: Yes NO %Q Flood Zone: zip: 33 (3g CONTRACTOR: Company Name: 01224.31 k ox Address: 1040i iii) C.-Jr rf- City: it. rt" "'' State: et— Qualifier Name: O@Ld rs t , e-T State Certification or Registration #: ` - i 6s-q- Phone#:' okt2 Zip: -3311:4 Phone#: Certificate of Competency #: 001,543` 3- Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: ° 3 ° - l Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: °Address °Alteration New ORepair/Replace °Demolition Description of Work: C � ( ViDuk ( 117 CAI kl,U *** * * * *a * * * ** * *** * * * * ******* * *** ** ***** s** * ** * * ***** ** *** *** * ******** ** * * * * ****** ** Submittal Fee $ Permit Fee $ 3G70 ' 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 Tap Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ' , 'r, - :: a reinlrpection fee will be charged. Signature er or Agent Y The foregoing instrument was acknowledged before me this day of __, 20U_, by who is personally known to me or who has produced 'glO'S'1'dib°QAs identification and who did take an oath. NOTARY PUBLIC: * * * * * * ** * * * * * * * * * *** * * * ** APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me this / day of INgU ,20ji,by who is me or who has produced as identification and who did take an oath. NOTARY PUBLIC: �� ,• F7.0itIIIA Sign: �.,.1L'�il`i, %.;i5 Print: Corn r � sae #AA A Y' 'ln'i My Co • ire$. MAR, O r 2 012 eea, we, +' Qv ************************************************ * * * ** * * * * *** * * ** ** * * * *** * ** ***4 Plans Examiner Structural Review (Revised 07/10/07)Revised 06/10/2009)(Revised 3115109) Zoning Clerk 1 1 1 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 308 NE 96 Street Miami Shores, FL 33138- 1132060135990 Block: Lot: LED KOCKING Owner Information Address Phone Cell LED KOCKING 308 NE 96 Street MIAMI SHORES FL 33138- (305)757 -8815 (305)318 -8200 Contractor(s) ORONI INC Phone (305)685 -0412 CeII Phone Valuation: Total Sq Feet: $ 1,000.00 0 Type of Work: PLUMBING Type of Piping: SEPTIC TANK MOD. Additional Info: Bond Retum : Classification: Residential , Scanning: 1 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: -, Amount $500.00 $0.60 $2.25 $2.25 $0.20 $150.00 $3.00 $0.80 $659.10 , Pay Date Pay Type Invoice # PL -8 -11 -41713 08/25/2011 Credit Card Bond #: 2064 Amt Paid Amt Due $ 659.10 $ 0.00 Available Inspections: Inspection Type: HRS Approval Final , In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. August 25, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date August 25, 2011 1 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DIS CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS Existing Modification APPLICANT: Leonardo Kocking PROPERTY ADDRESS: I.UG 2 ) 2011 "r"+ ,••SY5•TEEM ...... PERMIT #: 13-SC-1358313 APPLICATION # : AP 1040760 DATE PAID: FEE PAID: RECEIPT #. DOCUMENT #: PR850824 308 NE 96 St Miami, FL 33138 LOT: 8 +9 BLOCK: 44 SUBDIVISION: PROPERTY ID #: 11 -3206- 013 -5980 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT MTOERMODIFYACTHE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ A [ N [ K [ 900 ] ] GALLONS / GPD GALLONS / GPD GALLONS GREASE INTERCEPTOR CAPACITY GALLONS DOSING TANK CAPACITY existing Septic Tank D [ 667 ] SQUARE R [ ] SQUARE A TYPE SYSTEM: I CONFIGURATION: N F LOCATION OF BENCHMARK: FEET FEET [x] [ ] STANDARD TRENCH CAPACITY CAPACITY [MAXIMUM CAPACITY SINGLE TANK :1250 GALLONS] ]GALLONS @[ ]DOSES PER 24 HRS #Pumps SYSTEM SYSTEM [ ] FILLED [ ] MOUND [x] BED [ FFE : 11.83' NGVD I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D FILL REQUIRED: [ 0.003 INCHES O T H E R - Modify drainfield to get a 667 sq ft drainfield. - Elevation of bottom of drainfield to be no less than 7.15' NGVD. - Existing 900 g septic tank, to remain. [ 26.20 ] [ INCHES [ 56.16 ] [) INCHES FT 3[ ABOVE 4 BELOW I] BENCHMARK/REFERENCE POINT FT ][ ABOVE 4 BELOWbBENCHMARK /REFERENCE POINT EXCAVATION REQUIRED: [ 30.001 INCHES SPECIFICATIONS BY: APPROVED BY: Bob Parilla Joseph R Piverger DATE ISSUED: 07/29/2011 The contractor (or designee) is required to perform a soil boring adjacent to the drainfield excavation at the time of final inspection. Prior to Final Approval, the DOH inspector shall witness the soil boring and compare the results to the original site evaluation submittea. A reinspection fee will be assessed If the contractor is not at the jobsite at the arranged time. TITLE: Registered Septic Tank Contractor TITLE: Engineer Specialist II Dade DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E - 6.003, FAC 7..1.4 AP1040760 EXPIRATION DATE: 01/29/2013 SX849128 CHD Page 1 of 3 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, F76rida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. l/. / — • Job Name PLUMBING CRITIQUE SHEET Ace,' / Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 gip, 0 4 20 1( BY :..... 1 Permit No. Master Permit No. s' ®V A-720 Permit Type: BUILDING ROOtING OWNER: Name (Fee Simple Titleholder): /(' 0 r il-Cj Phone* Address: .e,. Sr �1 City: ty. l R rS State: ° i_- P• 33/3 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 3oc4 l3 % City: Miami Shores County: Folio/Parcel #: 1 16 3 - q 013 ° St/ / 6 Is the Building Historically Designated: Yes Miami Dade Zip: r3 ?/7r NO Flood Zone: CONTRACTOR Company Name: ®(ZON I t P L. Phone#:3)-- Ce ®L O Address: l N (o c r City: d kJ C V\ t State: rz Zip:731 6 Qualifier Name: 0(6_46 (OScC4. S Phone#: State Certification or Registration #: Certificate of Competency #: (28c% Contact Phone#76( b ®f{1 Z Email Address: DESIGNER: Architect/Engineer: (per S &f ir4i Phone#: . gw " ? Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition tera on UNew DRepair/Replace ODemolition Description of Work: n-C to re 5.4 S (?-,40(k a , It * * * * *** ** x****** ********** * ***** **��ve --a77* *F ie************ ** ****** * *****s*e * *e ******** *** Submittal Fee $ Permit Fee $ 7f CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 14400 a Bonding Company's Name (if applicable) Bonding Company's Address City State Tip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whit occurs sev (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not � ectio will be charged er or Agent The foregoing instrument was acknowledged before me day of , 20 __, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: .., .� ^ sf.. Print: �,.•",,,,,,,� Doh �sZ 56 si7 1 CflmtnissaoRD 0� 2012 My Commissio �� .':_ P ' MAR Gca,IN T&RG ATLANTIC BONDED APPROVED BY Signature —`— Contractor The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ,..,, ,,,, Dolores ► ez Commissiult # DD766 pires: MAR. 10, 2012 BONDED THRII ATLANTIC BONDING CO., INC. * **** * *$ * **& ***** *+ **** ***** *$sat * ** * **** *RAY#+ RHO**** *** ******W * * *** ******* ****+ *** Plans Examiner Structural Review (Revised 07/10 /07)(Revised 06/10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit APR 042011 BY: ' sa„ Permit No. MC_ ` 05' Master Permit No. Re- '9ZO OWNER: Name (Fee Simple Titleholder): Address: City: MtcMi State: PC.-- Zip: (f Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: —30(4, 136 q6 S City: Miami SShores jhoCounty: Miami Dade Folio/Parcel#: 11 ` .7 Pik/ ' 013 e Si -•-G - [ ) 0 Is the Building Historically Designated: Yes NO V Flood Zone: Zip: g�3(3 CONTRACTOR: Company Name: I',,(5- e C.A„` Phone#: 305 Address: w ' 3 `3 5 C - - City: 4/4/42i State: PZ Zip: °3313, Qnatifier Name: Phone#: -� State Certification or Registration #: Certificate of Competency # INC— 0 p- cir Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: -1 E.- Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Address °Alteration °New °Repair/Replace Description of Work: 44- CP v l\3 ✓t °Demolition 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 $ 1 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 seemed for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS,, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A} Fu)AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs en (7) days after the building permit is issued. In the absence of such posted notice, the inspection will no reinsp on fee will be charged. r or Agent The foregoing in ' ent was acknowledged be • re me this day of __, 20 IL, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: ` QISOSSLm r' a `u� " :s< d Print: 9 My Commission Expi* O * * ** * * ** * * **** * * * * ** * * * * ** APPROVED BY .4411��rllt 11I le aractor The foregoing instrument w acknowledged before me this day of , Y, , 20 4., by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ` a ? �d ,as,e vAttin I. GO ,i�� Sign: ! //il�' r` 'limn it Print: Z'''dSa. My Commission Expires: Examiner Zoning (Revised 07110107)(Revised 06110/2009XRevised 3115/09) Review Clerk • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 APR 0 4 2011 BY: Permit No. 61- cYZ1 Master Permit No. %C S---; OR. • q 2C) Permit Type: Electrical n P:k-k- E‘ lliA OWNE R: Name (Fee Simple Titleholder): Chi Phone#: Address N C %h City: n C jt r_S r—:-."-c-- zip: �� State: Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: E City: Miami. Shores County: Miami Dade Zap: Folio/Parcel #: L.•320 Dr . (j (jC) Is the Building Historically Designated: Yes NO ijr Flood Zone: CONTRACTOR:. Company Name: e L eL Phone#: : 6710 Address: l `� ®3 St.ei 2O 1 e Cr, r^ City: �te�y�1. -a, State: 1� 6_ Zip: Qualifier Name: fra. e it is (-6 PAP phone #: <a r'�- State Certification or Registration #: Certificate of Competency #: G /3001 11 O O Contact Phone#:3js c 041, Email Address: (2°fi, SCS ( (D DESIGNER: Architect/Engineer: Phone#:b Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: Address ❑ teration ❑New ❑Repair/Replace Description of Work: A t r ( (e/i. >el ❑Demolition **a *** *** *IP a * *e * * *aa ***** **************Fees************** *** ***IP **** *** **** **** * * ** Submittal Fee $ Permit Fee $ 4°‘-'1 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structur l Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap lro �_ �; /reinsp tion fee will be charged. Signature V r or Agent ' / Contractor The foregoing , ,� nt was acknowledged bef me this g g g 0 The foregoing instrument was acknowledged before me this E day of , 20 V by , day of 20 4, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print ..i, 49 11011110 ?ABU -STATE OF ez ,,,•,., Uol©' Lepe 56 My Commission =Commi.ai, :t ,10, 2012 ",,,hnnO, vATLATITICBONDINGCQ',1NC, SAO Sign: -.Now r '',A Print: m�3a� ° .1O,ca. a $ C.tl� O. b o�y4i My CommissiI ,,: ` , t °� "U, 70 w6656 *** **sk****+P************ * s; <**** **+B+ ********* ***** ****** ***3 +****** * ** ******* * *** *** **W+1**8F*rk**** *** ** *AFB ** ** APPROVED BY e % 2 4/;`,7472" Plans Examiner Zoning Clerk Review (Revised 07/10107)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 %.;1().77-'601"4 .'2,'...:'.1,.:):1:1).. Q ?.. BY: . Permit No. PL g' 0�` N Master Permit No. gc C - / Permit Type: PLUMBING 4APt OWNER: Name (Fee Simple Ti j ittleholder): o Pho ne#: Address: City: `�A .S*4 State: Zip: 77 f Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: — =0T. N6 C City: Miami Shores County: Miami Dade Zip: ---?(34? Folio/Parcel #: 11"--37.54-, ® OR . ej0 Is the Building Historically Dated: Yes NO =7- Flood Zone: J i CONTRACTOR: Company Name: �a Lily, 6 JIP�J Address: Lf / 5-( s, '7 r4-1E J City: M I AWL i State: FL. Qualifier Name: L . J 1_5 F 12 nn 0 4 /L (5 Phone#: K State Certification or Registration #: -F bo 3 S --0 6 Certificate of Competency #: 0 0 0 00 `d Sr i Contact Phone#: Email Address: DESIGNER: Architect/Engineer: (CC( ,e(t) Phone#: / Cb(3 -g7:1---,79 7! Phone#: 6r -2c/ -3 qv), zip: 3.3 'J T Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddress ❑Alteration Description of Work: V S� 4001: PL.vw,.13 f M ONew ORepair/Replace °Demolition w IN law ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * **** ************* * * * * * * * * ***** * * * * * ***** ** * * * * ** Submittal Fee $ Permit Fee $ .1511 ) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ins. 'n •` u; seven (7) days after the building permit is issue ''n the absence of such posted notice, the . inspection will Abe prove, /i a rein pection fee will be charged. Signature II' ' ' % Signature r or Agent � Contractor The foregoing ' . s nt was acknowledged before me this The foregoing instrument was acknowledged before me this 27 day of �`'1e 20 4, by , day of PA Vt&C,14 , 20 11, , by L v ts5 F F. R ov lit 56,E who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: �!�G Print: �C �; ��1 •. 0� g s - My Commission E sB`QQ* 11°1' �`o � 90 ,ta�tY . riy ys0 ****************************a* VV�� ;; ** **B=,k ************+Y+ *aA***************> tk************+ R #**********+R****+k***H *** NOT Sign: Print. AOV P''' M ' ,''L S7-� §SON # 13i�66 MY g IES: Apr1125,3341 91 „s004•N07Af;Y F1. Notary Discount Asset et. vt APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10t2009)(Revised 3/15/09) ORONI, INC. 14040 NW 6TH Ct. Miami, F133168 Phone (305) 685 -0412 • Fax (305) 688 -9550 June 29, 2011 Ref: Leonardo Kocking 308 N.E. 96 St. Master Permit #RC 5 -08 -920 To the building department: Our client Mr. Kocking has requested that we submit a letter for an extension on the above referenced permit and all its sub - permits. We expect to have the plans approved by HRS soon and at that time we will be able to close the permit. Thank You, Orlando Iglesias President ORONI, Inc. Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: C7.0 9-0 DATE: CO 1, giroti ❑ Contractor s ISl P1 ❑ Owner ❑ Architec Pi d up 2 sets of plans and Address: 100 dam- 4.6 i From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: "t l, • PERMIT CLERK INITIAL: 7 04/12/2011 16:17 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 0001 s ***s ** *** * * *** * * * * ** * ** TX REPORT *s* * * * * * * * * * * *sss * * * * * ** TRANSMISSION OK TX /RX NO 1269 RECIPIENT ADDRESS 93056889550 DESTINATION ID ST. TIME 04/12 16:16 TIME USE 01'01 PAGES SENT 2 RESULT OK Permit No: 08 -920 Job Name: Kocking April 11, 2011 Miami Shores Village Building Department 10050 N.E. 2 Avenue Miami Shores, F133138 Tel: 305 -795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 1) Plans must be approved by HRS for the removal of the septic system improvements. 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. Norman Bruhn CBO 305- 795 -2204 Permit No: 08 -920 Job Name: Kocking April 11, 2011 Miami Shores Village Building Department 10050 N.E. 2° Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 1) Plans must be approved by HRS for the removal of the septic system improvements. 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. Norman Bruhn CBO 305- 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. d e• / Job Name PLUMBING CRITIQUE SHEET / p vevL- 16- A e ' / Vl°S140`7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 200'1 Permit No. Master Permit No. KZ-6-0i3 -�2O Permit Type: Mechanical Owner's Name (Fee Simple Titleholder) (e oc Qtcio LOO.(C C Phone # Owner's Address _ hie City 1I%GVI tCj State L Zip 331 ?t Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) ZOg N e. Gel S4 Phone # City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11+32.Oro-- O lb- b990 zip 331M Is Building Historically Designated YES NO V Contractor's Company Name A,E,. Mechanical Contractor's Address 2831 tIRJ7C3 City Mfti State FL QualifierName Po/ell 0 Q ufoct State Certificate or Registration No. c ici j E -MAIL: Phone # WS-4114-1&" tqS1 Architect/Engineer's Name (if applicable) Coca( tertero Value of Work For this Permit $ Type of Work: Describe Work: 0 ['Alteration zip 33131 Phone # VS -4 (6wKM! Certificate of Competency No. Phone # 7%,6--%17- 7 c Square / Linear Footage Of Work:'' New ❑ Rep r /Replace r `L r1 � ❑ Demolition ******** eY4c *******'********** ************ Fees** ******xxxxx****xxxxxx********** x********* Permit Fee $ fO Submittal Fee $ Notary $ Training /Education Fee $ Scanning $ Radon $ DPBR $ Zoning $ CCF $ CO /CC Technology Fee $ Bond $ Code Enforcement $ Double Fee.$ Structural Review. $ Total Fee Now Due $ See Reverse side -+ I Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. l 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be a rov , :nt, a reins ection fee will be charged. Signature ner or Agent /� The foregoing instruiFent was acknowledged b ore me this i The foregoing instru day of =.is'r •, 20 01, by , day of who is rsonally know - or who has produced who is pe As identification and who did take an oath. NOTARY Pia 4th N �trinrP Lod. ,bD ✓6 I...I4y �QI2 Conti _ ent was acknowledged before me this , 2061 by e or who has produced as identification and who did take an oath. Sign: ao 0; i' • BONDED Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08!06) NOTARY PUBLIC: NOTARY PUBLIC-STATE OF FLORIDA '0'' 17010 1fi' eZ Sign: Print: My Commission Expires: xx * *x* * * * * * * *** * * * * * * * * * * * * * ** tic x * * * * * * * * * * * *r. * * * * * * * *.* * *jx* Lk/ ( Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type: Plumbing Owner's Name (Fee Simple Titleholder) LGONY do I? c,4.1ny Owner's Address '3048 IVe q b 3-4- City K((CM1 S1lO(L State Permit No. Master Permit No. r 5-05—c12-0 Phone # Zip '613 Tenant /Lessee Name Phone # E -MAIL: Job Address (where the work is being done) 3o8 I'e- q6 S4- City Miami Shores Village County Miami -Dade FOLIO /PARCEL# " 5ggo Zip 33i 3ciS Is Building Historically Designated YES NO 'V- Contractor's Company Name AJL L 11111-,R OL,,,,, 6 µ/ Phone# or- ,2,‘ /�-39-Lf Z Contractor's Address (� 1 S' (-(" �'c,v r7 f 4- i/t_ l City WI I, 1, -'I State (=L__ Zip 33/fr Qualifier Name L (I 1. 5 F 12-602‘ ;,CZ Phone # State Certificate or Registration No. 2 r co 34 2-0 C- Certificate of Competency No. l a.V 0 .S'.4 E -MAIL: r Architect / Engineer's Name (if applicable) CCIXI ..CO Phone # 786. 11 -3i 7q Value of Work For this Permit $ 5 `1" Type of Work: Describe Work: ddition Square / Linear Footage Of Work: laJ ['Alter—ion Drew ❑ Repair / eplace ❑ Demolition cNd cehJ A €o CwCJ 44 ` S c. e- : * * * * *** ** **** * *xxxxx * *** * * ***** * ***** Fees **** *** *** ** * * * *** * ***** * * * ***** ***** ** ** Submittal Fee $ Permit Fee $ Notary $ Training /Education Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Review. $ DPBR $ CC F $ CO /CC Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City Zip State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF' COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good • faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n. be app o .,.. a reins gection, fee will be charged. Signature The fot day of who is of 0 ner or Agent ng in trum•'nt was acknowledged b:yore me this 20p,by natty know o me or who has produced As identification and who did take an oath. NOTARY PU,WLIe- s'AAIIBRFLORIDA Dolores Ipez =•,',A Commission '0D766456 Sign: Print: es: - • IP a/ 1 w� • . • -��. %,. My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this /� day of ► r. , . , 2005, by who is _ l� . •• me or who has produced as identification and who did take an oath. NOTARY PUBLIC: NOPA if i+iiisf iE) N N9mi too ti1,0111B3A se-4,, Dolores e -z rs s.'or # ' 766456 Sign: Print: My Commission Expires: ** xxxxxxxxx *x **xxxx* ** ** *x* **x* * *x* ** *xx* *a: w **rx ** * * **wx *xxxxx** ** *, * *** ** ** ** * ** xxxrxrxxxw** *** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. //�� Master Permit No. K,C.►"6— OQy -C120 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) (,p0fJ(d0 1 XALIN Phone # Owner's Address 308 t€ , % 54 City MN t10rrS State FL Zip 33138 Tenant /Lessee Name Phone # E -MAIL: Job Address (where the work is being done) N6 (16 `# City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11 -320 •ot3 -Sggp Is Building Historically Designated YES Contractor's Company Name K+)41% biC 110 Contractor's Address • 17 %03 a) 20 -leo NO Zip 3'S. tb$ Phone # )S.Scl —g0o2 City MKlflt State Ft. Zip ;7J115, Qualifier Name O Ct (t Pererl Phone # State Certificate or Registration No. BC,- t1)001q 14i Certificate of Competency No. E -MAIL: Architect /Engineer's Name (if applicable) Ceram boketo Value of Work For this Permit $2000 c�— Type of Work: Addition ❑Alteration ['New ❑ Repair /Replace Describe Work: tr..roc' Phone # 7%E,-77-7c Square / Linear Footage Of Work: c *5-0 'tion ****xe:4c* ********* xxxxxxxoYxxxxx ***"****Feesxxxxxxxx****xxxxxx* zxxxxxxxr..*** *xxxxx xxx*** Submittal Fee $ Permit Fee $ Ci Notary $ Training /Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Structural Review. $ CCF$ CO /CC Technology Fee $ Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ See Reverse side -* 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 YOIJR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. W YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be apz o einspection fee will be charged. Signature ner or Agent The foregoing instrument was acknowledged before me this day of , by who s personally know me or who has produced As identification and who did take an oath. NOTARY PUilifit ,,,�� Dolores Loez ,.c *DD nil Commissio ,,A, r a y Sign: ��res' .:,p �.li.'.,� :.'.J,. i Print: My Commission Expires: Signature Contractor The fore oing instrument was acknowledged before me this day of i ',,1 , 200,, by who is per me or who has produced as identification and who did take an oath. NOTA '1- , ° t ;L',1" li fi : STATE eF PLORIDA rolores Lopez -, Commission #D07€6456 ues R. 2012 Sign: Print: My Commission Expires: Y.Y. x xx x 'Xx x xxx xxx xX x x*Y.WY. xx x xxx x xx xxx xx xx x CY. W W W xx Xx xxxdcxxxx Xxxxxxxxx********* x x xxx x xx x*xx*'x x*'x*X *xx xx xxxx***** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning io - LEO KOCKI Miami Shores Building Department City of Miami Shores 10050 NE 2"d Ave. Miami Shores, Florida 33138 Ref: Extension of Construction Permit Nr. RC-5-08-920 308 NE 96 Street, Miami Shores, FL 33138 Dear Sirs. sagarsi SEP 2 3 ,2010 VI ..................... 308 NE 96 Street Miami Shores, FL 33138 Our construction permit number RC- 5-08 -920 expires on September 28, 2010. This project considers two main construction areas, the conversion of the garage into home office and the extension of the house by building two additional rooms. The first part of this project (garage conversion) is completed. Unfortunately, due to financial hardship we were obliged to temporarily postpone the completion of the second part of the construction work. However, after intense international promotion of our film production work, (Kors Him, Inc) we are now starting to recover with film projects coming to be produced in Miami from other countries. We estimate that we will be financially recovered by the end of this year. Considering this unexpected setback, we exceptionally ask you to extend our construction permit until January 15 of 2011. Our plan is to continue the construction work the first week of 2011 and finish it within 4 months. We appreciate your consideration. Sincerely, / nor c b Kocking Own..y ZO.151 5T) OP,C) • September 3,�0 15 Mona Erica os Owner ORONI, INC. 14040 NW 6TH Ct. Miami, F133168 Phone (305) 685 -0412 • Fax (305) 688 -9550 April 22, 2010 Ref: Leonardo Kocking 308 N.E. 96 St. Master Permit #RC 5 -08 -920 To the building department: Nlatoi Our client Mr. Kocking has requested that we submit a letter for an extension on the above referenced permit and all its sub - permits. Thank You, Orlando Iglesias President. ORONI, Inc. Ziami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No.t,k— 912-o Job Name e0ckj1b'4 Date v4./07 STRUCTURAL CRITIQUE SHEET (2 fec, A/5 2I e ex; Sf Opeed244y Ajvti.j,( 1,20- L -6e as Of eet a.f l ie exif¢ t4 1/ of e frz-ew itufs e1 -- aer4u, H'is p'ol`ar'/ / Scale iiy�ir9 Gill e %,3., f%. s O h Found. , / , i $' ! . o t a .! UI-veI # -;qh{' 7 I et-e are 16r79 ,cztvi fs of aim e•51c,11, A/11-11 o&I Sk &w " exru peiv,aibl " anc( "n -ew (wi%,A,ok, e L e9 end Oz— P7 ¢ es ,/ a? all Ir. . WA1l Sew. r/.s -2 r 1 ��n fi� re/‘;2f-(e14, ✓ i , 17 0.6h f I 5 - 3( Lecly -er $ %42,itd b CON��huvy5 show diYnerts• cols /Jed- •T /S -� . J7/4n alto c Alf avvltd Le.dycr Oa of t, "'5 be4in - elatar. lVliarni Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 16 DATE: Contractor o Owner ❑ Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to co ,; e permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: RE E SEP 2 2 tuO9 PERMIT CLERK INITIAL: tTt- c6% F x \ Permit No: 08 -9X Job Name: , 2009 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 7.1e 44.r g.i./k.vVed 4.4e, e2Acr je; 444 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. Norman Bruhn CBO 305 - 795 -2204 ) "J UU J Jv mAuF.u1o..9 n,�dsuF,sfc� < Permit No: 08 -9Z Job Name: , 2009 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Building Critique Sheet Page 1 of 1 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. Norman Bruhn CBO 305- 795 -2204 Miami Shores Village 0 E C M EW M g p Buildin - Department MAY 2 6 2009 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: evo.00000 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roofmg Permit No. Master Permit No. /- 58/W j e'/p/ vi 4.1g7-/-A14 ii2171-bedu Owner's Name (Fee Simple Titleholder) it. LEeii-24 R-VP " (t4 Phone # Owner's Address ,'1 er E- J',er sr City et. i Are S State Y %, Zip 3; 1 , Tenant/Lessee Name - '""'r*. Phone # Job Address (where the work is being done) 54. 1-44 e City Miami Shores Village County Miami -Dade FOLIO / PARCEL # f;$ k Is Building Historically Designated YES NO Contractor's Company Name i I',J ( .> Zip Contractor's Address ilf 0 & 11,0 6 C%' City At , ,' y 14- /S� State p 1 zip 3 3 / ( t Qualifier Name /tte / f Phone # 3"r" 4 P V/ 2 State Certificate or Registration No. C i5 C 1'7 / 4 Y 9 Certificate of Competency No. (5 Ott) �q� > / 3 7 •Vl tW® • Phone # 3A-3— 6- g� ' Architect/Engineer's (if applicable) /.. 71; -4"'` "1, Phone # 7 ee 3 7.47 Value of Work Type of Descrihe? ❑Alteration Square / Linear Footage Of Work: 2-5 3 51c. ['New ❑ Repair/Replace ❑ Demolition cep ********* ** * *********** *** ****** * ****** Fees************* * ** ** * ***** * ****** **** *** * * * *** Permit Fee` /$. CCF $ 4s:2-12- MCC — Notary $ 0t Training/Education Fee /$ S ©° Technology Fee $ t Scanning $ 1 d-.�i b Radon $ 1,a b DPBR $ /,� { Zoning $ Q Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 6 a e 64'. is V l2 0 ` o ® Total Fee Now Due $ D) Submittal Fee $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no, work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not app v / reinspe 'on fee will be charged. Signature �� / , w "' _ �' / Signature wner or Agent \ i Contractor The fOregoing ins Ment -was acknowledged be re me this The ping instrument was acknowledged before me this 7-4 day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: day of /'1,t1 / , 20 Of, by i'o-Ct vide igdo 9 4 ' who is personally known to me or who has produced as identification and who did take an oath Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: FOR..,,,, �o4° �;3 OR ci, * * * * * * * * * * *** ********************************** ********** x******** *• x********** ** *:********* * * * ** **admit, APPLICATION APPROVED BY: 4.40„/0-/-c7F Plans Examiner Engineer (Revised 07/10/07) d 9 Zoning ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PLUMBING ELECTRICAL PERMIT # �i"S'o'aw MECHANICA ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES NC (WIND) FLOOR DRAIN SERVICE TEMPORARY NC (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER OVEN ABOVE GROUND TANKS SHOWER WATER HEATER U.F. PRESSURE VESSELS SINK. POT /3 COMP. MOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5 -8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP ELEVATORS /ESCALATORS WATER CLOSET MOTORS OVER 10 -25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT A/C WINDOW REINSPECTION FIRE SPRINKLER AIR CONDITIONERS HEATER -NEW INST. STRIP HEATER HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER SERVICE SPECIAL PURPOSE. SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY -SEWER SIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE /RES. ANTENNA PUMP & ABANDON SEPTIC TANK TELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION CATCH BASIN REINSPECTION DISCHARGE WELL • DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 W W W.MIAMISHORES V ILLAGE.COM BUILDING PERMIT APPLICATION FBC 20 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Roofing Likkof-geir /c teed ti°4, MO MIME] ji MAR 2 01009 Ell Permit No. 0 Master Permit No. /Z G 5C'9 2 e Phone # 3 7- <9-f"/ s Owner's Address 36V ,416-- 94.5 71 City H e 5 State /' / Zip 3*5 r 57 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) ) ®t '" '' - City Miami Shores Village County Miami -Dade Zip. FOLIO / PARCEL # Is Building Historically Designated YES NO X. Flood Zone Contractor's Company Name a/Ze!t) / 1 A-A L Phone # 3.C1-- C J C S'S ®W Contractor's Address 1 y& Lir & a e '" City !! -. 1.--(, r&- 1 State ) / Zip 3 3 f CJ Qualifier Name C- rZ A- "JP e .,T'4;" %F rte; Phone # 5 tJ 6 t- e g / State Certificate or Registration No. Certificate of Competency No. C (' / 2- /' -5-9 Contact Phone 3 ®'% / 2.— E -mail ® tae AP i 41 5 '¢ e 1_ . Go of Architect/Engineet s a , '(i " r� pppplicable) Phone # Value of W ` k �� )Permit $ 5/ 4D Square / Linear Footage Of Work: 411/4 Typc fi Addition ❑Alteration DNew ❑ Repair/Replace ❑ Demolition rZG i-A i 5‘ 4v 0- 9 scierz j>n refY 40.4-.0%,/,.%7A1 4 ff, alr-'V'cv Geic /2 **************** *:x** ** **:x****:s***** * *** Fees *** * * ****** **** * * * * *** * * *** ********** **:x**** Submittal Fee $ Permit Fee $ `)S ' r 411 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ l tCO ' Radon $ DPBR $ Zoning $ Bond $ // Code Enforcement $ Double Fee $ c! Structural Review. $ . " Total Fee Now Due $ 113. 00 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. ' I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs ,even (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app / reinspection fee will be charged. Signature The foreg day o wner or Agent g instrument was a knowledgedefore me thi Q The foreg oday o ,2 ,by SnAGt who 's personally kn wn to me or who has produced tot, As identification and who did take an oath. My Commission Expires: Contractor trument was ackno by o me or who has produced as identification and who did take an oath. NOTA Ap ;� `I�?1 p`�b SC' �4'3'® Sign: $4, G°4S9 Print: � My Commission Expires: * * * * * * * * * * * ************ * **** k**%+ k/ �Jk *��k*** *�k�k ****�k�k�k�k�k�k k�k�kffi�k�k�k****: k**** �k�k�k* �k�k�k# �k�k�k ****** ******�k�k�k **** *�:�k�k k�k�k�k*** APPLICATION APPROVED BY g/90(, f}y�a1,G Plans Examiner Zoning J24/4 Engineer Clerk checked (Revised 07/10/07) Permit No: 09 -920 Job Name: August 7, 2009 Miami Shores Vivage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet/Revision 1) Plans must be approved by HRS for the septic system. 2) Provide receipt from Miami Dade planning and Zoning for impact fees. 3) Provide revision applications for all subs. 4) Provide new HRS approval. 5) Provide new energy calculation for work, 3 copies. 6) Provide truss plans. 7) Provide a window schedule. 8) Show the second means of escape for each sleeping room. 9) The structural details for the entry and the roof framing plan do not match. Reconcile. 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. Norman Bruhn CBO 305 - 795 -2204 Job Address: Ccintractor: BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33136 -2362 TELEPHONE: (305) 795 -2204 FAX: (305) 756 -8972 Review Comments for Mechanical Processor Reviewer: Phone No: Date: Only the items preceded by an (x) must be corrected. ) I Need HVAC design schedule Miami Dade County Chapter 8. ) 2 No combustible in plenums. FBC -M 602.2.1. 3 Auxiliary and secondary drain systems required. FBC -M 307.2.3. ) 4 Air handler shall be mechanically attached to air system. FBC -M 603.7. ) 5 Equipment on roof over 16' require permanent access. FBC -M 603.5 6 Need balanced return air. FBC -M 601.4. 7 Provide return air in bedroom and I" undercut door. FBC -M 601.4. 8 Bathroom shall have window (3 square feet) or be mechanically ventilated. FBC -M 402.3.1. ) 9 Condensate drain need to be 3/4 "in diameter larger. FBC -M 307.2.2. 10 Air handling units in attics must meet all the requirements of .(show Notice to Homeowner) FBC -M 306.3. 11 Dryer vent shall not be longer than 25'. FBC -M 504.6. if not provide manufacturer's spec of dryer. 12 Outside air intake shall not be located closer than 10' from any hazardous or noxious contaminant. FBC -M 401.5. 13 Outside air required. FBC. -M 403.2 ) 14 Smoke detector required in system greater than 2000 C.F.M. FBC -M 606. 15 Fire damper required. FBC -M 607.1.2. 16 Mechanical equipment shall be designed and installed to resist wind pressures. FBC -M 301.13. 17 Appliance must be protected from damage. FBC -M 303.4. ) 20 Guards shall be provided to equipment located within 10' of edge of roof. FBC -M 304.10 ) 21 Miami Dade Fire approval for kitchen hoods and fire system required. Miami Dade Fire 22 Heat Load calculations required Miami Dade County Chapter 8 & FBC -M 312.1 0) 23 Energy calculations Miami Dade County Chapter 8 & FBC -M 312.1 ( ) 24 Other Comment Sheet Mechanical Page of 07 /04R1.0 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -5 -08 -920 Issue Date: 1/15/2009 Expires: / /2009 Folio Number:1132060135990 Owner's Name: LED KOCKING Owner's Phone: (305)757 -8815 Job Address: 308 96 Street Total Square Feet: 188 Miami Shores, FL 33138- Total Job Valuation: $ 42,000.00 Contractor(s) Phone Primary Contractor ORONI INC (305)685 -0412 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 5/23/2008 : Yes Comments: DEVELOPMENT ORDER CONDITION #5 APPLICANT TO COMPLETE A COVENANT IN THE FORM OF A "DECLARATION OF USE" ASSURING THE PROPERTY IS USED ONLY FOR A SINGLE FAMILY PURPOSE, RECORD THECOVENANT AND PROVIDE THE PLANNING DIRECTOR WITH A COPY OF THE RECORDED DOCUMENT PRIOR TO THE FINAL INSPECTION BY THE BUILDING OFFICIAL. Do („--,1/4-Le. )4-‘ 24, XcitA- w1( c/ �a(lS ai boa �rct /3 a Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 MMOMEWM1 MAY 0 6 009 B Y: Permit No. P1 C 44 ' Master Permit No. k.C-5 -O% Permit Type (circle): Building Electrical Mechanical Roofing Owner's Name (Fee Simple Titleholder) LeMai& 4U-0 Phone # Owner's Address City Rant SIL_' Mt RE) �e :�• State 1 L, Zip 33138 Plumbing Tenant/Lessee Name Phone # Job Address (where the work is being done) wU Ne q6 s4 City Miami Shores Village County Miami, -Dade Zip 3N I Is Building Historically Designated YES NO Y • Contractor's Company Name dEL rv) PL V A" Phone # Contractor's Address 9 S(/ (j 7/7i- City y I v State Ft- Qualifier L V (°5 f &- m'5 2-, 3 6r- -2Gl--3Y72. zip 33 ! r State Certificate or Registration No. R F (0 $1-0 ( Certificate of Competency. No. &C) C2O gstt, Architect/Engineer's Name (if applicable) Caw GI Phone # Db %4 3 ct �3 $ Value of Work F Type of Wor • Describe cents ['Alteration Square Footage Of Work: ONew ❑ Repair/Replace ❑ Demolition * * * * * * ** * * * * * * ** i* * * ** Submittal Fee $ Permit Fee $ * *>E* * * * * * * * * * * * * * * * * ** (1 CCF $ Notary $ Training/Education Fee $ Scanning $ S ". Radon CO /CC Technology Fee $ $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ f 0'o (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company'S Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: NOT Sign:`L Print: 4) .� My Commission Expires: ******************** * * ** * * ** * * ** * * * * * * * * * * * * **** *** * ** Contractor The foregoing instrument was acknowledged before me this 2-) day of 6'j) k( L , 20 G� , by ced who is personally ��'� • to me or who has produced *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Cho 05/13/03 itification and who did take an oath. • fit.', ✓. me. A &e, VC( Commission Expires: ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION (AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING ELECTRICAL MECHANICAL ITEM BATH TUB UNIT • FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE BIDET , LIGHT OUTLETS CENTRAL HEATING DISHWASHER RECEPTACLES A/C (WINO) DISPOSAL SERVICE TEMPORARY A/C (CENTRAL) DRINKING FOUNTAIN SERVICE SIZE IN AMPS DUCT WORK FLOOR DRAIN SERVICE REPAIR/METER CHANGE REFRIGERATION GREASE TRAP APPLIANCE OUTLETS PROCESS AND PRESS PIPING INTERCEPTOR RANGE TOP UNDERGROUND TANKS LAVATORY OVEN ABOVE GROUND TANKS LAUNDRY TRAY WATER HEATER U.F. PRESSURE VESSELS CLOTHES WASHER MOTORS 0- 1 HP STEAM BOILERS SHOWER MOTORS OVER 1- 3 HP HOT WATER BOILERS SINK, POT /3 COMP. MOTORS OVER 3- 5 HP MECHANICAL VENTILATION SINK, RESIDENCE MOTORS OVER 5- 8 HP TRANSPORTING ASSEMBLIES SINK, SLOP MOTORS OVER 8- 10 HP ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET MOTORS OVER 10- 25 HP FIRE SPRINKLER SYSTEMS URINAL MOTORS OVER 25-100 HP _COOLING TOWERS WATER CLOSET MOTORS OVER 100 HP VIOLATION INDIRECT WASTES- '• A/C WINDOW REINSPECT ION WATER SUPPLY TO: AIR CONDITIONERS A/C UNIT STRIP HEATER FIRE SPRINKLER . GENERATORS TRANSFORMERS 'HEATER -NEW INST. GENERATORS TRANSFORMERS HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL SPECIAL PURPOSE SWIMMING POOL OUTLETS COMMERCIAL WATER SERVICE SIGN TUBES SEWER CONNECTIONS :SIGN TRANSFORMERS UTILITY -SEWER SIGN TIME CLOCK UTILITY -WATER FIXTIRES SEPTIC TANK ANTENNA RELAY TELEVISION OUTLETS GRAINFIELD, 4" TILE/RES. VIOLATION PUMP 8 ABANDON SEPTIC TANK REINSPECTION SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA GRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER.SET (GAS) GAS PIPING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004' Permit No. IFECMCVM MAY 0 { uC o C"- 7 Master Permit No. L 5-( -c Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder) Leona(-80 .61,1L0 C.l Phone # Owner's Address 50E3 N 6 -ISD 54 •l 1i City'Ronm S�tC..) State 4-C, Zip JJ Roofing Tenant/Lessee Name Phone # Job Address (where the work is being done) Ott. A-5 V754 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1' —n — Q, ?-- Sc1c10 Is Building Historically Designated YES NO Contractor's Company Name A.6 14ec d Contractor's Address Z% G-T City`4'C{(Mt State 4-G Qualifier Name .Pit yell EYJI(U Ci State Certificate or Registration No. CACM 7q46 Architect/Engineer's Name (if applicable) CjCW( (50 66 Value of Work For this P Type of Work: Describe Work: Phone# '4.14G- I Zip 331'x{ Phone # Certificate of Competency No. Phone # 7%6 %-)--)-31-9 Square / Linear Footage Of Work: ['Alteration ['New IT) va4--- Cis\r (AO ❑ Repair/Replace ❑ Demolition Pnyte'{- ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *F s************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submftt��'tt$ 3S- ee $ Permit Fee $ CCF $ CO /CC Notary $ Scanning $ Training/Education Fee $ Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -* 5�� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs s ven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not app o I n a inspectii fee will be charged. Signature C4' 'P ' Signature Ow ' r or Agent The foregoing instrume was acknowledged before e this The foregoing instrument was acknowledged before me this day of ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced day of ,20,by As identification and who did take an oath. NOTARY PUBLIC: AR'Y ATE OF FLORIDA •lo -s Lopez Sign: !` ' � ✓o :' Print: Exp., es: .10, 2012 BOND U I1 ?ato IC 'ONDINC CO., INC. My Commission Expires: APPLICATION APPROVED BY: (Revised 02 /08/06) as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUB UC$TATE OF FLORIDA ?r•' olores Lopez Sign: V 56 Print: BotmE;'raxu ATLANTIC BONTDINO cu., INC. My Commission Expires: Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. el 06- 6149 PERMIT APPLICATION Master Permit No. RC-5-06b-1200 FBC 20040 IFOMEWM MAY 0 6 2UU BYo_ 11 Permit Type (circle): Building Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) _,,t,(Jno,(. © • If n Phone # Owner's Address M° GE) Si City Micm 1 a IOIC State 'fit, Zip :l ei e, Tenant/Lessee Name Phone # Job Address (where the work is being done) Wei Nf, ` E S4 City Miami Shores Village County Miami -Dade Zip �j? 1 FOLIO / PARCEL # I I — 3206 - O13— SgGt Is Building Historically Designated YES NO V Contractor's Company Name Man; dec.-111(... Phone # oos SS 1 - 9002 Contractor's Address %2%O' al) 2O 4v( City non State 'FL zip 175 Qualifier Name exr.,tCO c'c'- State Certificate or Registration No.UC" P0009 I 1 Certificate of Competency No. Phone #.. Architect/Engineer's Name (if applicable) Calft 6*(6 Phone # 7 %6 (Cer 3 A ')I—R Value of Work For this Permit- Type of Work: Describe Work: DA itio L' Alteration Square / Linear Footage Of Work: New ❑ Repair/13eplace ❑ Demolition Yl CC)14 1 0 te' tcv / Submittal Fee $ Permit Fee $ �:5 / ®Q CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 3" Q(J Radon $ DPBR $ Zoning Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ ./Tc`CO See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a. 491.: ; a reinsp� ction fee will be charged. Signature wner or Agent Signature Contractor The foregoing ins + + ent was acknowledged beffi' e me this The foregoing instrument was acknowledged before me this , day of ,20 ,by day of ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: NOTARY LIe -STATE OF FLORIDA Dolorc .% •� sier r DD fist. 6456 Sign: ty. Print: nvrLUU rrucu : cn• 'ING My Commission Expires: APPLICATION APPROVED BY: (Revised 02 /08/06) as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUSI.TC -STATE 01' FLORIDA Tln ,rnc My Commission Expires: oco.,U C. * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 0?) -6trIP Inspection Number: INSP - 164234 Permit Number: EL -5 -08 -949 Scheduled Inspection Date: September 12, 2011 Inspector: Devaney, Michael Owner: KOCKING, LED Job Address: 308 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)757 -8815 Parcel Number 1132060135990 Phone: (305) 551 -4043 Building Department Comments ELECTRICAL FOR ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 164184. Dryer receptacle needs plate. A/C condensate pump needs a receptacle and proper fusing. Remove or turn NC disconnect not needed with disconnect on A.H.U.. Bathroom receptacle missing. Arc fault breaker not installed. `0P cDP September 09, 2011 For Inspections please call: (305)762 -4949 Page 23 of 35 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address F308 NE 96 Street Miami Shores Village, FL 33138- Owner Information LED KOCKING Add Parcel Number 1132060135990 Block: Lot: Phone Expiration: 07/14/2009 Applicant LED KOCKING Cell 308 NE 96 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone ATLANTIS ELECTRICAL CORP (305) 551 -4043 (305)757 -8815 (305)318 -8200 Valuation: Total Sq Feet: Type of Work: ELECTRICAL Additional Info: GARAGE CONV. /ADDITION Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $200.00 $3.00 $5.00 $211.20 Invoice # EL -1 -09 -33695 Total Amt Paid Amt Due $ 211.20 $ 211.20 $ 0.00 $ 4,000.00 0 Available Inspections: Inspection Type: Underground Rough Final Meter Box Alteration Relocation Fire Alarm Service Change W. W. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. January 15, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date January 15, 2009 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305 795.2204 Fax: 305 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building P ermit No. EL 08_ 9. 41 aster Permit No. L er cao Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) onCII 0 CY I N Phone # � "e4 4 Owner's Address JI.J'e N qb M City 41.1,M1 Shp -) State FL Tenant/Lessee Name Zip3.3 �{ Phone # Job Address (where the work is being done) % e., q6 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1 "b206- o- S Gctb Is Building Historically Designated YES NO (- Contractor's Company Name t(- -\-{,t ft C. Contractor's Address OA 0 3 Su) 2,0 14ef r Zip Phone # 305- 551- ci 00,E City Mr111V1 1 State 9 L Qualifier Name .. aicto f 0 ?e(../. State Certificate or Registration No. -L- iwoICII `i Zip 331 IS Phone # .60S - S$ t -4002. Certificate of Competency No. Architect/Engineer's Name (if applicable) Gr tore U CXvl*n o Phone # Value of Work For this Permit $ Type of Work: [Addition `5.2.®®,ao ['Alteration Describe Work: CfNefbcA 0+ d S a(Ca9e- ?AAA eice(CASe. ccr3rv. Square / Linear Footage Of Work: :New 1rNAo ❑ Repair/Replace Cr), Oft%ca., a‘ii ❑ Demolition ********* * * * * * * * * * * * *,* ** ** * * *** * ******* Fees*****,********** * ****** ** * * * * * * * *,* *,* * * * * * * * ** Submittal Fee $ Permit Fee $ s' 40. `iPe) CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -> 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 certfed copy of the recorded notice of commencement must be posted at the job site for the first inspection hick occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n j be / .prov' `7ad a reiinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing ins ent was acknowledge before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUB IC: NO ��, PUBLIC -ST r ,FFLO RIDA Sign: E �•lress on #DD535535 Print: BondelZc .13 ntiA , 2010 My Commission Expires: ding Go•, Inc. NOTARY PUBLIC: NOTAR °` ; LIC ST Nail Sign: Print:Banded Thn FLORIDA s: MAy i antic Lurdu My Commission Expires: APPLICATION APPROVED BY r (Revised 02/08/06) Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164330 Permit Number: MC -5 -08 -947 Scheduled Inspection Date: September 14, 2011 Inspector: Perez, JanPierre Owner: KOCKING, LED Job Address: 308 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AG MECHANICAL INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)757 -8815 Parcel Number 1132060135990 Phone: (305)446 -1931 Building Department Comments ac for addiion Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 85205. a/c work ok need to vent waterheater jpp � rig ()AC � �vyv' September 13, 2011 For Inspections please call: (305)762 -4949 Page 16 of 30 Project Address 308 NE 96 Street Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Owner Information LED KOCKING Address Parcel Number 1.132060135990 Block: Lot: 308 NE 96 Street MIAMI SHORES FL 33138- Phone Expiration: 07/14/2009 Applicant LED KOCKING Cell (305)757 -8815 (305)318 -8200 Contractor(s) AG MECHANICAL INC Phone Cell- Phone Valuation: Total Sq Feet: Tons: Additional Info: GARAGE CONV./ ADDITION Classification: Residential Approved: In Review Comments: Date Denied: Date Approved: : In Review Type of Work: Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $2.40 $0.80 $136.50 $3.00 $3.41 $146.11 Invoice # Total Amt Paid Amt Due MC -1 -09 -33696 $ 146.11 $ 146.11 $ 0.00 $ 4,000.00 Available Inspections: Inspection Type: Ventilation Final Rough Hood Rough Duct Smoke Test Smoke Det Test In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. January 15, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date January 15, 2009 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING r RE �'�`� PERMIT APPLICATION t MA FBC 2004 Permit Type (circle): Building Electrical Permit No. hc. CA -141 aster Permit No. RL CMS - aZO Plumbing Roofing Owner's Name (Fee Simple Titleholder) (IO(A(d V...ocv..1 q Phone # aOS -764 -8Si i Owner's Address 30ct NE Q b S4 City 1-11 Arn1 5\01-R-)3 State Fl, Tenant/Lessee Name Zip 3b13� Phone # Job Address (where the work is being done) IV q 6 T� City Miami Shores Village County Miami -Dade FOLIO / PARCEL # t 3206 _ 01 3- Sgct D Zip :J31 %cc, Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address 2% 31 city !Thaw Qualifier Name NJ (e,11 Q `UQ(G1 C�. 1-k#CANorIc�,Q Sul 3% Ain GT State Phone # 3OS- 4y6-1%1 Phone# .50S- �-i`i6 -ig3I State Certificate or Registration No. GPCQt-).9y S Certificate of Competency No. Architect/Engineer's Name (if applicable) C,(1 1(\U 4- (nj %n,3 Phone # Value of Work For this Permit $ 2y00, ob Square / Linear Footage Of Work: Type of Work: [Addition ErAlteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: C.,CYI■yP.(S( cleN 0— Q 5CoCG3 -e V140 C71 CQ- oJ Icko conM . dU1 l d exc.( trycn ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ CCF $ CO /CC Technology Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be apps �" reinspection fee will be charged. Signature wner or Agent. Signature Co - 0 ctor The foregoing ins ment was acknowledged before me this The foregoing instrument wa ' cknowledged before me this day of , 20 , by day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P : LIC: NO PUBLIC- ST OF FLORIDA 4/1 f N.,,a I. ,. ''� � s "0, 1.'• s es: MAY 13, 2010 Bonded i .: Suc. ii 14 Co., Inc. Sign: Print: My Commission Expires: NOTARY PU LIC: Sign: NO •I'Y PUBLIC- OF FLORIDA Print: f Y 13, 2010 Woad Thry s thwtic Pdan4 . Co., Inc, 35 My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02 /08/06) I 5 labt Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 164308 Scheduled Inspection Date: September 12, 2011 Inspector: Hernandez, Rafael Owner: KOCKING, LED Job Address: 308 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NELMAR PLUMBING INC Permit Number: PL -5 -08 -948 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)757 -8815 Parcel Number 1132060135990 Phone: (305) 261 -3942 Building Department Comments PLUMBING FOR ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 85214. wh ntc September 09, 2011 For Inspections please call: (305)762 -4949 Page 31 of 35 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Project Address i 308 NE 96 Street Miami Shores Village, FL 33138- Owner Information Address Parcel Number 1132060135990 Block: Lot: Cell Applicant LED KOCKING Phone LED KOCKING 308 NE 96 Street MIAMI SHORES FL 33138- (305)757 -8815 (305)318 -8200 Contractor(s) NELMAR PLUMBING INC Phone (305) 261 -3942 Cell Phone Valuation: Total Sq Feet: $ 3,000.00 "MENEWOMMEIPINSMINESESTIOD , Type of Work: PLUMBING Type of Piping: GARAGE CONY./ ADDITION Additional Info: Bond Return : Classification: Residential Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $190.00 $3.00 $4.75 $200.15 Invoice # PL -1 -09 -33694 Total Amt Paid Amt Due $ 200.15 $ 200.15 $ 0.00 Available Inspections: Inspection Type: Top Out Re Pipe Main Drain Underground Rough Heater Water Service Final Water Main Lavatory 1 In ra thereto of a the issuance to me owith the plans, drawings, gs� statements or specifications submittedrtote proper authorities o ordinances ami Shores Village. In pertaining c p thereto and in strict conformity responsibility accepting this permit I assuMECHANICAL, WINDOWS, DOORS, ROOFING agent, servants, or and SWIMMING POOLweork.l understand that separate permits are required for ELECTRICAL PLUMBING, OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated January 15, 2009 Date Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy January 15, 2009 Slab Spot Survey Stem Wall Footer Termite Letter Tie Beam Bond Beam Trusses Plan Submittal Wall Sheathing Window and Door Buck Window Door Attachment Wire Lathe NO INSPECTION WILL BE MADE UNLESS THE PERMIT 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 COMMENCEMENT. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 11_08-141 BUILDING PERMIT APPLICATIO FBC 2004 Master Permit No. 1 V.O Permit Type (circle): Building Electrical ' lumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) C c',Q(1Q( 80 toC,v..j n G Phone # Owner's Address N6 q6 J City 14(74r(\1 5\-Noce- State FL Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) WCi., Ne q6 S4 City Miami Shores Village County Miami -Dade FOLIO /PARCEL# -*j ~(��j�5gg0 Is Building Historically Designated YES NO Zip Contractor's Company Name Nei (N,( IN Ci Phone # S" 261- -:$ to, :.- .; 3 5 L. Contractor's Address 4gSM WU 1S te_, City t`A1GM I State FL Qualifier Name alliallik L U i`5 F 1?-0 0 2,1' 5 ■�- Phone # State Certificate or Registration No. IL F(2 -Q 3� LU 6 Certificate of Competency No. 6 6 0 - v aft Zip 33'Sr Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # Square / Linear Footage Of Work: Type of Work: dAddition [Alteration ['New ❑ Repair/Replace ❑ Demolition Describe Work: CON' e(SIcr 0+ c.tC.P, V\43 71r 04%C._ 7iv. I7101 t'l Y00M. Wl i e`te(c15e r =core Submittal Fee $ Permit Fee $ /fO Notary $ Scanning $ Bond $ Training/Education Fee $ CCF $ CO /CC Technology Fee $ Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ 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 nt Y Zip Application is hereby made to obtain a permit to do the nClYiCIn�i installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.” Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must fig posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app o • r5a reins ection fee will be charged. Signature Signature wner or Agent Contractor The foregoing ins, • ent was acknowledged before me this The foregoing instrument was acknowledged before me this 20 day of , 20 _, by day of 141 AI , 20 or, by LA, is F (—e111r5. y, who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTA „I�j�, p, r ores LO pea A ilo #D Sign: Print: My Commission Expires: NOTARY PUBLIC: Sign: Print: My Co *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** * * * ** APPLICATION APPROVED BY (Revised 02 /08/06) I- 8143 - NOTARY FIN ry Discount Assoc. CO. * * * * * * * * * * ** Plans Examiner Engineer Zoning