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RC-12-588 (2) M Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-171961 Permit Number: RC-4-12-588 Scheduled Inspection Date: December 18,2013 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Final Building Owner: RODIER,ALEXANDER& EMILIE Work Classification: New Job Address:1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN&CONSTRUCTION INC Phone: (954)892-8289 Building Department Comments NEW HOUSE revision for setbacks submitted 2/28113. ok to remove stop work order permit on hold due to a change of contractor for pl 12/13/2013-BOND PRINTED ON THIS DATE. IT WAS Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 17,2013 For Inspections please call: (305)762-4949 Page 1 of 31 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-204787 Permit Number: RC-4-12-588 Inspection Date: December 19,2013 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: F. Elevation Certificate Owner: RODIER,ALEXANDER&EMILIE Work Classification New Job Address: 1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: eNONE> Contractor: RCI DESIGN &CONSTRUCTION INC Phone: (954)892-8289 Building Department Comments NEW HOUSE Infractio Passed Comments INSPECTOR COMMENTS False revision for setbacks submitted 2/28/13. ok to remove stop work order permit on hold due to a change of contractor for pi ORIGINALY PAID ON 9/07/2012 BUT O CREA. D TILL 12/13/2013.As Inspec or Comments Passed �y Failed El Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 December 19,2013 Page 1 of 1 U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION INS # / ,,,, Al. Building Owner's Name Alexandre Rodier&Emilie Rodier ti N `` %, A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. s rtt t� 1009,NE 104'"Street' City Miami Shores State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lot 15 Block 1 of "EVENINGSIDE" PB 44 PG 53 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.25.870972° Long.-80.177022° 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. AT Building Diagram Number 1 B A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) WA sq ft a) Square footage of attached garage 733.7 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 1080 sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State Village of Miami Shores 120652 Miami-Dade Florida B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevations)(Zone 12086C/0306 L 9-11-2009 Effective/Revised Date Zone(s) AO,use base flood depth) 9-11-2009 AE 8.0 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date:N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-430,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:MDC BM B-26-RA Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 9.00 ®feet ❑meters b)Top of the next higher floor 21.00 ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A._ ❑feet ❑meters d)Attached garage(top of slab) 7.55 ®feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 9.82 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7.00 ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 7.20 ®feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support N/A._ ❑feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be 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. l 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 ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No EAL Certfier's Name HECTOR Y.PINERA License Number 5687 HIERE Title LAND SURVEYOR Company Name ORION SURVEYORS&MAPPERS,INC. PLSM 05687 Address 16217 SW 4 TERRACE City MIAMI State FL ZIP Code 33185 12-5-2013 Signature Date 12-5-2013 Telephone 305-229-5130 FEMA Form 86-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 . 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. 1009 NE 104'Street fr City Miami Shores State FL ZIP Code 33181 d4ipirty'NAIC Number SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments -LOWEST ELEVATION OF MACHINERY OR EQUIPMENT SERVICING THE BUILDING REFERS TO A/C TOP OF SLAB,LOCATED AT REAR SIDE OF PROPERTY. -CROWN OF ROAD(NE 104'STREET)Elev.=5.77' -LATITUDE/LONGITUDE SOURCE:GOOGLE EARTH. -OFFICE BUILDING ON REAR Elev.=9.00' Signature Date 12-5-2013 SECTIO -BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including 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 servicing 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 I Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinan;7 can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable items)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT: In these spaces,copy the corresponding information from Section A. ?R'INSI> S ,,65MI PANY U$� , .. Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy; tier 1009 N.E. 104"Street �Y City State ZIP Code C rlp yNAICNIum f ` Miami Shores FL 33138 If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View";and, if required, "Right Side View" and "Left Side View."When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8.If submitting more photographs than will fit on this page,use the Continuation Page. FRONT VIEW 12-05-2013 r, REAR VIEW 12-05-2013 Ile ,!P illy I�,•{{it!� 6 L 3 !V qsS 4= FEMA Form 086-0-33(7/12) Replaces all previous editions. �� .`� �� o r�`�► ..• � � �� .• `tf- � Yvv ••• � � ♦� �� p1 ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 1009 N.E. 104th Street City Miami Shores State FL ZIP Code 33138 Company NAIC!Number If submitting more photographs than will fit on the preceding page,affix the additional photographs below. Identify all photographs with: date taken; "Front View"and"Rear View"; and, if required, "Right Side View"and"Left Side View."When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. I LEFT SIDE VIEW 12-05-2013 IBM j t RIGHT SIDE VIEW 12-05-2013 4l�✓rt' r, Y( FEMA Form 086-0-33(7/12) Replaces all previous editions. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-171939 Permit Number: IBC-4-12-5 Inspection Date: January 08,2014 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Termite Letter Owner: RODIER,ALEXANDER&EMILIE Work Classification: New Job Address:1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN & CONSTRUCTION INC Phone: (954)892-8289 BuIlding Department Comments NEW HOUSE revision for setbacks submitted 2/28/13. ok to remove stop work order permit on hold due to a change of contractor for pl ORIGINALY PAID ON 9/07/2012 B T NO CREA. D TILL 12/13/2013.As Inspec or Comments Passed C VP Failed El Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 January OF,2014 Page 1 of 1 12x19/2013 13:58 FAX IJ001/002 60Pali IMT CC*;M ., INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AND LIMITED WARRANTY AS REQUIRED BY FLORIDA BUILDING CODE(FBC)1816.1.7 PURCHASER'S NAME AND ADDRESS:CBJ Construction 455 NE 17TH Avenue Fort Lauderdale,Florida,33301 TREATMENT SITE:1009 NE 104th Street,Miami Shores,FL 33138 PROJECT:Eveningside PERMIT:RC-4-12-588 LOT:15 BLOCK:1 UNIT:N/A NUMBER OF STRUCTURES TREATED: 1 SQUARE FOOTAGE:46M NUMBER OF GALLONS:460 CHEMICAL:Imidacloprid PRODUCT:Adonis 75WSP @.05% DATE OF COMPLETION:12/19/13 APPLICATOR:Breck Bishop 1 YEAR WARRANTY DATE&TOM nfWM 3..0 PM Accurate Pest Control,Inc.hereby confirms that this budding has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Limitations,exclusions or conditions that affect the company`s obligation to retreat or repair damage,are part of the contract. Z 1752 T CONTROL,ING President - I 300 S.STATE ROAD 7 • PLANTATION,FLORDA 33317 • 954 584-8588 • 1-800-749-8588 • FAX:934-S84-6117 1&(19/2013 13:59 FAX Q002/002 6fWM CONTROL, INC. License#JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code(FBC) 1816.1.7) CBJ Construction (954)892-2694 1009 NE 104'`Street,Miami Shores,Florida 33138 Eveningside Lot 15 Block 1 Permit#R-4-12-588 Method of Termite Treatment Prevention Treatment soil barrier.wood treatment,bait system,other (describe) The building has received a complete treatment for the prevention of subterranean termites. Tmatynent is- accordance with rules and laws established by the Florida Department of Agriculture and Co 'ces Signature 300 S.STATE ROAD 7 * PLAWATUM,FLORIDA 33317 • 954.584-8588 • 1400-749-8588 • FAX:954+58"117 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-204788 Permit Number: RC-4-12-588 Inspection Date: December 19,2013 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: F. Insulation Certificate Owner: RODIER,ALEXANDER& EMILIE Work Classification: New Job Address:1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN &CONSTRUCTION INC Phone: (954)892-8289 Building Department Comments NEW HOUSE Infractio Passed Comments INSPECTOR COMMENTS False revision for setbacks submitted 2/28/13. ok to remove stop work order permit on hold due to a change of contractor for pl ORIGINALY PAID ON 9/07/2012 BUT NO Insp spec tErDCmlmments 12/13/2013.As Passed p Failed Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 December 19,2013 Page 1 of 1 MIAM MNfiaiini-Dade County BuBding Deartmmt 11so5 SM.26 Sheet,b-Lu ,FL 33175-2474 wwwmeiamidade.et►yAm la E,- RGY SOUND k1 .. . AC.T CE iTMCA n BTAldingPe.=*t\to: &C-141-12-58'8 Project N=e: A( i ocl t e Ir JobAd&m—. 1009 ME 1O : —jam'.shomes FL 33138' Insulation is installed in the structure described below as follows: Work Area Item Installed Bags / Sq Feet R-11 Batt Fiberglass to Garage Partition R-11 16"x 96"-Kraft-Batts R-11 Batt Fiberglass to Garage Attic R-11 24"x 96"-Kraft-Batts R-11 Batt Fiberglass to Blocking R-11 24"x 96"-Kraft-Batts _ R-30 Batt Fiberglass in Attic R-30 24"x 48"-Kraft-Batts R-5 Rigid Board Exterior Walls Tuff-R 3/4"x 4'x 8' *Fiberglass blow has no settling factor for R-values Job Name: 1009 NE 104 ST Job Address: 1009 NE 104 ST Installed By: ANY SEASONS INSULATION Insulation Vontractor Signature Insulation contractor CC# 1514360 Date Certified: I qj /�� G.0/BUILDER RCr De.6r%4 Corisfru Inc G.0/Builders Signature Building Contracting CC# Date Ceritified: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-171958 Permit Number: RC-4-12-588 Inspection Date: December 19,2013 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Final PE Certification Owner: RODIER,ALEXANDER&EMILIE Work Classification: New Job Address: 1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN &CONSTRUCTION INC Phone: (954)892-8289 Building Department Comments NEW HOUSE revision for setbacks submitted 2/28/13. ok to remove stop work order permit on hold due to a change of contractor for pl ORIGINALY PAID ON 9/07/2012 BUT NO CREA. D TILL 12/13/2013.As Inspec or Comments Passed I ` Failed El Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 December 19,2013 Page 1 of 1 Edgar Munoz, P.E. Florida Lic. #50051 6623 NW 173 Lane Miami FI 33015 Tel 305-219-9791 WORK COMPLETION REPORT December 12,2013 The Building Official Miami Shores Village Address: 1009 NE 104 Street Miami Shores Permit:RC-4-12-588 Contractor: RCI Builders Owner:Alexander&Emile Rodier Scope of Work: New Residence 5,100 sq ft At the contractors request we visited this site to perform a final inspection of the above captioned project.We reviewed the plans and NOAs and performed a complete visual inspection of the completed residence. This letter serves to confirm that all installations were performed in accordance with plans,associated documents and FBC 2010 Should you have any further questions please feel free to call our office. Sincerely, Edgar Muno`` X.#! 051 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-204793 Permit Number: RC-4-12-588 Inspection Date: December 19, 2013 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Soil Compaction Letter Owner: RODIER,ALEXANDER&EMILIE Work Classification: New Job Address: 1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN&CONSTRUCTION INC Phone: (954)892-8289 Building Department Comments NEW HOUSE Infractio Passed Comments INSPECTOR COMMENTS False revision for setbacks submitted 2/28/13. ok to remove stop work order permit on hold due to a change of contractor for pl ORIGINALY PAID ON 9/07/2012 BUT NO F CREATED TILL 12/13/2013.As Inspector Comments Passed PML( I Failed El Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 December 19,2013 Page 1 of 1 = i t � . Terra Teck Consultants, Inc. ♦Environmental Consultants ♦ Foundations ♦Geotechnical Testing ♦Inspections ♦ Construction Materials Testing ♦ Structures FIELD DENSITY REPORTS Client: CbJ Construction Date. 09/23/12 Address: 455 NE 17'Ave.,Fort Lauderdale,Fl 33301 Order No.: 12-2235 Project New House At 1009 ME 104 St.,Miami,Fl Contractor: CBJ Construction Description: Beige Ume Rods with Lime And Silica Sand Location: Footings,Office Detachment, East Center(ist Lift) Lab# D-30852 Test Results of Field Densities ASTM method: D-2922-81 Description of Test Area 1 1-Lift Footing Densities For New House At 1009 ME 104 St.,Miami,FI Lab No. D-30852 Test No. 2 Depth in inches 611 Field Density Ibs/Cft. 115.9 Mositure Contents % 7.4 Maximum Density % ( in the field) 98.3 Req. Compaction by job specs 98% 100 % Max. Density (Proctor) 117.9 Proctor No. P-2265 Optimum Moisture 7.9 Remarks All The Above Tests Comply With Job Specifications Checked By R.E.D.5 Re rt y A.M. Respectfully Submitted BY, Terra Tech Consultants,Inc. Rafael E. roz- a,P.E. FLORIDA REGISTRATION No. 39228 Date: As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of 4 statements,conclusions or extracts from or regarding our reports Is reserved pending our written approval. 4 TerraTeck Consultants, Inc. ♦Environmental Consultants ♦ Foundations♦ Geotechnical Testing ♦Inspections♦ Construction Materials Testing ♦ Structures FIELD DENSITY REPORTS client: Cbj Construction Date: , 09/23/12 Address: 455 NE 17"'Ave.,Fort Lauderdale,Fl 33301 Order No.: 12-2235 Project: New House At 1009 ME 104 St.,Miami,F1 Contractor.. CBJ Construction Description: Beige Lime Rock with Lime And Silica Sand Location: Footings,office Detachment, East Center(2nd Lift) Lab# D-30852 Test Results of Field Densities ASTM method: D-2922-81 Description of Test Area I 1st Lift Footing Densities For New House At 1009 N.E 104 St.,Miami,A Lab No. D-30868 Test No. 7 Depth in inches 6" Field Density Ibs/Cft. 117.3 Mositure Contents % 7.9 Maximum Density % ( in the field) 99.5 Reg. Compaction by ob specs 98% 100 % Max. Density Proctor 117.9 Proctor No. P-2265 Optimum Moisture% 17.9 Remarks I All The Above Tests Comply With Job Specifications Checked By R.E.D.S. Report Respectfully Submitted BY, Terra Tech Consultants,Inc. Rafael E. z-S a,P.E. FLORIDA REGISTRATION No. 39228 '..» Date. ° / 3 /�-- As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of 5 statements,conclusions or extracts from or regarding our reports Is reserved pending our written approval. , e Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-204794 Permit Number: RC-4-12-588 Inspection Date: December 19,2013 Permit Type: Residential Construction Inspector: Diaz,Osvaldo Inspection Type: IiRS Approval Owner: RODIER,ALEXANDER&EMILIE Work Classification: New Job Address:1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN &CONSTRUCTION INC Phone: (954)892-8289 Building Department Comments NEW HOUSE Infractlo Passed Comments INSPECTOR COMMENTS False revision for setbacks submitted 2/28/13. ok to remove stop work order permit on hold due to a change of contractor for pl ORIGINALY PAID ON 9/07/2012 PUT qQ F In pectErDCmlrv�ments 12/13/2013.As Passed I Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 December 19,2013 Page 1 of 1 °* STATE OF FLORIDA PERMIT NO. DEPARTMENT OF REALTR DATE PAID: ONSITE SEWAGE TREATMENT AND.DIPOSAL SYSTEM FEE PAID' � CONSTRUCTION INSPECT'IQN AND FINAL APPROVAL RECEIPT #: APPLICANT: `%CXSL.�L ��r► V`1W��C�Q,� AGENT: PROPERTY ADDRESS: /0O Al -E. IQy�:.e LOT: BLOCK: j SUBDIVISION: PROPERTY ID #: CHECKED [X] STEMS ARE NQT IN COMPLIANCE WITH STATUTE-OR RU 49 AND MUST•B$•CORRIXTED- TANK INSTALLATION' . SETBACKS SETBACKS I ' ] [01] TANK SIZE C7 y 3 [2] { 1 (271 SURFACE WATER B ? © PT I I f 021 TANK RATE RIAL ��n [ 1 [28] DITCHES- FT e 1 [031 OUTLET DEVICE _ [ 1 {29] PRIVATE WELLS FT [ 1 [041 MULTI-CHAMBERED [ -Y / N ] C 1 {301 PDBT4IC WEX,LS FT ' { ] [051 OUTLET FILTER ;P �� { ] {311 IRRIQATION WELLS FT [ 1 [061 LEGEND ,Z O -01 ... I 1 .[321 POTABLB WATER TrINES 34 FT [ 1 [.071 WATERTIGHT A { 1 [331 BTjit iNg FOUNDATION FT [ 1 1081 LEVEL [ 1 [341 PROPERTY LINES FT [ 1 fO93 DEPTH TO LI-n [ 1 [351 OTHER FT DRAINFIELD INSTAX"TIQN FILLED / MOI7ND SYSTEM C 1 [101 AREA [11LX=[2] 7-T SQFT f ] .[361 DRAINFIEW COVER [ 1 [111 DISTRIBUTION BOX HEADER 1 {371 SHOULDERS �---------------- { 1 ' [131 DR,AINLINE SEPARATION Z y � ] [391 §TABILTZATION I 1 11:41 DRAINLINE SLOPE { 1 [151 DEPTH OF COVER /0 � � ADDITIONAL INFb M I! 109 { ] 1161 ELEVATION [ABOVE/,) , , BM I 1 1401 U1gQBSTRUCTED AREA [ 1 '[171 SYSTEM LOCATION.>_ { 1 [41] STORMWATER RUNbk# C 1 [181 DOSING PUMPS 0v /mil t ] I421 ALARMS E 1 [191 AGGREGATE SIZE /Y C_A. •C 1 [433 . MAINTENANCE AGREEMENT [ 1 [201 AGGREGATE EXCESSIVE FINES t ] [441 BUILDING AREA t 1 [211 AGGREGATE DEPTH N1,4_ t 1 [451 LOCATION CONFORMS WITH SITE PLAN [ ] [4 61 FINAL SITE GRADING FILL / EXCAVATION MATERIAL C 7 [471 CONTRACTOR [ ] f221 FILL AMOUNT y •, C• 1 {481 OTHER -- I 1 •[231 .FILL TEXTURE I 1 [241 EXCAVATION DEPTH. ABANDONMENT* [ 1 [251 ,AREA REPLACED { If 1491 TANK PUMPED '[ 1 [261 REPLACEMENT MATERIAI. [ 1 050.7 TANK. MI USHP FILLED J I EXPLANATION OF VIOLATIONS j REMARKS: CONSTRUCTS ON APPRO DISAPPROVED] :�... ��C /�-� CHD• DATES D_/ ,3 `INAL SYSTEM 4APPRO DISAPPROVED] : �i cif C^Pw-w-� ""` CED DATEa 0 -/O-Js `16, 08/09 (Obsoletes -all previous editions which-may not be used) rated, 64E-6.003, FAC• Page 2 of 3 ! V V '•' DIVISION OF Envir • onmental Health Florida Department of Health R0%* ---wiaml-Dade County Health Department RIP OSTDS/Well Division ®` 11805 SW 26 St.•Miami,FL 33175 �O Inspector* co,' Date Address Comments: l� 1 Signature r umSPECTION RECORD -- POST ON SLTE Permit NO. RC-4-12-588 Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL 33138-0000 +� Phone: (305)795-2204 Fax: (305)756-8972 issue Date:9/6/2012 Ex P Tres: 03/05/2013 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel#:1122320290140 Owner's Name:ALEXANDER &EMILIE RODIER Owner's Phone: 305-756-6295 Job Address: 1009 NF 104 Street_et Total Square Feet: 5100 Miami Shores FL 33138-2655 Total Job Valuation: $ 175,000:00 Bond Number: WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:OOPM.NO WORK IS ALLOWED ON SUNDAY Contractor(s) Phone Primary Contractor OR HOLIDAYS. RCI DESIGN&CONSTRUCTION IN( (954)892-8289 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE h DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. _r NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S 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. i INSPECTION RECORD STRUCTURAL ZONING .INSPECTION DATEIINSPk INSPECTION DATE IN INSPECTION DATE INSP Foundation ,Gl 3 Zoning Final Stemwal9 BONING COMMENTS Rough `SIab Lf! !/D /Z Water Service Columns (t s•Llft 2"d Rough co,fu nrfs ( :nd Lift) To Out y. -� _ - Tie Beam 1 Fire S Drinklers -' Truss/Rafters 3, Septic Tank Roof Sheathin ! 3 Sewer Hook-u /v-fry Bucks Roof Drains ` Windows/Doors ELECTRICAL Gas Interior Lrami ILI INSPECTION DATE INSP LP Tank M-Sulation Temporary Pole Well Ceilin Grid 30 Day Tem ora Lawn Sprinklers j D all Pool Bonding Main Drain Firewall — Pool Deck Bondin Pool Piping i7lire Lath Pool Wet Niche Backflow Preventor Pool Steel Llnder roun Interceptor PoolDeck � Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fe^ce Wall Rough JX JHRS Final Screen. Enclosure Ceiling Rough Driveway Rough,,,;,,.,._.`; PLUMBING COMMENTS Driveway ewa Base Telephone Rou h Tin Cap Telephone Final Roof in Progress TV Rou9!!i- Mop in Progress TV Final Final Roof Cable Rou h Shutters Attachment Cable Final ° / Final Shutters _ Intercom Ro g Rails and Guardrails Intercom Final MECHANICAL ADA compliance Alarm Rou h ;` t '/ Y INSPECTION NSP e /3 Alarm Final o- Underground Pipe Z DOCUMENTS Fire Alarm Rough Soil Bearing Cert d t� Fire Alarm Final Rough Soil Treatment Cert 2- Service Work Wi _ Floor Elevation Survey /� p / 2, / Ventilation Rough Reinf Unit Mas Cert ELECTRICAL CO MENTS Mood Rough Insulation Certificate Pressure Test Spot Survey Final Hood Final Survey Final Ventilation Truss Certification Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL. M ENT S INSPECTION DATE MINSP �j Final Sprinkler Final Alarm +. C r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-204869 Permit Number: RC-4-12-588 Inspection Date: January 07,2014 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final p YP Y Owner: RODIER,ALEXANDER& EMILIE Work Classification: New Job Address: 1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN &CONSTRUCTION ING Phone: (954)892-8289 Building Department Comments NEW HOUSE Infractlo Passed Comments INSPECTOR COMMENTS False revision for setbacks submitted 2/28113. ok to remove stop work order permit on hold due to a change of contractor for pl ORIGINALY PAID ON 9/07/2012 BUT NO In pE. DC IIrLiii�tents 12/13/2013.As Passed 6 � CREATED AS REINSPECTION FOR INSP-204786. please provide distance between pergola column and side plot line and Failed El distance between accessory/office structure and residence. Correction Needed Re-lnspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 January 07,2014 Page 1 of 1 1 II� Ok- sal. ✓1 , L f � SKETCH OF A. R. TOUSSAINT & ASS OCIATES, INC. LAND SURVEYORS C-8 Q/SCA YNE CANAL BOUNDARY SURVEY FLORIDA LORroA CERTIFICATE O F AUTHORIZATION Na. LB-273 D H. i34.$7 D H. JAN `�' 1 620 N.E. 126 ST. NORTH MIAMI, FLORIDA 33161 PH: (305) 891-7340 FAX: (305) 893-0325 f. _ FB: 556 PG. 70-71 DATE: JAN. 7, 2014 0.7 WIDE CONCRETE SEAWALL--/ .71 g .� � ORDER No. 14894 �\�` SCALE: 1 = 20 iv 35.15 . •• • � P$ ..I.. � C--8 BISCAYNE CANAL 8UlLDING z s 34 75' » » » » -0 4L f 29 �---` 1 62' 15 93 14 13 12 11 10 •Q o. 1a 00, O 2 �' 2•� G�� 17.33 75` » » » 0 9 N.E. 104th- STREET C°,y` moo• ``'�'�'1--�-,.�_•� • �F'O�'� o '�O N � II 28.52' 78' » » » 12 11 102 9 $ 70.55' 75' » » » 10.21' O LOCATION MAP LEGAL DESCRIPTION: iOq`��+ SCALE: 1"= 100' SURVEY OF LOT 15, BLOCK 1, OF "EVENINGSIDE", Q �� w �y�` F ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT o BOOK 44 AT PAGE 53 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA 0� '.�' j LEGEND SURVEYOR'S CERTIFICATION: 1`�p -�` A.C. CONDITIONER WE HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT &B.S.° CO BLOCK snJcco TO THE BEST OF OUR KNOWLEDGE AND BELIEF AS RECENTLY co w �,�' �� :`; : ' ::''.`'g :r;;. cONC m CONC RErE SURVEYED AND PLATTED UNDER OUR DIRECTION AND THAT THIS �c Q F fir SURVEY COMPLIES WITH THE MINIMUM TECHNICAL. STANDARDS FOR 1�1 'CL� �� CON CRETE" '"..� IP IRON PIPE LAND SURVEYINO IN THE STATE OF FLORIDA, UNDER RULE 5J-17 (Sl ,:~. ::DRIVEWAY:'~.:`:: PROPERTY LINE REGISTERED LAND SURVEYOR No. FLORIDA ADMINISTRATNE CODE, CHAPTER 472.027 FLORIDA _" °0•'' WM WATER METER STATUTES. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL `c6.. P - ':.: ' �"." OF THE REGISTERED LAND SURVEYOR SHOWN HEREON. ��G � L� � ,�� :. : . ;..�•.;. is ® w � ?_ :'•' A.R. TOUSSAINT & ASSOCIATES, INC. C t1 p 0 �i ° /j e B \ BY: IA + PRES. ALBERT R. TOUSSAINT A= •35'05"\ REGISTERED ENGINEER NO. 8939 L 85� REGISTERED LAND FSUR SURVEYOR NO. 907 STATE 9 3 •� AST PAVEMENT FLOPJDA �� o °• I N.E. 104th STREET DATE: -mtE 10 9On 24.5'_ JAN. 7, 2014 1009 N.E. 104th STREET FD .I.P (3�15'P) 41.,38"(M) IFD P. 35.00' SCALE: " MIAMI SHORES, FL. 33138 0 20 40 60 1 :: 20' SCALE: 1 INCH = 20 FEET DRAWING NUMBER SHEET DRAWN BY: R REVISION D 0 C oRG 14896 1 O F 1 RS �� v. vm_ �� '=ua'✓' %�.� u• y��Y to 'Y'.•ee �a?� ve -a��a a pv `" Rif a 1 MI. / �: 0 �-_. :,y.;•.-,,,. ;..:_ .-y�c...,_- .. .!«•._,_ .u_.ar•_.._ �i-.._.x.,—��--�..a._.an7::�x�'...'l..,._� _1,.Y;b hu;+'�r`e'�-.*_..wt.,.7,..- 6w.4 a..,�s��^;��...,� 4.a � >i�..... ;i.a ,,:-:•3; >� - �.......Y:, Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores Fl,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: 'r - Permit Type RESIDENTIAL CONSTRUCTION Bldg.Permit No. RC4-12-588 Owner ALEXANDER&EMILIE RODIER Contractor RCI DESIGN&CONSTRUCTION 1 - ? Subdivision/Project NONE Date Issued 01/1312014 ` pay Construction Type R-3 Load N/A S Footage 5100 Occupancy Square Type SINGLE FAMILY HOME Description of NEW HOUSE Applicable Work Code 2010 FLORIDA BUILDING Location Flood Zone AE-8.0 F.F.E 9 FT fa ' 1009 NE 104 ST Miami Shores FL 33138x � .v f ■■■■ na■M Building Officials Approval Ismael Naranjo, I ��. Not Transferable } POST IN A CONSPICUOUS PLACE ` _n r r 4 y 1• : 4 , as 1 {. t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 d nspection Number: INSP-204786 Permit Number: RC-4-12-588 Inspection Date: December 19,2013 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: RODIER,ALEXANDER&EMILIE Work Classification: New Job Address: 1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN&CONSTRUCTION INC Phone: (954)892-8289 Building Department Comments NEW HOUSE Infractio Passed Comments INSPECTOR COMMENTS False revision for setbacks submitted 2128/13. ok to remove stop work order permit on hold due to a change of contractor for pl ORIGINALY PAID ON 9/07/2012 BUT NOT CRFA. D TILL 12/13/2013.As Inspector Comments Passed ..0" (LU —/,I- A. s-efG,G L Gv e Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until w re-inspection fee is paid. For Inspections please call: (305)762-4949 December 19,2013 Page 1 of 1 IMHOPSURM 0 20 46 DIV Hole Is 134.87' Obstructed 20' I\F.F. aEV= 9.00' AIC cn cli Asphalt Pavement H-404 Elev= 11.86' DENOTES EXISTING ELEVATIONS Lot 15 in Block I of"EVENINGSIDE" according to the plat thereof, as recorded in Plat Book 44 Page 53 of the Public Records of Miami-Dade Count lorida, 1009 N.E 104th Street Miami Shores, F133138 CER77FY TO N.T.S. Alexandre Rodier fmille Rodier JOB No:13-12131TDATE:12104/2013 DRAWN BY:H.Y.P REVISED: -THISSURVEYDOESNOTREPLECT'OR DETERMINE OWNERSHIP. RECORD AND MEASURED UNLESS OTHERWISE STATED -LANDS SHOWN HEREIN WERENOTABSTRACTED FOR EASEMENTS THIS SURVEY WAS PREPARED rOR THE EXCLUSIVE USE OF ANDIOR RIGHT OF WA YS OF RECORD. THE ENTITY NAMED HEREON.THE ATIA CHED CERTIFICA T70N LEGAL DESCRIPTION PROVIDED BY CLIENT DOES NOT EXTEND TO ANY UNNAMED PARTIES BEARINGS IF SHOWNAREa4SED ONASSLMEDMER1Dh4NBYPLAT MS SURVEY IS INTENDED FOR TITLE INSURANCE PURPOSES NO CONSTRUCT70N OR PLANNING SHOULD BE MADE BASE ON ONLY EXCLUSIVELYFOR THIS USE BY THOSE TO WHOM IT IS UNDERGROUND ENCROACHMENTS NOT LOCATED. THIS SURVEY IS NO 7 TO BE USED FOR CONSTRUCTION,PERMITTING, F SHOWN,ELEVATIONS ARE REFERRED TO N.G.V.D 1920. DESIGN OR ANY OTHER USE WITHOUT WRITTEN CONSENT OF ORION SURVEYORS&MAPPERS,INC. THE FLOOD INSURANCE RATE MAP,DATED 9-11-2009,PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT )NJ SUP AS-BUILTSURVEY )R5 AGENCY(F.E.M.A),DELINEATES THE HEREIN DESCRIBED LAND TO BE LOCATED WITHIN: COMUNITY No:120652 PANEL No:0306 SUFFIX:L FIRM ZONE:AE BASE FLOODELEVATION:8.0' =CHAIN LINK FENCE/,--, CONCRETE BLOCK H WOOD FEN�� or WIRE FENCE STRUCTURE 16217 SN 48th TERR. ENCRO ENCROACHMENT P,R.M PERMANENT REFERENCE MONUMENT WIM WATER MMR C.B.S CONCRETE BLOCK STRUCTURE P.C.P PERMANENT CONTROL POINT F.H FIRE HYDRANT MIAMI, FLORIDA 33185. C.L.F CHA94 LINK FENCE P.1 PONT OF INTERSECTION C.13 CATCH BASIN PfkTOR Y.PINERA (305) 229-5130 — 229-0664 W.F WOOD FENCE P.0 POINT OF CURVATURE COMMENCE CONC CONCRETE IM) -MEASURED D/H =DRILLHOLE SAN SIDEWALK Regis(Ad Land Surveyor&Mapper No.5687 (P) =PLATTED U.E UTILITY EASEMENT AICEL AIR CONDMONER ofionsurveyors@_q;I0?W.com (C) =CALCULATED D.M.E DRAINAGE MAINTENANCE EASEMENT F.F FINISH FLOOR ELEVATION State of Rodda O/S OFFSET P.P POWER POLE P.03 POINT OF BEGINNING F.I.P FOUND RON PIPE O.P.L. OVERHEAD POWER LINES N.T.S NOT TO SCALE (Not Valid without the Signature and the Original NID' NAIL&DISC &D,KT ARC,DELTA,RADIUS.TANGENT B'M BENCH MARK Raised Seal of a Florida Licensed Surveyor&Mapper) Certfflcate ofAuthofizatIon LB 6774 S.I.R SET RON ROD F.I.R FOUND RON ROD E.O.W EDGE OF WATER m Miami Shores Village 11-ANNIMW 10050 N.E.2nd Avenue NE 77" Miami Shores,FL 33138-Moo L ri V Phone: (305)795-2204 Expiration: 03/05412013 N�' Project Address Parcel Number Applicant 1009 NE 104 Street 1122320290140 Miami Shores, FL 33138-2665 Block: Lot GEORGE SCHOENROCK arm an - rose Phone cell GEORGESCHOENROCK 1009 NE 104 Street 305-756-6295 MIAMI SHORES FL 33138-2655 J. Contractor(s) Phone Cell Phone RCI DESIGN&CONSTRUCTION INC (954)892-8289 Valuation: $ 176,000.00 Total Sq Feet- 5100 Approved:Yes Comments:AWAITING BUILDING DEPT REVIEW Available Inspections. Date Approved:81712012:Yes Inspection Type.- Date Denied:419/2012 Final Building Second Floor Slab Type of Construction:NEW HOUSE Occupancy:Single Family, Stories:2 : I Second Floor Tie Bond Beam �6derlor� Final PE Cerfification Front Setback: -Rear Seftiaci: Shutter Final Left Setback: jWt Setback: Tie Beam Bond Beam Bedmorns: Bathrooms: Window Door Attachment Plans Submitted:Yes c6dificat Statu Slab a:.. Certificate Date: Termite Lefler A00filoral-Inib: 18ond Raturn: Classification:Residential Framing Fees Due Insulation Floor Trusses Amount PaY Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $50000 Drywall Screw CCF Invoice# RC-4-12-43837 $105.00 Trusses Plan Submittal CQ1CC Fee $160.00 7/2012 Cheek*0709 $6,556.50 $150.00 Roof Sheathing DBPR Fee $78.75 04/0512012 Cheek#.W $150.00 $0.00 Spot Survey DCA Fee $78.75 Wall Sheathing Education Surcharge $35.00 Shutter Attachment Permit Fee $5,260.00 Footer Column Pads Plan Review Fee(Enginew) I Scanning Fee $129.00 Rake Beam Technology Fee $140.00 Window and Door Suck Roof Trusses Total: 706.50 L $6, Density Fill Cells Columns Wire Lathe Stem Wall Footer Review Mechanical Applicant Copy For Inspections, Call(305) 762-4949 or Log on at hftps:Hbldg.miamishoresvillage.comlcap/. Requests must be received by 3 pm for following day inspections. NOTICE: in addition to the requirements of this Permit there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions aPplicable to this PrOP91ty that may be found In GOVERNMENTAL ENTITIES SUCH AS the public records of this county. WATER MANAGEMENT DISTRICTS,STATE AGENCIES,OR FEDERAL AGENCIES. s � Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-181072 Permit Number: RC-4-12-588 Inspection Date: November 01,2012 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Slab Owner: RODIER,ALEXANDER& EMILIE Work Classification: New Job Address: 1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN$CONSTRUCTION INC Phone: (954)892-8289 Building Department Comments NEW HOUSE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed El CREATED AS REINSPECTION FOR INSP-171940. Failed , Correction er8'o7-lewC. r, Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 November 01,2012 Page 1 of 1 Terra Tech Consultants, Inc. ♦Em tlDmu wM C. na dents♦ftwxMcm♦GeoWft*A Testing♦impeMom•Ca6imc lar MaWrk is Teating a des+ FIELD DENSM REPORTS CIIenD Cbj Caabudton i0m112 Addrem 455 NE 1 r Ave.,Fort Lauderdale,R 33301 Girder No.: 12-MS Pruje m New House At 1009 ME 104 St,Namf,R Comer. 031 Consbruebtan Demm"m Tan Lime Ro&WO Lane And Ska Sand Location: eadl ng Slab,N.W Corner Lab* D-31089 Location: Buibding Stab,ME Comer Lab# D-31M Loca tim: f Ailing Slab,East Center Lab# D-31091 Locatlom Bufiding Slab,S.E Corner Lab# D-31092 Dorf'; BulkOng gab,S.W Caner Lab# D-31093 Tot Ami s of Redd Dentdt10 ASTM mmdcd:D-2922-81 Desalption of Test Arm I Buld nq Slab DenOties For New Hmw At 1009 NX 104 St,Miami,R Lab No. ' D-31089 D-31090 D-31091 D-31092 0-31093 Test No. 11 12 13 14 15 Depth in inches 12" 12" 12" 12" 12" Field Dens' lbs/Cft. 132.4 134.0 131.8 131.8 132.0 Mositure Contents % 7.0 6.8 7.0 7.2 7.3 Maximum Derma % ( in the field) 98.8 100.0 98.2 98.4 98.5 Reg. Compaction bV Jpb specs 98% 98% 98% 98°Y0 9a°la 100 % Max. Dens Proctor 134.0 134.0 134.0 134.0 134.0 Proctor No. P-2285 P-2285 P-2285 P-2285 P-2285 Op*mm fftb :te% 17.3 Remarks I AU The Above Tests Comply mm 3m smftavons Chedted Rv I 1LE.DS. ; Repwt By I AJL ROSpeeffidly Submitted BY, Terra Twit Consvildtaytk Tim iR;afdO,t� Srad_a,P.�.. FLORIDA REGISTRATION No.UM s� M As a nnduat Prated to diet:o,ttte pubilc and ourselves,al reports are summed as the cWdWMW prOWW OF dtats,and WMakOm far Pufii>Om of 3 wwte�coml nkm or extracts Bran cr rogwav our report is mserved pending our w men approval Z -d S66S—Z6Z—S06 WHOb :Z ZIOZ 16 '400 Edgar Munoz, P.E. Florida Lic. #50051 6623 NW 173 Lane Miami FI 33015 Tel 305-219-9791 FIELD INSPECTION LOG CITY: --'�tl 1Z PERMIT# JOB ADDRESS: i o U 9 N C- ► C7 4 ST- ' DATE j2�'II°Z INSPECTION TYPE '1 �'� COMMENTS 0h� Val APPROVAL SIGNATURE o DATE i ® 3a / �- INSPECTION TYPE COMMENTS 0 C C r-d;yyC To ��l �'-Cl�i�(/�►�� APPROVAL SIGNATURE_ Z DATE INSPECTION TYPE COMMENTS APPROVAL SIGNATURE DATE INSPECTION TYPE COMMENTS APPROVAL SIGNATURE DATE INSPECTION TYPE COMMENTS APPROVAL SIGNATURE DATE INSPECTION TYPE COMMENTS APPROVAL SIGNATURE PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE(FBC) 104.2.6 AS PER 104.2.6-IF SOIL CHEMICAL BARRIER METHQD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL.. DATE OF TREATMENT: a TIME OF TREATMENT: IN APPLICATOR: OUT BuiLDER NAME: - TREATMENT ADDRESS: JOB A LOT: BLOCK: UNIT: SPRAY&TAMP SPRAY ONL SPRAY# IDEIVTIAI, COMMERCIAL A)PM* ON CHEMICAL e % GALLONS MONOLITHIC S/F STEMWALL SF L/F L/F STAGE OF TREATMENT(HORIZONTAL,VERTICAL,ADJOINING SLAB, RETREAT OF DISTURBED AREA PERIMETER TREATMENT CHEMICAL: % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR. L1F 300 kSTATE RO AD 7 PLANTATION,FLORIDA 33317 954-584-8588 1-800-749-8588 FAx:954-584.6117 T 1 • � U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMBtJo. tssocoos Federal ER,ey Mint Ayers, 233310 Expires tvlgrch 31.2012 NOW"Flood Insurance P Important: Read the instructions on pages 1-9. • * SECTION A-PROPERTY INFORMATION At. Bulking Owner's Name fir , .Ems.` t(Ii"S�"gtreet �•and/or Bldg.No.)or P.O.Route and Box No Mi Prop miyShores Florida 3 31418 Lot 15 . B1or�k 1,EVENINGSIDEE,PB.44, PG "140-1ami-Dade County, Florida. M. Buildiung Use(e g..Residential Non-Resldent�l.Aa�uon.q G _Re iden t i a 1 A& LatttudWL*Vrtude:LaL 2-6 iS 2 115.3'N L 8 U'° ��`�3/ �9• Horizontal Oadrn Q NAD 9927 ®NAQ19B3__ - -- _ 2 phobgrephs of the building N the CatiGeate is being used to obtain Good Insurance. A7. Bulldtng Diagram Number.1.B__ A8. For a bWkin9 vdh a crawbpace or enclosure(s): - - A9. For a building with an attached garage: b) crawtapece or enclosures) sq rt a) Square rootage of attached garage -0- sq R food qxmings in One °°or -0- b) No.of permanent flood open fts In the a garage en doarme(s)wihn 1.0 root above agoow t trade within 1.0 root above ttad�d Q Total net area of Good openings in A8.b sq in C) Total net area at food openings to AGb --U'-- aq In d) Erowwred flood openings? Q Yes ®No d) Engineered flood openings? Q Yes 0 tdo SECTION 8-FLOM iNSUItArte:E RATE MAP FIRM INFORMATION Min nip h rtres 1 ONumber B2 tyNMa eami-Dade I Florida ' IN.MoM31onel Number Bb. B8.FIRM 87.FIRM Panel Be.now W.Base Flood s) Dale EfrecttveRtevised Date Zorne(s) AO.use base Good depth) 12086003( 6 L 9-11-09 9-11-09 AE 1 +8.00 NGVD B10. Indicate the source ar tine Base Flood Elevation OWO data or base Good depth entered In Ftam 89. O RS R*ft ®FIRM Communtty Determined Q 00"(Dascrlbe) 811. Ihdiateetevation datum used nor WE in item 89:®NGVD 1929 OM XD 19tia QOther(DesgWe) 812 Is the building located in a Coastal Banter Resources System(Cie)area o,LQtherwise Protected Area(OPA)? Q Yes ®No CBRS LJ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building dwallons are based on- 'A new Elevation Certificate will be reOquired�oo�n of the b Building B ARD CZ Elevations-Zones Al-130.AE.AH.A(with BFE).VE.V1430.V(with BFE).AR.ARM.AR/AE,AR/A1-A30.AR/AH.ARtAO. Complete items C2.a-h below acmlig to the btdk*w diagram specified in item A7. Use tine same datum as the BFE. Banchrna*tnrized B-26-RA Miami-naaE p n y-L- Vehrdcal Rcca rnn DaturmC_he I�I*�G.V.D. 1929 am measursrrnerd used a) Top dbottorm Goon(kx*x"basoment crowfspace.or enclosure floor) N:A ❑�t 8 meters(Puerb Rico ordy) b) Top dare ne)d htg w Door N —[]feet motors(Puerto Rico onhy) e) Bottom of the lowest horizontal structural member(V Zones only) -�-r•�rest Q meters(Puerto Rion onW d) Attecl ed garage(top or slab) _3:at_J feet Q maters(Puerto Rio only) e) Lowest elevation of machinery or equi wmg servicing the building N,A r1 feet ❑meters(Puerto R<co oily) (Descdbe type or 8WOnert and location in Comments) t) Lowest adjacent(finished)grade next to buNcNng(LAG) 6. 5 teat milers(Puerto RICO~ h) Lowest adjacent grade at lowest elevation a deck or stales,including u.�f]reel meters(Puerto Rion onhy) structural support SECTION D-SURVEYOR.ENGINEER,OR ARCHITECT CERTIFICATION This certification Is b be signed and seated by a land surveyor,ahgineer.or ardhrtect authorized by lave,to cerftry elevation bA mnation. t Bantry VW the kzkmu w on this CWWkG18 represents my best~a to dr►terpret the data ava8ebta Iwade+5hvW9 tmhytaRsestatementmaybepw*ha&bbyAheorkgwft wrnoNunder18U.SCode.Sedlonf001. IN Check here N comments are provided on bade of form. were latitude and longltude In Section A awMed by a PLACE tiomsed land surveyor? I Yes U No SEAL Mt-TRO F. FAJARDO #4 Nu^u HERE TWO PROFESSIONAL SUDIYEYOR rKP ER LANNES AND GARCIA, INC. Address City State ZIP Code 38-S AT, TRCTaE, SUITE lephexhe 33134 Signature =f 10-12-2012 uin lifig 9 Date Te FEMA Form 81-31,Mar 09 See reverse side for continuation. Replaces all previous editieons IMPORRTANT. In thetsee spaces,copy the corresponding corresponding information from Section A. IMu y re.E U�4 a s ..Unk t te.—V-Bids.No.)or P.O.Route and Box No. .ami .Sho.res, Florida 33138 "PCode SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of Of Elevation Certificate for(1)community official.(2)Insurance agent/company,and(3)bufdkg owner. Com"e"ts *FORK BOARD SURVEY WAS COMPLETED ON 10-12-20121 TOP OF FOOTING ELEVATjION= 5.0 0, TOP;-OF FORM BOARD ELEVATION= 7.75 AND 9 .00 D WINy Signature Date SECTI E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO end A(wWxK4 8FE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A.B, acrd C. For Items E1-E4.use natural grade.9 available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation Information for the following and kdkeck the appropriate boxes to stow whether the elevation Is above or below the highest adjacerf grade(HAG)and the lowest akyecent grade(LAG). a)Top of bottom floor(Including basement,crvwispace,or enclosure)is _ Meet meters Qatiove or below the HAG. b)Top d bottom floor(including basement,crawlspace,or enclosure)is Meet Ometers or [lbelove the LAG_ E2. For gkAldtng Diagrams R 9 with permarneruf fMvxf trpeokgs provided In Sectlr�11 Items 8 V=Vhr 9(see ages&9 of Insnrctiors).the ruext higt►ar floor (elevation C2.b in the diagrams)of the building is _❑feet LJ meters LJ above or L_J below the HAG. E3. Attached Wage(lop of slab)is O feet O meters O above or O below the HAG. E4. Top of platform of machirnery anif/or egkrlpment servicing Um txrtld v is _O feet O meters O above or O 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 commurnitys floodplain management ordkummT O yes O No O unknown. The local dom must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owners authorized representative who completes Sections A.B.and E for Zone A(without a FEMA-fissured or communtly4mued W:p' or Zone AO must sign here. The statements h Sedions A,Q and E we corned to Me best of myknowledg g. Properly Owners or Owner's Authorized Representative a Name Address City State ZIP Conde Signature Date Telephone Comments O Check taste i< SECTION G-COMMUNITY INFORMATION(OPTIONAL) The kcal ofQdaiwho is authorized by law or ordinance to administer the communitys floodplain management ordinarnce can amnplelo Sections A.B.C(or E7, and G of this Elevation Certificate. Complete the applicable iletn(s)and sign below. Check the measurement used in Items G8 arid G9. G1.[] The kbrmatlon In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engirlear,or arthilet3 who Is auftized by law to certify elevation in formation. (indicate the source and date of the elevation data in the Comments area below.) G2.❑ A c onwp Wty official completed Section E for a buibfng located In Zone A(without a FEM/44ssued or corrnmunkydssued 8FE)or Zone AO. G3.O The fdowirg Information(Items(34-M)is provided for comrmx*y doodpkdn management purposes. G4.Permit Number G5. We Perm Issued G8. Date Certificate Of Issued _Tfiispermithasbaerrissaedfior ON C I _ �9ubstanHatfm rent - GS. Elevation das4xM lowest floor(Including basement)or ow building O feet O meters(PR) Datum G9. BFE or(in lone AO)depth of flooding at the building site O feet O meters(PR) Datum GI 0.Comnxrdtys design flood elevation O feet O meters(PR) DaWm Local Oflicars Name Title Community N.-M Telephone Signature late Comments O Check here if&#&a 0 FENiA Form 81-31.Mar 09 Replaces all previous editions Village Miami hores Building Department � � 10050 N.E.2nd Avenue �y� Miami Shores, Florida 33138 Tel: (305) 795.2204 IORID� Fax: (305) 756.8972 October 16, 2012 Permit No: RC12-588 Building Critique 1) Provide a revised drainage plan showing the ne foundation elevation. Revise detail showing monolithic foundation. Norman Bruhn CBO 305-762-4859 Zoning Critique 1) NONE AT THIS TIME Plumbing Critique— Rafael Hernandez 1) NONE AT THIS TIME Electrical Critique— Michael Devaney 1) NONE Mechanical Critique—Jan Pierre Perez 1) NONE 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. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)796-2204 Fax: (305)766-8972 Inspection Number: INSP-192860 Permit Number: RC-4-12-588 Scheduled Inspection Date: June 06,2013 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Foundation II Owner: RODIER,ALEXANDER&EMILIE Work Classification: New Job Address:1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN&CONSTRUCTION INC Phone: (954)892-8289 Building Department Comments NEW HOUSE Infractio Passed Comments INSPECTOR COMMENTS False revision for setbacks submitted 2/28/13. ok to remove stop work order Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-190803. CREATED AS REINSPECTION FOR INSP-182726. CREATED AS REINSPECTION FOR INSP-182645. CREATED AS REINSPECTION FOR INSP-182380. CALL BACK. JR Failed ❑ DETTACHED STRUCTURE Provide soil compaction test for out building signed and sealed. NB COPreCt10I'1 ❑ Needed BY CHUNI Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. June 06,2013 For Inspections please call: (305)762-4949 Page 35 of 38 Edgar Munoz, P.E. Florida Lic. #50051 6623 NW 173 Lane Miami FI 33015 Tel 305-219-9791 FIELD INSPECTION LOG CITY: 1 A M I S�+©e-C-S PERMIT# R C-4— I Z- S R Y JOB ADDRESS: 16061 l-4 C 1041s+ 0 1.11 14 rn o re S DATE 1 ® f 3 2b/2. INSPECTION TYPE rOT i r)d Q� �10uSe COMMENTS erinIte 0 &-I)t Est V r APPROVAL SIGNATURE / DATE I'D 1 +® I r a®I Z INSPECTION TYPE S7efn iVa l/ COMMENTS C9 APPROVAL SIGNATURE DATE t / 2 0 1 2 INSPECTION TYPE �I!� 6 -- COMMENTSiC�rini�e I/�ct�y+'1��111 �Ar►S/�y ►Ce.Oed, p o�t-a/� APPROVAL SIGNATURE i rebe�r✓► 4n� -fredOcOns DATE 1117-01-2012 INSPECTION TYPE COMMENTS APPROVAL SIGNATURE °' DATE INSPECTION TYPE COMMENTS APPROVAL SIGNATURE DATE INSPECTION TYPE COMMENTS APPROVAL SIGNATURE , Edgar Munoz, P.E. Florida Lic. #50051 6623 NW 173 Lane Miami FI 33015 Tel 305-219-9791 rrnn FIELD INSPECTION LOG CITY: � )'qvn l �P` ®Ae� PERMIT# C JOB ADDRESS: o O qt-�C- 104 S T- " 1b. 'p-4c cf ©-ytGe DATE 11 11•] ZOO- INSPECTION TYPE F-0 Lt n<A- a TI o A COMMENTS Co act �n �► �� 0 �L APPROVAL SIGNATURE DATE 1 0)?-0 r INSPECTION TYPE S a Iv COMMENTS en%he. APPROVAL SIGNATURE 1 DATE INSPECTION TYPE COMMENTS APPROVAL SIGNATURE DATE INSPECTION TYPE COMMENTS APPROVAL SIGNATURE DATE INSPECTION TYPE COMMENTS APPROVAL SIGNATURE DATE INSPECTION TYPE COMMENTS APPROVAL SIGNATURE Inspection Worksheet • Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-182645 Permit Number: RC-4-12-588 Scheduled Inspection Date: December 10,2012 Permit Type: Residential Construction Inspector: Bruhn, Norman Inspection Type: Foundation Owner: RODIER,ALEXANDER&EMILIE Work Classification: New Job Address:1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN&CONSTRUCTION INC Phone: (954)892-8289 Building Department Comments NEW HOUSE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-182380. CALL BACK. JR DETTACHED STRUCTURE Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 07,20112 For Inspections please call: (305)762-4949 Page 39 of 41 r E EDGAR MUNOZ,P.E. CONSULTING ENGINEER 6623 NW 173 LN MIAMI,FLORIDA 33015 November 14,2012 Miami Shores Village Building Department Miami Shores,Florida SEAWALL PILE CAP CONNECTION DETACH OFFICE 1009 NE 104 STREET,MIAMI SHORES Dear Sir: Due to field conditions as shown in the attached sheet and to better complete the construction work, we decided to connect the pile caps to the office footers with 2#5 rebars embedded 6 inches with epoxy into pile caps and bent 90 degrees extended 36 inches. We evaluated this and approved this method of anchorage. Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, dgar M �P. 0 orida,Lie.No 50051 t. r I lA 6'°4C4NC.d SL°AB WITH .6•7X6" W .4XW1 .4 V ,W.F. O . d. DETACHED OFFICE © J, <5 684 S.F. ' © 221-67 , ° d DETACHED STRUCTURE ° a REAR SETBACK FFICE FOOTING SEA WALL PILE CAP INTRUDING INTO \ OFFICE FOOTING 12 INCHES' 4 ° XISTING SEAWALL Terra Teck Consultants, Inc. ♦Environmental Consultants ♦ Foundations♦ Geotechnical Testing ♦ Inspections♦ Construction Materials Testing ♦ Structures FIELD DENSITY REPORTS Client: Cbj Construction Date: 09/23/12 Address: 455 NE 17"'Ave., Fort Lauderdale,Fl 33301 Order No.: 12-2235 Project: New House At 1009 ME 104 St.,Miami,FI Contractor: CBJ Construction Description: Beige Ume Rock with Lime And Silica Sand Location: Footings,South Center(1"Uft) Lab# D-30851 Location: Footings,East Center(1st lift) Lab# D-30852 Location: Footings,S.E Corner(1st Uft) Lab# D-30853 Location: Footings,West Center(1st Uft) Lab# D-30854 Location: Footings,Center Of Property(1st Uft) Lab# D-30855 Test Results of Field Densities ASTM method: D-2922-81 Description of Test Area 1 1"Uft Footing Densities For New House At 1009 N.E 104 St.,Miami,H Lab No. D-30851 D-30852 D-30853 D-30854 D-30855 Test No. 1 2 3 4 5 Depth in inches 6" 6" 6" 6" 6" Field Density (lbs/Cft.) 116.4 115.9 116.7 117.0 116.8 Mositure Contents % 6.8 7.4 7.9 6.7 7.2 Maximum Densi % in the field 98.7 98.3 99.0 99.2 99.1 Reg. Compaction by ob specs 98% 98% 98% 98% 98% 100 % Max. Density Proctor 117.9 117.9 117.9 117.9 117.9 Proctor No. P-2265 P-2265 P-2265 P-2265 P-2265 Optimum Moisture oJo 7.9 Remarks All The Above Tests Comply With Job Specifications Checked By R.E.D.S. I Report By I A.M. Respectfully Submitted BY, Terra Tech Consultants, Inc. Rafael E.Dr -Seda,P.E. FLORIDA REGISTRATION No. 39228 - f�` Date: As a mutual protection to clients,the public and ourselves,all reports s are submitted as the confidential pr o perty of clients,and authorization for publication of 1 statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. Terra Tech, Consultants, Inc. ♦Environmental Consultants a Foundations a Geotechnical Testing a Inspections a Construction Materials Testing♦Structures e FIELD DENSITY REPORTS Client: Cbj Construction Date: 09/24/12 Address: 455 NE 111 Ave.,Fort Lauderdale,F133301 Order No.: 12-2235 Project: New House At 1009 N.E 104 St.,Miami,FI Contractor: CBI Construction Description: Beige Ume Rode with Ume And Silica Sand Location: Footings,South Center(2nd Lift) Lab# D-30867 Location: Footings,East Center(2'd Lift) Lab# D-30868 Location: Footings,S.E Comer(2nd Uft) Lab# D-30869 Location: Footings,West Center(2'a Lift) Lab# D-30870 Location: Footings,Center Of Property(2nd Uft) Lab# D-30871 Test Results of Field Densities ASTM method: D-2922-81 Description of Test Area I 2nd Lift Footing Densities For New House At 1009 ME 104 St, Miami,H Lab No. D-30867 D-30868 0-30869 D-30870 D-30871 Test No. 6 7 8 9 10 Depth in inches 6" 6" 6" - 6'0 6" Field Density (lbs/Cft.) 117.0 117.3 116.9 117.8 117.2 Mositure Contents % 7.4 7.8 7.5 6.5 7.3 Maximum Density % ( in the field) 99.2 99.5 99.2 99.9 99.4 Req. Compaction by job specs 98% 98% 98% 98% 98% 100 % Max. Density Proctor 117.9 117.9 117.9 117.9 117.9 Proctor No. P-2265 P-2265 P-2265 P-2265 P-2265 Optimum Moisture% 17.9 Remarks I All The Above Tests Comply With Job Specifications I Checked Bv R.E.D.S. Report By I A.M. Respectfully Submitted BY, Terra Tech Consultants,Inc. • Rafael E Dro -Selo,P.E. FLORIDA REGISTRATION No.39228 ; D I 2 Date: As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential properly of clients,and authorization for publication of 2 statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 AS PER 104.2.6-IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: J TIME OF TREATMENT: IN ,/ APPLICATORS : OUT1 � BUILDER DAME • C-O&b-T TREATMENT ADDRESS: 0 53 JOB A LOT: BLOCK: UNIT: SPRAY & TAMP PRAY ONLY PRAY# ESIDENTIAL COMMERCIAL ADDITION CHEMICAL! ��b ti 1 &S % -�- GALLONS MONOLITHIC S/F STEMWALL SF !10 O L/F L/F �•b STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA 1 PERIMETER TREATMENT CHEMI�AL f % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: \ L/F 300 ATE ROAD 7 PLANTATION,FLORIDA 3 3 Z71� 954-584-8588 1-800-749-8588 FAX: 954-584-6117 PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 DATE OF TREATMENT: TIME OF TREATMENT: IN APPLICATOR: OUT BUILDER NAME: TREATMENT ADDRESS: ' JOB #: LOT: BLOCK: UNIT: SPRAY & TAMP SPRAY ONLY SPRAY # RESIDENTIAL COMMERCIAL ADDITION CHEMICAL: % GALLONS MONOLITHIC S/F STEMWALL SF L/F L/F PERIMETER TREATMENT CHEMICAL: % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F 300 S.STATE ROAD 7 PLANTATION,FLORIDA 33317 954-584-8588 1-800-749-8588 Fix. 954-584-6117 a'` Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-181110 Permit Number: RC-4-12-588 Inspection Date: November 01,2012 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Spot Survey Owner: RODIER,ALEXANDER&EMILIE Work Classification: New Job Address:1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN&CONSTRUCTION INC Phone: (954)892-8289 Building Department Comments NEW HOUSE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed El Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 November 01,2012 Page 1 of 1 LOCATION SKETCH FORMBOARD NOT TO SCALE B/SCAMECANAL __--- ------ L /MPROI/EMENTS NOT SHOWN NOV g e 12012 r, -rev. 1 'gyp S89°4644 E(" 133.61(A1} I V V TRUE CORNER r+� FND. GRILL S89°5842`E(R) 134.87'(R) IN WATER « - •. , _1 1 S89°57`15 E(C) 134.57(C) PLAT LIMITS - � .� I '�,�, �-� .- ,,F�.• ` --t�,.t`�� !,k'"_-L--'_ Ili HOLE « « --P6E :a+l'� ST,:E•Ef �` 4 n a s s 7 O e t a s 0 � FND. GRILL HOLE 0.47' a o/S SOU7F/ 1 ar- ''9a: �• FOOT ING ELEVATION=5.00 —----" FORM BOARD ELEVATION=9.00 a�1' �o 'o_ � � °', �� a°� A 9 N 5 LEGAL DESCRIPTION: aao2`r�-pG� ya , n A J LOT 15,BLOCK 1, "EVENINGSIDE,ACCORDING TO THE PLAT THEREOF,AS • ' RECORDED IN PLAT BOOK 44,PAGE 53, OF THE PUBLIC RECORDS OF w�� 21101 �o % mu ia03 LOT/4 `C BLOCK I r/J _° MIAMI-DADE COUNTY,FLORIDA. f,002' SURVEYOR'S NOTES: 4 NOT VAUD UNLESS SIGNATURE 1S EMBOSSED WITH THE REGISTERED LAND SURVEYOR'S SEAL. 2)LEGAL DESCRIPTION PROVIDED BY OTHERS. PLAT qb� o o'�' I - 3)PROPERTIES SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED LIMITS ,ig` �� °'•.°:a ENCUMBRANCES NOT SHOWN ON THE PROPERTY PLAT OF RECORD. 9� C1(CJ C1(RJ C1(Ml 4)MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. R=35.00 R=35.00' R=35.00' 5)UNDERGROUND UTILITIES,FOUNDATIONS,OR OTHER IMPROVEMENTS,IF ANY,WERE NOT a_ L=27.85' L=27.85' L°27.66' LOCATED. T=14.71' T=14.71' T=14.60' 6)ELEVATIONS,IF SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929. A=45*35 49' A=45°3577' A-45°1625' 7)FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED. CH=27.1r CHB-S22• CffB=S24` e•L�c+ 8)MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE CHB=S22°4975'W CHB�S22°48'18'W CHB=S21°5671'W �'�'' ,�• ,� h 9)WALL MEASUREMENTS ARE TO/FROM FACE OF WALL 10)DRAWING DISTANCE BETWEEN WALLS ANDlOR FENCES AND PROPERTY LINES MAY QT 2� EXAGGERATED FOR CLARITY. h / 11)FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGEVCYMANAGEMENT AGENCY FLOOD INFORMATION RATE MAPS 12)BEARINGS IFANY SHOWNARE BASED ONASSUMED MERIDIANAT.•CENTERLINE NE 104th STREET= C IMPROVEMENTS NOT SHOWN w EAST PROPERTY LEGEND F.H. FIREHIDRANT PSM PROFESSIONALSURVEYORANDMAPPER W.V. Wi47ERVALVE V LINE EXTENDED L ARCLE•NG7H LC.V. IRRIGATIONCONTROL VALVE PL PROPERTYLINE W.U.P.WOOD UT/LITYPOLE F. R. 112' RADIUS PO/NT OFLOTZ. FAD. A/C AIRCOND1170NER I.P. IRON PIPE P.O.B. POINTOFBEGINNING (L) LEGAL FND NAIL NO/D. NAIL NO/D. AVE. AVENUE FPL FLORIDA POWER&LIGHT P.O.C.POINT OFCOMMENCEMENT (M) MEASURED NOlD LIi BLVD. BOULEVARD F.I.P. FOUND IRON PIPE ARC. POINTOFREVERSECURVATURE (R) RECORD o---'rE V—.* BM BENCHMARK F.I.R. FOUND IRON ROD ARM.PERMANENTREFERENCEMONUMENT SYMBOLS •s90°oo0o"W(C)•4374'(C) � t NORTHEAST 104th STREET C.B. CATCHBASIN FND FOUND PT POINTOFTANGENCY xt sa CONCRETE F.I.R. //2° S90°0040'W(R) 43.74(8) ` CBS CONCRETEBLOCKSTRUCTURE L.P. LIGHTPOLE R RADIUS OVERHEADUTJUTYLINES NO ID 2.26' S90-0000-W(Aq 43.20(" 1 TOTAL R/W WIDTH VARIES CH8 CHORD BEARING LB LICENSED BUSINESS RE. PJMELEVA770M WIRE FENCE O/S SOUTH \ CUL DE SAC CH CHORD DISTANCE LS LAND SURVEYOR RAN RIGHT-OF--WAY WOOD FENCE CDR CORNER NGVD NATIONAL GEODE77C VERICAL DATUM SAN. SANITARY —0—PROPERTYCORNER LOT 12 CT COURT NO1D.NOTIDENTIF/ABLE S.I.P. SETIRONPIPE mow- WATERFLOW \ q CENTERLINE NO NUMBER S.LR SETWONROD 960 EVS77NGGRADEELEVATION BLOCK 2 CL CLEAR NTS NOTTOSCALE ST. STREET PROPOSED GRADEELEVA77ON *SURVEYOR'S CONCRETE O.RB OFFICIAL RECORD BOOK T TANGENT H WATER VALVE SURVEYORS NOTE. C.O. CLEANOUT ON/PL ONPROPERTYLINE T.B.M TEMPORARYBENCHMARK SIGN E.B. ELECTRIC BOX O.U.L OVE7?HE4DUT7LITYLINES TEL TELEPHONE DRA/NAGEMANHOLE SURVEY LAYOUTAND SURVEY WORK BASED UPON BOUNDARY SURVEY ELEV. ELEVATION P.C. POINTOFCURVATURE CATV CABLETELEVISIONBOX SWMARYMANHOLE ENCR ENCROACHMENT P.C.C.POINT OF COMPOUND CURVE TYA TMCAL RREHYDRANT PERFORMED BYATLANTIC COAST SURVEYING,INC,DATED 05-30-2012. E P, ELEVAT/ONREFERENCEPOINT P.C.P. PERUML-WrCONTROL POINT U.E. U77LRYEASEMENT # UGHTINGFATURE F.F. F/N/SHFLOOR PLS PROFESSIONAL LAND SURVEYOR W.M. W4 TER METER t7 FIREDEPARMENTCONNEC770N FLOOD ZONE:AE SPECIFIC PURPOSE SURVEY MAP&PANEL= 12086CO306 IHEREerCERnFYT1YArTH ISDESGiIPnoNAND PROFESSIONAL SURVEYING AND MAPPING j SKETCH CONFORMS THE MINIMUM TECHNICAL LANNES & GARCIA INC. COMMUNITY No.: 120652 STANDARDS LAND SURVEYING IN THE STATE of SUFFIX. L 1009 NORTHEAST 104th STREET FLORIDA,AS OUTLINED IN RULES 5J-17,(FLORIDA i ADMINISTRATIVE CODE),AS ADOPTED BY THE LB#2098 DATE OF FIRM. 9-11-09 MIAMI SHORES, FLORIDA 33138 DEPARTMENT OFAGRICULTURE AND CONSUMER s BASE ELEV.= +8.00 NGVD 1929 NOT VAUD WITHOUT THE SIGNATURE AND THE SERVICES,BOARD OF PROFESSIONAL SURVEYORS s FRANCISCO F. FAJARDO PSM#4767(QUALIFIER) AND MAPPERS IN SEPTEMBER,1981,AS AMENDED es 385 ALHAMBRA CIRCLE-SUITE C, ORIGINAL RAISED SEAL OF FLORIDA LICENSED Sn BM=8-26-RA ELEV. = 17.23 MIAMI-DADS COU PURSUANT TO CHAPTER 472.027OFTHEFLORIDA SURVEYOR AND MAPPER STATUTES,AND IS TRUE AND CORRECT TO THE BEST OFMYKNOWLEDGEANDBELIEF CORAL GABLES, FLORIDA 33134 � PH(305) 666-7909 FAX(305)559-3002 f FRANCISCO F.FAJARDO#47 FLORIDA PROFESSIONAL SURVEYOR AND MAPPER REG.ND.4767. IELD DATE:10-12-2012 SCALE:1"=30` 1 DRAWN BY.•M.PIO I DWG.No.:233310 ` Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-182380 Permit Number: RC-4-12-588 Scheduled Inspection Date: December 04,2012 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Foundation Owner: RODIER,ALEXANDER&EMILIE Work Classification: New Job Address:1009 NE 104 Street Miami Shores, FL 33138-2655 Phone Number 305-756-6295 Parcel Number 1122320290140 Project: <NONE> Contractor: RCI DESIGN $CONSTRUCTION INC Phone: (954)892-8289 Building Department Comments NEW HOUSE Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed El Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 03,2012 For Inspections please call: (305)762-4949 Page 30 of 33 r PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT S REQUIRED BY FLORIDA BUILDING CODE(FBC) 104.2.6 DATE OF TREATMENT: TIME OF TREATMENT: IN APPLICATOR: OUT BUILDER NAME: TREATMENT ADDRESS• JOB #: LOT: BLOCK: UNIT: SPRAY&TAMP SP Y O SPRAY# SIDENTI COMMERCIAL ADDITION CHEMICAL: O S % GALLONS MONOLITHIC ® � S/F STEMWALL SF L/F L/F PERIMETER TREATMENT CHEMICAL: % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F f 300 S.STATE ROAD 7 PLANTATION,FLoRmA 33317 954-584-8588 1-800-749-8588 FAx:954-584.6117 Miami Shores Village .... urnM �-� � Building epartment �j �050 N.E.2nd Avenue OR> Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: DATE: 6 I, 1&Z—r1&4'c1 1?4,s ZF}t�tat/ • Contractor • Owner •Architect (6� ' f > Picked s-ets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And/or get 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 CLER K INITIAL: RESUBMITTED DATE: I Pd V PERMIT CLERK INITIAL: long Miami shores Village Building Department �OR1Dp' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: DATE: Contractor • Owner •Architect Picked u 2 sets of plans and p a d(other)_ tLL � Address:-/ 0 0 Al/ / ® , ,e 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 De p n ermitting proc s. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: OR Bk 28263 Ps 44601 Qps) RECORDED 04/10/2012 12824:01 NOTICE OF COMMENCEMENT HARVEY RUVINr CLERK OF COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION MIAMI-DADE COUNTY t FLORIDA LAST PAGE PERMIT NO. XCL11 AX FOLIO NO."22,3Z4 ZCFO/L/40 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. Space above reserved for use of recording office 1.Legal description of property and street/address: 14 4AFST_ .970o.�o►io +E3 F 3 3►3 2.Description of Improvement: 3.Owner(s)name and address: .✓ ��1s y©i Interest In property: Name and address of fee simple titleholder. G ��° 4:Contractor's name,address d phone number. A K a a VE� 5.Surety.(Payment bond required by owner from contractor,If any) qqo Name,address and phone number. A//l0 �� Amount of bond$ B.Lender's name and addre s 7.Persons within the State of Florida designs ed by Owner upon whom notices or other documents may be served as provided by Section 713.13(lHa)7.;Florida Statutes, ' Name,address and phone number. 8.In addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided In Section aL o 713.13(1)(b),Florida Statutes. Name,address and phone number. 9.Expiration date of this Notice of Commencement: WNW 2'G o (the explraUon date is 1 year from the date of recording unless a dlHerent date is speoHfed) is 8 NNI WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED ; °J IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR 2 4— IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE CO FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK 1 U OR RECORDING YOUR NOTICE OF COMMENCEMENT. y Signature(s)of Owners)o )'Authorized Officer/Director/Partner/Manager � Prepared By Prepared By . . Print Na 6Ataa Print Name d Ir Z. °r6 T— I Title/Office eb�ru ,-02. Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing Instrument was acknowledged before me this_ day of /PAP T/7-,Z2 l Z By gFjndividuaily,or Ll as for IA!Personally(mown,or❑produced the following type of Identific atio • .p Wfimddi Signature of Notary Public: a Print Name: zuij (SEAL) ;°ig• o�, °j an+�� WWW.AARONNO.TARKcom VERIFICATION PURSUANT TO SECTION 9Z626,FLORIDA STATUTES Under penalties of perjury,I declare that I have read the foregoing and that the facts stated In it are true,to the best of my knowledge and belief. Signatures)of Owners ners)'s Authorized Offlcer/Director/Parbw/Manager who signed above: By By s sno 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 BY' Lk B ILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING OWNER:Name(Fee Simple Titleholder): Air /p0/�AdAlf Phone#: 'T Jr e-V 4?25- Address: 1,00!f/yO, j© 15;�,r W1W,,W1 .d 4 tt tt4tA)yV, Coo, City: W/.9i1J'/ �f b�1�3 state: �G Zip: A�J�2 Tenant/Lessee Name: N Phone#: Email: O �© JOB ADDRESS:./oo f Nf— /O f 4C!57 City:. Miami Shores County: Miami Dade Zip: S' ( 3 Folio/Parcel#: Is the Building Historically Designated:Yes NO ✓ Flood Zone: CONTRACTOR:Company Name: NS -*2 . tPhone#: f S!—STA$2�a Address: ✓ °v City: A/. /jJ/11 W1 State: Zip: 15 Qualifier Name: A&M01 / ZA P i / Phone#: S�,/—g9Z�Z89' State Certification or Registration#: CC-1�-/'T/S/7/0 Certificate of Competency#: vv Contact Phone#: QSY 2.$ Z& Email Address: �Afw/�i¢/�2A11�'!� DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 2�zwtl °n Square/Linear Footage of Work: Type of Work: DAddition DAlteration XNew ORepair/Replace ODemolition Description of Work: 1y0 CJSd. - ��Qu��x��x��xx��x��x��x�x�:�� Submittal Fee$ 'So^ Permit Fee$� v�'CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 1 ' R Bonding Company's Name(if applicable) A/M Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Al/1+ 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 approved and a reinspection fee will be charged. Signature Signature /e G/ Owner or Agent Contrac r T oregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of g4e G,E?__204L ,by Of4o.9 ti!VA I�� day of ,20�;by, ` � who is rsonally kno me or who has produced T s personally know o me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY,PUBLI • Vicky Santos COMMISSION#EE 109689 Sign: 4E�= . ign• EXPIRES: SEP18,2015 TAR.can Print:,dw.,4 Print: V pn,p °O°�M64''O� Ana Elizabeth Raiszadeh My Commission Expires: ;�`' ,Y?Geo Ana Elizabeth Raiszadeh My Commissio Expires: v ��'COMMiaSION#DD$95323 r; `y ''h'Ai; IC^;#uD895323 AEXPIRES: SEP,22,2013 �''�tl;►�'°° yWWAARONNOTAR%. � °FF;:�°` N AARONNOTARY.00m APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) .� v:3<a -�t v �" t �, rg �,F�r�' S 3a .,r°" �a .� "axe° ,.,.,a-> � ,k.,. _e �w �`'f arx 3 L "£'�� "j;��*, .=i,'�➢° , �` ti,,..y..,.,g., �,.Y,- L- r a�...- b-.._:? t`r'*�� - r, �.•� �!.'s� -r ;�-�F ,o $l -r �� {mil � ',~�"'s• �`� ��` � � 4�� ( i =e ��{ �� i� ��t`� a�.� �'4�°r' e� -�rr "+`t �zy�,r x3� y' j.� +J� ,, ..'�' 3'^�.`, ra,,'� �ie"''+`('3,-"} b,.. tt•4° V#''-€ -,s',��, 3s � a f�`'y9 '1Tr1 � � °��f, -�;� �-wa-;.�`w.tt t�� ? �, Ste' - �``i "4 _ ?}�.: �O�J��`t,.�,�!�'9,�-"�°ag��'�.a�--7x''+•^s�t ��'-h`�'�,,�g"��--..:.i q `�ltO��$�`!. � l dart '_ %#,4 z j �i'a$ i C hC� tj tTMr 3a tws"vd�{g`t gp'�'�t�.�.�.'��a 'r e` zy� cgs s Ie q .:.. a F r � � a �»3� �.< t S s:` N,-..�;T r '�;'��"+ e a,!`F',-^F ,s,.s i .3; }� it�,:Y: t `a�' '- -�._ .� °—... .�, .;:,.,�. --.. = ,4 '.15 °?7,� ,+.w q -, .atS.3`' ' �.,w> M, x �;Y�;� tM1.,�..,,�_ i�,` - tt.,� - ��,.-' ��..�r. ;.r J�k.. a3a ,� t� � �a a,R:�7;�&A •�<,�+•--:%_��. s'. 05-13-2010 ALEX SINK STATE OF FLORIDA CHEF FINANCIAL OFIFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from' Florida Workers' Compensation law. EFFECTIVE DATE: 06/13/2010 EXPIRATION DATE: 06/12/2012 PERSON: RAISZADEH MEHDI FEIN: 2613614499 BUSINESS NAME AND ADDRESS: RCI DESIGNN & CONSTRUCTION INC 2355 MAGNOLIA DRIVE N Mimi FL 33181 SCOPES OF BUSINESS OR TRADE 1— NEW CONSTRUCTION 2— ADDITIONS IMPORTANT: Pursuant to Chapter 440 . 06(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12). F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05113}, F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named an the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? 1850) 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09-06 r City of North Miami NORTw 776 N.E.125 Street * Noah Miami, FL 33161 • 305-893-6511 M"IAMI Business Tax Receipts Issued Date: 10/1/2011 GENERAL CONTRACTOR(OFFICE ONLY) Expiration Date: 9/30/2012 Business Tax Receipt#: BT-001815 Business Name/Address: RCI DESIGN&CONSTRUCTION INC 2355 MAGNOLIA DR RCI DESIGN&CONSTRUCTION INC NORTH MIAMI, FL 33181 2355 MAGNOLIA DR C,& NORTH MIAMI, FL 33181 "'Clerk NOTICE: • •- SOLD. NON-TRANSFERABLE • POST IN A CONSPICUOUS PLACE • NON-TRANSFERABLE . • ) SATs IeMlMOanYYiq �4CQRE��, CERTIFICATE OF LIABILITY INSURANCE "' 06 x012 MOMOM (954) 315-4000 TMIS CERTIFICATE 18 "M AS A MATTER OF INFORMATKIN Chanter Insurance Services, Inc. ONLY AND CONFERS NO R1GM UPON THE CERTIFICATE HOLDER THIS CWMFICATL DOES NOT AMAEND EXTEND OR 1761 W. Hillsboro Blvd ALTEft THE COMWAIGI RM BY THE Poucl�s BEB.OW. Suite 204 Deerfield Beach H'L 33442- WSURMIR9 AFFOIDUIItS COVERAGE NMC# INSURED mam&Vnited ai Ins. RC1 Design & Coaatruatton, I>t'LC INSURER& 2335 Nagnolia Dr INSUm-C: N Mimi BL 33181- covERA THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUE!TO THE INSURED NAM&D ASOVB FOR THE POLICY PERIOD INDICATED.NOT IMMSTANDING ANY RECUP MENT.TERM OR CONDITION OP ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WMICH THIS CBRTMICATE MAY 13E OWE)OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HMN 18 SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDMIONS OF SUCH POLICIES. AOCiREBATE UMrM SHOW*MAY HAVE BEEN REDUCED BY PAID CLAMM.TYPB OP IA! 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TM ISSUING INSURER WILL eMOSAVOR TO MAIL 30 DAYB 1M rfM e W r$M CWMPIQATB MUM NAM IO TMB LG",WT MxAMI SI1 ms wiLDnm DZP,ARTMNT FA UR@ TO DD 80 SMALL MOOSIX NO CMAAUW OR UAMW OP ANY NOW UMM We rla eNTA 10030 NE 2 AVN auTM MIAMI SHORM VM 33138- 14CORD 25(2001/OS) 0 A—C-0-AD CORPORATION 798 N8025 ponce Pop M as . CERTIFICATE OF LIABILITY INSURANCE WTONVE o�u" yea (934) 313-4000 TIC CI=RT�ICATE losu>=o as A ONLY AND CODS NO. R16Hi2 CERTIFICA.— OR Chester insurance getvIcese =aa. FAIOLDER. T" CFRTiPICATE DLiL'S�TA D WE= L119t THE 1761 W. Hi3LIsboro Blvd Suite 204 Deerfield SL 33d 2— I CO E NAi<:�1 Beach- "mum iAR�'1!2D 8P8CIALITY zN9. RCS Design S Caastw=tica, Inc smumik 2355 Magaolia, Dr o: N Hi umL L+Z OVERAGN THE POLICIES OF IblW1W4CE LISM BELOW RAVE BEEN ISSUED TO THE INSURED NAM ABOVE FOR THE POLtCY PERIOD iNOiCATED.NpTNIITH9TANDMf3 ANY WW9W RENT.TERM OR COOITION OF ANY CONTRACT OR GYM OOCURII6NT MATH RESPECT TO vm"THIS CERTIFICATE MAY BE MW OR MAY PERTAM. ME R=RANCE AFFORDED BY THE POLIOMS DESCRIBED h0 MN is SULIECl'TO ALL THE TI:RRR.4. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES- AIGGREMVR UWrG BHOVM MAf HAVE BEEN REDUCED BY PAD C_UUM& Trvgwaat PaLmNium cA A s al.uAwLnv =1205047 o4/2s/2011 04/2312012 s sao,oaa � s 100.000 CLAM MAN I S I OCMM ! ! l / awe n an. � S 5,000 soo,aoa 1,006,000 ASR OATBUNTA s s s,aoa ooa 8 PO=mg& mwc AUTOMOMALMMW / / I / c us suaen S ANYAUTO t� ALL ,UTOU i t J / evnrAIRY >i �r�son) WHOULM AUTOS AUTOS sorvlelui►v a MIRSO taere ss� $ QwAmLUwLm► Aura KLT-EAACCno>Olr ANY AU r0 OTNERTHAN A AuraOPLw 8 t ! ! SAM 00GURRIM s OCCUR Q M10MVE eeOATe s s aeotrcT�eLe / / / / a s casvSASroxA I / / ! A / / / / LLIM -EA s Lwf Is S * cr aTKRR l / t ! ate of Qp9R4St a ADMIN p OKs cA HoLO 6KOU>0 Apr or TAR£ AMM oNSOMM PaLMM = CAMEL&W U TNe Wt MMM &A" WOW M gMM UMOM vALL OWAVOR TO RIAL DAVE MrM KgV=TO M es ►TEt xoLM RAMBO TO IN LOTT,BUT MIAMI SMOKES FAHARM To oar 80 S NA&L UP*"NO COLVAIM CM LuaOn M Op Apr WM UP=Me oR TarK � ACORD Z5(Z1I011Q81 ACORD CORPORATION INS IN8o28ro��+as toe 1012 PERMfr# CONTRACTOR: DE I SUBMITTAL DATE: Pal ADDRESS: ' CLi NAME: ? RESUBMITAL DATES: PROJECT TYPE: ZONING FIRE STRUCTURAL IMPACT FEES ELECTRICAL HRS/DERM PLUMBING NOC Q3 M ECHANICAL 'tS P. BL G A kFORVAY CERTIFICATE OF LIABILITY IN °�'�'�"�°�"'^"' INSURANCE oe/06Jaos.2 THIS CERTIFICATE IS ISSUED A8 A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AINEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the carfifiCatB holder is an ADDITIONAL INSURED,the policr(ies)must be wWorsed. If SUBROGATION IS WAIVED,suljel to the terms and conditions of the pollcy,Certain policies may require an endarsement. A statement on this cWtillioste does not confer rights to the cer"cats holder in lieu of surer andarseme a PRODUCER ChFmt,Pr Tn,anrance Sarvjaua, Xslagl. t9'Jd) Sao-9uuu �Q (SSd) aan-sirs 1751 W. Hill: . Hillsboro 91vd lIcbAwterinsurance.coml Suite 204 an� — INBIIRBR AFFO COV6RA AIC tl Deerfield Beach E2, 334 2- IN saha:Ln Underwriters, Inc. WSURNO RCI Design & Construction, Iran al 2355 Magnolia Dar e, Ixsu : N Miami FL 33181- N IrS COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: TT-IS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR W)T)f ONOITION OF ANY CONTRACT OR OTHER DOCUMEB+IT RESPECT TO 1M NCH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DEEWAV ED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, TR TYPE OP INSURANCE Liam 042310003799 d/25 7!012 d/25/2013 EACHOC NCE S 500,000 X COMMERCIAL GENERAL UAWTY ! ! ! ! TEA y 50,000 CLAIMB-MME ©OCCUR / ! ! / MW EXP ow > 5,000 PERSONAL b DV INJURY s 500,000 GENERAL AGGREGATE II 11000,000. GEMLAGGREGATE LIMIT APPLIES PER: / ! / / PRODUCTS-COMPMP AGO $ 1,000,000 X POLICY El 2& LOC. ! / / ! Noma S AUTOMIOBILB LIAWVff ! C pMwNW .%,SINOLI LIM17 ANY AUTO / / J / BOOILY INJURY(PIN pmepn) i ALL0y�I�{EO AUTOS 800V INJURY(Pa*Mf fl) S AiJT08 AUTOS / / ! / MAW AUTOS AUTOS ! / j / PER A 6 S jululCSBRS8 LLA AR OCWR S EACH R NCE AGGREG S D N MI 1A�RKEM COMPOWTION / ! / ATU• OTH ANo EMPLOYER$'UABILrfY ANY PROPASTORIPARTNER=EOUTIVE YIN OFFICERIM11 M®ER E)XCWDHD7 NIA E.L.EACH ACCIDENT a tMOndoto►Y In NN) / / ! l 0@S LION pI EA EMPLOYS S EJ-OMS - OLICY LQNPT $ 0890RIPTION OF OPERATIONS I UWATIONS I vWUCLES(Adach ACORD 101,Addf ml Rtlmetdle Schedtft.N mom•"co Is r"Wred) General Contractor CERTIFICATE HOLDER CANCELLATION (305) 981-7683 It ) _ 914OULD env OP THE ARM WSORWED POLICIES Be CANCELLED BEFORE THE EXPIRATION DATE: THEREOF, NOTICE 1AILL BE oeuviiR6D IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Building DepartnAent AUTHOROM RBPRESENTATN@ 10080 NE 2nd Ave Miami Shores FL 33139- WORD 25(2010/05) 01988-MG ACORD CORPORATION. All tights reserved. 111802B tzD mLol The ACORD name and logo are registered marks of ACORD PERMIT# CONTRACTOR: l SUBMITTAL DATE: °�- ADDRESS: NAME: RESUBMITAL DATES: PROJECT TYPE: IRE Z NtN f3 4` STRUC IMPACT FEES J � ELECTRICAL HRSIDERM PLUMBING �y NOC 4��'A MECHANICAL ZJBL re s • r : -e r 6190-956. STATE of_FLORIDA `DEPAR7`MTmT Off' HIISINESS: AND PROF.ESSIONAL REGULATION CvNSTIJCT +QN 2N3?IISTRY 'LICEAISZNf BOARD SE(, L1207070025 _. LICEN R 07 ; 07 2012 128003'26 CtG15.1.471Q > „n . ' The GENERAL CONTRACTOR„ yam',' Named belopr;;IS CERTIFIED;; Under the provisions a Ohaptc FS Upiration date: AIIG. 31, . 2014 RAISZADEHj a-a++ary y RCI DESIGN. STD CONSTIIICTION .zNC 2355 MAGNOLIA DRIVE -'' MIAMI FL...33181-222 RICK GOVE SCOTT KEN LAWSON : RNOR SECRETARY DISPLAY AS REQUIRED BY LAW 04-18-2012 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 06/1212012 EXPIRATION DATE: 06/12/2014 PERSON: RAISZADEH MEHDI FEIN: 261361449 BUSINESS NAME AND ADDRESS: RCI DESIGN AND CONSTRUCTION INCORPORATED 2355 MAGNOLIA DRIVE N MIAMI FL 33181 SCOPES OF BUSINESS OR TRADE: 1- ADDITIONS 2— CERTIFIED GENERAL CONTRACTOR IMPORTANT: Pursuant to Chapter 440 . 0504), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation ender this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt.. apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.051131, F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named an the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to most the requirements of this section. QUESTIONS? (850) 413-1609 OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA IMPORTANT DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who CONSTRUCTION INDUSTRY O elects exemption from this chapter by filing a certificate of election CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under this WORKERS COMPENSATION LAW 1& D chapter. EFFECTIVE: 08/12/2012 EXPIRATION DATE: 08/12/2014 Pursuant to Chapter 440.051121, F.S., Certificates of election to be PERSON: MEHIDI RAISZAOEH H exempt- apply only within the scope of the business or trade listed on FEIN: 2131381449 E the notice of election to be exempt BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05031, F.S., Notices of election to be exempt RCT DESIGN AND CONSTRUCTION INCORPORATED and certificates of election to be exempt shall be subject to revocation 2355 MAGNOLIA DRIVE if, at any time after the filing of the notice or the issuance of the N MIAMI, FL 33191 certificate, the person nestled on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the SCOPE OF BUSINESS OR TRADE: person named on the certificate to meet the requirements of this 1- ADDITIONS 2- CERTIFIED GENERAL CONTRACTOR section. QUESTIONS? (850) 413-1609 CUT HERE Carry bottom portion on the job, keep upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 A w I 43.76'C, 43.15'P g? pR o m W-r Pa. =05/0242012 15:16 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES IM001/004 � a Miami shores V Building Department 10050 N.E.2nd Avenue o�d Miami Shores, Florida 33138 uag Tel: (305)795.2204 �OR1VP Fax:(305)756.8972 Permi No: 12-588 Job Name: April 27, 2012 Page 1 of 1 Building Critique Sheet \/�) Provide approval from Miami Dade County Health Dept. (DOH/HRS) �- _ Provide receipt from Miami Dade County Planning and Zoning for impact fees. ; Provide all permit applications prior to any further review. — Provide corrections for all disciplines. Provide a signed and sealed elevation certificate marked design drawings. 6) The energy calculations submitted are designed under the wrong code. This structure and all design criteria and details must be completed under the 2010 Florida Building Code Residential.All calculations and designs must be completed using the correct reference standards. These plans are designed under the 2007 FBC and changing the code quotes on the plans has not changed the design. 7) The square footage on the energy calculations does not reflect the square footage of the structure.A separate set of energy calculations must be completed for the detached office. All of the wind load designs are incorrect, wrong code. a V 9) The plans must match the soil boring report submitted. Y 10)The foundation plans do not identify the foundation In several areas. r�11)The foundation details on the plans do not match the plan. Is this a monolithic or-stem wall foundation? V//12)The masonry walls have columns and beams specified that are not on the schedule and many have not been identified. These plans are incomplete and have not been designed utilizing the correct code. Provide a set of plans that are DESIGNED for this application. STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the msubmittal drawings. Norman Bruhn CBO 305-762-4859 05/0242012 15:18 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 0004/004 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 Permit No. R e-i Z- S'1- Job Name g o D i E r— A s1 m CNu Date —t Y STRUCTURAL CRITIQUE SHEET -71itc r'qr-(Pce 7c= S-(lk.:c.-ro i-A i. CA t..,(-,S . S if Ar a- is 6- A-C—c=§C a t o c...c:, wi"«t f-S c.L-2,C 0m) `7fO V CA-f4 41D.M f-r ,,7,.—r_ s D PAt-,j e -rti er Y e v41 A v G tic.zJ ot LA--y no tj c 11--t G.- WO F-v- yo L�.2 s L t.r- - .2 �2t- -S -/o u jv c o -7o s� 4J"OR-WL, CA-LXS -ct 2 f4tg-7 .2 k4-0 N 21 L- Or-G Ar 1.i✓- I&c IF t7 0 P� �y -fktrw CHECK- coOjtjc cT,owC ..y '�o� it��D '�o �i�a�ca E �+.•,�Pi�ce�'7 rc L�A-•b C.�t-t.� �rL 7t�#--,�" y N o it-7 x y N -�P c-r OU S g u*f©IE (L 7ff'F A j`itp b ° �- L•�$ '�'t r2, �� 8c-' +rtC c�R.R c�c:Z" • c'I ' 4 `` c / tj-q Nv4i.. 062. °kGI g 3e-cf- - `� , .5e%.3 8t kjM 34(-p w Ni 0-n1 &AW s c V PPE P-'S 5+jV t~'l.dl g ccc A'�G 44 7N Cjf: t b c-C- f-8 C . cx1-Qc elf- 41.1t, qw(e , 05/W2012 15:17 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 19003/004 • Miami shores Village .... ,,,� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 R1Da Tel: (305) 795.2204 Fax:(305)75$.8972 Permit No: 12- Job Name: Date: ELECTRIC Critique Sheet AA-ep'O-Y &"0Ae&L.A,7"! v#^- l re z4rd �e,ti//�� OJ-At^ AI AG & !o j j'7- l4_ `�w 1{i'/�"� �!�llf't'C'' �'[�/�• 1��G. .�'d td ��is+GJ'8 /j'L''1�'�5'a ... .. ... .. N Ac /oe pnvr c}' � It IE D l�6 ate►- Le.'/6! l7 2:g�dJt e Are-* � � - 0 Oj otr'x- �w1 . Plan review is not complete, when alt 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. Review Complete by: Michael A. Devaney SR. Chief Electricad Inspector . 05/Q2�2012 15:17 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 19002/004 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Date: Tel:(305)795.2204 Fax:(305)756.8972 Permit#: R 42- 5�� Plumbing Critique Sheet Date: e Review Completed by: Rafael Hernandez Chief Plumbing Inspector Planning m Criteria Miami Shores Village Permit No. RC-4-1 2_588 10050 N.E.2nd Avenue I NAM M ROW iami Shores,FL 33138-0000 OR Phone: (305)795-2204 Fax: (305)756-8972 . Issue Date: Not Issued Folio Number)122320290140 Owner's Name:GEORGE SCHOENROCK Owner's Phone: 305-756-6295 Job Address: 1009 104 Street Total Square Feet: 5100 Miami Shores, FL 33138-2655 Total Job Valuation: $ 175,000.00 Contractor(s) Phone Primary Contractor RCI DESIGN&CONSTRUCTION INC (954)892-8289 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 8/7/2012 : Yes Comments:AWAITING BUILDING DEPT REVIEW � r a Miami shores Village Building Department loRm�► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: /Z,& DATE: wlelz- / z I,-A17° '2�r5 -2, ontractor o 6 wner ❑Architect Picked up 2 sets of plans and (other) qKcl W- a4, Address:Zy0 9 A ;,a l� A10,4 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: PERMIT CLERK INITIAL: ' 04/27/2012 11:02 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES IM 001 V T% REPORT * TRANSMISSION OK T%/R% NO 2493 RECIPIENT ADDRESS 93059817683 DESTINATION ID ST. TIME 04/27 10:59 TIME USE 02'24 PAGES SENT 4 RESULT OK .5SV Ab Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 ►K Tel: (305) 795.2204 ZORIDA' Fax: (305) 756.8972 Permit No: 12-588 Job Name: April 27, 2012 Page 1 of 1 Building Critique Sheet 1) Provide approval from Miami Dade County Health Dept. (DOH/HRS) 2) Provide receipt from Miami Dade County Planning and Zoning for impact fees. 3) Provide all permit applications prior to any further review. 4) Provide corrections for all disciplines. 5) Provide a signed and sealed elevation certificate marked design drawings. 6) The energy calculations submitted are designed under the wrong code. This structure and all design criteria and details must be completed under the 2010 Florida Building Code Residential. All calculations and designs must be completed using the correct reference standards. These plans are designed under the 2007 FBC and changing the code quotes on the plans has not changed the design. 7) The square footage on the energy calculations does not reflect the square footage of the structure. A separate set of energy calculations must be completed for the detached office. 8) All of the wind load designs are incorrect, wrong code. 9) The plans must match the soil boring report submitted. 10)The foundation plans do not identify the foundation in several areas. 11)The foundation details on the plans do not match the plan. Is this a monolithic or stem wall foundation? 12)The masonry walls have columns and beams specified that are not on the schedule and many have not been identified. These plans are incomplete and have not been designed utilizing the correct code. Provide a set of plans that are DESIGNED for this application. , ,gVC. Miami shores Village Building Department 10050 N.E.2nd Avenue �. Miami Shores, Florida 33138 Tel: (305) 795.2204 OR Fax: (305) 756.8972 Permi No: 12-588 Job Name: April 27, 2012 Page 1 of 1 Building Critique Sheet 1) Provide approval from Miami Dade County Health Dept. (DOH/HRS) 2) Provide receipt from Miami Dade County Planning and Zoning for impact fees. 3) Provide all permit applications prior to any further review. 4) Provide corrections for all disciplines. 5) Provide a signed and sealed elevation certificate marked design drawings. 6) The energy calculations submitted are designed under the wrong code. This structure and all design criteria and details must be completed under the 2010 Florida Building Code Residential. All calculations and designs must be completed using the correct reference standards. These plans are designed under the 2007 FBC and changing the code quotes on the plans has not changed the design. 7) The square footage on the energy calculations does not reflect the square footage of the structure. A separate set of energy calculations must be completed for the detached office. 8) All of the wind load designs are incorrect, wrong code. 9) The plans must match the soil boring report submitted. 10)The foundation plans do not identify the foundation in several areas. 11)The foundation details on the plans do not match the plan. Is this a monolithic or stem wall foundation? 12)The masonry walls have columns and beams specified that are not on the schedule and many have not been identified. These plans are incomplete and have not been designed utilizing the correct code. Provide a set of plans that are DESIGNED for this application. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305-762-4859 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Permit No. C-(2- sm Job Name 9-0®i iE 9-- SP b WC-C Date, ±=4j—12-- STRUCTURAL CRITIQUE SHEET jE eAY— P 124w%Y S D PA4izv 6- y®� 4f*V C-7 A-e.°Cc/o--c-q D® rre- �Efi WO -14- P-SCL.F - V2- 1415 0U N/A ® -- c r( E as 6e.-r Cb� Af 2-1 ip -C . YovR- Cpl-L--q. M 0 n61 e rf°T �� IAJ ®�� `ski ► CO Yv N C C fj mtVjq "{o V .W ce U) -4(v Q R.'j i'O c C."Pc.E4°7 6- L V A-`fl CA-L-"- A Q- 'Z WC- To -5eu W60A Jar®< w i'-1 rf(( ' V' ove r- q r(4,f Lr 1� p gi�C ��t3P� lid Ce WC 10 C f-; l 46 lowf- Cc>pc € t L 2� f Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Date: Tel:(305)795.2204 Fax:(305)756.8972 Permit#: 1<C 64 Plumbing Critique Sheet Date: ^lZ �{-tP Review Completed by: Rafael Hernandez Chief Plumbing Inspector i �gBRES Miami Shores e Villa 9 ' ... a,,,M Building Department 10050 N.E.2nd Avenue FN- �� Miami Shores, Florida 33138 40C0 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 12- Job Name: Date: ELECTRIC Critique Sheet i AAsc, fee-Z� 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. Review Complete by: Michael A. Devaney SR. Chief Electrical Inspector Miami Shores Villa e g Build' �► �n De a Building p rtment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 RECEIPT PERMIT#: �� "� '� DATE: ((-) 2- Contractor ,4-10, 5T4e1UL7%4 "L-Cs • Owner ,-,Y (-'< •Architect Walls. Picked up 2 sets of plans and(other)_E_V_C_ Address: � � LC�� -� 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: PERMIT CLERK INITIAL: I t MIAMI SHORES VILLAGE BUILDING DEPARTMENT PLAN REVIEW COMMENTS!'!RESPONSE STRUCTURAL RESPONSE TO REVIEWER COMMENTS SUBMITTED ON 4/5/ 12 1) STRUCTURAL CALCULATIONS SHALL BE BASED ON CURRENT FBC CODES. a)CHANGED FBC REFERENCES TO THE NEW FBC 2010 EDITI .N CODES. (PLEASE REFER TO THE PLANS,SHEET A-3&S-2) 2) SHOW ONLY SUCCESSOR ENGINEER ON CALCS.SUPPLY CER1 IFIED LETTER RELEASING PLANS& CALCS. a)SUCCESSOR ENGINEER SIGNED&SEALED ALL CALCS&PIJ,NS. b)ATTACHED CERTIFIED LETTERS RELEASING CALCS&PLANS TO SUCCESSORS. 31 PROVIDE SPECIAL INSPECTION FORMS. a)ATTACHED SPECIAL INSPECTION FORMS FOR MASONRY 8,SOIL COMPACTION. 4)/SPECIFY WINDOW&DOOR SPECS ON ELEVATION SHEETS. a) PROVIDED WINDOW&DOOR SCHEDULES CORRESPOND1 G W/WINDOW&DOOR MARKERS. (PLEASE REFER TO,SHEETS A-4,A-5&A-6) 5) PROVIDE ADDITIONAL SOFFIT DETAILS&CALCS. a) PROVIDED SOFFIT WIDTH&CONNECTION DETAILS. (PLEASE REFER TO DETAIL 3(S-3)ON SHEET S-3&DETAIL 9(S-S)ON SHEET S-5) b)PROVIDED CALCS FOR SOFFITS. (PLEASE REFER TO THE STRUCTURAL CALC PACKAGE) 6) CHECK FOUNDATIONS BELOW GIRDER TRUSS. a)PROVIDED CALCS FOR FOUNDATION UNDER GIRDER TRU S. (PLEASE REFER TO THE STRUCTURAL CALC PACKAGE) 7) PROVIDE CALCS FOR DOUBLE HT MASONRY WALL, a)PROVIDED CALCS FOR THE DOUBLE HT MASONRY WALL (PLEASE REFER TO THE STRUCTURAL CALC PACKAGE) 8) SHOW GRAVITY/UPLIFT REACTIONS&RELATE TRUSSES TO ONNECTOR SCHEDULE. a)GRAVITY/UPLIFT REACTIONS ALREADY SHOWN ON SHEETS-4. b)RELATED TRUSSES TO CONNECTOR. (FOR GIRDER TRUSS CONNECTORS PLEASE REFER TO DETA ILS 1,2,4,5(5-3)ON SHEET S-3) (FOR SOFFIT CONNECTORS PLEASE REFER TO SOFFIT CON"IECTOR SCHEDULE ON SHEET S-5) 9) PROVIDE DETAIL FOR OVERFLOW SCUPPERS. a)PROVIDED SCUPPER DETAIL. (PLEASE REFER TO DETAIL S(S-4)ON SHEET S-4) 10)CHECK THE CAPACITY OF GIRDER TRUSS CONNECTORS. a)ADDED GIRDER TRUSS CONNECTORS. (FOR GIRDER TRUSS CONNECTORS PLEASE REFER TO DETAILS 1,2,4,5(S-3)ON SHEET S-3) 11)PROVIDE CODE REFERENCES,WIND LOAD PARAMETERS& .ESIGN LOAD CRITERIA. a)CODE REFERENCE,WIND LOAD PARAMATER&DESIGN LO ikD CRITERIA ALREADY SHOWN IN STRUCTURAL DESIGN CRITERIA SHEET S-2. MIAMI SHORES VILLAGE BUILDING DEPARTMENT PLAN REVIEW COMMENTS RESPONSE STRUCTURAL RESPONSE TO REVIEWER COMMENTS SUBMITTED ON 4/5/2012 1) STRUCTURAL CALCULATIONS SHALL BE BASED ON CURRENT FBC CODES. a)CHANGED FBC REFERENCES TO THE NEW FBC 2010 EDITION CODES. (PLEASE REFER TO THE PLANS,SHEET A-3&S-2) 2) SHOW ONLY SUCCESSOR ENGINEER ON CALCS.SUPPLY CERTIFIED LETTER RELEASING PLANS& CALCS. a)SUCCESSOR ENGINEER SIGNED&SEALED ALL CALCS&PLANS. b)ATTACHED CERTIFIED LETTERS RELEASING CALCS&PLANS TO SUCCESSORS. 3) PROVIDE SPECIAL INSPECTION FORMS. a)ATTACHED SPECIAL INSPECTION FORMS FOR MASONRY&SOIL COMPACTION. 4) SPECIFY WINDOW&DOOR SPECS ON ELEVATION SHEETS. a) PROVIDED WINDOW&DOOR SCHEDULES CORRESPONDING W/WINDOW&DOOR MARKERS. (PLEASE REFER TO,SHEETS A-4,A-5&A-6) 5) PROVIDE ADDITIONAL SOFFIT DETAILS&CALCS. a) PROVIDED SOFFIT WIDTH &CONNECTION DETAILS. (PLEASE REFER TO DETAIL 3(S-3)ON SHEET S-3&DETAIL 9(S-5)ON SHEET S-5) b) PROVIDED CALCS FOR SOFFITS. (PLEASE REFER TO THE STRUCTURAL CALC PACKAGE) 6) CHECK FOUNDATIONS BELOW GIRDER TRUSS. a) PROVIDED CALCS FOR FOUNDATION UNDER GIRDER TRUSS. (PLEASE REFER TO THE STRUCTURAL CALC PACKAGE) 7) PROVIDE CALCS FOR DOUBLE HT MASONRY WALL. a)PROVIDED CALCS FOR THE DOUBLE HT MASONRY WALL. (PLEASE REFER TO THE STRUCTURAL CALC PACKAGE) 8) SHOW GRAVITY/UPLIFT REACTIONS&RELATE TRUSSES TO CONNECTOR SCHEDULE. a)GRAVITY/UPLIFT REACTIONS ALREADY SHOWN ON SHEET S-4. b) RELATED TRUSSES TO CONNECTOR. (FOR GIRDER TRUSS CONNECTORS PLEASE REFER TO DETAILS 1,2,4,5(5-3)ON SHEET S-3) (FOR SOFFIT CONNECTORS PLEASE REFER TO SOFFIT CONNECTOR SCHEDULE ON SHEET S-5) 9) PROVIDE DETAIL FOR OVERFLOW SCUPPERS. a)PROVIDED SCUPPER DETAIL. (PLEASE REFER TO DETAIL 5(S-4)ON SHEET S-4) 10)CHECK THE CAPACITY OF GIRDER TRUSS CONNECTORS. a)ADDED GIRDER TRUSS CONNECTORS. (FOR GIRDER TRUSS CONNECTORS PLEASE REFER TO DETAILS 1,2,4,5(S-3)ON SHEET S-3) 11) PROVIDE CODE REFERENCES,WIND LOAD PARAMETERS&DESIGN LOAD CRITERIA. a)CODE REFERENCE,WIND LOAD PARAMATER&DESIGN LOAD CRITERIA ALREADY SHOWN IN STRUCTURAL DESIGN CRITERIA SHEET S-2. Miami Shores Village Building Department 10050 N.E.2nd Avenue (Ca(1,&r4 Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Permit No. Job Name Date STRUCTURAL CRITIQUE SHEET C-LC-k4LA-1t'Zf-fs SqA-tL- rte- (3J+SjFD J f9-0 �r C:�>-O �zXV C_-ryR-qI,- CA I-e--u -11 ,oN-S 4W4 D&W,,j tWr -S A-t2-F PAC- Prf te F-D 37 pg-iov %'c'e Spec-,,A--L, 1"N'Spcc7rc-Ory 6:; aqs -Foe.. r1&daOV G® I L- Go ri Ph�c-f1`t-s #\/`` Imo- '1 i- 'OF"S g IE�-s -'co c<s 6-1 ccf-r o it 9 c ff OFout- Oc- 9) DESP'6 IV <4 yE-r L.e y -F[�-�� S C-U PP&--As ®"N p ET y Zoning ® r Miami Shores Village Permit NO. RC-4-12-588 10050 N.E.2nd Avenue ■Mt• 3 i ��i yzS - Miami Shores,FL 33138-0000 u3 Phone: (305)795-2204 Fax: (305)756-8972 33 Issue Date: Not Issued Issu Expires: Folio Number:1122320290140 Owner's Name:GEORGE SCHOENROCK Owner's Phone: 305-756-6295 Job Address: 1009 104 Street Total Square Feet: 5100 Miami Shores, FL 33138-2655 Total Job Valuation: $ 175,000.00 Contractor(s) Phone Primary Contractor RCI DESIGN&CONSTRUCTION INC (954)892-8289 Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 4/9/2012 Comments:AWAITING BUILDING DEPT REVIEW R APR G 2012 �J RELEASE L ER Y(- ®o_ ®-m®® i i April 6,2012 Architect: Mark A. Campbell Architects 373 NE 92nd Street Miami Shores,FL 33138 Client: Alexandre Rodier Job Address: 1009 NE 10e Street Miami Shores, FL 33138 l Mark A.Campbell of Mark A.Campbell Architects,fully acknowledge receiving full payment for all services provided in producing architectural drawings and calculations,as well as all services provided by associates on any part of the plans and calculations for the proposed residence of Alexandre Rodier,located at 1009 NE 10e Street in Miami Shores, Florida 33138. 1 release al€rights to this work as I have been fully compensated by my client Alexandre Rodier. The client has full rights to modify or implement the plans and calculations in any way that suits him. Sin erel tact} LI � ( Z EDGAR MUN04 P1. CONSULTING ENGra,,ER 6623 NW 173 LN AE[AW FLORIDA 33015 (305)8274672 SUCCESOR ENGINEER,LETTER CLIENT:ALEXANDER RO R 1009 NE 104 STREET,MIAMI SH, RES FL April 17,2012 Certified M ul 71109, 2250 U002 0751 3249 Architect Mark A Campbell 373 NE 92 Street Miami Shores Fl. 33138 Dear Mr. Campbell: Mr.Rodier owner of the above mentioned property tbrou RCI Design and Construction,Inc.retained me to continue the work you ed after your agreement to finish it I recreated your computations, agree with them and will the additional computation and/or design changes as required by the Shores Building Department. I Should you have any questions or need any additional infprmation,please do not hesitate to contact me. {{ Y Sincerely, { Mun P z Flodda Lic.N 50051 cc. City of Miami Shores Building Official 1 I EDGAR MUNOZ,P.E. CONSULTING ENGINEER 6623 NW 173 LN MIAMI,FLORIDA 33015 (305)827-4672 SUCCESOR ENGINEER LETTER CLIENT:ALEXANDER RODIER 1009 NE 104 STREET,MIAMI SHORES FL April 17,2012 Certified Mail Architect Mark A Campbell 7009 2250 0002 0751 3249 373 NE 92 Street Miami Shores Fl. 33138 Dear Mr. Campbell: Mr. Rodier owner of the above mentioned property through RCI Design and Construction,Inc. retained me to continue the work you started after your agreement to finish it. I recreated your computations, agree with them and will produce the additional computation and/or design changes as required by the Miami Shores Building Department. Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, E Mun ,P.E. Flon'la Lic.N 50051 cc. City of Miami Shores Building Official ti t Republic Vanguard Insurance Company 5525 LBJ Freeway Dallas, Texas 75240-6241 Servicing Office: Appalachian Underwriters,Inc. 800 Oak Ridge Turnpike, Suite A-1000 Oak Ridge,TN 37830 1-888-376-9633 Service of Process Pursuant to any statute of any state,territory or district of the United States which makes provision therefore, we hereby designate the Commissioner,Superinterr><iient or Director of Insurance or other officer specified for that purpose in the statute, and his successor or successors in office,as its true and lawful attorney upon whom may be served any lawful process in any action,suitor proceeding instituted in any court of competent jurisdiction by or on behalf of the insured or any beneficiary hereunder arising out of this contract of insurance,and hereby designates Michael E. Ditto, mailing address:P.O. Box 809063, Dallas, Texas 75380-9063 as the Company officer to wham said officer is authorized to mail such processor true copy thereof. In Witness Whereof,the Company has caused this policy to be executed, but this policy shall not be valid unless countersigned by an authorized surplus lines broker. Parker W. Rush President GL RVICAUI of u Republic-Vanguard Insurance Company Policy signatures IN WITNESS WHERE OF,the Company has Mused this policy to be executed,but this policy shall not be valid unless countersigned by an authorized surplus lines broker. �-- IN President Republic-Vanguard Insurance Company Service of Process Pursuant to any statute of any state,territory or district of the United States which makes provision therefore, we hereby designate the Commissioner, Superintendent or Director of Insurance or other officer specified for that purpose in the statute, and his successor or successors in office, as its true and lawful attorney upon whom may be served any lawful process in any action, suit or Proceeding instituted in any court of competent jurisdiction by or on behalf of the insured or any beneficiary hereunder arising out of this contract of insurance, and hereby designates Michael E. Ditto, mailing address: P.Q. Box 809063, Dallas, Texas 75380-9063 as the Company officer to whom said officer is authorized to mail such process or true copy thereof. POLICY NUMBER: POLSM333-12 COMMERCIAL GENERAL CG DS 0110 01 COMMERCIAL GENERAL LIABILITY DECLARATIONS Republic Vanguard InSUrance ConVany Appalachian Underwriters,Inc. 5525 Lyndon B.Johnson Freeway PO Bon 800 Dallas TX,75240 Oak Ridge TN,37831 NAME INSURED: RCI DESIGN AND CONSTRUCTION INC MAILING ADDRESS: 2355 MAGNOLIA OR North Mland Beach,FL 33181 POLICY PERIOD: FROM 04fe!5f2012 TO 04/2512013 AT 12.81 A.M. TIME AT YOUR MAILING ADDRESS SHOWN ABOVE IN RETURN FOR THE PAYMENT OF THE PREMIUM,AND SUBJECT TO ALL THE TERMS OF THIS POLICY,WE AGREE WITH YOU TO PROVIDE THE INSURANCE AS STATED IN THIS POLICY. LIMITS OF INSURANCE EACH OCCURRENCE LIMIT $ 5p0,000 DAMAGE TO PREMISES RENTED TO YOU $ 100,000 Any one premises MEDICAL EXPENSE LIMIT $ 51000 Any one person PERSONAL 8 ADVERTISING INJURY LIMIT $ 500,000 Any one person or organization GENERAL AGGREGATE LIMIT $ 1,000,000 PRODUCTSCOMPLETED OPERATIONS AGGREGATE LIMIT $ 11000,OW RETROACTIVE DATE(CG 00 02 ONLY) THIS INSURANCE DOES NOT APPLY TO"BODILY INJURY","PROPERTY DAMAGE',OR"PERSONAL AND ADVERTISING INJURY"WHICH OCCURS BEFORE THE RETROACTIVE DATE, IF ANY,SHOW BELOW RETROACTIVE DATE: None (ENTER DATE OR"NONE"IF NO RETROACTIVE DATE APPLIES) DESCRIPTION OF BUSINESS FORM OF BUSINESS ❑INDIVIDUAL OPARTNERSHIP E]JOINT VENTURE ❑TRUST E]LIMITED LIABILITY COMPANY OVVENTURE OR LIMITED IIABILITYOCOMPANY) (BUT NOT INCLUDING A PARTNERSHIP,JOINT BUSINESS DESCRIPTION: CONTRACTOR ALL PREMISES YOU OVM.RENT OR OCCUPY LOCATION NUAE3ER ADDRESS OF ALL PREWSES YOU O 1 Y►N.RENT,OR OCCUPY 2355 magnolia dr (North Miami FL, 33181 CLASSIFICATION AND PREMIUM LOCATION MBE CLASSIFICATION CODE PREMIUM RATE NUMBER PREMiI NO BASE Prom Prern Prod7Com Opa ops OPS ops 1 Cor�tractats-ExecuWe supetvis we or exemwe 915 $16,700 24.16 included $404.00 Mcluded superintendents Ccnb'adOrs-subcontracted work 1 ! with building construction,recontruction,repair or i �1 I $� 9.71 6.16 $102 00 $370.E erection-one or two family dwellings p I I PREMIUM SHOWN IS PAYABLE: STATE TAX OR OTHER Of applicable) $66.25 POLICY FEE(E applicable) $35.00 TOTAL PREMIUM(SUBJECT TO AUDIT) $1,000.00 AT INCEPTION 100°!0 AT EACH ANNIVERSARY IF POLICY PERIOD IS MORE THAN ONE YEAR AND PREMIUM IS PAID IN ANNUAL INSTALLMENTS) AUNT PERIOD(IF APPLICABLE) R ANNUALLY FISEMI-ANNUALLY QQUARTERLY ❑MONTHLY ENDORSEMENTS ENDORSEMENTS ATTACHED TO THIS POLICY: SEE IL DS 00 07 02 THESE DECLARATIONS,TOGETHER WITH THE COMMON POLICY CONDITIONS AND COVERAGE FORMS}AND ANY ENDORSEMEWT'COMPLETE THE ABOVE NUMBERED POLICY. Countersigned: 04/1712012 By: (fie) (Authorized Representative) CG DS 0110 01 Page 2 of 2 POLICY NUMBER:PGLSw1333-12 IL DS 00 07 02 COMMON POLICY DECLARATIONS Republic-Vanguard Insurance Company CHESTER INSURANCE SERVICES 5525 Lyndon S.Johnson Freeway 1761 WEST HILLSBOROUGH,SUITE 204 Dallas,TX 75240 DeeFf eld.Seach,FL 33442 NAMED INSURED: RCI DESIGN AND CONSTRUCTION INC MAILING ADDRESS: 2385 MAGNOLIA DR North Miami Beach,FL 33181 POLICY PERIOD: FRAM 4125/2D12 TO 4125IM13 TIME AT YOUR MAILING ADDRESS SHOWY ABOVE; M.12 Q1 A. OV M.STANDARD BUSINESS DESCRIPTION CONTRACTOR IN RETURN FOR THE PAYMENT OF THE PREMIUrA AND SUBJECT TO ALL THE TERMS OF THIS POLICY,WE AGREE WITH YOU TO PROVIDE THE INSURANCE AS STATED IN THIS POLICY. THIS POLICY CONSISTS OF THE FOLLOWING COVERAGE PARTS FOR WHICH A PREMIUM IS INDICATED.THIS PREMIUM MAY BE SUBJECT TO ADJUSTMENT. BOILER AND MACHINERY COVERAGE PART PREMIUM CAPITAL ASSETS PROGRAM(OUTPUT POLICY)COVERAGE PART $ $ COMMERCIAL AUTOMOBILE COVERAGE PART $ COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL INLAND MARINE COVERAGE PART $1 �� COMMERCIAL PROPERTY COVERAGE PART $ CRIME AND FIDELITY COVERAGE PART ,.g EMPLOYMENT-RELATED PRACTICES LIABILITY COVERAGE PART $ $ FARM COVERAGE PART LIQUOR LIABILITY COVERAGE PART $ $ POLLUTION LIABILITY COVERAGE PART PROFESSIONAL LIABILITY COVERAGE PART $ FLORIDA HURRICANE CATASTROPHE FUND $ .46 FLORIDA INSURANCE GUARANTEE ASSOCIATION N/A $ N/A $ 1,101:28 Premium Shown is payable: 100'/0 pt at ince iorti TOTAL: .--_ IL DS 00 07 02 0 ISO Properties, Inc., 2001 Page 1 of 2 ❑ -FORMS APPLICABLE TO ALL COVERAGE PARTS USHOW NUMBERS): RVI G AIMS INFO GL URES c OF PROCESS CG DS 0_1 IL IBS M d7 02 FL.CG On n1 9�n7 a ttn n3 d9 d8 GC;03 nn n1 QQ 21 - L c `►s�ur__9 c c, �� q d7 CG 21 5 09 CG 21 03 05,CG 22 24?j I,,, 1 1 d7 7 7 I 8 I 4 0 RV d 1 1 1 11, V 11 1 11 R 1 1 d 1 11 0 3 I. I 1 1 VI i 1RI 1' . R 1 VI 11 V 3 1 Countersigned:4/17/201212:23:23 PM By, (Da ) (Authorized Representative) NOTE OFFICERS' FACSIMILE SIGNATURES MAY BE INSERTED HERE, ON THE POUCY COVER OR ELSEWHERE AT THE COMPANY'S OpnoN. j Surplus Iuu, t n t have teas �(to the 4utwu 0any fight of mcunari t ! t al OW198dan of, my fn afvmr t unit a n up Vv F Page 2 of 2 0 ISO Properties, inc., 2001 !L DS 00 0702 p a ye s MIAMI SHORES VILLAGE o � DEPARTMENT OF PLANNING&ZONING 10050 NE tad Avenue Miami Shores FL 33037-2304 www.niiamishoresviHage.com Main Number:305-795-2207 Fax Number:305-756-8972 David A.Dacquisto AICP,CFM,Director NIIAW SHORES VILLAGE PLANNING BOARD HEARING Miami Shores Village Town Hall Council Chambers 10050 NE 2'Avenue Miami Shores Hearin e : October 13,2011 Meeting Time 7:00 P.M. File Number PZ-8-11-2011259 Polio Number 11-2232-029-0140 Owner Alex Rodier,2325 Magnolia Drive,Miami FL Applicant Same "Agent' Mark Campbell,373,NE 92°d Street,Miami Shores FL 33138 1009 NE 10e Street Legal Description .; EVENINGSIDE PB 44-53 LOT 15 BLK 1 LOT SIZE SITE VALUE COC 22786- 0550 10 2004 1 OR 26774-3651020911 ,Property Size-S Siw-Sq A 1 14,525 ctddin At#gq! :S Ft I N/A Flood done AE8 Zoning R20 Future Laid V Single Family Residential Designation ' Existing Vacant Comprehensive, Yes use Plan Consistency Existing' N/A-story;N/A bed/N/A bath Yew Built N/A Strttctur Subject ' Pursuant to Articles IV,V and VI of Appendix A Zoning,Special site plan review and approval for a new residence. Action Required Approve,Approve with father Required Village Building Permits Conditions,or Deny the Approvals Department of Health or DERM application faf .Report David A.Dacquisto,Director Report Date October 19,2011 of Plannin and Zonin Background The applicant is proposing to construct a new 2 story, 3,720 square foot, 3 bedroom, 4 bathroom residence. There is a 651 square foot 3 car attached garage at the front of the residence. A 684 square foot detached office with storage and fifth bathroom is proposed for a location, 15 feet from the residence, 5 feet from the north canal rear yard and 13 feet from the east side plot line.. The R20 District requires that residences have an interior space of not less than 20,000 cubic feet. The residence is 60,660 cubic feet. The property is along and south of Biscayne Canal Number C-8 and directly east and adjacent to the Miami Shores Country Club. The residence is a modern design with a flat roof. o i The residence has an attached garage facing the front yard to the south and fronting on the cul-de-sac and NE 92nd Street. however the entrance and designed front of the residence faces the west and the Miami Shores Country Club. There is a proposed front driveway 20 to 29 feet in width in the front of the residence. Driveways can not exceed 20 feet in width. The additional width is at the widest part of the driveway to allow access to a third parking stall. A 3 foot high masonry wall is proposed for the front yard. Analysis The residence is a modern design with a flat room. There are no flat roofs in the immediate area of the proposed residence. The vast majority of roofs on 100 Street are low profile clay barrel tile the remainder are flat white concrete tile on low profile roofs. The residence and accessory structure will be constructed on fill. The property is in an AE8 flood district (8 Ft NGVD). The residence and accessory structure will be constructed to (9 ft NGVD). Section 534 of the code of ordinances requires that the site plan shall be reviewed with respect to the three following considerations: a) Retention of natural vegetation near the water's edge. The plan proposed to construct a 30 foot wide accessory structure 5 feet from the rear plot line. The remainder of the rear yard is left in vegetation. b) Storm drainage that detains the first one inch in natural or filtered structural facilities. The architect to certify to the village and provide satisfactory proof to the building official that the first one inch of rainfall will be retained onside in natural or filtered structural facilities. c) Construction that is sensitive to the floodplain and avoids its filling. The proposed plan requires filling in the floodplain. Home occupations must be conducted within the primary residence and shall note be conducted in detached buildings. The detached building may be utilized as a personal office only and may not be utilized in conjunction with any business. The dock and boat lift are not part of this plan and a separate application and board review will be required. The code allows driveways and access aisles to go up to 20 feet in width. The board must make a finding that the 20 to 29 foot wide driveway is permitted or the driveway must be redesigned to meet code requirements. The proposal is not consistent with the technical provisions of the Zoning Code except as noted. Page 2 of 3 PZ-8-11-2011259 Rodier Recommendation Condition #5 stipulates that the driveway is not approved as part of this approval. The board may determine that the driveway is appropriate and amend Condition#5 to permit the driveway. Planning and Zoning staff recommends APPROVAL of the site plan for a new 3,720 square foot 3 bedroom,4 bathroom residence and for a 684 square foot detached structure with an office, bathroom and storage with a finding that it is consistent with the technical provisions of the Code. However, the Planning Board must make a finding that the proposed improvements are harmonious with the community, as required in Articles V and VI of Appendix A Zoning f the Code of Ordinances and in that regard, may add g �' Y further conditions or delete or modify staff recommended conditions, deny the application, or continue the item for future consideration. Should the board find that the applicant merits approval, apply: roval, staff recommends that the following conditions 1 : 1 Approval is anted for a new 3 720 square foot 3 bedroom 4 bathroom i ) pP �' � q , residence. 2) Approval is granted for a 684 square foot detached structure with an office, bathroom and storage as shown on the approved plans. g pp p 3) The detached office shall not be used for a home occupation or business of any kind. 4 A 3 foot hi gh masonry wall is approved for the front ont and as art of this approval. 5) The front driveway is not approved as part of this approval. 6) The seawall, dock and boat lift are not approved as part of this approval. 7) The architect to certify to the village and provide satisfactory evidence to the building official that the site provides storm drainage that detains the first one inch in natural or filtered structural facilities prior to the issuance of a building permit. The applicant is responsible for any site modifications that are or may become necessary to provide storm drainage that detains the first one inch in natural or filtered structural facilities and shall make site modifications as necessary to prevent runoff into neighboring properties. 8) Construction shall be in full compliance with FEMA regulations and Chapter 8.5 Flood Damage Prevention of the Miami Shores Code of Ordinances. 9) The residence shall be constructed at not less than the base flood elevation of AE8, the accessory structure shall be constructed at not less than one (1) foot above the base flood elevation. 10)Applicant to secure necessary DERM or Department of Health approval for the septic system prior to the issuance of a village building permit 11)Applicant to obtain all required building permits before beginning work. 12)Applicant to meet all applicable code provisions at the time of permitting. 13)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. Page 3 of 3 PZ-8-11-2011259 Rodier 5' 0 n9�*�' W- P spot silly" tic 10050 N.E. SECOND AVE. ORII)F' MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 DAVID A. DACQUISTO,AICP DACQUISTOD @MIAMISHORESVILLAGE.COM PLANNING&ZONING DIRECTOR DEVELOPMENT ORDER File Number: PZ-8-11-2011259 Property Address: 1009 NE 104th Street Property Owner/Applicant: Alex Rodier Address: 2325 Magnolia Drive,Miami FL Agent: Mark Campbell i Address: 373,NE 92nd Street,Miami Shores FL 33138 j Whereas,the applicant Alex Rodier(Owner),has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles 1V,V and VI of Appendix A Zoning,Special site plan review and approval for a new residence. Whereas, a public hearing was held on November 10, 2011 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: I) Approval is granted for a new 3,720 square foot 3 bedroom, 4 bathroom residence. 2) Approval is granted for a 684 square foot detached structure with an office, bathroom and storage as shown on the approved plans. 3) The detached office shall not be used for a home occupation or business of any kind. 4) A 3 foot high masonry wall is approved for the front yard as part of this approval. 5) The front driveway is approved as part of this approval. 6) The seawall,dock and boat lift are not approved as part of this approval. 7) The architect to certify to the village and provide satisfactory evidence to the building official that the site provides storm drainage that detains the first one Page I of 2 DO PZ-8-11-2011259 Alex Rodier c s inch in natural or filtered structural facilities prior to the issuance of a building permit. The applicant is responsible for any site modifications that are or may become necessary to provide storm drainage that detains the first one inch in natural or filtered structural facilities and shall make site modifications as necessary to prevent runoff into neighboring properties. 8) Construction shall be in full compliance with FEMA regulations and Chapter 8.5 Flood Damage Prevention of the Miami Shores Code of Ordinances. 9) The residence shall be constructed at not less than the base flood elevation of AE8, the accessory structure shall be constructed at not less than one (1) foot above the base flood elevation. 10) Applicant to secure necessary DERM or Department of Health approval for the septic system prior to the issuance of a village building permit 11) Applicant to obtain all required building permits before beginning work. 12) Applicant to meet all applicable code provisions at the time of permitting. 13) 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. 14) Accessory structure to be allowed a toilet and sink only,no bathtub or shower. 15) Pool location is approved as part of the site plan. 16) 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 with the Miami-Dade County Recorder and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. The application with conditions was passed and adopted this 10" day of November,2011 by the Planning and Zoning Board as follows: Mr.Abramitis Yes Mr. Busta Yes Mr.Reese Yes Mr.Madsen Yes Chairman Fernandez Yes z„cg j( r' Date chard M. Fernandez Chairman, Planning Board Page 2 of 2 DO PZ-8-11-2011259 Alex Rodier tnc.rs3a Noel Hill Miami shores Village Building Department ICR�A' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT 1 PERMIT* `�'� DATE: contractor • Owner •Architect Picked up 2 sets of plans and (other) Address: �z°�) \!)q S/-�- 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 b 9 Y PERMIT CLERK INITIAL:Z64-�- 701'L -HADI RESUBMITTED DATE: ` ADPr7i PERMIT CLERK INITIAL: EDGAR S. MUNOZ, P.E. CONSULTING ENGINEER Building Department Miami Shores village RESPONSE TO STRUCTURAL CRITIQUE SHEET PERMIT No. RC12-588 JOB NAME: RODIER 1. The soil Statement was corrected in sheet S-3 2. The Special Inspection Form is attached. 3. The extent of Beam B-3 was indicated in sheet S-4. 4. The Supports of Load Bearing Member are shown on sheet S-3. 5. F-3 Pad Footings for Garage Columns are shown on Sheet S-3. 6. Overflow Scuppers Design is on Sheet S-6. 7. Wind Load Parameters are on Sheet S-6. E ar Munoz, P.E. FL. *c o.50051 II10 � 6623 NW 173 LANE,MIAMI FLORIDA. (305) 827-4672 Page 1 8/30/12 MIAMI SHORES VILLAGE BUILDING DEPARTMENT PLAN REVIEW COMMENTS RESPONSE MECHANICAL RESPONSE TO REVIEWER COMMENTS SUBMITTED ON 8/6/2012 1) Match units on plans to units in calcs. a) Plans changed to match units shown in mechanical calculations. (PLEASE REFER TO THE PLANS,SHEET M-3) Miami Shores Village Building bepartment 10050 N.E.2nd Avenue Miami Shores,Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Permit No. eG I Job Name .' Date 0 - --/2®- STRUCTURAL CRITIQUE SHEET N--oc"®y- Sp, 'a5Pce--fiOO DE431° 0 26 -i'v & - w qua PPS �*fA PSI-3 ft c#: t b c W cf'l® &0 P ry iCE-t'f Ci Inspection History Miami Shores Village 10050 N.E.2nd Avenue Miami Shores FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 For Inspections please call: (306)762-4949 - , 1y '�;, � „ 3p/ .i Six 3, . �. S Project: <NONE> Owner: GEORGE SCHOENROCK Phone: 305-756-6295 Job Address: 1009 104 Street Parcel: 1122320290140 Miami Shores, FL 33138-2655 Block: Lot: Scheduled Insp# Inspection Type Inspection Status Inspector Date Completed 01101/2999 INSP-171961 Final Building NONE Default Inspector Not Complete 0110112999 INSP-171942 Second Floor Slab NONE Default Inspector Not Complete 0110112999 INSP-171945 Second Floor Tie Bond NONE Default Inspector Not Complete 0110112999 INSP-171968 Final PE Certification NONE Default Inspector Not Complete 01/01/2999 INSP-171960 Shutter Final NONE Default Inspector Not Complete 01/01/2999 INSP-171944 Tie Beam Bond Beam NONE Default Inspector Not Complete 01/0112999 INSP-171954 Window Door NONE Default Inspector Not Complete 01101/2999 INSP-171940 Slab NONE Default Inspector Not Complete 01/0112999 INSP-171939 Termite Letter NONE Default Inspector Not Complete 0110112999 INSP-171955 Framing NONE Default Inspector Not Complete 01101/2999 INSP-171956 Insulation NONE Default Inspector Not Complete 01101/2999 INSP-171948 Floor Trusses NONE Default Inspector Not Complete Monday,August 20,2012 Page 1 of 2 ,* 4� 01/01/2999 INSP-171938 Density NONE Default Inspector Not Complete 01/0112999 INSP-171947 Trusses Plan Submittal NONE Default Inspector Not Complete 01101/2999 INSP-171936 Footer Column Pads NONE Default Inspector Not Complete 01101/2999 INSP-171937 Stem Wall Footer NONE Default Inspector Not Complete 01/0112999 INSP-171946 Rake Beam NONE Default Inspector Not Complete 01/01/2999 INSP-171953 Wire Lathe NONE Default Inspector Not Complete 01101/2999 INSP-171959 Shutter Attachment NONE Default Inspector Not Complete 01101/2999 INSP-171950 Roof Sheathing NONE Default Inspector Not Complete P p 0110112999 INSP-171957 Drywall Screw NONE Default Inspector Not Complete 01/0112999 INSP-171951 Wall Sheathing NONE Default Inspector Not Complete 01/0112999 INSP-171949 Roof Trusses NONE Default Inspector Not Complete 01/0112999 INSP-171943 Spot Survey NONE Default Inspector Not Complete 01/0112999 INSP-171952 Window and Door Buck NONE Default Inspector Not Complete 01101/2999 INSP-171941 Fill Cells Columns NONE Default Inspector Not Complete 08/0612012 INSP-177012 Review Mechanical DENIED JanPierre Perez 81612012 energy calcu show two 36k btu units but plans show two 48k units??????? jpp Monday,August 20,2012 Page 2 of 2 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 5/31/12 Mr. Norman Bruhn CBO: Following the meeting between (client)Alex Rodier,(contractor) RCI representative Matthew Raiszadeh and(CBO) Norman Bruhn,we have performed all necessary rework and corrections for the attached plans and associated calculations. 1) Plans have been approved by Miami Dade Health Dept. 2) Receipt for Planning&Zoning impact fees provided. 3)All necessary permit applications provided. 4)Corrections for all disciplines completed on plans&calculations. Described below in"Plan Review Comments Response section". 5) Provided signed&sealed elevation certificate. 6)All plans and calculations reworked to meet the 2010 FBC Residential. 7)Square footage on energy calculations matches square footage of structure. Provided energy calculations for the detached office. 8) Wind load designs corrected to meet the 2010 FBC codes. 9) Plans updated to reflect soil boring report. 10)All foundation types identified in the plans. 11) Foundation details for stem wall foundations shown on plans. No monolithic foundations used. 12)Columns& beams for masonry walls identified on the column & beam schedules. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 5/31/12 PLAN REVIEW COMMENTS RESPONSE STRUCTURAL RESPONSE TO REVIEWER COMMENTS SUBMITTED ON 4/21/2012 1) STRUCTURAL CALCULATIONS RE-DONE BASED ON CURRENT 2010 FBC CODES. Please refer to the packet of structural calculations. 5) PROVIDE SOFFIT CALCS FOR THE HORIZONTAL FORCE BASED ON A MOMENT OF 2' WIDTH. Please refer to the packet of structural calculations. 6) PROVIDE CALCULATIONS FOR THE WALL&FOUNDATION UNDER THE GIRDER TRUSS. Please refer to the packet of structural calculations. 7) CORRECTED CALCULATIONS FOR THE DOUBLE HT MASONRY WALL. Please refer to the packet of structural calculations. 9) PROVIDED DETAIL& LOCATIONS FOR OVERFLOW SCUPPERS. Please refer to sheet S-6 10) PROVIDED CALCS FOR CAPACITY OF GIRDER TRUSS CONNECTORS. Refer to the packet of structural calcs&sheets S-4 to S-5 showing uplift&gravity required for girder truss connectors. 11) PROVIDED CODE REFERENCES,WIND LOAD PARAMETERS&DESIGN LOAD CRITERIA USING FBC 2010 RESIDENTIAL CODES. Please refer to the packet of structural calcs& notes/data provided on all sheets. MIAMI SHORES VILLAGE BUILDING DEPARTMENT 5/31/12 PLAN REVIEW COMMENTS RESPONSE ELECTRIC RESPONSE TO REVIEWER COMMENTS SUBMITTED ON 4/21/2012 1) ALL FIXTURES CALCULATED ON PANEL SCHEDULES AND LOAD CALCULATIONS. Please refer to sheet E-6 2) ALL GARAGE RECEPTACLES&DOOR OPENERS ARE GFI PROTECTED. Please refer to sheet E-2 3) ADDED RECEPTACLE TO END OF PENINSULA&COUNTER IN KITCHEN. Please refer to sheet E-2 4) ADDED FLOOR RECEPTACLES TO FLOORS WHERE THERE IS NO WALL SPACE. Please refer to sheets E-2 & E-3 5) ALL RECEPTACLES&LIGHTING CIRCUITS TO BE FAULT PROTECTED. Please refer to sheet E-4(NOTES) 6) PANEL"C LOCATED IN MAIN BUILDING GARAGE ALONG WITH PANEL"A"& "B". Please refer to sheet E-2 5) PANEL-B-COPY CHANGED TO APPROPRIATE PANEL DESIGNATION. Please refer to sheet E-6 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 5/31/12 PLAN REVIEW COMMENTS RESPONSE PLUMBING RESPONSE TO REVIEWER COMMENTS SUBMITTED ON 4/18/2012 1) PLANS HAVE BEEN APPROVED BY THE MIAMI DADE HEALTH DEPT. 2) GAS WATER HEATER CHANGED TO ELECTRIC WATER HEATER. Please refer to sheet P-2 3) GAS TANK LOCATION SHOWN. Please refer to sheets P-1&S-1 For gas tank detail &data please refer to sheet P-4 c Edgar Munoz, P.E. Florida Lic. #50051 6623 NW 173 Lane Miami Fl 33015 Tel 305-219-9791 MASONRY WALL INSPECTION Y February 5,2013 The Building Official Miami Shores Village n. RE: PERMIT#RC-4.12-519:1009 NE 104 St,Miami Shores—Masonry Wall inspection At the request of the contractor,we visited this site to perform the above captioned inspection during installation and then finally on 02/05/2013.By visual inspection and using the approved building plans we verified the exterior wall layout,the presence of block reinforcement and joints.We also verified the tiedown locations. Accordingly we confirm that all work was performed in accordance with good workmanship Approved Plans and FBC 2010 To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the inspected structures and based upon careful evaluation of the observed building guarantees to the extent reasonably possible. For further information please feel free to contact us at 305-219-9791 •••s Sincerely, • • •••• •••••• .. 0000 •••••• •••• 0000.. 000000 • ••••• 0000 0000 . . 0000 0000 0000. Edgar noz P.E.#50051 +••••• .. .. 0000.. 1-3 •••••• • • • • • • • • • 0 • • 0 •• • • • • • 00 00 Edgar Munoz, P.E. Florida Lic. #50051 6623 NW 173 Lane Miami FI 33015 Tel 305-219-9791 1St TIEBEAM INSPECTION REPORT November 20,2012 The Building Official Miami Shores Village RE: PERMIT#RC-4-12-588:1009 NE 104 St,Miami Shores In accordance with SPECIAL INSPECTOR'S FORM submitted with building plans,on 11/20/2012 we visited this site to perform the above captioned inspection By visual inspection and using the approved building plans we approve the installation of tiebeam and tiedown re-inforcement.On 11/26/2012 we again visted the site after the forms were removed and verified tiebeam sizes .Accordingly we confirm that all work was performed in accordance with good workmanship Approved Plans and FBC To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the inspected structures and based upon careful evaluation of the observed building guarantees to the extent reasonably possible. For further information please feel free to contact us at 305-219-9791 0000 6 : Sincerely, • • •••• 0000•• 0e 0 4000 0 0 6.0:04 0664 0606.0 000000 e 0 :4646: 0000 0000 . . 0 0 : 0 0 000 0000 600:: 4 0000.. . . 0000. Edga Munoz,P. #50051 •••••• .. .. 0 400::4 4::664 • e •4464 0 • 00. 46 60 0 0 0 0 0 e 00.00: T Edgar Munoz, P.E. Florida Lic.#50051 6623 NW 173 Lane Miami Fl 33015 Tel 305-219-9791 2ndTIEBEAM INSPECTION REPORT January 2,2013 The Building Official Miami Shores Village RE: PERMIT#RC-4-12-588:1009 NE 104 St,Miami Shores In accordance with SPECIAL INSPECTOR'S FORM submitted with building plans,on 12/31/2012 we visited this site to perform the above captioned inspection on the Residence.By visual inspection and using the approved building plans we approve the installation of tiebeam and tiedown re-inforcement. Accordingly we confirm that all work was performed in accordance with good workmanship Approved Plans and FBC To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the inspected structures and based upon careful evaluation of the observed building guarantees to the extent reasonably possible. For further information please feel free to contact us at 305-219-9791 0000 Sincerely, •••• •••••• .. 0000 000000 0000 0000% 0000.. .0000. 0000 0000 . . 0000 0000 0000. . . •00000 • • •000• Edgar Munoz P. #50051 •••••• .. .. 0 000000 . . . . 000000 0000.. . .0600. .. . . . 0 0 Edgar Munoz, P.E. Florida Lic. #50051 6623 NW 173 Lane Miami FI 33015 Tel 305-219-9791 PARAPET (3RD )TIEBEAM INSPECTION REPORT January 22,2013 The Building Official Miami Shores Village RE: PERMIT#RC-4-12-588:1009 NE 104 St,Miami Shores In accordance with SPECIAL INSPECTOR'S FORM submitted with building plans,on 01/22/2013 we visited this site to perform the above captioned inspection on the Residence.By visual inspection and using the approved building plans we verified the rebar size,the size and spacing of stirrups and the clearance of the reinforcement from the forms.We also verified the size and location of tiedown reinforcement. Accordingly we confirm that all work was performed in accordance with good workmanship Approved Plans and FBC 2010 To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the inspected structures and based upon careful evaluation of the observed building guarantees to the extent reasonably possible. For further information please feel free to contact us at 305-219-9791 0000 0000 0000.. Sincerely, .. 0000 0000.. 0000 0000.. 0000.. 0000.. 0000 0000 . . 0000 0000 0000. 0000.• . . 0000. 0000.. .0 •0 • 0000.. Edga Munoz, .E. 50051 0000.. . .0000. •• • • . • • . Edgar Munoz, P.E. Florida Lic. #50051 6623 NW 173 Lane Miami FI 33015 Tel 305-219-9791 SLAB INSPECTION REPORT November 30,2012 The Building Official Miami Shores Village RE: PERMIT#RC-4-12-588:1009 NE 104 St,Miami Shores(slab inspection,detached office) In accordance with SPECIAL INSPECTOR'S FORM submitted with building plans,on 11/30/2012 we visited this site to perform the above captioned inspection For this inspection we used The Approved Plans,Soil treatment Certificate,Compaction Report and visual inspection and we confirm that all work was performed in accordance with good workmanship Approved Plans and FB G To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the inspected structures and based upon careful evaluation of the observed building guarantees to the extent reasonably possible. For further information please feel free to contact us at 305-219-9791 Sincerely, 0000 . . 0000 0000.. .. 0000 0000.. 0000 0000.. 0000.. 0000.. 0000 0000 . . Edgar unoz,P.E. 0051 0000.. 0000.. . . . . 0000% 0000.. . . 0 .0060. 00 0 . . 0 0 . . 0000 EDGAR S. MUNOZ, P.E. CONSULTING ENGINEER March 27, 2013 Miami Shores Village Building Department Miami Shores,Florida INSTALLATION OF WOOD PLATES 1009 NE 104 STREET, MIAMI SHORES Dear Sir: To better complete the construction work, we attached 2, 2"x8" wood plates under the header beams of the windows to reduce de openings heights fastened with 3 1/2" shotnails @ 8" o.c. and with 1/2" x 7" wedges @ 12" o.c.stagered. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Ed r Muno ,P.E. • . . .... ...... Flor d Lic. N 50051 • -3[-2,1 •• • Y••• • • •••• •••• • • •••••• • • ••••• • • ••••% •• •• • •••••• • • • • • •••••• • • • • • •• •• 6623 NW 173 LANE,MIAMI FLORIDA. (305)827-4672 Pagel �-1m lei EDGAR MUNOZ, P.E. Project: 1 O cD q 10A �`tea, Q'�0'� PAGE OF ok Date: ®c, Teo-or \4 hc . �Qva0\J _. .A•!.. A..•. . ... Edgar Munoz, P.E. Florida Lic. #50051 6623 NW 173 Lane Miami Fl 33015 Tel 305-219-9791 CONCRETE STAIRS INSPECTION REPORT January 22,2013 The Building Official Miami Shores Vllage RE: PERMIT#RC-412-588:1009 NE 104 St,Miami Shores At the request of the contractor on 01/22/2013 we visited this site to perform the above captioned inspection on the Residence.By visual inspection and using the approved building plans we verified the rebar size and spacing and the clearance of the reinforcement from the forms. Accordingly we confirm that all work was performed in accordance with good workmanship Approved Plans and FBC 2010 To the best of my knowledge and ability,this report represents an accurate appraisal of the present condition of the inspected structures and based upon careful evaluation of the observed building guarantees to the extent reasonably possible. For further information please feel free to contact us at 305-219-9791 Sincerely, 0000 . . 0000 0000.. .. 0 0000 .06.00 6606 0000.. ti....6 0 606.0. 6666 6666 6 6 0 0 6 Edgar unoz,P.E.#50051 6000 0066 06;006 666666 • 6 66666 ..66. 4 6 . 6 00 0 666660 . 6 • 6 • • 666666 6.0..6 • 0 0 • 6 6 6 666660 66 6 6 6 6 6 6 6 • 66 66 r it Sit C. M... n,,, Miami Shores Village .�..w. ID BU 0 lot 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE }; 1 'NOTICE TO BUILDING DEPARTMENT �, , 0P MOLOYMENT AS SPECIAL INSPECT THE FLORIDA BUILDING CODE I(We)have been retained by moe- to perform special inspector services under the Florida Building Code at the project on the below listed structures as of @/oz- (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: <od`r Pd Pd YS T w.-g t 4Co� `L ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) 9' SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) Ge SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ge SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1. 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be calved for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department.Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Architect AA_vtx2 Name ��ii Address (A& Z'3 k3 UJ 1-1 Phone No. \ �� 2� `�'(� J Z Created on 6/10/2009 W A RTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION Fc�jce Capa '' Al. Building Owner's Name RODIER RESIDENCE bu, RIO, y" k A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Corn + i „� rG 1009 NE 104TH STREET `_ i �� Y.', '� ,�li�� .0 City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 15,BLOCK 1,EVENINGSIDE,ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 44,PAGE 53 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25*82'15.3" Long.80*10'37.0" 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 1A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 2 sq ft a) Square footage of attached garage 630 sq ft b) No.of permanent flood openings in the crawlspece or b) No.of permanent flood openings In the attached garage enclosure(s)within 1.0 foot above adjacent grade 2 within 1.0 foot above adjacent grade 3 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 138 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State MIAMI SHORES I MIAMI-DADE COUNTY FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086C L Date Effective/Revised Date Zone(s) AO,use base flood depth) 09-11-09 09-11-09 AE 8 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: ® NGVD 1929 ❑ NAVD 1988 ❑ Other(Describe) B12. Is the building located Ina Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ® Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,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 DC EBMVertical Datum NGVD 29 Conversion/Comments NA Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)9.0 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor NA. ❑feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) NA. ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) 7.6 ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building NA. ❑feet ❑meters(Puerto Rico.only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) NA. ❑feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) NA. ❑feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including NA. ❑feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certficate represents my best efforts to interpret the data available. 1 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 .yam Certifier's Name PAUL J.STOWELL License Number 5241 Title PROFESSIONAL SURVEYOR Company Name ATLANTIC COAST SURVEYING INC #5241 Address 6129 STIRLING ROAD§UITE 2 City DAVIE State FL ZIP Code 33314 06/27/12 Signature Date 06/27/12 Telephone 954587-2100 FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding information from Section A- For lnsurance Cctitpany ttse Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Pallcy Nulmber..:• 1009 NE 104TH STREET City MIAMI SHORES State FL ZIP Code 33138 Company;NAIC Number SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments JOB#36052 Machinery is A/C in section C2E. Flood determination is based soley on F.I.R.M.provided by F.E.M.A. No research was done in regards to L.O.M.R./L.O.MA documents. We do not accept responsibility for insurance premiums based on Elevation Certificates. Signature Date 06/27/12 ❑ Check here if attachments SECTION E-BUIL ING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including 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 servicing 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 Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable items)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: ❑feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions a Building Photographs See Instructions for Item A6. Building Street Address(including Apt,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. ,� r 1009 NE 104TH STREET �� City MIAMI SHORES State FL ZIP Code 33138 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View"and "Left Side View.' If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. d rr�°� .� s r n u�r �'4 >r��.•y^+�sse r. dF°P{ "4 4 }- ✓ Fd �� S °.4a v''✓rrrr'� i} r .r. •° °r{ ° i P °°. � ^Pie^ fI`°, 9 4' d°°��lpy'�`. ar` ✓' f v r'P ZEll, > t S h Building Photographs Continuation Page Building Street Address(including Apt, Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. P61Idy NW"f° 1009 NE 104TH STREET N� City MIAMI SHORES State FL ZIP Code 33138 CorttpaWyNAIC"Nutr> If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View"and"Rear View"; and, if required, "Right Side View"and"Left Side View." DRILL HOLE B/SCAYNE CANAL `y �k DRAINAGE PIPE 1 S.89-57'15"E. 134.87 f aQ SEAWALL, 0.7° CORNER 41A? ( OBSTRUCTED OBSTRUCTED ***HEALTH DEPARTMENT CERTIFICATE*** THERE ARE NO WELLS, SEPTIC SYSTEMS, OR BODIES OF WATER WITHIN 75 FEET OF THE PROPERTY LINE �1 EXCEPT AS SHOWN ON SURVEY. (SEE NOTE # 4) eSEPTIC & DRAINFIELD MEAN HIGH WATER INFORMATION U POINT IDENTIFICATION NUMBER: 133 MEAN HIGH WATER : 1.74 FEET (NGVD29) x V/�. t0 ,� LOT 15, BLOCK 1 O O c, VACANT LAND -� •� ` c ul) OA �o �� Q BENCHMARK DESCRIPTION FIP1/2"NO 1D BRASS DOT DISK IN TOP OF CONC GUARDRAIL AT SE CORNER OF BRIDGE. 6 hk —I 1b, 50' RIGHT-OF-WAY MARKED B-26—RA = 17.23 x x ,f /0.90'0o'oo'i 35.00' 0_ W. NE 104TH STREET BRASS DISC IN EAST END OF SOUTH CONC 43.76 fC�t 43.15'P ASPHALT PAVEMENT HEADWALL OF RR BRIDGE OVER CANAL. FIPi/2"NO ID \ , MARKED H-404 = 11.91 LOT 12, BLOCK 2 O LE19DVD '- 19 CABLE JUNCTION BOX ® CATCH BASIN o CLEAN OUT LEGAL DESCRIPTION W CONTROL VALVE LOT 15, BLOCK 1, EVENINGSIDE, ACCORDING TO THE PLAT ® ELECTRIC SERVICE THEREOF, AS RECORDED IN PLAT BOOK 44, PAGE 53, OF -(A>- FIRE HYDRANT THE PUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA. CURIE TABLE FSFP&L PAD CERTIFIED T0: I NUMBER I DELTA I RADIUS ' ARC ' GUY ANCHOR RODIER RESIDENCE CURVE 1 45.35'05" 35.00 27.85 ® MANHOLE ® POOL EQUIPMENT PROPERTY ADDRESS �Cl POWER/LIGHT POLE 1009 NE 104TH STREET 20 O 20 40 so o- SPRINKLER SYSTEM MIAMI SHORES, FL 33138 ® WATER METER BOUNDARY SURVEY Scale 7 �� = 2 0 ' WATER VALVE D4 0 WELL INVOICE # 36052 BRICK PAVERS SURVEY DATE 05130112 CENTERLINE FLOOD ZONE AE 8 CONCRETE/CHAT CONCRETE WALL MAP DATE 09111/09 00 ELEVATION MAP NUMBER 12086C0306L METAL FENCE -'-'-'-'- OVERHEAD WIRES ABBREVIATIONS WOOD DECK/DOCK BC BACKIOF WALK - -+/-�s- WOOD FENCE C CALCULATED M MEASURED N.T.S. NOT TO SCALE OP OPEN PORCH SURVEYOR'S NOTES ORB OFFICIAL RECORDS BOOK PC POINT OF CURVATURE r 1. BASIS OF BEARINGS AS INDICATED ON SKETCH. POS POINT OF BEGINNING AN L H T OAST 2. LEGAL DESCRIPTION PROVIDED BY CLIENT. POC POINT OF COMMENCEMENT 3. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR EASEMENTS, RIGHT-OF-WAYS, PG PAGE S u a v e I G 1 N C . OWNERSHIP OR OTHER INSTRUMENTS OF RECORD. PRC POINT OF REVERSE CURVE 4. UNDERGROUND OR INTERIOR PORTIONS OF FOOTINGS, FOUNDATIONS, WALLS OR OTHER NON-VISIBLE PRM PERMANENT REFERENCE MONUMENT PT POINT OF TANGENCY IMPROVEMENTS WERE NOT LOCATED. VF END OF FENCE 5. ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 UNLESS OTHERWISE EDGE OF PAVEMENT SHOWN. EW EDGE OF WATER 6. FENCE TIES ARE TO 7HE CENTER-LINE OF FENCE. WALL. TIES ARE TO THE FACE OF WALL. F/ FENCE CORNER 7. IN SOME INSTANCES GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY L FENCE LINE ILLUSTRATE THE CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. P FOUND IRON PIPE FIR FOUND IRON ROD 8. THE DIMENSIONS AND DIRECTIONS SHOWN HEREON ARE IN SUBSTANTIAL. AGREEMENT WITH RECORD FN FOUND NAIL VALUES UNLESS OTHERWISE NOTED. FN&D FOUND NAIL & DISC - 9. PARTY WALLS ARE CENTERED ON PROPERTY LINE AND ARE 0.7' WIDE UNLESS 07HERWISE NOTED. FP&L FLORIDA POWER AND LIGHT PAUL J STOWELL 10. EXISTING CORNERS FOUND OFF WITNESS PROPERTY CORNERS RAD RECORD PROFESSIONAL D SURVEYOR 11. OBSTRUCTED CORNERS ARE WITNESSED BY IMPROVEMENTS. RAD SET NAIL & DISC 5495 FLORIDA CERTIFICATION NO. 5241 12. NO ATTEMPT WAS MADE TO LOCATE WRITTEN OR UNWRITTEN EASEMENTS OR RIGHTS—OF—WAY, OTHER SP SCREENED PORCH ATLANTIC COAST SURVEYING, INC. THEN THOSE SHOWN HEREON. SP&C SET 1/2" PIN & CAP # 5495 6129 STIRLING RD SUITE 2 DAVIE, FLORIDA 33314 OFFICE: 954.587.2100 FAX..954.587.5418 STATE OF FLORIDA PERMIT #: 13-SC4408735 DEPARMOM OF HEALTH APPLICATION #:AP1071379 ONSITE SEWAGE TREJ06t+lT AND DISPOSAL DATE PAID: SYSTEM FEE PAM: CONSTRUCTION PERMIT RECEIPT # DOCUMENT #: PR877386 CONSTRUCTION PERMIT FOR: OSTDS(dew APPLICANT: Alex&Emile Rodier PROPERTY ADDRESS: 1009 NE 104 St Miami,FL 33138 LOT: 15 BLOCK: 1 SUBDIVISION: Eveningside PROPERTY ID #: 11-2232-02"140 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAR 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 MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BRING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT E]U1MPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. C SYSTEM DESIGN AND SPECIFICATIONS T I 1,350 ] GALLONS / GPD Septic CAPACITY A [ I GALLONS ! GPD N/A CAPACITY N [ I GALLONS GREASE INTERCEPTOR CAPACITY [MLXI MUM CAPACITY SINGLE TANK:1250 GALLONS] R [ I GALLONS DOSING TANK CAPACITY [ ]GALLONS #[ ]DOSES PER 24 HRS #P=Ps I ] D [ 750 ] SQUARE FEET in trench configuration SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND I I I CONFIGURATION: (RI TRENCH [ ] am [ ] N F LOCATION OF BENCHMARK: C/L NE 104 St:8MNGVD I ELEVATION OF PROPOSED SYSTEM SITE [ 0.00 II INCHES FT IIABOVE) BELOW BDSNCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 30.00]1F3x—cEz—SR FT I[ABOVE�8ZNCHMARE1REFERENCE POINT L D FILL REQUIRED: [ 0.00] INCHES EXCAVATION REQUIRED: [ 72.001 INCHES O -Install 1350 g septic tank. -Install 750 sq ft drainfield in trench configuration. T -Install 42"of slightly limited soil under bottom of drainfield. H -Elevation of bottom of drainfield to be no less than 5.79 NGVD. -The system is sized for 6 bedrooms with a maximum occupancy of 12 persons, for a total estimated sewage flow of 600 g/d. R SPECIFICATIONS BY: Joseph R Piverger TITLE: Engineer Specialist II APPROVED BY: TITLE: Engineer Specialist II Dade CHD o verger DATE ISSUED: 06107/2012 EXPIRATION DATE: 12/07/2013 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, PAC Page 1 of 3 v 1.3.4 AP1071379 SE872103 FLORID DW. T OF Rick Scott �L 1L Steven L.Harris,M.D.,MSc. Governor Interim State Surgeon General May 21,2012 (RCI) 2355 Magnolia Dr Miami, FL 33181 Request for Additional Information Application Document No: 1071379 1009 NE 104 St Miami, FL 33138 Lot: 15 Block: 1 Subdivision: Eveningside Dear Applicant: This will acknowledge receipt of an application and plans for an onsite sewage treatment and disposal system construction permit dated May 08,2012 for a proposed system to be constructed on the above referenced property. In response,we are requesting that you provide the following additional information,clarification or corrections: s Please submit a site plan on which the mean high water line(MHWL) is determined by a professional surveyor. If you have any questions on this matter, please call our office at(305)623-3500. Sincerely, Joseph Piverger, Engineer Specialist 11 Miami-Dade County Health Department 1725 NW 167 St,Opa Locke,FL 33056 Phone.(305)623-3500.Fwc:(305)623-3645.hupY/vAm MyFlorWaER.c oxn i t f PERMIT REVIEW Permit Number AP 1071379 [New] [Repair] [Existing] Modirmoon Applicant. Property Address: Lot Size 0.333448 acres Water S. Private well public<=2000gpd pubic>200OWd Authorized Sewage Flow 833.6203 gpd Resider" commerciat: Sizing Criteria 5 Bedrooms 4589 Building Area Estimated Sewage Flow 600 gpd Site Evaluation by Jp # HSWT 3 NGVD Excavedon 72 inches Benchmark 8.2 ft System Type Mound Requires P.E.Design-MDCHDj Elevation of System from grade 30 inches Elevation of proposed site 8.2 ft Elevation of system in reference to benchmark Winches Loading rate 0.8 Drainfield Size 750 sq ft Configuration trench Unobstr.area 1125 sq ft Setbacks and Site Plan: Surface water 130 Type Ditches/swales welts Type (private>100feet-MDCHDj Foundation 5 ft Property Lines 5 ft Water lines 10 ft Ofl`site Features Engineered Design Approval Denial Comments: Reviewed by: Joseph Piverger CEHP# 07-9552 Date signature AP 1071379 5 Brms NE LT USABLE, r length width area 14525 1 14525 0 0 0 0 Total net usable area: 14525 sq.ft W 0.333448 acres AUTHORIZED SEWAEiE FLOW ESF 600 833.6203 gpd T 1350 DF 750 trench Un A 1125 BRUILDI Nfi AREA length width area Total Building Area: 4589 SQ. FT. 2201 1 2201 1 st F 1704 1 1704 2nd F BM 8.2 ft 684 1 684 Office 0 Site 8.2 ft 0 0 Site%BM 0 in 0 0 Sys%BM 30 in 0 0 W 3 f 0 0 W%Gr 62.4 in 0 0 BDF 5.7 0 0 Inv 6.2 0 0 Sys%Gr 30 0 0 Excavation 72 0 0 0 1`�•2�P � GOLF COURSE , 0, �•� sLT CONCRETE P B1 SEAWALL J MP TO REMAIN z . 4 STOR{� • ' Q Q? FLAT.GOOF REAR A U •0 LL) 04105 z in \ MAIN STRUCTURE r m °4 \ NEW P001 / REAR 0O°0 PATIO AND \ s / \ / UNDER NEW \ ♦ ```J SEPARA BOaT r \ ♦ PERMIT DOCK o• TI o , STORY HbUSE G #1009 NEW BOAT • 04 UFT (a)CAR A AGH�D 0 AGE . AG9 ' '�` � PLO •• , t SFOF Y. . DETACHED OFFIQE F,LAT ROB' p lt-e DETACHED STRUCTURE REAR SETBACK �pa NEW DRIVEWAY COMP.#3 20' WX3' T. GA \ EXSTING ASPHALT MAIN STRUCTURE DETACHED SETBACK E DRVEWAY TO BE REMOVED SIDE SETBACK i • EXISTING 4 HT 1°R'-7•P.L. CHAN LINK S.00'00'14"E. 1,30.61' r l-1 ♦ `I I III ♦ � - ♦ I ♦ I I�/ iii ♦�, .�j�I�, I� I. , ♦ BOAT DOCK ♦ .�► ♦ . <'� �I�I� I`� 1 : ,f• • • max. �j►� . ♦ ,o, I�I�� j��,�Irj�j�j.• �I,I�If `_�i►,�,�,�,I��,��1•,� i�,�,ter- <j Water and Sewer MIAMI-DADE PO Box 330316 *3575 S.Lejeune Road VERIFICATION FORM Miami,Florida 33233-0316 a EXPIRES ONE YEAR FROM DATE ON FORM T 305-665-7471 miamidade.gov ATLAS PAGE: D-7 INV* /4�r, A,( FORM#.- 201233087 DATE: 7/1012012 NAME OF OWNER: KODIER RESIDENCE PROPERTY ADDRESS: F*01C104 ST PROPOSED USAGE SFR PER PLANS NO. OF UNITS- I REPLACES: PREVIOUS SFR PER PS#91_14_850_04_8__ USAGE/NO. OF UNITS: PROPERTY LEGAL: FOLIO NUMBER: 1-2232-0i94-0-140 A GALLONS PER DAY INCREASE: PREVIOUS SQUARE FOOTAGE: PREVIOUS FLOW: 1,4931 W NEW CONSTRUCTION PROPOSED FLOW. If -3,2-01 PROPOSED SQUARE FOOTAGE: FQ*- ] ❑INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI-DARE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 4 INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY,(OR,IF"WILL HAVE-,UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT,(AGREEMENT ID# WA) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SUPPLY OR WITHDRAWAL. WATER TE 8 5w, I- , BY: SIGNATURE OF REPRES AUTHORIZED BY NEW BUSINESS COMMENTS: PASSING PRESSURE TEST PSI.62-CCS DUE WTR$139.0o VF$30.00 WTR — — TOTAL$259.00 ALL go.00 PLANS REVIEW COMMENTS: CRITERIA: F-1 THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY,(OR,IF'WILL HAVE",UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID#N)A). SUBJECT To PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENTS SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE:ONE HUNDRED[1001 GALLONS PER DAY INCREASE. BY: AUTHORIZED BY NEW BUSINESS COMMENTS: APPROVAL DATED:6/15/12#AP 1071379 PLANS REVIEW COMMENTS: CONTACT NAME: MAT�HEWRAISME_H Printed On:81212012 NB: Richard Robinson CONTACT PHONE- 10:14:35 AM PR: AUTHORIZED BY: �m r Accd1a Automation: ShowPayDetail40-T8108-D Page 1 of 1 OFFICIAL RECEIPT Receipt Number. 60315 Permitting, Environment and Regulatory Affairs Miami-Dade County-Florida For the amount of $210.00 Date: 08/02/2012 Received From: rci DESIGN AND CONSTRUCTION INC For Payment of 2012-DTM-PR-011501 DT-Municipal Plan Review-DERM ID#20120618133547321 Folio#11-2232- 029-0140 Payment Method Ref# Comment Amount Check 0694 2355 MAGNOLIA DRIVE $210.00 NORTH MIAMI, FL 33181 Javier Saavedra THIS RECEIPT NOT VALID UNLESS SIGNED BY AUTHORIZED EMPLOYEE OF DERM PAYMENT DETAILS P voice Original Applied No. Assessed Fees Fee Schedule-By Fee Amount Amount 233988 D069-Paving And Drainage CORE-JFDLLG $210.00 $210.00 Major Rev Total Paid: $210.00 Balance: $0.00 T8108-D Version 4.0 https://eeos.miamidade.gov:4432/operations/permit/index.cfm?FUSEACnON=ShowPayDetail4O... 8/2/2012 Department of Regulatory and Economic Resources Miami-Dade County Plan Review Summary Process Number: 2012061813354732 H FINAL CORE REVIEW DATE: 8/2/2012 OVERALL STATUS: Overall Approval , r. PROJECT DETAILS: CONTACT DETAILS: FOLIO: 11-2232-029-0140 NAME: MATTHEW RAISZADEH ADDRESS: 1009 NE 104 STREET MIAMI SHO EMAIL: PERMIT TYPE DESC.: PHONE#: 9548928289 NO DISAPPROVAL.CODES CD 413t ltd*° 1�= i-+ i-- a f•, 1 j h i..q,. 4 j. t TASK REVIEWED BY STATUS DATE STATUS Initial Core Review Julio Diaz 08/0212012 Specialty Reviews Not Required Comments: PERMIT FOR CONSTRUCTION OF 2-STORY 4,067 SF NEW SINGLE FAMILY RESIDENCE WITH DETACHED OFFICE. LOT SIZE 14,530 SF. GRANDFATHERED LOT(OK FOR SEPTIC TANK) LOT 15 BLOCK 1 PLATBOOK 44 PAGE 53. GENERATOR SHOWN ON PLANS IS LP GAS. DOH APPROVED PLANS.PERMIT#AP1071379 DATED 6/15/12 TREES SECTION APPROVED. FOR 231: REQUIRES MDWASD WATER VERIFICATION LETTER. FOR 311: REFER TO COASTAL SECTION COMMENTS. FOR 291: REFER TO PAVING AND DRAINAGE SECTION COMMENTS 7/2/12 PLANS RESUBMITTED FOR COSTAL AND PAVING AND DRAINAGE SECTION ONLY. COASTAL SECTION APPROVED. FOR 291: REFER TO PAVING AND DRAINAGE SECTION COMMENTS. FOR 231: PENDING MDWASD VERIFICATION LETTER. 7/6/12 ' PAVING AND DRAINAGE SECTION APPROVED. PLANS GIVEN TO MDWASD ON 719/12 8/2/12 ` MDWASD VERIFICATION LETTER SUBMITTED. FORM#201233887. 1NV#140620. READS DOES HAVE FOR WATER/DOES NOT HAVE FOR SEWERS. k COAST Review Jesus Delgado 07/03/2012 Approved Comments:A Class I Permit is required for any work in,on, over or upon tidal waters of Miami-Dade County. The required Class I Permit must be obtained prior to approval of the subject plans. No work requiring a Class I Permit is included in this approval. Prior to the commencement of any work requiring a Class I Permit as described above, please complete Class I Permit application process number CLI.2012-103. Please contact the Coastal Resources Section at 305-372-6575 if you have any questions;thanks. TREES Review Hilcia De la Cruz 06/22/2012 Approved Comments: No trees to be removed. A Miami-Dade County Tree Removal Permit is required prior to removal or relocation of trees. P D Review Amancio Villamil 07/06/2012 Approved Final Core Review Julio Diaz 08/02/2012 Overall Approval PLAN CONDITIONS: ; NO CONDITIONS 4s CnY i i � ~ " . � FEE CODE � -_- USER DATE UNIT TOTAL D"". Residential OepUo $/vuo a�enda|Pubk:---------- --- ----- �OD4 Re ----------------- ------ ' uuo�vva��enxoa JFOLL� O��2��1� 1 --'- - $GO]}U '~ OUGS Paving/��urmmm-------'------------ ------------ '~ gaMajor Rev JFOLLG �7YO8/2O----�------- -� - - - " /uzuu�/2 1 $21000 D107 T��om� --------- - - ------- ' nop�Rov<2OTnamm JPDLL� ----------------- -- - - - . -��- _ pu��&��2 1 �G5.00 Total -- -- - ------ ' - ----------------_ ' __ __ $405.00 FOR MORE INFORMATION PLEASE CONTACT: YOUR DERM CORE REVIEWER: OERM PERMITTING AND|NPE[TION CENTER, 11805EW 26 ST,786-315-2800 � /.� OERM OVERTOWN TRANSIT CENTER,7O1 NW`1 CT,305-372-688S -r Coastal: denncr@nm|amn/dmde'gov ` ^ EQOB' � eqcb@miamidade.gov Specialty Engineering Reviews ��dnain�g�, �amat d�^------' --~' /a'waste preoeannen� asbestos, paving Tree Permit applications: dermtreeprogram@miamidade.gov � Water Control: dermxwatencontu»|@miamidade.gmx Wetlands: Uennwetlands@nliamidade.gov ^� --+�~ ' | .', . . , -' '^ _ -~ _+ -`-r~ e e 0 a ,a.. „�,,� ��a y Miami Shores Y illage Building Department fiLORID� BY:-®®®®®m°eme °mG°®-° 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I(We)have been retained by f IJGto perform special inspector services under the Florida Building Code at the 4g2a Ao q'W 7 project on the below listed structures as of (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(84404.6.1.20) ; SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5A) SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(84408.5.2) SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) qd/ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(84405.9.12) ❑ SPECIAL INSPECTOR FOR Mote:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1. Ar R iflUU®-!;-, 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect, graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. 1,(we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village.building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are iii addition-to the mandatory inspections performed by the Department,Further,upon completion of the work under each Building Permit I WO submit'to the Building Inspector at the time of i final inspection the completed inspection log form and a seated statement indicating that to the best of my knowledge,belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer/Arc "t Name m �r 01W fr��3 Q%AJ '1 Address 1'1 DATE: -�I--a4/Z Phone No. (�Qo (i� ,�a:-7 4-&-7 -z— Created on 6/10/2009 1 AR MUNOZ,PE PROJECT: 5/18/2012 LORiDA L1C 50059 b ✓ RODIER RESIDENCE W 6623 N 973 LN,MIAMI FL I S f, d� 1009 NE 104 STREET (305)827-4672 MIAMI SHORES, Fl- REINFORCED MASONRY WORKING STRESS MASONRY WALLS Building Information Wail Height/Story= 12 ft Wind Tributary Width= 17 ft Wind Tributary Area= 204 SF Wall Thickness= 8 in t 7.625 in d= 3.813 in Axial Load/ft= 800 pif Heighttr ratio= 65.2 < 99 Ridge Height hr= 8 ft Eave Height he= 7.75 ft Building Length L 81 ft Building Width B 34 ft Roof Slope O= FLAT Mean Roof Height,mrh= 8 ft Comer Distance(edge strip), a=Max[Min(0.1 B4O.1 L),3]= 3.4 ft Wind Information ASCE 7-10 Wind Velocity mph 175 Exposure Category C Enclosure Enclosed/Partially Enclosed Risk Category 2 Importance Factor= 1.0 Internal Pressure Coeff. = t 0.18 Press Coeff at Z ft, Kz= 0.85 Topographic Factor Kzt= 1.0 Directionality Factor Kd= 0.85 Vel Pressure at Height Z ft= qh=0.00256 Kz Kzt Kd V2 psf= 56.64 psf Zone 4 GCP 0.87 Zone 4 Negative Wind Pressure= -59.40 psf Zone 5 GCP 0 Zone 5 Negative Wind Pressure= -63.30 psf Applied Wind Moment at Wall Section in Zone 4, M= 1,069 lb-ft/ft Applied Wind Moment at Wall Section in Zone 5, M= 1,139 lb-ft/ft Materials & Section Properties fm= 1,800 psi Em=900fm= 1,620 ksi Fm=0.33fm= 600 psi Es= 29,000 ksi n=Es/Em= 18 fy= 60,000 psi Fs=0.4 fy= 24,000 psi r= 2.2 Reinforced Walls h/r= 65 < 99 Fa= 0.25.fm.[l-[h/(140.r)y] = 449 psi fa= 8.7 psi As= M Fs.j.d Where As= 0.1541 sq in/ft for Zone 4,assuming J'= 0.91 and As= 0.1642 sq in/ft for Zone 5 Try one#8@ 48 in oc = 0.1975 sq in > 0.1541 sq-in/ft OK for Zone 4 Try one#8 @ 48 in oc = 0.1975 sq-in > 0.1642 sq-in/ft OK for Zone 5 for Zone 4 p = 0.0043 pn = 0.0773 k= 0.3234 j= 0.8922 fb= 2.M = 509.82 psi check fa + fb = $.7 + 510 = 0.8692 j.k.b.d2 Fa Fb 449 600 0.8692 < 1.00 OK Use#8 @ 48 In o.c.Vertical Reinforcement in Zone 4 for Zone 5 p = 0.0043 pn = 0.0773 k= 0.3234 j= 0.8922 fb__ 2.M = 543.23 psi check fe + fb = 8.7 + 543 = 0.9248 j.k.b.d2 Fa Fb 449 600 0.9248 < 1.00 OK Use#8 @ 48 in o.c.Vertical Reinforcement in Zone 6 a [NFPUT GAR MUNOZ,P.E. - - - — PROJECT RODIER RESIDENCE PAGE: T SULTING ENGINEE CLIENT ��; � DESIGN BY. " JOB NO. DATE: ti12612012 REVIEW BY d'Footing Design Based on ACI 318-08 FOOTING FOR GIRDER DATA _ DESIGN SUMMARY LUMN WIDTH c, : in FOOTING WIDTH B = 4.00 It LUMN DEPTH ca = 4 12- �in FOOTING LENGTH L = 4.00 It E PLATE WIDTH b, _ 12 ,loin FOOTING THICKNESS T = 24 in SE PLATE DEPTH b, = E 12 in LONGITUDINAL REINF. 4 # 5 @ 14 in o.c. DOTING CONCRETE STRENGTH o = f'„ 3 "'Asi TRANSVERSE REINF. 4 # 5 @ 14 in o.c. BAR YIELD STRESS fy = 60 ksl �H kXIAL DEAD LOAD Pa = ;", 5 k kXIAL LIVE LOAD Pu = 6 fk TERAL LOAD(0=WIND,1=SEISMIC) = G Wlnd,ASD IND AXIAL LOAD Piny = dK ASD d URCHARGE GIs = yy 0 ksf I SOIL WEIGHT K'8 = 0.11; gkaf DOTING EMBEDMENT DEPTH Dr = �; 2 "�ft 4° DOTING THICKNESS T = 24 in c LOW SOIL PRESSURE Q. = 2 DOTING WIDTH B = 4 lft DOTING LENGTH L = 4 .ift CO a OTTOM REINFORCING # i '_5 b, THE PAD DESIGN IS ADEQUATE. L ALYSIS ESIGN LOADS(IBC SECA605.3.2&ACI 318-02 SEC.9.2.1) ASE 1: DL+LL P = 11 kips 1.2 DL+1.6 LL Pu = 16 kips �ASE DL+LL+1.3W P = 2 kips 12OL+LL+1.6W PU = 1 kips ASE 3: DL+LL+0.65 W P = 6 kips 0.9 DL+1.6 W Pu = -7 kips HECK SOIL BEARING CAPACITY(ACI 318-02 SEC.15.22) P CASE 1 CASE 2 CASE 3 q„m= BL q (0.15 AT = 0.77ksf, 0.20ksf, 0.48 ksf q mAx < k Q a, [Satisfactory] where k=1 for grovity loads,4/3 for lateral loads. DESIGN FOR FLEXURE(ACI 318-02 SEC.15A.2,10.2,10.5.4,7.12.2,12.2,&12.5) 0.85f,1- M. P= 6 83bd fc �pmw =QZ(W6,fc 87 M �0.001>d ,3p f y f y �iy a J 1 LONGITUDINAL TRANSVERSE d 20.69 20.38 b 48 48 cl,4 U 0.98 0.98 Mu 4.39 4.39 p 0.000 0.000 pm1n 0.000 0.000 As 0.06 0.06 RegD 1 # 5 1 # 5 Max Spacing 18 in o.c. 18 in o.c. USE 4 # 5 @ 14 in ox, 4 # 5 @ 14 in o.c. P. 0.016 0.016 Check ppmd<p ct [Satisfactory] � I (confd) HECK FLEXURE SHEAR(ACI 318-02 SEC.9.32.3,15.52,11.1.3.1,811.3) 0 Vn= 2 ba fic LONGITUDINAL TRANSVERSE V. -0.87 -077 $ 0.75 0.75 OVn 81.6 80.4 Check V.,1:OVn Sadsfacto (Satisfactory) HECK PUNCHING SHEAR(ACI 318-02 SEC.15.5.2,11.12.1.2,11.12.6,813.5.3.2) 0 V n=(2 FA p = 438.99 kips where $ = 0.75 (ACI 318-02,Secdlon 9.3.2.3) P, = ratio of long side to short side of concentrated load = 1.00 bo = cr+c2+b,+b2+4d = 130.1 in A, = bo d = 2671.6 inz y = MIN(2, 4/p., 40d/bo) = 2.01 Vu'F'u,max L 1 BL(N Z c� d+ b,,2 d+ + 8.4� It-klps � O V. [Sadsfad M J JJJ EDGAR MUNOZ,P.E. PROIRCT: 5/25/2012 FLORIDA LIC No 50051 RODIER RESIDENCE 6623 NW 173 LN,MIAMI FLORIDA 1009 NE 104 STREET, MIAMI SHORES FL. (305)827-4672 DETACHED OFFICE BUILDING CALCULATIONS. WALL FOOTINGS D= 15 psf x 12 ft+14 ft x 80 psf= 1,300 plf Lr= 30 psf x 12 ft = 360 plf Soil Bearing Capacity= 2,000 psf Depth of the top of footing from grade 2 ft fy= 60 ksi fc= 3 ksi Unit weight of soil= 110 pcf Unit weight of concrete= 150 pcf t= 12 inches d= 12-3-0.5/2= 8.75 in weight of soil above footing= 2 x 110= 220 psf Allowable soil bearing capacity= q(all)=2,000-150-220= 1630 Required width od footing= B=(D+L)/q(all)= 1660/1630=1.02' Use 16" U=1.2D+1.6L=1,560+576=2,136# qs=2,136/1.33=1,606 psf SHEAR STRENGTH Vu=(12-8.75)/12 qs=435 plf Vc=2 sgroot(fc)b d=11,502 plf phi Vc=0.8S x 11,502=9,777 plf>435 plf OK FLEXURAL REINFORCEMENT Using s min=0.0018 As=s min xb d=0.0018 x 12 x 8.75=0.189 si USE 12"x 16" FOOTING W/2#5 BARS LONGITUDINAL AND 1#5 REBAR TRANSVERSAL @ 24"oc l EDGAR MUNOZ, P.E. 5/22/2012 CONSULTING ENGINEER , 6623 NW 173 LANE, MIAMI FL (305) 827-4672 WIND PRESSURE AGAINST WINDOWS AND DOORS (per ASCE 7-10) 1009 NE 104 STREET EXPOSURE"C';CATEGORY II;C.&C. ROOF SLOPE: y/x= 0.01 h= 24.00 ft s= 25.00 CONSTANTS: Kd= 0.85 Kit= 1.00 V= 175.00 1= 1.00 CALC.FACTORS: 0=tan- y/x= 0.57 ° hZ=h+y/x(s/4) = 24.06 ft KZ=0.48 (hjzly''= 0.94 (If the calculated KZ<0.85,then the default KZ=0.85 will be inserted in equation qZ below) qz=0.00256 (Kj(Kt)&) (V) = 62.49 psf FORMULAS: For Zones 4&5 (+): GCpj = 1.1766-0.1766 (log AREA) For Zone 4(-): GCp2=-1.2766+0.1766 (log AREA) For Zone 5 (-): GCp3=-1.7532+0.3532 (log AREA) GCpj=t0.18 p=qz(GCp- (0.18)) MARK AREA** qZ Zone 4&5 (+) Zone 4 (-) Zone 5 (-) (S.F.) (P.S.F.) GCpj GCpj +0.18 p4&p5 (+) GCp2 GCp2-0.18 p4 (-) GCp3 GCp3-0.18 p5 (-) WIND'W 32.00 62.49 0.91 1.09 68.16 -1.01 -1.19 -74.41 -1.22 -1.40 -87.58 WIND"B" 24.00 62.49 0.93 -1.11 69.54 -1.03 -1.21 -75.79 -1.27 -1.45 -90.34 WIND"C" 9.00 62.49 1.00 1.18 73.73 -1.10 -1.28 -79.98 -1.40 -1.58 -98.73 WIND"D" 26.00 62.49 0.93 1.1 1 69.15 -1.03 -1.21 -75.40 -1.25 -1.43 -89.57 __...._ _ ,...,_ �� .,_ WIND"J" 26.00 62.49 0.93 1.11 69.15 -1.03 -1.21 -75.40 -1.25 -1.43 -89.57 DOOR 1 24.00 62.49 0.93 1.11 _ 69.54 -1.03 -1.21 w -75.79 -1.27 -1.45 -90.34 DOOR 2 1 24.00 1 62.49 0.93 1.11 69.54 -1.03 -1.21 -75.79 -1.27 -1.45 -90.34 e values in e a e are da-lHulated using = or areas ess an an = or areas grea er an . d EDGAR MU Z, P.E AI 7 �'2�J Z- PROn-CT: DATE. il CONSULTING PAGE No OF (305) 327-4672,PL LTC 50051 �� 6623 NW 173 LN,_MIAMI-33015 `400 , om a a r m¢ } 3 ? x € b o a i YZ 3 a , yajy L AL v r < i ! a f � f ...........a. — = d F ; ' e 2 = a -� < 3 M < < a _rvM < a _ a - 4 EE 3 e 3 y Y = < _ sg 3 y f • < { a d 5—. . { i a g i v i + p r • z T a �k• _.._. EDGAR MUNOZ, P.E. PROJECT: 512212012 FLORIDA LIC 50051 RODIER RESIDENCE 6623 NW 173 LANE 1009 NE 104 STREET MIAMI, FLORIDA 33015 (305)827-4672 MIAMI SHORES, FL CONCRETE BEAM "132" COMPUTATIONS LOADS Live Load per If 300 plf Dead Load per If 800 plf + 200 plf(Self) = 1,000 plf TOTAL FACTORED LOAD: W= 1.2D+ 1.61-= 1,680 plf SPAN 23 ft SIMPLE SUPPORTED MOMENTS: MAX POSITIVE MOMENT 111.1 ft-kip SHEAR MAX SHEAR 19.3 kips Assuming a 8 inches by 24 inches with # 7 Bars Reinforcement #3 Stirrups and 2 inches cover to the main flexural reinforcement Max number of# 7 bars= 3 Min number of# 7 bars= 2 Flexure: d= 22 inches As= 1.2624 sq-in required for Positive Moment Provide 3 # 7 Bars= 1.8 at Bottom Provide 3 # 7 Bars= 1.8 Top Reinforcement Shear: Vu at face of support 18.5 kips Vu at d from support face 15.1 kips (OVc +OVs )max 126.7 kips 0Vc 16.7 kips OW12 8.4 kips OVs req. -1.6 kips Stirrups provided #3 at 12 in c.c USE : 8 by 24 inches Beam with 3 # 7 at Bottom and 3 # 7 top reinforcement With #3 Stirrups at 10 inches c.c. 1 ' EDGAR MUNOZ, P.E. PROJECT: 5122/2012 FLORIDA LIC 50051 RODIER RESIDENCE 6623 NW 173 LANE 1009 NE 104 STREET MIAMI, FLORIDA 33015 (305)827-4672 MIAMI SHORES, FL CONCRETE BEAM "133" COMPUTATIONS LOADS Live Load per If 300 plf Dead Load per If 196 plf + 100 plf(Self) = 296 plf TOTAL FACTORED LOAD: W= 1.21)+ 1.61-= 835 plf SPAN 23 ft SIMPLE SUPPORTED MOMENTS: MAX POSITIVE MOMENT 55.2 ft-kip SHEAR MAX SHEAR 9.6 kips Assuming a 8 inches by 12 inches with # 6 Bars Reinforcement #3 Stirrups and 2 inches cover to the main flexural reinforcement Max number of# 6 bars= 3 Min number of# 6 bars= 2 Flexure: d= 10 inches As= 1.3807 sq-in required for Positive Moment Provide 2 # 6 Bars= 0.9 at Bottom Provide 2 # 6 Bars= 0.9 Top Reinforcement Shear: Vu at face of support 9.2 kips Vu at d from support face 7.5 kips (OVc +OVs )max 57.6 kips 0Vc 7.6 kips OW/2 3.8 kips !?CVs req. -0.1 kips Stirrups provided #3 at 12 in c.c USE : 8 by 12 inches Beam with 2 # 6 at Bottom and 2 # 6 top reinforcement With #3 Stirrups at 10 inches c.c. EDGAR MUNOZ, P.E. PROJECT: 5/22/2012 FLORIDA LIC 50051 RODIER RESIDENCE 6623 NW 173 LANE 1009 NE 104 STREET MIAMI, FLORIDA 33015 (305)827-4672 MIAMI SHORES, FL CONCRETE BEAM "134" COMPUTATIONS LOADS Live Load per If 300 plf Dead Load per If 196 plf + 200 plf(Self) = 396 plf TOTAL FACTORED LOAD: W= 1.2D+ 1.61-= 955 plf SPAN 15 ft SIMPLE SUPPORTED MOMENTS: MAX POSITIVE MOMENT 25.1 ft-kip SHEAR MAX SHEAR 6.9 kips Assuming a 8 inches by 24 inches with # 6 Bars Reinforcement #3 Stirrups and 2 inches cover to the main flexural reinforcement Max number of# 6 bars= 3 Min number of# 6 bars= 2 Flexure: d= 22 inches As= 0.2853 sq-in required for Positive Moment Provide 2 # 6 Bars= 0.9 at Bottom Provide 2 # 6 Bars= 0.9 Top Reinforcement Shear: Vu at face of support 6.4 kips Vu at d from support face 4.5 kips (OVc +OVs )max 126.7 kips OVc 16.7 kips OVc/2 8.4 kips OVs req. -12.2 kips Stirrups provided #3 at 12 in c.c USE : 8 by 24 inches Beam with 2 # 6 at Bottom and 2 # 6 top reinforcement With #3 Stirrups at 12 inches c.c. EDGAR MUNOZ, P.E. PROJECT: 5/22/2012 FLORIDA LIC 50051 RODIER RESIDENCE 6623 NW 173 LANE 1009 NE 104 STREET MIAMI, FLORIDA 33015 (305)827-4672 MIAMI SHORES, FL CONCRETE BEAM "135" COMPUTATIONS LOADS Live Load per If 300 plf Dead Load per If 220 plf + 200 plf(Self) = 420 plf TOTAL FACTORED LOAD: W= 1.2D+ 1.61-= 984 plf SPAN 15 ft SIMPLE SUPPORTED MOMENTS: MAX POSITIVE MOMENT 25.9 ft-kip SHEAR MAX SHEAR 7.1 kips Assuming a 8 inches by 24 inches with # 6 Bars Reinforcement #3 Stirrups and 2 inches cover to the main flexural reinforcement Max number of# 6 bars= 3 Min number of# 6 bars= 2 Flexure: d= 22 inches As= 0.2939 sq-in required for Positive Moment Provide 2 # 6 Bars= 0.9 at Bottom Provide 2 # 6 Bars= 0.9 Top Reinforcement Shear: Vu at face of support 6.6 kips Vu at d from support face 4.7 kips (0Vc +OVs max 126.7 kips WVc 16.7 kips OVc/2 8.4 kips OVs req. -12.0 kips Stirrups provided #3 at 12 in c.c USE : 8 by 24 inches Beam with 2 # 6 at Bottom and 2 # 6 top reinforcement With #3 Stirrups at 12 inches c.c. EDGAR MUNOZ, P.E. PROJECT: 5122/2012 FLORIDA LIC 50051 RODIER RESIDENCE 6623 NW 173 LANE 1009 NE 104 STREET MIAMI, FLORIDA 33015 (305)827-4672 MIAMI SHORES, FL CONCRETE BEAM "137" COMPUTATIONS LOADS Live Load per If 300 plf Dead Load per If 196 plf + 133.3 plf(Self) = 329 plf TOTAL FACTORED LOAD: W= 1.2D+ 1.61-= 875 plf SPAN 7 ft SIMPLE SUPPORTED MOMENTS: MAX POSITIVE MOMENT 5.4 ft-kip SHEAR MAX SHEAR 3.1 kips Assuming a 8 inches by 16 inches with # 6 Bars Reinforcement #3 Stirrups and 2 inches cover to the main flexural reinforcement Max number of# 6 bars= 3 Min number of# 6 bars= 2 Flexure: d= 14 inches As= 0.0957 sq-in required for Positive Moment Provide 2 # 6 Bars= 0.9 at Bottom Provide 2 # 6 Bars= 0.9 Top Reinforcement Shear: Vu at face of support 2.6 kips Vu at d from support face 0.9 kips (OVc +OVs )Max 80.6 kips 0Vc 10.6 kips OVc/2 5.4 kips OVs req. -9.8 kips Stirrups provided #3 at 12 in c.c USE : 8 by 16 inches Beam with 2 # 6 at Bottom and 2 # 6 top reinforcement With #3 Stirrups at 12 inches c.c. EDGAR MUNOZ,P.E. PROJECT: 5/25/2012 FLORIDA L.IC 50051 RODIER RESIDENCE 6623 NW 173 LANE 1009 NE 104 STREET MIAMI,FLORIDA 33015 (305)627„4872 MIAMI SHORES, FL DETACHED OFFICE CONCRETE BEAM COMPUTATION LOADS Live Load per if 360 pif Dead Load per If 196 pif + 133.33 pif(Self) = 329 pif TOTAL FACTORED LOAD: W=1.2D+1.61-= 971 pif SPAN 7 ft SIMPLE SUPPORTED MOMENTS. MAX POSITIVE MOMENT 5.9 ft-Idp SHEAR MAX SHEAR 3.4 kips Assuming a 8 inches by 16 inches with # 6 Bars Reinforcement #3 Stirrups and 2 inches cover to the main flexural reinforcement Max number of# 6 bars= 3 Min number of# 6 bars= 2 Flexure:d= 14 inches As= 0.1062 sq-in required for Positive Moment Provide 2 # 6 Bars= 0.88 at Bottom Provide 2 # 6 Bars= 0.88 Top Reinforcement Shear. Vu at face of support 2.9 Idps Vu at d from support face 1,0 kips (ovc +0Vs )Max 80.6 kips 0Vc 10.6 IdPs OVcf2 5.4 kips @Vs req. -9.7 kips Stirrups provided #3 at 12 in c.c USE 8 by 16 inches Beam with 2 # 6 at Bottom and 2 # 6 top reinforcement With #3 Stirrups at 12 inches c.c. EDGAR MUN04 P.E. CONSULTING ENGINEER PROJECT: Rodier Residence FLORIDA LIC 50051 1009 NE 104 Street,Miami Shores (305)827-4672 DATE: 18-May-12 ,A . , ......, 00 FOOTING F3 INPUT DATA DESIGN SUMMARY COLUMN WIDTH c, = 24 in FOOTING WIDTH B = 5.50 ft COLUMN DEPTH c2 = 24 in FOOTING LENGTH L = 5.50 ft FOOTING CONCRETE STRENGTH fc = 2.5 ksi FOOTING THICKNESS T = 24 in REBAR YIELD STRESS fy = 60 ksi LONGITUDINAL REINF. 5 # 5 @ 15 in o.c. AXIAL DEAD LOAD Poi, = 17 k TRANSVERSE REINF. 5 # 5 @ 15 in o.c. AXIAL LIVE LOAD Pu = 35 k WIND AXIAL LOAD PT = -0.5 k,SD SURCHARGE qe = 0 ksf SOIL WEIGHT we = 0.11 kcf FOOTING EMBEDMENT DEPTH Df = 2 It FOOTING THICKNESS T = 24 in ALLOW SOIL PRESSURE Qe = 2 ksf FOOTING WIDTH B = 5.5 It FOOTING LENGTH L = 5.5 ft BOTTOM REINFORCING # 5 THE PAD DESIGN IS ADEQUATE. ANALYSIS DESIGN LOADS(IBC SEC.1605.3.2&ACI 318-05 SEC.9.2.1) CASE 1: DL+LL P = 52 kips 1.2 DL+1.6 LL Pu = 76 kips CASE 2: DL+LL+1.3 W P = 51 kips 1.2 DL+LL+1.6 W Pu = 55 kips CASE 3: DL+LL+0.65 W P = 52 kips 0.9 DL+1.6 W Pu = 15 kips CHECK SOIL BEARING CAPACITY(ACI 318-05 SEC.15.2.2) CASE 1 CASE 2 CASE 3 1.80 ksf, 1.78 ksf, 1.79 ksf Q mAx < k Q,,, [Sausfactory] where k=1 for gravity loads,413 for lateral loads. DESIGN FOR FLEXURE(ACI 318-05 SEC.15.4.2,10.2,10.3.5,10.5.4,7.12.2,12.2,&12.5) LONGITUDINAL TRANSVERSE d 20.69 20.38 b 66 66 q u,mm 2.53 2.53 Mu 33.55 6.95 P 0.0003 0.00006 pm1n 0.0004 0.00008 As 0.48 0.101 ReqD 2 # 5 1 # 5 Max.Spacing 18 in ox. 18 in o.c. USE 5 # 5 @ 15 in ox. 5 # 5 @ 15 in ox. pmu 0.013 0.013 Check pprod<pm [Satisfactory) [Satisfactory) i EDGAR MUN04 P.E. CONSULTING ENGINEER PROJECT: Rodier Residence FLORIDA LIC 50051 1009 NE 104 Street,Miami Shores (308)827.4672 DATE: 18-May-12 a...,,,. F-u . ..: FOOTING F5 ... INPUT DATA DESIGN SUMMARY COLUMN WIDTH c, = 24 in FOOTING WIDTH B = 4.50 ft COLUMN DEPTH c2 = 24 in FOOTING LENGTH L = 4.50 ft FOOTING CONCRETE STRENGTH = 2.5 ksi FOOTING THICKNESS T = 24 in REBAR YIELD STRESS fy = 60 ksi LONGITUDINAL REINF. 4 # 5 @ 16 in o.c. AXIAL DEAD LOAD Pa, = 12 k TRANSVERSE REINF. 4 # 5 @ 16 in o.c. AXIAL LIVE LOAD P, = 22 k WIND AXIAL LOAD PLAT = -0.5 k,SD SURCHARGE qa = 0 ksf SOIL WEIGHT W. = 0.11 kcf FOOTING EMBEDMENT DEPTH Df = 2 It FOOTING THICKNESS T = 24 in ALLOW SOIL PRESSURE Oa = 2 ksf FOOTING WIDTH B = 4.5 ft FOOTING LENGTH L = 4.5 ft BOTTOM REINFORCING # 5 THE PAD DESIGN IS ADEQUATE. ANALYSIS DESIGN LOADS(IBC SEC.1605.3.2&ACI 318-05 SEC.9.2.1) CASE 1: DL+LL P = 34 kips 1.2 DL+1.6 LL Pu = 50 kips CASE 2: DL+LL+1.3 W P = 33 kips 1.2 DL+LL+1.6 W Pu = 36 kips CASE 3: DL+LL+0.65 W P = 34 kips 0.9 DL+1.6 W Pu = 10 kips CHECK SOIL BEARING CAPACITY(ACI 318-05 SEC.15.2.2) CASE 1 CASE 2 CASE 3 1.76 ksf, 1.73 ksf, 1.74 ksf q rani < k Q a, [Satisfactory] where k=1 for gravity loads,413 for lateral loads. DESIGN FOR FLEXURE(ACI 318-05 SEC.15.4.2,10.2,10.3.5,10.5.4,7.12.2,12.2,&12.5) LONGITUDINAL TRANSVERSE d 20.69 20.38 b 54 54 q u,m 2.45 2.45 Mu 15.89 1.36 P 0.0002 0.00001 Amin 0.0002 0.00002 A. 0.23 0.020 ReqD 1 # 5 1 # 5 Max Spacing 18 in o.c. 18 in o.c. USE 4 # 5 @ 16 in o.c. 4 # 5 @ 16 in o.c. Pmax 0.013 0.013 Check p <Pmax [Satisfactory] [Satisfactory] EDGAR MUNOZ, PE PROJECT: FLORIDA LIC 50051 RODIER RESIDENC1009 NE 104 STREET 6623 NW 173 LN, MIAMI FL MIAMI SHORES, FLORIDA (305) 827-4672 FENCE WALL AT PROPERTY LINE Input Data: Exposure Category = C Category = II Importance Factor 1 = 1.00 Basic Wind Speed V = 175 mph Topographic Factor Kzt = 1.00 Directionality Factor Kd = 0.85 Wall Height h = 5 ft Area per Linear Foot 1 x 72 in Velocity Pressure: qh = 0.00256 Kz Kzt Kd V2 I psf= 44.89 psf Where qh = Velocity Pressure at Height H in psf Wind Force: F= ghxGxCfxA= 373.935 Ibs Where Cf= 1.4 G = 0.85 A= 7 sf/If Passive Soil Pressure: H = kp x W x h2/2= 1,089.7 Where kp= 3.487 for 0 = 330 40' W= 100 pcf h = 2.5 ft Overturning Moment OTM: OTM = 373.93 plf x 5.67 ft= 2,120.2 #-ft/If 150% of OTM = 3,180.3 #-ft/lf Resisting Moment RM: RM = Soil = (36-10)/12 x 1 ft x 1 ft x 100 pcf x 12 in/12= 216.7 #-ft/If Wall = 70 psf x 8 ft x 1 ft x 12/12 = 560.0 #-ft/If Footing = 36/12 x 18/12 x 150 pcf x 12/12= 675.0 #-ft/If Soil Pressure = 1,089.7 x 2.5/3 = 908.1 #-ft/If 2 #-ft/If 2,359.7 > 3,180.3 OK EDGAR MUN04 P.E. PROJECT: 5/30/2012 CONSULTING ENGINEER RODIER RESIDENCE FL LIC No 50051 1009 NE 104 STREET%MIAMI SHORES,FLORIDA 6623 NW 173 LN,MIAMI FL (305)827-4672 ' WIND PRESSURE FOR FLAT ROOF (per ASCE 7-10) REVISED UPLIFT FOR DETACHED OFFICE FLAT ROOF EXPOSURE"C';CATEGORY U;C.&C. ROOF SLOPE: y/x= 0.01 h- 12.00 s= 20.00 RISK CATEGORY: it CONSTANTS: Kd° 0.85 K2- 1.00 V= 175.00 CALC.FACTORS: 8=tan'Y/x= 0.57 ° h,°h+y/x(s/4)= 12.05 ft K.=0.48(h,21"- 0.81 (If the calculated K.<0.85,then the default K.=0.65 will be Insetted In equation qz below) q,=0.00256(Q(K.J(Kd)W)° 56.64 psf FORMULAS: For Zones 1,2&3(+): GCp=0.7000-0.2000(log AREA) FORMULAS ARE TAKEN FROM FIG 30.4-2A For Zone 1(-r GCpt=-1.0000+0.1000(log AREA) FOR ROOF SLOPE<3°,PER NOTE 5 OF FIG 30A-5A For Zone 2(-): GCP2=-2.2000+0.5006(log AREA) For Zone 3(-): GCp3=-3 2000+0.6000(log AREA) GCpj=30.18 P°q.(GCP-(0.18)) MARK AREA°• % Zone 1,2&3(+) Zone 1(-) Zone 2(•) Zone 3(-) (S.F.) (P.S.F.) GCP GCp+0.18 p1,2,3(+) GCpj GCpj-0-18 pi(.) GCp2 GCp3.0.18 p2(.) GCP3 GCP3-0.18 p3(.) n 56.00 56.64 0.35 0.53 30.04 •0.83 -1.01 -56.94 -1.33 -1.51 -85.30 -215 -233 -85.30 10 S AREAS 500.The values In the table am calculated using AREA-10 for areas less than 10,and AREA=100 for areas greater than 100. a=3 ft 2a=6 ft in zone 2 with P=-85.30 psf tributary width=2 ft U2 a-86.3 x 6 x 2=-1,024# L=20.83 ft 20.83 ft-6 ft=14.83 It In zone 1 with P=-56.94 psf U1=-56.94 x 14.83 ft x 2 ft=-1,669# U=U1+U2=2,693# Uplift at each end=2,693#/2=1,347# Truss tributary Area:20.83'x 2'=41.66 sq ft; D+Lr=45# Gravity Load per Truss-41.68 sf x 45 psf=1874# Gravity Load at each end=1874#/2 =937# EDGAR MUNOZ,P.E. PROJECT: 5/25/2012 CONSULTING ENGINEER RODIER RESIDENCE FL LIC No 50051 1009 NE 104 STREE"RMIAMI SHORES,FLORIDA 6623 NW 173 LN,MIAMI FL (305)827-4672 WIND PRESSURE FOR FLAT ROOF <3* (oer ASCE 7-101 REVISED UPLIFT FOR GARAGE FLAT ROOF EXPOSURE"C;CATEGORY 11;C.&C. ROOF SLOPE: y/x= 0.01 h= 24.00 S= 25.00 RISK CATEGORY: It CONSTANTS: Kd= 0.85 Kn= 1.00 V= 175.00 CALC.FACTORS: 8=tan's y/x= 0.57 ° hz=h+y/x(s/4)= 24.06 ft Kz=0.48(hjw4= 0.94 (If the calculated Kz<0.85,then the default K.=0.85 will be Inserted In equation qz below) qz=0.00256(Kj(Kzj(Kd)N2)= 62.49 psf FORMULAS: For Zones 1,2&3(+): GCp=0.7000-0.2000(log AREA) 1FORMULAS ARE TAKEN FROM FIG 30.4-2A For Zone I(-): GCp1 =-1.0000+0.1000(log AREA) I FOR ROOF SLOPE<3°,PER NOTE 5 OF FIG 30.4-5A For Zone 2(-): GCp2=-2.2000+0.5000(log AREA) For Zone 3(-): GCp3=-3.2000+0.6000(log AREA) GCpi=t0.18 p=qz(GCp-(0.18)) MARK AREA** qz Zone 1,2&3(+) Zone 1 (-J Zone 2(-) Zone 3(-) (S.F.) (P.S.F.) GCp P+ • p1,2,3(+) GCpi I GCpi-0.181 P (-) GCp2 GCp2- .18 p2(-) GCp3 ?fp3-0-18 p3(-1 T1 56.00 62.49 0.35 0.53 33.14 -0.83 1 -1.01 1 -62.81 -1.33 1 -1.51 1 -94.10 -2.15 -2.33 -94.10 **10 s AREA 5 500. The values in the table are calculated using AREA=10 for areas less than 10,and AREA=100 for areas greater than 100. a=4.8 ft 2a=9.6 it in zone 2 with P=-94.10 psf tributary area=2 ft U2=-94 x 9.6 x 2=-1,805# L=22 ft 22 it-9.6 ft=12.4 ft in zone 1 with P=-62.81 psf U1=-62.8 x 12.4 ft x 2 it=-1,557# U=U1 +U2=3,362# Uplift at each end=3,362#/2=1,681 # i S GEOTECHNTCAL TESTING LABORATORIES ENVIRONMENTAL " ' DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS �� ROOFING DYNATECH ENGINEERING CORP. . 'f °t Miami, October 27, 2011 g >� Mr. Mark Campbell � � "; MARK CAMPBELL ARCHITECT F V 373 North East 92°d Street MW Miami Shores, FL 33138a r Re: Proposed Structures @ 1009 NE 104t'Street Miami Shores,FL 33138 Dear Mr. Campbell: Pursuant to your request,DYNATECH ENGINEERING CORP.(D.E.C.)completed a Subsoil Investigation on October 27,2011 at the above referenced project. The pose of our investigation was to help determine the subsoil conditions relative to foundation design of the proposed structures. I,I A total of(3)standard penetration boring tests were performed according to ASTM-D 1586 down to an average depth of 25' below existing ground surface at the locations shown on the attached sketch only. The following ah was developed g g p as a general p g ral condition for the subject site: (Soil conditions are not homogenous;refer to field g boring logs for exact locations and soil description): Dew From To Description 0'-0" 0'-6" Topsoil and grass 0'-6" 1'-0" Brown sand 1'-0" 2'-0" Brown sand w/organics 2'-0" 3'-6" Black mucky sand 3'-6" 5'-0" Tan medium sand 51-011 25'-0" Tan sandy limerock Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 5'-0"below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activities in the area. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall make sure that groundwater levels on adjacent properties are not affected due to the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. 750 West 84 Street, Hialeah, FL 33014-3618® hone: (305) 828-7499 o Fax: (305) 828-9598 E-Mail: Dynatech @Bellsouth.net Printed on ReWded Paper Page No. 2 1009 NE 104'' Street, Miami Shores, FL Based on our understanding of the proposed structure and our field boring logs; the following are our recommendations for foundations design. A- Excavate the entire construction areas plus 5 feet outside perimeter of all topsoil, black sand with organics grass and tree stumps and construction debris down to clean granular material wherever encountered an average depth of 3'-6"below existing land surface(see field boring logs). Please note that the top clean fill can be reused for backfilling. B- Compact all construction areas with a heavy self propelled roller to a minimum of 95%of ASTM D- 1557 but not less than 10 passes in each direction. C- Backfill construction areas to required elevation using clean granular material placed in lifts not to exceed 12 inches in thickness and compact as indicated in items B. Excavate footing areas only to proper depth and recompact using hand held equipment as indicated above. D- Care should be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case,the compacted layer should not exceed 6 inches in thickness. E- All construction fill material shall be clean granular soil,free of organics or other deleterious material, and shall contain no more than five percent fines passing a U.S. standard No.200 sieve. (Classified as SW/GW). No particle size shall be greater than 3 inches. Fill material below the water table shall consist of washed gravel (ie; FDOT No. 57 stone or equivalent)unless dewatering is employed. F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material and in each footing pad. G- Representative samples of the on-site and proposed fill material shall be collected and tested to determine the classification and compaction characteristics. H- All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida Building Code. I- In the event of existing structures,existing footings or proposed drainage lines,provisions shall be made by the structural engineer and site contractor to protect all footings from undermining and exposure.The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The above foundation recommendations being achieved and verified, it is our opinion that the proposed structures be designed for a shallow foundation system with a net permissible soil bearing pressure not to exceed 2500 P.S.F. 2 Page No. 3 1009 NE 104'h Street, Miami Shores, FL Slabs placed upon compacted fill may be designed using a modulus of subgrade reaction value of 200 pci. The following soil parameters shall be used for retaining wall designs: - Soil unit weight moist: 110 pcf. Buoyant: 60 Pcf. - Angle of internal friction : 30° - Earth pressure coefficient Ka: 0.33; Kp: 3.0 - Angle of wall friction: 30°for steel piles, 20°for concrete or brick walls; 150 uncoated steel. Any underground structures such as grease traps; septic systems,etc... must be supported on pile foundations, unless the deleterious material (ie: silt, muck, peat, etc...) is excavated in its entirely and replaced with compacted washed gravel such as pea rock or#57 stone. Fasten utility lines to underside of structural slabs to avoid settlements. Excavations shall not extend within 1 foot of the angle o f repose,next to existing footings or structures,unless underpinned.Trenching shall be in compliance with the Florida Building Code,OSHA and Trench Safety Act. Shorings shall be designed and inspected by Florida licensed professional engineer. Provisions shall be made by the architect, engineer of record and contractor to address differential vibration/ dynamic loading;settlements when tying in new to existing structures. Mixing of different foundation types shall not be used unless provided with expansion joints to prevent differential settlements. Also note that as a common engineering practice for existing and new construction; outside ground surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from building foundations. Verify all water, sewer,plumbing,sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundations. An arborist must be consulted prior to any land clearing to verify compliance with local codes. 3 Page No. 4 1009 NE 104th Street, Miami Shores, FL The boring log (s) attached present (s) a detailed description of the soils encountered at test location (s). The soil stratification shown on the boring log (s) is based on the examination of the recovered soil samples and interpretation of the driller's field log(s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore,DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes.In accepting and using this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing.Owner and site contractor must familiarize himself with site conditions prior to bidding. For Environmental due diligence; a Phase I and/or Phase II Environmental Site Assessments is recommended.As a mutual protection to clients, the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, s Wissam Naamani, P.E. ®®®``�►ItldeE DYNATECH ENGINEERING CORP. ®e sp�p►�_�y��°'e Florida Reg. No. 39584 tie~9 Special Inspector No. 757 1 1LU 4 APPENDIX • DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH,FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : MARK CAMPBELL ARCHITECT DATE: 10-27-11 PROJECT : Proposed Structures @ HOLE NO.: B-1 ADDRESS : 1009 NE 104th Street, Miami Shores, FL. DRILLER: AS &LD LOCATION : See attached plan DEPTH DESCRIPTION OF MATERIALS SAMPLE HAMMER NO. BLOWS ON "N" SAMPLER 1 2 Hand H 2 3 4 Hand H 4 0'-0" to 0'-6" TOPSOIL AND GRASS 5 6 4 5 11 6 0'-6" to 3'-0" BROWN MEDIUM SAND W/ROCK 6 5 7 FRAGMENTS 8 5 6 14 8 8 9 9 10 11 13 23 10 3'-0"to 4'-0" BROWN MEDIUM SAND SILTY SAND 10 12 11 (LOOSE) 12 15 12 23 12 11 12 13 4'-0"to 18'-0" TAN SANDY LIMEROCK 14 13 10 24 14 14 15 15 18'-0"to 22'-0" TAN MEDIUM SAND W/ROCK 16 15 14 22 16 FRAGMENTS 8 9 17 18 18 19 22'-0"to 25'-0" TAN SANDY LIMEROCK 20 20 21 2 22 2 23 24 14 15 34 24 25 19 16 26 26 18 19 27 28 28 29 30 30 31 32 32 33 34 34 35 36 36 37 38 38 H:HAND AUGER A:HOLLOW STEM AUGER aterLevel: 5' Below Surface As a mutual protection to clients,the publicand ourselves,all reports are submitted as the confidential property ofelients,and authorization for publication ofstatement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.:HAND AUGER;A:AUGER;R:REFUSkL. 5 n DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH,FL 33014 (305) 828-7499 TEST BORING REPORT CLIENT : MARK CAMPBELL ARCHITECT DATE: 10-27-11 PROJECT : Proposed Structures a@ HOLE NO.: B-2 ADDRESS : 1009 NE 104th Street, Miami Shores, FL. DRILLER: AS & LD LOCATION : See attached plan SAMPLE HAMMER DEPTH DESCRIPTION OF MATERIALS NO. BLOWS ON "N" SAMPLER 1 2 Hand H 2 3 4 Hand H- 4 0'-0" to 0'-6" TOPSOIL AND GRASS 5 6 5 4 10 6 0'-6" to 1'-0" DARK BROWN MEDIUM SAND 6 5 7 8 3 2 4 9 1'-0"to 2'-0" BROWN MEDIUM SAND W/ROCK 10 5 11 20 10 TRACES 9 10 11 12 12 11 24 12 2'-0"to 3'-6" BLACK MUCKEY SAND' 13 14 13 14 14 16 31 14 3'-6"to 8'-0" TAN MEDIUM SAND W/ROCK TRACES 15 15 15 16 17 13 25 16 81-0"to 19'-0" TAN SANDY LIMEROCK 12 14 17 18 18 19 19'-0"to 23'-0" TAN VERY SANDY LIMEROCK 20 20 21 23'-0"to 25'-0" TAN SANDY LIMEROCK 22 22 23 24 18 16 31 24 25 15 17 26 26 12 14 27 28 28 29 30 30 31 32 32 33 34 34 35 36 36 37 38 38 H:HAND AUGER A:HOLLOW STEM AUGER Water Level: 51 Below S urface Asa mutual protection to clients,the publicand ourselves,all reports are submitted as the confidential property ofclients,and authorization for publication ofstatement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.:HAND AUGER;A:AUGER;R:REFUSAL. 6 DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : MARK CAMPBELL ARCHITECT DATE: 10-27-11 PROJECT : Proposed Structures @ HOLE NO.: B-3 ADDRESS : 1009 NE 104'h Street, Miami Shores, FL. DRILLER: AS & LD LOCATION : See attached plan SAMPLE IF14AMMER DEPTH DESCRIPTION OF MATERIALS NO.. BLOWS ON "N"]] SAMPLER 1 2 Hand H 2 3 4 Hand H 4 0'-0" to 0'-611 TOPSOIL AND GRASS 5 6 3 3 8 6 0'-6" to 1'-0" DARK BROWN MEDIUM SAND 5 11 7 8 9 10 18 8 8 12 9 1'-0"to 2'-0" DARK BROWN MEDIUM SAND 10 13 11 21 10 W/ORGANIC STAIN 10 10 11 12 9 7 15 12 2'-0"to 3'-0" BLACK MUCKEY SAND 8 8 13 14 8 9 21 14 3'-0"to 5'-0" TAN MEDIUM SAND 12 13 15 16 15 12 23 16 5'-0"to 19'-0" TAN SANDY LIMEROCK 11 10 17 18 18 19 19'-0"to 22'-0" TAN VERY SANDY LIMEROCK 2 20 0 21 22'-0"to 25'-0" TAN SANDY LIMEROCK 22 22 23 24 24 15 18 35 25 17 19 26 26 19 18 27 2 28 8 29 30 30 31 32 32 33 34 34 35 36 36 37 38 38 H:HAND AUGER A:HOLLOW STEM AUGER Water Level: 5' Below Surface Asa mutualprotectiont oclients,thepublicandourselves,allreportsaresubmittedastheconf identialpropert yofclients,andauthorizationforpublicationofs tatementconclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.:HAND AUGER;A:AUGER;R:REFUSAL. 7 i GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after- building pad(s) are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be perfonred after the structure(s) has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted as confidential property of clients, and authorization for publication of statements,conclusions, extracts from or regarding our reports is reserved pending our written approval, KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Particle Size Relative Density and Consistency Boulders > 12 in. Cobble 3 in. to 1 in. Cone Penetration Standard Relative Gravel 4.76 mm to Sin. T � Penetration Density- 0.07 mm to 4.67 mm. /cm lows/ft. Silt 0,005 mm,to 0.074 mm Clay <0.005 mm Sands 0-16 0-4 Very Loose 17-40 5-10 Loose 41-80 11-20 Firm Modifiers 81-120 21-30 Very Firm Over 12Q 31-50 Dense 5% - 10 % Slightly Silty or Clayey 10% - 30% Silty or Clayey Silts& 0-3 0-2 Very Loose 30% . 50% Very Silty or Very Clayey Clay 4-9 3.4 Soft 0% . 5% Slightly Trace 1Q-17 5-8 Firm 6% - 10% Trace 18-31.. 9-15 Stiff 11% - 20% Little 32-60 16-30 Very Stiff 21% - 35% Some Over 60 31-50 Hard > 35% And Rock Hardness Description S,or Rock core crumbles when handled Nfedium Can break w-ich your hand-. �fod°.r3t2 Hard Ti;ln �0_.'S CC C�CI�Cori: C?!1 be l}rC�::gin ,�liil itii�?r. R,rdd Thin ed8e_ or rock core cannot be broken v,ith f:n_ers `'en.` Hard, Rock core rims h'i!°ii struck. with ha-miner(ch-ar-,:) r_ I s �/ SOMP.ih 0 60AT UFT GOLF COURSE • VAL iTe smy mAt :. M � F- ' W 2 � u- 2 Sim W®W T WOW /f flood � 'r-w no RQW / LWT .0 (2) iPf%Sr N {S S.F. lv% \ ,44� NEw oF7 WWA war ro ae a -_ xo w x x W.oaTES ----- ! sm SEMM 3 HT X S w CATS Y i wy_r PL 0 N.E. 104 TWa a µr „ WK PROPOSED SITE PLAN �.• . SCALE: 1/8"c1'--O" 05 W d- WQ F- tUF AtA® } LIST OF DRAWIN CAS OF WORK '� r �� EU WORK � ... � K f•iM.Gf� 1 YNATE CH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305)828-7499 TEST BORING REPORT CLIENT : MARK CAMPBELL ARCHITECT DATE: 10-27-11 PROJECT : Proposed Structures @ HOLE NO.: B-4 ADDRESS : 1009 NE 104'' Street, Miami Shores, FL. DRILLER: AS & LD LOCATION : See attached plan SAMPLE HAMMIER DEPTH DESCRIPTION OF MATERIALS NO. BLOWS ON °GN" SAMPLER 1 2 Hand H 2 3 4 Hand H 4 0'-0" to 0'-6" TOPSOIL AND GRASS 5 6 5 4 10 6 0'-6" to 1'-0" DARK BROWN MEDIUM SAND W/ROCK 6 6 8 FRAGMENTS 8 9 8 15 9 10 9 9 20 10 1'-0"to 2'-0" BROWN MEDIUM SAND W/ORGANIC 11 10 11 STAIN 12 12 15 28 12 13 11 13 214"to 354" BLACK MUCKEY SAND 14 12 10 20 14 10 9 15 3'-0"to 4'-6" TAN MEDIUM SAND 16 8 12 22 16 10 13 17 4'-6"to 18'-0" TAN SANDY LIMEROCK 18 18 19 20 19'-0"to 21'-0" TAN MEDIUM SAND W/ROCK 20 21 FRAGMENTS 22 22 23 21'-0"to 25'-0" TAN SANDY LIMEROCK 24 18 19 36 24 17 19 25 26 26 20 18 27 28 28 29 30 30 31 32 32 33 34 34 35 36 36 37 38 38 H:HAND AUGER A:HOLLOW STEM AUGER Water Level: 5' Below S u rface Asa mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property ofelients,and authorization for publication ofstatement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.:HAND AUGER;A:AUGER;R:REFUSAL. 8 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RODIER RESIDENCE fVaet1°n WiaMe_, 0nly Builder Name: Street 1009 NE 104 STREET Permit Office: MIAMI SHORES City,State,Zip: MIAMI SHORES,FL, Permit Number: Owner ALEXANDRE RODIER Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing New(From Plans) 9. Wall Types(5652.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 5400.00 ft2 b.Concrete Block-Int Insul,Adjacent R=5.0 252.00 ftZ 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 5 d.N/A R= ft2 5. Is this a worst pse? No 10.Ceiling Types (3420.0 sqft.) Insulation Area a.Under Attic(Vented) R=30.0 3420.00 ft2 6. Conditioned floor area above grade(ft2) 3420 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.WA R= ft2 11.Ducts R ft2 7. Windows(1382.0 sqft.) Description Area a.Sup:RoomsInBlockl,Ret:RoomsinBlock1,AH: 6 500 a. U-Factor. SgI,U=0.60 1382.00 ft2 b.Sup: Attic,Ret:RoomsInBIock2,AH:RoomsInBI 6 400 SHGC: SHGC=0.30 b. U-Factor. N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 36.0 SEER:16.00 c. U-Factor. N/A ft2 b.Central Unit 36.0 SEER:16.00 SHGC: 13.Heating systems . kBtu/hr Efficiency d. U-Factor. N/A ft2 a.Electric Strip Heat 27.6 COP:1.00 SHGC: b.Electric Strip Heat 34.0 COP:1.00 Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems 8. Floor Types (3420.0 sqft.) Insulation Area a.Electric Tankless Cap:1 gallons a.a.Slab-On-Grade Edge Insulation R=0.0 2020.00 ft2 b. Conservation features b.Floor Over Other Space R=11.0 1400.00 ft2 None c.WA R= ft2 15.Credits Pstat Glass/FloorArea: 0.404 Total Proposed Modified Loads: 89.97 PASS Total Standard Reference Loads: 113.36 hereby certify that the plans and specifications covered by Review of the plans and T�E.�T�� calculation are in compliance with the Florida Energy specifications covered by this KREPARED calculation indicates compliance , ,°'' ' r== rya.-�, with the Florida Energy Code. BY: Before construction is completed this building will be inspected for S 1 compliance with Section 553.908 I hereby certify that this building,as designed,is in compliance Florida Statutes. with the Florida Energy Code. . . OWNER/AGENT: BUILDING OFFICIAL DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/1512012 6:49 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: RODIER RESIDENCE Bedrooms: 5 Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 3700 Lot# Owner. ALEXANDRE RODIER Total Stories: 2 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1009 NE 104 STREET Permit Office: MIAMI SHORES Cross Ventilation: County: MIAMI-DADE Jurisdiction: 232600 Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, New/E)dsting: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 2020 24240 2 Block2 1400 16800 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomslnBlock1 2020 24240 Yes 2.95321637 1 1 Yes Yes Yes 2 RoomslnBlock2 1400 16800 No 2.04678362 4 2 Yes Yes Yes FLOORS i # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio RoomslnBlock1 255 it 0 2020 ft2 ---- 0 0 1 2 Floor Over Other Space RoomsInBlock2 _--- 1400 ft2 11 0 0 1 ROOF E / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Gravel 2027 ft2 84 ft2 Medium 0.96 No 0.9 No 0 4.8 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2020 ft2 N N 5/15/2012 6:49 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 , 4 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) RoomslnBlockl 30 2020 ft2 0.11 Wood 2 Under Attic(Vented) RoomslnBlock2 30 1400 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below R--Vall A Ft In Et In Omt Tn Wall Type __- Amm R-Valila Fraction Ahcnr a 1 N Exterior Concrete Block-Int lnsRoomslnBloc 5 96 12 1152 ft2 5 0 0.649999 0 2 E Exterior Concrete Block-Int InsRoomslnBloc 5 35 12 420 ft2 5 0 0.649999 0 3 S Exterior Concrete Block-Int InsEloomslnBloc 5 96 12 1152 ft2 5 0 0.649999 0 4 W Exterior Concrete Block-Int InsRoomsInBloc 5 35 12 420 ft2 5 0 0.649999 0 5 N Garage Concrete Block-Int InsEloomslnBloc 5 21 12 252 ft2 5 0 0.01 0 6 N Exterior Concrete Block-Int InsEloomslnBloc 5 60 12 720 ft2 5 0 0.649999 0 7 E Exterior Concrete Block-Int Ins®oomslnBloc 5 34 12 408 ft2 5 0 0.649999 0 8 S Exterior Concrete Block-Int InsBloomslnBloc 5 60 12 720 ft2 5 0 0.649999 0 9 W Exterior Concrete Block-Int InsB1oomslnBloc 5 34 12 408 ft2 5 0 0.649999 0 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Clear) Yes 0.6 0.3 N 27 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 2 N 1 Metal Single(Clear) Yes 0.6 0.3 N 96 ft2 0 it 0 in 0 it 0 in HERS 2006 None 3 N 1 Metal Single(Clear) Yes 0.6 0.3 N 52 ft2 0 it 0 in 0 ft 0 in HERS 2006 None 4 N 1 Metal Single(Clear) Yes 0.6 0.3 N 24 ft2 0 it 0 in 0 ft 0 in HERS 2006 None 5 N 1 Metal Single(Clear) Yes 0.6 0.3 N 13 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 6 E 2 Metal Single(Clear) Yes 0.6 0.3 N 18 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 7 S 3 Metal Single(Clear) Yes 0.6 0.3 N 96 ft2 0 ft 0 in 0 it 0 in HERS 2006 None 8 S 3 Metal Single(Clear) Yes 0.6 0.3 N 320 ft2 0 ft 0 in 0 It 0 in HERS 2006 None 9 S 3 Metal Single(Clear) Yes 0.6 0.3 N 80 ft2 0 ft 0 in 0 it 0 in HERS 2006 None 10 S 3 Metal Single(Clear) Yes 0.6 0.3 N 24 ft2 0 ft 0 in 0 it 0 in HERS 2006 None 11 W 4 Metal Single(Clear) Yes 0.6 0.3 N 72 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 12 W 4 Metal Single(Clear) Yes 0.6 0.3 N 18 ft2 0 ft 0 in 0 it 0 in HERS 2006 None 13 N 6 Metal Single(Clear) Yes 0.6 0.3 N 27 ft2 0 ft 0 in 0 it 0 in HERS 2006 None 14 N 6 Metal Single(Clear) Yes 0.6 0.3 N 96 ft2 0 ft 0 in 0 it 0 in HERS 2006 None 15 N 6 Metal Single(Clear) Yes 0.6 0.3 N 52 ft2 0 ft 0 in 0 it 0 in HERS 2006 None 16 N 6 Metal Single(Clear) Yes 0.6 0.3 N 13 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 17 N 6 Metal Single(Clear) Yes 0.6 0.3 N 24 ft2 0 ft 0 in 0 it 0 in HERS 2006 None 18 E 7 Metal Single(Clear) Yes 0.6 0.3 N 18 ft2 0 it 0 in 0 it 0 in HERS 2006 None 19 S 8 Metal Single(Clear) Yes 0.6 0.3 N 96 ft2 0 it 0 in 0 it 0 in HERS 2006 None 20 S 8 Metal Single(Clear) Yes 0.6 0.3 N 64 ft2 0 ft 0 in 0 It 0 in HERS 2006 None 21 S 8 Metal Single(Clear) Yes 0.6 0.3 N 24 ft2 0 it 0 in 0 ft 0 in HERS 2006 None 22 S 8 Metal Single(Clear) Yes 0.6 0.3 N 16 ft2 0 it 0 in 0 it 0 in HERS 2006 None 5115/2012 6:49 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 23 W 9 Metal Single(Clear) Yes 0.6 0.3 N 24 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 24 W 9 Metal Single(Clear) Yes 0.6 0.3 N 72 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 25 W 9 Metal Single(Clear) Yes 0.6 0.3 N 16 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None w GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 672 ft2 672 ft2 79 ft 12 ft 1 I INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 f ti 1 BySpaces Proposed SLA 0.000360 1907.4 104.71 196.93 0.3058 4.7214 2 BySpaces Proposed SLA 0.000360 1322 72.576 136.48 0.3058 4.7214 HEATING SYSTEM I # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 27.6 kBtu/hr 1 sys#1 2 Electric Strip Heat None COP: 1 34 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:16 36 kBtu/hr 1080 cfm 0.71 1 sys#1 2 Central Unit None SEER:16 36 kBtu/hr 1080 cfm 0.71 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Garage 0.9108 1 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS —Supply— —Return— Air Percent HVAC# V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 RoomslnBloc 6 500 ft2 RoomslnBloc 171 ft2 DSE=0.88 RoomslnBl 0.0 cfm 0.00% 0.00 0.60 1 1 2 Attic 6 400 ft2 RoomslnBloc 171 ft2 DSE=0.88 RoomslnBl 0.0 cfm 0.00% 0.00 0.60 2 2 5/15/2012 6:49 AM EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling X]Jan �X Feb Mar A r [�Ma Jun Jul [X]Au M Se Oct [[X]]Nov rX]Dec Heating [X]Jan Feb Mar Apr p]C May l��Jun Jul 4X]Aug Sep Oct [ Nov tDec Ventin [[XX�)Jan Xl Feb [Xl Mar A r [[XX]]Ma [X Jun Jul [[�X]]Au Se Oct [[X1]Nov [[X1 Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(VVD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System_ None 0 0 0 1-Electric Strip Heat 0% 1-Central Unit None 0 0 0 2-Electric Strip Heat 0% 2-Central Unit 5/15/2012 6:49 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 1 1 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1009 NE 104 STREET PERMIT#: MIAMI SHORES, FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft.Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and ,ems sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas).Circulating system pipes insulated to=R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics,crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or �} other means proven to reduce heat loss except if 70%of heat from 1 site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency--78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. j Ceilings/knee walls 405.2.1 R-19 space permitting. 5/15/2012 6:49 AM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 I ENERGY PERFORMANCE LEVEL EPLL DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 79 The lower the EnergyPerformance Index,the more efficient the home. 1009 NE 104 STREET, MIAMI SHORES, FL, 1. New construction or ebsting New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 5400.00 ft2 b.Concrete Block-Int Insul,Adjacent R=5.0 252.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 5 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 3420.00 ft2 6. Conditioned floor area(ft2) 3700 b.N/A R= ft2 7. Windows`* Description Area c.N/A R= ft2 2 a. U-Factor. Sgl,U=0.60 1382.00 ft2 11.Ducts R ft a.Sup:RoomslnBlock1,Rat RoomslnBlock1,AH: 6 500 SHGC: SHGC=0.30 b.Sup: Attic,Ret:RoomsInBIock2,AH:RoomslnBl 6 400 b. U-Factor. N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor. N/A ft2 a.Central Unit 36.0 SEER:16.00 SHGC: b.Central Unit 36.0 SEER:16.00 d. U-Factor. N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 27.6 COP:1.00 Area Weighted Average Overhang Depth: 0.000 ft. b.Electric Strip Heat 34.0 COP:1.00 Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 2020.00 ft2 a.Electric EF:0.91 b.Floor Over Other Space R=11.0 1400.00 ft2 c.WA R= ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) Q1v in this home before final inspection. Otherwise,a new EPL Display Card will be completed E0,t based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary ALEXANDRE RODIER Project Title: 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL 5/15/2012 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(?ft.) Temp Range(L) Humidit data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 45809 Btuh Total cooling load calculation 63413 Btuh Submitted heating capacity %of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 111.3 51000 Sensible(SHR=0.71) 114.1 51120 Latent 112.1 20880 Total 113.5 72000 WINTER CALCULATIONS Winter Heating Load for 3420 sqft) Ductat9%} Load component Load Window total 1382 sqft 16584 Btuh Wall total 4270 sqft 6777 Btuh ` 11 naawsf,36%, Door total 0 sqft 0 Btuh Ceiling total 3420 sqft 2178 Btuh Floor total See detail report 6018 Btuh Infiltration 465 cfm 10224 Btuh Duct loss 4027 Btuh Subtotal 45809 Btuh Flaars(13%) ce;,;ngscs%; Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 45809 Btuh SUMMER CALCULATIONS Summer Cooling Load for 3420 sqft) Load component Load Window total 1382 sqft 21120 Btuh Wall total 4270 sqft 5083 Btuh Door total 0 sqft 0 Btuh Ceiling total 3420 sqft 4792 Btuh ten:,n:e nalc4%, Floor total 0 Btuh nt.�a,ncav, Infiltration 349 cfm 5751 Btuh ` \ Ducts[8%3 Internal gain 4880 Btuh Duct gain 3160 Btuh Sens.Ventilation 0 cfm 0 Btuh ,OF , Blower Load 0 Btuh ` Total sensible gain 44786 Btuh // 8 Latent gain(ducts) 1679 Btuh Latent gain(infiltration) 13747 Btuh nfll 31%) a ceirnsscs% Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 3200 Btuh Total latent gain 18626 Btuh TOTAL HEAT GAIN 63413 Btuh EnergyGauge®Syste in L �8th Edition Edition PREPARED BY: DATE: "'' EnergyGauge®/USRFZB v3.0 System Sizing Calculations - Winter Residential Load - Room by Room Component Details ALEXANDRE RODIER Project Title: 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL Building Type: User 5/15/2012 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) Reds r } Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, NFRC 0.30 Metal 0.60 N 27.0 12.0 324 Btuh 2 1, NFRC 0.30 Metal 0.60 N 96.0 12.0 1152 Btuh 3 1, NFRC 0.30 Metal 0.60 N 52.0 12.0 624 Btuh 4 1, NFRC 0.30 Metal 0.60 N 24.0 12.0 288 Btuh 5 1, NFRC 0.30 Metal 0.60 N 13.0 12.0 156 Btuh 6 1, NFRC 0.30 Metal 0.60 E 18.0 12.0 216 Btuh 7 1, NFRC 0.30 Metal 0.60 S 96.0 12.0 1152 Btuh 8 1, NFRC 0.30 Metal 0.60 S 320.0 12.0 3840 Btuh 9 1, NFRC 0.30 Metal 0.60 S 80.0 12.0 960 Btuh 10 1, NFRC 0.30 Metal 0.60 S 24.0 12.0 288 Btuh 11 1, NFRC 0.30 Metal 0.60 W 72.0 12.0 864 Btuh 12 1, NFRC 0.30 Metal 0.60 W 18.0 12.0 216 Btuh Window Total 840.0 s ft 10080 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.079) 5.0/5.0 940 1.59 1492 Btuh 2 Conc Blk,Hollow - Ext (0.079) 5.0/5.0 402 1.59 638 Btuh 3 Conc Blk,Hollow -Ext (0.079) 5.0/5.0 632 1.59 1003 Btuh 4 Conc Blk,Hollow - Ext (0.079) 5.0/5.0 330 1.59 524 Btuh 5 Conc Blk,Hollow -Adj (0.079) 5.0/5.0 252 1.59 400 Btuh Wall Total 2556 s ft 4057 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/UGrave (0.032) 30.0/0.0 2020 0.6 1287 Btuh Ceilinq Total 2020 s ft 1287Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 255.0 ft(perim.) 23.6 6018 Btuh Floor Total 2020 s ft 6018 Btuh Room Envelope Subtotal: 21441 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.68 24240 0.60 278.3 6120 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Return(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room#1 Sensible Room Subtotal 27562 Btuh EnergyGauge®/USRFZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) ALEXANDRE RODIER Project Title: 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL Building Type: User 5/15/2012 r Window Panes/Type Frame U Orientation Area s ft X HTM= Load 13 1, NFRC 0.30 Metal 0.60 N 27.0 12.0 324 Btuh 14 1, NFRC 0.30 Metal 0.60 N 96.0 12.0 1152 Btuh 15 1, NFRC 0.30 Metal 0.60 N 52.0 12.0 624 Btuh 16 1, NFRC 0.30 Metal 0.60 N 13.0 12.0 156 Btuh 17 1, NFRC 0.30 Metal 0.60 N 24.0 12.0 288 Btuh 18 1, NFRC 0.30 Metal 0.60 E 18.0 12.0 216 Btuh 19 1, NFRC 0.30 Metal 0.60 S 96.0 12.0 1152 Btuh 20 1, NFRC 0.30 Metal 0.60 S 64.0 12.0 768 Btuh 21 1, NFRC 0.30 Metal 0.60 S 24.0 12.0 288 Btuh 22 1, NFRC 0.30 Metal 0.60 S 16.0 12.0 192 Btuh 23 1, NFRC 0.30 Metal 0.60 W 24.0 12.0 288 Btuh 24 1, NFRC 0.30 Metal 0.60 W 72.0 12.0 864 Btuh 25 1, NFRC 0.30 Metal 0.60 W 16.0 12.0 192 Btuh Window Total 542.0 s ft 6504 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 6 Conc Blk,Hollow - Ext (0.079) 5.0/5.0 508 1.59 806 Btuh 7 Conc Blk,Hollow - Ext (0.079) 5.0/5.0 390 1.59 619 Btuh 8 Conc Blk,Hollow - Ext (0.079) 5.0/5.0 520 1.59 825 Btuh 9 Conc Blk,Hollow - Ext (0.079) 5.0/5.0 296 1.59 470 Btuh Wall Total 1714 s ft 2720 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 2 Vented Attic/L/Grave (0.032) 30.0/0.0 1400 0.6 892 Btuh Ceiling Total 1400 s ft 892Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Interior (1.180) 11.0 1400.0 sgft 0.0 0 Btuh Floor Total 1400 s ft 0 Btuh Room Envelope Subtotal: 10116 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.68 16800 0.40 186.6 4104 Btuh Duct load Average sealed,Supply(R6.0-Attic),Return(R6.0-Cond.) (DLM of 0.283) 4027 Btuh Room#2 Sensible Room Subtotal 18247 Btuh s EnergyGauge®/USRFZB v3.0 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) ALEXANDRE RODIER Project Title: 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL Building Type: User 5/15/2012 Heating Loads For System(s):1 Block load 27562 Btuh Serving Rooms: 1 Heating Loads For System(s):2 Block load 18247 Btuh Serving Rooms: 2 Subtotal Sensible Heat Loss 45809 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 45809 Btuh 1. Electric Strip Heat 17000 Btuh 2. Electric Strip Heat 34000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) qV Version 8 EnergyGauge®/USRFZB v3.0 Page 3 System Sizing Calculations - Summer Residential Load - Room by Room omp e n et ` ALEXANDRE RODIER Project Title: 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL 5/15/2012 Reference City: Miami, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference: 58gr. t €[sr TFT�tr, £�l IN Type" j Overhang Window Area(sqft) HTM Load Window ! Panes SHGC U InSh IS Ornt Len Hgtt Gross Shaded Unshadedl Shaded Unshaded r 27.0 0.0 27.0 12 12 323 Btuh 2 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 1 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 96.0 0.0 96.0 12 12 1148 Btuh 3 1 NFRC 0.30,0.60 B-L No N j O.Oft O.Oft 52.0 0.0 52.0 12 12 622 Btuh 4 1 NFRC 0.30,0.60 B-L No N I O.Oft O.Oft I 24.0 0.0 24.0 12 12 287 Btuh 5 1 NFRC 0.30,0.60 B-L No N ; O.Oft O.Oft 11 13.0 0.0 13.0 12 12 155 Btuh 6 1 NFRC 0.30,0.60 B-L No E O.Oft O.Oft 18.0 0.0 18.0 12 28 495 Btuh 7 1 NFRC 0.30,0.60 B-L No S O.Oft O.Oft 96.0 0.0 96.0 12 13 1267 Btuh 1 8 1 NFRC 0.30,0.60 B-L No S O.Oft O.Oft 320.0 0.0 320.0 12 13 4222 Btuh 9 1 NFRC 0.30,0.60 B-L No S O.Oft O.Oft ! 80.0 0.0 80.0 12 13 1056 Btuh 10 1 NFRC 0.30,0.60 B-L No S O.Oft O.Oft 24.0 0.0 24.0 12 13 317 Btuh 11 1 NFRC 0.30,0.60 B-L No W O.Oft O.Oft 72.0 0.0 72.0 12 28 1982 Btuh 12 1 NFRC 0.30,0.60 B-L No W O.Oft O.Oft 18.0 0.0 18.0 12 28 495 Btuh Window Total 840(sqft) 12368 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk,Hollow-Ext 0.08 5.0/5.0 940.0 1.2 1119 Btuh 2 Concrete Blk,Hollow-Ext 0.08 5.0/5.0 402.0 1.2 479 Btuh 3 Concrete BIk,Hollow-Ext 0.08 5.0/5.0 632.0 1.2 752 Btuh 4 Concrete Blk,Hollow-Ext 0.08 5.0/5.0 330.0 1.2 393 Btuh 5 Concrete Blk,Hollow-Adj 0.08 5.0/5.0 252.0 1.2 300 Btuh Wall Total 2556 (sqft) 3043 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Gravel 0.032 30.0/0.0 2020.0 1.40 2831 Btuh Ceiling Total 2020(sqft) 2831 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 2020(ft-perimeter) 0.0 0 Btuh F 2020.0(sqft) 0 Btuh Zone Envelope Subtotal: 18241 Btuh 'Infiltration Type Whole house ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.51 24240 0.60 208.7 3443 Btuh Internal Occupants Btuh/occupant Appliance Load gain -1 - -- _ 8 X 230 + 1200 3040 Btuh Sensible Envelope Load: 24724 Btuh Duct load Average sealed_Supply(R6.0-Cond.),Return(R6.0-Cond.) (DGM of 0.000) 0 Btuh i i Sensible Zone Load 24724 Btuh EnergyGauge®/USRFZB v3.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) ALEXANDRE RODIER Project Title: Climate:FL_MIAMI_INTL_AP 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL 5/15/2012 A Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded) Shaded Unshaded - -- - -- 13 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 27 0 0.0 27.0 12 12 323 Btuh 14 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 96.0 0.0 96.0 12 12 1148 Btuh 15 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 52.0 0.0 52.0 12 12 622 Btuh 16 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 1 13.0 0.0 13.0 12 12 155 Btuh 17 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 24.0 0.0 24.0 12 12 287 Btuh 18 1 NFRC 0.30,0.60 B-L No E O.Oft O.Oft 18.0 0.0 18.0 12 28 495 Btuh � 19 � 1 NFRC 0.30 0.60 B- L No S O.Oft O.Oft 96.0 0.0 96.0 12 13 1267 Btuh 20 1 NFRC 0.30,0.60 B-L No S O.Oft O.Oft 64.0 0.0 64.0 12 13 844 Btuh 21 1 NFRC 0.30,0.60 B-L No S O.Oft O.Oft 1 24.0 0.0 24.0 12 13 317 Btuh 22 1 NFRC 0.30,0.60 B-L No S O.Oft O.Oft !, 16.0 0.0 16.0 12 13 211 Btuh I 23 1 NFRC 0.30,0.60 B-L No W O.Oft O.Oft ! 24.0 0.0 24.0 12 28 661 Btuh 24 1 NFRC 0.30,0.60 B-L No W O.Oft O.Oft 72.0 0.0 72.0 12 28 1982 Btuh 25 1 NFRC 0.30,0.60 B-L No W O.Oft O.Oft 16.0 0.0 16.0 12 28 440 Btuh Window Total - 542 s ft 8752 Btuh Walls Type U-Value R Value q Area(sqft) HTM Load Cav/Sheath 6 Concrete Blk,Hollow-Ext 0.08 5.0/5.0 508.0 1.2 605 Btuh 7 Concrete Blk,Hollow-Ext 0.08 5.0/5.0 390.0 1.2 464 Btuh 8 Concrete Blk,Hollow-Ext 0.08 5.0/5.0 520.0 1.2 619 Btuh 9 Concrete Blk,Hollow-Ext 0.08 5.0/5.0 296.0 1.2 352 Btuh - Wall Total 1714 (sqft) 2040 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 2 Vented Attic/Light/Gravel 0.032 30.0/0.0 1400.0 1.40 1962 Btuh ! Ceiling Total 1400(sqft) 1962 Btuh Floors Type R-Value Size HTM Load 2 Interior 11.0 1400(sqft) 0.0 0 Btuh Floor Total 1400.0(sqft) 0 Btuh Zone Envelope Subtotal: 12754 Btuh Infiltration'Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.51 16800 0.40 139.9 2309 Btuh Internal Occupants Btuh/occupant Appliance Load gain 8 X 230 + 0 1840 Btuh Sensible Envelope Load: 16902 Btuh Duct load Average sealed,Supply(R6.0-Attic),Return(R6.0-Cond.) - (DGM of 0.187) 3160 Btuh Sensible Zone Load 20062 Btuh - EnergyGauge®/USRFZB v3.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) ALEXANDRE RODIER Project Title: Climate:FL_MIAMI_INTL_AP 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL 5/15/2012 EnergyGauge®/USRFZB v3.0 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) ALEXANDRE RODIER Project Title: Climate:FL_MIAMI_INTL_AP 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL 5/15/2012 Sensible Envelope Load 24724 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load(duct gain multiplier of 0.000) 0 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 24724 Btuh 1 Latent infiltration/ventilation gain 8229 Btuh Serving Zones: Latent duct gain 0 Btuh 1 Latent occupant gain 1600 Btuh Latent other gain 0 Btuh Total block load 34553 Btuh Sensible Envelope Load 16902 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.187) 3160 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 20062 Btuh 2 Latent infiltration/ventilation gain 5518 Btuh Serving Zones: Latent duct gain 1679 Btuh 2 Latent occupant gain 1600 Btuh Latent other gain 0 Btuh Total block load 28860 Btuh EnergyGauge®/USRFZB 0.0 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) ALEXANDRE RODIER Project Title: Climate:FL_MIAMI_INTL_AP 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL 5/15/2012 Sensible Envelope Load All Zones 41626 Btuh Sensible Duct Load 3160 Btuh Total Sensible Zone Loads 44786 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 44786 Btuh Totals for Cooling Latent infiltration gain(for 58 gr. humidity difference) 13747 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1679 Btuh Latent occupant gain (16.0 people @ 200 Btuh per person) 3200 Btuh Latent other gain 0 Btuh Latent total gain 18626 Btuh TOTAL GAIN 63413 Btuh r 1. Central Unit # 36000 Btuh 2. Central Unit # 36000 Btuh `Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N), Full(F)or Half(%)) (Ornt-compass orientation) Version 8 EnergyGauge®/USRFZB v3.0 Page 5 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: RODIER RESIDENCE OFFICE2 Builder Name: Street: 1009 NE 104 STREET Permit Office: MIAMI SHORES City,State,Zip: Miami Shores,FL, Permit Number: Owner: ALEXANDER RODIER Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing New(From Plans) 9. Wall Types(1224.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1224.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft 2 4. Number of Bedrooms 1 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (647.0 sgft.) Insulation Area a.Under Attic(Vented) R=30.0 647.00 ft 2 6. Conditioned floor area above grade(ft2) 647 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(165.0 sgft.) Description Area a.Sup:RoomslnBlock1,Ret:RoomslnBlock1,AH: 6 250 a. U-Factor: Sgl,U=0.65 165.00 ft2 SHGC: SHGC=0.30 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 17.5 SEER:16.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Strip Heat 10.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.300 14.Hot water systems 8. Floor Types (647.0 sgft.) Insulation Area a.Electric Cap:40 gallons EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 647.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits None Glass/Floor Area: 0.255 Total Proposed Modified Loads: 23.33 PASS Total Standard Reference Loads: 30.35 1 hereby certify that the plans and specifications covered by Review of the plans and SHE ST,g� thi Iculation are in compliance with the Florida Energy specifications covered by this �. �0 de. calculation indicates compliance , '�` ` with the Florida Energy Code. + x ^ '„ O IDT ARED BY: ,"v Before construction is completed __________ this building will be inspected for 4 ` compliance with Section 553.908 I hereby certify that this building,as designed, is in Florida Statutes.compliance with the Florida Energy Code. t?��;V OWNER/AGENT: BUILDING OFFIC DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 5/20/2012 4:45 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: RODIER RESIDENCE OFFIC Bedrooms: 1 Address Type: Street Address Building Type: FLProp2010 Conditioned Area: 647 Lot# Owner: ALEXANDER RODIER Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1009 NE 104 STREET Permit Office: MIAMI SHORES Cross Ventilation: No County: Dade Jurisdiction: 232600 Whole House Fan: No City,State,Zip: Miami Shores, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blocks 647 7764 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 RoomSInBlockl 647 7764 Yes 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio RoomslnBlock1 104 ft 0 647 ft2 ____ 0.2 0 0.8 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Gravel 649 ft2 28 ft2 Medium 0.96 No 0.9 No 0 4.8 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 647 ft2 Y N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) RoomslnBlockl 30 647 ft2 0.11 Wood 5/20/2012 4:45 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below \ # Omt To__.__—Wall Type _______ Space R-Value Ft In Ft In Area R-value—Eractinn Abs or Grade% 1 N Exterior Concrete Block-Int InsWoomslnBloc 5 30 12 360 W 0 0 0.6 0 2 E Exterior Concrete Block-Int InsWomslnBloc 5 21 12 252 ft2 0 0 0.6 0 3 S Exterior Concrete Block-Int InsE1oomslnBloc 5 30 12 360 ft2 0 0 0.6 0 4 W Exterior Concrete Block-Int InsEloomslnBloc 5 21 12 252 ft2 0 0 0.6 0 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N 1 Metal Single(Clear) Yes 0.65 0.3 N 27 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 2 E 2 Metal Single(Clear) Yes 0.65 0.3 N 48 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 3 E 2 Metal Single(Clear) Yes 0.65 0.3 N 16 ft2 0 ft 0 in 0 It 0 in HERS 2006 None 4 S 3 Metal Single(Clear) Yes 0.65 0.3 N 24 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 5 S 3 Metal Single(Clear) Yes 0.65 0.3 N 32 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 6 W 4 Metal Single(Clear) Yes 0.65 0.3 N 18 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 BySpaces Proposed SLA 0.000360 610.95 33.540 63.077 0.2484 4.7214 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 10 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 17.5 kBtu/hr 525 cfm 0.72 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Interior 0.92 40 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM \ FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 5/2012012 4:45 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 DUCTS / ----Supply---- ---Return---- Air Percent HVAC# # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 RoomslnBloc 6 250 ft2 RoomslnBloc 100 ft2 DSE=0.88 RoomslnBl19.4 cfm 0.00% 0.00 0.60 1 1 TEMPERATURES Programable Thermostat:N Ceiling Fans: N Coolin Jan Feb Mar Apr May Jun Jul X Au [X]Se ?� Oct Nov Dec Venting X Jan f Feb f Mar L pr may y Jun f X�Jul Exl Au [X]Sep E�J Oct 4X Nov 4X Dec Venting [[XX]]Jan [X]Feb [X]Mar [X]A r May Jun [X]Jul [ Aug [X]Se [ Oct (X]Nov [Xj Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 - -------------------- — ----- Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1 -Electric Strip Heat 0% 1 -Central Unit 5/20/2012 4:45 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1009 NE 104 STREET PERMIT#: Miami Shores, FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283. Windows and doors =0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 ( Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency--78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed &attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 5/20/2012 4:45 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index,the more efficient the home. 1009 NE 104 STREET, Miami Shores, FL, 1. New construction or existing New(From Plans) 9_ Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 1224.00 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 1 d.N/A R= ft2 5. Is this a worst ? 10.Ceiling Types Insulation Area rs case? No 2 a.Under Attic(Vented) R=30.0 647.00 ft N ) 6. Conditioned floor area(ft2) 647 b.N/A R= ft2 7. Windows— Description Area c.N/A R= ft2 a. U-Factor: Sgl,U=0.65 165.00 ft2 11.Ducts R ft2 SHGC: SHGC=0.30 a.Sup:RoomslnBlock1,Ret:RoomslnBlock1,AH: 6 250 b. U-Factor: N/A ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 17.5 SEER:16.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 10.0 COP:1.00 Area Weighted Average Overhang Depth: 0.000 ft. Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14.Hot water systems Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 647.00 ft2 a.Electric EF:0.92 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building HE S7,4 Construction through the above energy saving features which will be installed (or exceeded) 0 �0 in this home before final inspection. Otherwise, a new EPL Display Card will be completed ` based on installed Code compliant features. Builder Signature: Date: ., Address of New Home: City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Y g Summary ALEXANDER RODIER Project Title: 1009 NE 104 STREET RODIER RESIDENCE OFFICE2 Miami Shores, FL 5/20/2012 Location for weather data: Miami, FL -Defaults: Latitude(25.82) Altitude(?ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 58 r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 20 F Summer temperature difference 15 F Total heating load calculation 9277 Btuh Total cooling load calculation 15544 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity %of calc Btuh Total (Electric Strip Heat) 107.8 10000 Sensible(SHR=0.72) 114.2 12600 Latent 108.6 4900 Total 112.6 17500 WINTER CALCULATIONS Winter Heating Load for 647 sqft) Load component Load V.rindows(23%: Window total 165 sqft 2145 Btuh Wall total 1059 sqft 2694 Btuh Door total 0 sqft 0 Btuh Ceiling total 647 sqft 412 Btuh Floor total 647 sqft 2454 Btuh Ceffings(a%) Infiltration 71 cfm 1571 Btuh Fbars(26%> Duct loss 0 Btuh Subtotal 9277 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 9277 Btuh SUMMER CALCULATIONS Summer Cooling Load for 647 sqft) Load component Load Window total 165 sqft 3467 Btuh Wall total 1059 sqft 2021 Btuh Door total 0 sqft 0 Btuh Ceiling total 647 sqft 701 Btuh Latent internel(1 5%) Floor total 0 Btuh Wind—k22%1 Infiltration 54 cfm 884 Btuh Internal gain 3960 Btuh Duct gain 0 Btuh Sens.Ventilation 0 cfm 0 Btuh Ceifings(5%, Blower Load 0 Btuh nt.Gan(z5%> Total sensible gain 11032 Btuh Latent gain(ducts) 0 Btuh wellsc13%; Latent gain(infiltration) 2112 Btuh Latent gain(ventilation) 0 Btuh In Bl.r 19%;> Latent gain(internal/occupants/other) 2400 Btuh Total latent gain 4512 Btuh TOTAL HEAT GAIN 15544 Btuh EnergyGauge®System Sizing 8th Edition PREPARED BY: DATE: EnergyGauge®/USRFZB v3.0 System Sizing Calculations - Winter Residential Load - Room by Room Component Details ALEXANDRE RODIER Project Title: 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL Building Type: User 5/15/2012 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99%) Component Loadtfor Roam#4. RST'FLOOR, Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 1, NFRC 0.30 Metal 0.60 N 27.0 12.0 324 Btuh 2 1, NFRC 0.30 Metal 0.60 N 96.0 12.0 1152 Btuh 3 1, NFRC 0.30 Metal 0.60 N 52.0 12.0 624 Btuh 4 1, NFRC 0.30 Metal 0.60 N 24.0 12.0 288 Btuh 5 1, NFRC 0.30 Metal 0.60 N 13.0 12.0 156 Btuh 6 1, NFRC 0.30 Metal 0.60 E 18.0 12.0 216 Btuh 7 1, NFRC 0.30 Metal 0.60 S 96.0 12.0 1152 Btuh 8 1, NFRC 0.30 Metal 0.60 S 320.0 12.0 3840 Btuh 9 1, NFRC 0.30 Metal 0.60 S 80.0 12.0 960 Btuh 10 1, NFRC 0.30 Metal 0.60 S 24.0 12.0 288 Btuh 11 1, NFRC 0.30 Metal 0.60 W 72.0 12.0 864 Btuh 12 1, NFRC 0.30 Metal 0.60 W 18.0 12.0 216 Btuh Window Total 840.0 s ft 10080 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.079) 5.0/5.0 940 1.59 1492 Btuh 2 Conc Blk,Hollow -Ext (0.079) 5.0/5.0 402 1.59 638 Btuh 3 Conc Blk,Hollow -Ext (0.079) 5.0/5.0 632 1.59 1003 Btuh 4 Conc Blk,Hollow - Ext (0.079) 5.0/5.0 330 1.59 524 Btuh 5 Conc Blk,Hollow -Adj (0.079) 5.0/5.0 252 1.59 400 Btuh Wall Total 2556 s ft 4057 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Grave (0.032) 30.0/0.0 2020 0.6 1287 Btuh Ceiling Total 2020 s ft 128713tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 255.0 ft(perim.) 23.6 6018 Btuh Floor Total 2020 s ft 6018 Btuh Room Envelope Subtotal: 21441 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.68 24240 0.60 278.3 6120 Btuh Duct load Average sealed,Supply(R6.0-Cond.),Retum(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room#1 Sensible Room Subtotal 27562 Btuh EnergyGauge®/USRFZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) ALEXANDRE RODIER Project Title: 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL Building Type: User 5/15/2012 , for Roam#2: SECgNU fLDOR Window Panes/Type Frame U Orientation Area s ft X HTM= Load 13 1, NFRC 0.30 Metal 0.60 N 27.0 12.0 324 Btuh 14 1, NFRC 0.30 Metal 0.60 N 96.0 12.0 1152 Btuh 15 1, NFRC 0.30 Metal 0.60 N 52.0 12.0 624 Btuh 16 1, NFRC 0.30 Metal 0.60 N 13.0 12.0 156 Btuh 17 1, NFRC 0.30 Metal 0.60 N 24.0 12.0 288 Btuh 18 1, NFRC 0.30 Metal 0.60 E 18.0 12.0 216 Btuh 19 1, NFRC 0.30 Metal 0.60 S 96.0 12.0 1152 Btuh 20 1, NFRC 0.30 Metal 0.60 S 64.0 12.0 768 Btuh 21 1, NFRC 0.30 Metal 0.60 S 24.0 12.0 288 Btuh 22 1, NFRC 0.30 Metal 0.60 S 16.0 12.0 192 Btuh 23 1, NFRC 0.30 Metal 0.60 W 24.0 12.0 288 Btuh 24 1, NFRC 0.30 Metal 0.60 W 72.0 12.0 864 Btuh 25 1, NFRC 0.30 Metal 0.60 W 16.0 12.0 192 Btuh Window Total 542.0 s ft 6504 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 6 Conc Blk,Hollow - Ext (0.079) 5.0/5.0 508 1.59 806 Btuh 7 Conc Blk,Hollow - Ext (0.079) 5.0/5.0 390 1.59 619 Btuh 8 Conc Blk,Hollow - Ext (0.079) 5.0/5.0 520 1.59 825 Btuh 9 Conc Blk,Hollow - Ext (0.079) 5.0/5.0 296 1.59 470 Btuh Wall Total 1714 s ft 2720 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 2 Vented Attic/L/Grave (0.032) 30.0/0.0 1400 0.6 892 Btuh Ceiling Total 1400 s ft 892Btuh Floors Type Ueff. R-Value Size X HTM= Load 2 Interior (1.180) 11.0 1400.0 sqft 0.0 0 Btuh Floor Total 1400 s ft 0 Btuh Room Envelope Subtotal: 10116 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.68 16800 0.40 186.6 4104 Btuh Duct load Average sealed,Supply(R6.0-Attic),Return(R6.0-Cond.) (DLM of 0.283) 4027 Btuh Room#2 Sensible Room Subtotal 18247 Btuh SYSTEM GROUPS(BL©CIl(LOA©Sj EnergyGauge®!USRFZB v3.0 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) ALEXANDRE RODIER Project Title: 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL Building Type: User 5/15/2012 Heating Loads For System(s):1 Block load 27562 Btuh Serving Rooms: 1 Heating Loads For System(s):2 Block load 18247 Btuh Serving Rooms: 2 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 45809 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 45809 Btuh EQUIPMENT 77771 1. Electric Strip Heat 17000 Btuh 2. Electric Strip Heat 34000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear'or'Tinf(Uses U-Factor and SHGC defaults) U-(Window U-Factor) "* HTM-(ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge®/USRFZB v3.0 Page 3 System Sizing Calculations - Summer i Residential Load - Room by Room Component Details ALEXANDRE RODIER Project Title: 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL 5/15/2012 Reference City: Miami, FL Temperature Difference: 15.OF(MJ8 99%) Humidity difference: 58gr. Component Loads for R� FWST FLOO9I' . . Type* Overhang Window Area(sqft) HTM Load Wi_ndo_w Panes SHGC U InSh_ IS O_ mt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 27.0 0.0 27.0 12 12 323 Btuh 2 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 96.0 0.0 96.0 12 12 1148 Btuh 3 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 52.0 0.0 52.0 12 12 622 Btuh 4 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 24.0 0.0 24.0 12 12 287 Btuh 5 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 13.0 0.0 13.0 12 12 155 Btuh 6 1 NFRC 0.30,0.60 B-L No E O.Oft O.Oft 18.0 0.0 18.0 12 28 495 Btuh 7 1 NFRC 0.30,0.60 B-L No S O.Oft O.Oft 96.0 0.0 96.0 12 13 1267 Btuh 8 1 NFRC 0.30,0.60 B-L No S O.Oft O.Oft 320.0 0.0 320.0 12 13 4222 Btuh 9 1 NFRC 0.30,0.60 B-L No S O.Oft O.Oft 80.0 0.0 80.0 12 13 1056 Btuh 10 1 NFRC 0.30,0.60 B-L No S 0.01`t O.Oft 24.0 0.0 24.0 12 13 317 Btuh 11 1 NFRC 0.30,0.60 B-L No W O.Oft O.Oft 72.0 0.0 72.0 12 28 1982 Btuh 12 1 NFRC 0.30,0.60 B-L No W O.Oft O.Oft 18.0 0.0 18.0 12 28 495 Btuh Window Total 840 (sqft) 12368 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Concrete Blk,Hollow-Ext 0.08 5.0/5.0 940.0 1.2 1119 Btuh 2 Concrete Blk,Hollow-Ext 0.08 5.015.0 402.0 1.2 479 Btuh 3 Concrete Blk,Hollow-Ext 0.08 5.0/5.0 632.0 1.2 752 Btuh 4 Concrete Blk,Hollow-Ext 0.08 5.0/5.0 330.0 1.2 393 Btuh 5 Concrete Blk,Hollow-Adj 0.08 5.0/5.0 252.0 1.2 300 Btuh Wall Total 2556(sqft) _ 3043 Btuh_ Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Gravel 0.032 30.010.0 2020.0 1.40 2831 Btuh Ceiling Total 2020 (sqft) 2_831 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 2020(ft-perimeter) 0.0 0 Btuh Floor Total 2020.0 (sqft) 0 Btuh iF Zone Envelope Subtotal: 18241 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.51 24240 0.60 2_08.7 3443 Btuh Internal Occupants Btuh/occupant Appliance Load gain 8 X 230-----+ 1200 3040 Btuh Sensible Envelope Load: 24724 Btuh j Duct load Average sealed,Supply(R6.0-Cond_),Retum(R6.0-Cond.) -_ (DGM of 0.000) 0 Btuh i Sensible Zone Load 24724 Btuh EnergyGaugeO/USRFZB v3.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) ALEXANDRE RODIER Project Title: Climate:FL_MIAMI_INTL_AP 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL 5/15/2012 �f 'Component Loads for room#Z:?Se,CIND FLflfJR Type* Overhang Window Area(sqft) HTM Load window Panes SHGC U InSh IS_O_rnt Len Hgt Gross Shaded Unshaded Shaded Unshaded 13 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 27.0 0.0 27.0 12 12 323 Btuh 14 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 96.0 0.0 96.0 12 12 1148 Btuh 15 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 52.0 0.0 52.0 12 12 622 Btuh 16 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 13.0 0.0 13.0 12 12 155 Btuh 17 1 NFRC 0.30,0.60 B-L No N O.Oft O.Oft 24.0 0.0 24.0 12 12 287 Btuh 18 1 NFRC 0.30,0.60 B-L No E O.Oft O.Oft 18.0 0.0 18.0 12 28 495 Btuh 19 1 NFRC 0.30,0.60 B-L No S O.Oft O.Oft 96.0 0.0 96.0 12 13 1267 Btuh 20 1 NFRC 0.30,0.60 B-L No S O.Oft O.Oft 64.0 0.0 64.0 12 13 844 Btuh 21 1 NFRC 0.30,0.60 B-L No S O.Oft O.Oft 24.0 0.0 24.0 12 13 317 Btuh 22 1 NFRC 0.30,0.60 B-L No S 0.0ft O.Oft 16.0 0.0 16.0 12 13 211 Btuh 23 1 NFRC 0.30,0.60 B-L No W O.Oft O.Oft : 24.0 0.0 24.0 12 28 661 Btuh 24 1 NFRC 0.30,0.60 B-L No W O.Oft O.Oft 72.0 0.0 72.0 12 28 1982 Btuh 25 1 NFRC 0.30,0.60 B-L No W O.Oft O.Oft 16.0 0.0 16.0 12 28 440 Btuh Window Total 542 (sqft) 8752 Btuh Walls Type LI Value R-Value Area(sqft) HTM Load Cav/Sheath 6 Concrete Blk,Hollow-Ext 0.08 5.0/5.0 508.0 1.2 605 Btuh 7 Concrete BIk,Hollow-Ext 0.08 5.0/5.0 390.0 1.2 464 Btuh 8 Concrete Blk,Hollow-Ext 0.08 5.0/5.0 520.0 1.2 619 Btuh 9 Concrete Blk,Hollow-Ext 0.08 5.0/5.0 296.0 1.2 352 Btuh Wall Total 1714 (sqft) 2040 Btuh Ceilings Type/Color/Surface U-Value _R_-Value Area(sqft) HTM Load 2 Vented Attic/Light/Gravel 0.032 30.0/0.0 1400.0 1.40 1962 Btuh Ceiling Total _ 1400 (sqft) 1962 Btuh Floors Type R-Value Size HTM Load 2 Interior 11.0 1400(sqft) 0.0 0 Btuh Floor Total 1400.0 (sqft) 0 Btuh Zone Envelope Subtotal: 12754 Btuh Infiltration(Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural _0.51 16800 0.40 139.9 2309 Btuh Internal Occupants Btuh/occupant Appliance Load gain + 1840 Btuh g i 8 X 230 0 ( Bt Sensible Envelope Load: 16902 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0-Cond.) (DGM of 0.187) 3160 Btuh Sensible Zone Load 20062 Btuh EnergyGauge®/USRFZB v3.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) ALEXANDRE RODIER Project Title: Climate:FL_M[AM I_INTL_AP 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL 5/15/2012 EnergyGauge®/USRFZB v3.0 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) ALEXANDRE RODIER Project Title: Climate:FL_MIAMI_INTL_AP 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL 5/15/2012 SYSTEM( R PS tf3L Sensible Envelope Load 24724 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 24724 Btuh 1 Latent infiltration/ventilation gain 8229 Btuh Serving Zones: Latent duct gain 0 Btuh 1 Latent occupant gain 1600 Btuh Latent other gain 0 Btuh Total block load 34553 Btuh Sensible Envelope Load 16902 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.187) 3160 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 20062 Btuh 2 Latent infiltration/ventilation gain 5518 Btuh Serving Zones: Latent duct gain 1679 Btuh 2 Latent occupant gain 1600 Btuh Latent other gain 0 Btuh Total block load 28860 Btuh EnergyGauge®/USRFZB v3.0 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) ALEXANDRE RODIER Project Title: Climate:FL_MIAMI_INTL_AP 1009 NE 104 STREET RODIER RESIDENCE MIAMI SHORES, FL 5/15/2012 lilllH(71LE HOUSE Tt�TALS. Sensible Envelope Load All Zones 41626 Btuh Sensible Duct Load 3160 Btuh Total Sensible Zone Loads 44786 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 44786 Btuh Totals for Cooling Latent infiltration gain (for 58 gr. humidity difference) 13747 Btuh Latent ventilation gain 0 Btuh ( Latent duct gain 1679 Btuh Latent occupant gain (16.0 people @ 200 Btuh per person) 3200 Btuh Latent other gain 0 Btuh Latent total gain 18626 Btuh TOTAL GAIN 63413 Btuh EQUIPMENT 1. Central Unit # 36000 Btuh 2. Central Unit # 36000 Btuh *Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N), Full(F)or Half(%)) (Omt-compass orientation) Version 8 EnergyGauge®/USRFZB v3.0 Page 5 YM12 Nuaue Indust,Inc. % R. 41, rf"r "^!r. r✓N''3` ' f �,aa'r' ` r r CIni "1AetWers _ . HEAVY WELDED CONNECTORS Wood to Concrete Truss Hangers NVFHE ABLE LOADS("IS-) (Power Fas"rm") CottOrefie 2°HID _ SD'enlljt6 Carrled 16"HIGH (psi) Trum 1 Ply 2 Ply 3 Ply 4 Ply 5 Ply 1 Ply 2 Ply 3 Ply 4 Ply 5 Ply __ .. , Gravity E1A HE3 NWHE4A HESANWHEIBNVFHE2BNVFHE3BNVFHE4BNI/PHESIIE 2000 & 4550 4550 4700 8900 9100 7000 7000 7000 11450 12225 Uplift Gravity 2500 & 4725 4725 7700 9250 9450 7275 7275 7275 11725 12712 Uplift ; Gravity 3000 & 4900 4900 8000 9600 9800 7550 7550 7550 12000 13200 ` Uplift Carried A(in) 8(11n) Ply x0n) Truss 1 '4° 3A 1 1/4° 3 112° �4A,4B�i 1 8 4 4° 3 5 1%2" 1/4 4 7_ _ ._ F J y Fl R S Fr+gt LL !�a wpa, l' its TV of TO" *map- Isometric a for all MVl'HE ww,n"uetndu$WOB- om/woodto=ax te_6.php 112 3=12 Nuvue ttttkakies,Inc. twonnecters AIL-EMUS N" tK n BE n.bm 40.N 1 29,30 WOW toZL M 48.19 top of&wm tl • U C r Lr Thm I� 3 44"M 44"M S 7h= s fibi P For Bolts ' t tion Ssse a. Decal , s r Jr � •� 4� w A� dMp a Wriled t Alyd 8�i Dq6 i D1 r�m0� 76' Structural Notes:Wood to concrete and Wood to Wood connectors 1.All designs conforms to 2006/2007 FBC and 2006 IBC and IRC and NDS 2005. 2. 3/160 thick structural steel shall conform to ASTM A36 yield strength 36000psL All Bolt holes are 13/16° diameter. 3. All welding shall be minimum 3/16" with E70 electrodes and shall conform to latest AISC/AWS codes. All welds shall be fillet welds. 4. All power fasteners wedge bolt anchors shall be manufacturer's published Information. Minimum anchor diameter Is 3/4"and anchor embedment shall be 6% S. Uplift values In concrete shown are reduced for bolt spacing and edge distance. Power Fasteners are used without 33%Increase in allowable values. 6.All bolt values in wood conform to NDS 2005 for southern pine, G=O.55.Values for other species shall be adjusted as per NDS 2005. 7. Bolts shall not penetrate Truss top and bottom cords and shall only be through Truss Verticals.Bolts thru wood shall conform to section 11.1,2 of NDS 2001 and table 11 G for iy shear values. 8.This connector shall only be used for wood members loaded parallel to grain. FL.Re&#12847 9.Steel stress is not Increased by 33%. 10. Provide plywood shims to dose the gap between cabled truss and steel connectors 15123 L=*M to prevent bending of bolts. ere&I.e 11.All products are painted Royal Blue for easy Identification. 1Houc n,Xexu 177068 A More Wood to Concrete Connectors: 1I2I.1I4I5I6IZI119IJo ill 133 1-3 ww nu-►ueindustries. 6.php 2/2 3/28/92 Nuwe Indushtes,Mc t r v r t N d xA f t - E NO AV Manufactimeis._ 1iiM CltEf sItR ia! ekx*y Sx v • rests 1;411- Vll HEAVY WELDED CONNECTORS Wood To Concrete Truss Hangers NVFHE We Lateral Loads(IbS.) Power Fsasteners, Concrete 12"High 16"High Strength Carrier i Ply 2 Ply 3 Ply 4 Ply 5 Ply i Ply 2 Ply 3 Ply 4 Ply 5 Ply PSI TrUSS 'NVFHE1A HE ,NVFHE3A HE4A NVFHESA NVFHE1 NVFHE2B NVFHE39>NVFHE4BNVFHE5B Li 1600 1600 3200_ 3200 32Q0 1750 2000 1750.. 1750 3450 3450 L2 890 1790 2390 2690 2690 1330 2680 3580 4030 4030 2500 L1 1525 1625 3250 3250 3250 1765 1765 1765 3505. 3505 L2 890 1790 2390 2690 2690. 1330 2680 35$0 4030 4030 3000 L1 1650 1650 3300 3300 3300 1780 1780 1780 3560 3560 L2 890 1790 2390 2690 2690 1330 2680. 3580. 4030, 4030 Carried a(in) b(in) PLY X(IN) 3A i 1/4" 1 A,48 11/88 43/40 2 31/20 11/4" 6 3 5 1/2° 4 7 5 8 1/2"` 4*logo X Isometric ° (40' Off NVFHE "I i° ,• • Ear AP.He M.A. ww.nu-vudndusbies.CO"b'%t toconcxete 4.php 912 3/ M2 Nuvue Industries,Inc. (:Or1r18Ctt3�8 WAW try Mt J&4k 0 TO Ot s w o s r+9 n For Solt'I Location See DetMi Structural Notes:Wood to concrete and wood to wood connectors. 1)All design conforms to 2006/2007 FBC and 2006 IBC and IRC AND NDS 2005. 2)3/16"thick structural steel shall conform to ASTM A36,yield strength 36000 y�N.ibta4 PE psi.All bolt holes are 13/16"diameter. (civil) 3)All welding shall be minimum 3/16"with E70 electrodes and shall conform to FL.Re #12847 latest AISC/AWS codes.All welds shall be fillet welds. 4)All Power Fasteners wedge bolt anchors shall manufacturer's published 15123 Lmnem Information.Minimum anchor diameter Is 3/4" and anchor embedment shall be Creep Lane 6"• Houston, 5)Lateral values in concrete shown are reduced for bolt spacing and edge distance.Power fasteners are used without 33%increase In allowable values. 6)All bolt values In wood conform to NDS 2001 for souther pine,G=0.55.Values far other species shall be adjusted as per NDS 2005.Bolts are 3/4"diameter. 7)Bolts shall not penetrate Truss top and bottom chords and shall only be through Truss Verticals. Botts thru wood shall conform to section 11.1.2 of NDS 2005 and table I G for shear values. 8)This connector shall only be used for wood members loaded parallel to grain. 9)Steel stress is not increased by 33%. 10)Provide plywood shim to dose the gap between truss chords and steel connectors to prevent bending of bolts. 11)Lateral loads shall be combined with Uplift loads to satisfy the equation: Actual Uplift + _ Actual Li —Actual L2 Allowable Uplift Allowable t + Allowable L2 <= 1.0 12)All products are painted Royal Blue for easy Identification. More Wood to Concrete Connectors: 12 3 4 1?II19 10111 [e':. ww nu-vuef►uiustries. 4,php a , o ~ MIA I MIAMI-DADS COUNTY PRODUCT+ T CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(BNC) 11805 SW 26 Stems,Room 208 BOARD AND CODE ADMIMSTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(7867 315-2599 .NOTICE OF ACCEPTANCE (NOA) www 2590 F(780 bo_ili Cast Crete Corporation P.U.Box 24567 Tampa,Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations veining tl�e,use construction materials. The documentation submitted has been reviewed and accepted by 11a�►i-�3a�e qu -Product Control Section to be used in Miami Dade County and other areas where allosle )b�+ heA�6tho Having Jurisdiction This NOA shall not be valid after the expiration date stated ow.,Theamr JCounty Product Control Section(In Miami Dade County)and/or the AHJ(in areas other l is i D e ll .}reserve the right to have this product or material tested for quality assurance purposes, If this proriucor mte�real fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the A may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. BNC reserves the right to revo k e this acceptance, if it is determined by Miami-Dade County Product Control Section 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: "Cast-Crete"8 inch High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT:Drawing No.FD8,tided°Cast-Crete 8"Lintel Fabrication Duals",sheets 1 through 3 of 3,prepared by Craig Parrino,P.E.,dated June 7, 1996,last revision dated February 17,2006,signed and sealed by Craig Parrmo,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING:Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami-Dade County logo. 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#06-0222A1 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,do E-4 as well as approval document mentioned above. The submitted documentation was reviewed by H,ellmy A.Makar,P.E.,M.S. �J J�X6� NOA Na 11-8121.04 • tttt jj' Expiration Date: M1/2016 Approval Date: 04114120 Cast-Crete Comm-don NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#96-0613.41 A. DRAWINGS L Drawing No. FD8, titled"Cast-Crete 8"Lintel Fabrication Details",prepared by Craig Parrino,P.E., dated 06107196, revision#1 dated 11108196, sheet 1 of 1, and Draining No. LT8, titled"Cast-Crete 8"Lintel Safe Load Tables-,prepared by Craig Parrino, P.E., dated 06107197, revision#4 dated 04128198,sheet 1 of 1, both drawings signed and sealed by Craig Parrino, RE B. TESTS 1. Test report on flexural testiing on Precast and Prestressed Concrete Lintels Filled Models, total of(36)concrete lintel specimens,per ASTM"29--94,prepared by Applied Research Laboratories, Report No 29702B, dated 07130197, signed and sealed by Christopher A. Haman, P.R C. CALCULATIONS L Calculations for Cast-Crete 8-inch Lintels, dated 06106196, 349 pages,prepared by Craig Parrino, AE., signed and sealed by Craig Parrino, P.E. z Calculations for Cast-Crete 8-inch Lintels, dated 11111196, 45 pages,prepared by Craig Parrino, P.E.,signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS L Mill Certified Inspection Report S110#4 dated April 1996for cement by Southdown Brooksvidle Cement Laboratory. 2. Mill Cert led Inspection Report#20-8275 dated 06120195 for prestressing strand by The Crispin Company. 3. Alild Certified Inspection Report#20-8345 dated 11113195 for prestressing strand by The Crispin Company. 4. Mill Certified Inspection Report#2111-078240 dated 04125196 far#3 rebar by Ameristed. S. Mill Certified Inspection Report#84-M19614 dated 02129196 for#5 rebar by Birmingham Steel Corp. 6. A4211 Certified Inspection Report#58-A 66332 dated 01128196for#4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report#84-M20749 dated 04105196 for#5 rebar by Birmingham Steel Corp. Mill Certified Inspection Report#84-M19805 dated 03106196 for#4 rebar by Birmingham Steel Corp. •CUimi A.Makar,P.E.,M.B. BNC,Product Control Uult Supervisor NOA No.11-0121.04 Expiration Date: 0541/2016 Approval Date: 04/14/2011 E-1 Cast`tl Corporation NOTICE OF ACCEPTANCE: EVIDENCE SU$MI Tm 9. Mill Certified Inspection Report#84-A01208 dated 04121196 for#4 rebar by Birmingham Steel Corp. 10- Mill Certified Inspection Report#8411120652 dated 04103196 for#5 rebar by Birmingham Steel Corp. 11. Mill Certified Inspection Report#84-M20749 dated 04105196 for 45 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast-Crete Machine Made Precast Lintels dated 05114196 13. Quality Control Manual for Prestressed Products dated 03120193. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#03-0605.05 A. DRAWINGS: 1. Drawing No FDB, titled"Cast-Crete 8"Lintel Fabrication Details", sheet 1 of 1, prepared by Craig Parrino, P.K, dated June 7, 1996, revision#2 dated January 28, 2003, and Drawing No. LT8, titled"Cast-Crete 8"Lintel Safe Load Tables", sheets 1 &2 of 2,prepared by Craig Parrino, P. dated June 7, 1996, revision#5 dated March 24, 2003, all drawings are signed and sealed by Craig Parrfno, P.E. B. TESTS: 1. Test report on fieaural testing on Precast Concrete Lintels Filled Models, total of (12)concrete lintel specimens,per ASTME-529--94,prepared by Applied Research Laboratories, Report No 30404B, dated 04123103, signed and sealed by Christopher A. Ramon, P K e1 y A.Makar,P.E.,M.S. UNC,Product Control Unit Supervisor NOA No.11-0121.04 Expiration Date: 054112016 Approval Date: 04/14/2011 E-2 Caste Corporation NOTICE OF ACCEPTANCE:__ EVIDENCE SUBMITTED C. CALCULATIONS: 1. Calculations for Cast-Crete High Strength Precast and Prestressed 8-inch Lintels,dated May 29, 2003,sheets L I through 1.493 and 21 through 2336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast-Crete Machine Made Precast Lintels revised on May 1, 2002. 2 Cast-Crete Quality System Manual for Prestressed Products dated 2002. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 00641222.01 A. DRAWINGS 1. Drawing No FD8, titled"Cast-Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3,prepared by Craig Perrino, P.E., dated June 7, 1996, last revision dated Februat y 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. M Miami-Dade iami Dade Buildin g Code Compliance 4�c e. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast-Crete Corporation, dated February 20, 2006, signed by Craig Parrino, P.K lmy A.Maker,P.E.,M.S. BNC,Product Control Unit Supervisor NOA No.11-0121.04 Expiration Date: 05/21/2016 Approval Date: 0411412011 E-3 Cult-Crete Cgmgmt on NOTICE OF ACCEPTANCE: EVIDENCE S�TN�TTT +D 5. NEW EVIDENCE SUBMITTED A. DRAWINGS L None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. (QUALITY ASSURANCE 1. By Miami-Dade Building and Neighborhood Compliance Department(BNQ. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast-Crete Corporation, dated January 18,2011,signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2{X17 Edition. elmy A.Maker,PAE.,M.S. BNC,Product Control Unit Supervisor NOA Na 11-0121.04 Expiradon Date: 0MM2016 Approval Date: 04114f2911 E-4 yu �j % \\\ HIGH* STRENGTH PRECAST AND IF PRESTRESSED CONCRETE LINTELS loin Room IM IMINI. wl- y,a�t._.. _,_�,r. „•r. .,is , :,.�._„ �a,x - ....,,. ,,,, :u� ,�-,i�1 e,z : , a .._ ��, n,,,� .....:.... 1, -^r. '!!�,:!'lln�+�.l r�r RT.';�47,�.'!►T. R!"}°','r!"[f.'S1n+�!�/r .. •_ J17 ■ ..Yr^ �i%.�.:ir '`J t•hfli:i ��IYlii iZ .;� T»S, M _.l � �31�' 'Af;IRR3il1�3rn f��.il��'1♦�,.,�' ��=tJl- x.,I "'a j, v� Y'E.i7LA'i,i4:=. r1til� �•i, �,, StlCli[SF ltrc k7�' rr 9 i1r5r7 l3i GUEM rxz�rrrrc:_i.��[L�;a►r-�rs�-;i��. Fs�L➢L►'F�'7<L7(r.�:�36Zi7�7t��'IP�t,�Lld ■ w alrz�citJ...:�[LS�]iLZ�Y�.irn3t•tt� .r-r. a ,, ,? + , a[}iCJit�3+ 7(?"�Vt..i::.::>tiar...ii/tlY •u,r:,�. -�.....,c. � .�i[ 3fLii. :.....JF.SQ:ii47c;�'']f"�3ir7L7�7 �•.,;. Ci.rs waerur�rvcYa f[l��tt f :,; [I�Cc]iLZTiff-i�� - E]�IYFlt i'3FiCl�rr,�rt� F7 [1CSi AWX.y liii![.�...�c cra.Ficr3 1Ci`.�WL1nr, tcYl ��Fa '![[3G4i�®�m CSG�rI<3 :i�.�s.xi.....1C�C.iitlt�L!.1CYCiiLfL.9t•[:fltt Feral[�C'�lfetur_i,iY..t.��urrrt rra:�F��,ai��n t;�, ��iiwiiiiri� [lc.:,am m-r ■, 1umimr,ju 1CdSarF - y�ar�r Elc. r. tr�eu / r:i r. �l r_ 6t�i[3IL7L.Plr,Y 3LLY3iltlf I�ICIY�iM!H � fj'.,7,n,,FL il�i(;�irjllt` "moil. FZT1 n3EY:�iC/L7Ks / w [1031[�SCIir CSCSt[x��1fi1'�C.1�,.11]f'e� ,Vb�...i[�diiG7llE�t ti : -„_,�^.• Tip►4 [SCSI[SQI'iiCSG:ii[L�_z/1a1:lC.i+_.;fRtS'r tfG13J[1�1i[:�L1�.� r: h- . [iC1iLIC.Yr1;iCSi[3..3EiVrolu�.:aC'ls4 .ff�.S[ i[7Llt� '' , � "'. [Mrirx^7E�lr Z s LlC T u.arc ,i ,r c ar7nn rcJ�rasacaar >trrr —ri erinr[as /�- / / rsa ray ia�.��1�3E•1�� 3i �J�.��,Kr[��u z �� r•1!t JC,I � /1� xl6li•1■O1 J Y i► ice,/}��(�7 �,�,y GRAVITY LOADS FOR 8°PRECAST 8 PRESTRESSED U-UNTMA on LATERAL LOAD$FOR _ 8°PRECAST 8 PR2E8TRE88E0 U4MTELS SAFE UPLIFT LOADS FOR 8"PRECAST a PRESTRESSED U-UNTE1,8 SAFE LOAD•POUND PER LINEAR FOOT C�j om SAFE L IOPA SAFE LOAD-POUNDS PER LINEAR FOOT TYPE ✓Y8-Oli am-0 Bt"BR20-08 tiF24-OB 8F�-�BF32-08 NF TYPE ve-tT wt2-rr 8 w—ff BF20-IT�1h1T X28-tT 8FS1_1T 42*-10"(341 8-8-18 OF12-18 V'18-18 WA-18 WO-19 BF28-18 WA-iB LENGTH �E BUS $F8 WU& LENGITH 8F8-�T 5852-2f�iB-2T BF�R �" AT WAt tf 5612-2t PRECAST 2231 460 8115 7847 8074. 156784. 11809 1872 5573 4448 5747 7W4 8321 9808 3934 4 ells 7847 W4 10384 1-4134 2'-10"(34°} PRECAST 1293 1842 2135 2'-10°(347 PRECAST 0 3m silt- 8183 W 8344 9602 10891 1972 3173 4480 8747 7034 8321 ow 3'-8 (427 PRECAST 2231 � 4834 9113 7647 3474 IOW n= 3`e" (427 PRECAST 1025 1024 1830 3'-6' (427 PRECAST 1834 Asa 3847 4s� ant 3413 7838 2881 2785 3� 4347 ?034 8187 -4489 2824 X47 41188 1591 6813 7858 4'-O" (487 PRECAST 1966 4 errs 7647 t 4'-0. 4'18') PRECAST 765 763 1365 4'-0' (487 PIECAS�' � 5534 4855 6740 ai347 i5B3 2194 8740 $W 4-8° (547 PCAST iS99 ° ' 03z4 4'-8' (547 PRECAST 592 591 1057 4'-6° (S47 PRECAST 1 2724 t " 34 073 8113 7847 34P2 104 11834 1207 1 2724 4 S0T7 5181 5'-4 {847 PRES7tSl 12x7 ue3 3M 0M 7847 51 tot 5'-4° (647 PRECAST 411 411 734 $'-4' (647 PRECAST 1134 1173 1831 20 8 5009 3479 1818 184/ 20 29 3347 4234 4924 5'-10•(707 PRECAST 1082 5419- 2871 4360 71N 7181 aT28 5'-10'(747 PRECAST 340 339 607 5'-10'(707 PRECAST 349 1492 2343 2344 3347 4� 1238 2tn 3 3911 3707 4383 6lSt 934 1 W2 2083 G94 3 3341 44gg 6'-8' {767 PRECAST 908 1238 2177 i wt 8-6" (787 PRECAST, 507 721 483 8'-8° {787 PRECAST rte 1140 1 2419 W i 5488 3438 5728 2832 2M 2 i1W 1880 2449 3198 7-8° {94)7 PRECAST 743 -toll i7n 7'-$° (907 PRECAST 424 534 357 7'-6' (907 PRECAST 727 1021 104Cg 3903 9'-4" (1127 PRECAST S� i1t0 ifs XW 2818 m itM 1e3a 2121 3MB 1248 1 2344 0--e (112'PRECAST 326 512 227 9'-4" (1127 PRECAST t left 10'-8°(12b PIEGtST 475 1247 =3 2777 21434 t 4094 2455 2842 fla =3 278- 4784 10'-6"(128°)PRECAST 284 401 178 - PRECAST 21973 — we 348 t X44 11'-4'(138°)PRECAST 362 t2 iBM x425 3117 4008 11'-4 1 260 452 152 11'-4'(138,PRECAST -034 1272 iet0 1749 640 1344 2WS M92 344 1028 1422 1738 2083 2 12'-0'(1447 PRECAST 337 t9e4 2193 2¢� 12'-0°(144'PRECAST 244 402 135 12'-0'(1447 PRECAST 473 441 735 ex list rye 5881• 471 14G -4134 2318 2883 -349 -849 own 13'-4(1807 PtEG51 298 475 ton r836 2116 2343 13'-4'(180)PRECAST 217 324 109 13-4°(180'1 PRECAU 4i8 573 4106 Tai 992 t144 424 1326 1897 2127 2Q10 873 434 71Q 1148 14M 1718 1343 14-0'(1887 PIECIST 279 442 i5M 1897 2-27 14'-0'(1887 PRECAST 205 293 98 14'-0°(1�7 PRECAST 344 348 50 723 w 1342 1216 14'-8°(1787 PRESTRESS 410 tA61 2248 %i7 2712 14'-8°(1787 PRESi1 SSE0 N.R. 284 89 t4'-8°(1787 PRESTRFSSm s19 675 gig I tp t8t 340 988 1324 15'-4°{1847 PRESTR ED Nit, 710 1� 1733 2sm 15'-4.0847 PRESTRESSED N.R. 259 82 18'-4"(1847 PRES11 '� t4ffi NR 609 17'-4•{ 7 P N R � ISQ 17-4"t2a87 PRESTRESSED N.R. 194 63 17'-4•(2087 PRESTRESSED 597 31 404 aA 784 072 19'-4'(2327 Pi#STREW NA M4 IR NR rR . 191 22 � 752 983 283 420 m 1037 5282 refs m8 18'-4�7 N.R. 148 5f 19'-4-(2327 PRESTRESSED so 148 21'-4'258 PiESiRESSM tee 251 424 818 831 t�7 5118 ( 7 NR. tt�t4 1� t� 21'-4°(2567 PRESTRESSED N.R. 125 42 21'-4'(2567 PRESTRESSED t'O 198 �9 345 � 887 a" 22' 0'(2847 P[E$iRESSEp N.R. 34 Nt m tat Nt 141 230 3W �1 7W 343 5034 186 at 784 t4u7 -234 1348 22"D'(2647 PRESiRESSED N.R. 116 39 22'-0'(2847�0 '� tea 176 461 543 in 1 24'-0'(2887 PRESTRESID 14A 1� no � 864 034 ta91 12� 24'-11•(2897 PRESTRESSED N.R 91 33 24'-W(W)PRESTR�ED 124 t7s 257 341 4,6 495 4398 ({1) 171 P ARE t 124 200 818 460 786 878 CR40 FIELD AM REBAR.SEE NOTE N0.4 �NO1E 18 f)THE N111MER5 TN PARENT MS ARE Pa_W_ff_9W S FOR CR40 7 A00E0 SEE NOTE NO 4 PRODUCT as > 41W4°t+.r a .o/ 6124CR5794E•tOMO� oil SEE GENERAL NOTES - SHEET 8 OF 8 FL P 0C.O cw CAST—CRETE 8" LINTEL. FABRICATION DETAILS low --Ap 4;ft� ' 79e MIM 4861I9t igo 49ea4>te r wa 865 to mu o+ MW ►L-RL0.89.447M MM ft tW t SAFE GRAVITY LOADS FOR r PRECAST tall 2"RECESS DOOR U-UNTELS eAP9 LATERAL LOADS FOR 8 PAST ad Z"RME 88 DOOR U•LRI'TBLS SAFE UPLIFT LOADS FOR 8"PRECAST vil 2"RECESS DOOR U-LINTELS SAFE LOAD-POUNDS PER LINEAR FOOT C 8AFPPLF /►�I►4 SAFE LOAD-POUNDS PER LINEAR FOOT• LEPIt177FI TYPE 8RU6 W 89F1'4-W t� TYPE RE}NF �w``11�1 �pE ago tr et�ta Sato 8018--f ea�-t rye- Aso t9�f9 rxafo-ttr eta-te t¢a,e-I - ee-t - LENGTH 8RU6 SRF6U+ LENGTH a- �� 4'-4° {527 PRECAST 1835 17a9 3m 32W 4N8 8421 8493 78W 1891 3m 5m so imW 9479 toea3 4'-4° {527 PRECAST 758 757 1365 4'-4° {527 PRECAST W 1748 Hn � 4409 5296 6183 1 J063 2992 398E 4818 5924 8804 174 2&18 3�2 4a s '8183 4'-6° (541 PRECAST 1494 1788 38� 5m so SM 9479 1M3 4'-8° (547 PRECAST 694 693 1249 4'-6° (541 PRECAST � IM 4t 4M. 0074 5K4 ' 920 1770 1716 2277 28� 3402 ° 857 1875 2W 3374 4324 $074 8924 5-8° (� PRECAST 1187 2�1 4887 8�9 7917 931t 5-8 (� PRECAST 408 407 734 5'-B° (687 PRECAST 1301 1969 �fe 3277 � 4694. 5'-10° 1851 1600 2124 2849 3174-:W- 818 130f 1= 28tH 3277 3M 4894 (707 PRECAST 8f0 1113 2342 4242 8619 a7o8 5'-10°(707 PRECAST 3$2 381 687 5'-10°(70°) PRECAST OM 12U e6 3178 �t8 4481 Wt 1828 3I2t1 SO46 7747 9449 7 698 f2B1 1800 2M 3178 3918 1485 6'-8° (807 PRECAST 797 1824 3120 11018 7916 9479 t 6'-8°.{� PRECAST 595 788 610 8'-8° (807 PRECAST 1012 1051 M4 2788 3312 3886 7'-6° (907 PRECAST 7W 1480 2450 3778 5743 75 8623 370 1097 1651 2� 2768 3312 3m NO 2 3776 57x1 r-6' (07 PRECAST 509 674 393 7'-8° {907 PRECAST 1482 1982 2442 X31 3287 489 898 I= 2�3 3128 4991 3148 , 1462 1882 2442 2031 3421 s'-8° (1167 PRECAST 4tf 9a 1: 3t� ate wf 9-8" (1187 PRECAST 370 490 227 9'-8° (1187 PRECAST' M 4e, 9" f3o, 1640 t 2s2z (0)THE NU618ERS IN PAIENTNESIS ARE PERCENT REDUCTIONS FOR • 889 1135 1814 f883 2 X82 0840 FIELD ADDED REBAR.SEE NOTE N0. 4 E 18 (#I THE Kftf RS IN PAREt4HESIS ARE PERCENT REDUCTION$FOR MaLlm 0840 FIELD ADDED FEW SEE NOTE NO 4 ,)Yate,io' Bs6R� 12)Ilef� �6't/r wro o at ea Ma ro awe TYPE DE.SIGNAnm . YpYp��9tgnt y� mscd grw6� F.1111 WN MR//0g=19I um -F�"��ra t8 a1 � °ate ar 0981 a�, ffiI.I} I�' Oi�lattQ. � ` t � �•2�b•rebm8m "' � � °. (� (� °�� :.• �'�� SF16-1$/IT 1 dd tdataodd ba4 . . • • ,, y"• 2)M 6afs BoYe go vftot w f $ab qw S 1.9 p�� d 16)For-MM&s1 $:•• •"�"f L`9t 971W E 04.9 wpm to E� •M �a(eoA 4m•md low tulyht eho.a • •t • j. emimYl IiitO a 16}Fm Odd W&#4 dM on sate ba4 tam and WW ftgq,2% gpBpR. 3)n4ft bd mw bet ad hw 1wA 17)sole bob an enpmR,ryorad dlaabte btla. +'r /8 a w s" 4J ° mn.l0 9178 in8wto sr paa d won tar 18)Admemd btmd bad am,b o r1 b7 0k 6y PdmdWp addBand .•.:? �� '•' 44.. in. gum* 7-8'' 8F31A-S did apt 0A mmaa7 atmv tbs Iid�L sn tl , a'r :'6�1 rodelr ,b8,9 a f6 x a 8o r 9uHBaq �•;� ,. •' :1,,;' r'' _'•4,. S Sbae imed EaEd.m ; ENE.33 7)on 07 fdo ON bo=bdmw fa to/3 IdWL m•18DOpd i;o „+ ;;n ,' ,'• t it W or a<EeW NMI caw$%a 9a a damwd .1•: �' � ra t�xott d0ommlb. SM SAE IATSK LOAD • • • • • • • • • • i OF LM WAY ryp� aka y �, T/SI.FS FOR LOAD RM - BOIIWt ti e t0de MA AM I ftpffL and Ynsw of d-»tmo Ua r:i•.: FULI.i�URSE Ei t68PJ. it)90th,M GM lWW fs be baatm at Er bed=of EM MW mt. • e ORMPARFM of 8324CRW c41 BE;FFNER.R 3M R-P.E.LIQ NO 44786 CAST—CRETE B" LINTEL FABRICATION DETAILS � ms�, txtwn.t� ar, �twr Eutr, �to:taut: 8661 OAG ixta�b et, Wp PAS Pb-mg.�aQtl Em 790 w A_ , M I A M 1.3ADE MIAIVII-DADE COUNTY,FLORIDA ® METRO-DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) United Steel Products Company. 14305 South Crass Drive#200 Burnsville,MN 55306 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 Ccbl"l Division and accepted by the Board of Rules and Appeals(BORA)to be used-in Miami Dade-County 4r a as,where allowed by the Authority Having Jurisdiction(AHJ). k' This NOA shall not be valid after the expiration date stated below. The Dty duct Control Division(In Miami Dade County)and/or the AHJ(in areas other than unto)reter've the right to have this product or material tested for quality assurance purposes. If thi oCterlxl f_a��il�s to perform in the accepted manner, the manufacturer will incur the expense of such 6nn�d the Alt{? ,Y immediately revoke,modify,or suspend the use of such product or material within their jurisdietidnCISR ,i eserves the right to revoke this acceptance,if it is determined by Miami-Dade county Product Control Divisionhat 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 7- %y ' Hurricane Zane. DESCRIPTIO==: &THDH Serer Wool Connectors. APPROVAL Drawing No MH94)6, titled "HUS Series", 'THD Series", & 'THDH Series" sheets 1 through 3,dated 09101106,prepared by United Steel Products Company signed and sealed by R.W.Lutz, P bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance (NOA) number and Expiration date by the Miami.Dade County Product Control Division. MISSILE IMPACT RATING:None 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. ADVERTMEM EN`i': The NOA number prwAed 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,evidence page E-1,E-2&approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No:06-0921.05 Egdraflon Date: March 15,2012 Approval Date: March 15,20V7 Page 1 L _ A A H _HUS26 PRODUCT JOIST STEEL DIMENSIONS FASTENERS DESIGN LOAD CODE SIZE GAUGE W H D A HEADER JOIST 00%16d 6 F HUS212-3 HUS175 1-3/4x5-1/2x7-1/4 16 1-13/16 5-3/8 3 1 2 (14)16d (6)16d 3000 1975 HUS177 1-3/4x7-1/4-11-174 16 1-13/16 7-1/8 3 2 (22)16d (8)16d 4025 1800 HUS179 1-3/4x9-1/4-14 16 1-13/16 9-1/8 (30)164 (10 45EID 10 6d-.M�S. 197 2 x 10-12 16 3-5/ r HUS412 4 x 12-14 14 3-5/8 /8 2 1 (10)164 (10)16d 3000 2665 HUS46 4 x 6-8 14 3-5/8 1015 HU_S48 4 x 8-10 3-5/8 2 1 C )164 < )1 80 1550 526-2 ) 2 x - 4 3-1/8 Xfid 142 1015 26-3 (3) 2 x 6-8 4-1/2 2 1 (4)16d (4)16d 1080 1075 HUS28-2 (2) 2 x 8-10 14 3-1/8 - 1 ( )1 d (6)16d 1800 1550 3) 2 x 8-10 14 4-5/8 6-3/8 2 1 (6)16d (6)16d 1800 1550 as com wa 40 HUS210-2 (2) 2 x 10-12 14 - 9-1/8 2 1 1695 ode HUS210-3 (3) 2 x 10-12 8 2320 1695 lie 3 HUS212-2 (2) 2 x 12-14 !4 Ek/ - 1 t ) 6d < > d 00 2665 =OX HUS212-3 (3) 2 x 12-14 14 - / i <10 6d (103 6d 000 2665 GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 UNITED STEEL PRODUCTS COMPANY STRUCTURAL GRADE 33, AND A MINIMUM 703 RIM ME, M0INT00Y, Wj %069 PHONE (507) 364-7333 GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS NAME, HUS SERIES OTHERWISE NOTED, 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION DATES ROBERT W. LUTZ 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 09-01-06 PROFESSIONAL ENGINEER (STRUCTURAL) 19% OR LESS) ALL TESTS PERFORMED IN FLORIDA LICENSE. NO. 55409 ACCORDANCE WITH ASTM D1761. SHEETS DRAWING NIL 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 60% FOR WINDL13AD MDADE CONDITION. NO FURTHER INCREASE IS ALLOWED. 1 OF 3 MD 09-06 A • A + THD1 5 •• PRODUCT JOIST STEEL DIMENSIONS FASTENERS DESIGN LOAD CODE SIZE GAUGE HEADER JOIST 16d 16d W H D A UPLIFT THD412 THD175 !-3/4x5-1/2-7-1/4 14 !-7/8 5 3 1-7/8 (18)16d (12)10d 2700 1375 THD179 1-3/4x7-1/4-11-1/4 4 1-7/8 6-7/8 3 1-7/8 (28)164 (16)10d 4200 2970 T'HD179 1-3/4x9-1/4-14 14 1-7/8 8-7/8 3 1-7/8 38)16d (20)10d 5195 3985 THD26 2x6-8 1-5/8 5-1/16 1-7/8 18)164 <! >IQd 2700 1375 THD28 2xIO-1 16 1-5/8 7 3 1-7/8 (28)16d (1 ) 4200 2970 THD26 (x 2x 6 1-5/8 9 3 !-718 (38)164 (2 )10 5195 3985 THD26-2 <21 2x6-8 14 3-7/16 5-3/8 3 2 C18)16d (12)10d 2702 1375 THD28-2 (2) 2x8-10 14 3-7/16 7-1/8--T-3 2 C28)16d (16)104 4200 2970 TH1210-2 (2) 2x10-12 3-7/16 9-1/ 3 2 ( 8) 6 2 110 5195 3985 THD210-3 (3> 2x10-12 5-1/8 9 3 3 C38)16d C20)1 5475 3710 THD410 4x10-12 3-5/Q —9-1/16 3 2 8) d > 5195 3985 THB412 4x12-14 4 3-5/8 11 3 3 C48)16d (20)104 6020 3710 THD46 4x6-8 14 3-5/8 5-5/16 3 2 > 2700 1375 THD48 4x8-10 4 3-578 7-1/16 3 2 4200 2970 THD612 6x12-12 5-1/2 9 3 3 (38)164 (20)1 5475 3710 THD612 6x12-14 5-1/2 11 3 3 (48)164 (2010d-0-40 3710 =c°*iag wftb to THD7210 7x9-1/4-14 12 7-1/4 9 3 3 C ) 6d C! ) Ad 5475 3710 lid B 3�g e WOA# C Miemi]D&We Product ) GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 UNITED STEEL PRODUCTS COMPANY STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 703 RMW DRIVE, ta1TG[I V, K 56069 PHONE (507) 364-7333 2) FASTENERS ARE COMMON WIRE NAILS UNLESS NAME' THD SERIES OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL P, DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 01 DATES 2001 EDITION FOR SOUTHERN YELLOW PINE 09-01-06 ROBERT W. LUTZ (G= 0.55 OR BETTER AND MOISTURE CONTENT OF PROFESSIONAL ENGINEER (STRUCTURAL) 19% OR LESS) ALL TESTS PERFORMED IN FLORIDA LICENSE. NO. 55409 ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED SHEETS DRAWING NO. CON DITDION,NONFURTHER INCREASEOS ALLOWED 2 OF 3 MD 09-06 MDADE I V • f• • .• PRODUCT JOIST TEEL DIMENSIONS FASTENERS DESIGN LOAD CODE SIZE GAUD W H HEADER �TRUSS 16d 16d �" •�" THDH26 2x6-8 12 1-5/8 -7/16 (2 6) 6d 100x LIFT �•" THDH28 2x4 4265 2260 • 12 1-5/8 7-3/16 5 (36)16d C12)16d 5090 3260 • " `" THDH26-2 2x6-8 12 3-1/4 S-1/2 4 C20)ibd <8)16d 4265 2260 .�• ! t THDH26-3 2x6-8 12 -1/8 5-3/8 4 THDH28-3 2x8-10 C 0) 6d <0)16d— 42 2260 •" THDH210-2 2x10-12 12 -1/8 7-1/8 4 t3 )1 d 1 3260 4x6-8 12 -1/4 9-1/4 4 j< 6)16d 0)16 d 5850 3060 12 -5/$ 5-SJ26 4 (22)16d (8)16d 440 - 12 -9/I -L/8 4 t36)16d C12)16d 5850 3060 D x - 12 -1/4 -3l8 4 t46 )16d (12)16d 0 .3060 - / x - -1 12 t46)1 6d (12)16d 6 T 21 7-1/4x9-1/4-14 7-1/4 7-1/4 4 (46)16d T1-2)16d THDH27925 2-11/16x9-1/4-14 12 2-3/4 9-1/8 4 (46>16d C12)16d mcce 5850 3 60 0 � 1.) W � Approval as complying with the F! Bailing C de e ProdncE GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 UNITED STEEL PRODUCTS COMPANY STRUCTURAL GRADE 33, AND A MINIMUM 703 RIIGERS DRIVE, MONTG[DdERY, MOB. 56069 PMW (507) 364-7333 GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS NAME, OTHERWISE NOTED. THDH SERIES 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION ©� DATE, 2001 EDITION FOR SOUTHERN YELLOW PINE ROBERT W. LUTZ (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 09-01-06 PROFESSIONAL ENGINEER (STRUCTURAL) 19% OR LESS) ALL TESTS PERFORMED IN FLORIDA LICENSE. NO, 55409 ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED SHEETi DRAWING NQ BY A DURATION FACTOR OF 60. FOR WINDLflA D CONDITION. NO FURTHER INCREASE IS ALLOWED, 3 OF 3 MD 09-06 MDADE Water and Sewer MIAMI DE PO Box 330316 • 3575 S. Le eune Road Miami Florida 33233-0316 VERIFICATION FORM T 305-665-7471 EXPIRES ONE YEAR FROM DATE ON FORM miamidade.gov ATLAS PAGE: D-7_ I NV#: FORM# 201233887 DATE: 7/10/2012 NAME OF OWNER: RODIER RESIDENCE ----— —--------� PROPERTY ADDRESS: 1009 NE 104 ST -- - -- ---- _— —ll — J PROPOSED USAGE/ PLANS NO. OF UNITS: �F�PER REPLACES: PREVIOUS S—FR PER PS#9114850048 USAGE/NO. OF UNITS: PROPERTY LEGAL: rVEWING—SIDE-P-8 FOLIO NUMBER: 11-2232-026-6-146- — -- ---_ GALLONS PER DAY IN CREASE: 100 -� PREVIOUS FLOW: PREVIOUS SQUARE FOOTAGE: 1,993 — _ _ [_-- -J ®NEW CONSTRUCTION - PROPOSED FLOW: — _320 I PROPOSED SQUARE FOOTAGE: �_ 4,087 ❑INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N)4 INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY,(OR,IF"WILL HAVE",UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT,(AGREEMENT ID# WA) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. BY: SIGNATURE OF REPRESEt9 —AUTHORIZED BY --- NEW BUSINESS COMMENTS: PASSING PRESSURE TEST PSI-62-CCS DUE TOTAL$259.00 WTR$139.00 VF$30.00 WTR ALL$90.00 PLANS REVIEW COMMENTS: - - - — -- _ — CRITERIA: F-1 THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY,(OR,IF"WILL HAVE",UPON PROPER CONVEYANCE AND PLACEMENT LA EMENT INTO SERVICE OF SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT IID#NI�R SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENTS SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WILL BE:ONE HUNDRED[100] GALLONS PER DAY INCREASE. 1 BY: _ AUTHORIZED BY NEW BUSINESS COMMENTS: PROV_ AL DATED:6115/12#AP 1071379 PLANS REVIEW COMMENTS: CONTACT NAME: MATHEW MSZApEH Printed On:8/2/2012 NB: ward Robson - -- CONTACT PHONE: (9541892-staRa p 10:14:35 AM PR: AUTHORIZED BY: 91 �� Accela Autmmation: ShowPayDetai140-T8108-D Page 1 of 1 OFFICIAL RECEIPT Receipt Number. 60315 I-- ' Permitting, Environment and Regulatory Affairs Miami-Dade County-Florida For the amount of $210.00 Date: 08/02/2012 Received From: rci DESIGN AND CONSTRUCTION INC For Payment of 2012-DTM-PR-01150/DT-Municipal Plan Review-DERM ID#2012061813354732/Folio#11-2232- 029-0140 Payment Method Ref# Comment Amount Check 0694 2355 MAGNOLIA DRIVE $210.00 NORTH MIAMI, FL 33181 Javier Saavedra THIS RECEIPT NOT VALID UNLESS SIGNED BYAUTHORIZED EMPLOYEE OF DERM PAYMENT DETAILS invoice Original Applied No. Assessed Fees Fee Schedule-By Fee Amount Amount 233988 D069-Paving And Drainage CORE-JFDLLG $210.00 $210.00 Major Rev Total Paid: $210.00 Balance: $0.00 T8108-D Version 4.0 https://eeos.miamidade.gov:4432/operations/permit/index.cf n?FUSEACnON=ShowPayDetail4O... 8/2/2012 _-mss Department of Regulatory and Economic Resources Miami-Dade County Plan Revie w Summa ry Process Number: 2012061813354732 E...r FINAL CORE REVIEW DATE: 8/212012 OVERALL STATUS: Overall Approval PROJECT DETAILS CONTACT DETAILS. FOLIO: 11-2232-029-0140 NAME: MATTHEW RAISZADEH ADDRESS: 1009 NE 104 STREET MIAMI SHO EMAIL: PERMIT TYPE DESC.: PHONE#: 9548928289 NO DISAPPROVAL CODES • i...h 1 ! f t nom{... f . f TASK REVIEWED BY STATUS DATE STATUS Initial Core Review Julio Diaz 08/02/2012 Specialty Reviews Not - Required , Comments: PERMIT FOR CONSTRUCTION OF 2-STORY 4,067 SF NEW SINGLE FAMILY RESIDENCE WITH DETACHED OFFICE. LOT SIZE 14,530 SF. GRANDFATHERED LOT(OK FOR SEPTIC TANK) LOT 15 BLOCK 1 PLATBOOK 44 PAGE 53. GENERATOR SHOWN ON PLANS IS LP GAS. ,.:. DOH APPROVED PLANS.PERMIT#AP1071379 DATED 6/15/12 TREES SECTION APPROVED. ; i FOR 231: REQUIRES MDWASD WATER VERIFICATION LETTER. ' FOR 311: REFER TO COASTAL SECTION COMMENTS. FOR 291: REFER TO PAVING AND DRAINAGE SECTION COMMENTS 7/2/12 PLANS RESUBMITTED FOR COSTAL AND PAVING AND DRAINAGE SECTION ONLY. COASTAL SECTION APPROVED. FOR 291: REFER TO PAVING AND DRAINAGE SECTION COMMENTS. FOR 231: PENDING MDWASD VERIFICATION LETTER. 7/6/12 PAVING AND DRAINAGE SECTION APPROVED. PLANS GIVEN TO MDWASD ON 7/9/12 812/12 MDWASD VERIFICATION LETTER SUBMITTED. FORM#201233887. INV#140620. READS DOES HAVE FOR WATER/DOES NOT HAVE FOR SEWERS. __ Y COAST Review Jesus Delgado 07/03/2012 2 Approved Comments:A Class I Permit is required for any work in,on,over or upon tidal waters of Miami-Dade County. The required Class i Permit must be obtained prior to approval of the subject plans. ; No work requiring a Class I Permit is included in this approval. Prior to the commencement of any work requiring a Class I Permit as described above, please complete Class I Permit application process number CLI-2012-103. Please contact the Coastal Resources Section at 305-372-6575 if you have any questions;thanks. TREES Review Hilcia De la Cruz 06/22/2012 Approved Comments: No trees to be removed. A Miami-Dade County Tree Removal Permit is required prior to removal or relocation of trees. P D Review Amancio Villamil 07/06/2012 Approved Final Core Review Julio Diaz 08/02/2012 Overall Approval PPLAN CONDITIONS: NO CONDITIONS ; l:r PLAN R VIEW FEES(FEES ARE SUR.IE T Tn f UANGE PENDING FINAL gPPR VAL1 FEE CODE DESCRIPTION USER DATE UNIT TOTAL D001 Residential Septic Tank JFDLLG - 06/22/2012 1 $70.00 Residential Public Water Service JFDLLG _. 06/22/2012 i _ _ $60.00 Paving And Drainage Major Rev JFDLLG T.r _ 07/09/2012 1 $210.00 -�-* TreelLandscape Rev<20 Trees JFDLLG 06/22/2012 1 $65.00 ;T Total $405.00 -- „ FOR MORE INFOR ATION PLEAGE CONTACT: ' YOUR DERM CORE REVIEWER:diazju @miamidade.gov DERM PERMITTING AND INPECTION CENTER, 11805 SW 26 ST, 786-315-2800 4 r.- DERM OVERTOWN TRANSIT CENTER, 701 NW 1 CT,305-372-6899 + Coastal: dermcr @miamidade.gov EQCB: egcb @miamidade.gov Specialty Engineering Reviews(industrial, storage tanks, industrial waste pretreatment, asbestos, paving &drainage, trees): dermengreviews @miamidade.gov Tree Permit applications: dermtreeprogram @miamidade.gov ; Water Control: dermwatercontrol @miamidade.gov Wetlands: dermwetlands @miamidade.gov k«Y- I_h L STATE OF FLORIDA PERMIT #: 13-SC4408736 DEPARTMENT OF HEALTH APPLICATION #:API 071379 ONSITE SEWAGE ANT AND DISPOSAL DATE PAID: SYSTEM FEE PAID: CONSTRUCTION PELT '�, RECEIPT #: ,"� Documm #: PR877386 CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Alex&Emile Rodiar PROPERTY ADDRESS: 1009 NE 104 St Miami,FL 33138 LOT: 15 BLOCK: 1 SUBDIVISION: Eveningside PROPERTY xD ii: 11-2232-02"140 [SECTION, TOWNSHIP, RANGE, PARCEL NOMBER] [OR TAX ID NaKSER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITS SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 649-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. Is MODIFICATIONS MAY RESULT IN THIS PERMIT BRING MADE N= AIM VOID. ISSUANCS 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 [ 1,350 ] GALLONS / GM Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N I ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 G=ALLONS] K t ] GALLONS DOSING TANK CAPACITY t ]GALLONS Of ]DOSES PER 24 HRS iPvnps I ] D [ 750 ] SQUARE FEET in trench configuration SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [X] STANDARD t ] FILLED [ ] MOUND I ] I CONFIGURATION: [8] TRENCH I ] BED I ] N F LOCATION OF BENCHMARK: CIL NE 104 St:8.WNGVD x ELEVATION OF PROPOSED SYSTEM SITE t 0.00 1[ IldCHES FT ][ABOVE POINT E BOTTOM OF DRAINFxzm TO BE [ 30.00 1 1r=—c-jm--sT FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT L D FILL REQUIRED: t 0.00] INCHES EXCAVATIOK REQUIRED: t 72.001 INCHES 0 -Install 1350 g septic tank. -Install 750 sq ft drainfietd in trench configuration. T -Install 42"of slightly limited soil under bottom of drainlield. H -Elevation of bottom of dramfieki to be no less than 5.7V NGVD. -The system is sized for 6 bedrooms with a maximum occupancy of 12 persons, E for a total estimated sewage flow of 600 g/d. R SPECIFICATIONS BY: Joseph R Piverger TITLE: Engineer Specialist II APPROVED BY: TITLE: Engineer Specialist II Dade CHD o verger DATE ISSUED: 06107/2012 EXPIRATION DATE: 1210712013 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) incorporated: 64E-6.003, FAC Page 1 of 3 v i.1.4 AP1071379 8£872103 DIOPAMMW of Rick Scott �t iL1 Steven L.Harris,M.D.,M.Sc. Governor Interim State Surgeon General May 21,2012 (RCI) 2355 Magnolia Dr Miami, FL 33181 Request for Additional Information Application Document No: 1071379 1009 NE 104 St Miami, FL 33138 Lot: 15 Block: l Subdivision: Eveningside Dear Applicant: This will acknowledge receipt of an application and plans for an onsite sewage treatment and disposal system construction permit dated May 08,2012 for a proposed system to be constructed on the above referenced property. In response,we are requesting that you provide the fallowing additional information,clarification or corrections: +� Please submit a site plan on which the mean high water line(MHWL)is determined by a professional surveyor. If you have any questions on this matter,please call our office at(305)623-3500. Sincerely, Joseph Piverger, Engineer Specialist 11 Miami-Dade County Health Department 1725 NW 167 St,Opa Locke,FL 33056 Phone:(305)623-3500.Fax:(305)623-3645.http://www.MyFlofidaMeom PERMIT REVIEW Permit Number AP 1071379 [New] [Repair] [Existing] Moei icatbn Applicant Property Address: Lot Size 0.333448 acres Water S. private wroelf public<=200OWd pubffc>20otpd Authorized Sewage Flow 833.6203 gpd Resfd:entfa/ Commercial: Sizing Criteria 5 Bedrooms 4589 Building Area Estimated Sewage Flow ,0 gpd Site Evaluation by Jp # HSWT 3 NGVD Excavation 72 inches Benchmark 8.2 ft System Type Mound Requires P.E.Design-MDCHD] Elevation of System from grade 30 inches Elevation of proposed site 82 ft Elevation of system in reference to benchmark 30 inches Loading rate 0.8 DrainfieldSize 750 sq ft Configurafion trench Unobstr.area 1125 sq ft Setbacks and Site Plan: Surface water 130 Type Ditches/swa/es Wells Type [private>100feet-MVCHD] Foundation 5 ft Property Lines 5 ft Water Lines 10 ft Offsite F"tures Engineered Design Approval Denial Comments. Reviewed by: Joseph Pfvverger CEHP# 07-9552 Date signature AP 1071379 5 Brms NET AREA- length width area 14525 1 14525 0 0 0 0 Total net usable area : 14525 sq.ft '_' 0.333448 acres AUTHORIZED . . , FLOW ESF 600 833.6203 gpd T 1350 DF 750 trench Un A 1125 BUILDINEi Aft._ length width area Total Building Area: 4589 SQ. FT. 2201 1 2201 1 st F 1704 1 1704 2nd F BM 8.2 ft 684 1 684 Office 0 Site 8.2 ft 0 0 Site%BM 0 in 0 0 Sys%BM 30 in 0 0 W 3 f 0 0 W%Gr 62.4 in 0 0 BDF 5.7 0 0 Inv 6.2 0 0 Sys%Gr 30 0 0 Excavation 72 0 0 0 GOLF COURSE y2o P 1�y3y' G• 1 EXISTING AT LIFT CONCRETE �1• OMP.#1 SEAWALL J E P TO REMAIN z . I STORt , • Q �F REAR TB,Fi,JCT.ROOF Sf 00 U POOL z FENCE ^\ .• W 9 \ NEW Pool / REAR m \ 'aANND TR // vi �\ / \ / UNDER NEW 01 \ / SEPARATI BOAT VA y \ / PERMIT DOCK 3 1. x{1008 STORY HOUSE qi NEW � c BOAT SIDE AC�t s (2)CAR '�gL _ LIFT A ACHED AGE . a 0 STORAGE i B + \ /�Qe U n i FkAT ROOF D DETACHED DETACHED STRUCTURE REAR SETBACK p� NEW DRIVEWAY COMP#3 r CONC. WALL 20' W X V 1 IT. GA / ~ EXISTING ASPHALT MAIN STRUCTURE DETACHEb STRt I TURE DRIVEWAY TO BE REMOVED SIDE SETBACK A ^ SIDE SETBA� EXISTING 4' HT 130'-7'P.L CHAIN LINK S,00'00'14"E. 130.61' ♦ `�:�I III ♦ I ♦ I I�/ �i�i NEW ♦ ♦ <I<♦ I .� / �I I .. ►'�Is�<�<I<I<I ��I<�<I<Ir�<fI<�� ' � n 1 Ma MIAMI--DADS COUNTY,FLORIDA r PRODUCr CONTROL SECTION DEPARTMENT OF FERMITTWG,ENVIRONMENT,AND REGULATORY. 11905 SW 26 Stret%Rom 209 AFFAIRS(P19RA) Miami,Florida 33175-2474 BOARD ANDCODE AD1 UgWTRATfON OMMON 3'VW 313-25* F{"3t5-2599 NOTICE OF ACCEPTANCE OA ub awkind i d PGT I ndu strles 1070 Tee mdkW Drive Nokomis,Fl 34275 SCOPE: 'Phis MA is being issued under the applicable rates and regulations goverIft the use of construction materials. The documentation submittal has been reviewed and accepted by Miami-Dade County PERA- Product Control SMUOU to be used in Rtiami Dade County and other arms where allowed by the Authority Having JuriMetion(AHJ). This NOA shall not be valid after the expiration dates stated below.The h iamu-Fade County Product Control . s to have this t or material far areas other the right S'erstdbt►(In�County)hncUo�ftne�ass otter Tian ' � / ( �, f � perform in the accepted manner, the manufacturer will incur the f,suith and the AID may dmn"iately mvob, modify,or send tits use of such product ' , wi i4a their? itadi �.1' reserves the right to revue this if it is ' D Product Control Section that this product or material fails to meet the requiremen te,a p� t?,by'ld Thy vad as deson`b sd her and has bm desi '« die Buildup C.�&, itnclading the Higoh Velocity Hurricane Zone. DESCRIPTION:Series"CA-740"Aluminum Comment Window-L.M.L J APPROVAL DOCI M.ENT.-Di*W ft Nb." t `Alwin'siiuin nE Mijfi by l np t#,ihi is I througin 13 of 13,prepared by marnifictow,dated 12/17/02 with revision"E"dated 10"11,signed and sealed by Andmy Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision s4 unp with the Notice of Aaceptance number and ftpiratio n dato by the Miand-Dadet C=q Product Control Section. MISSIL+`IMPACT RATING:Large Nile and Small Mhaft Impact Reptant. LABELING: Each unit shall bear a permanent label with the manufactatrei's name or logo, city, state, model/series and following statement 'Miami-Dade County Product Control Approved" unless otherwise noted herein. - RENSWAL of this NOA shall be considered after a renewal application has been filed and them 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 shalt automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISIMUNT: The NOA number preceded by the words Mkmi~-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 revises NOA No.084117.11 and consists of this page 1,evidence pages E-1 and B-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gaston,P.lit.. NGA No.11-4110.18 i Rxpiratim Mon May 22,2013 tZ Approval Dam February 09,2012 Par 1 PGT lades NQ OR ACCRPTAM: EVIDENCE MMAMnKD- A. DRAWINGS 1, Manufacturer's die drawings and sections. (Submiftd under preuBous NOA No. 05-1129.11 and 03-M11.02) 2. Drawing No. 70454, titled"Alua mnum Casement Windows, Impact", sheets 1 through 13 of 13,prepared by manufacturer, dam 12/17/02 with revision "E" dated 10124/11, signed and sear by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2 Uniform Static Air Pressure Test,_ Lo per FBC,TAS 202-94 } P 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 FBCt TAS 203-•-94 6) Forced Entry Test,per FBC 241132,1 and TAS 202-94 2. along with marked-gyp drawings and installation diagram of outswing aluminum canment window.p vpared by Fmostration Terming Laboratory.Inc;,Test Reports No.'s F 111-4Cti'7 and FTL-4608, dated 05110105, both signed and sealed by Edmund Largaespada,P.E. {Saab makrpmnWas NOA No.05-1129.11) 3. 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 Desistance 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) Forked B Test,per FBC 241132.1 and TAI;202-94 along with marked-up drawings and installation diagram of outswing aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.'s M.-M,, I -3587, M.-M and 3 , dated 02/28/03 and 10/03/02, all signed and sear by Joseph C.Chan,P.E. (Subrni ted wider prepiom NOA No. 0-8611.02) C. CALCULATIONS 1. Revised anchor verification calculations and structural analysis, dated 11/21/05 complying with FBC,prepared by manufacture,signed and sealed by Lucas A. Turner,P. E. (Subbed widerpa'eavalous NOA No. 0"117.11) 2. Glaring complin with ASTM E130-98184 D. (QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and ry Affairs(PERA) Jaime D.Gasco P.E. Product Control Seedon Supervisor NOA No.11-1110.18 kviration bate: 22,260 Approval Date: Februnry,09,2812 "G Industries �4Ti� � 't'TA� FvmF1�CE Stra�r�rrr�rte► E. MATERLAL CERTIFICATIONS 1. Notice of Acceptance No. 1141524.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butae PVB Interlayer"dated 09/08/11,expiring on 12111/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solana,Inc.for their"Saflex-Clear or colored Interla y er"dated 44/21/11,evi - on 04/21/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement)and FBC 2014,dated 10129/11, signed and sealed by Anthony Lynn Miller, P.E. I - 2. Statement letter of no finummal interest and independence, dated 10129111., signed and seated by Anthony Lynn Miller,P.E. 3-, 19#ff of AdVdm of as hk Own the Work of mother Engtheer per Section 61G15-27.001 of the F.B.P.E., dated 10107111 sigma and sealed by Anthony Lynn Miller,P:E. 4-- Statement letter of no financial ink independe ,conformance and compliance with the Florida Building Code,dated 01111108,signed and sealed by Robert I-..CA ark,P.E. (Subm&W under praWous NOA No. 08-0117.11) S. Laboratory compliance letters for Test Reports No.'s FTL-450'I and FM 4608, issued by Fenestration Testing Laboratory, Inc., dated (!511{1105, bath signed and sealed by Edmundo Largaespada,P.E. (Sri 'Md0rPMviokr 1VOA.N-: 05--112111) 6. Uboratory compliance letters for Test Repox°ts No's FTL--3729,FTI-3583,FTL-3 and FTL--3580, issued by Fenestration Testing Laboratory, Inc., dated 02/28103 and 10/03/02,all signed and sealed by Joseph C.Chan,P.E. (SubmWed under preWous NOA No. 03-11811.02) G. OTHERS 1. Notice of Acceptance No.084117.11,issued to POT Industries for their Series"CA 740 Aluminum Casemat Window--L.M.L"approved on 05115/08 and expiring on 08/22/13. 4 Prodat Control Sfttbs SO-0 osor NOA No.t1-»1110.18 Faphuflon Data: May=2013 Approval Date: February 09,x012 E-x 'NOTE&I AM MISSILE MAI GLAMG OPTIONS: 111 ONS OF►TIONS NOA 2MV_41NG Tw OF gRa A.8918°LAMINATED GLASS COMPRISED OF(1)UTE OF 1/8° HEET ANNEALED GLASS AND(1)LITE OF 198`HEAT STRENGTHENED � � � } A Q a N OTES........................................... 1 GLAS$W/AN.000 iNTERLAYER OF SOLUTIA OR DUPONT PVIL x g GLAZING DETAILS........................ 2 B u LOPES ELEVATIONS............................ 3.4 HEAT STRENGTHENED(LASS WJ AN.090 INTERAYER OF � DESIGN PRESSURE TABLES 5.9 SMUTiA OR DUPONT PVS SECTIONS ... :::::::10 C.W91$°LAMINATED GLASS COMPRISED OF(1)LITE OF 3W �g CONSTRUCTION_——+ ANNEALED GLASS AND(1)LITE OF 3118°HEAT CORNER PROFIL . 11 GLASS W/AN.t>BO INTEIBAYER OF SOLUTIA OR DUPONT PVD: E au PAR TS I ST PROFILES................ 12 D.7118°LAMINAITEO GLASS COMPRISED OF(2)LOPES OF 3M8° PARTS LIST........ ................».... 12 HEAT GLASS W/AN.090 IN TE14AYER OF LITES, ANCHORAGE................. ..............1,$,4.13 SOLUTIA OR DUPONT PVIL E.1:1198°i.e.{LASS QED OF(1)LPPE OF 1/8°HEAT STRENGTHENED GLASS AND(1)8118°LAMNATED COMFtt mENT WITH A 3W AIR SPACE.8J18°LAMINATED GLASS COMPRISIND OF(2)LITES OF i/8°HEAT STRENGTHENS GLASS WITH AN.090 SOLUTIA OR DUPONT PVB INTERLAYER. &F.10118°LG.GLASS COMPRISED OF(1)LITE OF 1M"ANNEALED GLASS AND(I)mr LAMINATED CoMPONIENIT WPPH AN AEt SPACE. 7/18°LAMINATED GLASS COMPRISED OF(1)LITE OF 3H8°ANNEALED GLASS AND(11 LITE OF 3/18"HEAT s RENGTHENED GLASS WPTH M.090 SOLUTIA OR DUPONT PVS ROMAYER. ,&G.13118°I.G.GLASS COMMSEO OF(1)LTM OF 1/8°i ANNEALED GLASS AND(1)7118°LAMINATED Chi WITH AN AIRSPACE. 7118°LANIINWED GLASS COMPRISED OF(2)LOPES OF 3118°HEAT STRENGTHENED GLASS WITH AN.090 SOLUTIA OR DUPONT PVB INTERLAYER. IN MIAMI-DADE COUNTY OPTIONS E.F,AND G WHEN N4.STALLEDOVER 30'THE OUTBOARD LITE OF GLASS MUST BE UPGRADED TO TEMPERED.,& 2.COMFIG m-n M OM XOX AM 9 3.DESIGN PRESSURE RATINGS i COMPARATIVE ANALYSIS TABLES: A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13W-98. B.POSITIVE DESIGN LOADS BASED ON WATER TERt PRESSURE AND GLASS TABLES ASTM E 1300!88. C.DESIGN PRESSURES UNDER 40 P.S.F.NOT APPLICABLE IN MIAWDADE COUNTY. D.FOR"r CONFIGURATIONS SEE SHEET 8. E.FOR'W CONFIGURATIONS SEE SHOTS, F.FORM°XOV&'O"CONFIGURATIONS SEE SHEET T. G.FOR 8 W OR°OX°CONFIGURATIONS SEE SHEET S. FL FOR UNEQUAL LITE'xOX.I(O"&'OX°CONFIGURATIONS SEE SHEET 9. 44.ANCHORAGE.THE 33113%STRESS INCREASE HAS SEEN USED DI THE DESIGN OFTHIS PROMICT. SEE SHEETS 3,4 AND 13 FOR ADDITIONAL ANCHORAGE IWORMA t S!1 • MAX 4-FROM CORNERS MAX 4°&TON EACH SIDE OF MEETING RAILS MAX 1410.SPACING ON VENTS 1 MAX IT SPACING ON POW LITES a wftBro (2)ANCHORS 7 APART AT M11"PAN ON FlXED.UTE ONLY t JAMSS: MAx.a°LEI cORNERS Nip MAX 13"SPACING (2)ANCHORS 3"APART AT MID-SPAN SEE SHEET 13 FOR l SRS. 1/4°TAPCONS OR 4/4°SS4 C RETE-FL.EX MAY BE USED IN CONCIWE OR WOOD APPLICATIONS TO APH19VEVE THE'DEBIGN PRESSURES SHOWN IN SHEETS 8 THROUGH 9.SEE SHEETS 8 THROUGH 9 FOR DESIGN PRESSURE LIMITATIONS WHEN ANCHORING VM#12 SCREWS. 8 SHUTTER REQUITEMENT:NONE REQUIRED �`A, EI�F7's 8.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. �•��'; uG.......... A7 REFERENCE TEST REPORTS:FTL-38804 FTL41li82,f11'L,.U87,FTL•3729 Ff1.413tiT AND MIL-4W *' lea.t3t)m THIS 8.THIN TPRO DUCT HAS SEEN DESIGNEE zD A D TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUILDING COTE,INMUDING z f Q '• STATE OF, •:w- PA 7/fam O fO AIOTESAATDTAI�lEOFCONTEWS �OZOR10�.••'�\�`.� omww am F.it D AW7rHf G�AW7YPF9FAWa A1r �� SS/.••...... ``�� low M e FBC cHARx a3erRtuE as tsao � �� : ALUAffANlMgg@f Ali"WWDM 1 PACT %,aORiIAU �, JA goal ... Af1 -13 a b tc aas 7 t 't catty S t mae E pt std A Ur ANNEALED OR .090 PV8 INTERLAYER 13/78" HEAT STRENGTHENED 1180 HEAT STRENGTHENED GLASS `"' 8/18'LAMINATED COMPONENT GLASS U$"HEAT STRENIOTHENED GLASS 43 0 3I8•AtR SPACE 4g 30 3f PVB I� WHEAT STRkNOTHeNED / OR TEMPERED GLASS °MEAT STREN{#7 HENED GLASS 40 AV Nit. 43 GLASS BITE LA NOM. GLASS BITE NOM-PVB INTERVYERI IS BY SOLD IA,OR DUPONT 91 M*AOQQE ANY IG UM '& $ i WTALLED*M W ENLIST UPf P.WE TIC OUT806RRD LrrE TOE• 5118'L AAAINIATED 5 GLAZINCsGDEt'AtL .00 0PV8INTERLAYER MAZINK3DETAIL 3118'ANNEALED OR 87 86 13/tl8' HEAT"STRENGTHENED 3118'NEAT 3118°ANNEALED FEAST 7118'LAMINATED COMPONENT GLASS (— STRENGTHENED STRENGTHENED GLASS GLASS AIR PACE ,pgp PV8 INTEALAYER „43 1 U8'ANN L OR 3f18'HEAT STRENGTHENED GLASS •L &TEEAAf'EtED LASS 41 Ar NOAH. 48 GLASS BITE as w NOAH. 44 MAW SITE _wublNa b 44 1 48 ItA- i5 flIII! 7 198''L/ INA7ED LOU GLAZING DETAIL g18'Ig.W/7118'LAMN t31a Nt3 DETAIL. ssnseOF rz "aw 4 AIG Own &I�3T 1D�7H�9�LIXtYC�VB IMQO LS Fx zww a tarter ca�r�ne r s Cana nmrro ptotare ALUAffNWCASEMENTN W NiAi'JACT a.� tanvtt a sm P°` Fe a ivol* afy N�ta4!d fX °tlY1 cn-yi�r NTS 2 +7b, 7d4S,9 E Pealwz� DENOTES HINGE 74"MAX. DTH ANCHOR LOCATION AT HEAD& 3FMAX. � .tON SILL OF"X"PANELS, DAYUGHT ANCHOR TYPICAL,SEE HINGE OPENING 1 112" LOCATION TYP. FAIL SHY'.4 / 0 TYPA CENTERUNE SEE MW SPAN f 3" . DAYLIGHT 4"MAX " OPENING _ 4 MAX. 134 MAX.'O.C. �. , 76"MAX. MI (SEE SHT.I NOTE DETAIL �A ON{3 m 9 AIL � �—' `� RRAIL4� HEIGHT (SEE SHT.1 NOTE 4) 4" SEE ANCHOR MID-S A N '4"MAX. 14112*MAX.O.C.TVP. TYP.(2) tEVA !�8"'"XX" ANCHOR 134"MAX.WIDTH -------- (SEE SHEET 7 FOR PRESSURES) LOCATIONS 30"MAX. 53"MAX. 30"MAX. (SEE SHEET 1, DAYLIGHT— —DAYLIGHT— p O�TE•,�i"PANEL I�AY SWING NOTE 4) OPENING OPENING OPENING IN EITHER OtRECTION SEE MID-SPAN ANCHOR DETAIL TYP.(2) ,' 139"MAX DAYLO oPENtNG NC3 IT MAX.Q.C. cob 0 HEIGHT 4" I4tt!!1 Li 4"MAX. �-•-�-«-�-14112"MAX.O.C.VENT HEAD S SILL OILY `�`�,� •�td,F' lF 13°MAX MAx.O.C.oc 37"MAX. 00"MAX.FIXED VENT TYP. �SEEI NlEETiNG RAIL,DETAIL TYP.(4) �•�. '•.� ELEV TION"A=" X=(SEE SHEETS 7••9 FOR PRESSURES) FA MW C ADORMELOCAnoaMMIS �rro as '70f"S%CQaX"a ffA770N8 FK D lAXH7.TOM KUMO70 O fL3aM -- •,�' �,��• ar rev�HS acwum�srr ALUMMMSWAIENTINY � `�ai�f�d4l�`��. tEtaa�a fit[ 3H7A'At " eaa-rre NTv 3 -is moo DENOTES HINGE 37"MAX.WIDTH W MAX WIDTH LOCATION AT HEAD& W MAX W MAX, SILL OF"Xm PANELS, —DAYLIGHT DAYLIGHT OPENI TYPICAL.SEE HIM OPENING DETAIL SHIT,4 SEE SEE MID-SPAN MID-SPAN ANCHOR W MAX, ANCHOR �' DETAIL DAYLIGHT W MAX SHT.3 OPENING DAWGHT SHT.3 ' TYP.(4) TYP,(2) OPENING A 78"MAX. 7WMAX O 13° HEIGHT 13" HEIGHT MAX. �'� �O . x O.C. 0 X 941!2* 13"MAX.O.C. " 4"MAX MAX.O.C. 4 IgYATION%r-' ELEAVON 1: H OX. ( E,SHEET 6 F�2 PRESSURES) (SEE SHEET 7 FOR PRESSURES) LOCATED APPR FLUSH AGAINST JAM. TYPICAL HEAD&SW- 30"MAX. ST"MAX.WIDTH fie,"X"PANEL.MAY&AM DAYL1t3HT w IN FITHER DIRECTION OPENGtiG DAYLIGHT OPENING r^, SEE r SEE MfD3PAN MID-SPAN ANCHOR DETAIL ANCHOR f� ® SHT.-3TM(2) DETAIL $IP MAX. SHT.3 DAYLIGHT TYP.(2) MAX X/ OPENING 131, MIGHT SEE MIEE M MAX• RAIL DETAIL WIT.3 O.G. TYP.(2) 4• / 13"MAX,O.C. �. ...............Ews *, 14112"MAX,O.C.VENT 4"MAX�► HEAD&SILL ONLY 37"MAX 80"MAX.FIXED LEVATIQN"F"-"XO"&roX°UNEQUAL UTE(SEE SHEETS 84 FOR PRESSURES) Fit Xlm D + Nrrcrte�wuoaazaory NOMA A 24 aLUM/Ni1MCaEUIL*ARWJrVDOW AFACT JG6 7A�I04 6 !� iTS1T RQ ,Fl 0. 8 is n Fx Y 8. Cktte� AIFS 4 a 93 7 74488 x„. OMPARATIV6 ANALYSIS TABLE 1. "r WINDOWS TEST REPORTS: FTL-3682,F I1 3587 FTL-3720 BLAZING OPTIONS: A-;6M8"LAMI(118-A,090;1/8-HS) B.6118" (I IS.A9t1,11WHS) E.13116- I( NHS.318-, ACE,5J1 LAM!-W/ /IrHS,.�,i ) HEIGHT 28 31 38 318 43 48 so 6/8 64 57 60 63 66 69 72 IDTH NEG P NEG POS NEG POS NEG POS NEG PO NEG POS NEG POS NEG POS NM POS NEG POS NEG NEQ POS NEQ POS NEG POS 191>8 A '90.0 7'0.0 -90.0 170.0 -90.0 70.0 -90.0 70.0 80.0 70.0 840 70.0 -90.0 70.0 -ODA 70.0 80.0 70A -90.0 70.0 -90.0 70. :90.0 70.0 80.0 7014 800 70.0 B,E 40.0 70.0 -90.0 '70.0 -9D 0 70.0 -9a.0 7QS -90.0 70.0 -90 0 70.0 -90.0 70.0 -90.010.0 -90.0 70A -90.0 70.0 -90.0 70. �.0 70.0 -90.0 70A -90.0 70.0 24 A -90.0 10.0 -90.0 ;70.0 -W.0 70.0 80.0 70.0 -90.0 70.0 -MO 70. 80.0 70.0 -90.0 70.0 •90.0 70.0 -89.6 70.0 -86.3 70. -84.2 70A 43.2 7D 0 -81.7 70.0 B.E +90.0 70.0 90.0 ;700 -90.0 70.0 -90.0 70.0 -90.0 70.0 -MO 70.0 804 70.0 -90.0 70.0 -90.0 70.0 -91A 70.0 80.0 70. 90.0 70.0 90.0 70;0 -90.0 70.0 28112 A 80.0 70.0 80.0 70.0 -90.0 70.0 80.D 70.01-90.0 70.0 -8318 70.0 79:9 740 -76.4 70.0 -?2.4 70.0 -A 692 -87.8 87. �.2 88.2 -64.0 66.0;-63.7 63.7 B,E 40.0 70.0 �.0 ;70.0 -90.0 70.0 80.0 70.0 -MO 70.0 -90t0 700 -90.0 70.0 -90.0 70.01-90.0 70.0 80.0 70.0 90.0 70. �1A 740 -90.0 70,0 -60.0 70A A •90.0 704 -90.0 70.0 -90.0 70.0 -87.4 70.0 777.8 70.0 -884 80.4 -63.9 83.9 -6.0:0 60.0 -58.5 68.5 -68.2 68,2 -63.4 63. X51.3 61.3 -49.8 49:6 -48.3 48 3 B E 80A 70.0 811.0 ;70.0 -90.0 70.0 -90.0 704 -90.0 70.0 -8tlt0 70. 80.0 70.0 90:0 70. -90.0 70.0 -90.0 704 -90.0 70. 0 700 80A 7041-00.0:70,0 32 A .90.0 70A 80.0 70.0 -88.3 70,0 -81.0 740 71:1 704 -8118 69 8 -58.9 68.9 -f :1 88.1 -53.8 53 8 -50 4 C1.4 -47.7 47. ,45.6 46.6 -43.9 43442.2 422 B,E . 0 70.0 •�0 ;70.0 80A 70.0 80.0 70.0 -90.0 70A 8tL11 76.0 -0.0 70.01-0.0 70.0 -90.0 70A 90A 740 -90 0 70. -90.0 70A -87.8 70 0 -84.4 70 0 A 75.0 70.0 -76.0 ;70.0 -76A 70.0 -75. 70.0 -86.6 66,6 87:5 57.6 -54.9 I54.9 -!)118 b1.8 -48.8 48.6 .45.2 452 -42.4 42 34 B,E .76.0 70.0 -76.0 70.0 -76.0 70.4 7$ 700 -75.6 70.0 -7510 70.0 -76.0 70.0 -75:0 70.0 75.0 70.0 =76.0 700 -76.0 70. A •76A 704 -76.0 70. - 70.0 70. 78A -60.4 80.4 -54:3 544 -51.1 61.1 9 47.9 -44.8 44.8 42 2 42 2 -3$.7 ?�. B,E -75 0 70A -T5A 70.0 - -75. 70.0 -76.0 70.0 -760 70.0 76A 70.0 -?6:0 70.0 15.0 70.0 76.0 700 75.0 17�37 A -75.0 70.0 -75.0 70.0 -73.7 70.0 87. 87.9 -59.0 59.0 -6218 52.8 -49.9 49.9 -0.4 18.4 •43.6 43.6 741.1 41.1 -38.8 E 78A 704 76A ,70.0 76.0 70.0 -76. 70.0 -15.0 7D.0 -7&0 70.0 -7501 70.0 -76.0 700 75.0 740 =76.0 700 75A TABLE 2. w WINDOWS TEST REPORT$: FTL-3580,FTL-3587 GLAZING OPTION: C.Ti18°LAMI(3148-A„090,3h6"NS) ALL-rttztsupTo3rwtDExerHiGH AND ALL-r SizES UP TO 324 WIDE x 72-HIGH -90.070.0 TABLE 2A -x-VVINDOWS TEST REPORTS: FTL-48ig GLAZING OPTIONS: C.7/18-LAM1(WIWA,.090.31MM) F.13118-LAMI IIWA,AIR 8PACE,i,-MW i Ati Ml 311(-A,.090. IALL-x-SIZES UP TO 37"WIDE x 7r HIGH , TE x 1:FOR INST U ATION$IN WOOD OR CONCRETE TO THE FULL.DESIGN PRESSURES IN THE ABOVE TAKES.USE ELCO 1W TAPOONS OR ........,k9I(�„�ri��✓. IW 8. OPETE-FLF:X'ANCHORS. 2.IF INSTALLING WCFH 612 SCREWS,DESIGN PRESSURMIS U M I TO 098 P.S f: �ric Flaw ..*•' Na 68706 Roam twan scar re S3URFS- X CQNFIG W VQiA� i� •.../ pq�01 �x n s;eonvo-r roP r vzsrare ALUAONUM 90 7 IMMOW WACT lowl x Am vwgm P.o. l f 12!17 PZ9 4 W9/bQy s+ WAN IVTS '8 n 13 MOO E £4 OB J OOMPARATN$ANALYSIS TABLE 3 °WINDOYVS TEST REPORTS: M--3662 G OPTION: A. 61, LAM!(1!8"kOW,118 M X HEtGW '7UC" 26 3 38 . 8M 43 48 60618 64 67 63 WIDTH NEG POS NEG PO$ MEG POS NEG t�F3S NEG POS Nft; ! NEG POS NEG POS NEG NEG .POS NEG POS 37 A -76.0 70.01-7&0 70.0 -75.0170.0 -76.0 70.0 -76.0 70.0 76.0 70.0 -75 0 70.0 -75.0 7,0.0 -76.0 70.0 -75.0 70.0 -76,0 70.0 43 ,A -76.0 70.0 76.0 70.0 -75.0 70.0 75.0 70.0 -76.0 70.0 76.0 70.0 -750 700 -75.0 7,0.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 46 ,A -76.0 70.0 -76.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 75.0 70.0 -75.0 7010 -76.0 70.0 -76.0 700 76.0 70.0 -76.0 70.0 63 IM ,A -76.0 70.0 -76.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 76 A 70.0. -75.0 700 76.0 700 -72.1 70.01-69.6 89.6 -87.6 67.6 57 ,A -75.0 70.0 -76.0 10.01-75.0 70.0 -76.0 70.0 -75.0 70.0 .74.4 70.0 -69.8 68,8 -W2166.2 -03.0 83.0 -M.8 80.6 -68.0 68.0 60 ,A -76.0 70.0 750 70.0 -76.0 70.0 76,0 70.0 -76.0 70.0 -86.4 68.4 -836 83:9 -MO I 60A -68.5 68.6 -68.2 602 -63.4 53A $4 A -75.0170.0 1-76.0 70.0 -76.Q 1 70.0 76,0 70.0 71.1 70.01-61.4, 818 •68.8 6&9 -58.1 56.1 -63.8 63.8 -0.4 86.4 -47,7147.7 86 A -76.0 70A -76 0 70.0 76.0 T0.0 -76,0 70.0 -66 6 86 6 •-67$ 67.6' X4.9 64:9 -51.8 51.6 -488 46.6 -46 2 46 2 -42 4 42 4 72 A 75,0 7,0.0 76.0 70.0 -760 70.0 -70.4 70.0 -80.4 60.4 -64.3 64.3 -51.1 61.1 -47.9 47.8 -44.8 .44.8 -42.2 42.2 -39.7 39.7 74 A -76.Q 70.0 76.0 T0.0 -73.7 70.0 •67 8 072 -143.0 68 0 -62.8 62.8 -48.8 49.9 -48.4 48 4 -43.6 .43.6 -4'1.1 41.1 -�.8 38 8 TABtI.f 4. °Xk"WINDOWS TEST REPORTS: FTL MV,FTL- OLAZHNG OPTIONS: 8.6fiW.LAMI(1iM..090,1WHS) E.Mir LAN(1!8-H&AW SPA WIV LAMI-W11M.001,19M ALL-W SIZES UP TO 74"WIDE x 83"4GH -76.0 70.0 TABLE 6. MUM WINDOWS TESTIREPORT: FTL aLAZI1uO oPT1oN: C.rile^LAM[(3116MOOD,3110M) ALL")W SIZES UP TO 74"WIDE X 83°HIGH 4FTL_ a ABLE 8A. IW WINDOWS TEST REPORTS: FTL-381 .FTL4GLAZING OPTIONS: C.7118°LAW 3 lV A,.090;3MM F.13i18"ILAM1(I A,AIR SP 7118°LAMI-Wt&18"A,OSO,3f16"HS) WW2°°ALL"W SIZES UP TO 74"WD6 x Wr HIGH t�TES:� 1.FOR t'AUATWNS IN WOOD OR COTE TO THE FULL DESIGN PRESS IN THE ABOVE TABLM USE ELCO 1i4°TAPCIONS OR lW SS4 CFtM-R"ANCHMS. 2-iF IPISTAd.L#NG MH 812 SCREWS,DESM PREMM 18 LWIITED TO fe.8 P.S.F. No.S8MS mmofl-mw PRESSURES- JfX;CQAtF1(3 :� Ftoata�.:''��` wr a �J aaor s se•r�xra-naa +� ALUAAINUM CA3EA+&O WOW ,I W M/PA CT AA.K ! ��z � caa� NM 0' a 18 M488 E am I I ANN... T 8. 'O" '°1/M7 •114 8:FTL FT43729 FTl. OP ONS: A 6df8°LARM{1N"A.td0.108rH81 &B (1l8`H8«090.9/8°Fi8) C.7116"{AMI(WiMM0.3H8'N8) I .13H 118 Fl8 3�"� 6H t�YJ 1N9i8 F.9 8°LAbD 9/8° 3PA 7H8"!M&W 3H 26 1 3 43 87 *v t2w d IPOSINE131POS MM P08 PFOSINM PO8 MW PO8 NEO NEO NEO } NEd X X A .0 - 70A -78 - .4 0 .80.4 4 -643 41. 51.1 47.9 47.9 .8 8 422 422 -39.7 L7 38 72 9.91-76.0 - A 0 -T -7 0 -78A .0 - A A r 16,01 700 -780 7 0 -78 -780 700 CF 0 A . 700 48 700 -�.0 .0 .90 700 .0 90. 70A .0 70A 0 .900 70 -90.D 700 A 86 86.0 36.0 860 A •. 0 0.0 76.0 0 - .0 378 87.9 �A 69.0 49. 498 +484 4&4 -41. 41. 368 .8 37 74 f7E - 0 700 -78.$ 700 -T6 .0 -78A 0 •F8.9 T0.0 -740 ?0. ':7& 7OA +T&0 70.0 -780 .0 •760 700 78A "/00 O C - A 4 70.Q - 70 70A 0700 0 -�.0 70 300 X100 3&0 3&8 b6.0 3&0 0 A -76A 700 -75.0 70.0 -87 87.8 32.1 1 •68.T 7 A 38112 79 E -T80 700 -7&0 700 - T00 78.0 70.0 •760 700 - 70. 't78. 70A ; 0 70A - 0 0 -76.0 70 -760 70A A 0 40.0 0 0 �0 700 .�0 70Q A 70A 0 T0A tl A 87. 70 832 7ff0 88 �0 BA S&0 A -7 -78.0 70A 32 4 ,88.4 884 .0;13 83.3 488.4 33. 63A $0.0 no 8 .9 44.3 94 419 1.9 .42 84 8 780 700 -76.0 70.0 78 . 709 -78.0110.01•780 TO -75A 70 '76A 700 , 0 700 -780 Y 0 -7&0 T0. 760 78.0 C F 800 -90.0 70.0 -�A'700 -9.0 0 •�A 70. -90.01710.014116 70A 40.0170.01-84b 0 79 70.0 76.8 86 860 86 -880 �A A - 0 -703 $ 68.0 346 A ✓�3 663. 34 608 47.6 47A -44.7 44.7 429 42 -W 7 46 .p 0-7&0 70A 7&0 70A •760 700 •780 704 - 70 :78. TOA : 0 TOQ -78.0 78. 70 78A 7D.0 G -900 0 A O 0 T .9t#0 704 0 0 A 16 70 8 0 •72. 700 892 680 0 65A 0 0 A - O 0 0 34 84 3 -54.1 4.1 381 68.1 ,69 4 bt.4 48. 488 483 A 4 8 40. -9&4 08.4 48 96 B - 0 0• 700 78.0 A -780 70.0 •76A 70 A 700 78. 70A 4&0 70A • A 0 - 70. 780 T0A •90A 0 -�0 700 -80A 0 •�A 70. A 70A 070.0 - 7 0 387. -841 1 .0 086 332 A '76,0 0 60.8 3t 3 61 483 463 -827 82 487 468 6 43A 4.3 4 3 -39 .1 7.f w 112 104 E -7&0 70.0 -78A 700 78A 700 7&0 .0 76 0 T00 -76A 70A 78. 70A , A 70.0 .0 -7" 700 743 ?00 CF -90.0 70A A 90.0 TO 0 2700-7&7 70 , 70A BiA b �0 8 btt8 496 498 A -7&0 70.0 36.7 88.7 48. 48.7 45A 464 300 1 A 44 44.2 4 4&0 3& -�2 5318 1� E •76.0 7840 700 -7& 70.0 -76A 700 78A 700 - A 70 . 70A -r&0 T0A - 0 70A 78A 700 •724 T00 CY A .0 708 �. ?00 -71.1 70A A 89A 0 !�. -67.3 .83.8 p ''49.4 49:4 -46.2 462 A -76.0 $ 88.2 -47.9 8 446 4 4A *191 491 3483 43 43A i.9 41.9 .8 39A 37 389 0&e 54 f08 8E -"A 0 -7 1LO 70.0 7&0 700 75A 70.0 .78A 70 -764 700-78. 700 ; 700 -7&tl 700 •780 70 -718 T0.0 F A' 700 -90 700 .� 70 - A 700 -70.1 70A 4 �.4 •8 A 39. �1 ✓58.4 .H2. 448.4 2482 A -&0 0 .1 87.1 48A 43.3 43.3 47A 8438 422 A 40.8 .1 1 -37.2 37 �.4 .4 651P1 191 -?&a TOA - 700 -7 0 T0.0 -780 70.0 -76A 3.0 -743 70 -TO T00 -110.0 fl 70.0 OA -94.3 700 -72UA 700 •88 8 aeloml 60.1 -64.8 646 81.1 St:1 488 438 A -75.0 0 -90M 682 •44.8 44.8 •4.11 42f 482 402 42A 428 412 412 A 39A 6 A S&7 � -346 048 67 114 E 76.0 760 700 -78.0 700 -76A 700 -7&O 70 - 700 780 700 0 704 -MO 70.0 43.3 70.0 4594100.6 0 WO WA 700 -8f.8 7 TO 38. 85.7 A 818 7 T 389 888 332 832 4&4 494 462 428 428 A 742 OA 380 434 43A 408 408 44 4 3 4 340 4D2 7387 8 6 .86 3&4 342 042 68w 1f7 -78.0 76$ 700 7&0 700 700 D0 7&0 700 . A 70.0-7 70.0 , 0700 -74,0 722 TO 38.4 �.4 C 0 700 70 -�0 .0 - 470 0 09A 648 4 00A 316 A 47.8147A 436 44.7. 41.7 A - 9 0334 W 422 422 -39.7 7 ,438 498 4404 6376 .7 38.T -356 T 7 BuB�q¢gt7mre _ 80 920 -760 0 -7&0 TOD 760 T00 -78 70A 76A 700 - 0 7DA •78.4 70A ,7&0 .0 - 0 •710 70 37A A A9�'�0Q0 SMA A OA M. 3 3 1 �A 869 -830 A 483 48' 8 8408 A81E7. &-i 9!1 i4 T x "1141 -lM. PT 1 x 80.0 A �y tttitfr FA 7 4.112 X- 7 8 8 TOW VVIMX 7W NKMAKUALL-IM-WZ-114XW x SBA y ' !r 1.FOR MLA IN WOOD OR CONCRUM TO THE FULL DESIGN PRESSMS IN THE ASM TAKES,USE ELCO 114 TAPWNS OR _ IW 884 CRETE-FLEX ANCHORS. - f� 2.iF NQ WITH 02!2!M.DRSIGN PRESSURE 10: 0 TO 0"P.S.F. ='C t-A 9 14 aX c wo Tressr+ r rorars rmms 111 w0�&'W-112-1I4,XOXCOAFA� �p . .. .?;o�n aac erg n a� >e�trr oP7mw ALLMIUfNUPo1 CASEMENT WNP W IMPACT � is At`'1��•'��• J.L it Mt E MO 17w8F>EE'T .Rb91St4 4w 4 e: imw v pe A tpu�1 I P.9. WIN.-Ba+aer QM94D N T a 1$ 704" PAJ am 7.16 !Amvm PARATIVE ANALYSIS TABLE 6. -XO- •OX-&-1 1/3.113 X -WINDOWS TEST'REPORT: FTL-9682 ' GLAZ A.GMF LAND(1J6'A,. .1A3°H t4EK3HT A Q X -XO° °XO)" 31 31 1 36 38318 43 48 sow 54 67 40 X63 WIDTH 'WIDTH NEG I FOS REG I POO I NEQ P03 14EC POS NEQ FO9 NEQ O NEt3 POS NEQ POS NEQ PO8 NEf3 P08 NEQ P03 37 55112 A -75.0170.0 76.0 706! 76.0 70.0 -750 70.0 .75.0 70.0 -76.0 10.0 1-78.0 70.0 76.0 170.0 -70.70.0 -7610 76.0 -75.0 70.0 48 72 A 76.0 70.0 -75.0 70.0 46.0 70.0 46.0 70.0 -780 70.0 -76.0 100 -780 70.0 -75.0 1 170.0 -75.0 70.0 76 0 70:0 .75.0'70.0 ( t3 49113 74 A -75.0 70.0 -76.0 70.0' 76.0 70.0 -75.0 70.0 75.0 70.0 78.0 10.0 78.0 70.0 -7&0 170.0 -76.0 ALO -75A 70.0 76.0 70.0 53118 79 2I3 A 75,0 70.0 76.0 70.01 -76.0 70.0 -75.0 70.0 76.0 7010 -78.0 10.0 75.0 70.0 -76.0 70.0 -72.1 70.0 -01.6 69.6 -87.6 07.5 Be 84 A -76.0 70.0 76.0 70.0' -760 70.0 -75.0 70.0 -76.0 700 -75.0 700 71.9 706 -87.7 187.7 -64.984.9 482;7 62.7 -60.4 00.4 80 90 A -76.0 700 -75.0 70.0 -7&0 70.0 78.0 700 78.0 70.0 -68.4 t8A 838 63.9 -80.0 !�f.0 -88.6 68.6 SO:2 50.2 -63.4 63.4 64 98 A -76.0170.0 -7&0 700 -75.0 70.0 -76.0 70.0 MA 170.0 -618 81.8 -58.9 68.9 -68.1 iS8.1 -838 53.8 -50.4 50.4 -47.7 47.7 67.333 101 A -780 70.0 76.0 70.0 -76.0 no 1-07.9-76.0 70.0 -W41 08.4 -68.2 ;58.2 -86.0 65.6 -62 162.8 -49.4 49.4 -46,0 46.9 -43.1 43A 70.917 108,W A 750 70.0 -76.0 70.0 -75.0 70.0 71.6 70.0 •01.8 681 56.1 -51.0 61.8 -48 9 !48.8 -46 8 46 8 -4718 42.8 -40.3 40.3 72 i08 A -78.6 70.0 -7&0 70.0 78.0 700 70.4 70.0 •60.4 80.4 -54.3 64.3 -5i.i 61.1 -479 147.9 -44.8 44.8 -42:2 42.2 -39.7 39.7 74 111 A 7S.0 706 -78.0 70.0 73.7 700 87.9 -59.0 690 -528 02.8 -49.9 49.9 -48.4 '48.4 -43.6 436 -41:1 41.1 -38.8 388 ABLE 9. °XO-or°OX- & -iC a-i13 XOX° WINDOWS TEIT REPORTS:FTL-3682,FTL-3 C&-A81NQ OPTIONS: 8.5118-LAMI JIMNS,000,118-H8) E.13MV LAMI WH8;3W$PACF,,WJd"DWW1 IN Rs, i18-Mf.S) ALL°XO OR-07C'SIZE8 U To-14-060 x 83°f qQH AND ALL'4/3 413-iJ3 OF SfZES UP-foil v WIDE x83-"m 1-70,011 0 -XO-cr-OX- & -I&'1Cd-113 XOX- WINE owS TEST REPORT:i�Tl GLAUM W=: C.7MW LAMI(3118-A,.090,WI6-H6) ALL'"OR'W 8=6 UP TO 74-WIDE x 83-RGH AND ALL°iii.113-i/3 XOX-81ZES UP 11 i-WK?E X 63-HiQH -15►.0 70.0 ABLE10A. -XO-orIGX° & °1J3.113-i13X(W WWDOWS TEST REPORTS: FTL-3580,.FTL-4807.FTL QLAZM OPTIONS: :C.7118-LAMI'(3M8'A„090; 1 F.13/18°LAW 1/8°A,AIR SPACE,7118-LAMI-WI.311 A,.on,3M8-H8) ALL-xo-OR-OX-SIZES UP TO 74°WIDE x 78-HIGH AND ALL-ir4.iii-iii XOX-8IZE8 UP TO ii1 WIDE x 78r HK3H -56 0 BSA T A � 1 Ole '•. g' �a Pm na uwf 1.FOR III�f�AL1,ATXW$IN WOOD OR CONCRETE TO THE FULI,DESIGN PRESSURES IN THE ABOVE TABLES,USE ELC0114-TAPCONR OR 414°8,44;CRETE+IMANCHORS. t tt i a t 2.IF WSTALLMKi VMW#12 SCREWS,DE8K;sF1 PRESSURE IS UMW TO 6U PA.F. `�>>��I sir r Na 88703 •'•*:. 'b Q- 0 1� '•0::� ' tx sty a momwo-08Hfiff PRESStli2E&XO Q B 113.113.113XOX prc a axt AMAWns- �c X t1MiAtt1MCASEMENT WI DOW,IMPACT FX Yllf7 R V:aat firer Q0 J4B ALTS 8 + 13 '70*4 E A{P �ff I OMPARATNBAW Y-MTABLE 11. o'°r°or & 'XbX' M-EOMMERWO AS TEST MW FTL- PTL-3729,FTL4807,FTL4 Q AZINOOPTIONB: A 8/98°iApdH{1/FA,.090,9 ? S.8KVLAW(lffHS48 lXW8) C.7/iVlAfAI{311WA.,08Q3g$"H8) 73H�LAMI 41rPHS SPACE 8°i.AAb!-Wt 1 1 F.93di 1 SPACE r "LAdAbWi 8gt8 X O X IF 1113 f iNIDTHB 43 40 wBIB 1 64 - 87 80 VENT I PQtED MOIPOSINEG POS NM PMINEO POS N901POSINIEGIPOSINEG Pt3 O NMGIPO$INECIPOSINEGYPOS POSI UNEC11AL LITE8 A -7 .0 10.11 +•78. 70.0 - .0 70.0 -14.1 70.01-64.0 84 �.8 80.8 -58.1 11 -0.1 89.1 -8 .3 . 80.6 89284 48.125 91,014 8E -7 .0 750 MI-75h 70.0 •75.0 700 - 700 -76.0170.01-76.0 700 780 700 -750 70. •78. 70.Q C 0 �0 0 .0 700 0 70. 700 4XLO .0 .Q 0 700 0 70 700 0-55.0 SS.O A -76.0 70.001 71,11IM4 MA 5 5&8 -MA 50.4 -47.8 47.5 -44.1 44A -41.8 4948 -3 2 389 Z( Q 911.919 24 38919 8 -70 70 :75.0 70.01-75.0 70.0 -70.0 70.01-75.0 70 -7&0 70.0 28.0 70.0 -75. 700 -7.0 70. 73. 70.0 C .0 70A :90 70.01-90.0 700 -8,0:0 7t.01-904 r0 0 -90. •90.0 :0 -90.0 700 1 .4 70. 700 56.0 .0 A - .d T0. •8p 808 . 2 672 8^at 827 -828 528 -49.1 491 -482 48 843 9.4 41.1 WPIECUTALLITEB 96.973 27 42973 B -7S.0 . •Y6. 700 25A 70.0 MG 700 78. 700 78.0 70.0 -75A 0.0 -75.0 700 -75A 70. -76.0 70.0 C -"A 70, 0 7&0:+000 70.0 -90.0 70.0 W.0 10.0 -90.0 70.0 -870 70.0 -M.91 70.60- :73.1 700 45.0folLo-a A 4ul 55.0 All 40 4& 59.6 .4 BDA -54:5 64.8 •80. 482 -44 8 44.9 -42 0 420 140.1 038.0 tOL849 30 48.849 •75.0 70. M. 70.0 4&0 700 -790 70.0 -78 700 75.0 70.0 75A 704 -75.01 700 -7&0 70 7& 70.0 C - 70 -80 0 40.0 7. -9M 7 Q 7 7 .0 73.8 0 -89.7 T �.9 88, i 9 66 0 .622 $ A - 70. 49 49.9 48A'46AI -45.8 48.8 -A27 T 40.7 40.7 A 38. }38 888 916. 32 51,892 8 -16.2 70.0 R�4 70.0 -7 0 7D0 78 70,0 -78.0;70.0 -780 0 -78.0 700 -7 .d 70. 70. % o A 70.0 70.0 - .0 700 - 70.0 - 2 .88.9 8 84.5-81.4 81 ti88 588-5&0 5& -809 9 477 47. A -7 070 47. 47.9 44. -48.4 4&4 444 .7 -42.8 -41R 1.4 -39.6 39A $ 37. 36.7 122 33.867 54.827 8 -7.0 7Q. sT6 70.0 70.0 -78.0 .0 75 70.0 -7&0 -75.0 700 •8.0 700 74.9 70 71.4 700 C .0 70. 90. .0 A -.$ 70.0 74, .0 •89.4 -84.7 84.7 -61.0 81A 7 70 48.8 400A 4310 47.9 47.9 44, 44 3 -42.4 -41.123.1 34 85,138 8 7.0 70A 78. 70.0 70.0 76.0 70.0 - 70A -78.0 78 0 78.0 -1&0 700 •74.8 'M 71. 70.0 C 0 70A Q 70.0 -73. .0 88 -84.1 84.1 -eD.5 80.8 A 562 1.5 1.8-47 2 472 -44.01444 A -?$A 70 5 45.6 -42A 40.7 4&1 41A 41,8 -402 t22.48.7 367 -36.9 x85.0 96.0 12&00 34.781 8&418 -74A 70 7&o 70A r& TOA • . 70.0 - 70.0 -75.0 70.0 78.0 Z9.0 -6. 0-73.7 70.1 70.0 C 70A 0 70. 8 70 -71 Y 0 87 -69 1 A -74A 70. 4& 434 +412 412 -45.1 4&9 -41 41 6 -404 40.4 -3Y.T .7 2 X34. 34,3 130 35.8 8&208 8 - A 70 75.0 70.0; 70.0 7&0 70.0 • Y -7&0 .0 of 70.0 •75.0 700 - 470 8&8 0 00 70.0 7 0 -78.9 700 89 883 84. r$1 84.A -7.3 700 -43 5 43.9 +41.0 41.0 -45.0 46.0-41 41.4 -40.9 40.3 $ -37 8 376 1 3 LI 134 100. 38 5&378 8 .-750 70.0 - .0 T b.0 700 76.0 70.0 75.0 7QA 0 -76.0 78-d 72.3 700 5889 CP - 70.0 •80. 70. 0 70 78 438 1 185.9 . 87,4'-548 A - 9 70.0 422 : .7 39.7 5 435 40. 4DA 382 392 7 -38.7 1'7 .6 SS 7 134 37 80 B •7 A 700 - r .0 700 •760 ft. -75.0 70.0 -76.0 Y0A -W.4 87.4 F 0 -900 700 A 700 •771 41r 87 3 -83 •p 9 .0 D 3 �. 40 8 8 promwimvim "XO°$00V WIMM WIDTHS Et2 ML THE SLIM OF THE VENT WDTH AWTHE FIXED WIDTH. � Y1�w1��@tarl4s 2 or :F AoxLNo �0•i GLMM OMM 0.7Ar LAMI ALL°XOW HIZGS UP ro 134°W97Ex(W HIGH WITH 37°MAX.VEW WIDTH AND 8V MAX'.FRIED WIDTH AND -90.0 7&0 By ALL°Wror'gUX°81Z UPTO97°WIDEx83°HIGH WITH SIM MAX VENTWlDTHMV!KMAX.FOMDWHYM ABI-B 92A o°or W & O 1 arE MOM TEST ftnOF MCM0,FTL-4807 FT44898 L� OPTI": D.7H8° 090 Q 9 9 LAMI 1!8" R ACE 7118°LAIIMI9118'N8. LYi)Ar ALL 7(OX°0►ZES UP 70134°W#REx 78°H[OH V1fRF9 Sr AM.VENT On AP14�°AAN(:F06E0 AWD -8&0 ALL%(O°�'oX°SCE$UP TO87°WIDE x 7�H WITH 37°MAX VENT WIDTH AND80°MAX.FMD WIDTH + P�•'' �106NSF''.F¢►r *.: fm 1.FOR INSTALLATIONS I IN WOOD OR CONCRETE TO THE FULL DMON PRESSURES IN THE ABOVE TABLES,USE ELCO 1140 TAPCONS OR 14a.69795 114*SS4 CRETE-FLEX ANCHORS. 2.IF P. v NWI TN#92 GOWN ,DEMN PRSSLIR IS MIT TO 88 P.G.F. 7,K c a PRESSURES.UlQ CQNtG XO OX&X 0 D � ' �''•' ..... ts�� 10D0!}� B A�dHANpL�7A88atY pa ALIUMiNt1A9GASEM�AIT lA+1PAGI" :�5 ��Pic 4?l4741g w spa 1?slyBetrer rAaro NT9 9 13 70988 E ve5 t REFERENCE"Xir$"XOX"FRAME 67 REFEREE"KO"$"XOIC'FRAIL ASSEMBLY DETAIL„SHEET 11 NCASSEMBLY DETAIL,OHM 11,E r r �aa 4D$1 b8 40 41 MAXVENT MAX:FIXED LITE � DAYLIGHT Iti 1--DAYLIGHT OPENING 8 s (SEE SHT.3) � MAX.WIDTH(SEE SHT.3) HORZQNITA,L S§CTFON-XpX REFERENCE'Xr FRAME ASSEMBLY DETAIL,SHEET 11 A �00 ff 4 r f MAX.VENT 4V 4 7 DAYLFGHTOPENING ® (SEE SHT.3) JIMTH g as aD qt (S T. � 3) tjQRg0NT -)« 4t t es , a OPENING DAYLIGHT& 41 MAX OPERABLE VENT MAX.VENT HEIGHT (SEE SM.3&4) o DAYLIGHT OPENING B (SEE SH'TS.3&4) (SEE SKr.4) MAX.WIDTH(SEE SHT.4) �--m HQ ,C_0NTAL�SECTtON-:x fie 1�R•I•IC/1L�; CTI ��*,'�� ,��r�i VE�C 0-4 F=-•IX��"'LD ILMT sons GTA to x a atasrrrt�a aamw� ea� ° as '�"� S6=CTIOM3 �.,C�,S•�tgw +, , Pa ■ e YrcA.sE Fnn wlNpow lAfP r ��A�Onral.� ',•�• A"A AK 1T/t7AD8 pteo�i VUtby swan JVT$ t0 a 18 MOO rE J FRAME ASSEMBLY 13"MAXL O.C.Wi(2)SCREWS N TE:ALL ALUMINUM SHALL BE OF 6063-T8 TUBE,IMATL:8083 46 3"APART AT MID-SPAN 1.378° "W FRAME JAMB "X"FRAME JAMB •�ow (�}CABENI,,�„ENT Mg MG PLATE rte" SA$tifRAMETOP `✓ OR BOTTOM RAIL MATV,�I-78 �. 2.898" DW(�# 7871 FRAME&%SET BLY DETAIL 2.784"---�^ 56x1 QUAD PH WAS FRAME ASSEMBLY 012X1 PH TEK SMS (2)PER CORNER 0434" G .RAM, HM SILL 1�B. 93"MA1f.O.C.W!(2)SCREWS 2.6" MAIL:4IN31TO TUBE,MA7'4.:6083-T8 W APART AT MiD40AN SASH;FRAME DWf3#7002A "X°FRAME JAMB °O°FRAME JAMB SIDE RAIL . 2.138" 103ASH FRAMt HE(AD(A S. ILL.JAMS MATT.;6063.76 lb DWG#7003A " SASH FRAiNE SLY Q� "XO" &2P)V EMN&S§gMjLY D"MAIL #891 QUAD PH SMS (2)PER CORNER FRAME HEAD OR SILL i �FRAME JAMB ` 3.544" PROMWPZVNM NOM. , '1 OPAO lu0t 1 2.784"' �:Iw LYNN FIXED FRAME.844 JAMB di MAI 6063.75 MAIN FRAME ASSEMBLY DETAIL DW{�#70Q5A AA y naa �— 8 tlBvmm& Yi1,ETA2.S AA a nm v A EM L Now WAN mw*w JA ~1 � nrsr �, ALUM/NtJhl CAv^EME T In7NDOW fMPA'CT� ��i�I" :ds ter+ vfe Gamer you NT8 71 a 43 70QfiB E 97t17/P71 AR 3 UST PART3 LIST CONT. # DESCRUFMN # I MAINMAMB-HBAD,SU&a BS 73 Toes !AI ousnupnow 2 lt5s 78I MA XI PH 74 7036 3 7008 FRAME 75 4A X.750 AD PR 8MB 4 1 11wxt/8° FOAM TAPE A &JAMBS S A SASH-TOPB &SMRAR$ 8I U l A #8 Xi AD IN SMS 6 1135 78 A X 1 AD PH 82 7418 7 7017 6 17R WRA 187X 240 83 7007 ALLA 8 7008 83 407 BBAD 3116"1 9 7024 n N1 LOCK 13n6- .GLASS LAMI- 10 70x6 LATL+ I/s-tt GLASS, AN Yom- oR i N,TYPSP I3►IB° a cBaass A1R� 7 6- 7n LAMI m 1 7114 &1,H 3n & 61111 DUP0 PY IIS7 78X78PPSMS MS 13/16°LQGEASS 9 7116 1 7013 &31I61I8(ti.A88 .090 OR 13 7013 89 1 r78-71 CKM 4 1 A I 7028 MA)UM DYAD OFERATOR 17 1 7027 IMAXMDUALARUMM ! 70� P�►TOROASacsr /�, 19 1 mi, AMLEMPIATR 1,83)IIV31'> a 20 1 6&32x 375 VK M TYPBB pow-"*.•-- .8w MAIL:X346 21 7032 & DWC#7w 22 1 x sW FLT: IM. 23 703'2 TacT11ACK&SLlDBR 40 NJir SAW wa g �, 23 7029 ta- vY MArL,ON$46 7i tlollPH DW(317036� .87Ei—�kw—. ao Si16- {ttBA& 13 " 31 fl'fl'BRI.AY13R•SOI.UI7AORDUPtaNTPVB -� #f-•- k.-.$w 6°LAMir1ATi�(1/8H8&1f8H84it A5B? t -SOLUM OR MWONT PYB 32 6 1AMfl�1AH�Q116A& BH3GLASS), F23° i SS 11nif SAM MAD 00 R417W1.AYBR-S(XU77A OR UMNT PYB 33 /16-LANKVM( dHS&3/61SOLASS) MAM 60WT6 096riR8R1AYF1t-�LUl7AORDI$+ONTPVB 'ow MNW 40 7036 OLAZING Sl18 41 7042 BBAb /1 1.A'$4e as 1224 fTPW vomsmawmmm- 41 7116"O�BF.lyD 44 -D61w 99s� 1v. 45 PARASOND ® MAT'L:6063•T6 1634 61 SHTFINOBLOCK DWC367042 as aitb0�Flotlda 7006 SCRM PRAMB .12� 2.711 t t�.1 s1 704o CSR xBY ' so ca OTH $3 1633 616338 -9$RRAT® s4 331 CLp :040° 1.000° s3 7b80 f X s� 1 6 68 7004A 7122XIFFF 012 1-�F1IAMBA88Y.T118E 1423" ��,,� 65+ I1 LOCK TB 6i gm—E IENT Em �.`* � .!¢+'� 7a Ton LOCK RAC �GASEMEPCfl3tCFEEN F1iAAAE Y No. _ 88708 `; 7i 7018 711373 AP- N KNOB �T7:8w3-T6 MA'I'L: _ 72 its 7 HD P UWM HANDI B DVM#7006 DWGM 7004A -° Q• FX 7ifB&9 C L*6 / ° ��iy: e l'i4a + 1 8t uc i�t�s'••�. OA,.•''801, Fx 6EaM D a VMff..Tall a AADAWnHWW WANDSO WINDOW /4CT f�sC)IVAL wF +�7mr tfbjy8aeoer oAa4sr W7S 12 9 7046.8 r H 3ereer� A 2x WOODI BUCK ®1x WOOD BUCK A 1x WOOD BUCK 2x WOOD BUCK '(SEE NOTE 3) (SEE NOTE 3) 19w SH� 3� (SEE NOTE 3) w � 114 MAX.SHIM 114°MAX.SHIM--M{ 114°MAX SMM 1 i••� SEE NOTE 1 SEE NOTE 4 , SEE NOTE 2 ASEE NOTE 1 � ®SEE NOTE 2 SEE NOTE 4 ® W • ® t i SEE NOTE 4 7 1/2w r (1i4w 1 MIN. ""�MIN. . MT�M O E tl 1P�RRAME EM UNIT FRAME f M MT PTO 29P W! TO 1 akm TO CONCRETE W/MM BUCK TOMQMM TOM WOOD MM LM THIW 110 THICK OR MOM TIjiCK M THAN 1 lir THICK 1 4y Q�t�fiOI T # C 1114°MAX.SHIM Vow MAX.SHIM ASEE NOTE'1 E NOTE 4 ASEE NOTE 1 ;i .• .i. .It t NuTI 4 NOTE: ALL DETAILS APPLY TO HEAD SILL,AND JAMB. ;•p• aat/�!� OMRAM t WT FRAME FIXED UNIT FRAJIIE x#xtgoA MOM=M= TO GQNCm nc xo 1 NOTES: 1.FOR CONCRETE APPLICATIONS IN MIAMI-DUDE COUNTY,USE ONLY MIAMI-DAM COUNTY APPROVED Vow ELCO TAPCONS OR 1/4w SS'4 CRETE-PLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2". SEE SHEET 1 FOR SPACING. 2.FOR WOOD APPLICATIONS IN MiAAS-DADE COUNTY,USE#12 SCREWS,Vow ELCO TAPCONS OR 1/4w ELCO SS4 CMZET'E-FI.Ex SEE SHEET 4 FOR!SPACMIG. , 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WH68r;TOTAL THICKNESS IS LESS THAN 1 11r. 1x WOOD �.��,o�Y.LYNAr BUCKS ARE OPTIONAL.iF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2K ARE i 1/2w THICK OR � * yI M GREATER. INSTALLATION TO THE 3UBSTRAtTE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AMORITY No.Sam HAVING.JURISDC2TiON. 4.ITEM as, PLATE NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MOAMOADE COUNTY. �& Jy A Fx 9Wl'M a Arom�anxasrras DETAILS �0.��t�, FJL D RBY�eAFD�MM® 3Yf6' d/f4 ^�i,�`y4•• ORiUP.•'©\?��• .ce a r�assar v� rao AltllVl/MCr4SEMENTINEAIDOW/IIIPACT F.x q ' Nil4 i3 +18 mi�6 E A 1�� 6 , MIAAH-DADECOUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,EWMONNENT,AND REGULATORY 11805 SW 26 Sbec4 Roman 208 A"AIRS(PERA) Miami,F1orlda 33175-2474 BOARD AND CODE AIDMU49 RAIM DIVMM T('1'86 345- P i 315- NOVICE OF ACCEPTANCE OA PGT Industries � � 10"!0 TedwokW Drive N+**iv is,_P134275 This NOA is being issued under the applicable rules and rex6l t i go ,g of construction materials. The documentation submitted has been reviewed az�d`��by�1�i '� County PERA Product Control Section to be used uz Miami Dade County as :at e x atlo ekl by the Authority raving brisdic Lion(AH3). This NOA shall not be valid after the expiration slate stated below.The I Crunty Product Control &K4oa(ffi Mianni--Dads Court )and1br Vie AM(zu arms other Aan l�iairti Dad@ C*)forte the right to have this product or mewial tad for+amity+ assure purposes. if'this product or material fail to perform in the accepted manner,the mantifitctumr will incur the expense of such testing and the AM may .immediately woke,mc#ify,or mapend,trio use of such product or material within ter jurisdm. PERA reserves the right to revolve this acceptium, if it is &mnined by Miami-Dade County Ptoiuct Control Section 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 Cod% including the High Velocity Hurricane Zone. DESCRIPTION:Series"PW?or Aiumaum Fixed Window--L.M..L AP1WVAL DOCUMENT: mawliig No. 42sw 4 titled "AIizniirium Picture window, Impact'', shy I through 8 of 9, prepared by manufacturer, dated 07/14M3 with revision W dated 10/18/11, signed and sealed by Antony Lynn Miller,P.E.,bearing the-Miami Dade County Product Control Revision stamp with the Notice,of Acceptance number and Expiration dee by the Mlanii-lade County Product Control Siection. MISSILE IMPACT RATING:Lie and anan hussfie Impect ftmistaut LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series 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 TERmwATION 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 mss.Misuse of this NOA as an endorsement of any product, for miles,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any sanction 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 revises NOA No.10-0504.05 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gaston,P.E. NOA Ne.11 1110.13 t Expiration Date: February 19,2014 *91 i2' Approval Date: February 02,2012 Page 1 PGT Indus. e . NOTICK QE ACCEPTANCE: EVID NCE HOPSHO A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 03-.1105.01) 2. Drawing No. 42594 titled"Aluminum Picture Window,Impaer, sheen 1 through 8 of 8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and sealed by Anthony Lynn Miller,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 along with marked-up drawings and installation diagram of aluminum fixed window, prepared. by Fenestration Testing Laboratory, Inc., Test Reports No.'s Fn,-3835 and F11-3850,dated 07/18 and 31/03,all signed and sealed by Joseph C.Chan,P.E. (Submitted under previous NOA Na C. CALCULATIONS 1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with FBC--2007,prepared by manufacture,signed and sealed by Anthony L.Miller,P.E. (Submided under previous NOA NYo.1"504.05) 2. Glazing complies with ASTM E130042/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex--Clear or colored Interlayer"dated 04/21A 1,expiring on 04/21/16. 2. Notice of Acceptance No. 11-"24.01 issued to E. I..DuPont DeNemours & Co., Inc. for their"DuPont Butacitte®PVB xnterlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance and compliance with the FBC-2007 (with the 2009 supplement)and FBC-201 0,dated 10129/11,signed and sealed by Anthony Lynn Miller, P.E. 21 Statement letter of no financial interest and independence, dated 10/29111, signed and sealed by Anthony Lynn Miller,P.E. 94�z- Jaime D.Gaston,P.E. Product Control Section Supervfbor NOA No.11111i1.1S Expiration Date: February 19,2014 Approval Date: February 82,2012 E-1 PGT b-dustrias K PT E F. STATEMENTS 3. Letter of Adoption of as his Own, the Work of another Engineer per Section 61G15-27.001 of the F.B.P.E., dated 08 119 110 signed and sealed by Anthony Lynn Miller,P.E. . (Submitted wider pmWows NOA No.10-05#4.08) 4. Statement letter of conformance and compliance with the Florida Building Code, dated 08/19/10 sued and sealed by Anthony Lynn Miller,P.E. (Submitled cinder previous NOA No. 14-0504!.08) 5. Statement letter of no financial interest and'independence, dated 08/19/10 signed and sealed by Anthony Lynn Miller,P.E. (Submitted under preWinus NOA No.10-0504.08) 6. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL--3850, issued by Fmmtration Testing Laboratory, Inc.,dated 07/31/03,signed and sealed by Joseph C. Chan,P.E. (Submitted wider previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 10-Q5tA4.03, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window-L.M.I."approved on 09/22110 and expiring on 02/19/14. Jaime D.Gong'.E. Product Control Section Supervbor NOA No.11-1118.15 Expiration Date: February 19,7014 Approval Date: February 02,2412 11-2 NOTES: SERIES 701 ALUMINUM FIXED WINDOW 1.ORECTIONS FOR USE: A DETERMINE THE PRODUCTS MAXIMUM DESIGN PRESSURE FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS r VISIBLE f ABLE LIGHT 8 EttQSNE THE TYPE AND QUANTITY OF ANC REQUIRED VISIBLE LITIIT TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR 5°MAX. WOW SUBSTRATES. OR SHEET 7 FOR MASONRY SUBSTRATES. 8° 12-7D.0 SPACE ANCHORS APART EQUALLY PER NOTES ON SHEEP. MAX. ", B MAX. O.C. 2°WX O C. O DRAWING TABLE OF CDNTENI5 0. USE SHEETS 3 THROUGH 8 TO INSTALL PRODUCT. REFERENCING NOTES FROM SHEETS 6& 7, GENERAL Ste'"""' .......••'••.••1 C C I�YATIONS, FTANGED......».»....1 2 DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS BASED A A ELEVATIONS. INTEGRAL FOL.....1 QMNG ON TWO PRESSURE AND AM E1300-02, 3-SECOND GUST. j DESSUSRES,...............AND.2 POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND ASTIA E/300-02, 3-SECO O GUST. 98 14° � DESIGN PRESSURES, FINNED-.2 FIN INSTALLATION. MGM FIN.--3 3. ANCHORAGE: THE 33-1f3R STRESS!NCREASE NAS NOT$EEN FIN CORNER ASSY HNTEGRAL FIN..3 USED IN THE DESIGN OF TM� PRODUCT. MATERIAI INO U 6IG 92-1 f 4° b i' CORN INSTALLATION. . FLANGED EO.........»..4 BUT NOT LIMITED TO STEEL, SCREWS,THAT COME INTO CONTACT UGHT MAX. CORNER ASS.. Ft ANtiED.........4 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE LIGHT O.C. 93-1/4" ANCHORT10N, 9ISC.............•....5 REQUREMENTS OF THE FLORIDA BUILDING CODE LOAD ANCHORAGE»»....»..............».....8,7 DURATION, CD, OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY. ( 96" l IGHT EXTRUSiDI 12-7/8° FLANGE �r PARTS LIST.. . ....»......» .. .. .5 4. SHUTIER REOUMEMENC NONE REDULRED MAX. TQ FLANGE S. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN MPINE, C-90 CONCRETE KSI PER ANCHOR TYPE,MASONRY�7. CONCRETE WITH 6. REFERENCES:TEST REPORTS, FTL-3635&FTL-3850, NOA 07-0428.01 (ULTRACON). 03•-0225.05 (CRETE-FLEX), j AN$IfAF&PA NOS-2005 FOR WOOD CONSTRUCTION.ADM-2005 Ad69TNUM DESIGN MANUAL 8r 48° FLANGE O 7. THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY MAX. TO FLANGE 2°MAX. 48' WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 3O 1/4" INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2 TO FIN 8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TYP• FLANGED FRAME ELEVATION TYP, INTEGRAL FIN FRAME ELEVATION CA BE TRAANS AIEEiaN yam' BUCKS.BY NESTED UNIT) (TESTED UNIT OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 9. NARROW=NT SEWN IS USED ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND OTHER SHAPES AS SHOWN$MOW OR SIMIAR, MAY BE USED BY FLANGE OR FIN. OVERALL SEAL ITN FLASHING STRATEGY FOR INSCRIBING THE SHAPE IN A.BLOCK AND OBTAINING pESIM WATER RESISTANCE OF INSTALIATM SHALL BE DONE BY FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. OTHERS. l• --WIDTH—+-1 I WIDTH YRDTH °B A-pmw &° C� +-- (� �rs WIDTH--+! ~ I -+•I WIDTH h---I WIDTH F+ � �� L. WIDTH--^�1� 1 WIDTH -+) I--WIDTH-►I WIDTH--4 Fes-WIDTH-*•I T T T r -I — _{ ..��` LYNN IL J 1 *: Na 56TO8 _ "1 10/18/111 D12010 ma UPDATE �, 1070 IEGOWLM ELEVA77ONSAND NOTES 0, •.,+rioRla? s 7a 3/31/101"cl N.VEND.FL 34278 A" 4 4 B P.a eqx 1s28 ALUM�MJM PXTURE IIt NDOW,WPACT ''�r�$/fl orom FK T NOKOAM R 34274 PIi70f NTS 9 a 8 4269.4 Yt11 7 a/ss'wn mass KOM Pit Sid 1f�AXblpHa{Des�n a/sauotm BABA-.0801+tl8.8/MBHM .�•tut�tu tnrrame as PNresswe( f► atuM+m3IMat •ansAm•aneA AWrw-s>x4ttM ' '" a/,s•arrfam OR HEAT tx 4 ASS -N LM.M TU 1116 64 40 W6 mJa 38 80.0 80.0 0 O I fto 80.0 mA I 12 80 0 80 0 0 13' 80.0 80.4 80.0 "A`ez v MxMENStON3 MAY BE ORIENTED VERTICALLY OR OR e0.0 80.0 0 71.1 71.9 04.o 14 17 21 I10RNZON7ALlY AS SHf)WPI. 87876 05.0 80.4 0 0 71.1 00 82:1 72 80.0 80.4 0 . 71.1 64.0 tt/ta•eaolr r - • -y tuASS 1 °B"DIM. me 80.0 mA 8 0 70.0 e4.0 84 mA e0A 80 743 858 D11M. �C 8$3 mo 84A 11A .8 15 82 2 L b =0 77.2 047 m _ 94 98 100.7 mo 00A 72.3 3 ff 8Q0 mo 74.4 �16" I G lNG DETAIL mo 05.0 7•® AGED OR INTEGRAL FIN FRAM 60.4 a" (FLANGE FRAME SHOWN) Fbwd Unim mQB«�b aRBGoNiB/7 -�u►�•3euN� Florod Pr8U ro(•&P$Q iliasui t 9pstem almaw•a/t�ts• •J1 6 t-t/te'um a�►I a. SA a a 7lt8•tAle mass tames ow emm MnAdIE at 24 30 36 42 40 64 w >3++t'M tam 7/18'AM SPACE Pa8 BitkR1AYFR 30 80.0 80.0 80.0 80A 80.0 80.0 m 80.0 WA s/te°aalrtAUV 48 80.0 80.0 80.0 80.0 mA 8" 80.0 00 s� s ts'r>oa mASs a/te•tee a,OW 80 80A 80.0 80.0 SU 84.0 71.1 71.1 84A 87878 80.0 05.0 05.0 MO 80.0 71.1 84.0 82.1 12 72 80.0 mA 80A 05.0 a" 71.1 04.0 18 78.9 80.0 80.0 SU 80A 0" 71.1 84.0 11 84 80.0 mo no no 80.0 71.1 t tt to^ 4 86.3 80.0 80.0 80.0 8" 8" 71.4 tam b 88 MA 80.0 80.0 mo 80A 405 7 80.0 80.4 80.0 80A 13 1 105 80.0 mA 80.4 128 mo mA 80.0 105 eoo 80.4 -1j16° LAMi 1.G., GLAZING.QE 1L FLANGED OR INTEGRAL FIN FRAME illttt NOTES: (INTEGRAL FIN FRAME SHOWN) .�` Y tyw 4! '.". 1.ANY ONE SIDE OF THE WINDOW CANNOT BE MORE TliAtd 148'NOR CAN THE WIN ARFA EXCEED 32Ff. 2. FOR SIPES NOT SHOWN, ROUND 12 TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENS N, 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMAUEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OMALL.WIDTH AND HEIGHT DIMENSIONS CGtd?LETELY FIT WITHIN. Z 7k:' 56705 4.THE WINOOWS WIDTH AND HEIGHT (DIMENSIONS a AND W) MAY BE REND TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE{SEE FIGURE.THIS SHEET} _ d 7 10 18 t t 0 CKAA0W hS CAP Tn TAB FVR 30'RULE °a° '"O' 6+► F 'EC= t>70 WOOOLM MTAK.S FtoRtaP ��: J 3 t fa C N.YET M,tt 3427s tm« ``S;'' Q .`• F.K 4 4 0' 8 A�AMAAXE 7M Stir ».o.IX}X is" AUlI ONMP►CTt1REV f FACT Rp mu�OMrs,TI.34274 e 4 D A � tddltel, P E .E./ss7173 I INSTALLATION DETAILS FOR FINNED FRAMES 2X WOOD FRAMING —�I�r—1/4" MAX. SHIM 1/4°MAX. SHIM -r°1�+- 2X WAD BUCK OR FRAMING SEE ANCHOR 1 GUIDELINES, 1 i3 8 1 INTERIOR 378" MDT. 2X WOOD SUCK OR FRAMING r MOE DISTANCE .131" (1/8'X 2-1/2" �L NAIL.WITHIN 2°OF 13t"(f/@"} 1-3/0,EMIN, CORNERS AND 8°O.C. X 2_1/2• NAIL, .378"MIN. WITHIN 2*OF 11 98 2Z 17 a EDGE DISTANCE CORNERS AND 11 1 8" O.C. MAX. VISIBLE L*iT OPENING 73 MAX WINDOW HEIGNF HORIZONTAL SECTION Q -C MAX. WINDOW VISE UQqT INTERIOR OPENING SEE ANCHOR SHEET 8 13 1 1/4" MAX. SFi8/ 1 3/8°MIN. T J EMBEDMENT MITERED FRAME WITH WEWR (AND EXTERIOR FRAME WELDS -4 SEE s 2X FRAMING S CK SCREW)OR CORNER PATS AT VERTICAL SECTION D—D ems 90°CORNER AS5EMB ANGLED CORNER ASSEMBLY A o�.No ��' NOTES I. USE ONLY NAILS PER ABOVE, OR ANCNDRS LISTED ON SHEET 8, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ym Ag 7k: No.88708 ' JJ. fa 18 t i D No CNAACE no stw °ai ` !pO 1070 T>c KOiACr INSTALLATION FINNED FRAME �`''•,!�tOM • ` J. 3 St is C NV. a 34278 ALUMINUM PICTURE{MNDOW IMPACT � �`SIONAL .l`�� mm glum N OMI3 FL134�274 ,t a u,BOp U. A.� i&. P.E. r 7 P►ww !TITS 3 d 8 42bt�4 D ��887 _INSTALLATION DETAILS FOR FLANGED FRAMES SEE ANCHOR 7X wow BUCK f/4°MAX. SHIM GUIDEUNES SHEET 7 1/4"MAX. SHAM SEE ANCHOR GUIDELNES. �2x woo-D BUCK OR FRAA/ING MIN. CONCRETE a is 6 a SEE ANCHOR ANCHOR MIN, CONCRETE KM �' PER ANCHOR TYP SEE SHEET SEE OR SHEET 7 :1... 5£E 7 (7 OR 1.8 KSI MIN CMU MIN, CMU . wmaims, 4�''<S •,� a' f X WOOD SUCK ' SHEET 7 - 1/4"MAX. SHIM SEE ANCHOR tt 18 22 17 2t to- SEE ANCHOR 2 SHEET 7S. h GUIDELINES. 49 MAX.WINDOW HEWIT SHEET 6 HORIZONTAL SECTION A—A MAX. 16 22 WMIDOW H£K1H7 f7 O MAX. WOKE MUMS SEE ANCHOR OPENING mum, SHEET 6 79 t0 2 I1,C MAX. [ EXTERIOR SEE=HOR GUIDELINES. I SHEET 8 E7 MITERED FRAME WITH INTERIM AND EXTERX� FRAME WELDS WOOD BUCK (MOWN) OR CORNER•KEYS AT OR nwmc VERT�AL SECTION B-8 � cr ure�ua 90°CORNER ASSEMB ANGLED CORNER ASSEMBLY ENO 04 NOTES cowl 1. USE ONLY AN040M LISTED ON SHEETS 6 AND 7. FOLLOW VASEM04T AND EDGE DISTANCE Lwm. till 1fi ...�:' H� 2 WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICHOIESS IS LESS THAN 1-1/2° f%WI000 �* 't�:••�CEN3Lc BUCKS ARE OPTIMAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2X ARE 1-1/2-THICK OR . y�,• JGREA�A11/t M TO THE SUBSTRATE OF WOOD 1XKS TO BE EIM4EERED BY OTHERS OR AS APPROVED 8Y HAYING *: NO.S97O8 *r• j� J.J. "o... l0 f8 f f D INO ChLaAlOE THIS SHEET °i J.R. 3 3l JO C W�YlTICE,�A1342 f3 IIi TAlfn00.I�GD P.o.fXpf fear ALUMIWt1MPICTU *WDC!V IMPACT s�vNAl.��, iJC 7 NOKOAm FL 34274 A9 f01r� W8 4 a 8 4268.4 D A Ly w P.E. r MISC INSTALLATION DETAILS SEE ANCHOR SEE ANCHOR SEE ANCHOR SEE ANCHOR CUIVELINES. GUIDELINES, GUIDELINES. GUIDELINES. SHEET 7 FIN FRAME WITH SHEET 6 FIN FRAME WITH SHEET 7 FIN FRAME WITH SHEET 7 FIN REMOVED F#4 REMOVED FIN REMOVED INTERIOR 1/4' Ix WOOD SUCK Ile MA)• am 1/4* MAX. I MAX SHIM SHIM SHIM j . SHi SEE ANCHOR SEE ANCHOR GUIDELINES, I 31e MIN. 7 GUIDELINES. -Fi-TT SHEET 7 EMBEDMENT .e-:'- SEE ANCHOR SHEET 7 GUIDELINES, t MN, FC�Ef6 KSI WIN.cmqwzrE Kst ANCHOR. SEE SHEET 7 2X WOOD BUCK OR FRAMING SHEET 7 PER ANCHOR, SEE SHEET 7 OR 1.5 KSI MIN. Cmu MIN. CONCRETE XSI PER ANCHOR TYPE, OR 1,5 KSI MIN. CANT SEE SHUT 7 OR 1.3 KS MIN.CMU EQUAL LEG FRAME EQUAL LEG FRAM FLANGE FRQ (OTHER FRAMES SIM.) (OTHER FRAMES SIM. (OTHER FRAMES SIM. PRECAST SLOPED SILL 2X WOOD SUBSTRATE IX WOOD SUCKSTRI DIRECTLY TO MASONRY 1/4°MAX SHIM 1/4" MAX. SHIM 1/4-MAX, SHIM /4 EMBEDMENT'-.I - 1/8,mom. MIN. EXCLUDING POW r-2X WOOD BACKER SELF2 STEEL 2 STEEL 1/8'NOM.MIN. 2 STEEL 2 STEM DRH9ING SEXDRILLI SEjiDRJLlJNG SEXORILLING S(05) % Z-� A SEE S STEEL I'M'NOM, T T kU 7L (G X S Z AS S!: m 4m IS Xg MS (G5) Sms (G5) sumes(95) 7 USE SAME USE SAME USE SAME USE SAME ANCHOR ANCHOR ANCHOR ANCHOR QUANTITY& QUANTITY& QUANTITY, ouqm SPACING AS SPACING AS SPACING& EDGE SPACING AS #12 STEEL 12 CE AS #12 STEEL a SCREW SCREW EXTERIOR #12 STEEL EXTER SCREW EXTERIOR S St EW (SHEET' 6) (SHEET 0) STEEL FULL-LENGTH. WOOD (SHEET 6) ZDADE APPROVED MULLION METAL FRAMING (Sim BACKED STEEL SPUD STEEL STUD (SEE SEPERATE NCA) A36 STEEL,7"36 KS1 MIN. 6) ALUMINUM: 6063-TO MIN. 125* MIN WAIL TNCMESS ALL GAUGE THICI(NESSES Fy 33 KSI MIN. .125'MIN.WALL THICKNESS (ATTIACHMENT BY OTHERS) 187GA MIN. FLANGE FRAME FLANGE FRAME FLANGE FRAME FLANGE FRAM (OTHER FRAMES SIM.) (OTHER FRAMES SIM,) (OTHER FRAMES SIM, (OTHER FRAMES SIM.) ALUMINUM MULL SUBSTRATE STRUCTURAL STEEL SUBSTRATE STEEL STUDMOD SUBSTRATE STEEL STUD SUBSTRATE jA=qXo-N* OT N I. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMFM 2. WOOD BUCKS DEPICTED 04 THE SECTIONS ON TMS PAGE AS IX ARE BUCKS WHOSE TOTAL THICKNESS 6 LESS THAN 1-1/2*. IX WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLD CONCRETE. WOOD SUCKS DEPICTED AS Z(ARE 1-1/2'THICK OR GREATER. INSTALLATM TO THE SUBSTRATE OF WOOD BUCKS TO BE ENWNEERED BY OTHERS OR AS APPROVED BY AUTHORITY KVMG JURISDICTION. 3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SMALL BE OF A SUE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. A14 667 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES To WHOLE SYSTEM. ROW By COW 'A., f0 J JJ D AKJ OAW Ims a4mu TM,RAMM FR4ME AWANNTION 70 WAUDE r L #VSTAJJA i.m. gaillol WWWWL11 K 34275 Rom Ddw I. AUNNN PCTURE W# P . MW,IMPACT 74 A.1 PE r-T— .I NVAOMI%FL 34217- U�G a - rD 587O5 Pwm 4204 Head,SM and Jamb Anchor Quantitles,into Waved or WIN(Anchor Typea 1.4) min Andw Atmbor 'A" °B" .� Ae DWC*ft swum" Em bed" 30 42 4$ 64 SD 67. mak Amami • #12,15"aw"(Sm mm taw 1376' 1 2 3 4 1 2 3 4 1 2 31411 2 3 4 1 2 a 4 1 2 a 4 1 2 3 4 1 2 3 4 1 #12.ftd,, spa(d6I S0&tM,ttr - .� #12,8tdsorerr Alum.SM18 0.324" 0J2r Jeaftl 3 4 8 4 3 413 4 4 314 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 5 #42•Bted semw �A38 Bud MAW p,� 112 2 2 3 3 3 3 4 9 4 316 4' 8 4 8 8 al 8 8 6 8 8 6 8 8 7 6 1 6 OK Steel se»abir 8.Pine 8.$8G 1.376' 46 $ 4 8 4 $ 6 6 $15 8 5 8 6 SIG 6 6 8 6 8 6 a 6 6 8 8 8 2 Be14&W elmagr R a.$tad,of D.3W .048' 2 2 2 3 3 3 3 4 3 4 3 $ $ 4 5 8 6 8 .8 8 7 8 8 8 7 8 1 7 8 7 i!14,8tad aamela(tom AgNn.808318 0381` 0 426 8 8 a ale 8 6 8 8 6 8 7 8 6 8 7 8 7 8 7 of? 8 7 $ 7 8 7 8 A388ted 0.381" 0126' OD im-6 Heamm 2 2 2 2 3 3 3 3 4 3 4 3 6 5 4 $ $ 8 8 8 8 7 8 7 8 7 8 8 7 8 7 3 1/k LeaCCa 8.Ph* 1° 1.316' 87.878 JOR6 Ole 7 817 8 716 7 0 7 8 7 8 7 7 7 8 7 7 7 8 7 8 7 8 FT 7 8 7 14 41088 cmftFw 4° 1378" I HUM 212 2 2 3 3 $13 4 3 4 3 8 $ 4 6 8 $ 8 8 8 7 6 7 8 7 8 8 7 8 7 4 &18 8�1 lam► 8.PHs 1.28 1.578° 72 Jamb 8 8 8 8 7 8 81-5 7 7 $ 7 7 8 7 7 7 9 7 8 7 9 7 8 7 9 7 P;dl8i8 212 2 2 3 3 313 4 3 41316 6 4 6 6 815 8 617 8 716 7101 Jamb 7 7 8 7 8 7 617 a 7 81718 a 8 8 8 Ole a 8 a 8 8 8 9 $ HeadIM 2 2 2 2 3 9 313. 4 3 4 3 5 0 4 8 a a 8 6 7 a 716171$1 84 7 7 8 7 8 7 917 8 8 9 $ 8 9 8 8 $ 8 8 a 10 8 H 2 2 2 2 3 3 3 3 4 3 4 3 8 5 4 $ 8 6 5 8 '8 7 8 a JM* 7 7 8 7 $• 7 9 7 8 8 9 8 8 9 8 8 8 10 $ $• a 10 a IS 85.3 He09M 21g 912 3 3 3 3 4 3 4 3 8 6 4 8 SIG 8 7 8 8 8 1D 8 9 $ 10 $ e 9 m 9 a B 10 9 9 11 9 2 3 3 5 4 3 4 3 4 8 6 8 8 8 140.7 Jamb 919 12 9 1019 12 6 10 12 10 10 12 m Hea�891 212 2 2 3 3 3 3 4 3 4 3 8 4 6 4 Jamltb 10 10 13 10 11 10 13 m 11 11 13 111 *W1ft and NOW curr1e"fti18 may be HepM 2 2 2 2 3 3 3 3 4 3 4 3 reversedt0 locate anchor quandtles on the In Jamey 91 11 13 11 92 11 13 11 12 12 13 14 mustah0 be reversed so dW the kmger fl9adl88 2 2 2 2 3 3 3 3 4 3 4 3 A''k °9" DHdENSIQIiS MAY OR dl Jm* 12 12 18 12 13 12 16 12 tnet161otgetatie rrrtatarchws HORIZONTALLY AS SHOWN. HemM 2 2 2 2 3 3 3 3 �..-DIM.-..{ Nrow t�laarda -NO ES, =No 1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145"NOR CAN THE WINDOW AREA EXCEED 32FT4. 2. FOR SIZES NOT SHOWN. ROUND UE TO THE NEXT AVAILA$LE WIDTH OR !EIGHT DIMENSION. �---"B°DIM.—�� 3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TAME ABOVE WINCH THE OVERALL �� i 1 t J WIDTH AND HEIGHT DIMENSIONS CfltdI�.ETELY FIT WITHIN. T `�� y 1.Yi4N df 4. THE WINDOWS WIDTH AND HEIGHT(DIMENSIONS A"AND "n MAY BE REVERSED TO OBTAIN A MORE ACCURATE DIM. �� CENSF'•;"P��i� RESULT FROM 714E TABLE (SEE FIGURE. THIS SHEEN'). Ift S. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. J.J. '10/ J 1 0 KO OWiGE INNS SWT °aim° :p:�.#A =�W` d.TC 3 r ro wM&MLOWERM °� FL 278 AMCWMGEa WQDD$M7RA7 `S xx. 4 4 9 NVEW S►�ET p o.tX71t t52a ALUMMtl1MP1CTURE W MDD�IMPACT //r'tO1NAl. ,`�• 7P.JL V PIS,rt 34274 NT8 6 a 8 42884 D 16Ji A557 F.E. Head.SIR and Jamb Anchor Wuanfl w Into Masonry(Anchor Types b y} AfKW °A°or°8'oftensl n(In) 71WO 24 1 30 1% 1 14 48 I b4 so 1 07.Wo Anaw kft I hft ft AnahwDOWWon Substrate Edge I Embel- A 5 8 7 5 e 7 6 0 7 6 8 7 6 8 T 5 $ 7 5 8 7 8 8 7 Ofetwel met b 1/4 Sw Ultnmon 'Hollow Wodt 1" 1.26° Jamb 4 3 3 4 4 3 4 4 31414 3 4 4 3 4 4 3 4 4 3 4 4 3 HeelUSfll 2 2 2 3 3 3 4 4 3 b 8 4 8 $ d 8 $ 6 8 8 8 7 7 6 8 1fA"MO ti$Cr�eF�t t av Blink 11 1Ab' Jamb 5 4 4 b b 4 6 6 4 S. 6 6 6 5 6 8 6 6 8 5 6 6 6 5 1!4'41088 0 3'�Conwete 1' 4° 48 SN$'t#ael laOat Hollow 8to� 1.883_ 1.�' 2 3 3 3 4 4 3@ 6 4 6 6 b ? 8 8 7 8 8 8 7 7 7 Vj' In B b 6 8 6 6 6 6 5 7 8 6 ? 6 8 7 8 6 7 8 S 7 8 6 HOSM 2 2 2 3 3 3 4 43 8 6 4 6 6 6 7 8 6 7 6 6 6 7 7 $7.875 Jamb 7 0181718 6 7 7 8. 8 7 7 8 7,7,8,7 7 817 71816,7 11eadT8fb 2 2 2 3 3 3 4 4 3 6 6 4 6 $ 6 7 8 8 7 6 6 8 8 7 72 Jamb 8 681817 8 8 7 6 8 7 7 9 7 71917 7 9 $ 7 _ it 2 2 21313 3 4 4 3 8 6 4 6 8 Bills 8 7 8 6 JW& 8 7 7 8 7 7 8 8 7 8 8 8 9 $ 8 @ 8 8 8 6 8 7&8 lieadT:tE 2 2 2 3 3 3 4 4 -3 -6 6 A 8 5 8 7 8 6 7 6 8 84 Jamb 9 7 7 9 8 71918 7 8 8 $ 10 8 8 10 8 $ ° 1 TT 2 9 3 3 4 4 3 6 6 4 6 B 8 7 8 9 Jamb 9 7 7 9 6 7 9 8 7 9 8 6 10 $ 8 to 8 8 b 8IL3 Flaat88E 2 2 2 3 3 3 4 4 3 6 6 4181515 7 6 5 so Jsm b 10 gig 40 9 6 10 9 a 10 9 9 11 9 9 Haadr$a 2 212 3 3 3 4 4 3 5 8 4 8 5 5 1097 Jamb f2 919 12 10 $ 12 10 9 12 10 10 H Jamb 2 212 3 9 3 4 4 3 6 5 4 +W and Hight dhnanslons may 120 .lamb 18 10 43 11 10 13 4 11 3 10 be reversed to hxmteanchor FIt 2 2 2 3 3 $4 A 3 Jmnb 13 11 11 13 12 11 13 12 11 on the table.if so,the 1 Head/StH and Jamb roams must"also HeadJSiAI 2 2 2 3 3 3 4 4 3 be remised so that the gym' E & °B°ORIENTED ENS�NS MAY Jamb 18 12 12 16 13 12 ��d1 BE IZONTALL VERTICALLY OR 146 ��n1�t8nC#IOrB. HORIZONTALLY AS SHOWN. HWHIM 2 2 2 3 3 3 �. *N' +.i ae cvi&8mr{ottt� NOTES: 1. ANY ONE SIDE CWWT BE MORE THAN 145'&M HAVE AN AREA OF MORE 71WI 32FT2. 2. FOR SIZES NOT SHOWN. ROUND ME TO THE NEXT AWASLE WIDTH OR HEIGHT DIMENSION. '9' DIM.--—+� `\ 3. FOR ARCHTTECTURAL WINDOWS.FBID THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OYERALL N 'Sp �. I WID1H AND Hf]GHT DIMEN�ONS COMPLETELY FIT WITHIN. 4. THE WINDOWS WIDTH AND tilt W(DIMENSIONS °A°AND'B°) MAY BE REVERSED TO OBTAIN A MORE ACCURATE OIM. : 1AOE► 8°'`��``•P �. RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET). j *% !_ *' No.58703 5. OIFFERENT ANCHORS MAY 13E CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE. tong J.J. JD'H1 rr D NO CHANt7E 7745 SHEET ° ' '% 07o recHNOlasr ANCHORAGE QAiRYSUBSTRATE '�`` . �tortwp,, ✓.T� 3 31/10 C N. E,FL 34278 T� �s • o 4 4 07 8 A SHEET PA.8Q%1828 ALUMMMPlt�WREMW01V N1�ACT FA 77t4�9 NOKDIaS FL 9427a P*7af p 8 42684 �i} 2.784° 094' .970' 34s'4 �+- _T t7l .974° 1141 2.500" P7 As2' JL16" LAMI GLASS ff D -1/16" LAMI I.G._LASS SED 1N�FASTENER COME .062° R O DWGL: 60 3-5 tt MAT'L: 6063-T5 i3 MAT'L: 6063-T5 .077° DWG NO. 4254 DWG NO. 4224 4.425' lT@A9 DWQ 0 PART 8 OMFOPTKNd 9 4266A NO Irtegral tin tome,head,sB&Jarrb INTEGRAL FIN FRAM 2 4253 84258 F7an8ed tone alb&jamb �t MAT'L 6063-T5 7 1155 781PDX #8 x 1 glad PM SMS dshftas steal DWG NO. 4256A a -4 Scimes, �Slumwyknwwjoftqqfttor 10 4255 e4266 7116 WW glass bead 11 4284 64254 4-1118 land LQ Pu bead ` 12 1224 87P247 dhryl Ptok) 13 4224 inststmthm fastener cow 14 om Coning=glazing seataM or egL"S t 18 Down Coming 496 s111=m structural aslant,black 1.67$' 7118"toad glass 3118"snnsaled-.090 DuPont BubwAo or 17 Sefiex KeepSeb Maximum PVB bow-3118"heat 11118"laml La glass:3118"heat ebwVhwed ouUNW- .os2°-•►{ 98 7116'shoace-3118"wMeew-.090 Dupomd ButacRe or }•- 2.784" Sa1ex KeepSab Maximum PVB icdeftw-Wier hwd FLANG FRAME O MAT'L: 6063-T5 tx>mer key t DWG NO. 4253 7418"load glow 3198"heat aftengtherod-.0:0 t7tffloltt 1`'t 1�• 21 8utacite or SaWsx KeepSafe Maximum PVB kdoWer- 18"had strangliuvied 1-9118"land LQ,giaw 3118"ttst stwoh outbid- 7/18"slr"We-3118°heat sftVtorW-.M Wont BuWlte or Saft Ke"Sole Maximum PM Wft fter•- 3116"lmat stramuterw �r: PSo.Ss98s Q d.� ro is r! a nro o nos rte°' : 4V: E)sTRt1S m FRomw&PARTS UST .'0: 2424E �R 3! 10 C N.YEN=,ft 3427$ nga s�s • ..... ... `�. P.O.9Qt: is" A L"Ni/It9P/ nMW*XCW�lJAWT '�AS10JNi91A11d•�1�. FJL 7lt4 w , NOKObAS.FL 34274 IYTS 8 a 8 428$41 D a s a 72. M1�NI 1&(AM DADS{AUNTY PRQDIIG'1'Ca MOL SICnON DE1'AItTM)tNT OF P)ri17°TDVG,U4 VAtONMEr1T,AND REGUl1 TORY 11845 SW 26 Strom itoom 2Q8 AFFAIRS MMA) MhML Rod&33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(785}315-2590 F CW 315.2599 NOTICE OF A,CCMANCE (KOA;) � PM 1070Tedamb►Drwe, Nakamkh n 3a7s Sca►r�: i This NOA is being issued under the applicable rules and reguW Rim govente tisre of conshuclion materials.The submitted has been reviewed and accepted M>ia (i��_Coimty PMU Product trontnztl Section m be d in Miami Dade County and other : Ilctweii b�'thq Authority Having Jurisdiction(AHD. This NOA shall not be valid after expiration daft _ r6ai,Dadei P Product Cow motion(In Miami County)and/or the AHJ(im ' ', - j D*Cowny)reserve the right to have this product or material tested fibir t�and or the maftial Atal fails to pwfi m in the accepted manner,the manufacturer will i the of me ; may immediately revoke,modify,or suspend the use of such ct 43r l wtheir jurisdiction. PERA reserves the right to revoke this acceptance6 N R is determined by Min County Product Control Section that this product or material fails to meet the requirements ofthe to builrng code. This product is approved as described herein,and has been to comply with the Florida Building Code,including the High velocity Hurries Zone. D19CRUYINON:Serfs 9W45r oaf Ahnulaum Fri Door WF aelftes-- APPROVAL DOCiIA+IENT:Drawing No$0e-it,tww"A sm.French Dow&side Ises,Impact", sheets I through 12 of 12,dated 12/23M,with revision E dated 10/12/11,prepared by manufacturer,signed and seated by Amy Lyme Miller,PY,bearing the Muni-Daft County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miamni43ade County Product Control Section. MMSHX 1I11wACT RATING:Large and small Misuse inn pact Resstant LABELING:Each unit shall bear a permanent label with the mattaflicturees name or logo,city,state, model/series,and following statement"Mi niWade County INoduct Control Approved" unless otherwise noted herein. RMEWAL of this MA shall be considered auger a renewal application has been filed and there has beam no change in the applicable building code nay affecting tine perfb maaee ofthis product. I'MNMWATWN of ft NOA will occur afto the exgration date or Wthere has been a aevislon or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an andorsernent of any product,far.ales,advertising or any other purposes shall automatically terminate ft NOA.Failure to comply with any section of this NOA shall be cause for on and nenaov+al of NOA. "'MTI NTt Tlm NOA nunbar preceded by the! words Miami-Beals County, Florida, and followed by the wMimdw date may be displayed in adv g lithe. V any portion of dw NOA is displeyed,then it shall be done in its i ! 1NSPWn0N:A copy of this entire NOA shall be provided to the user by dic manuflicturer or its I. . . ufars and shall be available for inspection at tlw job site at the request ofthe BuDdin' g Official. This NOA revises NOA#W102&10 and consists ofthis p 1 and evidence pages E-1,E-2,and E-3,as well as approval document mentioned above. The submitted dcuumenrtation was reviewer) P �.1�. by Martel N 1- i ©A N®1 1013,24 Expiration Data"Febnmq 24,2015 Approval Daft November 24.2011 ftge I i ' I MT—10-dudAM AC D i A. DRAWINGS 1. Manufacturer's die drawings and sections L Drawing No.9000-11,titled"Alum.French Door.&Side Lites,Impact",sheets I through 12 of 12,dated 12123/04,with * 'on 9 dated 10/12/11,prepared by manufacturer,signed.and.sealed by And Lynn Miller,P.E. IL TESTS L Test reports-on: 1)Air Infiltration Test, 2)Uniform Static Air Pressure Test, 3)Water Resistance'Pest, 4)Forced Entry Test,per SFBC 3803.2(b) along with marked-up drawings and'installi tion diagram of an aluminum sliding glass door using a low sill threshold,glued with /18»laminated glass,prepared by Fenestradon Testing Laboratory,Inc.,Teat No.F11-5941,dated-05fMO9, signed and sealed by Julio E.Gonzalez,P (Submitted=*der NOA#09-102&10) 2. Test reports on: 1)Air Infiltration Test,per; ,TAS 202-94 2)Uniform Static.Air Price Test,Loading Per FBC TAS 202-94 3)Water Resistance Test,p6er FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94, 5)Cyclic Wind Loading per FBC,TAS 203-94 b)Forced Entry Test,Per F.l)C 24113.2.1 and TAS 202-94 along with marked-app drawings and installat,'on diagram,of aluminum doors of OXXO configuration,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. (Submitted wade rNOA#09-18.Z#J0) 3. Test reports on: 1)UWoma Static Air PMOM Test,per FBC,TAS 202-94 2)Large Agile Impact T an per FBC,TAS 201-94 3)Cyclic Wind Pressure ' per FBC,TAS 203-94 4)Forced Entry Test,per FBC 24113.2.1 and TAS 202-94 along with marked-up drawings and installe,tion diagram of aluminum doom of OXX.X configuration,prepared by Ftion Tetmg Laboratory,Test Reports No. 45 signed seal b Edmundo P.E. Iii.-452'l dates tiZll(1! and La+ p'ada, s Y (SubmAW=derNOA#05-0419.03) 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Press me Test,per FBC,TAS 202-94 3)Water Resistance T:;C1' BC,TAS 202-94 4)Forced En�y Test, 24113.2.1 and TAS 202-94 along with marked-up drawings and on diagram of aluminum doors of OXXO configuration,Wgxred by Fenestration Te.,ting Laboratory,Teat Reports No. FTL-4528,dated 02/14/45,signed and seal:d by P.E. (Submitted water NOA#85-#429.83) Px Prodeet Cba finer NOA No 114013.24 Expirsdan Dote:February a4,2010 A.pprovat Date: November 2462011 �-1 t f 1 c hAUWM ' QEAC EIeT S M MM—D B. TESTS(coN'Ivvl=) S. Test MTods on: 1)Large Missile Impact Te per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and' 'on dhVam of aluminum doors of XXXO configuration,prepared by Fenestration Tes** g Laboratory,Test Reports No. F M 4529,dpi 02114105,signed and seal by Edmundo I.argespada,P.E. (Sarbm&ed underNOA#03-1419.03) j b. Test reports on: 1)Large Mis�le Imp�t T per FBC,TAS 201-94 2)Cyclic Wind Pressure k P�FBC,TAS 203 94 along with marked-up cgs a stall iagram of aluminur<n outswing French door,Prepared by Fen lion Laboratory,Test Reports No. F TL 45301,dated 02114105,signed and=by Edmund Largaespaada,P.E. (Subrnftd under NOA#05-0419-13) 1 7. Test reports on: 1)Large Missile ImEiwtall T per FBC,TAS 201-94 2)Cyclic Wind Pres ' g per FBC,TAS 203-94 along with marked-up drawings and `on diagram of aluminum outswing French door,prepared by Fe ion T ' g Laboratory,Test Reports No. F M-4311,dated 09/01/04,signed and scal by Edmundo Largaespada,P.E. (Submftd under NOA#054103.03) & Test reports on: 1)Uniform Stntic Air Prew,�re Tom,per FBC,TAS 202-94 2)Large Missile Impact T per FBC,TAS 201-94 3)Cyclic Wind Pressure per FBC,TAS 203-94 along with marked-up drawings and installation diagram of alumimwn outswing French fir,prepared by Fenestration Tag Laboratory,Test Reports No. FTC,-4312,dated 09/13/04,signed and semi by Edmuado Lergaespada-P.E. (SWntlNed under NOA #05-0103.03) 9 Test reports on: 1)Air Infiltration Test,per�BC,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 24113.2.1 and TAS 20294 along with marked-up drawings and insteps m diagram of aluminum ouwdog French door,prepared by Fenton Testing Laboratory,Test Reports No F TL,4315,dated 09/13/04,signed and by Edmundo I,an pads,P.E. (Subs ruiner NOA#0"103.03) ptillimim Paw,PX Numbw A Na 11 1413.74 I E:pireBan Date:February 24,2015 E-2 Approval Date: November 74,7011 I r { PST NOTI CE CB: Cl; C. CALCULATIONS I. Andhor verification miculitib ns and structu ral analysis,complying with FBC 2007, dated 10/01/09,Prepared,signed and sealed by Rout L.Clark,PA updated to the FBC 2010 on 10/11/11,signed and sealed by A.Lydn Miller,P.E. 2. ' G abg complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miismi Dade Department of Permitting,EnN itonment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS' 1. Notice ofAcceptance No.10-0922.09 to LL DuPont DeNemoun&Co.,Inc. for their"DuPont Butw d"PVB, er"dam 12/24/10,expiring on 12111/11. 2. Notice of Acceptance No.09-0223.05-to sohda,Inc.for their"%,flex Mulh- layer Ghs>s Dyer"dated 04/0}8/09,expumg on 04/08/14. 3. Notice of Acceptance No.08-1224.04 to Solutia,Inc.for their-Saflex Compoakes Glass Interlayer with PET Core"dated 02/25/09,expiring on 12111/13. F. STATEMENTS j I. Statement letter dated.10107/11,Successor add the another engineces work Per FAR 61015-27-001,signed& by A.Lynn Adler,P.E. 2. Statement letter of conformance with the FF C-2607 and FBC2010,prepared by 'dated 10/11/11,signed&sealed by A.Lynn Miller,P.E. 3. Statement of"No financial ink',ptepmed by manufacturer,dated 10111/11, signed&sealed by A.Lynn Miller,P.E. 4. Letter of lab comply,part of the above test reports. S. Proposail No.08-1891 issued by BCCO.dated 1'anuary 26,20209,signed by Ishaq Chanda,P.E. G. OTHER 1. Notice of Acceptance No.091028.10,issa d to POT Industries for their Series-M 750"Outswing Ahraiman French Door w/Sidelites—L.J.,moved on M 0/10 and expiring on 02/24/15. Pred i !F�u� lYo 11-1U13.Z4 Exi►iiatoa Data February 24,2015 Approval Daft November 24,2011 E-3 NOLAORSAFISVI(EEPSWMAXIMIAL UTSWING IMPACT FRENCH DOOR(S)AND SiDE UTE(S) 1 . A froMStwm of��) OF 3H8'APN I4LED GLASS AND(I)UM Of sne'NI�Ar STfEMC3TtEM c;LA881NITH AN.M PVB IMTT t1AYER OF ttUPONrT B.71WLM CONS16rIM@ OF(2)UTEG OF 3118'MEATSTRMTMM t TAW WM4AN.M P O WERLAYLROF MIPONTBUYACM OR WO" a MrLUM CONSISTING OF(1)UTE OP SWANNIEALEDGLASiSAND(9)UM OF3118'HEAT SnWMnftW GUM VWHAN.W5 VANCEVA INTBRLAW R D.TAIr LO CONSWM OF M Ln=OF SAWN FAT 87FOMi O:MEG t8,MWITHAN ZffiVANCEVAINTERLAYER. NOA DRAWING MAP L? "LAMi LM C STIM CF(1)LJTE OF 3"WTE11PENED GLASS OUi'SIM WAIR SPAb9AN D(1)7118'LAN G LASS ASSEMBLY Rem(3fWA."PV0,3hW H$). TOM OHM P.TW LAMM IS,C ON8ISi1NG OP ML IM OF SMS'TE1IPEIED eLASSOUTSM U4'AIRSPACE AND(1)?118"LAM I MASS Y 1ti8�L:(3118'L „490•PVB,3118 183 GENSIAL NOTES....._...,.1 Q.-Y& WNSts M OF(1)LPTE OF 311VTOMM Q ASB OUTBlaE IW AIR SPADE ANO(1)?1tV LAN GLA88ASSEMSLY O+i M QLAZWQ ALS---2 WW k075 VANCEVA,3H8'H% DOM PRESSUIlEB.„„.3 ELEVAIMS.......,...«.. -4 H CX1NS18TdNG OF(1)LITE OF 3118"eMPEWD GLASS OUT8LL'E.VC AEL SPACOAND(1)?HS'LAN CSLASS ASSeMBLY WIDE ym.SEC TION8......„..«.6 VANC3rVA.3H6"f f} 14mm 8HCTTONiS....A_»8 PARISLIBT...,...,_....„.T 2.DESIGN PRESSUREW TALNA 1.SHEET 3. EXTRUSKINS...».. A.NEBA'TNE DESIGN WADS BASED ONTOSIM Pi ESWOAND GLASS TABLES ASTM 61300.02. ANCeN10RAGE «.„«n. 10.1 - CMH WATERTEBTPRESIUIigANDGLA88 TABLESA8114AE190tf-02. & �2+ i i 2 i8 WTi�M TrIE NARROWJM OR FULLJAMO SVE UTE. j ANY rNOAWAC ENT LI,C UN 11 8E T 6� I RS ORA DOW BOTH LISINS EITHER THE STAND WOW THE LOW-RISE ELL THE FRENCH DOOR ASSEMBLY SEAM 18 1 70 ASSEMBLE AND tore a OUNITSTOMAKEWBASOVISCONFISLIRATIONS. 4.�CHORACLE;THE 3316 STtgSS 1U48 NOT BEEN USED MtrNE pAt t?Fs'i'�g DUCT.F�L ANC�IORAOE REQUMTB��@TS8't1�tU 19. 1�3 6.8HWIERSARE NCI7'ARQUIRM 8.SEALANT:INSTALLATION ATIONI SCX E'ft FRAME AND PANTO.COMM SEALED WM CLEAR COLORED SEALANT.VE RTICALASS .Y BEAM SEAMS SEALED ON THE INTERIOR AND EiCTORIOR WITH CONTRAOMRS BPAIANT. 7 RUWWC *.TEST' :FTL-4311,fTL-012,FTL•4316,F1L4W.P1L .FTC•46.M 4=.FnAMI ANDMAS”. [� ANGVAF&PAND8—B FOR WOOD CONSrXJCTION ADMOINALt MWUM DESIGN MANUAL &INNS PRMICT HAS SEEN DESIGNED B TESTEDTO COMELYWLTH TNTREOUDM ENTS OF THE FLORIDASU8.DING CODE,INCLUDING THE HKW VBGOiY �HURRCAW ZONE(NH4 �[4 ", %* tu SNOW am 8tm�arimae�am traatat %'d to pisdF a: c �atnre ptaoroRm l$EIVER/4tI�TES`ANDDRAYYMMAP T1011t �i rt` FLG1��•'�3�� m DOW W6 NMI I r ALUM ROM DOOR&SIDE WPACT Aai IONN E. F t»T. 1 +!? 8000-19 E FL P E Ntgg788 TH6`NOM. MV NOM. 3WA1EAMOR HEATSTRENGTFENED GLASS 3M8"ANNEAMD OR HEAT STRENGTH EM GLASS W DUPONT BUTANE OR SAFUM4 EBMMM 078`VANCEVA N�IiERI AYER N1ir HEAT PV9 Nt mENER 31lr WAT STRENGTHENED GLASS 3116'HEAT BTRENGT�DQH•ASS 91 OR 92 93 94 10 109 1 90 1 1 fir GLASS 1� BW GLASS errE HMO so= INTERIOR GLAZING DETAIL wnmmocm GLAZING DETAIL ° 7/18"LANAI GLASS W/PVB INTERLAYER 71100 LAMI GLASS W/VANCEVA INTERLAYER 718'NOA1. 7B NN?M Gat" 3N8"TEED GLASS 9116"TEMPEAED GLASS ,dep.ie►r. AIRSPAM ARSPAM 91W ANNEALED ORMEAT WWANNEALEDOR f&AT STRIMMMEDGLASS STFeNMENED GLASS . VOUPMTWYA=ORSAlUW aTSVaNlsz:vaINTERLAYfBt KESP 4M JM PW WERNAI�ER 3W WAT STREN@THEM GLASS 3"W FAT STRP.HIGTmEm GLASS 1 9b DR 90 1 97 OR 98 1 90 1 oo 1 "KM 1 SVGLASS 1tN GLAZING DETAIL S M= GLAZING DETAIL 6470 ir; tso. 718"LAMI I.G.GLASS Wl PVB INTERLAYER 718"LANAI I.G.GLASS W/VANCEVA INTERLAYER maw &44.fro va elaemimaaa C3G4ZMIODFIAILS "", ;•..Ftoati ,• now mmtmm msmmer as . ALLM.FREAICH DOOR&sm IMPACT "'fl A910N) ;,,�` F LT. °`tism7+ s • fs BDOA•at E A.L4W P& Table 1.Mexllran Design ARawed Heiphttint p Cm"WaGon Width{in) Oka 07 Typs »314"(85 83 3W 87 3W 9131C 95 3fr 415 L -7- - -- L X 3T +70.0 49X0 +70.0 4)00 +700 40.0 +70.0 4M>.0 70.0 4100 Fmnch C,Gt +1im.0 1040 +1040 400.0 +1040 4MO +1040 1040 +100.0 400.0 Tto>uat s E A, +70.0 -840 +70.4 -80.0 OMO -f.O +700 -840 + 0 -ftO (PART to SHWO OF 12),T+M ?41 71 314" ( C.Q +1040 4040 +100.4 400.0 OKO 4MO +100.0 -1040 +100.0 4 .0 avviwm LO N Pm DAGRAW F NOT,THE� FUR AE +70.0 4MO +70.0 -WO +70.0 -9D0 +70.0- -W0 +700 4gMO POWW(+)a IS Jmnb 3017Mir LMffWTO+6U P8FFOA All.WYLM CA +100.0 -100.0 +100.0 100.0 +100.0 100,0 +1000 -100.01+100.0 100.0 AND SIBS OF THEOM AND M Y AOXMM SIDH.CfEB(W M4941) 30 11M CA +100.0 44.0 +100.0 400.0 000.0 400.0 +100.0 -100.0 +100.0 400.0 3311118" C.G +1000 -1044 +10CL0 400.0 +1000 -140.0 +100.0 -1000 +97.4 •97.4 Jxnb A,B,E,F +70.0 -800 +70.0 41MO +7010 -80.0 +70.0 40.0 +70.0 41M0 wrrasvurrn 361118" CA +1000 4040 +K9 419.9 +055.3 45.3 +91.4 -91.4 +87.9 •87.9 ► D.H +1000 400.0 +1000 -1000 +100.0 -100.0 +100.0 400.0 +1040 -1000 Tsbte 1e.Glow TWO&and Test&940 N ffrd • 1 MMMWAwU (31t8'918,.090 PVB, nFTnLw*li.43iZ 1,C-7M8"LA111I1(3118"A,.075 VANCEVA,3118'70 46 4 U•TM8"LAAB(3118"HS078 VANCEVA.3lt1t'HSj UPGRADE F ,40A E-7/'LAAM LG.(3MBR,114"AIR SPACE,3116"A,.080 PVB,3/18'70 ,4312.431 F-718`LAME M(3f T.V4'A9t SPACE.311WH8,.090 PVB,3P18"HS) UPGR1,4312,431 G-718"LAW LG.t3/18"T,114"AIR SPACE,3M8"A,.076 VANCEVA,3M8°HS) F %46M 45W H•718"LAMI IG. 1E"T,1140 AIR SPACE,3118°FI8.076 VANCEVA.311 UPtAliADE F ,4829 [--- __I_.". 4�q S'h r Np,98705 „r am�ao uaaax�arom�r Pff *ULU FW MQ4 DOOR 8 SIDE UTE.S /MPAtST ''v S10NA4��•� F 19RSW T FOfbD AIrS 9 +to0•fl E FLP.Ejmm P.n. som#74 Id 3 tt a• 4 SW a�arcTa '1? N `�,• JVNO/,&4 JDVC" S3Ln 3CHS lP wO 1��t w a� '0 d �ssoa s % Qj'''' SNG YA37337 AIM u es SN=38 WANozrd Hmt atw S! me X38 � } It H£1r OWU GSLS"338 e�ueiIW OW rds COt89'4N ';c 'MOMMA BWVP Tlrw vO WW AA02WM LMU 8 313 NY'J gaM t (Nm TvW O X NMI TV )0( .en et a+a� at�ws am Im SiaNtt .9tlE A "Lam%"�t61L--�►� 11V07d Hla1M 9Nii Ht�M'XVOgi �•� AM&st Mtge H�fi XVW .48 990-15 NOIMA W.M OWAOHS)oxxo om ox No Xo i i H:taGY17MN.9?Bg�t '^�"� l.-H'LCHM'XMM9#tt------+� �..---H1�IM]fViN.91JEtu 4 �■G w O � � ;❑ „• � � �.- Y - t °.113 � - ... i r r , r r • UTI. JIL SIN r r r r ' • �,,, ,1 3"MIN HF.I�& 91" 3'fi1NV HBAO&SAJ. 11" ( ,WAR --T T CLUSM 10.87, -) ') ,0871" MAX MAX a HT. QTY. �• 31r. QTY. 05 314'-(8) oa -i eBY `'j' x'- 134 314•-(&1 B13HC'-da) f 64 844 -m (2)EL1 (a)&d3k'-ta) 83314°-(8) 83314°-(7) 873/4'-(8) SP.TYA 8P TYP. 87314'-m 783/4'•(81 78314'-M &931�C'-(s) �` -"� 83314" w 1 1,• 7o314°-(6) ,1 793W-(t) 1i. } �, AIL 6 { �� } & ®DETAIL DD(WOOD} --=— x �PANEL)' YM MOLE PANEL) (2 OR MORE PALLS) (2 OR MORE PAID} ANCHOR TYPES -___ _-_lJdCiiUl 'IYPFS;-___ _ a>=scar _-_ TfYPES: -- — -- -------2 R $ 10 2 Anus 2 4R 8 ANCHORAGE SPACING REQUI EM: u=TIOw w Mega 1.OETAR.BAAK09 ABOV RvW_86NT A1aiORI 4 OF SMEX DOOR%OR INDIVIDUAI.ME UM Op ANELS=W Plo.I.OtNARRON1ItiDTH dA14M t*TAiI..S CAIYDO A90 FWRESS TANCtMM OFANY MDMI OF DOUKe xx 000R%s Nt4LE X 000ns.NARROW MW CR pAJ. =E UTE PAi+i"FOR A.T�LE�AI 1. INSTALLATIONS OR MORE PANELS.UNLESS OT} BfATEO. OF DETAILS A THROUGH D ARE MAXKM 2.ANCHORrmm,1-114'ELOo ULTRACON 2 7/4'6140884 CRU94 J3X 3-012 STM SGI W(G8) A CONCRETE SUBSTRATE USE TYPE 1 AT 4 38'MIPL EMOMMENTaRrmgAT I 3r4,mWEMqW. 13W Mkt.EMDWANM FORWM WOQDSUSTRATE-USE TYPE 2ORTYPE3AT13firNM EMgEDMff. 3 :(PIETAS.A,ATE SUBSTRATE,DETA&.8,WOODSUBSTRATEI MDAND SILL.—V MAX FROM FRAME CORI0B. JAM SS..».»».......»»74°MAX.FROM FRAME COIN).,4&W MAX O.C.ATE SUBSTRATE METAILA)AND 10.874'MAC D.C.WOODSUBSTRATE(DETAL B), 4.TWO OR MORE PANEL GONFK3URAT :(DETAIL C,CONCRETE SUBSTRATE) HEADAND SILt...».8"MAX FROM FRAME CORNERS,ANDAT30 AND S'MAX.ON EACH SIDE OFASSEMY NAM AND=AVMQ&L=raW(CLUSTER OF4 JAMBS-»14'MAX.FROM FRAMEComeR8 AND mew MAX O.C. 8.'Mll?ORMORE PANEL Q9H5GUR rQN8;(DETA&M WOAD SUSSTmkM i►t 1 t t tt ®34ER0 AND SILL...».8"MAIL FROM FRAME CORNER&,AND AT 3'.8'.8'AND 12'MAX.ON EACH WE OF ASSEMBLY BEAM AND=ASTRAGAL LOCATIONS(CId.18TER OF$j PLUS ENCIROLM ANCHORS OUTSIDE CUlSTERB, ONLY PANEL WIOTHB 0M 27 314'. ; $` »»...41°MAX.FROM FRAME CQMWM AND 10.871"MWX.D.C. a Gott 1m •� SAW ot't A AC�ORACNVQ pp, S*SWANK-eea�ao zwwarmv�ts¢marr P R AUK R18NCHOOOR 3Il7E& �.�WPACT n Lri+�4�'dP s 1 tau w t-7 R74� 1/4 10 a 12 600&-99 E FL P.F_#S 08 a a ExmRioR INTERIOR KLSUSECfioms> 84 84 ANCHM ;, woomo A , 'MAX ® 80 UVWX S.SHEEsT11 �ROtfl t' SUN=S� A SEE Mmm 9t�ET11 NMS. B.OHM 19 ® +i •' {•:, •:;�.9 T�1 e'4f"•.+w� ::«3:x',••+3• e'• ( , F''t �ENOTEt : a,.:� :,'�°a� '34"KM ,; t3�'' y_ 1 • __ ilim •{ } .. �7t 2 .'•1 •�1,P %��. n �l .l� l7` W� iM/W •Wt+G(W—..amw TYPICAL DOOR SILL OPTIONAL DOOM TYPICAL DOOR SILL OPTIONAL.DOOR SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) emu. �Doer r►.e► w�» tee,' Aa .. 1!1 + Sm"M1. anN=2, RIOR . , �«.,.{ n ;a .,,, r t I � "I aHM zt A •• P �� comcfam _EMMOR MOM a.4If81WW.y:_ coxclan y� • .A. / @ yM r i i•Ift VA f'�.�"�' SE8 NOiE a,�,.•,''��: a116ET 11 U4"MAX a ----I{•-- inn•MAX.s M--- v*'MAX.SHfM--I 4-- TYPICAL DOOR&SIDE M.LAMS !!!!►►, No.6s�os tm II{!!r i�/ OWES am '. ..$ttl- MNlWOFdo0!'0101e AN�QRAAI<.� '4 FCpp ��`�C i awuem�t�m+� rxo 71M FRMH19WR&am IMPACT A NAX.�E i F tAS:#Ai/ LT. t1 0 14 ' ate r-MWVD-fl E FLP.E./Wo i NIAM . ,_., Ulm . PRODUCTCONTROI;SEII©zN DIIPARTNKXWMNT OP PUMUMMIMMUMUMANDREGMATORY 11803 SW AFFAIR{P>$RAj iMiemi.F1orJ�33173-2474 BOARD AND CODF.ADpAva mTM DIVISION T(78fij 315-2590 F(786j 315-2599 NOTICE OF ACCEPTANCE{LOA) PGrbdustries 1070 Technology Drive, North Venice,n uns 1 ti r SCOPE , This NOA is being issued under,the applicable rules and regulations go�! �' eat f� s ruction .Materials.The documentation submitted hasbeca reviewed and by niD►ade PERA- Product Control Section to be used in Miami Dade County and a alto the Authority Having Jurisdiction cam. This NOA shall not be valid after tiro expiration date stated belov . Vitat» t¢tg� Product Control Section(In Miami Dade County)an&or the"Cm areas other than 1 sde )reserve dw right to have this product or material tested for quality assurance N this la t or material faits to lerfosm in the accepted manner,the manufac Ww will incur clue eacpense of such g and the AM may immediately woke,modify,or suspend the use of such product or m rial within their jurisdiction. PERA reserves the right to revoke tins acxepmnce, if it is detrmine d by Miami-lade County Product Control Section that this product or material fails to meet the regui=eents of the applicable building code. This product is approved as deswt'bed herein,and has been designed to comply with the Florida lkfiling Code,including the Higb Velocity Hunic ane Zane. DuCRIPTIOAN:lid�T"Clipped Extruded Ahnminum Tube MWH=-L.M.L APPROVAL DOCUNM NT:Drawing No.6300JR,titled`hmpac-Resistaut Aluminum Tube Millions, sheets 1 through 22 of 22,pfd by manu&atmw,dated 0&WA 1,signed and waled by Anthony Lynn Miller=P.E.,bearing the Mbmi-Dadc County Product Control Revision stamp with the Notice,of Acceptance number and expiration date by the Miami Dude County Product Control Section. MUSKS IWACT RATING:Large and Small Missile Lnpact Rent LABELING:Each unit d all bear a permanent label with the.11 6 1 - 's name or logo,city,stft modeUserles„and following statement:"Miami-Dade County Product Control Approved",unless otherMse noted herein. RENEWAL of this NOA shall be considered after a renewal application has been ffied and there has been no change in the applicable building c o&negatively affocting the Pace 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,nom,andlor manufacture of the product or proce,Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically ically terminate this MA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISndmT: The NOA number preceded by the words Miu mi•Dade Cmaty, Florida, and followed by the w*sflon elate may be displayed in advertising litre. If any portion of the NOA is displayed,then it shall be done in its entirty. INSPWU014:A copy of ft entire NOA shall be provided to the user,by the manufacturer or its distn'buutm and stall be available for inspection at the job site at the request of the Building Official. This NOA revises MA#10-M9.05 and consists ofthis page 1 and evidence page E-1,as well as approval document mentioned above. The subrniftd documentmtion was reviewed by 1Manuel Perez,P.E. NOA No.1 I-SM01 EaphvMon Date: May 26,2016 Approval Date: December 08,2411 Page 1 PGT inalistdo - NoTICE OF ACCEPTANCE:�vIDENCE sUB�r�n, A. DRAA%q NGS L Mamth ctutzes die drawings and sections. 2. Drawing No.6 NWk titled"Rnpact4tesistant Aluminum Tube Mullions,sheets 1 dwough 22 of 22,prepared by ma aufactu ,dated 08/29/11,signal and seated by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94 2)Untfbim Static Air Pressure Test,Loading per FBC,TAS 202-94 3)hater Resistance Test,per FBC.TAS 202-94 4)IAW Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressm Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diaguan of clipped aluminum mullions,prepared by Fenestration Testing Lab,Inc.,Test Report No FTL 6443 (samples A-1 thru 1-1),dated 02/28-11,and addendum lets dated 05/05/11,all signed and sealeddby Marlin D.Brinson,P.E. (SubmWed mAwpreviowAAOA 01"819." C. CALCULATIONS 1. Anchor verification calculations and,structural analysis,complying with FBC-2007- and FBC-2010,peal by manufacturer,data!09120!11,signed and sealed by Anthony Lynn Miller,P.E. D. QUALITY ASSURANCE 1. Miaw Dade Dement of Permitting,Ewwonment,and Regulatory Affairs(PERA). E. MATERIAL CEnMCATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with the FBC 200?and FBC-2010,and no financial interest,dated June 06,2011,signed and seated by Anthony Lynn Miller,P.E. 2. Prate#10-1070-R issue!by BNC to PCIT Industries,dated 01/07/11,signed by Ishaq I.Chauda,Product Conirol Examiner. G. OTHER 1. Notice of Acceptance No.10-MUS.issued to PGT Industries,for their POT Series Aluninun Clipped Mullion—LlvLI.,approved on 05)26/l l amt xg** on 05/2 16. pfiiii4pere4piL Pro6nct donok Examiner NOA No.11-09=01 RKPhuden Date: May 26,2016 Approval Date: Decmber 08,2011 E-1 mut IPME FOR ALL LOCATI(M FROUIRM WON-WAOr OR LARGE AN08MALL MISSILE IMPAOT•R OMANT PRODUCT$ MULLIONS F` l A•AAJi b m KU Im UK" goommme 1)DUrALS 04OWN ARE FOR THE KWON CN.Y.ANCHORS SHDMARE FWVJ RATMN PRODUCT MSTALLAIM TYPrAMPLICATIONS ARE Of IX OR "MUMAL S)WNENFN*A YOM"MINTHE A9{ALIONTAM^ALWAVS ROUNDUP TOTHENEXT SHM MONTHETABLEW VMS ANCHOR SAMEDWRMUm MATERIALSWUM MYONDWALt DRUNW10OR8TtODD WOOD M=SYOTtMRB,MIG'1' f MANOMOREDPROPERLYTOTRAN SFERLOACBTOTHESTRILY19MANCL SHALLMCOAMORCORROSWRESISTANT ---- RBAOITNF�tSt�BTRAT8MA7ERL4L taU1T188WLLL�PROTEC T�ABREgUBtEtiiOPfNT W RF.FERM M TEST REFORM M440 ELC O ULTRACMAGGRE4 ATOR NCA-W AN WAFSPAlDSFOR WOW COWN=rW; AWLC-ALUkO ILiA DROW MANUAL S)MULLWB AND CfdPB WOMEN DENG H&b&TESTED TO 0OWLYWRHYNERIONFUMMM OF THE FLORMASUI D00 CODE.ANDAREAPPROM FOR WACT AND N014WACTAPPLKW10 IB•MUUMBAREONLY70 BEUEEDWR?1 POT VEDFENEBMTONPATSHAVBNBCL NTAPPROVAIS, 10)MULLIONS ARE IN COMPLWMCHF40RU USE IN THE WAM MULTpLE 11RLdfOMB Ammam 1)DETMW THEMN FOR THE OPM4MUL;IA4"ASOWSTANDARD 9)CHOOSE A MULL=TYPE THAT WSJ.FiTTHE mvm op THE FmwSTRATm PRCLNJCTS FRALffiDEPTH• 3) EPER TO SHIM 22 TOU MAME IF THE WND LOADM IS WWANBUWW lXt 81 FA4M TFM SA61E TAEA.E tL+�f SI STIJ►�ABOdE,FB�IDTf�VAUfE Bit T}IEt�XT C�.IL�} �tPACRY IAiEpAS81 THIS VALU@ R>D+Rr MTS THE WNW"TAD TO THE SUS81RAm BY Tm�AICDMIL4T�[ [�T fOiiTl�f'F! nnu A UUM CAPACITY. ANQiloxc��j� t tuft &I MULLM T-O 2X WOOD sucK OR WOOD FRAMING (OFFSET CLIP$1400" MEuVA m L OVVAY01 SSTAUAD lumn ff rf m a 9ANCHOREMBED11MIffTOOMMATERIA LSK ALL BE SEMOWALLORMINGOR SnPCCC, 2)0JANMOF ANCHORS AND OLLION SM SHOWN AWWARE FORPICTIORIALRIONSWATION ONLY WCAIM THE ANCHOR QVAClff ISSASED PARTLY ON THE ANCHOR TO ANCHORDIUMMM o'� WM==AtMWANDLOCATIONOFANM=LnWoEfWAM.,tMM 707MTABMCNTHE FOUA"*SHELFM FOR DETAU Z, at *% A4).EM40R THE STANDARD OR INTERIOR CLIP MAY BE USED 9)ANCHOR HEAD TYPE MAY BE PANH6W.HEXHSAD OR RMHEAM WOOD BW=ARE OPTIONAL,80 DErAL 06 SHEffr I to, s 6}FOR 1" 010 aCAWS2UlAN"Al*C0WffY USE ONLY MMWMM OMINTV APPROVED EM=ar ASSREEGATORMASONRYANCHORL OF ........... N P.E. R.PJL# MULLIDNDIREC-- YA'fTACHED-ro A9AN ARE rmaaa�reoa�u '•' Lai I)ANCMRMMMMWTO&AU MATERWL SHALL Og BEYM WALL DMMWCRM= 1 I Toli ,7 sl ?I. WTEMCT(ON I Nom !)VAY BE MTAUM fN'THE'OR'CR W MAV BE M�TALLf�HORIZONTALLY VERTICALLY. S)WE t$-"DRAWM=.Bt1Mj8 o F"CORIUMPONDM&VAIM IIMA."ATr*M 4F.D TO STMSTUD (STANDARD CUP SH 1)FOR 2X $A*%ST9EL Wn=.WOW APICNOR VAWEB MAYBE UBEC mewcomewommmWAmmast B}4EET8617.FORQt1 XM'ADFB . ��tt4t111 •Af 9t; �,88TCB A.LYI+�I�ut.eri,p.fs. . ,.•a r i r .�� i,� �� ,�., _ •� � is ,... ,�� f „- ,z., 1 Y� i �; � ��',�� /l///��///,//��i/iii/iiii�/•iii,. Fo TABLE 1A ' MIIMeIS �� I W(d� mumfle)m oft f6ldlmm} a0N so in Tbb NN e6N of t2-b 146N 1a0N yppT 1x2 TO* L+ t4oAep wob2 we�6 wool Goal wool ta0div Lpe04l w�l w4�9 wom Alum T� E t, 1 11 if H 1 11 1 I fill, # 111 111 11 1 111 � Il I,, III 1, 47N 4M9 i ft 74DA 862 9a2 176.6 026 759 im 101.8 02t as m tow 818 0?./ 409 900.0 018 ou w 9099 as 401.0- me so 8" me 909A a" m.0 m 109.0 so taN %8 878 on Sol 812 15a 466 on 87.0 m 4oA m o12 299 91.8 as 87.0 % OTA 812 07.0 244 61s 092 6U 249 258 812 8tA 2a B0A 61Y 070 zt9 60.Gt8N 05a 28'1 70.6 284 88,0 287 61A 7ffi 46A 289 657 M 850 207 611 272 ou 281 a1 220 81.0 261 4" 2N 758 201 4" 078 as 287 450 298 250 26t 49A0 318 86N 819 2W RA 46.9 2? 48A '202 SFA 2W 44A 788 an 007 41.6 180 252 2p' �a 100 II8A w W4 780 21.8 w 06.1 m MA w 851 10.9 /8A W 757 rib 80N 854 2W 41.2 110 020 700 88A 188 2fA 81A 60,0 7as 911-3 = m.1 M 19.2 120 258 " 758 x$ 20 789 mN o51 781 86.8 986 20.0 767 858 1� 78.1 781 750 748 80.? 761 ZLO 746 taa 181 70.91 944 158 769 81.7 t� MIN 258 '186 a9 m mo m II6.t 148 70,8 IN 251 IN 9aA 0 21.0 180 72N 22.2 IN 28,9 128 190 188 t0.8 t18 t0A ttA 110 ' 78N 158 i48, 10.? t09 15T � � 101 faN 7TA 196 rea 784 r, T I LLU A9tatwr TaWa ) ARDAPACRYADJUBTNIENT'FdiSNW,p )X/ANCHORCAP.... vANCHORCAP.q A114WC* Aedmr wwootgoa0m V4�o18 M18°Elool W'�g0126e0an 8488 MIB•1ho mrsa6lea Moo" MFOW WEW MULLKXNCAP.,■.�, A OMem A 9ma10361a1es IXiBTiiWPORM1ttATOOBTAEd7HEi0R 8 r CAPAOITYREQU6 TO AN 1 y s a O WHEN IT IS ARQUIRUMV LCWER THIN THB MULLION soft w mom BrA�TY ABj�CPTRMBERECT� a / (PROM THE T t Ny► w C MAY�BEI�TO 's sArn t AN�CHOCAPACCIYTASLEM NOTE;FORTHE OFFSET",USE TMB SAMEANCHOR PMMWANDANCMRVA MASTHESTANDARD CI . PHRM 2: TABLE NOTEtB; O O 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND WiNET22 FOR INFORMATION ON LOADING L®�onitcT 9mattlo la" 60 SHEETS 2.4 FOR GENERAL INSTALLATION METE OM 1 , 2)UNEARWERPOLATION BETWEEN KILL L040MB AN810R OPENING WOO 16 ALLOWABLE S)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.POR EXACTOSSMONS.SEE SHEETS 1820, 0 71 0 0 ALL MULLION CLIPS MAYBE FACTORY MACHINEDAND CONTAIN UNLOW I, LES.to a MAYIS t7R M OI 2 1 X177111! _ THE FRY D FOLLOWING S►1CyyN gT81 ANC�H KN.I WW BB LJBED IN PAS. 4)$UBSTRATES:tX SHALLO TOiCI SQ1 SPECFrATIO a MMLOWAND OP4WFLM •12V FIGM,t FMM M FIGM S: CONCRETE BLOT UNIT(M1U)SK41.1.CONFORMTO ASTM C4.WOW WJML BE PR{iSSUR&TREATED :�� + ••'• *�. fr-T YELLOW SOUTHERNPDTWITHINSOOPO,SE.ALUMP MSHALLBESIEBTSANDBEAM9MNOF.128' II II HK BTEESDTOKA N GADE&iANDA8THGXt{?SAtOT RASTSTO�A7 LEAST.126THKKA�A&ALLA NC14 ORBMTO METAL SAL ETUATLEA ST38CM I � 1 XrX.t2 d�7 111 THE MATEW, � •- :-o • tl ?4�I 1�s0t. TS OF Omo '`4 IONA�-•�•� A LY�INAbLL'kLR,P.E. TABLE 2A YWRun T �� 3Mglplolr e6Ab6m �� lob 80b ►Ob lob lob fob imb 140b IMp $j� 9xYx,78 > taeate L404fn3 laaao t66Xnp ► LevYrD f Ladin6 L00060 ta60aq IT 0 Loo ft "o go 01 �b 9?9s0 ,700 4lo 181A !02 170.0 4R ,mT ABd ,76A 600 91106 6pl %"I own ""I 6,7 as o $"I 697 46An 111.6 887 100.6 410 101A OW 1902 416 86.9 8W 100.7 400 Two 8W 1040 8N as 6W o46 8W o6A 861 1mA 8m 60.7 6W 040 666 41A 8W ooA 800 80A lo7 o0A lob a mb 9089 460 1160 W0 004 460 90.0 W'1 %1 406 9.6 of I 068 466 OIA Dlo WA 4% O9A 8W 61.0 460 040 I 666 482 460 60.0 SIR 31.6 406 040 066 I WA 14M 80A � 61b U4 460 m.6 m 7L3 40o figs 6m 61.0 400 70.7 004 6l.4 460 W.6 6m 473 400 ao 616 447 466 OB2 et4 86A 406 016 1m lo.6 61A 61a 367 Ilo ets 812 lob MA 861 040 W6 61.6 811 WA 170 466 831 no 464 as 201 440 � as 031 440 2W o49 8B, IBA = as 811 406' m 1" 411 406 70.1 103 646 40.0 OR 6109 86.6 M WA 40.0 901 409 466 884 mi 46A "I 663 301 8DA' BN' 140 404 W.1 411 >m.8 m/ 869 O 144 B61 846 480 as 281 D8.4 480 its m 01A it Blo ab 10.11 as 440 310 mo 406 434 3� lo4 R 0.6 439 141 288 84.9; 396 as 400 8tA 001 88.4 w 41.6 am 140 m m.0 910 •L7 = m.7 an 143 on ID9 ROD Rb 060 !� W9 166 1m0 4m OB2 180 30.7 3W $&4 im 44A tm 46A; tm no 346 42A teB 10.0 tm 141 100 140 3W 302 977 94.0 tm 90.9 178 1t3 430 9D0 9D0 �b 80.6 040 177 36A 2D2 W2 in 313 NO 31.0 178 102 480 4fA' w 179 404 10.7 'miss 307 944 108 13A tlo 10.7 1lo 109 30! 10.0 'mt 0A 903 t0.0 960 flb II6A 182 2DA � no 104 at 106 m2 1W ?20 1lo 97.7 fB4 109 '!W 16.7 103 10.1 iW 142 101 106 160 11.6 t6B 141 � lo.9 9f12 14.4 100 es 184 163 fl0 loin 16.0 TABLE A OAPAG ADAIS'\IDP-IX .moo. °ANCHORWP.- ZZA 311rBMDl 14PWOOIp1twoo mRt48bN �yK low mw° •.MMUN lmnoa9 , 6 ertc �mr sodW(1�} USETHISFOR RAATOO AWTHE'ANCHOR r r r C" GWAWVREQVWV 0Tp AN saw ACTUAf FREE { 17.6E o r 6R mw OPENINA,WINEN R i8 L WIiBR TW W TF (NII(LIO�1 4JU01nats 1 L6 - THEIISIMEO 4 p 1 CAPACITYWFICHMAYBBUSEDTOCIMPf -gAnchmo 6B now-In ADINTIONAL ANCHOR OPTIONS FROM*IHE b 6q A p ANCHORCAPAWTY?ABLE NOTE:FOR THE OFRW G.F,USE Tm SAME ANCHWt PATiTSmd ANDANGIOR PALM AS TF188TANDAND OLIP. TABLEO�TF� m wN6YNPia7lda mom• 0 0 • • O�SHEET 1 FOR INSTRUCTIONS ON U�IQ THE TABLES ANDSHM22 FOR OWMAATION ON LCADBffi. ME SHMM2.4 FOR CAI.BISTAtLLTIO NMEri�. � , � 1 R Y)LINEAR INTERPOLATION BETWEEN MULL LBNISTHS ANOM OPBNIFXi WIDRHS IS gL MP43LE, 3)MWAM AND MULUN CLIPS SHOWN ARE NOTTO$CALF.FiXt EXACT" DBARMINS•BEE INIEETS IM ALL MULLION CLIPS MAYBE PP=WMAOHYNED AND CONTAIN UNUSED HOLES.HOLHBMAYBE ORILL�IN `� 4 �/ O' THE FISLO POLLOININOOB NS BHW68N ON SIiEBTS't&20 .1 ANtTI E CUP ML�T U8ED INPABi$. s �DIORET@ t t�TE SHALL OOWORM TO AG MI SECIFlQAMW HOLLOW AND M Wi1'44UW -9TStF �:' •''•:�r�� Ftl3URE 4 name R YELLOW S*VrNM 1 PINB WITH AN SG O WMM SHALL AND13E MA IM M OF W 1 = k r' No 88705 ® 0 ff "! LEAST.I�THICK AND A�ALL ANCHORS INTO METAL SHALL WORDAAT�LEAST 3$CREW THREADS B@Y� rXY°X 378°NIILL ION • r THE MATERL4L .• o Il ItA/+ FL P ELI X708 1 x 2701 Of Akta TWA Iwmea 00 i� au�:�r.71LUo MCI L mmmmCICi1G1ET.lIC7mmOQu C7�L�mCflC7Qi�mE7E'�C��E�E�ml�i7C7©mE� '' 't7C3i�mL7E:�00L7C� t'rJmO�l mC9m[�E7mmE��mE�E3�C�m l7C*�E�®L""�m�Q7fG70F:3�� millmi mat • • • • AMOE CUP MUSTBE dISED INPAW FIOURE 4: FI6 m& Fame: fill om>nmF7 TABLE KOM 1)SM SHEET 1 FOR INSTR,IOTIONS ON UBWS THE TABLES AND SHEET 22 FOR WdFOAMATW ON LOADM SESSHEE1824FORD INOTAI3ATXI UETF . 4LOIRARWTEWMATIONSETWEEN MULL LENSI MANMR IQJOVOTHS18ALLOWABLL 3)MULUONAND MtU=CLIPSSHOWNMWMDT TO SCALE.FOR EXACT SEESHEETS 95,E ALL MWAJON CLFSMAY BE FACTORY MACHINEDAND CONTAW UMlMHOLES,HOLES MAYBE ORILL Wm THE FEW FOLLOW NO DZWWWS SHOWM ON SHEETS 1&2fL WFFUIUMAA =AN CAP.. i 4 i i v i 1Y r� MO.88708 ,t* :• A. P.E. i TABLE 4A WM91lf� rtn b)417 Mug") 41 Mb Mb Tob Mb bob 7Oh 10b 140b VOID ce Lowv dtMlAW tm&O 1asIDno LOrJ0�1 6o ft tf too69fl Uwe 1-ft Ua t to�9 food L-ft moan If # # # # # # # # # # # # # # # # # # # # # # # # # # # # 47b 1?40 1940 480 170.0 744 10.0 476 1700 BM 1740 006 1700 04 1786 910 7740 1110 mo 091 1740 7210 9760 621 110.9 sm ow w 9667 1820 97a6 611 16a9 1690 1749 841 TL tI-or r.4610 970.6 708 1760 691 1766 8M 120,0 M4 440 90 t740 880 170.0 1199 1140 8a1 1740 12,11 ttao !07 0 for 1740 m 141.7 1417 9760 m 1910 1417 Ma m 18&0 1414 1760 w 60.6Ob 9740 747 170.4 M9 1740 m 1740 Mi 1740 1010 9940 88{ 170.6 1996 V49 916 1666 1468 1760 747 1448 1406 1760 700 9119 12011m 706 1449 911 170.0 780 "A 1988 i709 fob Min Imo 707 170.0 811 1760 OM 1760 809 1740 /110 97p9 7151 11.7 110 Ma 80 wo 111 7R0 ov 1108 1980 1766 061 me 1180 170.0 7151 00.1 111 i909 881 960 1186 1709 861 Mb 1940 06 1746 TOt 1438 614 181.8 781 4888 618 144$ 110 108.0 918 988D 7M m 018 1169 416 W9 816 1188 720 962 M 4144 710 818 018 114A 718 068 616 114.4 7115 0h 161.8 990 1819 710 'a$ 08 9839 844 1938 880 1961 Mt 049 BM 1121 '00 614 8M 1048 861 789 W 061 M8 830 no 968 00 062 00 061 60 47.4 MB 041 00 Mb 9921 769 1409 w 1140 7" 1130 08 761 t0a9 624 BM6 7A At ON "A 769• At M8 M.0 167 861 MO 830 76s 766 M9 'm 767 482 MI 41.8 IN 90,2 861 71h 109.7 MI 1080 o 8M 019 040 721 00 841 890 938 888 722 821 Al 888 AS 011 Al 08 89.8 00 424 60 692 NO 888 06 We 4M 818 06 M8 487 11110 11810 6TI w.1 as 721 841 768 � 870 470 640 91 800 471 460 61'1 66.6 464 432 671 H9 4M 8a0 &I 47.0 461 069 671 409 w 97.0 6H 446 40 7010 .1100 1081 690 00 e6A 6W 469 06 W1 642 04.9 468 M.6 W M.4 419 4M W9 810 482 440 1541 V.6 49 02 on 419 499 268 60 46s 426 230 612 .MI 40 tx k EME NT FOR TMHUE L IO OOb .uq far s W 434 9M A.2 407 699 6w 015 � MA 1510 139 467 At M9 940 w Al M/ 8W 07 181 897 180 w All= 18.8 409 230 vo 010 4$9 068 441 810 0$2 OM 811 844 80.1 OM 814 8M II31 810 484 Mf 640 bb At 60 210 1610 161.6 799 149 8$ 21.0 � t82 80 719 280 1010 a1 m Su l= At m me 161 190 9M 910 067 I" m 14,9 914 18,7 999 960 907 111 m as 118' 711 b $9 967 169 -941 At :787 Al 286 940 @68 9M 17.8 1411 489 160 8A 10.6 203 *A to 120 97D 919 109 148 :2411 1" 2M 70.7 126 '102 90 • raeLE B Arl6ifo9 T4�6 ANCHtR4CAPACITY PORMIAAf am (ORw)X , ,P am6mr mro•QaOlbr am u4Oeot6tumw etww ocO"m tw Et omm, WSW &UPE a 14861110 #100101 Maid Plus" �"�•^"� 48AM Ao01 ampM Oho M bmwM UBETHIS FOIMLATOOBTAINTHE ANCHOR 2• r 191' s r a. s 6.rt4' CAPACRYREOL1t1D" TOAN t4 P ' m OPENNG. L9 THAN THE « m, 6 1 CAPAdfif O M THETABLE)OPTHE SELUCTED t 110 an am 0y MULL�LITW�LYISLOAMINIMUMANCHOR A CAPACITVWHICHMAYBEUSEDTVQUALBY 1 194 ADDITIONAL ANCHOR OPTION$►ROM THE ABLE. PROmwilimam NOM FORTE OFFSET CLIP,USE THE SAME ANCHOR PATTEIOI AND ANCHORVALLWSAS THE STAN WIDUP ClItCLEDVALUES ARE LIM Bi THE EXAMPLE ONSHEET21. TABLE MOM, Ltb • • • • 1)BEIe SHEE 1 FOIL USBX3 THE rABLEBANDT22BIlIO>OAAT►�V oNI DAD1u0. 1.000° �+- Q O • • t�E 81WETB 2a FORta.R18TALLAT�1t RGURES- 2)LINEAR i fTERPC.ATION BETWEEN MULL LENGTHS ANDJDR OMING WIDTHS ISALLOWABIr- wit t 1►, S)M AAM AND MW LION OLIPS SHOWN APE NOT TO WALL FOR EXAO7 NE SHEETS U4& 2 ��`�•' �ffNS��p��i • • • ALL MULLMN aiPs MAYBBFACr9�YmeHINECANDCONTANI U1ww HOLES,HOLES MAyw om D IN � � �` •, THE FELD FOLLOWING DRAENMONS SHCIM6CN SHEM IW2M =*: No,687 ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 3111 SPECIPICU71OTW,HOU.OW AND GROUT44UMD - COIVCRETEBLM UNIT(CMU)SHALL CDNFORMTOASTMCS.WOOD SHALLO@ TREANED - FXsYURfi4 PXIURE& FIGM& YELLOWSW"GMPMW►THANSOOFOALAWMMOO ALLBEMS•TOAND6EAMMMMOF.128 O • TN1CK STEM STUDS TO 89 A MINIM GRADE 33AND AW THM(48 QAU3•STRIA MM TO BE AT �.,�''• ` THEM 128THIOKANDA ALLA {NRO►r TAL SHALL EXTBNDATLEABT88gi0WTHREADB 9•%277PX988'Mt9LDAt � • • TFA111TA RIAL �i� s'•1tORlOP. ��• '4s�01V AL, �,,.�. A. P.E. FL;P.Ea��7CS TABLE SA 6>olpxl 8041 alit 7eb alb alit lob Mb iMb talb VxMarm t0oan0 toedlq t 0 to6m10 toelft Lmft 14-ft t�1dM t.4rlh0 Lodro L ft Loom 1-050 to" ka®q L=ft &deft Le7t a mpma JWAkiM it I � � i i � ! Oil 170.0 OM f w 4m 77160 744 1700 470 400. 806 1740 M 1140 M 110.0 mI 470.0 ills 1760 441 1740 1910 1789 091 1760 im 170.0 1{tl 4m,0 l7m 1700 691 181,4 !b{p 770A 6a1 40b '1700 700 1700 as 1704 dm N60 484 4760 668 me em 1700 i108 Im alt 1709 4470 1749 017 1740 9417 5140 = ie1:7 IMt 1700 060 1041 1077 1700 alt 1109 m MA em d01b tal.0 7p 1760 406 1740 al0 17DA 081 1740 100 YI00 Os4 170.0 /�!{ 490.0 790 1700 fl00 94 me 1484 mo 7al I4l.1 us 1700 780 10.6 /M0 1740 7s 1040 lm" 4700 788 alit fmo 7? 4740 eta 1740 4760 994 ims Isis ima 704 i749 t97s was al, ie6s 4404 floA 7m estt eat f o LArvotwem ma 1401 mo mi 1049 1Mt Ime mt 094 tMt 10.9 eel AKOH Ac cromw esb me eo a" 701 mow 170A 7W I066 lal =o m M? flu 107A m 1868 its '1666 177 111.0 to 1447 @f9 w tim ms to 448 Ism 1140 t7m 044 1/m mu 006 g alb 470.0 9m Ins I'm " i6M 1740 Om te70 ss Om 1140 IOM 1417 sa 1066 f0m me w mA m 1946 em vu mM it@A 070 a" "a 1149 st9 �@ IoM iM,9 Ms alit 1640 on 1700 Im mo m so mI ml N 7m 4069 9m 111.4 Us 020 an 4100 MI mA 9s I4 767 046 � 948 Im alA 9m 961 740 �/ n 947 740 7l41 1m.6 m6 1848 Oi:f 1000 m6 1$4A so 08 1.1 e70 ms m9 as em 71.4 m0 OtA OM 81A � 98A 04a on BiD 72a 06a �@ !61 09A � 401 Bm 00.7 all iem /06a 74! 9141 m 91.0 7m V.0 OM 760 61 Om m8 791 766; 6m 06T 791 70.1 m6 060 741 "A 670 460 787 604 59 '360 741 660 eal e41 747 641 m1 7001 101.0 ml 1044 044 al4 alA w 12a .4 97e alt aal 70.4' alt as am NA M 64e mi b09 at Q1 mt 841 647 061 W 81.0 me as m4 an 104 r alb mA Ot4 da'A 45 61A 64 IPA 4al 47A 0 4M 411 ei4 MA. e6e 04 40A 147 e2@ 694 t7A 449 04 844 ea6 418 406 7x4 alA 400 440 614 m9 4M alb 64a 484 867 404 40.4 alt ETA on 067 A m0 060 � 80.4 alt 861 � m.@ WO 41.1 4al 868 era 4i8 400 960 Om i44 � 964 Om 'aA � 820 so �(, tomb 661 067 06@ 644 81.7 � 627 817, 924 m 868 m7 44@ Om all m7 44.7 Om 160. � 4Bt0 4al 169 007 !40 9m %0 30T %a 90T .119 OM %9 9m Ili b m,t m6 .ORB ABR 8s 061 001 460 4 me a0.0 m6 461 4P4 /9A Om a0A gal ifA s9 140 alb 148 8m 960 ar a ta,e 8m it8 978 11.0 Bfe t8A 4m l 140b a7.7 984 488 964 a6T 9m 40.e 8 OA 9m 161 4al '164 gal 760 aM 160 14@ 9m 1fA 120 9M 0.@ 9M 411 am OT 490 al4 980 X :TABLE x 7 TiWa AFION�t CAPACITY F�IIIUk Gal °W.MUUJONCAP 184{84%-ANOFOC.AP. CP Aidg1 81�8kot06roa1 11f'84wi140oap M1e't8atp" L4"1lt�mpt 16tm�orwiPoo ta•esom OwQed 9fII8(eI, e198tr USETH F TOOBTAINTHE°ANKIFtdR R s it LL 9 t4uaon A99 8mear07e787w 7 CAPAC(fYREQUF4V 6M6TQAN 04"wom-rawwwoftraw no tLfOpO t 00 OPE m. LOWA T"M m olLKIN MIA 40ft-F-Mas M WA MR ® m9 e■ t ems NA 76l t NMALICN ifLAM6ANK7}iOR WA OAPACITYWHIQti MAYBE UBED TOCtUALIFY lArdor 6r 844 allb !m m 8ffi4s 44 o 4 ANCIdTA1NE. 1 RI RR PAROeasC1 O E TABUE IVOTEB; H1.�0'�I B0 No • t)8EE SHBE'7 f POR 9 6TRUC1'ICt98 CN USM TFE TABLES AN SHW 22 FM NV C %Ti ON LQADm O O • • •• • • SEE SHEETS 4.4 tai GOMM&INSTALLATION NL6T►IODB. • • • • D ss 6 au t r8 Art8 REO Y6HALAWAB 1aC�131�LSEAR 64TROI ATKN BBEEN d S 8)MILIONANDMUIONCPS AM NOTTO SO"MREMOT SEEStE "-a Y 1uED ► sMnvoa8 i� %ir r ANt6l6 CIP MUST 88 USED ae PAM 4)8UB8TRATES:CONCRETE SHALL CONFORM TO ACI 30i SPEC*=7XM HOI LMAM dtWT-FA.68D = �k FRUM 4, FIB M6: FK6lM g OMMME BLOCKUNIT(OMU)SHI U.CC111FORMTD ASTM C•M WOOD SWILLBE PREP-TREATED 10--k YBIOWBbUTHERNP4 VEWRHAN8AOF0�AtIBHALLt80&T8AND8EA lrNd6VglNACP.f26 t"x3t�"X64gNU0N tt• THICK,8TM STUDS TO SEA WMM MAM 88 AND.04V THM(180AUQn STRUCTUR}q.BTEQ.7O�AT �� 'r P2�: ® 11 I{ •� � 0 TlalM'�I THICK ANDABB ALL ANCNOR®80TOt1alTAL8HALL E xTEN4)ATiF1t8TS8t8iEWT SEEYOND (PYFeAlILL60N! �i� .RO.... :(y��%, � S'10 A A. A LYIiL' R,P.E. PL PEA am TABLE 6A To Wetlero 1 wtetam)o7 ► for mom* 60b Wb 74b Bab Win 1Win' iWb 4Mb b 1 x4x M tafp twAv L=ft Loft + Lmfq talfi�y -ft Wft taft Ulft to141Y � isxpa0 AkMTW* fill, 111 11 11 02U VU 4M 170.0 74 n0.o +7/e n0.0 8M Tm0 an =a eR4 1MA am* 170.0 1116 I= 621 iTOA no V" in I'M 14M 170.0 421 1400 1� Tm0 WI �'/.e t� 170,0 641 MMM rmo Tae 0780 BM ow an ime sm Ina m mo 8M Imo 1165 t7ao e61 rm 1076 1780 an I 449 8W 180.8 1Bm 1740 eM Itta 1� 4BA m ».T tam 1700 oM OR Bawb n0A TV 170A m me Bee am an nae 10M Mo M4 na.0 NM 1440 731 n6.1 lips t4AO 747 1444 an a" m 1171 mo smo m it" 1BM 1740 iQB 67k I= nok 476 6tb 140A 761 a" on 110.0 666 174.0 661 n0.0 110 1740 766 9811 110 Ime = iv.1 1160 19oA m 11tk 1168 ff" on las 1168 go 661 eel HM 7440 "I n2 Im me Bel lb ma l Tmo 467 1MA I= fmo 767 1129 1098 SLI w- 110&1 1044 '1/4T W 111.0 %a "n on tou Im an 781 B6A m12 r2a1 702 Trk 1444 ULI M a s "a ULI 708 6eb n0A 1740 m Isla on 1860 ale 1246 084 144A 4W "M B48 151A 9B2 160.4 6B2 MA 746 807 B10 144.6 7M 4'46 ow 1040 748 o4A 867 '•eA 744 66.7 Ba7 tga6 T4 mb .4 8n n40 TW rB7A Bq 14BA PM 1141 817 MU 7M '•S4 917 10.7 764! $I,$ o4T iM,7 m a" w I= 787 me W M.4 718 60.1 w Bl0 T11 6t.T Bn B4A 711 b nB66 818 r4R7 707 I= 019 1216 m WA " 1048 709 us 098 OU 6e9 748 649 a4T 8M WA oLT 076 am 040 76A M 4M M 730 W 42.6 84! 4M4 461 n14 116A 7p 1W.7 so 048 79& " on I" 782 Ke 016 922 .982 su 62B QI2 762 742 w m 702 602 818 481 io2 82d 6x1 41k 4R 600 g B0.t TBB b0e/ � 76b 1040 781 111A B04 eap 741 01.8 841 48,8 780 a2A me 9•.B 424 74A W W:4 M 68.1 Nt 65.4 IN U4 6B8 440 727 678 478 862 M 668 647 004 121 4100 � Ook 844 918 465 Mse 616 OT M a? 419 as 40 48k 6N.. .47.1 ..150. Bab m 4" 467 619 Bak 40 200 an 6l8 490 24.6 8O 931 4/0. 21.7 an 247 41 .;. W b 2 410 OA 407 0.8 M 40 40 448 478 42 412 00.8 496 406 M.8 478 01.8 440 2ALT 478 �& � 209 475 401 l•0 W3 448 2041 0M nA 470 212 876 iipb '402 Bn 01.1 811 MA 677 B/o 8M 2dk 8n 80.9 090 242 0n 24e 026 22A to Ke 621 �, 238 8n 1B2 8n 10.0 010 1A4 on 17.1 IN p 11th 071 eBT �A 521 00.0 W 8tk = 246 MA 018 292 067 24.4 802 Wk 187 22.0 us f8k B6f Bat 001 16.4 86f nA 2B4 K 20.0 eao 270 260 8B0 241 274 268 40 2l7 27D '160 B06 102 W MA �e nA 4D9 140 VA 212 nA 1W X Q TABLE� � Aoahot T•pN ANCNp$((CAPA4ft1f E li L °)x`MULLiO14CAP *ANCHOR CAP..,, '4 AndWCIpPe A6m•r 9lta 6lootpaamq ta•ebot6trmo6 8IM IQamt244gt ve otmw6W 1!4'� N18'Oep trreeifko •106N• B1RObq •MObOI LU7HISPORIl"TOOWMTHE ANCHOR%Mom A6 9 Aox1WID1 8cw(�aaw("6m•om CAPAC/TYRHQI1tRBO° TORN a 1" 8 446` ACitW PRE88UR®RHC1tJtTROR9t1E 1 t• t. 2� OPie?tBiG,WHEN tT M LOSMER7i1AN THED<AAJ ION a CAPACITY MM THE T 4 / an rm RB mt Po/ MULLiOMTOMLYIELIDA ANCHOR e 11 4 mob lea 1W o1 CAPACTIYWHICH MAY SE USEOTO WALIFY 4 9@8• / Algb Poe 6» Bn 9 ME -25w---m-w- 8M0e AODMOMANCHOROFTIO SFROMTHE 4momig•A / 1 OW 1 ifTO 20"M a 0• 1410 44W M ANCHOR CAPACITY TABLE. bl FRIODUCTUVAM lltaBadBUiroFIBrMa RAWho 3�Bib, i 8Wft @1 016 Dan i NA 10% numbecop N• 4AW"vI.WWL1ZQIF4Mp 4MM WA ft NOTE:FOR THE OFFSET CLP,USE THE SAME ANCHOR PATTERN AND No*=VAWEBASTHE STA1 DAW CLp. W MIRE 1: FIWRE 2 P 3 Fmm 8: Rana a TAM NOTEM 0 p o to• o a 0 • p o 0 0 •• •• •s •o O 8)111 OR I � 0}T C NMT0HE 0 T ABS AND SW92 FOR WOMTM CN L M SE & � 0 0 o • • • 9)UNMKMMVLATMBEWAUMMUWWMANDMOPMMWWMi$A.WWASE 4.00 �tit: No.68706 FIGURES: 6)tip AM MULLION CI.6�8 SHM AM NOT TOSCALE.FOR OUMO IE>I�,6EE a Tg 16 AtL _ FIeLiRE P101m T: MLMJ M CLVS MAYBE FACTORY MACHINE AND CONTAWUNUSED 110 8.HOL@8 MAY t OROlBD 64 Tt - �` • • • • FOLLOWIN(4 Osaww"BHOWNONmem IBMA )i • • • • • • 4�YCRETRBE CttC SHALL CONFORM TO ACt 304 .HOLOW AF O QIMX- J® 'i�.0 '•..HLOR1Qp•' !(21RU)811ALL COMPORM TO AM C•80 WOODSHALL BE P •TMTEDYELI.OW i F aNrn.ECLaP ttES fl�AA1JgTBE t�W PAS' . BOUTHEfit't aauE WTTHAN 800E 0.�.ALUMSdtAYlBttALLBE 8MTSANDBEaMiN@UitJM OF.Y1[PTFNCKSM �S,,�A�,�`� 87WSTOBEAMiNrliMlMtitWaSAND.048"TNCKj 18(b1t lBE).e1TXTLMXWEE.TOSEATLEM.12rn= rxcx.12s AND Aft ALLAWCHOMS TO URTAL SMAU.IBfMND AT LEAST 38O WTt �YOND THE MA700AL. A�1�1 P.E. TAKE 7A OPWAW data T•Tise �� (Ow wa Mt9 aoa Ma Spa aea -Mr tea 1498 t80a 1.4 x W* 94894 9 p is totlN9 p wft > L." u.ft Uft 6axfa9 NWON t L4m 110.0 ,749 1700 T,4 440 478 1744 am pop L00 pop 6@7 400 6f0 17488 it" 170.9 am 4700 "a 110.0 834 ORO ft 170.0 wn 1TOA t>M p0.o ®f 9799 "93 9709 M 4a 1709 Tat Me 824 ppA 8M 1740 � +TaA 6� 190.9 eao 470.0 ft0e 440 M, f74o 9Mg 7749 617 pp0 un if49 w 1749 ON 7769 m tree lava 449 eo Isl.e 2W pop W a 1700 741 49:0 on 1760 8M 440 4191 170.0 1•fB 1700 831 110.0 sm 1740 789 pop 1.16 1709 747 1199 fW 990,0 va 110.9 1768 1709 7M 468.0 9310 170.0 7N 1068 1010 110.0 70 8/a 1900 faT 1760 018 4709 668 170.0 681 170.0 ftts 1709 YB4 Im /M6 1140 00.1 1700 4484 1700 em 1709 1891 t7oA 666 -9 t7M 1109 M1 lOtt 1708 1700 Mt 4II09 tYM 1760 064 Ma tt0A 1140 tot 1760 Pop TMA 7p 1709 15� 40.0 W8 f10.0 H17 1740 004 1100 9M4 10 908 1680 1679 170.0 tow '120,0 1879 1760 1069 4119 t8W 470,0 1009 WA qt0 1700 104 688 170A 880 170A 748 1700 1110 1760 174.4 1601 aw Q07 194o 74M 17D.0 1861' 1649 1760 'lots " "a im 1178 HY.tt 1648 7M9 t'�0 40.7 7048 9879 116; M.f /gam /WA 14M 008 .1740 W4 iTOA 7M tm,6 1160 Y80.0 908 170.0 tags I= lm {846 7498'40.0 7968 148,0 1415 108.8 fl40 7a6e 1470 4660 1109 167.1 -m 14Y9 4106 014 sm too 1101 as we mo 1106 Tie 19s.0 1008 1760 878 f749 01 1749 1009 ft$ 1430 'N62 4101 402.0 9m 740.9 TMt M7A 184b tMA ' m 4068 1!120 406.8 im9 MA tOM tp9 1064 78A t0� 1188 76W 060 a 118.0 9018 i8a 409 1174 ft9A 98/ 749.6 4180 180.4 7M9 P�.4 11e♦. 108.4 M4 1148 1184 786.7 010 a" 1986 1104 004 008 iPo4 1149 968 719 troe 97.0 980 00.1 7�4 961 aM a8.i 1100 83.8 6761 768 '188.! 94M pop MY 168.4 9184 1479 068 1768 4'PQO 148.8 $a f066 1184 1466 an 689 1180 i.8 9M 460 f181 960 900 098 118f 860 800 M.9 4121 86.9 861 81.0 f154 MA 878 908 W8.! gp M9.s 760 941 m 949 � 7f2 894 084 m 079 814 769 719 sot 0p 869 Tffi g49 814 6fA Op 460 844 84,4 678 968 66 gg0 � 089 8p 49.7 888 P 908 M.1 IF 91.8 an 719 748 ma � sae 7:63 6YA "I t�9 743 09.0 881 M.e 947 Bbt OM M9 7q 446 844 87.1 743 489 MO 81A 148 006 694 91A 7rR 87;6 084 4098' 880 688 60.9 gM 889 08 660 on 467 6M 489 019 061 11.4 868 060 97A 86.9 66{ 84.9 M.f 800 09A 481 ➢9A 0M 46s 4ffi 1s9 �! 8lY 488 491 a OTA 19.8 6a1 �9 60 440 498 419 6M 48.8 40f 964 8M 040 M.9 94.8 476 889 OM StA 101 04A 57.1 467 II0.0 449 146 !40 866 024 448 4808 469 418 464 188 840 889 4M ffi9 'M 997 4>p 568 47Z 499 414 48A 478 3@A 086 478 P4A 404 MA 178 419 �A 476 t6T Op 449 475 pA 991 r d H4a 78.4 S•.7 806 89.0 8M 48A M1 169 W I te9 I My 18.0 800 pA QM Af Y T40d9" AtlmiORCJIPA1iRYMARfflMP A7 swom &t8'Eii� °0}%` ..e.°i mANOHOI CAP..° Andg7� AroM1• 8t1a• 78treem lbP�ol OO 1 vwmwubm twomIB9ao611 8t18•Ea9 7N'8ea" Mftd 118ftd 0938Ud �.�THE!{Np{QR A9 ! 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FIGURE& FI6Yl * TABLf3M8lM: • e O • o O •Im t)on WMT 1 FOR WIRLIOTIOW ON USiNG THE TAt AND OW 22 FOR Ih T 10N LCd4Dlf10 SEE 8HOM 24 FOR GENERAL INS 0 o o s • • o • • • 2)L9riEAR9tl7ERPOLATMOErMM LENWMANDfOROPL�a893tlV(DTFOSAUONAO„@ 4 *r Na 8970 ' PltgtlRE& FIOVRE& S}MULL�YI AND A9ULLW71 CLIP88HOy6p1 ARB NOT TO SCALE.FOR EXAD7 8EE S}1Er:TS 18.20.ALL ; • • • • FKItJitE fi y CLIPS WY a Fmm ON MACHINED AND AEI UNUSED"f:B."a MAY a MULED of THE FIELD � (t • • • • 4)SUBSTRaTf CONCRETE SMALL COMM TOAOi891SPEOVIOATX>N8 HOUAWANDGROIfI•F6JbD4`{�ItREfB %� TE1� �'l"�� • 6 -�J 6LOCKUtCi(CMUISFWU OOPIFORMTOA8TIrlC�WOODSFWLI •..........CORW. OF lW7HI0KTEDY6LLOW80 BEAM m ANGLE�(FR9URE8"%MUST 01 PA91G. V►TYHAN 8C1 OF 0.89.ALUMIN{R4!SHALL 9ffl39-TS AND�A MIg1pYR010 OP.12P'THtCK.81EEI.gT11D9 TOf�a4'I@r10�16 -�Y� '� S+/ tt��,`•, GRADE 99 AND AWTHRTCt16GAUMSIRl RIRALgTEOTpgEaTLBAST.1 'THK2CAI�a96ALLANtN C71O i ' �U i� ' METAL BFIALI EXTEt�ATL8A8T98CREVTHREAWSEVONDTHEMATERIAL 1'X4`X 9Y6'PAR,m A LYIGVNq{rL ,PB. FL P"WOO TAKE8A 001422 Wwm node 4N t E' solo 406 I*b Mb Mb web /966 $06 /Mb ArAhn To-W r 111111 1 11 l, I _ I , a i iI a I ii I I# 11 111 #[111 f 1 if 11 111 111 I'll I,, Ii 11 1 1 1 If I I 1126 170.0 to t70A I 4w 170.0 744 1Wo 4M 110.o 813 t70.o w ffdo w R0.o so Vol It" tZOA S" 170.0 %M "U 691 176.0 1413 970.0 131' 170.0 /7M 1769 641 101" ttM tin in 486 1169 = 170.0 044 mo w mo oot Imo M 113.0 w 170.0 1"13 1160 M1 170.0 i970 "Mol w 174.0 -A" I= 613 "to "so IM !eo 188.7 1613 1769 613 it8.t so a" � 13.OMb 113.0 747 170.0 I 013 110.0 913 MCI sit 170.0 106 170.0 MI 170.6 t" ft0.0 719 "W 18M Mal 744 191.0 t48H two 113 tM,9 1413 19140 78B 119" t 1760 760 totA 1413 170.0 780 6116 176.0 797 T740 018 170.0 170.0 Mt 1760 19'81 170.0 TM 170.0 '1876 90.0 BM /131 1810 X0.9 tM 1140 t�fo fto 080 174" 1819 t98A Mt 1o6i ti/0 170.0 661 01.9 W70 113.0 081 Mb tMA 8M 7760 708 170.0 1013 1760 in 1640 1160 1764 as two 1tM WA to M" 1/13 1130 010 1948 11M 1640 81st 99.4 NM tM" 913 MA 1130 "U 913 086 1113 141+8 OM Mb t70s OM 1760 TM 1841 Mt 1760 NO WA 1M1 $8 138 1.0.7 1131 113.0 w tat 1Mt ma •o/ at 9131 tM.t 130 at "o1 ,13.6 136 060 tMt 1141 081 no 1131 113.1 081 136 W-/ 967 too 113 9 131 tit" M6 1*4 W 186o 700 1p/A 137 MA M o9A so 1t4" 767 136 131 tM" 4M 13.0 w 1040 764 13.7 w 048 7M 13.8 137 139 9713 Ig Mb 113.9 134 113" 913 W..8 136 if" 136 9tA 134 tots 871 13:4 134 ".4 M0 no Mt 01.1 to 6u4 139 as tW Ma M! M" 913 40.4 Opt 960 OM 448 134 139 on 796 1844 799 tt4.4 680 41.8 708 998 018 768 M4 M" 613 13.4 7M 767 oM M" 139 760 136 667 MF 00.6 MD 464 M9 Ms 130 at 7i@ MA 613 869 134 669 604 796 1018 to ttt►6 m ou on M" 130 120 136 760 077 060 813 13,0 613 M$ 130 660 MO M" OM 00.1 OM 448 MO 960 948 069 OM 44.4 137 us 613 047 613 Oob 048 Bt0 MO 467 00 016 0950 40 47.1, 090 at 413 41.8 616 4,7104 Ms 670 40.0 489 ow 61p,_ W.4 dl8 VA Ofp 88.1 ..418..960 R'8{...as .401.. 20.0. .018..80.1.. 404..... .. _ 966 669 413 13.0 400 46" 413 47.1 137 138 413 111.0 131 8611 138 844 813 13.9 413 M" 139 978 413 13,4 074 4U 413 949 136 464 � L66 813 t7A M 869 813 -.... iMb 061 .913 968 998 its 139 13.6 818 8U 813 MA 010 9U OM 13.9 8M 913" to 967 134 1St 136 90s � Ms 813 wo 613 4176 at OM 869 MO 49" :M at Mt tat 813 90.1 137 no 1113 M" 913 t1.i oM b.9 O" t 913 1906 87.8 QM 139 901 40.9 413 no RM 1119 II•0 90.0 913 VA 169 138 "A 100 IM 919 '1411 b 161 1Af 16" 113 TA9L4'$8 ANCHOR CAPACITY W AM)w T9b19 LrL L IW an49Ciuf MP6)X(=CAP,wI-AN CAP+ L LL A0e0w VWMO01 t/P®wBbwO MrMO O/WWD t/4't9oolQ1 6 t�Pos"O wMw U9°69fto 9,o8b71 $Uft 9 919&13 AWWCIPPo m6 ¢ lm 9bawn ftwM 9w6s 6=NM CAPACf7Y OBTAMTHE t W Wlow 1. I. t• ACTUALPROM)RE FORTHE 9 810 OPENMO,WHEN R LOWER THAN tl�41tfl 1ICN 11 a t ! b n "a b b /rM MIALION.IT WILL YiELDA ANCHOR 4AMM 6 / bb1R'!b6 IA tMi OAPACiTYWHICH MAYBE 1SEDTOtLKWY t / t13b b 90 9606 01 AODTf�11ALANCHOR OPTI�FROM THE 1. r 9446 966 F7A b ANOfWRCAPAOTfYTA8U3 P1t�IfCf POR TMM CLF.USE THE SAL49 ANOHOR PATIOM ANCHOR ALIIO AS THE ST 7ABL13N01f1Mf I»-1 `-y NO xp • p p • • • 1)S EESHEETI FOR INSTRUOTIONSOHUSM THE TABLES AND BMW 22 FOR MVRMAMON Ifi- ON WADMGL WE SHEETS 2.4 FOR COMM 04TALLATION MET 1111 l i t J f!! 2)LMEAR INTMVIOLATION BETWEEN MULL LENOTHSANWW OPENING 00THSISALLOWAKS Ate B)MIAMON AND WIM GYIPS SHONM ARE NOT TO SCALE.FOR EXACTOWNPONS.SEE d1�' �� ••. ��ii CLIPMUST SHEETS%ft ALLMWJ M CLIPS MAYBE FACTORY MACHINSDANDCONVAIN MAW HOLU � ;* • • • HOLES MAYBE MAYBE DRILLED M THE FEW FOLLOWING DMO4810 M 6iiOM ON SHEETS IM �i7i No 84PAI S. = S t 4)StMBTRATBB:CONCRETE SHALL CWCW TOACISM 6PElFfQATxiW HOLLOW AND FIGLIRE4: Flt & FIt4UREM QIWW CONCRETE SIMUNIT(CMU)BHALLOW MTOASTMC40WOODSHALL • p • BE PRESSURE-TREATEDYELLOW SOWNERN PINE WITHIW SCiQP WL AL4 MUNSHALL BE ',,�'• 8T .� • WSTTSAN BEAMINWNOF.126`TMdGBTEXSTUQ8TOGE AM GIRADE33AND 1�x91B8xi�9�lRLpari '•, .�LOR�QP••',(��• • • • iw7 pro` else I ocr D A fir sB A THREADS THE MATERIAL. 0.1>r vP IIn.M" ' SS,p�iA4 f�C.�.• • 11 A.LYNNf1i�IR,P.E. PL P.Ed�6BT0S TABLE 9A Oponkm ta1� @ min gOb 70b ak fOb /mb I1eb t48b mob 2x4x,28 Waft t-ft 11 tmft I"taft"ro Loft waft ►ow•• la ft*, toaNne t lagYOa Lmft A"TOW �N loin ,76A 1708 +eII 1769 7N 1969 476 Sao m 740.9 me low w f%o s" ,1mA 11q ime I su loo to 1760 an 1760 ml; ,m.8 I,1m 1760 asp +mo 1100 R0.e am 4010 mo 7a floe $N ,:49 610 1160 me 170.0 sal I= 100 n! ts"Imal set Ime an MAI on Iffte *a " " an 1448 1110 n4o ma rao 610 flu fine► f74o so mA2IIb 90.8 to 4740 mII nu 010 1740 = I'm "I go so I 1760 1410 'Rae 42II 1010 7de waol 141 I me mu tt6o 1m IUD 170A 170.0 = I= tm 1760 a"1 mo 710 641, 1740 7a4 179.8 M2 a" an 1740 ml flak "*IV" 761 a" m 1740: IIm 170.0 1484 vul 810 1108 fmf 17m.0 on 1740 no ina mt 1740 an 140.0 of 110.0 no "to mt min 1744 on 4440 78t 1440 "a 170.0 4W 1T60 474II I flDA 618 170.0 NO 1740 8N 1441 ON vul lee "W 1f IS f o 1080 R40 8@6 17x8 m 1740 1010 1140 lam a" gam 170.0 m a1, 1740 100 7760 we 470.0 1116 1740 ft* Ime /0a] 1700 m 110.0 tm 1160 1019 170.0 1418 vul ima time an fr0.8 187 1788 an 170.0 "a 1061 780 170.9 tm me =a me 1771 a1, IVu W4 me us 1760 "a A60 on-, 470.8 am fl010 1a7 1160 Igo 4f6p !aII 1700 11m gut 1110 I f70.o We 1760 Im 1460 086 /10A 1870 tBLO 810T 110.0 m 1869 M fto IM 7841 4740 100 •eA 678 Ime 1876 ""Ina 1740 1110 170.0 T788 /T0A '170 ftO 44101 170.0 Po'W 1760 10M 1760 8110 1/60 1881 1060 8100 140A "al" 0x1 1f0.Q 14m lieu 2101 470.0 110D 181, 174o its A68 ow 7}60 4810 770.0 law 1760 "m 1760 as an 17"1 flak taa 'Po8.1 t8m 1740 1421 1060 "m imol lwa lag 4100 tetA 1810 480.1 +em ms 106 I a" tMO mi I an 784 1700 IV" 4740 or 1769 4101 "m 1140 4908 1Mt 440.0 4m0 470A "gQ 1400 o mi 1101 •110.8 tW4 /WA /101 Mi imo 7180 1mt "Ts 8110 U2 imt 1860 tam sa "m 187A mu p, gain flm 4810 vao 1t" $&I tmo an 187.8 qa tall mm ins "a We 417" ou Ims 1162 Ita 10.9 "s 1018 tmf i!A up sm I= aR lam a77 "m as 480 no 1010 WA---IM-'@IR-10m VU IM-'OAP 100-12I I -H01 - -- -its 1014- 61R /4x1 mA '1E00-n 420 �4 'p(b BtA �i9 9AO "a a.7 go an Qr ag.1 !M11 tab im W1 tom W4 on in OU 107 74.0 m 7I2 6a 064 as WA 841 MA as VA m a" 910 401 Wt Nlo 720 Wo 871 44A is =4 off 'Re Trt 1111, 024 oM 04 962 79.0 010 M.8 eW 10,1 970 TO.o ao of a.0 ON mS 7M 04.7 oA atA 770 10.1 al" N2 710 04.9 910 498 749 o8R OM 871 Tail 'M�b 10.8 710 ige 710 a7" 710 K8 me sea 710 mA � 47R 749 aA am 41.0 710 44A oli Wa 710 060 am IItA to a4.8 109 10•,0 710 StA M7 260 710 264 981 q. 1Nb f 4S7 610 160 109 164 6W W.8 N" us OPo at.8 4M 818 611, 104 mA 819 4D.II @" 80.0 610 a.8 444 108 818 f8A 101 140 OPo 17R 161 649 E 41, LLL Axotrof fabM OXON=CAPACITY AAOA Xff=fFORMULAt eanp Ili?X�"ANR ,oAPX:HORQAP m. 1W 88EPoO ati6'6bo Iwoomm 61010011 H261aN #12001 -�-"" Aao9a el76 moo18d9o00 /0P@6o1lmaam 6116 6710 mis @botl2xam 1H'mletaamp Ixmo� rW6ef•tet Songgl66y 8emltg60 AItd7W C�"=P�Imis iMmD UBE THM FOiiMULA TOOBTAlN THE"ANCFXNi lanawAlmom 1• 1 a 1 to &tw a aw o.8o CAPACITYREQUOUVOCIRRESPONDINGTOAN t p y t- alto ACTUAI.PRESSURE REW NTFORTHE or alwou.- CPLOIHtG,41ft fl+7V it 64 LOWER THAN THE AAILLICNI M� t a S r a+m 109 fag smmt 2u t CAPACiTYWFACHaAAYBEttOQUALX+Y AUOM r4a6 r 1 •0 8• HdH14a p e• ADDRIONAL.ANCHOROPTIONSR�MTHE 1 I A4mc ANCHORCAPACTTYTAOM 2 f6n a 6t Po8 W tar Tao A1io CIROLED VALUES ARE USED IN THE EXAMPLEON SHEET 21. PIGURSI: FIGtAE2 FAR FIGURE* • *a • 0 oo o 1**ee o TA BLG N�}TES �U8VG THE TABLES AND MB82FORVFOWATXtlNdLOA G. BHEET824FC6 00 e a • G BMTALLAT1ONMETHODS 2OQ6° FIGURES: FAR 2)UM OHERPCLATM OETWEE MEU LBW M ANWM CPMW WVM S ALLOWAKE ` ;• vl6 GF •`•, *% • • • • "• 4 V . 111 No B87GFl • ♦ • • S)MULLON AND alSp.LgAl CLIPS OHQWN ARE 6X)1 TO SCALE.PIXi EXACT �S}ME"T8 98O,ALL M 4d.Si8 MAY _ =09 FACTORY MACHINED AND CONTAIN UNUSED HOLES.HOLES MAY BE ORNl9D 84THE FELD FOL MIXG SHOWN ON • SHEETS IM. Qi 13011:: ` PXaIlRE 7: FIGURE& PIGtlRHlk FIGURE 18: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI801�CIFIQAT .HCLLOWAND Ot�lPl'-FLLLBD 0�1�18 BI.CpC LA7flT' .Ap'•. BTA � e• •• [Ego i� ��(P►GURE8A6� (CMU�BHALLCONPDRMTOASTMC�.WOOOSt[4LL�PRESBUIiE-TREA'fEDYELLOYY8O1lfH�IP�WR+tANSGO'0A. �•a • MLMTBEUSED A WOHALLSESMISANDBEAMINWUMOP.128'THIOLSTEE.ST UDSTOLMAWWMUMGRAM$$ANDAWija(i16 2"XNXarMKLLSIX�I IN PASS. GAUGE},STRUCTURAL STTML.TO SE AT LERST.12r THXAL A8)ASS.ALL ANCHORS INTO METAL.SHALL ATLUAST S SCREW •• • THRP,ADS SEYOND THE MAMUAL A.LYPIRf LL P&L FL P.t=,tS8XJ08 TABLE 1OA ea•mmt Taub ��g Wk Or or n4Aa14 � �! OOb ob Mb ob -sob lob 18ob Wh 'Nob 59988.' Lof 1 94M6p L-ft taatb0 L-ft ta•6� Laa•np L"ft E. ft Looft talft "Oft ton" 14601p Loft IWO" too" M Jill III it I I I I I It h I 111 1 1 � of 44b 9140 t0W 648 as 1"I 744 IT" 478 I Aa0 I me I= 609 pacl= ila0 8m wag tie N4o of 1740 !4W 640 an 170A 940 9780 68 1900 im 60.0 844 facl!40 me a" ob im 90 I= w Nag 060 1Ta0 ON 790.0 1740 09D I 1P40 lift Ua0 M1 N40 YO8 N40 •n t7a0 "a !Tall M I= fm a" Om 4760 "a t94o M 1HIo 4901 ila0 090 Oamb "NJ 94P 11"t as 170A M Mal 899 o" 11 f=1 OM 040 970 N40 P88 I= 1618 1Tao w il40 1W1 am IN "" go ""I 960 Inc San Immo =I"" 091 1MA 708 Mb 60.0 9!D Mel so 660 on mol 841 il0.0 H1 MCI PM I= 1940 fm 6o 140.0 UW4 1740 08r Im 16.1 7440 N8 !Pall 11 ila0 I eel mom IMA 461 im 000 1900 M Gob 17x0 t4N 001 701 w 400 1940 w 1760 1810 1=1 078 Mo Mil 170A 814 1740 fast 1740 4o 1740 M 60.0 10 !MA me =5 1740 M78 IMI 10 I 1MA o!9 1760 SM ob 170.0 490 ff"I 948 !Tall 111 9740 00 170.0 9808 "WI 4o 1740 4188 1740 ow 1TOA 1810 !940 101 !mo Im fmo 114 7740 4651 I= "a 1160 400 vul Im Na0 4470 ila0 1il1 Mb ila0 874 !MA 780 1740 9100 1740 = =a 1801 il0A to8 9MA M Nab 100 lino 1AM M 1198 1MA tw 170.0 1410 no 8890 1740 9870 ino ov w"I 1490 me Mil MA 940 7213 1740 1069 17Q0 070 il40 9418 17x0 1004 I= 1400 170.0 M 194@ 1M0 /MA Wo Mo 1910 640 100 '170.0 410 1740 !07 =a 8lAW 1MA 94o 1740 M fta M 1940 Mo 1740 IMP 7001 9740 11Ti 1740 w 1740 !8N 1780 4080 1740 t6M 1740 1404 il9A !7M N40 124 i70.0 2w !940 "1 n" 1740 " iM•0 MIQ N0.0 10 fm 090 il0A 1M M M !750 Im 78b 140.0 111 640 w inq 1881 IM 1110 !MA 18H iMA wo !MA 1M4 M to8 640 '1014 M t4I4 1P40 NOA im !7910 M me = I= 0840 1780 /7PP 9740 Mo ila0 170 00 17Q0 180 17TW 1144 1740 "W IMO 148 00 1110 9MA Olo 1ra0 4W6 iTOA too Mo 4501 Mo on 1740 290 Inc /1 170.0 8988 N0.0 410 140 041 1760 9M 1069 0418. 9Pa0 884!_..._.. ...__-48b"-144 `14 -17x0 /01'.,fto 171 -ift fa51 1740 1*-ft--a n mo = i70A 6M ima- Na0 m N40 m M me 9�.0 SM il40 9= 907.! 900 14"-2"-JIM- 970 10.1 Mo � 16b ila• 111 640 I'm MO 1819 !Pao W 1M•0 801 60A = 1760 oi0 lM:o 8048 toA 47M 9760 2vt me M 8709 WA 4o1 1068 4TM toA Tl44 177 a7M I%d 8W0 911(0 4MA " 1940 1400 N40 10 1740 1M0 1740 240 1MA 108 1740 4091 640 84W l01.8 282 too 29W 1060 am am 4106 ePA 2m 11 2W0 06, 21M 1064 = 1719 170.0 !00 1940 810 9740 784.4 4 1Q4.a 1@04 11!61 = WA 104 180.1 9W WA 10 la! 42F3 BBA 1K to 186.1 1004 NlBA M40 1018 tOM 161 me 069 1601 "A w 742 194 867 18W tW8 � 724 168 18.0 1600 00.0 too 447 1891 44S 10 iMt 1004 444 @08 Alrollor 7aM ANCMORDNACiTYADAIST TF RA: so-ow" =04010 a6k (DPm)%�MiaTi10NOAP, ./eAA1CHORf84P Lm ATWWrJpft*ft Ao*a W'8bo UM= jWMwi0fawe •1'Wae{otr000 tMt0eyl4bnma 11 Ori�fOoe VE'88®ae 8181M 8181 80M T I ww T A i1 ASpWMe 6auRW eaaw S•a� CAPACtTYREOl1D` 08TTARdTHE t 9• taro• ! ACTUAL PRESSURE FOR M own I =I Wv 010 Mot 11402 ft wwx cum I =ft OPENING.WHEN IT FS LOWER THAN THE MULLION 4 WAOL"20 04&W 64m r M Ib =ft Mft tw4ft MOO ON OAF'ACrfY(PROMT9rETABL6)OPTF SE9.HC'iED e aar 17 Op M MtpJtON.9TN�1 YINLOAMINIMUMANCHOR __0WWAQQ1GQWAflPM*MW MOO ME• r M 1004• Ib Plow 960 Neo 4mft zw ADDITIONAL ANCHOR OPTIONS FROM THE 4 ar r4A lay ANCHORCAPACITYTASLE.NA �a•6p17ttSa Fl s 0• S � r � x41 m4 I F•--&tOC'--d SILWOMMM, No= I =a=I mum M= mas moo i 1 9• B 1s rx FClIM@ss FlOUAH4r 90 9:F10tIR@'10: btu �luuurrrr ft o e • • aft ee •• o0 00 `�� 0 0 0 0 0 • o o e e • o e •o •o e e • 0 'ALL SHERT 1 FOR EI�TRUCTIONS ON USIN®THE TA81E SANDSFBE'T22FOR WOR MATM f y�C6N3F'' LOAOINb.8�8} 48 24 FOR DRAT.INSTALLAIM METMDDS. `�•" 1 O e a o 0 o a 0 0 0 0 0 • o o • e• •• o e • e 9)LE�IEAR WtE WM ATION�fWEEN M(!LL LENOTNS NOM 01 8 WOTHB MALL OWAML .; ✓k NO.$87OB o • o e O o• • o e o •• • 0 0 0 0 ALL MULL ION CLIP FACTORY M AN�UN HOLES,HOLIgMAy �( PKllrtffi 8 L Pam T. IN THE FIELD FO LOWING DMNMWWSHOWNCN SWEETS 18•x. o DE. ANSLB 9LL CM TE SHALL OMFOi M TO Ap 8018PECIFICATIONS.H0UXW AND W�Ut-FLLED 1t�CLP• • • • • • • • 1Moms THEOIL9 TOBE'AM�UNII�AOEAL�r SEStWWANDBEAMPARIMOF,OS• �� .18E SE AT LEAST.128'THL�AND ASS.ALL ANCHORS INI,O METAL SHALL EX'®� A• • • • X64 THREADS BEYOND THE MATEWAL 4'� A LYpW i�L�R.P E FL P E#lSS70S TABLE 11A QOb 0b JDb a0b i0b IOOb 190b tbb 1eb 1.79`%4.17 uwn L4aWn2 Ia9Pa0 IeaO+n g Loft L-ft L-ft 406e9q Lteaq Loft Le4WA9 Loft -ft @ a Ina 42b 1469 020 W.O 420 iffi0 Q2a 1449 410 180.0 ,W 190.9 41A 40.1 01 WA 41110.1 620 1041 411 781 1i61 I 411 00.1 529 1061 411 ete too 261 411 49.1 10 W61 01 Oft 949 wo "U = eae 403 OCT Ot0 Mat aa9 eoA 40a etA M e47 70.1 o1e 44o as T8a eta 4oa 4W 74e 914 a6a 98A ale 049 40.1 vas ea �e26b 02a 882 91A 801 040 W 740 ON US $02 M 206 01A 3U 02 = 40.7 000 060 20 1LII 0 840 2a0 eta a02 e46 M 944 OIW aeA 960 20 a� e6a � Oeb 0A 919 7L1 # 60.4 910 069 981 440 M 0.7 209 404 a19 '4U 26e 0J eW p.0 2M 70.9 OW 49A ,010 240 eft 441 = 01.0 eW 461 2W M 010 4M 010 8060 4" M 60.1 219 412 4" 014 0.S 269 40.7 91 809 0A 20 2fA 069 m w 960 w m 240 m 02a 201 1t7 260 890 201 1A 2a9 099 901 Cab �7 2ai 4" SO s49 064 a41 � 046 Sae 067 192 20.7 � "T 10 raa II01 0A 1M stn Of 249 W4 VA Sae AS w %3 2e4 20A = *A 264 tae 18 Wb af2 OW MA Wa *W 01 e1.7 199 tae 219 948 170 240 21 09A 179 me 21 Al 170 149 010 047 In wh 0/ 282 10 W,e ¢W 240 168 "A 2W 240 >W 7219 20A 170 011 /6 949 190 20.9 160 20A in gas to ttA M WA 147 140 rig 917 1M lab >mla 101 264 uo aaa tat a1a tar 17A Wt WA in '12 11 9.9 1% lab 22A 181 246 lea WA in ie9 tat 1i te9 V. W Afficaftl HOW=AMdIM Ti+INa .Ix{ CMXIRCAP......1aANCHORQA(+. ILEL 6M 0�'6660 11P99igao aNe"Hioo 114.096200 0190140 M79Bb41 eW80141 MULL ► ,,.,,„„�A1m71 elppawn 8fi6'9imWa004 ttr9roollOA� 'r a r r a 4aa UW CAPAOPIYREQU9W. • TO AN taa^ t ACTUALPRESSM FORTHE 4 OP00A WHEN IT M LOWER 11MM 176E OAPACTIY(PR�9 THE TABU OF THH SffiBCTBD MUUMfWL6.YMLDAMNO ANCHOR Ot�AC67Y WF61CF6 MAY�USED TOQUALIPY ADDftbNAL ANCtEdi OPTKX�FROM THB ANCHOR CAPACITYTASLL TM6MA NOTE 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR DWOMA47WN ON LOADM SEE SHEETS 4.4 FOR GENERAL MWAUATION METHODS. PAODUC9R1lYMBD a w4D01sFs FKWRE 1: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND IO R OPHNWS WIDTHS M A LMABLE. A W... 3)MULLt�1 AND MULUON CLIPS SHOWNARE NOT TO SCALE.FOR ALLMUCUON MAYBE FACTORYMACFINED,ANDCONTAIV UNUSED HOLES. MAYBE DRLLED I4 7.119' THE FIELD FOLLOWING SHOMON SHEETS IM ANGLE OLB6 ML99T BG U8671NPAI L . 11 4))SS ON" RMT01�S1SPECIFiCATi0MHOLLOWAtOt�U7-FILLED � � idNU)SHALLt RMTOASTMM.IM16=OIAU.B£P E-TiWATED YELLOWSOLMIERNPI WffHANSGCFD&MAMMWPIA.BE T8ANDBEAMMMOF.'189° THICK STEEL OWN TOBEAMBVIINUM GRAM 83AND MrTFIpf(1SeVio j.STtnlCfW4LSTEELTOBEAT 1.2VXZII*X.UVMUMM 0LAST32VTHOANDASLALLANC WTOMETALSHALL M(TENDAT LEAST3 SCREW THREADS 90VO D THE MATERIAL (I P9MU1LO) .$BTOB t� _. A.LAW ,P.E. FL P.UUM TABLE 4?A Tams Bab Gain 786 04 In mob is4b Iva(on lob led OSIAL BAYMULL Jill 111 1 1 111 111111 11. 111 11 11 fi 11 111 1 � ffi 1 111111 1 if 11 11 1 l 1 i 1111111 1 i I 1111111111 1 111 1, ill 1,[ '•b "m W ff"I W 96e 944 ttRa 47e 1700 OB8 1740 016 1m0 as I f1&0 am fmD its I f1&0 031 940 110 Mal m Ime us fine 1631 pul tt96 Mal of I 4m1 9b me 621 *% 11&0 906 Mal pt I 99.0 660 tt4o bat Inq 992 I 41&0 I no 114o tusliftol 001 ma am 1740 a"I=A "n 1900 m 1849 103 1900 me mul fm t14e In 11su 401 1m.9 eeo a mb mo 7114 4700 on Ime 00 1900 = tmO mot tt40 I as me 196 a" 929 Imo 00 Mal 7J9 fou tae tt00 766 Ims %a 90A Re IVA u" 1740 106 9010 140 a" 706 sob ttR0 m 1ma et1 Ime on 9119 am ima "a 946 fe9 1740 toss me = t0A 1em 7m0 M 14fA 1968 1ma so 1164$ t&n t1&D an 1961 1a tmo on eo9 f36g 1749 061 0b mo sm 17oA 799 7roA tem Sm 997 WA 110 1m0 070 440.4 1398 11&9 944 I= 110 049 09 4704 t90 41bt 904 W.4 we 4461 of s" we fort to m1 am 9b.1 In mb mo ego 940 716 11&0 1tx mm* w 1181 tt6D "as ao, 11211.4 1100 4969 0% Im HBO 444.9 06 tm4 100 4611 OMI WA 410 1267 m Pot HoD 13x1 090 067 4199 ffi3 em �$ 0601 tt40 of 4740 91& =4 00 10aA M 019 I= 4160 on.14rA 00 Oil 00 00 100 1164 OW 014 00 HOA an 701 1010 WA 481 1&6 IM 0161 110 am 00 1997: as 3 71b 4me 610 147A 704 19A on im 7119 H0.6 80D 1464 794 ISO W 1000 972 743 010 US M M4 os0 B63 709 067 w 7R4 Obi MA NO 7U 00 40 00 X41 M rob t1i7 710 1964 00 60.4 Tao iBOA 1696 o60 no as ml 7 oo 710 064 1511 o" 70D 769 40 09 m0 71.9 036 %$I 120 at 011 41A 700 0&1 100 0d 716 US I 611 LL »b 9'10 as flow off on m 0.1 to 761 in 064 m3 409 90 19.1 /."IOU M 70.6 611 664 760 m.7 04 4161 909 s" 6114 as 90D 663 IN &O 70 me on _!e + _r_ > ae- 1641 -N -US --461 -m--169 ss 444 gee -at- aes A- ep tit $ �9 9169 aae 6916 s+e M3 -- --- — — mb 014 4% 01.1 418 40A 1116 mA q24 114,8 43i g7,t 4pg ,qb gag ,� 86,9 40 90.7 4m 889 Ie0 9160 4m 96f 406 11.3 4169 119.0 081 164 340 0D 10ob. 41.7 891 410 sm aLe 1691 in 90 as 0t 41.1' s0 m.1 841 37A 899 m9 01 109 689 160 691 114 19.4. 801 147 931 14.4 8H ttA ste LrL 11th 0 A 8m 909 m6 m om no m 97.0 1670 466 ffi0' 140 070 1616 02D 3L4 a?9 119 00 149 090 364 413 00 8m 161 00 Into 0.4 m7 069 Mims[417 969 904 2" 817 914 960 1810 169 0.9 149 817 tt.9 190 O 1'Nb ttA � ttA 198 C• CAPAM AMIUSTMEPIi'FORMULAS VkOftsb T4bte (ANCHOR tMP�� 6 °�%`MULLION P.AP �°ANCFIOR CAIt.,° AtrolmrCRpPatlerrm AN0 0iM"taeOW 17rBHel111m01 >YPo'taaoise 1+rt2�egb09 W 84EeD IPSID W"'i 41901999 9G 611064d USE THIS FORMIRATO OBTAIN THE Million A7 iq�a6 A 4m61►+66f 6arwu &aa1R+61 CAPAOIYRECitrRRED•CVpBfCRTC9AN 1fA° r ACTtIALPRESStRtEREO1R 6TFORTHE 1 2` 1 Fur a Y sw gob O+BNWO,W rreLOWERTHANTHeMNum ff4w MCI � CAPAC:nY(+YROMTHETAME��THESELEOTED 406 1 4 8..6' rBA /come 70m1 7W 1 BI4 � osBiett MULLIO6.11'WB.LYBE.i9AM81NANOIIOR S aR 1e6Anob t me 6• 0mme me wwl CAPACITY WHICH MAY BEU80 ToCAIALPY ADDITIONAL ANCHOR OPTIONS FINN THE FIS RtE 1: TABLE+BOTBS ANCHOR CAPAC+7Y TABLE. • • I)SEE SHEET 1 FOR iNSTNUCnON8ON USING THE TABLEB AND OHM n FCRt 11401MUION ON LOADING4 1�i SE8 BNEET844 FOR COAL 11WAUATION MIETt%M FIOURE2 9)UNEARWEMATMWMUNALUURMMAMMOMMWWMISMIOWABLL 9111u+t+r++l, • • • • M DIMENSIONS AYBE PAC TOgY MA CE A ND CONTAIN UNUSED FOE }gIEB MAY EET818,ft 1�83 MULLIONAND MULLM CIPO SHOWN Mffi NOT TO 9044 FOR EWCT 4C ,MEG 66 ORLU D IN THB FEW FOLL&NING i SHOWN ON SHEETS%M w F!!OlRE� 4)SUBSTRATES:CONCRETE SHALL OONFOUB TO AO 301 SPBCOMTTONB.HO.lOVANDC -MM LED =*r Ma 8878 CONCRETE BLOCYC UWr{OMU)SHALL CO6FQRM TO ASTM C$R WOOD SHALL BE TREATED — • • • • YElIOWB RNPINBWffHMSOOFO.O.ALUMRrU SWUBE8083-TBAfDBEAM8 1M OP.12V Gl — MM STEEL 87WB TO BE AMIINIMUM GRACE SSAND.OW THICK(18 04 BTRUCTI9 I.BTEEq To AT %� �Rt�• n.:��w LEAST.128'TH+CStANDA�.ALLAPIOFWRB @R1OMEfALSK4LLEXTMATLEW3 T BEYCND h •, ` • THE MAiT�. ANGLE CLIP(FIG 1.4 MUST BE UBE0IN PAIRS, 1 A. lot I%%,P.B. F!P.B.ft 88TH -� 9.o�pJ' j-- -•^{ 1,000" h".- �+-9.288`-� �� a26' I �j 1� .926" 2 27R" t28' a1 .9if3° ate' at 2Otl0 A26' d .2B8' 2.918' T 7 1 i �6 1'XrX.IWMUION 1'X2"x.378muLL" Px2.76'X.878'MLLWN t'x&76'x.WMUUM PXa126'XrMUU10N tArx& VxawMiA,L= 1�'X211'x.t28MtDJpra WO&TGALUAL 003-TOAUTAL G82-T$ALWL n� NALLU Bo.R-r6mm 6 *$am= x ptt xa�c7ta9 xssts9toN IL �y+—9� {--1 �I f•-.1�6° TABLE A t Tom r a":ve w"I ft?swatm. 11 xr X TIWit 2. 11 ��TSA A 18� x-SeoTiaJ B 2AN 1°xr X.1r t 128' c 0.888 Ahm*wn 12V .» — — — --- - ---0-- 74D-- - - - E Awmh 4 12r .740' A 1.126 a 2AD4 1"XrX.37B --6.BDa' curw�TO 876" c CAN Akoldnum t!iffiA7@FROUP,B86 MCI Q 'MIN. --toor "'� O MAOD ihbe ll ► 1.18" E ice „ A 1876 _ w _ 8 9.000 1"X2.76'°X O' G812' c 0.767 .376 AWftn 0312" '. aQ�'MBtl D 1.116 Tt"Mumm 2>NAt E E .4>0 - eoestt Q TORIEW A 1.312 a 3.000 1°X278"% .sae"MIM v'CLP TABLE B 0 ONE A-OW T& D OJ988 Ti n 6600' MU HUBabo"donohm* PD1P.rt• E A60ML mwmnwmw Topyaw BeNNlon 8UJ.4Ip OR884CDP �P_ A� A II.00D 1'X2°X.!28!'(8) 8 gii 3M 6�1118M 6603M 8OM M B 2837 1°Xa1�"X !lo I Y X2"x.37 ro) 886008 66811AM 8081119M �MN 88042M c &669 .606'Alien 1.18" D 1.137 TWO Ud !'%278+'%.378°(n 88807 868 E* limm 8882 m 86881�YI E A6DMbt t9tt J N!r e s92' r 1°X2.78"x Aw m 88S 866118M SM121M W246M 88�t4M UA" 1"X&Urx.v� 80037M 8681l1Mt1 N81114M 88�16M g ,8lBALUtt 3262 !.26'x3.!88° �� J� •'...*� ' !.26"X3 8e°X•�"(12) �641M B80f117M 8�iffsm 888241M 888618M O 0861 XZ�°Ahen *.. NaBe7o8 tw XII llo x.1w(f6) OEM N/A NJA NJA 888617M O 1.762 Tdm Md E .4m Min cFP8E7 .128' B !.28"x2.!1" ;�oi UAgTEt .748" 1)AU WA ON Ol M MAY BE FMTCRY MAC AND OMMTAM WJM MfX.EA.D:'NMM A !.813 .121"Alum �� E7OR►d`.•'•��•��• TOPVEW HOLES MAYBE DMUAD IN THE FEW FOU NS GNEN(W lM SHEET. Tube i"SItCiHVA4 2)SEE 6HW6 2.4 FOR GENERAL NOTAL1ATON METNOR3 a LYNp4 M P.E. FL PEA GOO TABLE E MW Dlnwn4ton POTPort# ~#) m " S cap tamp AIWO CUP QI I d b rX4RX.W(13) em mmm summ swim; STANDARDCLW U-CLr MANUg" M 000272M OW113M Id rxirx F4 ON SON62ORM GMTSAUML ONPOAUSL SMS-74AUAL zoow x4off= x4som 21 X-SEOTM l)ALLMW=OJP$MAY 13EPACMRYW4HNW 12V .121P AWCOMMUMMMOM FNEMW HOLM MAY OR DRUM IN TM MD MLOWW T smr"Z4 FOR GENEM MWA"T= SAW L 24MWW sm SEE MAL P, &OWMIN.O.C.—I xr MIN. SHW4 Ma 0- 10-7 It 2A W O.C. LU 41 MP MO.C. I I f- - sL L �—1 a4w-4 T O2MW r V w &OW rxcxm ---- --- Sir -3AW OWTOAUML X40M= mr I L 0 0 Q-1, 11 1 11 Lil I I 2:wl r L- STAMMCUP 003-u4LV MAM"MUP ONMOAM TOAM SMAUML TOPVEW TOPVW Ilk -&W RON& cvrm=To Turvew elm on DUAL F. SNEU4 MA t. 0 ,4 ol • T— omr MKO.Q PROD=Fiw= -010 omptyftwodwrbft 4Mr SAW 5A W 3A38" rxrxlw 010 . .......... MULL= SMTO ALM MMOTION X5• 0 111 off A OF w ar MK O.C. U-CLP STANDARD CLIP 003-%AUJK MANGLECUP PIONA%o OMMALM GMTSAUAL /it TWVIEW jum Topvrw A.LYNN"P.E. FL PEN 88708 j , MM MIAW-DADS COUNTY,FLORIDA 3 O.DADE FLAGLER BUUJMG BUII DING CODE COMPLIANCE OFFICE(BCCO) ;;-. 1 4GL PMT,SUITE 1107 PRODUCT CONTROL DIVISION /r' i FLORIDA 33130.1563 (305)f37 I� M(305)375-2909 NOTICE OF ACCEPTANCE(NOA Amarr Game Doors. 165 Carriage Court W1=t0n-Salem,N.C.27105 SCOPE:This NOA is being issued under the applicable rules and regulations governing e{use of construction materials.The documentation submitted has been reviewed by Miami Dade Coamy Plw-a-/ Control Division and accepted by the board of Rules and Appeals(BORA)to be used in Miami County and other areas where allowed by the Authority Having Jurisdiction(AM. This NOA shall not be valid after the expiration date stated below.Tl�ie '=Dade County Product Control Division(in Miami Dade County)and/or the ART(in areas other t1 h4i i-Dads County) reserve the right to have this product or material tested for quasi pur€p�ses.: this product or material fails to perform in the accepted manner,the manufx ct tl .e pens of such testing and the AIiT may immediately revoke,modify,or suspend the ,se haroduc bra1 within their jurisdiction.BOl2A reserves the right to revoke this acceptance, it is t air ed`by Miami Dade County Product Control Division that this product or material fails to meet tI requr naents 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: Model 9so Heritage 2000 Short,Lori ash POWL APPROVAL Doman:Drawing No.1RC-9509-1$9-21-I,Sle=ets 1 t arcugh 2 of 2,titled"Model 950 Heritage 1000,2000 Short Panel,Lang Panel,and Flush Panel",dated 04109/07,Prepared by Amarr Garage Doors,signed and sealed by Thomas I..Shelmerdine,P.E.Bearing the Miami Dade County Product Control Approval stamp with the NOA number and approval date by the Maim Dade County Product Control Division. MISSILE IMPACT RATING:Large&Small Agile. LABELING:Each unit shall bear a permanent label with the manufacumes name or logo,city,slate 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 perfOr ance 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. ADVER'T'ISEMENT:The NOA number preceded by the words Miamm--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 shalt be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1,evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. Apia NOA No:07-061902 ° Expiratlen Date:September 6,2012 �l3�v7 Approval Date:September 6 1 Amarr..,Gmw Doom NOTICE OF ACCEPTANCE: EyID,Ptt S„ UBM1,TTED A. DRAWINGS: 1. Drawing No.IRC-9509-189-21-I,Sheen 1 through 2 of 2,titled"Mode1950 Heritage 1000,2000 Short Panel,Long Panel,and.Flush Panel",dated 04!09/07,prepared by Amarr Garage Doers,signed and sealed by Thomas L.Shelmerdine,PE. B. TESTS: 1. Test report on Large Missile Impact Test per FBC TAS 201,Uniform Static Air. Pressure Test per FBC TAS 202 and Cyclic Wind pressure Test per FBC TAS 203 for a 9'x 7' Sectional Steel Garage Door,prepared by American Test Lab, Inc.,Report#ATLNC 0326.01-07,dated 05108/07,signed and sealed by David W.Johnson,P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subject to Corrosive Environments per ASTM D1654&ASTM B 117,prepared by ETC Laboratories, Report#ETC-03-816-13287.1,dated 07/15/03,signed and sealed by Joseph L. Doldan,P.E. C. CALCULATIONS: 1. Calculations prepared by Structural Solutions,P.A.,Project 07-019,dated 04/18/07,signed and sealed by Thomas L.Shelmerdine,P.E. D. STATEMENTS: 1. Code compliance and no financial interest letter issued by Structural Solutions, PA.,dated 06/06M,signed and sealed by T.L.Shelmerdine,P.E. 2. Notice of Acceptance request letter issued by Amarr Garage Doors,dated 06/11/07,signed by Danny Joyner,Applications Engineering Manager. E. MATERIAL CERTIFICATION: I. Test report on Tensile Test for 3 Samples per ASTM E 8,prepared by Hurricane Engineering&Testing Inc.,Report#HM-07-T682,dated 04/19/07, signed and sealed by Candido F.Font,P.E. Carlos K Utrera,P.E. Product Control Esaminer NOA No 07-0619.62 EVIration Date:September 6,2012 Approval Date.,September 6,2M E-1 D' ED Ho MN F.12 TrPICA Tt2'FDtT R S 1 TYPICAL DtRMOVE Er WNM 2 cm ft?V4-20 N 8/S'TRACIC q SOW R'TRIq$f IWO Y SPLICE�.T JA qR "T TRACK K401JNTING DETAIL ILYA a • S CR 3 5/D' ATTACHED 5/D'HEX ATTAM*M 0)1/4'■5B' PER rARRER EVS T�RPrK Qt�TFi MS O EF-11 TO sm L=BAR �i1r2iAt.T ATTACN V/t�VY x V4'Ex HEAD SCREVS TYPICAL N*6$AFE END IiDL 3 a& x eE DA F SECT= z HEAD R-TRUSS AT1At D(1) STEEL KR SECTIOI V/M V4'x 3/4' aIEAD SrREVS AT EArtH END 8TItE AZm t3,f AT IRSVERUL AW flHD STR.E AND CO AT EMFI CENTER STD.E E•MA,STRUT ATTACHED V/MICAS Db Vi'AT END AND CENTER STAE A DDTTWI SECTI®9 ATTACHED f�4 iHEK HEAD rSCREWS V,(M V4'x 5/@' L.10 DAt1 RETA4�RV 13 S NtAL4tET A1%R A TFDffiAIED WAFTS PER RIDJ.ER ^E GTMl,L A-A(ME VIEMIi s MM -rm in I AL MTTI WA KET . �Y OF R.TS. �....s?;E C, �40 '� R A9�Matlt16Pd�2 YY� 9B '!x.. :YRCG! V r Y;v~:isr DEM LOAN LY. +37.0 PSF -87.0 PSF A AID) u Mmldimwwmftcz MEL 950-art Palmix Loss a to Y[asb Pael SRI DEW SO om wAm Raw 6 I Dyer "Ion 9y0' m-MM-1116-21-4 SPECIFICATIONS AID NOTES TABLE 1 TABLE 2 t.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED To THE VERTICAL JAMBS. DOOR SECTION HEIGHTS ATTA NT $ THE HORIZONTAL� I CEIYE5 NO PORRON THE LOAD HEIGHT 13"1 #2 1 03 #51#8 1#11#8 HEK#i1 A 8 I C D E I F 10 1 H 11 1 J f K I L N $ 2.EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF &DOOR LBS/FT Ec ARE-301Z WILL LBS/Fi 13'8" 21" 21" 21" 21". 21" 18 18 2t" T 8 14° 2T 38" 66" TB" 3.DOOR AHD HARDWARE 1LWL�DESIGNED.MANUFACTURED AND INSTALLED PATH STANDARDS AS SET FORTH BY OASMA. 4.DOOR SECTIONS SHALL BE 24 OA(.022)MOM.EXTERIOR SIGN 12,I 21" 18 18 18 18 18 ROLLED FORMED.0-40 CALVANIZAIM W/BAKED ON POLYESTER FINISH - a DOORS IIPTO 7•D°MGM CONSIST OF(4)SECTIONS AS SHOWN. 11'8° 21" 21°1 21"11 B" 8 3" 1 27" W° 4T fir" 6 78" 6B" 100" USE(T)3 5/8"R-TRUSS PER SECTION AND(t)2"20 CA STMT ON BOTTOM SECTICN S.ON PACE 2 (4)SECTIONS REFER IO TABLES t AND z 10'8" 21"121'121" 21° 21" 10 14"127-1 36 141riWIWI 7Vj8rj1Wj 1 112" 7.WPORINO STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A R£GSTRED At ENGINEER FOR LOADS B6" 21° 18° 18 18 18" 21° 11 3" 14 27" 3r" fir" 68" 7B" 104"1 124" MIICARO ON 1Fa ORATIINC UN ADDITION TO OTHER LOADINGS. WITH THE E PROD DU 7ESDES WAS IN ASTMANTTAL� 1" a 1" 17 3" 14 27" 3r" 48 fir" �' WITH THE PROCEDURES DESCRIBED ON ASTM E330-02.ASCE 7-02.AND FLA.BUNG CODE PROTOCALS TAS 2D1.202.203 WNND LOAD DESIGN C. THIS 13 3" 14 2T 36" 4r" Sr. $g' 78" 88° 7W"114 171° 134 148" 9. 1HIS APPROVAL REQUIRES THE MANUFACTlMER TO DO TESTING OF ALL AA MM"MUUbI O F 2 SPECIMENS SHALL BE CUT FROM EACH Cam. �' NORM pAl BY iHf E BMAYCRIRER. EVERY 3 AWPIDS. TiME4 A FCtNTHAT THETOSENS WEIO 9ELECfm FROki MANUFACRI�R pRODUCTIDpX FACRftlES. AND A NOTART2£O M THE MANtIFACTUI�R THAT OAO.Y COLLS WITH YN&D STRENGTH I OR MORE SHAII.BE l�D 1O MAKE DOOR PANELS FOR�t'DNIS NOTNCE OF ACCEPTAt�. a a%FLAG B&ZW ATTRCI�R aJ ssnp V®Jere Vi L91 am X9A%t-9iB' TOP SE lON ZZama m Tp"Vol m 1/4•-EO x a Ta�O%SF=XLn NO!MILS IMPACT GLAZIW FASTENER MT.S. GPL14 1 AT Tree LM US LAS aQ1414?-02 (>)a , _ A ]MIME SATE SECTIOX YpX 8'x14 ZING OPTM N XTAIL 09M LOAD' +S7.O PSF S ^87.0 PSF iAOa�I.T AT xfA�-m.N1re tJi ec:e7.•PV!}'.�y WFtd[Y� v , AT EA,JAMS T G&V"m WEaR MACT Va'®V nLvc 7f N >a aA aM1A BTm. BAL.V s'rm_Fxttr=&PACT vaMWt ARAt6 A'�3'ctl:&_l�i� �' .P,FL+r.�'Eda:'r :saNbtJtw A'17APa9 l t/4'-40%a/1Y' T TI of"STm.�t&00 S9is:?i::r. flail TRACE a%A.Y T a NUT y��gpL�y LA�p�p r3Y_ ANI'Ji - !iN.Na PSY MfF1lA'f6tTED t&tl8 \ WHO INTERIOR OF GARAGE _ MAX WITH Or z T• •% TTwE m A a W64•x L/8•SCKW-tan in AASIEM 9EI'MIM ftaM M%,aED YOGI;(.1180 AID11TAli$IOOD.8000 vmm nwc m Tw AMmy DES{ON LOAD9 �LOrt Panel.Long PIM4 and Rush Panel 1AACC coNPXwRAtIOaI FOR ee"LIP m 74'TAIL 00089 }3� SEE NOTE 2 S� 6Mi►6T om sop SECTI 8-$IMPACT 11iNL01!XXE_j�ll. 8 A O o r, ml OLI 91(D/W IRC-9WIW21-� DICER'6118 L PL It aA M6Y92 9$T 2 w 2 •