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RC-17-1288
Ica U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: FORTUNA HAUS, LLC. A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 910 NE 99 STREET City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 11 & 12 BLK 80, MIAMI SHORES SEC 3 PB 10-37 , Folio: 11-3206-014-3410 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25.8662556' Long.-080.1790722' 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): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes 21 No A9. For a building with an attached garage: a) Square footage of attached garage 570 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 34 c) Total net area of flood openings in A9.b 1408 sq in d) Engineered flood openings? ❑ Yes ❑x 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 B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 12086CO306 L 09-11-2009 09-11-2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: 811. Indicate elevation datum used for BFE in Item B9: ❑x 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 ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 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: 910 NE 99 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction" ❑x 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, VI—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-400 ELEV.:+8.28 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.37 feet ❑ meters b) Top of the next higher floor N/A ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑ feet ❑ meters d) Attached garage (top of slab) 11.00 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 11.28 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 10.5 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 11.2 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A ❑ feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number —EdTa"Mo—M'S05r6z 6313 Title Professional Surveyor & Mapper Company Name Longitude Surveyors, LLC Address 7769 NW 48 Street, Suite 375 City State ZIP Code Doral Florida 33166 Signature Date Telephone Ext. 07-17-20 (305) 463-0912 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) JOB # 18039.0.04 Geographic coordinates as shown in A5 were taken derived using Google Earth applications and converted to NAD 83 using NDAA VDATUM. C2e) Refers to the air conditioner's lowest concrete slab located at the West side of the building. Highest crown of road (NE 9 AVE) = 10.53'; Lowest crown of road (NE 9 AVE) = 9.85' Highest crown of road (NE 99 ST) = 10.65; Lowest crown of road (NE 99 ST) = 10.53' Highest back of sidewalk (NE 9 AVE) = 9.61'; Lowest back of sidewalk (NE 9 AVE) = 9.22' Highest back of sidewalk NE 99 ST = 9.94; Lowest back of sidewalk NE 99 ST = 9.61' FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 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: 910 NE 99 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—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 1-2 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 or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 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: 910 NE 99 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ❑ feet ❑ meters of the building: 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 (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 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: 910 NE 99 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 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. � It 7� �y •• LY i - ,- Photo One Photo One Caption FRONT VIEW (07-15-20) Clear Photo One dommo y�A 4 Photo Two Photo Two Caption REAR VIEW (07-15-20) Clear Photo Two FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OnnB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022 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: 910 NE 99 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 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. F„ -. Photo Three Photo Three Caption RIGHT SIDE VIEW (07-15-20) Clear Photo Three ,i I Photo Four Photo our Caption LEFT SIDE VIEW (07-15-20) Clear Photo Four FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 6 of 6 f 4i, : + 31 A RM_ 'g N�i Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: NEW 1 STORY SINGLE FAMILY RESIDENCE, 3 BED, 31/2 BATH TWO -CAR GARAGE, REAR PORCH. Permit Type Building (Residential) Bldg. Permit No. RC-5-17-1288 Owner HANS & URSULA KRAUSE Contractor CANDELA CONSTRUCTION INC Subdivision/Project Date Issued 10/29/2020 Construction Type V-B Occupancy Single Family Type 4 Square Footage 3,433.00 Flood Zone X 4, t, Location If the building is located in a special flood hazard area documentation of the as -built lowest floor 910 NE 99 ST elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores, FL 33138 Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE 1. 1 Ismael Naranjo, CBO Rm i&k 6c-, . -,L 1 11s Miami shores Village Building Department Permit; 10050 N. E.2nd Avenue Miami Shores, Florida 33138 E-mail: JY\W_.k- Tel: (305) 795.2204 Phone: 23M - SZS -- 'ZoN Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST /Building permit card. Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form. E Certificate of Insulation, Certificate of Soil Treatment (Final treatment -original)\ CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." k/Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. ❑ Soil Compaction Letter (Density report is required) Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc) Backflow preventor certificate (Required on commercial projects only) Declaration of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO $150.00 • Residential CC $50.00 • Commercial CO and CC $200.00 R NFc_ZD A��►7Av� f F2c-y-'► -T+-ii� iTFiL? pF 0_6ccweA' A�w� 'Pt2opRi1' 1 dwNFSL STA-r,-IL., "17-ffL HOOVL WiL-t- Nu i Fi-L USED Rb2 Smoi.,-r (LFt.rTAA . Veq q vA T4"'Pe" A 7 V% Ce V;-� Temporary Certificate of Occupancy Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: NEW 1 STORY SINGLE FAMILY RESIDENCE, 3 BED, 31/2 BATH TWO -CAR GARAGE, REAR PORCH. 4 Permit Type Building (Residential) Bldg. Permit No. RC-5-17-1288 Owner HANS 6 URSULA KRAUSE Contractor CANDELA CONSTRUCTION INC A4 Subdivision/Project Date Issued : TJ j Construction Type Occupancy 21 Type 11 Square Footage 3,433.00 Flood Zone X A Location If the building is located in a special flood hazard area documentation of the as -built lowest floor 910 NE 99 ST elevation or lowest horizontal structural member has been provided and is retained in the records of 64. q Miami Shores, FL 33138 Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the ES Aft OR time of issuance this structure was in compliance various ordinances of the jurisdiction e regulating building construction or use. eN Building Officials Ap4oval rkj Ismael Naranjo, CBO TES V.4 tc) R 110 Not Transferable POST IN A CONSPICUOUS PLACE IL •mot 'fir S; _4 kji' N 4i Miami Shores Village Building Department 09102O 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 / / Tel: (305) 795-2204 Fax: (305) 756-8972 UNIFORM MUNICIPAL TCO/TCC INSPECTION REPORTING FORM Master Permit No. Q Miami -Dade County from Municipality: _�\G' 'tl' 925Municipal Permit No. (MELD): Job Address: \ 1p t1;:,:- ( + 1 • Unit: , Project Name: ��. �I � �Z.— Qualifier's Name: Qualifier's Phone ,'x'5 15Z5MJ Email: rA�� G► C 0I' ''""� n �o rI � Owner's Name: y�v5 ��� Owner's Phone' Email: �►� _p�S1:���11aL This Uniform Municipal TCO/TCC Inspection Reporting Form is used to gather trade approvals for Temporary Certificate of .4:044% Occupancy (TCO) or Completion (TCC). Once validated by the Municipal Building Department personnel, the form must be present at the job site for the field inspectors. When all approvals have been obtained, take the signed form back to the Municipal Building Department for TCO/TCC issuance. O1 Form Validated by % ",/ Jc,,�LN IZ Date! r� 4->� Bldg Dept Personnel: Print Name Signature E All "Required" TCO/TCC inspections indica d below must be signed "Approved" before certificate issuance Req'd. Trade In Na s PP 0 a i g Date Comments Building 1R ❑ Electrical ❑ Fire ❑ Mechanical ❑..,Plumbing Public Works [2,4 Zoning ❑ Other Important Note: The TCO/TCC is not valid and building and/or space may not be occupied unless signed by the Building Official. Occupying the building and/or pace without obtaining a TCO/TCC issued by the Municipal Building Department is prohibited and is in violation of th1*�� de Section 110.3. OBuilding Official's Approval: Date: lJ X 1" TCO/TCC ❑ Extension TCC/TCO Duration: Conditions of TCO/TCC: • If Master Permit expires, the TCO/TCC will automatically be revoked and the space must be vacated. • A TCO/TCC may be revoked if any action by the contractor, owner or tenant creates any code violation affecting the proper occupancy of the area. • Any TCO/TCC that expires without renewal or has been revoked can result in a notice of violation, civil violation and/or disconnection of utility services. • Other conditions: 04/09D I.OSFBOA Miami S Building pePartillage IW',0 N E.7nd Avenue•, Mum S►br �etly { r Tel: (305) 795 7204 r,.. I k"1di ` �, UNIFORM MUNICIPAL TCO/TCC INSpE�oN RE111,4 4yX� ` �kA M _ • Gq� lama -Dace CounNG FORM Masterumc � n' '� ZLJ MunicipalPermit by permit NoNo- tM9lb). frwT+M - 71 Unit! �� + )pb Address. G> qualifiers Phone: _� Nama;_ y, pusN�s Name Owners Phone _ Email:y 4t� Owns/s Name: Reporting Form is used to Father �o •� u CC Inspection Repo trade approvals for z Once validated by the Municipal Building pepan'nent emt�orary CeRiP�catt �,f This Uniform Municipal pleb TCO or Completion (TCC) approvals have been obtained• personnel• the form must be Occupancy ( ) When all app I take the signed form back to the present at the job site for the field iCO/ CCssuance. Municipal Building Departnte^t for TCO/ / I�.✓'�,�1 �j oate� icy �� Form validated 'y Signature print Name Bldg Dept personnel " q roved" before certificate issuance• coons indica d below must be signed ' PP � All "R�Ru ired' TCO/TCC inspe Approval Date � Comments 2Inspe s j Trade Na ignature rd L AOther _ lij alrks -•i� ` Important Note: The TCO/TCC is not valid and building and/or space may not be occupied unless signed by the Buildin official. Occupying the building and/or space without obtaining a TCO/TCC issued by the Municipal Building Departm prohibited and is in violation of the Florida Building Code Section 110.3. GBuild,ng G�fficial's Approval: O 1"TCO%TCC ❑ Extension Conditions of TCO/TCC. Date: TCC/TCO Duration: • if Master Permit expires, the TCO/TCC will automatically be revoked and the space must be vacated. • A TCO/TCC may be revoked if any action by the contractor, owner or tenant creates any code violation affecting occupancy of the area. • Any TCO/TCC that expires without renewal or has been revoked can result in a notice of violation, civil viol, disconnection of utility services. 0 Other conditions: Miami Shores Village ESTER E� Building Department Jul 09 020 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �� Tel: (305) 795-2204 Fax: (305) 756-8972 UNIFORM MUNICIPAL TCO/TCC INSPECTION REPORTING FORM Master Permit No. 1 z `/j —"� ^ 2S C Miami -Dade County from Municipalli``ity: �* C� Municipal Permit No. (MBLD): Job Address: 1 IC) 1"'C--7 1 Unit: 1 Project Name:��-�z-- Qualifier's Name: Qualifier's Phone:!c5 151.,7 CM Email: `�� �� / Owner's Name: JXk2EN� �1C Owner'sPhone�� ��T-/pL7j Email:�l This Uniform Municipal TCO/TCC Inspection Reporting Form is used to gather trade approvals for Temporary Certificate of Occupancy (TCO) or Completion (TCC). Once validated by the Municipal Building Department personnel, the form must be present at the job site for the field inspectors. When all approvals have been obtained, take the signed form back to the Municipal Building Department for TCO/TCC issuance. O1 Form Validated by AW4� 'y� Date! "L& Bldg Dept Personnel: Print Name Signature OAll "Required" TCO/TCC inspections indicated below must be signed "Approved" before certificate issuance. Req'd. Trade Inspector's Name Approval Signature Date Comments Building ❑ Electrical ❑ Fire ❑ Mechanical ❑,Plumbing PublicWorks Zoning ❑ Other Important Note: The TCO/TCC is not valid and building and/or space may not be occupied unless signed by the Building Official. Occupying the building and/or space without obtaining a TCO/TCC issued by the Municipal Building Department is prohibited and is in violation of the Florida Building Code Section 110.3. OBuilding Official's Approval ❑ 1't TCO/TCC ❑ Conditions of TCO/TCC: Date: Extension TCC/TCO Duration: • If Master Permit expires, the TCO/TCC will automatically be revoked and the space must be vacated. • A TCO/TCC may be revoked if any action by the contractor, owner or tenant creates any code violation affecting the proper occupancy of the area. • Any TCO/TCC that expires without renewal or has been revoked can result in a notice of violation, civil violation and/or disconnection of utility services. • Other conditions: 04/09D I.OSFBOA Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 Website: www.miamishoresvillaae.com TEMPORARY CERTIFICATE OF OCCUPANCY APPLICATION (T.C.0) Please be advised that the TCO expiration date is based on conditions from Miami -Dade County Fire Dept. Date: �r I _ `V Folio#: 11-29.;p(, 0 14— 34 `U Master Building Permit #: �.[r� 5-1 i �� [..U(� Square Footage of Space: :t"4 --b�� Miami -Dade Municipal Process�s##�: Miami -Dade Municipal Permit#: Contracting Company: -\- \Ir�__� 4::t>4s _U c" at-_) Owner/Tenant: _1 CFI �043 �� Lot: AA, 4 Block:_- S d Subdivision: Street Address: 0 IIJc—, ` `+L of { Signature of applicant verifies the above information is true and correct. T e Temporary Certificate of Occupancy is issued to the above named for building at the above location only upon the express p ovis' ns that the applicant will be able by and comply with all conditions of the Zoning ordinances and all ordinances of Miami orch Village and/or Florida Building Code pertaining to erection, construction or remodeling of buildings or structures. This also cert es that the electrical wiring and or equipment, and the plumbing work has been inspected and approved. [z Print Name of Applicant or Qualifier Signature of Applicant or Qualifier FOR OFFICE USE ONLY TCO Number: Fee: Expiration Date: Technology Fee: Approved Use for Occupancy: Total: Remarks: Building Official/Designee: Inspections: Zoning Yes/No Plumbing Yes/No Building Yes/No Fire Sprinkler Yes/No Electrical Yes/No Fire Yes/No Mechanical Yes/No lid ,1". June 25, 2020 City of Miami Shores Attn: Ismael Naranjo Building Department 10050 NE 2 Avenue Miami Shores Village, FL 33138 RE: Krause Residence 910 N E 99d' Street Miami Shores, FL 33138 Permit No.: RC-5-17-1288 To whom it may concern, This is to request a Temporary Certificate of Occupancy (TCO) for the above referenced residence. We have completed all the major construction items with inspections, but are awaiting a Public Works approval. The approval is for the new brick paver driveway approach at the rear driveway access from Alley. We request a TCO for approximately 30 days. Contact information is: Mark H Candela, General Contractor Steve Toffoli, Supervisor 305-525-2084 (cell) 786-237-9380 (cell) We hereby hold harmless and release Miami Shores Village Building Department and Miami — Dade Fire Department from any liability that may arise during the use of designated areas in the aforementioned facility while under the limitation of the Temporary Certificate of Occupancy. We hereby certify that all means of egress shall be kept clear and accessible and that all life safety systems will be maintained and operable at all times while the building is being occupied. Mark H_ Candela Candela Construction, Inc. President 5940 SW 73id Street, Suite 200 South Miami, FL 33143 t. 305.667.2299 f. 305.667.3399 �, �cn,pvEO gY MAP OF BOUNDARY SURVEY DP,'! a nr C F 1 nil -777Ip :Tf All FEVERAL ^,T 0 (-,N� UTA��PIs -... ® =TREE PG. = PAGE ELEV. =ELEVATION i 0.00 =SPOT ELEVATION CONC -CONCRETE C.B.S. = CONCRETE BLOCK STUCCO FF =FINISH FLOOR (A) :RECORD IC) =CALCULATED MEASURE Us Us = LICENSE BUSINE55 L =LENGTH A =CENTRAL ANGLE R =RADIUS V.= RIGHT-0E-WAY 6. =PLAT BOOK PL =PROPERTY LINE 4=CENTERUNE • BOLLARD —O— =SIGN ME=ELECTRICBOX P = WOODEN UTIUTY POLE QT = ELECTRIC TRANSFORMER © = ELECTRIC MANHOLE ® =FLECTRICMETER = WATETER =IRRIGAER TIONMVALVE IXI =WATER VALVE Q =TELEPHONE BOX 0=CLEANOUT ASPHALT I---: 1 BRICK PAVER CONCRETE UNIMPROVED --- TILE �� ------ STAMPED GMVEI - CONCRETE N E S GRAPHIC SCALE IN FEET 20 0 1C 20 40 SCALE: 1" = 20' NE WURE�T N89°08'13"W 55,20' (R&M) ti �e— — — Y — `° S89°08'13"E 74.80' (C&M) 1 70' PUBLIC RC HT -OF -WAY 1 o-`O I9.3' ASPHALT PAVEMENT ° 5ET °°y I v - IRON REBAR FOUND I in o (UB 7335) b IRON KEBAB Ici� loq 2. GRA55'ARKWAY m (NO ID) R=25.00� N FOUND Z I 1-0.2 (N) 5ET IRON REBAf °,(7335) 0 30.0' 3 0.3 6 HI ens-7 c � r_ Cf M1IGn� C B.5 WM. • J� z g' VO V; Eqq C. BN5 r-5 ire ; 0.4'[E] + D° POUND J \ON REBAR 0. I'(5) 0.20' (W) ( IRON REBAR ggs 9fP o.: (E) a N89008'13" 74.81' (R&M) e n A6 � v LOT 12 Q. LOT 11 GKA55 GRA55 09 10 6.23.9' 4V29-2.9' ' uc 1.6' R-3.94' 2.8' sue 2.0' A-87°28'36" 5 r L•6.02' ONE STORY F.B.S. BUILDING ` # 685 F�F. ELEV.: 11.37' POOL .� 1.4, " � �^g,,,,, Rtie � Z ffZOOFEDy T. 0.7' y� COLUNNS 02,J GKA55 wzI e o N89a02'2QV 1 00' IR1R ALLEY A'' .P 9.4' ASPHALT PAVEMENT � BLOCK 80 LOT 13 5' 51DTEWIIA,K I GARAGE FFF=1�1.000' GRAVE, )r1�\ ' C1 ML BLOCK 80 LOT 14 "MIAMI SHORES SECTION 3" (P.B. 10 -PG. 37) 00 10.5' ` 0.3TWl C.8.5 WA.L 5' HIGH o.r[E1 M O— ch ed U I zo N Ii h; mo'"a w , O ZO K O0Oo 0 J m pO li v w 6 n Or Q 05 012 0.3'[M ) G, WATER PUMP ON ,A CONC. 51AII 5' HIGH WOOD FENCE O'B' Nc ON PL 5ET " "ON REBAR — — SECTION 6 - TOWNSHIP 53 SOUTH - RANGE 42 EAST LYING AND BEING IN THE VILLAGE OF MIAMI SHORES, FLORIDA N O LOCATION MAP SURVEYOR'S NOTES: 14aTTa s DATE OF FIELD SURVEY: The dote of completion of the o+gind field Survey was on January 29 .2018. LEGAL DESCRImON: Lots 11 and 12. Elock 80, MIAMI SHORES SECTION NO.3. according to the map or pat thereof, as recorded in Hat Book 10. Page 37. of the Pubic Records of Mani -Dade County. Ronda. Contdring 10, 111 sq. M. or 0.232 acres, more or less, by calculations. Folio No, 11.3206-014.3410 ACCURACY: The accuracy obtained by field measurement methods and office calculations of dosed geomehic figures meets and exceeds the Minimum Techrticd Standards requrement for Suburban Area (U'near. 1 foot in 7,500 feet) as defined in Rule 5J-17.051, Ronda Atlmristrotive Code. Elevation of well identified features as depicted on the Survey Map were measured to an estimated vertical potion accuracy of I/100 of a foot on hard surfaces and 1/10 of a foot on ground surfaces. Well identified features as depicted on the Survey Map were measured to an estimated homZontd potion accuracy Of 1 /10 of a foot. This Map of Survey is intended to be displayed at a scale of One inch equals Twenty feet or smaller. North arrow drect'onts based on an assumed Meddan. Bearings as shown hereon are based upon the Centeine of NE 9 Avenue win an assumed beating of S00°25'43E sad tine to be coredered a well established and monumented line. This project Died appears to be located in Rood Zone'X". as per Federal Emergency Management Agency IFEMA) Community-PonA Number 120652 (Wage of Miard Shores), Map No. 0306, $URx L Map Revised Date: September 11, 2OD9. For Vertical Conhd: Al devatom shown hereon are based on the Notional Geodeic Vericd Datum of 1929 IN.G.V.D.'29), and a m Benchark supCied by the Public Works and Waste Management Department of Mori -Dade County. Rondo. Benchmark: B-400 Elevation:+ 8.28(N.G.V.D.29) Located 1, NE 99 ST — 24' South of center fine Located 2, US Hwy n119Sc Blvd)— 45West of center fine Rat of "NRAM SHORES SECTON X according to the Rat thereof as recorded in Rat Book 10 of Page 37 of the Pubic Records of Mani -Dade County, fioida. RESTRICTIONS. Since no other information were furnished other than that is died under pertinent information, the Client is hereby advised that there may be legal resticions on the Subject Property that are not shown on the Survey Map that may be found In the Public Records of Mani -Dade County. The Surveyor makes no representation as to ownership or possession of the Subject Property by any enity or individual that may appear on the Public Records of this County. No excavoion or determnation was made as to how the Subject Property is served by unties. No improvements were located, other than those shown. No underground foundations, improvements and/or unties were located or shown hereon. PURPOSE OF SURVEY: The purpose of this surveyis for a permit CUENTINFORMARON: This Boundary Survey was prepared at the insistence of: CANDELA CONSTRUCTION, INC. SURVEYOR'S CERTIFICATE: I hereby certify: That this "Boundary Survey' and the Survey Map resulting therefrom was performed under my direction and is true and correct to the best of my knowledge and belief and further, that said "Boundary Survey Survey" meets the intent of the applecable provisions of the Standards of Practice for Land Surveying in the State of Banda, pursuant to Rule 5J-1 TD.51 through 5J-17.052 of the Rondo Administrative Code and its implementing low, Chapter 472.027 of the Ronda Statutes. LONGITUDE SURVEYORS LLC., a Ronda United Liability Company Rondo Cedicate of Authodzotion Number LB7335 By: Eduardo M. Suarez, PSM Registered Surveyor and Mapper LS6313 State of Rodda N010E: Not valid without the signature and ongind raised seal of a Ronda Licensed Surveys and Mapper. ADdions Or deletions to Survey Mops by other than the signing party are prohibited withwt the written consent of the signing Darcy. LONGITUDE SURVEYORS 7715 NW 48th STREET SUITE 310 DORAL, FLORIDA 33166 PH: (305) 463-0912 FAX: (305)513-5680 FLORIDA CERTIFICATE OF AUTHORIZATION LB 7335 10 LO lV UJ Dip J M J U_ v N TQ i _rz L V) r L Z O 25 N0 CN co o 01 LU P �cnde: AS SHOWN Drawn By: JM Checketl By GS naoed ev DF 18039.0n04 Sheet 1 MMEn'TT r-lRrr.1 M,,"IT M.r]nE ~ * GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTIO SERVICES I DRILLMM 1LEtVICES DYNATECH ENGINEERING CO 14UG17 oz _DEC o WWW.DYNATECHENGINEERIN . Miami, August 12, 2020 Mr. Mark Candela CANDELA CONSTRUCTION 910 NE 991h Street Miami Shores, FL 33 13 8 Re: Existing Residence @ 910 NE 991h Street Miami Shores, FL 33138 Dear Mr. Candela: Pursuant to your written request, DYNATECH ENGINEERING CORP. (DEC) conducted a site inspection on August 12, 2020 at the above reference project. The purpose of our inspection was to help document construction of the existing residence CMU walls. Dynatech Engineering is a certified Dade County Testing Laboratory. The scope of our inspection consisted of the following: A- Visual site inspection by our field structural engineer. 13- Locating reinforcing steel using a James Instrument, Inc. R-Meter. C- In -Situ concrete testing using a Swiss Hammer. D- Preparation of this report to document our findings and recommendations. The James Instrument, Inc. R-Meter (C-4956) to detect the presence of reinforcing steel bars embedded in concrete. The R-Meter measures the disturbance by external magnetic field generated by the probe. The magnitude of this disturbance is disturbance on the instrument meter, which has been calibrated for direct reading of the APPROXIMATE bar size and distance. 750 WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL INFOODYNATECHENGINEERING.COM / E� Re: 910 NE 99`" Street, Miami Shores, FL During our field inspection; our professional engineer exposed structural members and secured random access to footings, columns, beams and slabs and used a rebound Hammer for In -Situ concrete testing and a reinforcing steel locator for reinforcing verification. Reinforcing steel refers to bar sizes or equivalent. Exterior walls: Exterior walls consist of 8" x 16" masonry block walls with horizontal ladder reinforcing every other course. It has been a pleasure serving you at this phase of your project and look forward to do so in the near future. Sincerely yours, Wiss Naamani, P. E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 SAA 0 \C•E NSF No. 39584 .p STATE OF ; 0. sSIO�NA�0•��`�. 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-959B EMAIL.INFOODYNATECHENGINEERING.COM �_INGELMO ASSOCIATES -PA August 10, 2020 Miami Shores Village Building Official Building Department 10050 N.E. 2nd. Avenue Miami Shores, Florida 33138 RE: Special Inspection Candela Construction Inc 9�ans & Ursula Krause 10 NE 99 Street, Miami Shores Permit No. RC-5-17-1288 Civil/ Structural Engineering Design Consulting C.A. No. 26864 pinaelmo(Minaelmo. biz www.inaelmo.biz Special Inspector: Miami Dade County Adm. Code, Article II Section 8-22 • Trusses> 35 ft. long or 6 ft. high Dear Sir: Further to our letter dated July 28, 2020, the undersigned visited the site referenced above on this date to observe the prefabricated wood trusses that are accessible from the existing attic access, specifically those exceeding 6 ft in depth. The attic access is on the east side of the house north of the two -car garage. The access is just west of truss FGT1 (a triple girder truss) as shown on Superior Truss System Inc. Shop Drawings, Sheet No. 16630. The only two trusses as per said Shop Drawings that exceed 6 ft in height are truss H156 and Tl D. There are located just to the west of the indicated attic access. As a result of the various systems within the attic space the two trusses noted above are barely visible, but they appear to be in acceptable condition based on our visual observation. Please note, as we have indicated previously, that we did not observe the installation of any of the prefabricated trusses as we did not provide said Special Inspection. The original ordinance intent for the visual observation of the larger trusses was to capture, during their installation, any damage resulting from the lifting and positioning. As noted, this is not possible as the said trusses are visible only partially. Based on the above noted information and the review of the available information as previously noted, we could state that to the best of our knowledge, belief and professional judgment those portions of the Project so indicated meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. 250 Catalonia Avenue, Suite 301 o Coral Gables, FL 33134 o Tel: 305-461-6009 Fax: 305-461-6010 Miami Shores Village August 10, 2020 Page Two Should you have any questions or need additional information, please do not hesitate to contact me at (305) 461-6009. Sincerely, AS90C ES, PA R President PI/mn cc: file 250 Catalonia Avenue, Suite 301 0 Coral Gables, FL 33134 o Tel: 305-461-6009 Fax: 305-461-6010 DIVISION OF ' Environmental Health ��Q Florida Health �1 Miami -Dade County �O Q OSTDS/Well Division 118 �.� 05 SW 26th Street • Miami, I-1,33175 O Inspector_ RA/✓ -� &1 NDate i Address_ Comments: Signature OWNER'S AFFIDAVIT I, Hans J. Krause, sole owner of the residence located on 910 NE 99 street, Miami Shores, FL 33138, certify that the property will not be rented short term. Should you have any questions, I can be reaAed at 786-554-6128 Signature of Property Owner Hans J. Krause Typed or Printed Name State of Florida County of Miami Dade I, Alma Cue, a Notary Public for said County and State, do hereby certify thatffin'5 USe personally appeared before me this day and acknowledged the due execution of the foregoing instrument. Witness my hand and official seal, this the day of S4 2020. ,rle�� Notary Public State of Florida Alma P Cue My Commission GG 252289 �1a Expires 1212212022 Notary ublic My commission expires DeG Z Z , 2022 INSPECTION RECORD Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 POST ON SITI Permit NO.RC-5-17-1288 Permit Type: Residential Construction Work Classification: New l issue Date: 1/31/2018 I Expires: 07/25/2018 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.co"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 #:1132060143410 Owner's Name: HANS & URSULA KRAUSE Owner's Phone: Job Address: 910 NE 99 Street Total Square Feet: 3433 fltliami Shores FL 33138- Bond Number: Total Job Valuation: $ 366,213.00 Contractor(s) Phone Primary Contractor CANDELA CONSTRUCTION INC (305)667-2299 Yes WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. tro w VU In 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 REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 PERMIT APPLICATION OBUILDING ❑ ELECTRIC ❑ ROOFING REC Master Permit No. RC-5-17-1288 Sub Permit No ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 910 NE 99 St City' Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-32066-014-3410 Is the Building Historically Designated: Yes NO X p Y —L ' Occuanc Type: e: Cp,- Load: Construction Type: C 6 S Flood Zone: %� BFE: �0.64 ' FFE: �, , SO OWNER: Name (Fee Simple Titleholder): Hans J. Krause Address:4720 N Bay Rd City: Miami Beach State: Florida ne#: 1 n • S 54, C'I Z8 Tenant/Lessee Name: Nnonea: Email: (`-IpZLK (� 02,11-0�- P, CKZ) !&T VCil1 ON • Qc (-M Zip: 33140 CONTRACTOR: Company Name: C A rJ D E LA CO 14S TT' V C E 10 /` 1 I r4 e-. Phone#: 305- Address: 59 4-0 S W % 3 �-b ST . A 'l00 City: 50 uTH M LAM 1 State: P= Zip: 3 3 1 4.3 Qualifier Name: Mh JL,k Chi E LA Phone#: 3 G S • Cc7. 7- 2-9 q State Certification or Registration M G COC . O[O D S&* Certificate of Competency #: DESIGNER: Architect/Engineer: MO S S C'm 'A SSOC I+TES Phone#: 30 S -7 S I - Moll Address: 4-6 C IJ E 59 .. �Snr . City: M IA M I State: FL- Zip: 33 1 37 `t' 1 Value of Work for this Permit: $ D—C72— 3K,i 7-1 Square/Linear Footage of Work: 31' 33 S.F. Type of Work: ❑ Addition ❑ Alteration " New ❑ Repair/Replace ❑ Demolition/ Description of Work: NEW C0-4 STILy L-n,*—J OF h 1— 5TO tJ S l cal LE: — F:A M) LT i.-dE2. - OVti A6E POOL. -_ 'In Specify color of color thru tile: VA I -I E�6A711ED ° (LvyT ) c T-t)W , co T P A S PA-J13H 7-1 Cf Submittal Fee $ Permit Fee $ 101 41 K �3 CCF $040 0 ZO CO/CC $ 152 Scanning Fee $ 11-14 '02 Radon Fee $ j 0 C1 ' �1 DBPR $ 1 10 1 on Notary $ Technology Fee $ y • , �Tra�ining/Education Fee $ % 3 A0 Double Fee $ Structural Reviews $�i� • CJ Bond $ 4900. 00..7 TOTAL FEE NOW DUE $ I I4S•52. (Revised02/24/2014) i Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien low brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notic of c mmencement must be posted at the job site for the first inspection hich occurs seven (7) days after the building permit is is ued In the absence of such posted notice, the inspection will not be a roved and a reinspection fee will be charged. Sign OWNER or AGENT The foregoing instrument was acknowledged before me this .21— day of AQCAnh¢,r 20 11 by g � I ) LU J :5g, who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign Prin Seal ****4 APPROVED BY (Revised02/24/2014) as Signature ,A QI6. G�QILt.�!► , CONTRACTOR The foregoing instrument was acknowledged before me this day of C1 D _Q»&o C! 20 11 by ilrsf'�, (1,;�liru�an�iQaa►,who is personally known to me or who has produced nL C5345 wrto? tob as identification and who did take an oath. NOTARY PUBLIC: Sign Print Seal rians Examiner Structural Review ** Zoning Clerk December 28, 2017 City of Miami Shores Building Department 10050 NE 2 Avenue Miami Shores Village, FL 33138 RE: Krause Residence 910 NE 991" Street Miami Shores, FL 33138 To whom it may concern, Please be informed that the following is a list of contract amounts by Division for the construction of the Krause Residence. Division 1 - General Conditions: Division 2 - Sitework: Division 3 - Concrete: Division 4 - Masonry: Division 5 - Metals: Division 6 - Wood & Plastics: Division 7 - Moisture & Thermal Protection: Division 8 - Doors & Windows: Division 9 - Finishes: Division 10 - Specialties: Division 11- Equipment: Division 12 - Furnishings: Division 13 - Special Conditions: Division 14 - Conveying Systems: Division 15 - Mechanical: Division 16 - Electrical: Project Cost: MarIN4. Candela President $60,442.00 $10,425.00 $131,250.00 $7,600.00 $4,350.00 $25,282.00 $35,584.00 $41,640.00 $71,830.00 $10,650.00 $0.00 $0.00 $35,000.00 (pool) SQ 14 $0.00 k $35,475.00 (includes plumbing)*�j $28,760.00 $498,078.00�, 5940 SW 73rd Street, Suite 200 South Miami, FL 33143 t. 305.667.2299 f. 305.667.3399 ti NGELMO RECEIVED Civil' Structural Engineering ASSOCIATES -PA NOV 2 2 2017 Design Consulting C.A. No. 26864 oinaelmo(Htinaelmo.biz innwlmn hi, September 20, 2017 Miami Shore Village Building Department 10050 NE 2nd. Avenue Miami Shores, Fl 33138 :9 0 6 % Project Address: 910 NE 99th. Street, Miami Shores, Florida ...... :""' The following are our responses to the structural comments- . • .. 1. A: Additional retaining wall section with structural calculatiMi ate attached that address the Hydrostatic loadings from the pool. The intrinsic ; • • • 0* • thickness of this wall does not require any changes. ' ..' : 000 B: Attached are the calculations for the east -west wind direction, this • direction by inspection does not control. Calculations are noted for the south garage wall. 2. All attached calculations sheets are signed and sealed. 3. Attached is the roof framing plan with details and notes in response to the comments. The design loads at each truss is marked and referenced to the noted Girder truss and hurricane strap schedules. 4. As requested, attached are two copies of the Special Inspection forms. Ingelmo ssb'ciates, ^PA Paul Ingelmo, PE. 250 Catalonia Avenue, Suite 301 o Coral Gables, FL 33134 o Tel: 305-461-6009 Fax: 305-461-6010 >l M O S S C R O P A S S O C I A T E S ARCHITECTURE • INTERIOR DESIGN To: Miami Shores Village Building Department 10050 NE 2"d Ave. Miami Shores, FL 33138 Re.: Permit No.: 17-1288 (Revision 01, written responses to first round of comments) 910 N E 99t" Street Miami Shores, FL 33138 Date: September 26, 2017 Following are my written responses to comments received from the building department. Your comments ar4peprody; gel• below with my responses following each comment in bold typeface. • • • ...... . ...... Buildin : Health, DERM, MDWASA, and impact fee section approval required. .. • • • These items are still pending. .. ..:..' .. .. . .. ...... 2.) According to the structural plans the pool is under a separate permit. Provide same #xA@on the architectural •, plans. See added notes, sheets A-01 & A-02. • • • • Provide details and specifications for the paver driveway system and the picket fence and provide a rtdte stating that the pavers and picket fence will be under a separate permit. See added notes on sheet A-01, and added details 2 & 3, sheet A-01. Provide specifications for the steep slope roof system. The roof system should have an approved state of Florida of Miami Dade County product approval for use in the HVHZ as required under chapter 15 of the 2014 FBC. See added specifications on sheet A-04 and attached NOA documents for the roofing the specified. 5.) Sheet S1.1 roof framing plan: Provide cross-section for the gable ends over the master bathroom and master closet. Also provide cross section over the bay window in front of the dining room. Please see red markings on sheet S1.1. See revised structural sheet S1.1 and added wall sections 2 & 3 on architectural sheet A-10. 6.) Licensed contractor required for the project. See general note number 3, sheet A-00. 7.) See detail 3/S2.0: Provide specifications for wood members and connections. See structural specifications for wood members under "Wood Framing" notes on sheet S3.2 and see specifications for connections in the "Hurricane Straps and Anchor Schedule" on sheet S1.1. SEP 2 (C 2017 ("Building" comments continued on next page) FLORIDA HEALTH WMI-DADE COUNTY O.S.T.D.S. PROGRAM Page 1 of 2 460 N.E. 59th Street, N,,ami FL 33137 T: (305) 751-6529 C: (305) 962-0325 email: mosscrop@gmail.com FL Lie.: AR92744, ID4971, AA26001057 NY Lie.: 022241 M O S S C R O P A S S O C I A T E S ARCHITECTURE • INTERIOR DESIGN ("Building comments - continued) 8.) Provide window and door schedule. Clearly ID the location of required egress windows on each bedroom and specify the glazing requirements for the SHGC and U-Values. Exterior door & window schedule is on sheet A-13. Interior door schedule is on sheet A-11. See floor plan (A-02) for locations of egress windows at two bedrooms (egress window is the type "G" window). See window schedule A-13 for the clear dimensions of egress window type "G". See added note 7 at the top of the window schedule (A-13) for SHGC and U-Values. 9.) Provide soil termite treatment requirements. See added "Termite Protection Notes" note on sheet A-01. 10.) Cloud in all changes. Mark with delta and date. Do not remove void sheets from set. Mack as of lete City copy.... All changes are clouded with deltas indicating revision 01. Revision date is shpyltn In upper -right corner' of all revised sheets. .....' ...... . . Structural: (See attached written narrative from structural engineer.) ' ....' • • • • • • • • • ...... .. . ..... .. .. . .. ...... WASA: . . . . ...... A waiver was requested and granted in connection with the existing water main. It has been,deWtpiinedthat the existing. water main will suffice for this project and that no further action is necessary. DERM (Trees): 1.) On site plan, show trees within twenty feet (20') of any type of construction, including driveways, septic tanks, fences, pipes, buildings, construction roads, pool. Etc. All existing and proposed trees within 20' of above -referenced items are now indicated on site plan, A-01. 2.) Show distance from these trees to construction. Distances have been added — see sheet A-01. 3.) Label the trees as existing to remain. Existing trees to remain are noted on new tree table, sheet A-01. 4.) On site plan show 6'-8' barriers around trees less than 18 inches in diameter and show 10'-12' barriers around trees 18 inches in diameter or greater. Barriers are noted on sheet A-01. 5.) One existing tree is proposed to be removed and two are proposed to be added. The tree being removed has a trunk diameter of less than 18 inches and is on the owner's property so it therefore does not require a tree removal permit. Respectfully Yours, Ilija Mosscrop, Architect C:\Program Files\AutodeskUOBS\910-KRAUSE\PERMIT-SUBMISSION\REVISION-01\COMMENTS-AND-NARRATIVE\910-NARRATIVE-REV-01.doc Page 2 of 2 460 N.E. 59th Street, Miami FL 33137 T: (305) 751-6529 C: (305) 962-0325 email: mosscrop@gmail.com FL Lic.: AR92744 ID4971, AA26001057 NY Lic.. 022241 µoRpr L�a 1), 7, i S/I 0 r 0. Vi 11a 6N*E11N y� tUn.�`N t', -t(.O..D AIT r<ORiDA MlAtitl �'iCAE�. R OROA 1-113h 23 i:� It 'rr he .n (305) 7 05-2207 Fa c 305) 75b 8972 DAVID A. DACQUISTO, AICP PLANN NG G , :N NG } ^Tp0 DEVELOPMENT ORDER File Number: PZ-08-16-201665 Property Address: 910 NE 99`h St Property 0-wner/Applicant: Hans Krause Address: 4720 NT. Bay Rd., Miami Beach, FL 33141 Agent: Ilija Mosscrop Address: 460 NE 59 Street, Miami, FL 33137 Whereas, the applicant Hans Krause (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 IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations, Sec. 523.1 and Sec. 600. Site plan review and approval required. New residence Whereas, a public hearing was held on September 15, 2016 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. I ) 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: Approval is granted as shown on the plans submitted and made a part of this approval to construct a new 3,523 sf residence of 46322 cubic feet. 2) Applicant to plant two (2) shade trees on the plot acceptable to the village. 3) The sidewalk in the easterly side yard must not exceed 3 ft. in width. Pace I of 4) Applicant to provide a trash enclosure along the rear plot line in conformity with the Miami shores zoning code. 5) Applicant to apply for and obtain all necessary permits and approvals from outside agencies before beginning work. 6) An erosion and sedimentation plan subject to review and approval by the building official is required if ground cover is removed or as required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti -tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 7) The applicant shall provide an architect or engineer's drainage plan and report to certify 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 by the Building Official. 8) The applicant is responsible for the installation and maintenance of drainage structures and any site modifications shown on the drainage plan that are necessary to provide storm drainage that detains the first one inch in natural or Filtered structural facilities. Minor modifications to the approved drainage plan shall require a new signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Major changes to the approved drainage plan including the construction of drainage improvements such as but not limited to mounds and walls, shall require a new site plan review application and review and approval by the Planning and Zoning Board. 9) All drainage improvements shall be installed in accordance with the approved drainage plan before final inspection by the Building Official. 10) The applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan except that major changes shall require Planning and Zoning Board approval as stated in Condition 97. 11)Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER. EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 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. Motion by Mr. Abramitis to approve subject to Staff recommendations with one substitution Paragraph 8 refers to the installation of maintenance and Pare 2 of 3 drainage structure. substitute it with the language we can find in Paragraph 6 of PZ 08 16201.61 which reads as follows: The site shall not drain out to neighboring properties or any rights of way the plot shall provide storm drainage that detains the first one inch in natural filtered structural facilities. The Applicant is responsible for any site modifications that become necessary to maintain storm and drainage on site that deters the first one inch in natural filtered structural facilities. The Building Official may require architectural engineered drainage plan and report to certify to the Building Official the site will provide storm drainage that will detain the first one inch in natural structural facilities prior to the drainage work commencing on site. The installation of structures on site to control drainage shall require Planning and Zoning Board review and approval. Modifications to the drainage plan approved by the Building Official shall require a signed Architect engineered drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Changes to drainage structure approved by the Planning and Zoning Board shall require a new site plan review application and review and approval by the Planning and Zoning Board. Applicant to obtain all required Building permits before beginning work. Also an additional requirement of two shade trees to the satisfaction of the Building Official. The application with conditions was passed and adopted this 1.5111 day of September, 2016 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Yes Mr. Diaz Yes Chairman Fernandez Yes ,"v I3 12U/rii Date R d M. Fernandez airman, Planning B, Page 3 of-') MIAWDiADE miamidade.gov Water and/or Sewer Development Information Application Form f4le LOA, Water and/or Sewer Blanket/Agreement Checklist: Please include a check payable to Miami -Dade Water and Sewer Department with the applicable fee: Water and/or Sewer Blanket/Agreement fees: Water Service Area Only (If the Project is in a water service area only) $100.00 Sewer Service Area Only (If the Project is in a sewer service area only) $100.00 Water and Sewer Service Area (If the Project is in a water and sewer service area) $200.00 Letter of Availability LOA fees: Water Service Area Only (If the Project is in a water service area only) $50.00 Sewer Service Area Only (If the Project is in a sewer service area only) $50.00 Water and Sewer Service Area (If the Project is in a water and sewer service area) $100.00 Entity: Type Corporation Required Information State of Incorporation Partnership Partnership Information Limited Liability Corporation Managing Member :1 One (1) signed and sealed original boundary survey or tentative plat identified as "boundary survey" of the --property, including location sketch (not older than two years). I One (1) copy of site plan and/or tentative plat showing layout of buildings and roads. I Proposed plan (or concept) of water and/or sewer connection and layout. I Current property zoning designation (or submitted re -zoning application). Note: Zoning must allow proposed development. I Proof of any existing or previously connected structure, and the type or usage/occupancy of said structure. DERM and/or DOH approval regarding sewage disposal (if available). I One (1) copy of Fire Department requirements (if available). %CKNOWLEDGMENT: Please be advised that mixed use development (commercial/residential properties) :onnected to the same meter may not receive the minimum per unit life line discounted rate and will be )filled at the Non -Residential rate. Jnder penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of nv knowledge and belief. ?RINT NAME I I TITLE ;IGNATURE Ix I I DATE Miami -Dade Water and Sewer Department - New Business Section P.O. Box 330316 - Miami, Florida 33233-0316 786.268.5209 - 3575 S. LeJeune Road, Room 114 Water and/or Sewer Development Information Application Form for LOA, Water and/or Sewer Blanket/Agreement,,, -, Instructions: The Property Owner, Authorized Representative, Contractor or Engineer must fill out this form, along with the checklist. All the information must be received prior to the acceptance of this form. Additional information may be required based on the project location and size of the water and sewer facilities to be installed and will require a water and/or sewer agreement. APPLICATIONS WILL NOT BE ACCEPTED IF THE NECESSARY INFORMATION AND SIGNATURES ARE NOT PROVIDED. Project Name: Proposed Project Address: Property Owner's Name: Type of Entity: Property Owner's Mailing Address: City, State, Zip: Property Owner's E-mail Address: Daytime Phone Number(s): (1) (2) Reason for Connection Information (check all/any that apply): ❑ New Construction ❑ Demolition ❑ Remodeling ❑ Detached Addition ❑ Attached Addition ❑ DERM Notice ❑ Fire Protection Required ❑ First Time Connection ❑ Other Is this a "green" and/or LEED building? ❑Yes ❑ No Type of Units to be Constructed (please refer to Exhibit "B" Attached) # of Units and/or Square Feet: Type of Unit: (You may attach an additional list if necessary) Construction Schedule: (# of units completed per calendar year) Proposed GPD: FOLIO #: LOT: BLOCK: SUBDIVISION: Note: Any points of connection (POC) information that is provided is general and subject to prevailing rules, regulations, standards and regulatory requirements at the time of request for service. PRINT NAME: TITLE: DAYTIME PHONE (if different from above) E-MAIL ADDRESS: (if differentfrom above) SIGNATURE: DATE: For OffidbiWeoely Plans Reviewer Approva and Date: Water Requirement: ❑ Agreement ❑ Blanket Sewer Requirement: ❑ Agreement ❑ Blanket Miami -Dade Water and Sewer Department • New Business Section P.O. Box 330316 • Miami, Florida 33233-0316 786.268.5209 • 3575 S. LeJeune Road, Room 114 JAN 6 2018 F3v GIB^ December 28, 2017 City of Miami Shores Building Department 10050 NE 2 Avenue Miami Shores Vi:lage, FL 33138 ♦ • • • , • • RE: Krause Residence • 910 NE 9V� Street • • • • • rkami Shores, FL 33138 go., • • • To whom it may concern, .. . Please be informed that the following is a list of contract amounts by Division for the construction of the Krause Residence, as referenced in the Contract (AIA A105, Standard Short Form of Agreement Between Owner and Contractor) dated 12/28/2018. Divi pion 1 — General Conditions: $60,442.00 Divi;;ion 2 — Sitework: $10,425.00 Division 3 — Concrete: $131,250.00 Division 4 —Masonry: $7,600.00 Divi .ion 5 — Metals: $4,350.00 Division 6 — Wood & Plastics: $25,282.00 Division 7 — Moisture & Thermal Protection: $35,584.00 Division 8 — Doors S Windows: $41,640.00 Division 9 — Finishes: $71,830.00 Division 10 — Specialties: $10,550.00 Division 11 — Equipment: $0.00 Division 12 — Furnishings: $0.00 Division 13 — Special Conditions: $35,000.00 (pool) Division 14 — Conveying Systems: $0.00 Division 15 — a) Mechanical: $15,300.00 — b) Plumbing: $20,175.00 -- Division 16 — Electrical: $28,750.00 — Total Project Cost: $498,078.00 A nd to Construction Inc: Owner. - Mark'" Candela Mr. Hans-Joac im Krause Presid nt 5940 SW 73f6 Street, Suite 200 South Miami, FL 33143 t. 305.667.2299 f 305.667.3399 "KRAUSE RESIDENCE" - REVISION 01 SHEETS: "*" INDICATES SHEETS THAT HAVE BEEN REVISED: REVISION 01 ARCHITECTURAL - COVER SHEET A-00 GENERAL NOTES, SYMBOLS, & DRAWING LIST A--01---SITE-PL-AN-& ZONINGDA_ TX;" -A-02....--FLOOR. P-CAN7 A-03 REFLECTED CEILING PLAN F* A�04 ROOF"PLAN _ LA_05` FVORTH & SOUTH`EXTERIOR-EL'EVATIONS- -} A-06 EAST & WEST EXTERIOR ELEVATIONS �A=07r.—BUZ�Si'�`CRO'S'S SECTI'O`NS� A-08 BUILDING CROSS SECTIONS :•••:• A-09 BUILDING CROSS SECTIONS ••.• .' A�10 �LC'SE'CTIONS-7 ...... •••••• . ...... A-11 DOOR & FINISH SCHEDULES, DOOR FRAME 15f'fA1LS :....: A-12 PARTITION DETAILS •••� •• • A_1_ WIND _9TERfOR-DCY0R_SCHEDUIE ••••• c -- ...... .. A-14 WINDOW DETAILS .... • . .. ...... A-15 KITCHEN PLAN & INTERIOR ELEVATIONS :":': '• A-16 INTERIOR ELEVATIONS • • •• • • A-17 INTERIOR ELEVATIONS '..' ••• �••••0 •" A-18 ROOF DETAILS FN-01 FLOOR FINISH PLAN STRUCTURAL: S1.0 FOUNDATION PLAN S1 '—Ft�OF'FR7AMtt4G P_L-_ N &=SCHEDULE_ S2.0 SECTIONS S2.1 SECTIONS & DETAILS S3.0 SCHEDULES & DETAILS S3.1 ROOF FRAMING DETAILS; ROOF WIND LOAD DIAGRAM S3.2 GENERAL NOTES MECHANICAL: t M0.0 GENERAL NOTES, LEGEND, & SCHEDULES M 1.0 HVAC PLAN M2.0 HVAC DETAILS ELECTRICAL: E0.0 GENERAL NOTES, LEGEND, & SCHEDULES E1.0 LIGHTING & POWER PLAN E2.0 RISER DIAGRAM, PANEL SCHEDULES, CALCULATIONS PLUMBING: P0.0 GENERAL NOTES, LEGEND, & SCHEDULES * P1,0_DO W ._ETEEL'AN7 CE7MP1.1 PL`UMBIN� S1TE._'PLA_N� .0. , SX lTAR 1-:7 P3.0 PLUMBING DETAILS rL.00F T c t,F a /� ^' '` MIAMI-DADE COUNTY MIAMMUTADE r' PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy MCA Clay Roof Tile 1985 Sampson Ave Corona, CA 92897 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction nlateri�ls. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Qontrol PEflail to be,..... used in Miami Dade County and other areas where allowed by the Authority Having JurisdictfbArAtU). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Counj p0Q1;ct Control Section. . (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reservp.4V right tp have this:" product or material tested for quality assurance purposes. If this product or material fails tdPeam intheaccepted•.:•• manner, the manufacturer will incur the expense of such testing and the AHJ may immediat0ly+ 0evok , npodify, or• • • • • suspend the use of such product or material within their jurisdiction. RER reserves the right "rewke thiSacCeptance,"":' if it is determined by Miami -Dade County Product Control Section that this product or rQftM fails to meet the requirements of the applicable building code. 0 • . This product is approved as described herein, and has been designed to comply with the.F1'or da Buikkn ode• • including the High Velocity Hurricane Zone of the Florida Building Code. • • DESCRIPTION: Corona Tapered Mission Tile and Classic Tapered Mission Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 14-1020.03 consists of pages I through 8. The submitted documentation was reviewed by Freddy Semino NOA No. #17-0329.13 Expiration Date:02/16/22 Approval Date: 07/27/17 Page I of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Roofing Tiles Material: Clay 1. SCOPE This approves a roofing system using Corona Tapered Mission Tile and Classic Tapered Mission Tile, as manufactured by MCA Clay Roof Tile in Corona, CA.,as described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Dimensions Test Product • • • • • • • ADulicant Suecifications Description: • Corona Tapered Mission L =19 " ASTM C 1167 High Profile cap section olVilUvo-pierce clay tile. • • • • • • W = 8.71-5.94" Type -I .... For adhesive set, and mec anical attachment; • ; H =2-3 " Grade 1 • equipped with one nail hdl;$.,l er direst de 1* nail-' ' Thickness: =1/2" ..... on, mortar or adhesive set applications, . . . . • • Classic Tapered Mission L =19 " ASTM C 1167 High Profile cap section of the.Vo-piece flay tile. W = 7.25"- 6.25" Type -I For adhesive set, and meiliariicil attachmegt; H =2-3 " Grade 1 • equipped with one nail hQles, For direccf WE, nail-. Thicki =1/2" on, mortar or adhesive set applications p • • : ""; Trim Pieces L= varies ASTM C 1167 Accessory trim, clay roof pieces for use at hips, W = varies rakes, ridges and valley terminations. Varying thickness Manufactured for each tile profile. 2.1 PRODUCTS MANUFACTURED BY OTHERS Product Name ICP Adhesives Polyset AH-160 TILE BONWI Roof Tile Adhesive "TileTite" Roof Tile Mortar Bonsai Roof Tile Mortar "Quikrete" Roof Tile Mortar, FL-15 Product Description Two component polyurethane foam adhesive. Single component polyurethane foam roof tile adhesive. Premixed, pre -bagged roof tile mortar. Premixed, pre -bagged roof the mortar. Premixed, pre -bagged gray roof tile mortar. 2.2 MANUFACTURING LOCATION 1. Corona, CA. Manufacturer (With Current NOA) ICP Adhesives and Sealants, Inc. The Dow Chemical Company Bermuda Roof Co. Inc. Bonsai American The Quikrete Companies, Inc. NOA No. #17-0329.13 Expiration Date:02/16/22 Approval Date: 07/27/17 Page 2 of 8 2.3 SUBMITTED EVIDENCE: Test Agency Test Identifier Redland Technologies 7161-03 Appendix III Letter P09647-01 P0402 Test Name/Report PA 102 & PA 102(A) PA 108 (Nail -On) PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails The Center for Applied 94-083 PA 101 (Adhesive Set) Engineering, Inc. 94-084 PA 101 (Mortar Set) 25-7094-(3, 6 & 9) PA 102 25-7120-(1 & 2) PA 102 25-7183-(3 & 4) PA 102 25-7214-(3, 4, &7) PA 102 25-7804-4 PA 102 Celotex Corporation 520111-3 PA 101 Testing Services 520191-2-1 PA 101 Walker Engineering, Inc. Calculations 25-7094 Calculations 25-7496 Calculations 25-7584 Calculations 25-7804b-8 Calculations 25-7804-4 & 5 Calculations 25-7848-6 Calculations 25-7183 Ronald Ogawa & Associates RIO-2619-16 ASTM C 1167 Inc. RIO-2620-16 ASTM C 1167 Restoring Moment Aerodynamic Multiplier Date Dec. 1991 Aug. 1994 July 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 Mireh,•1995 ...... Sep.L996 •• ...... . Dec A 1998 M&'Fh L999 ..... . .. .... . Febn�aj.1996 0 • April 1996 Depembrr 1996. . . . : Dekgihblet 1996• • December 1999 " December 1996 March 1995 02/27/ 17 02/27/17 10/02/14 10/02/14 NOA No. #17-0329.13 Expiration Date:02/16/22 Approval Date: 07/27/17 Page 3 of 8 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with 3.3 3.4 3.5 3.6 3.7 TAS 106. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Miami -Dade Product Control office for review. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code 9 ;.... • 4. INSTALLATION • . ...... 4.1 Corona Tapered Mission and Corona Classic Tapered Mission Tile and t!p 400mponws shall installed in strict compliance with Roofing Application Standard RAS 118, RAS l M,•ztnd RA 1% • 4.2 Data For Attachment Calculations • •: • •: ;. • • • .. .. . Go be:606% ..... Table 1: Average Weight (W) and Dimensions (I x w) • Tile Profile Weight-W (Ibf) Length -I (ft) • •. *.Width-w (ft) • Corona Tapered Mission 6.6 1.58 0.72&. • Classic Tapered Mission 5.4 1.58 0.604 Table 2: Aerodynamic Multipliers -,\ (ft3) Tile Profile \ (ft3) Batten Application I\ (ft3) Direct Deck Application Corona Tapered Mission N/A 0.39 Classic Tapered Mission N/A 0.33 Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6"•12" 7":12" or Profile greater Corona Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Tapered Deck Deck Deck Deck Deck Deck Mission N/A 5.5 N/A 5.5 N/A 5.4 N/A 5.16 N/A 5.0 N/A 4.89 Pan and Ca Classic N/A 5.5 N/A 4.56 N/A 4.57 N/A 4.38 N/A 4.23 N/A 4.14 Tapered Mission Pan and Ca NOA No. #17-0329.13 Expiration Date:02/16/22 Approval Date: 07/27/17 Page 4 of 8 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19132" plywood) plywood) Corona Tapered Mission 2-10d Ring Shank Nails 28.6 41.2 19.4 or Classic Tapered Mission Pan and Cap 1-10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2-10d Smooth or Screw Shank 6.9 9.2 7.3 Nails 1 #8 Screw 20.7 20.7 18.1 2 #8 Screw 43.2 43.2 29.8 ..0000 1-10d Smooth or Screw Shank 23.1 23'.J•• ; 19.0 Nail (Field Clip) ...... :' • • • • 1-10d Smooth or Screw Shank 29.3 29.30" 24.0 • Nail (Eave Clip) • • • • ' 2-10d Smooth or Screw Shank 27.6 276 • •; • 36.6 Nails (Field Clip) • • • • • • • 2-10d Smooth or Screw Shank 38.1 30.1 41.8 Nails (Eave Clip) • Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Attached Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Corona Tapered Mission 2-10d Ring Shank Nails' 33.1 48.1 45.2 or Classic Tapered Mission Pan and Ca 1 Installation with a 4" the headlap and fasteners are located a min. of 2%" from head of tile. Table 6: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Corona Tapered Mission Adhesive' 29.32 or Classic Tapered Mission Pan and Cap 1 See manufactures component approval for installation requirements. 2 TILE BONDTM Roof Tile Adhesive; Average weight per paddy 10.7 grams. ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160; Average weight per paddy 8 grams. NOA No. #17-0329.13 Expiration Date:02/16/22 Approval Date: 07/27/17 Page 5 of 8 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Corona Tapered Mission or Classic Tapered Mission Pan and Cap ICP Adhesives and Sealants, Inc.'s ICP Adhesives Polyset AH-160 Clay - 1773 TILE BONDTm Roof Tile Adhesive Clay — 1154 3 Paddy placement of 23 grams per pan, and 11.5 grams on each side of cap. 4 Paddy placement of 11.8 grams per pan, and 5.9 grams on each side of cap. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile • • • •Attachment ' Profile Application ....V*sist4nee• • Corona Tapered Mortar Sets 24.5 • Mission or Classic ' Tapered Mission Pan .. and Cap , • • • ..'..' •�•• • 5 Seespecific mortar manufacturers Notice of Acceptance : •':'; ' 5 LABELING .. . ... . All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (Set:Detai Below), or following statement: "Miami -Dade County Product Control Approved". M.C.A. CORONA TAPERED MISSION AND CLASSIC TAPERED MISSION IDENTIFICATION MARKS (LOCATED ON TOP SIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No. #17-0329.13 Expiration Date:02/16/22 Approval Date: 07/27/17 Page 6 of 8 PROFILE DRAWINGS .. . .. ...... 8.7 �--8.71-� 3.5 1.25 16 3 CORONA TAPERED MISSION CORONA TAPERED MISSION NOA No. #17-0329.13 Expiration Date:02/16/22 Approval Date: 07/27/17 Page 7 of 8 7.25 6.25 7.26 •;••; I 3 • CLASSIC TAPERED MISSION CLASSIC TAPERED MISSION END OF THIS ACCEPTANCE NOA No. #17-0329.13 Expiration Date:02/16/22 Approval Date: 07/27/17 Page 8 of 8 a INGELMO' Civil/Structural Engineering ASSOCIATES • PA Design Consulting C.A. No. 26864 pingelmo(d.ingelmo.biz www.ingelmo.biz Krause Residence 910 NE 99th. Street Miami Shores, Florida ...... .. Structural Calculations: Residence .... .. . ...... •"••• •••• Additional Bldg Dept, Comments 0 •00*0 .. .. . .. ...... 00 • ...... ...... INGELMO ASSOCIATES PA •• • ••• . . :•.w•: 250 Catalonia Avenue, Suite 301 Coral Gables, Florida 33134 ICI^�I' Paul Ingelmo, P.E. FL. No. 29310 CA: 26864 250 Catalonia Avenue, Suite 301 o Coral Gables, FL 33134 o Tel: 305-461-6009 Fax: 305-461-6010 frYPG4 \ SElC 1. oc— wr ROOF 5HEA—H - NOTE I—w l...11 Oe riwil-eo ro who' w0�6t! m .o+.�oi.n.wr.� � w. roe I °f .�r�.•.e,ro, rim. Y Y C,IIiUPRTRI:SS Co N\P.CTIONS UPIIR GRAND PRpp,Ct IOENI. hcWRNS UPIIET fArRAL CAPACLLY (ss) i� �.0,5 i �� � fro, .NGr �'Ms ro ���r✓.�WSGM1wM ro rq'o Q HI RRI( 9\P S'I•RAPS/ASCHORSS(.H,,J)U].1: JPLIR CiRAVItt PRODUCT IOENT. F-W"WS '=PE'�T CMAOM1 LLBS) Ip1ERA ( CAPACITY (LBS) ' STRL(Tl R.\I LL <. LiyD E-eeoer xe.. x.eaAe '• o< r �o.. �..e» o.,�w.sE wren Z _ _ SCNt 1XlC °s` _7 lea 1iZcurul/ .r..�,..,��.,.. SECTION - .�.,w 17 <; ,.• •• 4—(---� •; • • • • • ROOF FRAMING PLAN (�e1�5c�.1't"Gc-',4G�� �ZL� �`trc��l,/��,J Cenz�C. ScP�� CQcr�C�Ii�iz�•� ••• �...... L? c4w 01--4 a a r v e I-, ;v; • . . . . o--, • .. . • • . .. INGELMO KRAUSE RESIDENCE vu•.0 s ROOF FRAMING Pl AN AI.') ',;CHE>U f S ux OsO+-].1T PERANT INGELMO j ASSOCIATES - PA COMPBY: CHK BY: DATE: SHEET NO.:— JOB NO.: C� T44) 76- &V 7-) V lo32- L&J .......... . ...... ... . r qj �67 -3! L6 243 y QF �- 7 Krause Residence r^ 910 NE 99 th. Street INGELMO !Miami Shores, Florida \ ASSOCIATES PA Concrete Slender Wall Description : Krause Residence - Project Title. Engineer: Project Descr: Code References Calculations per ACI 318-08 Sec 14.8, IBC 2009, CBC 2010, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information fc' Concrete 28 day strength = 4.250 ksi Wall Thickness Fy . Rebar Yield = 60 0 ksi Rebar at each face Ec : Concrete Elastic Modulus = 3,122 0 ksi Rebar "d" distance X : Lt Wt Conc Factor = 1 0 Lower Level Rebar. Fr: Rupture Modulus = 325.960 psi Bar Size # Max%of pbalanced = 0.01891 Bar Spacing Max PulAg = fc' = 0.060 Concrete Density = 144.0 pcf Width of Design Strip = 12.0 in One -Story Wall Dimensions A Clear Height = 7.333 ft B Parapet height = 0.0 ft B �. Wall Support Condition Top & Bottom Pinned f Vertical Loads Vertical Uniform Loads ... ( Applied per rbar of Strip Width) Ledger Load Eccentricity 5.0 in Concentric Load Lateral Loads Wind Loads: Full area WIND load 0.00 psf A 18.0 In 1 250 In 6 16 0 in Project ID: to File = c:\Users\PAULIN-1\DOCUME-1\ENERCA-1\MO260C-1.EC6 ENERCALC, INC. 1%3-2017, Build:10.17.6.29, Ver:10.17.6.29 Temp Diff across thickness = deg F Min Allow Out -of -Plane Dell Ratio = L ! 0 Minimum Vertical Steel % _ • 09020 Using Stiff. Reduction Facto; per ACV T(M*3 , • • • • •• • . • .••••• • • • • • .... • .. .••.• Root Allacttment • •• • •i• • i ••• •• ,I I 1 �t Floor Attachment I L : Dead Lr : Roof Live Lf . Floor Live S : Snow W . Win 1.20 050 0.0 00 0.0 k!ft 00 0.0 0.0 0.0 0.0 k/ft Seismic Loads: Wall Weight Seismic Load Input Method Direct entry of Lateral Wall Weight Seismic Wall Lateral Load 0.0 psf Fp 10 D Lr L E W Distributed Lateral Load 0.0 0.0 0.50 0.0 0.0 khft = 0 0 psi (Applied to hull 51 Rill Width") Endpoints from Base top bottom 7 330 0.10 k/ft Krause Residence Project Title 910 NE 99 th. Street Engineer: N G E LM O Miami Shores, Florida Project Descr Project ID: ASSOCIATES • PA Concrete Slender Wall File=c:luserslPAULIN-11DOCUME-11ENERCA-11M0260C-1.EC6 i . r 1 1. te ENERCALC INC 1983-2017, Build:10.176.29, Vec10.17.6.29 Description : Krause Residence - DESIGN SUMMARY Governing Load Combination . PASS Moment Capacity Check +1.20D+0.5OLr+1.60L PASS Service Deflection Check +D+L PASS Axial Load Check +1.20D+0.50Lr+1.60L PASS Reinforcing Limit Check Design Maximum Combinations - Moments Axial Load Load Combination Pu 0.06'fc'b't Mcr +1.40D at 7.09 to 7.33 +1.20D+0.50Lr+1.60L at 3.67 to 3.91 +1.20D+1.60L at 3.67 to 3.91 +1.20D+1.60Lr+0.50L at 4.16 to 4.40 +1.20D+1.60Lr at 7.09 to 7.33 +1.20D+0.50L at 3.91 to 4.16 +1.20D at 7.09 to 7.33 +1.20D+0.50Lr+0.50L at 3.91 to 4.16 +1.20D+0.50L+E at 3.91 to 4.16 +0.90D at 7.09 to 7,33 +0.90D+E at 7.09 to 7.33 Design Maximum Combinations Load Combination D Only at 4,16 to 4.40 +D+L at 3.67 to 3.91 +D+Lr at 4.16 to 4.40 +D+0.750Lr+0.750L at 3.67 to 3.91 +D+0.750L at 3.67 to 3.91 +D+0.70E at 4.16 to 4.40 +D+0.750L+0.5250E at 3.67 to 3.91 +0.601) at 4.16 to 4.40 4.60D4.70E at 4.16 to 4.40 Lr Only at 4.16 to 4.40 L Only at 3.67 to 3.91 Reactions - Vertical & Horizontal Load Combination D Only +p+L 0,000 2,640 2.390 3.064 0.000 2,327 0.000 2.577 2.327 0.000 0.000 Deflections Axial Load Pu Results reported for "Strip Width" of 12.0 in Actual Values . Allowable Values Maximum Bending Stress Ratio = 0.2146 Max Mu 5 728 k-ft Phi ' Mn 26.693 k-ft Actual Deft Ratio L/ 33967 Allowable Defl. Ratio 150 Max. Deflection 0.002591 In Max Pu / Ag 12 224 psi Max. Allow. Defl.:. • .: •0.5866 in Location 3.789 ft Controlling As/bd 0.001642 • • • �" • �,SIbD `-• 0.0 rhdbal 0.0189t • • • • • • Maximum Reactions . for Load Combination... • V • ' • • Top Horizontal L Only "' • • • • Base Horizontal +p+L 1.83Tt;••� • • • • • • • • 1.8521t ... Vertical Reaction +D+Lr • • • • • • • 3.284 R • • • • Results reportd'b'fp? *.Strip Width* = 12 in. • • • • • Moment Values • • • • 17�i• • • • • • • a Mu Phi Phi Mn As • .As.Rati ' • • o rhobal •••••• 55.080 17.60 0.70 0.90 2512 0.330 0.0016 0.019? 55,080 17 60 5.73 090 26.69 0 330 0,0016 0.0189 55.080 17 60 5.67 090 2654 0.330 0.0016 0.0189 55.080 17.60 2.18 0.90 26.95 0.330 0,0016 0.0189 55.080 17.60 0.93 0.90 2512 0.330 0.0016 0.0189 55,080 17 60 199 0.90 26.51 0.330 0.0016 0.0189 55.080 17.60 0.60 0.90 25.12 0.330 0.0016 0.0189 55.080 17.60 2.05 0.90 26.66 0.330 0.0016 0.0189 55.080 17.60 1.99 0.90 26.51 0.330 0.0016 0.0189 55.080 17,60 0.45 0,90 25.12 0.330 0.0016 0.0189 55.080 17,60 045 0.90 25.12 0.330 0.0016 0.0189 Results reported for "Strip Width" = 12 in. Moment Values Stiffness Deflections Mcr Mactual I gross I cracked I effective Deflection Deft. Ratio 1 886 1760 029 5.832,00 1992 17 60 361 5.83200 2.386 17 60 0.41 5,832,00 2.367 1760 2.85 5,83200 1,992 17.60 2.77 5,832.00 1.886 17.60 0.29 5.832.00 1,992 17,60 2.77 5,832.00 1132 17.60 0.18 5,832.00 1 132 1760 0 18 5,832.00 0.500 17.60 012 5.832.00 0.000 17.60 3.35 5.832.00 0 000 000 0.00 0,00 Base Horizontal 0.1 1.9 750.54 4374 000 0.000 403715.0 75238 4374 000 0.003 33,967.3 759 31 4374.000 0.000 284967 5 75896 4374 000 0,002 42.640.3 75238 4374,000 0.002 44,073.1 750.54 4374.000 0.000 403715.0 752.38 4374 000 0.002 44,073.1 737.23 4374.000 0.000 672886.1 737.23 4374,000 0.000 672886.1 726.01 4374.000 0.000 968989.5 71714 4374,000 0.002 37.038.5 0.00 0.000 0 000 0.0 Results reported for "Strip Width" = 12 in. Top Horizontal Vertical @ Wall Base 0.07 2.784 1.76 2.784 .. Reactions - Vertical & Horizontal Load Combination +D+Lr +D+0.750Lr+0.750L +D+0.750L +D+0.70E +D+0.750L+0.5250E +0.60D +0.60D+0.70E Lr Only L Only E Only Base Horizontal 0.1 14 1.4 0.1 1.4 0.0 0.0 0.0 1.8 0.0 Results reported for "Strip Width" = 12 in. Top Horizontal Vertical @ Wall Base 0.10 3.284 1.28 3.159 1.31 2.784 007 • 2.784 ' 1.31 ' • • • • 2.784 . .•.••• •• • • 1 • g 0.04 1.670 00000 0.03 •• 0.500 +•.••: • •..•• 1.83 ••••• : 0Adb0 ••••• +•••.• • • Miami Shores Village `SHOResh Building Department 10050 NE 2nd Ave. 'iori va Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES l3t..111.1"ANG r)EPAR'1'MI::N'I OF FMPLOYMENT AS SPECIAL INSPECTOR trNDF:R TIII:• FLORIDA BUILDING CO1)1 I (We) have been retained by i _ �(rfCz_ .......... _ to perform special inspector services uncle e Florida Building Code 5th Edition (2014} and Miami Da e C u y Administrative Code at ;he 7 Sl-_Sf4A2czf project on the below listed structure as of t i / (date). I am a registered arch itect/profession at engineer licensed in the State of Florida Process Number: ��-%�%—l�c�b /�" r<2�1 : ••• �••••• ...... _ Special Inspector for Reinforced Masonry Section 2122.4 of the FBC 5th Edition (2014) •••;•• • • ".900" 0 Miami Dade County Administrative Code; Article II Section 8.22 Special Inspector for :."""; _ •••• " " •• •""' • • �usses > 35 ft. long or 6 ft high •••• : • .."•• Steel Framing and Connections welded or bolted • • " "'•' �! r6oil Compaction .••••• ; • •; • •• " ."•"•• • • Precast Attachments " " • • :.00% • '"'•• 0 _ Roofing Applications, Lt Weighl Insul Conc. •' "••• : ""; Other • • Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection" 3. 1. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or li.censure to perform the duties assign by 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 N(-.'[:I.;S Fundamentals hmininatton, or registration as building inspector or general contractor. 1 (we) will notify the Miami Shores 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 fitr reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Irlorida Building Code. must be performed by the Miami Shores Building Department .Inspections performed b.� the Special Inspector hired by the owner are in addition to the mandatory inspections per by the department. Further• upon completion of work under each Building Permit, I will submit to the Building, inspector at the time of the final inspection the completed inspection log form and a scaled statement indicating that, to the best of my knowledge, belief and p ssion ejudgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approval plans. Engineer/Architect Name—,PAU(,CrC-124[;� Sta d ' d Sealed Pint / Date: I �� Addre5s G ty re/ LOf%�.4 f�1�c-L� 391 I Cr ��,r3f �s FL. 33 l . 4- Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/#/report/summary OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-3410 Property Address: 910 NE 99 ST Miami Shores, FL 33138-2567 Owner Mailing Address HANS JOACHIM KRAUSE URSULA M KRAUSE 4720 N BAY RD MIAMI BEACH, FL 33140 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,141 Sq.Ft Lot Size 10,200 Sq.Ft Year Built 11928 Assessment Information Year 2016 2015 2014 Land Value $265,371 $244,625 $173,744 Building Value $151,745 $151,927 $148,176 XF Value $3,795 $2,856 $2,890 Market Value $420,911 $399,408 $324,810 Assessed Value $182,066 $180,801 $179,367 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Assessment $238,845 $218,607 $145,443 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead rNole:Not all benefits are applicable to all Taxable Values (i.e. County, School City, Regional). Short Legal Description • MIAMI SHORES SEC 3 PB 10-37 LOTS 11 & 12 BLK 80 • LOT SIZE 100.000 X 102 • • OR 17355-4525 0996 1 • Generated On : 5/6/2017 Taxable Value Information County Exemption Value Taxable Value School Board Exemption Value 2016 $50,000 $132,066 $25,000 2015 $50,000 $130,801 $25,000 2014 $50,000 $129,367 $25,000 Taxable Value $157,066 $155,801 $154,367 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $132,066 $130,801 $129,367 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $132,066 $130,801 $129.367 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/29/2016 $625,000 30059.4576 Qual by exam of deed 09/01/1996 $166,300 17355-4525 Sales which are qualified 08/01/1990 $157,600 14676-2208 Sales which are qualified 03lOa/168 • • $•i14�,5 • 14021-1048 Sales which are qualified . • • • • • • • ••e • The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Mami-Dade County assumes no liability, see full disclaimer and User Agreement at hftp://wArw.miamidade.gov/info/disclaimer asp • 4 • • • • • Mersion: • • • • • i . . • • • • • • • • • • • r bCV1Cl.riN14NL1CNV!lCVNMCNI-AL MAlkl{IALSTESTING ASBESTOS I ROOF TESTING INSPECTION SERVICES DRILLING SERVICES Ec DYNATli'ICH ENGINEERING CORP, WWW.DYNATECHENC;INEERING.COM Miami, October 27, 2016 Mr. Ilija Mosscrop MOSSCROP ASSOCIATES 460 Northeast 59th Street Miami, FL 33137 Re: Proposed new Residence @ 910 Northeast 99th Street Miami Shores, FL Dear Mr. Mosscrop: Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) completed a Subsoil Investigation on October 27, 2016 at the above referenced project. The purpose of our investigation was to help determine the subsoil conditions relative to foundation design of the proposed structures. A total of (3) standard penetration boring tests were performed according to ASTM-D 1586 down to an average depth of 20' below existing ground surface at the locations shown on the attached sketch only. The following graph was developed as a general condition below existing ground surface at the time of drilling for the subject site (Subsoil conditions are non -homogenous, refer to field boring logs for exact locations and soil description, average depths are approximate and will vary in the field): Averaize Denth From To Description 0'-0" 0'-1" Topsoil and grass 0'-1" 2'-0" Dark brown medium sand w/organic stain and w/rock fragments 2'-0" 4'-0" Light tan medium sand 4'-0" 5'-6" Tan medium sand w/rock fragments 5'-6" 20'-0" Tan sandy limerock Groundwater was measured immediately at the completion of each boring and was found at an average depth of approximately 8'-0" below existing ground surface at the time of drilling. Existing ground surface elevation was not provided to us at the time of drilling. Design engineers must verify existing ground elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level is anticipated due.ta seasonal vaatipjns and run off as well as varying ground elevations construction dewatering •arid p*Impini acfiwtiks in the area and global . • . ... warming. Site contractor must familiarize himself witk•sita &rfda1i&0 i11 tbe.gvent groundwater controls and dewatering is needed during construction. Surface flooding may result under hurricane conditions and should be taken into consideration in the design. -of -the proieG4. The .contractor shall monitor and make sure that groundwater levels on adjacent ju'bperties orb rout a&ers;li impacted due to the contractors dewatering activities. Specialty groundwater and' wafer pr&Aug contractors shall be consulted for all work below the groundwater level. 7S0 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (30S) 828-7499 FAX (4(:% SCO 99 98 EMAIL;IN � O*aYNO*TECHENGINEERING.COM �tEC Re: 910 Northeast 991h 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- Strip the entire building construction areas of all topsoil, grass, dark brown medium sand w/organic stain and rock fragments, pavements, tree stumps and construction debris down to clean granular material wherever encountered at an average depth of 0'-6" to 2'-0" (see field boring logs). Any underground structures, former pools, septic tanks, utilities, root systems and drainages trenches, etc ... must be removed in their entirety from beneath the proposed construction area. 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. Localized areas of loose materials, if present, will become evident during site clearing, grubbing and proof rolling, and must be removed prior to filling operations. Backfill construction areas to required elevation. using clean granular homogenous material placed in lifts not to exceed 12 inches in thickness and compact as indicated above. C- Excavate footing areas only to proper depth and recompact 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 above the water table shall consist of clean granular homogenous soil, free of organics or other deleterious material, and shall contain no more than 12 percent fines passing a U.S. standard No. 200 sieve and have a Unified Soil Classification System (USCS) designation of GP, GW, GP -GM, GW-GM, SP, or SW. No particle size greater than 3 inches shall be in the top 12 inches of the building pad. Fill material below the water table shall consist of washed free draining gravel to about 12 inches above the water table. (ie: Ballast rock FDOT No. 57 stone or equivalent) unless dewatering is employed. When dewatering is employed, fill material shall consist of clean, granular homogenous soil, free of organics or other deleterious material, and shall contain no more than 5 percent fines passing a US standard No. 200 sieve. 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 case of existing structures, existing footings new, f&NOi(�4DAs Arad proposed drainage lines, provisions shall be made by the structural engineers >rn tM clvil gip ler, and site contractor to protect all footings from future erosion, undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluatil thg4appl�ioabkity of Ws recommendations. The above foundation recommendations being achieved'and vtfified; j! is jar opi �on•that the proposed structures be designed for a shallow foundation system with a net static permissible soil bearing pressure not to exceed 2500 P.S.F. All footings shall be based at a depth of not less thaa 12•inchgs below the adjacent grade.,--�s�' Design computations for thickness shall utilize a modulusof sft;4dereastiontvalue of 300 pci. . . . . .. . . . . . .. .. .. . .. .. 2 ... . 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM ` . Eq Re: 910 Northeast 991h Street, Miami Shores, FL Slabs must be provided with proper expansion and control joints. The following soil parameters shall be used for retaining wall designs: - Soil unit weight moist: 130 pcf. Submerged: 70 Pcf. 0 - 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; 15* uncoated steel. 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. Excavation contractor must make provisions for hard excavation conditions. 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 address differential settlements and vibration transfer. 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. Detailed settlement analysis was beyond the scope of this report. However, we have compared the field test data obtained in this exploration with our experience with structures similar to those proposed for this report. The estimated magnitude of these settlements is less than 1/2 inch differential and less than 1 inch total settlements. Due to the granular nature of the subsurface materials, the foundation settlements should occur as the loads are applied and should be virtually negligible by the end of the building shell completion. If dynamic loading is proposed (ie: parking garage, etc...) this condition MUST be brought to our attention to re-evaluate the applicability of our recommendations. ..... . . . . . .. . ......... . .. ... .. . .. .. . ... . ... . . 0:6....... . . .... . . . . ... . . . 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM `/ EC Re: 910 Northeast 991h Street, Miami Shores, FL This report was prepared in compliance with the 2014 Florida Building Code, 51h edition. Site elevations were not provided to us for the test locations. Depths reported on the field boring logs represent the depth below existing ground surface as they existed on the date of drilling. In the event of subsequent filling, excavations or site work, the reported depths must be adjusted to represent proper depths. 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 and accepts 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 themselves 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. The scope of services performed in the execution of this investigation may not be appropriate to satisfy the needs of other users, and use or re -use of this document or the findings, conclusions, or recommendations is at the risk of said user. Said user must contact DEC in writing to verify applicability of this report for their use. 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, l m Wissam Naamani, P. E. � � � 3g�� ° � •' DYNATECH ENGINEERING CORP. r ,��a�,;, F _ • • Florida Reg. No. 395844, . eq i • • Special Inspector No. 757 �'• :; L��n,,, • i �• . Certificate of Authorization No.: CA 5491 ��'' ��' • • . ... . ... . . .... ....... . . . . . .. . .. . . ... . 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM `/ E� ` TEST BORING REPORT . ......... . ............ . ... . ... . . . ..... .... ... . . . ... . ... . . . . ... . . .......... ............ .... ...... . DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : MOSSCROP ASSOCIATES DATE: 10-27-16 PROJECT : Proposed Residence @ HOLE NO.: B-1 ADDRESS : 910 Northeast 991h Street, Miami Shores, FL DRILLER: A. S. LOCATION : See attached sketch HAMMER DESCRIPTION OF MATERIALS Depth BLOWS ON "N" SAMPLER 2 Hand H 4 Hand H 0'-0" to 0'-6" TOPSOIL AND GRASS 6 3 3 6 0'-6" to 1'-0" DARK BROWN MEDIUM SAND W/ORGANIC STAIN 3 6 8 5 6 14 1'-0" to 2'-0" LIGHT TAN MEDIUM SAND 8 9 10 11 10 21 2'-0" to 3'-0" TAN MEDIUM SAND 11 9 12 8 9 7 8 16 3'-0" to 5'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 14 5'-0" to 20'-0" TAN SANDY LIMEROCK 16 18 20 11 10 22 12 12 22 24 26 28 30 32 •• •.• • . .. ••: .• '.' • 934• ::36• Water Level: 8' Below Existing Land Surface at time of drilling As a mut1pproteVon to cligi$s, t4sublic aijou�ellves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports Is reserved pending on our written approval. H.A.: HAND AUGER; A: HOLLOW STEM AUGER; R: REFUSAL ••• • • • • ••• • • •• •• • • • • • 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM l / EC DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : MOSSCROP ASSOCIATES DATE: 10-27-16 PROJECT : Proposed Residence @ HOLE NO.: B-2 ADDRESS : 910 Northeast 991h Street, Miami Shores, FL DRILLER: A. S. LOCATION : See attached sketch HAMMER DESCRIPTION OF MATERIALS Depth BLOWS ON "N" SAMPLER 2 Hand H 4 Hand H 0'-0" to 0'-6" TOPSOIL AND GRASS 6 3 2 5 0'-6" to V-0" DARK BROWN MEDIUM SAND W/ORGANIC STAIN 3 4 8 5 7 16 V-0" to V-6" GRAY MEDIUM SAND 9 8 10 9 11 24 I'-6" to 3'-0" LIGHT TAN MEDIUM SAND 13 12 12 10 9 11 12 20 3'-0" to 4'-0" TAN MEDIUM SAND 14 4'-0" to 5'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS 16 5'-0" to 20'-0" TAN SANDY LIMEROCK 18 20 11 12 25 13 12 22 24 26 28 30 32 .. ••. . • •. • . . . 34 • •• • • • . ••• • .. ... .. • . .• 36 . ... .•• • 38 Water Level: 8' Below Existing Land Surface at time of driihng As a mutualprotedtion to dlitets, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H.A.: HAND AUGER; A: HOLLOW STEM AUGER; R: REFUSAL 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM ` EC DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : MOSSCROP ASSOCIATES DATE: 10-27-16 PROJECT : Proposed Residence @ HOLE NO.: B-3 ADDRESS : 910 Northeast 99th Street, Miami Shores, FL DRILLER: A. S. LOCATION : See attached sketch HAMMER DESCRIPTION OF MATERIALS Depth BL= ON "N" SAMPLER 2 Hand H 4 Hand H 0'-0" to 1'-0" TOPSOIL AND GRASS 6 3 3 7 1'-0" to 2'-0" DARK BROWN MEDIUM SAND W/ORGANIC STAIN 4 6 8 5 6 11 AND ROCK FRAGMENTS 5 9 2'-0" to 4'-0" LIGHT TAN MEDIUM SAND 10 8 12 23 11 10 4'-0" to 5'-6" TAN MEDIUM SAND W/ROCK FRAGMENTS 12 10 9 17 8 8 5'-6" to 20'-0" TAN SANDY LIMEROCK 14 16 18 20 9 16 28 12 13 22 24 26 28 30 32 3634 . ... ... 38 Water Level: 8' Below Existing Land Surface at time of (frillingA's a mutual protection to duets, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. H.A.: HAND AUGER; A: HOLLOW STEM AUGER; R: REFUSAL i 750 VEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM PEP EC SITE PLAN ............ . ......... ............ . . ... .. 41 .... . ... . . .. • . .. . . . ... . . .. ... . .......... . .. .. ... . . . . .. ..... . ... . . . .. .. . B# : Boring Test Location O P-#: Percolation Test Location P-1 Lrc B2 B1 I -7-CD 91 r■ VSOON 1 0 96 too A 1 .. ... . . . . . •• • • • • . • • • . • • . . . . ... . DYNATECH ENGINE.ER,ING CORP. Client: Mosscrop Associates, Inc. ••• '.' :' .,; •,• Scale: N.T.S. Project: 910 Northeast 99 Street, Miami Skere9, FL• .. ... Date: October 27, 2016 . . . . . . . . . . . ...... . .... ... . . . ... . . 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 performed 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 Relative Density and Consistency Cone Penetration . Standard' Relative en Tests Petration Density /cm3 lows/ft. Sands 0-16 0-4 17-40 5-10 41-80 11-20 81-120 21-30 Over 120 31-50 Silts & Clay 0-3 4-9 10-17 18-31 32-60 Over 60 0-2 3-4 5-8 9-15 16-30 31-50 Very Loose Loose Firm Very Firm Dense Very Loose Soft Firm Stiff Very Stiff Hard Particle Size Boulders > 12 in. Cobble 3 in. to 1 in. Gravel 4.76 mm to 3 in. Sand 0.07 mm to 4.67 mm. Silt 0.005 mm. to 0.074 mm Clay < 0.005 mm Modifiers 5% - 10 % Slightly Silty or Clayey 10%.- 30% Silty or Clayey 30% - 50% Very Silty or Very Clayey 0% - 5% Slightly Trace 6% - 10% Trace 11% - 20% Little 21% -35% Some > 3 5% And Rdck Aai&J0s•Dkes-rlat� Soft RolecQ** 0 *abk *)h � handled Medium Can break with your hands. Moderate Hard Thi%94ges or rock core can be broken with fingers Hard T%in bdge s pr;o4 c�ore�Wjbe broken with fingers Very Hard :gpck;oore Angs vl4ert strut.with hammer (cherts) .. .... ....... . ---------------.-----------.�.....r�.....r.......r .rr....r �.w......r. vr�..vv. •uv....v �... vs u..��Vl•JLRYII.LJ ILRiLL.II\V JLRY1l.LJ f &c DYNATECH ENGINEERING CORP. V V W.DYNATECHENGINEERING.COM Miami, October 27, 2016 Mr. Ilija Mosscrop MOSSCROP ASSOCIATES 460 Northeast 591h Street Miami, FL 33137 Re: Proposed new Residence @ 910 Northeast 99th Street Miami Shores, FL Dear Mr. Mosscrop: Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) completed a Percolation Test on October 27, 2016 at the above referenced project. The purpose of our investigation was to help determine the hydraulic conductivity for drainage design at the depth shown on the attached field log. The above hydraulic conductivity represents an ultimate value. The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. In the event the test location is changed or the soil removed and replaced; the test results will need to be re-evaluated. Groundwater was measured immediately at the completion of each boring and was found at an average depth of approximately 8'-0" below existing ground surface at the time of drilling. Existing ground surface elevation was not provided to us at the time of drilling. Design engineers must verify existing ground elevations as well as FEMA Flood and County highest and lowest groundwater elevation for their design. Fluctuation in water level is anticipated due to seasonal variations and run off as well as varying ground elevations construction dewatering and pumping activities in the area and global warming. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed during construction. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall monitor and make sure that groundwater levels on adjacent properties are not adversely impacted due to the contractors dewatering activities. Specialty groundwater and water proofing contractors shall be consulted for all work below the groundwater level. In case of existing structures, existing footings new foundations and proposed drainage lines, provisions shall be made by the structural engineer, the civil engineer, and site contractor to protect all footings from future erosion, undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The drainage $ysl �m installation depth and dimension must be verified in the field during construction. •�; ... •99 • • r ••• • • • •• • • • • • •• • • 000 • ••• • 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-745�9 F•j (• �) $28L9598 E"L:0IFOODYNATECHENGINEERING.COM JtEC ••• 0 • • • •• •• Re: 910 Northeast 991h Street, Miami Shores, FL This report was prepared in compliance with the 2014 Florida Building Code, 51h edition. Site elevations were not provided to us for the test locations. Depths reported on the field boring logs represent the depth below existing ground surface as they existed on the date of drilling. In the event of subsequent filling, excavations or site work, the reported depths must be adjusted to represent proper depths. 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 and accepts 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. The scope of services performed in the execution of this investigation may not be appropriate to satisfy the needs of other users, and use or re -use of this document or the findings, conclusions, or recommendations is at the risk of said user. Said user must contact DEC in writing to verify applicability of this report for their use. 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 �� ss Wissam Naamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 $\$SA M Certificate of Authorization No.: CA 5491 ....... • ...... . .: . . .� e � ti�.Z .. , ... .. .. &nSo-,• s� • • • • • • • • A • • i y •�Ib NGt� • 5. EC 750 WEST 84TH STREET, HIALEAH, FL 33014 PBONI(,8bs)8�-?49 6 r828-9598 EMAIL:INFO@DYNATECHENGINEERING.COM ••• • • • ••• • • PERCOLATION TEST ............ . ......... . ............ .... .... . . . .......... . .. .... ... .... . . ... . .... ....... . .......... ............ .... ...... . ..+.. .......... ..... .....� nu-,-_, ac.Qaa In MQQ&vaI xvur irai LLY,7I AX4w-r.-&-JUN bbXV1t;rb I LXILLAL4UbZXV1l;bb DEc DYINFER CORP. WWW.DYNATECHENGINEERING.COM DATE CLIENT PROJECT PROJECT LOCATION LOCATION OF TEST DIAMETER OF HOLE TEST NO. PERCOLATION TEST ACCORDING TO S.F.W.M.D. D.O.T. STANDARD TEST : October 27, 2016 : MOSSCROP ASSOCIATES : Proposed New Residence @ : 910 Northeast 991h Street, Miami Shores, FL : SAS : 7" P-1 TEST DEPTH (feet) 0-15' AVERAGE FLOW (GPM) 42.2 -3 AVERAGE K (CFS/Sq. Ft -Ft Head) 1.34x10 * The above hydraulic conductivity represents an ultimate value. The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. Water Table 8' Below existing ground surface. SUBSURFACE INVESTIGATION Depth Below Ground Surface Soil Description 0'-0" to 0'-6" Topsoil and grass 0'-6" to 1'-0" Dark brown medium sand w/organic stain 1'-0" to 2'-0" Light tan medium sand 2'-0" to 3'-0" Tan medium sand 3'-0" to 5'-0" Tan medium sand w/rock fragments 5'-0" to 15'-0" Tan sandy limerock N (SS,q ",/#espectfully submitted, Field Tech: A. S. .. . •vs ;� ; • 1 •; s DNATECH ENGINEERING CORP. • • • • • • •: py'G rida Reg. No. 39584 Yertificate of Authorization No.: CA 5491 00, Or * As a mutual protection to the clients, the publij !nd ourselves, a8 reports arasu tjj as the confidential property of clients, and authorization for publication of statement conclusions or extracts from airregaraing our;rePdrts it tesQ"vod pending on our written approval. ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • 750 WEST 84TH STREET. HIALEAH, FL 33014 e69N;T30'.3= 8E8- 7499 F AW04 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM trEC • SITE PLAN 0 •• ••• • •• •• ••• • • • • •• • • • •• • • ••• • • • • •• • ••• • • • • •• ••• • • • • • • • ••• • • •• • • •• • ••• • • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • • ••• • • • •• •• • • • • B# : Boring Test Location O P-#: Percolation Test Location rpIr 9 P-1 B2 B1 .� • 1.....■ B3 1 i "l • • • • • • • • • • • • • • • • • • • • • • • . . . . . . . . . . . .. • • . . • • . .. . . ... . . ... . DYNATECH ENGINEERING CORP. Client: Mosscrop Assp�iates� Inc � • • ; • � � : : Scale: N.T.S. • • Project: 910 Northeast 99•$trpet, �Vli�rpi Shores, FL Date: October 27, 2016 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 performed 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 Relative Density and Consistency Cone Penetration Standard Tests Penetration /cm' lows/ft. Sands 0-16 .. 0-4 17-40 5-10 41-80 11-20 81-120 21-30 Over 120 31-50 Silts & Clay 0-3 4-9 10-17 18-31 32-60 Over 60 0-2 3-4 5-8 9-15 l 6-30 31-50 Relative Density Very Loose Loose Firm Very Firm Dense Very Loose Soft Firm Stiff Very Stiff Hard Particle Size Boulders > 12 in. Cobble 3 in. to 1 in. Gravel 4.76 mm to 3in. Sand 0.07 mm to 4.67 mm. Silt 0.005 mm. to 0.074 mm Clay < 0.005 mm Modifiers 5% - 10 % Slightly Silty or Clayey 10%.- 30% Silty or Clayey 30% - 50% Very Silty or Very Clayey 0% - 5% Slightly Trace 6% - 10% Trace l l% - 20% Little 21% - 35% Some > 35% And • • • • • .. Roc4 UarAness Description Soft .: R*liC ir;Qrumbles when handled Medium • • • • • • % Un broakvAth your hands. Moderate Hard Thin edges or rock core can be broken with fingers Hard •; • • • • •Thin edges oc rock core cannot be broken with fingers Very Hard toc� co;j rjn when struck with hammer (cherts) ... . . . ... . • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Property Search Application - Miami -Dade County Page 1 of 1 "'FF1`1 OF THE PROPERT"'Y t) U Summary Report Property Information Folio: 11-3206-014-3410 Property Address: 910 NE 99 ST Miami Shores, FL 33138-2567 Owner HANS JOACHIM KRAUSE URSULA M KRAUSE Mailing Address 4720 N BAY RD MIAMI BEACH, FL 33140 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,141 Sq.Ft Lot Size 10,200 Sq.Ft Year Built 1928 Assessment Information Year 2016 2015 2014 Land Value $265,371 $244,625 $173,744 Building Value $151,745 $151,927 $148,176 XF Value $3,795 $2,856 $2,890 Market Value $420,911 $399,408 $324,810 Assessed Value $182,066 $180,801 $179,367 Benefits Information Benefit Type 2016 2015 2014 Save Our Homes Assessment $238,845 $218,607 $145,443 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 _............_._..... _.._ Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOTS 11 & 12 BLK 80 LOT SIZE 100.000 X 102 OR 17355-4525 0996 1 Generated On : 5/10/2017 2016 Aerial Photography It Taxable Value Information 2016 2015 2014 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $132,066 $130,801 $129,367 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $157,066 $155,801 $154,367 C ity Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $132,066 $130,801 $129,367 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $132,066L $130,801 $129,367 Sales Information Previous Sale Price OR Book -Page Qualification Description 04/29/2016 $625,000 30059-4576 Qual by exam of deed 09/01/1996 $166,300 17355-4525 Sales which are qualified 08/01/1990 $157,600 14676-2208 Sales which are qualified 03/01/1989 I $142,500 14021-1048 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer. asp Version: http://\vww.miamidade.gov/propertysearch/ 5/10/2017 INGELMO ASSOCIATES -PA Krause Residence 910 NE 99th. Street Miami Shores, Florida Structural Calculations: Residence INGELMO ASSOCIATES PA 250 Catalonia Avenue, Suite 301 Coral Gables, Florida 33134 Paul Ingelmo, P.E. FL. No. 29310 CA: 26864 Civiv Structural Engineering Design Consulting C.A. No. 26864 pingelmo(@ingelmo. biz www.ingelmo.biz APp � rL�-+L R� Vfc I<� �D�rD -. DATE • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • ••• • • • • • • • • • • ••• • 250 Catalonia Averle, Suite 391 i Ceral dables, FL:3134 o Tel: 305-461-6009 Fax: 305-461-6010 • • 004 •• • • • • • • • ••• 0 • • 0 • • • • • 000 • 0 N INGELMO ASSOCIATES - PA . . . . .................... Oz-ki ............ ...... . ... ........ ............ 40 Ps? 1 �f ilY}�°n COMP By:—Phl/4;; (tlo . CHK BY: 11 DATE:. I =-Zo— SHEET NO.: JOB NO.: .. .... .... 17.f ..--33--z Zn . ..... ... : : : * • I% : : le 0 00 0 0 a 0 0 so 0: : : 0 : : :*: . so* .. ..... ...... 00 0 ........... ......... ............. . ... . .......... . . ............. 000 000 ................... ... ... . . ........ ... . ot 09* 0 OV 0 00 of 0 0 0 .. 4 000 0 a 0 0*0 0 I INGELMO] -ASSOCIATES - PA COMP BY: P,� ?Ww CHK BY: DATE: SHEET NO.: JOB NO.: �-( (t3L�/%'12f. � SAC(�'J.l 1?C'ii0 ,%1.�4�9rr';;/)/-!: � ,'a•-,c�% `1 .. To 1'� 6 u a)T V,WoL&j_ tj fro L8 &W 401n( o '2 CID ATz 00?C�� 0, �c 0. 2 2 W-0 Lm 4�0 . ....... ... .. 000 :0. :0 0.0 0 000 000 0 ! ! 0!0 ! INGELMO ASSOCIATES • PA p &J, - 3 3.4 ps A= Lae her 3o.�pSh. 77( COMP BY: P1�6?wj CHK BY: DATE:' 2 - ?o� SHEET NO.: JOB NO.: c�c� lycl-VCl�l)/L��r !�3 LOrd —J . f7fQ ter 4,y &,4.0 COA l 8!) ,� 2 : 72564) Gt — m7u�a. �2cr�✓ Ceni�c�.�n�.s/J�'J -- h1�x�'�i1� .. (12-X � ¢) x.3:3 6 �Pb-L6 Xit y� �•� •.• i • ! • • ••• // L .. ... .. . . . .. �33C)/ X12) �C4x2X 7-3 /� :•',�aaZ, VI SOUTHERN PINE REFERENCE DESIGN VALUES Size NEW&I DESIGN Z" VALUES thick, 2"to 4" wide 4 Includes: 2x2 20 2x4 3x3 3x4 44 Based on SPIB Grading Rules and AWC National Design Specification Values in pounds per square inch (psi) 'Duration and Dry Service (MC519%) -See Tables A-1 thru A-4 forAdiustmi Grade Tension Shear Compression Parallel Parallel Perpendicular Bending to Grain to Grain to Grain Fb Ft Fv Fc1 Dense Select Structural ...... Select Structural............ Non -Dense Select Structural ... No.I Dense ................. No. 1....................... No.1 Non -Dense ............. No.2 Dense ................. No.2....................... No.2 Non -Dense ............. No.3 and Stud .............. Construction ............... Standard ................... utility' ..................... 2700 2350 2050 1650 1500 1300 1200 1100 1050 650 875 475 225 1900 1650 1450 1100 1000 875 750 675 600 400 500 275 125 175 175 175 175 175 175 175 175 175 175 175 175 175 660 565 480 660 565 480 660 565 480 565 565 565 565 Compression Modulus Parallel of to Grain Elasticity Fe E E,mn 2050 1900 1800 1750 1650 1550 1500 1450 1450 850 1600 1300 850 1,900,000 1,800,000 1,600,000 1,800,000 1,600,000 1,400,000 1,600,000 1,400,000 1,300,000 1,300,000 1,400,000 1,200,000 1,200,000 690,000 660,000 580,000 660,000 580,000 510,000 580,000 510,000 470,000 470,000 510,000 440,000 440,000 a ' 1"�t0 4" Dense Select Structural ....... 2400 1650 175 660 1900 1,900,000 690,000 thick, Select Structural ............. 2100 1450 175 565 1800 1,800,000 660,000 Non -Dense Select Structural ... 1850 1300 175 480 1700 1,600,000 580,000 5"to 6" No.I Dense ................. 1500 1000 175 660 1650 1,800,000 660,000 _ wide No. I ....................... No.l Non 1350 875 175 565 1550 1,600,000 580,000 -Dense ............. 1200 775 175 480 1450 1,400,000 510,000 Includes: No.2 Dense ................. 1050 650 175 660 1450 1,600,000 580,000 2X5 2X6 No•2••..• •.•••••.••••.•• . 1000 600 175 565 1400 1,400,000 510,000 3X5 3x6 No.2 Non -Dense ............. 950 525 175 480 1350 1.300,000 470,000 45 46 No.3 and Stud ............... 575 350 175 565 800 1,300,000 470,000 Z'to 4" Dense Select Structural ...... 2200 1550 175 660 1850 1,900,000 690,000 thick, Select Structural ............ Non -Dense Select Structural ... 1950 1700 1350 1200 175 175 565 480 1700 1650 1,800,000 1,600,000 660,000 580,000 l 8ff'wide No.l Dense ................. No.l 1350 1250 900 175 660 1600 1,800,000 660,000 q Includes: ....................... No.l Non -Dense ............. 1100 800 700 175 175 565 480 1500 1400 1,600,000 1,400,000 580,000 510,000 2X8 No.2 Dense ................. No.2 975 600 175 660 1400 1,600,000 580,000 I , ' 3x8 ....................... No.2 Non -Dense ............. 925 875 550 500 175 175 565 480 1350 1300 1,400,000 1,300,000 510,000 470,000 •"' zxu_ 48z No.3 and Stud ............... 525 325 175 565 775 1.300,000 470,000 - ' 2""t0 4 Dense Select Structural....... 1950 1300 175 660 1800 1,900,000 690,000 thick, Select Structural ............ Non -Dense Select Structural ... 1700 1500 1150 1050 175 175 565 480 1650 1600 1,800,000 1,600,000 660,000 580,000 '� = 10" wide No.] Dense ................. 1200 800 175 660 1550 1,800,000 660,000 No.I ....................... No.I Non -Dense ............. 1050 950 700 625 175 175 565 480 1450 1400 1,600,000 1,400,000 580,000 510,000 Includes: 7 i 2x10 No.2 Dense ......... . ....... No.2....................... 850 800 525 475 175 175 660 565 1350 1,600,000 580,000 3X10 No.2 Non -Dense ............. 750 425 175 480 1300 1250 1,400,000 1,300,000 510,000 470,000 ;^ 4102 No.3 and Stud ............... 475 275 175 565 750 1,300,000 470,000 2"'t0 4" Dense Select Structural....... 1800 1250 175 660 1750 1,900,000 690,000 +i thick, Select Structural............ 1600 1100 175 565 1650 1,800,000 660,000 . Non -Dense Select Structural ... 1400 975 175 480 1550 1 600 000 580 000 3 12"wide No.I Dense .................1100. . 759 a 1&75 660 1500 1,800,000 660,000 No.l......... ....... •.... 11Q000• • 651• 0175 No.1 Non -Dense ; �i7i.i �1•'S 565 1400 1,600,000 580,000 Includes: ............ .400.; No.2 Dense * Jo • 55 480 1350 1,400,000 510,000 2X12 3x12 ............ • . . • • 00 .1 No.2....................... 750 450 175 No.2 Non 660 1300 565 1250 1,600,000 580,000 1,400,000 510,000 4122 -Dense ............. 700 400 175 480 1250 1,300,000 470,000 No.3 and Stud.......... ;. , ; • 450. • • • ; 250 .0.1750. 565 725 1,300,000 470,000 (1) For utility, design values apply to 4"-wide lumber only. (2) For I.V%r 4" t ll,and8" :r wafer, r4l�plythe Fbtioue by Ci =1.1. (3) For lumber wider than 12", multiply these 12"-width design values for Fb. Ft and Fc by CF = .90, and use these 12"•width desigg'*.s fig the other properties.*• • • • The Southern Forest Products Association (SFPA) does not test lumber of establish design values. Neither SFPA, nor its members. warrant that the design values are correct, and dlsclalm responslbllity for In)ury or damage resulting from the use of such design values. NEWO DESIGN 9 VALUES •.. • • . . ••• SDUTNERNPINEUSEGuiDE ; ; ; ;.; ; ; ; 2 0 1 3 Edition Copyright ® 2013. Southem FLO PrAtludts Association. Alr� Southern Forest Products Association tsteserved. • • • • • • • • • •• 000 0 • • • • • • • SouthernPine.com ....... . ..... . ....... .... .... . . ..... . ............................... - .... . .......... - ........ .... .. . . . ....... .. .. ................ ........... . ........ ..... .... ..... ....... ... - . ..... .. . . ...... :'ON 9Or :*ON 133HS gat7 z 1 31V(J AHO :AG dY4OO 0 0 wJ-UxoK2L -1-f"Z "? = 6 7 Vrg i tlJ, 12 v (7,yj /14 e47q Vd - S31VIOOSSV ON-139NI -Powers. FASTENERS PRODUCT INFORMATION PERFORMANCE DATA Allowable Load Capacities for Wedge -Bolt installed in Normal -Weight Concrete at Critical Spacing and Edge Distances'," �t Wedge -Bolt* Nominal Minimum Minimum Concrete Compressive Strength (f �) Anchor Embedment psi 000 , 21 p i ( 3.8 MPa) 4,000 psi (27.6 MPa) 6,000 psi (41.4 MPa) Diameter Depth d h, Tension Shear Tension Shear Tension Shear in. (mm) in. (mm) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) 1 (Z 5.4) 180 (0.8) 230 (1.0) 335 (1.5) 470 (2.0) 415 (1.9) 540 (2.4) 1/4 1 112 (38.1) 360 (1.6) 500 (2.2) 535 (2.4) 520 (2A) 620 (2.8) 565 (2.5) (6.4) 2 (50.8) 600 (2.7) 500 (2.2) 985 (4.4) 520 (2.3) 1,245 (5.6) 670 (1.9) 2 1/2 (63.5) 880 (4.0) 500 (2.2) 1,165 (5.2) 520 (2.3) 1,315 (5.9) 670 (2.9) 1 1/2 (38.1) 475 (2.1) 690 (3.0) 630 (2.8) 860 (3.8) 760 (3.4) 1,400 (6.2) 2 (50.8) 750 (3.4) 775 (3.4) 980 (4.4) 860 (3.8) 1,300 (5.9) 1,400 (6.2) 3/8 (9.5) 21/2 (63.5) 1,025 (4.6) 860 (3.8) 1,330 (6.0) 860 (3.8) 1,835 (8.3) 1,400 3 (76.2) 1,450 (6.5) 1,030 (4.5) 1,935 (8.7) 1,080 (4.8) 2,475 (11.1) (6.2) 1,400 3112 (88.9) 1,875 (8.4) 1,205 (5.3) 2,535 (11.4) 1,300 (5.7) 3,110 (14.0) (6.2) 1,400 (6.2) 2 (50.8) 715 (3.2) 1,240 (5.5) 985 (4.4) 1,420 (6.3) 1,195 (5.4) 11900 (8.4) 2 112 (63.5) 1,025 (4.6) 1,450 (6.4) 1,300 (5.9) 1,620 (7.2) 1,620 (7.3) 11990 1/2 (12.7) 3 (76.2) 1,480 (6.7) 1,550 (6.8) 1,950 (8.8) 1,810 (8,0) 2,345 (8.8) 1,990 (10.6) (8.8) 31/2 (88.9) 1,515 (6.8) 2,005 (8.9) 2,120 (9.5) 2,040 (9.0) 2,975 (13.4) 2,150 (9.5) 4 (101.6) 1,890 (8.5) 2,165 (9.1) 3,155 (14.2) 2,270 (10.2) 3,155 (14.2) 2,400 (10.8) 21/2 (63.5) 855 (3.8) 11800 (8.1) 1,180 (5.3) 2,560 (11.3) 1,725 (7.8) 2,545 3 (76.2) 1,140 (5.1) 1,980 (8.8) 1,845 (8.3) 2,560 (11.3) 2,240 (10.1) (11.3) 2,850 (12.6) 5/8 31/2 (88.9) 1,430 (6.4) 2,160 (9.6) 2,510 (11.3) 2,560 (11.3) 2,760 (12.4) 2,850 (12.6) (15.9) 4 (101.6) 2,060 (9.3) 2,385 (10.6) 3,190 (14.4) 2,785 (12.3) 3,580 (16.1) 3,020 (13.4) 41/2 (114.3) 2,695 (12.1) 2,615 (11.6) 3,875 (17.4) 3,010 (13.4) 4,400 (19.8) 3,190 (14.2) 5 (127.0) 3,325 (15.0) 2,840 (12.6) 4,555 (20.5) 3,240 (14.4) 5,215 (23.5) 3,370 (14.9) 3 (76.2) 11080 (4.9) 2,370 (10.5) 1,620 (7.3) 3,030 (13.4) 2,175 (9.8) 3,700 (16.4) 3112 (88.9) 1,430 (6.4) 2,615 (11.6) 2,330 (10.5) 3,705 (21.1) 2,840 (12.8) 4,100 (18.2) 4 (101.6) 1,780 (8.0) 2,865 (12.7) 3,035 (13.7) 4,380 (19.4) 3,505 (15.8) 4,500 (20.0) 3/4 (19.1) 41/2 (114.3) 2,310 (10.4) 00 3�2�j8gpp . (14.�) • • 3,;95• • •(15t3)• • • 4,665 (20.8) 4,180 (18.8) 4,960 5 (127.0) 2,835 (12.8) . 3,i96 • • • 1 ) • • • •3,X>i0 0 4 • '(1 9)• 4,935 • (21.9) 4,850 (22.0) 5,425 (21.8) (24.4) 5112 (139.7) 1 3,360 (15.1) 1 4,160 (18.5) 1 4,115 (18.5) 5,210 (23.1) 5,520 (24.8) 5,890 (26.2) 6 (1 52.4) 3,885 (17.5) • •4,530 • •(20.1) • • • •4,475 • • (20.1)• • 5,490 • (24.4) 61190 (27.9) 6,355 (28.2) wpo,aun uxcu me wiwmre09 an appueo satety la rot 4.0. 1. Critkal and minimum spacing and edge distanceuvns as well as reduction fa for intermediate spacing an: edge disttarre• are lifted in the Design Criteria section. 3. Linear interpolation may be used to determine allowable loads for intermediate embedments and compressive strengths. ••• • • • • ••• • • Powers USA: (800) 524-3244 or (914) 235-6300 Carp;lj: (105) E?•3-N5 %(:_j4)j11-Aj16 www.powers.com 4 ?owers ?/ FASTENERS PRODUCT INFORMATION Wedge -Bolt• PERFORMANCE D. Ultimate and Allowable Load Capacities for Wedge -Bolt Anchors Installed in Multiple Wythe Brick Masonry" Minimum End Distance Structural Brick Masonry Nominal Minimum Minimum Minimum fin 2 1,500 psi (10.4 MPa) Anchor Embed. Edge and Spacing Ultimate Load Allowable Load Diameter Depth End Distance Tension Shear Tension Shear d h, Distance in. in. (mm) in. (mm) in. (mm) (mm) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) 1/4 (6.4) 2 1/2 (63.5) 4 (101.6) 4 (101.6) 2,280 (10.3) 1,480 (6.7) 455 (2.0) 295 (1.3) 3/8 3112 6 6 3,390 3,830 680 765 (9.5) (88.9) (152.4) (152.4) (15.3) (17.2) (3.1) (3.4) 1/2 (12.7) 4 (101.6) 8 (203.2) 8 (203.2) 4,800 (21.6) 7,060 (31,8) 960 (4.3) 1,410 (6.3) 5/8 (15.9) 4 (101.6) 10 (254.0) 12 (304.8) 6,120 (27.5) 11,250 (50.6) 1,225 (5.5) 2,250 (10.1) 3/4 (19.1) 4 (101.6) 12 (304.8) 16 (406.4) 8,580 (29.6) 12,340 (55.5) 1,315 (5.9) 2,470 (11.1) 1. Tabulated load values are for anchors installed in multiple wythe, minimum Grade SW, solid day brick masonry walls conforming to ASTM C 62. Mortar must be minimum Type N, Masonry compressive strength must be at the specified minimum at the time of installation (%m x 1,500 psi).. 2. Allowable loads are calculated using an applied safety factor of 5.0. Consideration of safety factors of 10 or higher may be necessary depending on the application, such as life safety or overhead. Combined Loading For anchors loaded in both shear and tension, the combination of loads should be proportioned as follows: Where: Nu = Applied Service Tension Load Nu + (V� 5 1 N„ = Allowable Tension Load Nn 1 Vn Vu = Applied Service Shear Load Vn = Allowable Shear Load Load Adjustment Factors for Spacing and Edge Distances' Anchor Installed in Normal -Weight Concrete Anchor Dimension Load Type Critical Distance (Full Anchor Capacity) Critical Load Factor Minimum Distance (Reduced Capacity) Minimum Load Factor Spacing (s) Tension Scr = 12 d Fiv = 1.0 Smin = 4d FN = 0.50 Shear Scr = 12 d Fvs = 1.0 Smin = 4d Fvs = 0.75 Edge Distance (c) Tension Ccr = 8d FN = 1.0 cmin = 3d FNc = 0.70 Shear Ccr = 12 d Fvc = 1.0 in = 3 d Fvc = 0.15 Anchor Installed ip �VycVral Li9htvye(9ht jgpncrete Anchor Dimension Load Type Critical istanc; . • • 64calMinimum (Full Anchof tapatey) I�b* Vit- or ' • Distance (Reduced Capacity) Minimum Load Factor Spacing (s) Tension Scr = 14.1d FN = 1.0 Smin = 4.7d FN = 0.50 Shear Scr = 14.1 d Fvs = 1.0 Smin = 4.7 d Fvs = 0.75 Edge Distance (c) Tension Ccr � 9A �N = 1 V • CV = 3.5d fN = 0.70 Shear crr' 14.0 : Co. ' 1.0': i cmin = 3.5d Fvc = 0.15 -n wau •awa mums m me penormance data taores are mwdphed by reduction factors when anchor spacing or edge distances are less than critical distances. Linear interpolation is allowed for intermediate anchor spacing and edge distances between critical and minimum distances.When an anchor is affected by both reduced spacing and edge distance, the sparing and edge reduction factors must be combined (multiplied). Multiple reduction factors for anchor spacing and edge distance may be required depending on the anchor group configuration. ••• • • • • ••• • • Powers USA: (800) 524-3244 or (914) 235-6300 Caqtria: tt"5)V3-97J95 0;15.14r931tj16 www.powers.com 12 . . . OOE9-SEZ (bl6)10 "ZE-bZS (008) :VSA sJaneod : • • • i lZt.;.LE9.Sb l,) �.0'S�t. ELI*(...S06) :epeue:) uaoD*sjaMod'mmm £ L peo1lo %SL sanaly)e joyjue ayl 43lynn le (pf) smlawelp toque £ o1 lenba si (q!Wa) amlslp a6pa wnwlullN 'peol 10 %OO L sanal43e joy)ue ayl pqm le (PZt) sialawelp ioywe ZL of lenba si (j>>) awelsip a6pa lemin ayl ieays ul papeol sjoy)ue,oj :saloN •peol 10 %oL sanaiy)e Joy)ue ayl y-)lynn le (p£) sialawelp joy3ue f of lenba si (uw.)) melsip a6pa wnwiullN •peol 10 %OOL sanaly)e 1043ue ayl pqm Le (p8) sialawelp J043ue 8 of lenba si (»>) awelslp a6pa lnip ayl 'uolsual ui papeol sjoy)ue joj :sal0N PeOl1u %SL sana143e ioy:)ue ayl 43l4ne le (pp) sialawelp lopue b of lenba si (u/ws) 6upeds wnwiulyy 'peol 10 %oot sanalpe ioLpue ayl pyne le (pZL) sialawelp io43ue Zt of lenba si (J-1s) 6upeds Ie3ap ayl ieays ul papeol sio43ue joj :saloN 00' l _ 6 r 1Q'Qm ••• Z/l L m ot 9• '.000't Z/l bve'0 • £b'0 Z9'0 00't £ l'6Z'0 £b'0 ZL'0 b/t Z � S t'o ZZ'o b£10 8S'0 8/L t 1' Sl'0 bZ'0 £b'O Z/L t n • *00 0 • • • •• • Sl'O 62'0 8/11 • • • • • • • • • S l'0 b/£ b/ t OIL L Z/ l L sit t bl£ ('ul) ulw:) 6 Z/ l 1 9 Z/ t b E u! '.).) blE 8/S Z/l 8/E b/t ('u!) 'ela (3A.4) jeaL1S la:)ue}sia a6P3 00' l _ 9 Z6'0 00. S m 08'0 06'0 00't b A 9L'O t8'0 88'0 o0'L E o OL'0 bL'O 6L'O 88'0 b/l Z LTO 9L'0 08'0 00'l Z OL'0 SL'0 Z8'0 SO 81L t n 0L'0 9L'0 88'0 Z/L t OL'0 6L'O 8/l l OL'0 bl£ b/l Z 8/L L Z/L l 8/t t WE ('ul) ufw.) 9 S b £ Z Pul ":) WE T 8/S I Z/ l I WE I b/ l 'ul 'eja (3Nj) uoisual la:)ue;sla 06p3 00't - 6 66'0 001 Z/l L vA 88'0 £6'0 00'1 9 L8'0 S8'0 L6'0 001 Z/L b SL'O 8L'o L810 98'0 00'l £ m SL'O 8L'O £8'0 b6'0 Z/L Z SL'O 6L'0 88'0 Z T SL'O LOT Z/t t A SL'O t E Z/l Z Z Z/t l l ('ul) °lws 6 Z/L L 9 Z/L b f 'w WE 8/S Z/t WE b!t 'uO''e1a (5A-4) .jeayS '6upedS b a A N a 1 5 n A NOIIVWHOJNI 13(1aOUd o4108-af pom saann0,g_ if 1� MecaWind Std v2.2.7.5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright_•_ww.mcc:aexiter..F:>r.i.ses.r_oici Date 4/20/2017 Project No. Company Name Ingelmo Associates Designed By Ingelmo Associates PA Address 250 Catalonia Avenue Suite 30 Description Kraus Residence City Coral Gables Customer Name Mosscrop Associates State Florida Proj Location 910 NE 99th. Street, Miami Sho File Location: C:\Users\Paulinusl\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 500.00 ft Epsilon 0.20 Zmin = 15.00 ft Pitch of Roof 4 : 12 Slope of Roof(Theta) = 18.43 Deg h: Mean Roof Ht = 18.67 ft Type of Roof HIPPED RHt: Ridge Ht = 25.33 ft Eht: Eave Height 12.00 ft OH: Roof Overhang at Eave= 2.50 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge 75.00 ft Bldg Width Across Ridge= 75.00 ft Length of Hipped Ridge = 1.50 ft Roof Slope on Hip End = 18.76 Deg Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.90 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 11 • B • • • • • • • •• • • B • • % • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• Kh: 2.01*(Ht/Zg)^(2/Alpha) 0.89 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 35.54 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 6955.84 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 75 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure --------------- ------ +GCpi (psf) ----------- -GCpi (psf) Leeward Wall -0.50 -21.50 ----------- -8.71 Side Walls -0.70 -27.54 -14.75 Wall Elev Kz Kzt Cp qz Press Press Total ------------------------------------------------------------------- ft psf +GCpi -GCpi +/-GCpi Windward 12.00 d.85 1.00 0.80 33.94 16.68 29.48 38.19 Windward 2.00 0.85 1.00 0.80 33.94 16.68 29.48 38.19 Roof Location --------------------------------------- Windward - Min Cp Windward - Max Cp Leeward Norm to Ridge Hipped End (.00 to 9.33 ft) Hipped End (9.33 to 18.67 ft) Hipped End (18.67 to 37.33 ft) Hipped End (37.33 to 80.00 ft) Overhang Bot (Windward only) Cp Pressure Pressure +GCpi(paf)-GCpi(pef) --------------------------------- -0.36 -17.27 -4.48 0.14 -2.17 10.63 -0.57 -23.62 -10.82 -0.90 -33.59 -20.79 -0.90 -33.59 -20.79 -0.50 -21.50 -8,71 -0.30 -15.46 -2.67 0.80 23.08 23.08 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Hipped ends considered as parallel to ridge for all theta. Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 18.4 Deg, h/1= 0.25 Note (7) Overhang bottom based upon windward wall Cp and GCpi = 0. MWFRS-Wall Pressures for Wind Normal to 75 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a I.,oad Factor of .6 Wall Cp --------------- ------ Leeward Wall -0.50 Side Walls -0.70 Pressure Pressure +GCpi (psf) ----------- -GCpi (pef) ----------- -21.50 -8.71 -27.54 -14.75 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 25.33 0.95 1.00 0.80 37,90 19.38 32.17 40.88 Windward 12.00 0.85 1.00 0.80 33.94 16.68 29.48 38.19 Windward 2.00 0.85 1.00 0.80 33.94 16.68 29.48 38.19 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi (psf)-GCpi (psf) ---------------------------------------------------------------- Roof: 0.0 ft to 9.3 ft -0.90 -33.59 -20.79 Roof: 9.3 ft to 18.7 ft •• 0•W00900 •-331k58 •*-20.79 Roof: 18.7 ft to 37.3 ft t0%CC : .*21+5D : -8.71 Roof: 37.3 ft to 80.0 ft • •:0.30. • •15ai6 • -2.67 •• ••• •• • • • •• Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/l= 0.25 Wind Pressure on Components and Cladding :(Ghee30 P" 1):• • • • • • • • • • • • •• • • • •• • • •• • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t 2 2; 1 2 Hip Roof 7 e 6 <= 27 a All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = 7.47 ft Description Width Span Area Zone Max Min Max P Min P ----------------------------------------------------------------------- ft ft ft^2 GCp GCp psf psf windows 2.00 5.00 10.0 4 1.00 -1.10 41.94 -45.49 windows 2.00 5.00 10.0 5 1.00 -1.40 41.94 -56.15 doors 3.00 7.00 21.0 4 0.94 -1.04 39.92 -43.47 doors 3.00 7.00 21.0 5 0.94 -1.29 39.92 -52.11 walls 4.00 10.00 40.0 4 0.89 -0.99 38.16 -41.71 walls 4.00 10.00 40.0 5 0.89 -1.19 38.16 -48.60 roof 2.00 5.00 10.0 1 0.50 -0.90 24.17 -38.38 roof 2.00 5.00 10.0 2 0.50 -1.70 24.17 -66.82 roof 2.00 5.00 10.0 3 0.50 -1.70 24.17 -66.82 overhang 2.00 5.00 10.0 2H 0.50 -2.20 17.77 -78.19 everhang 2.00 5.00 10.0 3H 0.50 -3.70 17.77 -131.50 Khcc:Comp. & Clad. Table 6-3 Case 1 0.89 Qhcc:.00256*V^2*Khcc*Kht*Kd = 350.54 psf •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' � - _ - __ - ° °° ° ° °= ° °°° ° - - °° �° . °e . 1 __— 7�>� - —... -- ' — e� - ' ^ . / U �— :'0N 8Or /�/--':l]N1]3HS Vd S3l sv �-- lolnD pnedfuRzz L"66,40 b dU1Ij0dW (¢) ; 442.01 --4L.6i:KF Q -6(0. Z PsrZ �� o� C¢, -f - • o� —4-3.6 PSF ® f 40. �, --62. / PSF U r Rs F OVERALL BULMG WDTH Kn A; scZ p'1 a)7fct- ��- i�'j�d�'!i S><Io2�J ac Ifi_ 21.50' MGM n NORTH ELEVATION (FACING NE 99TH STREET) 1 SCMF. 1/4' I rl SOUTH ELEVATION (FACING REAR YARD) �OQ --------------- 3 n � jA/C EOw,, 1 I RA Few f ' .INGELMO] CHK BY: SHEET NO.- ~ ~°°°° ° °°°°°° =° ° CONCRETE MASONRY PRIVACY WALL Hook development lengths in 3,000 psi #4 81, #5 10" #6 12" #7 14" • • • • • • • • 8"W concrete • • • cap with (2)94 •••••• cont. • • • • • • • 0000 • • ••• 00i ht of welt •••••• • depth of footing ••• • ••�+ • • • • • tti�I ness of footing •••• - 1 idth of footing EccPrivWall STABILITY 1639 M overt. [k-ft] 4245 M resist. [k-ft] 2.59 SOIL STRESSES WALL FORCES FOOTING (PLAIN CONCRETE) j2g 2579 F tot.l 4_ 2230 M overt. [k-ft] - - 0.86 Eccentricity [ft] 3.03 Width of triang. stress block [ft] 1702 Soil=ring Page 1 (l 771 gh?r �x 2 C 7t,10 f�? �C �� �6. C [ 3/4" stucco each face adds 20 psf] we -eelf. / ' 2. .pd33 r ` .O d 33 K12Ar'b Oi` Ij X. 6d 33 L 5-ig-a>71= /4/ MecaWind Std v2.2.7.5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mc:caeriter)r.ises.com Date 4/25/2017 Project No. . Company Name Ingelmo Associates Designed By Ingelmo Associates PA Address 250 Catalonia Avenue Suite 30 Description Kraus Residence City Coral Gables Customer Name Mosscrop Associates State Florida Proj Location 910 NE 99th. Street, Miami Sho File Location: C:\Proyram E'.iles (sBF,;)',MECAWind\Moss:ropKrauss. nd Input Parameters: Other Structures & Building Appurtances MWFRS (Ch 29) Basic wind Speed(V) = 175.00 mph Structural Category II Exposure Category = C Natural Frequency = N/A Flexible Structure No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha 9.50 Zg = 900.00 ft At 0.11 Bt = 1.00 Am = 0.15 Bm 0.65 Cc 0.20 1 500.00 ft Epsilon 0.20 Zmin = 15.00 ft B - Horizontal Dim. 50.00 ft Ht- Grade to Top of Sign= 6.00 ft W - Sign Depth 1.00 ft S - Vertical Sign Dim. = 6.00 ft Bs- Ratio of B / S 8.33 Sh- Ratio of S / Ht = 1.00 E - Solidity Ratio 100.00 8 Elb - Base Elevation = .00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - S.i.mpli.fi.ed Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Design Wind Pressure - Other Structures Elev Kz Kzt qz W_Pres Cf( 1.32) ft psf pof ------- -------------- -------- ----------------- 6.00 0.85 1.00 33.942 38.08 Note: W_Pres_Cf is Wind Pressure based on Cf(Force Coefficient) Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls CMse A F I 1Md Case B Raw• • • • • • 0 3 «itsd . .. • • • Raw Cf - Force Coefficient • ••• • ••• • • 1.32 Rd - Reduction Factor (1-(1-E)^1:5)9 • = 1.00 Kz • • • • • • • •• • • = 0.85 Kzt • •• • • •• • • • = 1.00 Qz = 33.94 psf Wind Pressure at Elevation 6 ft = 38.08 psf • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • /9/ Notes: 1) Signs with openings comprising < 30% of gross area are considered solid signs 2) Force Coefficients for solid signs with openings shall be multiplied by Rd 3) Case C only applies when Bs >= 2 Case C S S S Uwe Wind F F F F Balance S S S L �L . F F F Ail d Distance from CT Kz Kzt Qh Wind 0 Distance leading ---------------------------------------------------------------------------- edge ft Force Coeff, —Pressure paf paf From 0 to 6.0 2.86 0.85 1.00 33.94 82.63 From 6.0 to 12.0 1.86 0.85 1.00 33.94 53.55 From 12.0 to 18.0 1.38 0.85 1.00 33.94 39.70 From 18.0 to 50.0 0.82 0.85 1.00 33.94 23.77 RdC - Reduction Factor for Case C (1.8 - S / Ht) 0.80 Note: When S / Ht > 0.8 then Cf must be multiplied by RdC. •• ••• • • • • • •• •• ••• •• • • • •• • ••• • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • T.O. _ CONCRETE SLAB ELEV.: +0.0' :....: POOry �OTH'=•• ...... . .. ...... ...... ... . . 8"x8" CONCRETE SILL REINFORCED W/2 #5 CONTINUOUS (TYPICA; L) 8" CONCRETE MASONRY WALL REINFORCE WITH #5 AT 48" O.C. (MAX) WATERPROOFING BY POOL MANUFACTURER 3" CLEAR TYPICAL #4 AT 12" O.C. EPDXY COATED L 2'-0" EI L7=1 1—= SECTION 4" CONC. SLAB ON COMPACTED BACKFILL; REINFORCED WITH 6X6—W1.4XW1.4WFF; OVER 10 MIL VAPOR BARRIER #4 AT 12" O.C. W STANDARD HOOK Miami a 71 I Scale: 1/2"=V-0" FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 17010 - KRAUSE Residence Builder Name: Street: 910 NE 99th STREET Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: Jurisdiction: 232600 Design Location: FL, Miami County:: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing New (From Plans) 9. Wall Types (2520.0 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 2270.00 ft' 2. Single family or multiple family Single-family b. Frame - Steel, Adjacent R=4.1 250.00 ft' 3. Number of units, if multiple family 1 a N/A R= ft' 4. Number of Bedrooms 3 d. N/A 10. Ceiling Types (2500.0 sqft.) R= ft' Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 2500.00 ft' 6. Conditioned floor area above grade (ft') 2500 b. N/A R= ft' c. N/A R= ft' Conditioned floor area below grade (f?) 0 11. Ducts R ft' 7. Windows(454.3 W.) Description Area a. Sup: Attic, Ret Attic, AH: 1st Floor 6 130 a. U-Factor: Sgl, U=0.93 454.25 ft' SHGC: SHGC=0.50 12. Cooling systems kBtu/hr Efficiency b. U-Factor. N/A ft' a. Central Unit 42.0 SEER:16.00 SHGC: c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft' a. Electric Strip Heat 34.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: 6.029 ft. 14. Hot water systems Area Weighted Average SHGC: 0.500 a. Propane Tanldess Cap: 1 gallons 8. Floor Types (2500.0 sqft.) Insulation Area EF: 0.998 a. Slab -On -Grade Edge Insulation R=0.0 2500.00 ft' b. Conservation features b. N/A R= ft' None c. N/A R= ft' 15. Credits CF, Pstat Total Proposed Modified Loads: 97.02 PASS Glass/Floor Area: 0.182 Total Baseline Loads: 110.52 1 hereby certify that the plans and s cifi ons covered by Review of the plans and O�T}�E ST'�rfi this calculation are in compliance the lorida Energy specifications covered by thisy Code. calculation indicates compliance AA7E ���� with the Florida Energy Code. �► +m� °� - ,� Q PREPARED BY: Before construction is completed DATE: A, f Q ^ '��{� -: this building will be inspected for compliance with Section 553.908 « ,� cr-FE`'A HEG Np Ak SSJpry.56 AL EN I hereby certify that this building, as designeg,/ tih compliance Florida Statutes. CAA with the Florida Energy Code. WE OWNER/AGENT: BUILDING OFFICIAL: • • • • • DATE; DATE: . . - Compliance requires certification by the air handles tuut4afly0i tyier; hIt 0;6air handier enclosure qualifies as certified factory�sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with 11402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. "' • • • • . .. .. .. ... ... . . . ... . ... . . . . ... . . • .... 5/4/2017 7:25 PM EnergyGauge® USA.-• FlAes2( 14SectiorrR4&.4,1 Compliant Software Page 1 of 5 •• •• • • • •• .• ••• • • • ••• • • v„ PROJECT Title: Building Type: Owner: # of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: 17010 - KRAUSE Residence User 1 232600 Single-family New (From Plans) MOSSCROP AND ASSOCIATES Bedrooms: 3 Conditioned Area: 2500 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: Whole House Fan: Address Type: Street Address Lot # Block/SubDivision: PlatBook: Street: 910 NE 99th STREET County: Miami -Dade City, State, Zip: MIAMI SHORES, FL, 33138 CLIMATE Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp 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 Blockl 2500 25000 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 2500 25000 Yes 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 1st Floor 200 ft 0 2500 ft2 1 0 0 ROOF # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Gable or shed Barrel the 2708 ft2 520 ft2 Light 0.75 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 2500 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) '' "' ' ' • • • 1st Floor .30• Batt• 2500 ft2 0.11 Wood : : : • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • 5/4/2017 7:25 PM EnergyGauge® USA-.FIj%s?214Sactior+R4W.3 compliant Software Page 2 of 5 0 •.• 0 0 Cr%C3KA MAAG IM11A 1 VI\IYI 1\TVV-6V IT WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V It Qrnt To Space Wall Type0 1 N Exterior Concrete Block - Int Insul 1st Floor 4.1 20 10 200.0 ft2 0 0.75 0 _ 2 N Exterior Concrete Block - Int Insul 1st Floor 4A 7 10 70.0 ft2 0 0.75 0 _ 3 NE Exterior Concrete Block - Int Insul 1st Floor 4.1 6 10 80.0 V 0 0.75 0 _ 4 N Exterior Concrete Block - Int Insul 1st Floor 4.1 6 10 60.0 ft2 0 0.75 0 _ 5 NW Exterior Concrete Block - Int Insul 1st Floor 4.1 8 10 80.0 ft2 0 0.75 0 _ 6 NW Exterior Concrete Block - Int Insul 1st Floor 4.1 6 10 60.0 ft2 0 0.75 0 _ 7 N Exterior Concrete Block - Int Insul 1st Floor 4.1 8 10 80.0 ft2 0 0.75 0 _ 8 NE Exterior Concrete Block - Int Insul 1st Floor 4.1 6 10 60.0 ft2 0 0.75 0 _ 9 N Exterior Concrete Block - Int Insul 1st Floor 4.1 22 10 220.0 ft2 0 0.75 0 _ 10 E Exterior Concrete Block - Int Insul 1st Floor 4.1 40 10 400.0 ft2 0 0.75 0 _ 11 E Garage Frame - Steel 1st Floor 4.1 25 10 250.0 ft2 0 0.75 0 _ 12 S Exterior Concrete Block - Int Insul 1 st Floor 4.1 14 10 140.0 ft2 0 0.75 0 _ 13 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 6 10 60.0 ft2 0 0.75 0 _ 14 S Exterior Concrete Block - Int Insul 1st Floor 4.1 28 10 280.0 ft2 0 0.75 0 _ 15 W Exterior Concrete Block - Int Insul 1st Floor 4.1 16 10 160.0 ft2 0 0.75 0 _ 16 S Exterior Concrete Block - Int Insul 1st Floor 4.1 8 10 80.0 ft2 0 0.75 0 _ 17 W Exterior Concrete Block - Int Insul 1st Floor 4.1 12 10 120.0 ft2 0 0.75 0 _ 18 NW Exterior Concrete Block - Int Insul 1st Floor 4.1 12 10 120.0 ft2 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Ft Width In Height Ft In Area 1 N Wood 1st Floor Wood .46 3 8 24 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Clear) Yes 0.93 0.5 15.8 ft2 0 ft 6 in 5 ft 0 in None None 2 N 2 Metal Single (Clear) Yes 0.93 0.5 5.3 ft2 1 ft 0 in 4 ft 0 in None None 3 NE 3 Metal Single (Clear) Yes 0.93 0.5 1.5 ft2 1 ft 0 in 5 ft 0 in None None 4 NW 6 Metal Single (Clear) Yes 0.93 0.5 7.5 ft2 1 ft 6 in 0 ft 8 in None None 5 N 7 Metal Single (Clear) Yes 0.93 0.5 25.0 ft2 1 ft 6 in 0 ft 8 in None None 6 NE 8 Metal Single (Clear) Yes 0.93 0.5 7.5 ft2 1 ft 6 in 0 ft 8 in None None 7 N 9 Metal Single (Clear) Yes 0.93 0.5 12.3 ft2 0 It 6 in 4 ft 0 in None None 8 N 9 Metal Single (Clear) Yes 0.93 0.5 21.0 ft2 0 ft6 in 4 ft 0 in None None 9 E 10 Metal Single (Clear) Yes 0.93 0.5 63.0 ft2 1 ft 8 in 2 ft 0 in None None 10 S 12 Metal Single (Clear) Yes 0.93 0.5 80.0 ft2 5 ft 0 in 2 ft 0 in None None 11 W 13 Metal Single (Clear) Yes 0.93 0.5 24.0 ft2 20 ft 0 in 2 ft 0 in None None 12 S 14 " Metal Single (Clear) Yes "' P.93 • ' ' ' 0�• • • • "160.0 ft2 10 ft 0 in 2 ft 0 in None None 13 W 15 Metal Single (Clear) Yes • '0.9; ; p.5: ; •; • 30.0 ft2 2 ft 0 in 4 ft 0 in None None 14 NW 18 •• Metal Single (Clear) Yes ••• •• 0.93 • • • 0.5 •• 1.5 tt2 1 It 8 in 1 ft 0 in None None • ••• • ••• • • • • • • • • • •• • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • 5/4/2017 7:25 PM EnergyGauge®U$J j FpReV1+4 8ect� �n R406.4+1:Compliant Software Page 3 of 5 CnPRA PAnF-7niA GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 529 ft' 529 ft' 70 ft 12 ft 3 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000191 1250 68.62 129.06 .1315 3 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 34 kBtu/hr 1 sy5#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts — I Central Unit Split SEER: 16 42 kBtu/hr 1260 cfm 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.998 1 gal 90 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft' DUCTS # — Supply — Location R-Value Area — Return — Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT QN RLF HVAC # Heat Cool 1 Attic 6 130 W Attic 40 ft' Default Leakage 1st Floor (Default) (Default) 1 1 • • . • • • • 5/4/2017 7:25 PM EnergyGauge® USA - FlaRes2g%S"oit R46�4.1 Co� p�ani $bftware Page 4 of 5 CrIORA DAnA-,) lA TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [[ ]] Jan Heating [X] Jan [[ ]] Feb [X] Feb Mar � Mar ) A ] Apprr [ (] j May May rX Jun [ Jun [X] Jul [) Jul Au Au rl Se Sep ri [ ] Oct [ j Oct Nov Dec Dec Venting [[ ]] Jan [[ jj Feb X Mar ] A r [ I Ma [[[ jjj Jun [ I Jul Aug Se [X] Oct XNov X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM PM 78 80 78 80 78 78 78 78 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling (WEH) AM PM 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) PM 68 68 68 68 68 68 68 68 68 68 66 66 • . . . . • . • 5/4/2017 7:25 PM EnergyGauge® USA- FlaRes2Qj tS;*&,1� R4Al Com plWI $aftware Page 5 of 5 FORM R406-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: 17010 - KRAUSE Residence Builder Name: Street: 910 NE 99th STREET Permit Office: City, State, Zip: MIAMI SHORES, FL, 33138 Permit Number: Owner: Jurisdiction: 232600 Design Location: FL, Miami COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in �J substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside of and cantilevered floors) subfloor decking. The air barrier shall be installed at any exposed edge of insulation. V Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. I Exposed earth in unvented crawl spaces shall be covered with a Class vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or ✓ unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity I/ spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air ,✓ tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behindpipiftp aryd yridn8. Exterior walls adjacent to eh owes; and:tu$s Jh f a De %sulated and the air Shower/tub on exterior wall barrier installed separatiofl them2rem ire Sl b*rj apotubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or // air sealed boxes shall bt installed. ... HVAC register boots fllat pfttrirtrb jIdirgthermal er$re%pe shall be HVAC register boots sealed to the sub-flodr'dr dr9 wall. • • • • • V Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have • • gasketed doors % • • • • • • • 5/4/2017 7:27 PM EnergyGauge® USA- FlaRes2064 section e4ps.j.i t.pmprarlt mnwaie oy� • •• •• • • • •• .• ••• • • • ••• • • FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 88 The lower the Energy Performance Index, the more efficient the home. 910 NE 99th STREET, MIAMI SHORES, FL, 33138 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor. Sgl, U=0.93 SHGC: SHGC=0.50 b. U-Factor: N/A SHGC: c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types a. Concrete Block - Int Insul, Exterior Single-family b. Frame - Steel, Adjacent 1 c. N/A 3 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 2500 b. N/A c. N/A Area 11. Ducts 454.25 ft2 a. Sup: Attic, Ret Attic, AH: 1st Floor ft2 12. Cooling systems ft2 a. Central Unit ft2 6.029 ft. 0.500 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 2500.00 ft2 b. N/A R= ft2 c. N/A R= ft2 I certify that this home has complied Construction through the above ene in this home before final inspection. based on installed Code_.cmpliant f Builder Signature: 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Propane b. Conservation features None 15. Credits Insulation Area R=4.1 2270.00 ft2 R=4.1 250.00 ft2 R= ft2 R= ft2 Insulation Area R=30.0 2500.00 ft2 R= ft2 R= ft2 R ft2 6 130 kBtu/hr Efficiency 42.0 SEER:16.00 VBtu/hr Efficiency 34.0 COP:1.00 Cap: 1 gallons EF: 1 CF. Pstat O qIW sT,�r �:ERARDO S�XiO PEREZ•GALCERtht � Address of New Home: FLORIDA REG. NO.56754 City/FL Zip: C0D wr:. L ENGINEER *Note: This is not a Bu ing Energy Rating. If your In ex is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyAaU9g Rating.* Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygduge.cotn fgr••inforjnatlon and a list of certified Raters. For information about the Florida Building Code, Energy Con larvatibrt c�rQaj tfle;Floirida Building Commission's 00 Go* support staff. lorida Energy Efficiency Code for Building features which will be installed (or exceeded) , a new EPL Display Card will be completed Date: Zo%7. d;;,r P3 **Label required by Section R303.1.3 of the Florida Builliml Code,-Ensr4W Conservation, if not DEFAULT. . . ... . . .... 5/4/2017 7:26 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 • •• •• • • • •• •• FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 910 NE 99th STREET Permit Number. MIAMI SHORES, FL, 33138 IyIANDATORY REQUIREMENTS See individual code sections for full details. (� 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. ■ R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where rpmireri by the cede official. an aooroved third party shall inspect all components and verify compliance. ■ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMAIWDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site-builtwindows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)WI ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 clrs (113'Jrgihlp41p0 g"re feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the j4irq,9y$tesn, in4� i�ng f �e manufacturer s air handler enclosure. All register boots shall be taped or otherwise sealed during the test. . • • • ; • • : 0.0 0 : 660 2. Rough4n test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not instali*et at the JAV dl' l* test,ste I Ies kage shall be less than or equal to 3 cfm (85 Umin) per 100 square feet (9.29 m2) of conditioned floor arsit ' • • • • • • • • • • • • •• • • • •• • • •• • • • Exceptions: ••• • • • ••• • 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by S$Etior R409 otthi on4s< • • • • • • • • • • • •• •• • • • •• 5/4/2017 7:27 PM EnergyGauge® USA - F1aRIM01l1 - SAttiort R4044.1 vom • Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) �J R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. L� R403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105"F (41^C) or below 55•F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. u R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 31% inches (89 mm) in the hot water distribution line and cold water line located as dose as possible to the storage tank R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4A.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tiR angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated later* IbaA.• 0 0 0 • • • • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • •• • • • •• • • •• • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • 5/4/2017 7:27 PM EnergyGauge® USA - FlaRe620i4 - SectiA R4W19. JOC-om • Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and mufti -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and mufti -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. • R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. �j R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling J and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. qd R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. 0 R403.9.1 Pool and spa heaters. Ali pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. 0 R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively frorrl dMsi1**rtngmrIeVenerstiori. • • • 0 R403.9.3 Covers. Heated swimming pools and inground pgrjnanegt& igst;lle§ sQas••sJJll bt equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven j4 heclVi sheaf toss.• • 0 0 • • • Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. • • • • " Iled lighting fixtures shall be 4e RR404.1 Lighting equipment (Mandatory). A minimum of 75 parcer� of the ymps iq liermap�r�ly jr>�jri g g high -efficacy lamps or a minimum of 75 percent of permanently installed:ghtipg Dxtores Dhall cohtpui dhlyhigh efficacy lamps. Exception: Law -voltage lighting shall not be re mi#ed to utilize%dh-eftV%cy laVA. '. • 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building themtal envelope;b41 be insulated to a minimum of R-6. 0 R405.2.1 Performance ONLY. Ceilings shall have minimuli injiiatiod oCP,-:9. Vyherl singly assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed-: . • . : : : : : . • . : 5/4/2017 7:27 PM EnergyGauge® USA - FlaRM614 - Section R405.11IN Oom 0 Page 3 of 3 Residential System Sizing Calculation Summary Project Title: 910 NE 99th STREET 17010 - KRAUSE Residence MIAMI SHORES, FL 33138 MOSSCROP AND ASSOCIATES 5/4/2017 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 56 r. Winter design temperature(TMY3 99%) 49 F Summer design temperature(TMY3 99%) 92 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 21 F Summer temperature difference 17 F Total heating load calculation 25873 Btuh Total cooling load calculation 37384 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Strip Heat) 131.4 34000 Sensible (SHR = 0.70) 91.5 29400 Latent 240.1 12600 Total 112.3 42000 Winter Heating Load (for 2500 sgft Load component. Load Window total 454 sI 8872 Btuh Wall total 2042 s 6669 Btuh Door total 24 s 232 Btuh Ceiling total 2500 sqft 1672 Btuh Floor total 2500 sqft 4956 Btuh Infiltration 88 cfm 2025 Btuh Duct loss 1447 Btuh Subtotal 25873 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 25873 Btuh Qelaaisa SUMMER CALCULATIONS Summer Cooling Load for 2bUU s tt -- ---- . I narl Window total 454 sqft Wall total 2042 sqft Door total 24 sqft Ceiling total 2500 sqft Floor total Infiltration 66 cfm Internal gain Duct gain Sens. Ventilation 0 cfm Blower Load Total sensible gain Latent gain(ducts) Latent gain (infiltration) Latent gain(ventilation) Latent gain(intemal/occupants/other) Total latent gain TOTAL HEAT GAIN 8th Edition 16059 Btuh 5399 Btuh 230 Btuh 2468 Btuh 0 Btuh 1230 Btuh 5420 Btuh 1230 Btuh 0 Btuh 100 Btuh 32136 Btuh 445 Btuh 2504 Btull 0 Btuh 2300 Btuf� 5249 Btuh �eitingSt6. Ay.� 1 .4'fl115(1 • . • • � �YaDtSi'.°.�11 • • • • 1 • EnergyGaug+/ 4SRC213 11: • •. .• . . . •• .. ••• . • • ..• • . �� � Vt'inaovrs(a93!•; X �vindo;-SI .'.�% 61ez_ LflCentin$ifr.246� Q stem Sizing a�culations - Summer Residential Load - Room by Room Component Details Project Title: 910 NE 99th STREET 17010 - KRAUSE Residence MIAMI SHORES, FL 33138 MOSSCROP AND ASSOCIATES 5/4/2017 Reference City: Miami, FL Temperature Difference: 17.OF(TMY3 99%) Humidity difference: 56gr. I Component Loads for.Room #1:1st Floor Type" Overhang Wndow Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.50, 0.93 No No N 0.5ft. 5.0ft. 15.8 0.0 15.8 27 27 420 Btuh 2 1 NFRC 0.50, 0.93 No No N 1.0ft. 4.Oft. 5.3 0.0 5.3 27 27 140 Btuh 3 1 NFRC 0.50, 0.93 No No NE 1.0ft. 5.011. 1.5 0.0 1.5 27 50 76 Btuh 4 1 NFRC 0.50, 0.93 No No NW 1.5ft. 0.7ft. 7.5 0.0 7.5 27 50 378 Btuh 5 1 NFRC 0.50, 0.93 No No N 1.5ft. 0.7ft. 25.0 0.0 25.0 27 27 666 Btuh 6 1 NFRC 0.50, 0.93 No No NE 1.51t. 0.7ft. 7.5 0.0 7.5 27 50 378 Btuh 7 1 NFRC 0.50, 0.93 No No N 0.5ft. 4.Oft. 12.3 0.0 12.3 27 27 326 Btuh 8 1 NFRC 0.50, 0.93 No No N 0.5ft. 4.Oft. 21.0 0.0 21.0 27 27 560 Btuh 9 1 NFRC 0.50, 0.93 No No E 1.7it 2.Oft. 63.0 0.0 63.0 27 65 4068 Btuh 10 1 NFRC 0.50, 0.93 No No S 5.OfL 2.Oft. 80.0 80.0 0.0 27 28 2132 Btuh 11 1 NFRC 0.50, 0.93 No No W 20.Of 2.Oft. 24.0 24.0 0.0 27 65 640 Btuh 12 1 NFRC 0.50, 0.93 No No S 10.Of 2.0ft. 160.0 160.0 0.0 27 28 4264 Btuh 13 1 NFRC 0.50, 0.93 No No W 2.Oft. 4.011. 30.0 0.0 30.0 27 65 1937 Btuh 14 1 NFRC 0.50, 0.93 No No NW 1.71t. 1.0ft. 1.5 0.0 1.5 27 50 76 Btuh Window Total 1 1 454 (sgft) 16059 Btuh Walls Type U-Value R-Value Area(sgft) HTM Load Cav/Sheath 1 Concrete BlkHollow -Ext 0.15 4.1/0.0 184.3 2.5 467 Btuh 2 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 64.8 2.5 164 Btuh 3 ConcreteBlkHollow -Ext 0.15 4.1/0.0 78.5 2.5 199 Btuh 4 Concrete BlkHollow - Ext 0.15 4.110.0 36.0 2.5 91 Btuh 5 Concrete BlkHollow - Ext 0.15 4.1/0.0 80.0 2.5 203 Btuh 6 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 52.5 2.5 2.5 133 140 Btuh Btuh 7 Concrete Blk,Hollow- Ext 0.15 4.1/0.0 55.0 8 Concrete BlkHollow - Ext 0.15 4.1/0.0 52.5 2.5 2.5 133 474 Btuh Btuh 9 ConcreteBlkHollow -Ext 0.15 4.1/0.0 186.8 2.5 855 Btuh 10 Concrete BIk Hollow - Ext 0.15 4.1l0.0 337.0 3.4 853 Btuh 11 Frame - Steel - Adj 0.20 4.1/0.0 250.0 2.5 152 Btuh 12 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 60.0 2.5 91 Btuh 13 Concrete BlkHollow - Ext 0.15 4.1/0.0 36.0 2.5 304 Btuh 14 Concrete Blk,Hollow -Ext 0.15 4.1/0.0 120.0 2.5 330 Btuh 15 Concrete BlkHollow- Ext 0.15 4.1/0.0 130.0 2.5 203 Btuh 16 ConcreteBlkHollow -Ext 0.15 4.1/0.0 80.0 2.5 304 Btuh 17 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 120.0 2.5 301 Btuh 18 Concrete BlkHollow - Ext 0.15 4.1/0.0 118.5 Wall Total 2042 (sgft) 5399 Btuh Doors Type Area (sqft) HTM Load 1 Wood - Exterior 24.0 9.6 230 Btuh Door Total 24 sgft) 230 Btuh Ceilings Type/Color/Surface U-Value R- alue• Awes(9gf1� � HTM Load 1 Vented Attic/LightMle 0.032 30.VV.0 • • • • :40-0 � • • • 2600 • � • • • • 0.99 2468 2468 Btuh Btuh Ceiling Total (5� Floors Type R-Value Size HTM Load 1 Slab On Grade G.O. •. .25091%-perime=er) • 0.0 0 Btuh Floor Total 25O0.O Csgft 0 Btuh :.. V ' .2onVEnvelpPe•$Obtotal: t 24156 Btuh ... . . . . ... . . EnergyGaugi® / CISRC2B V5.1 : : Page 1 . . . . . . . . . . . .. .. *9 . .. .. ... . . . ... . . Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate: FL MIAMI_INTL_AP 910 NE 99th STREET 17010 - KRAUSE Residence MIAMI SHORES, FL 33138 MOSSCROP AND ASSOCIATES 5/4/2017 Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.16 25000 1.00 65.8 Load 1230 Btuh Intemal gain Occupants Btuh/occupant Appliance 4 X 230 + 4500 Load 5420 Btuh Sensible Envelope Load: 30806 Btuh Duct load Average sealed, Supply(R6A-Attic), Retum(R6.0-Attic) (DGM of 0.040) 1230 Btuh Sensible Zone Load 32036 Btuh .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . . ... . . .... . .. .. .. ... ... . . . ... . .... .a6...... . • • • • • EnergyGaug� / SRC�B,•1 . • . Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate: FL_MIAMI_INTL_AP 910 NE 99th STREET 17010 - KRAUSE Residence MIAMI SHORES, FL 33138 WHOLE HOUSE TOTALS MOSSCROP AND ASSOCIATES 5/4/2017 Sensible Envelope Load All Zones 30806 Btuh Sensible Dud Load 1230 Btuh Total Sensible Zone Loads 32036 Btuh Sensible ventilation 0 Btuh Blower 100 Btuh Whole House Total sensible gain 32136 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 2504 Btuh Latent ventilation gain 0 Btuh Latent dud gain 445 Btuh Latent occupant gain (4.0 people C 200 Btuh per person) 800 Btuh Latent other gain 1500 Btuh Latent total gain 6249 Btuh TOTAL GAIN 37384 Btuh 1. Central Unit # 42000 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 dosed (IS - Insect screen: none(N), Full(F) or Half(%)) (Ornt - compass orientation) it •• •,. • • • • . •• Version . •......•. . .. ... .. . . . .. . ... • ... • . . . . . . . . .. . • . .. . • • • • . • •.. • . • .•. . EnergyGauge®/lISR&B41 Page System Sizing Calculations -Winter Residential Load - Room by Room Component Details Project Title: 910 NE 99th STREET 17010 - KRAUSE Residence MIAMI SHORES, FL 33138 Building Type: User MOSSCROP AND ASSOCIATES 5/4/2017 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 21.0 F (TMY3 99%) lComnonent Loads for Room #1: ist Floor j Window Panesrrype Frame U Orientation Areas X HTM= Load 1 1, NFRC 0.50(Strrryteta) 0.93 N 15.8 19.5 308 Btuh 2 1, NFRC 0.50(Strrrloetal 0.93 N 5.3 19.5 103 Btuh 3 1, NFRC 0.50(Stmioetal 0.93 NE 1.5 19.5 29 Btuh 4 1, NFRC 0.50(Stmoetal 0.93 NW 7.5 19.5 146 Btuh 5 1, NFRC 0.50(StrrTMetal 0.93 N 25.0 19.5 488 Btuh 6 1, NFRC 0.50(Stm4)letal 0.93 NE 7.5 19.5 146 Btuh 7 1, NFRC 0.50(StrrTMetal 0.93 N 12.3 19.5 239 Btuh 8 1, NFRC 0.50(StrrTMetal 0.93 N 21.0 19.5 410 Btuh 9 1, NFRC 0.50(Stmioetal 0.93 E 63.0 19.5 1230 Btuh 10 1, NFRC 0.50(Stmioetal 0.93 S 80.0 19.5 1562 Btuh 11 1, NFRC 0.50(StmNletal 0.93 W 24.0 19.5 469 Btuh 12 1, NFRC 0.50(Stmi0etal 0.93 S 160.0 19.5 3125 Btuh 13 1, NFRC 0.50(Stmytetal 0.93 W 30.0 19.5 586 Btuh 14 1, NFRC 0.50(Stmy9etal 0.93 NW 1.5 19.5 29 Btuh Window Total 454.3 s ft 8872 Btuh Walls Type Omt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 184 3.13 577 Btuh 2 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 65 3.13 203 Btuh 3 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 79 3.13 246 Btuh 4 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 36 3.13 113 Btuh 5 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 80 3.13 251 Btuh 6 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 53 3.13 165 Btuh 7 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 55 3.13 172 Btuh 8 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 53 3.13 165 Btuh 9 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 187 3.13 585 Btuh 10 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 337 3.13 1056 Btuh 11 Frame - Steel - Adj (0.201) 4.1/0.0 250 4.22 1054 Btuh 12 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 60 3.13 188 Btuh 13 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 36 3.13 113 Btuh 14 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 120 3.13 376 Btuh 15 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 130 3.13 407 Btuh 16 Cone Blk,Hollow - Ext (0.149) 4.1/0.0 80 3.13 251 Btuh 17 Cone Blk,Hollow - Ext (0.149) 4?1/t. : 120 •. 3.13 376 Btuh 18 Cone Blk,Hollow - Ext (0.149) 00.1/0.1 • '; 1; 9: 3.13 371 Btuh Wall Total • • •2e 2 6669 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Wood - Exterior, w (0.460) 24 9.7 232 Btuh Door Total ': • .'. s ft.' • 2� 0*0 23213tuh Ceilings Type/Color/Surface Ueff. • 4�-V •fie• Area X. . � VIM= Load 1 Vented Attic/L/Tile (0.032) ' `30.0/0.0 2511b • • • 0.7 1672 Btuh Ceiling Total 2500 s ft 167213tuh ' ' ' ' ' • Page1 EnergyGaupe®� USRCZ0 0 0 06 0 • •• •• 0.41 • • •• .• r Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 910 NE 99th STREET 17010 - KRAUSE Residence MIAMI SHORES, FL 33138 Building Type: User MOSSCROP AND ASSOCIATES 5/4/2017 Floors 1 Type Ueff. R-Value Size X HTM= Slab On Grade (1.180) 0.0 200.0 ft(perim.) 24.8 Floor Total 2500 sqft Load 4956 Btuh 4956 Btuh Room Envelope Subtotal: 22401 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.21 25000 1.00 87.7 2025 Btuh Duct load Average sealed, Supply(R6.0-Attic), Retum(R6.0-Attic) (DLM of 0.059) 1447 Btuh Room #1 Sensible Room Subtotal 26873 Btuh HOUSE TOTALS Subtotal Sensible Heat Loss 25873 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 25873 Btuh 1. 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) • • • • • • • • • • •• • • • • ••• • • • • • • • • • • • • • Version 8 • ••• • ••• • • • • • • • • • •• • • • •• • • •• • • • ••• • • • ••• • ••• • • • • ••• • • EnergyGaUpe4 US R•C2L\A%.1 • •• •• • • • •• •• ••• • 0 0 000 • • Page 2 (e) REDEVELOPMENT - When property already served by the Department is to be redeveloped, its use changed or otherwise improved, the Department shall require the Developer to improve the water facilities serving the property so as to comply with prevailing Department standards-, pursuant to subpart (d) of this Section and Section 2.05 () d) Materials and Construction Standards, subject to the Criteria requirements • and exemptions as outlined below and in the flow charts of Exhibit "A". Furthermore, the following guidelines shall apply for each type of proposed project based on the following considerations: Redevelopment to include new construction replacing existing facilities, and changes of use of existing structures,_ When tie property to be served is vacant or previously occupied land within the Miami -Dade County urban development boundary where existing water facilities are serving the project site the Department may at its sole discretion, perform additional infrastructure analyses consisting of field investigation of flow and pressure provided by existing mains for a period of no less than seven (7) days to determine ifcapacity is available from the existing main as indicated in Section 2-103.21 of the Code Miami -Dade Countv and stated below. The following water service requirements must be met in order for the listed uses below to be served by existing infrastructure: 1 Single Family Residence or duRlexnot gart of any multi -unit developmenr project, abutting a main 2-inches and 4-inches producing a minis -:um of two (2) CFM (Cubic feet per minute) at 20 PSI residual pressure at the point of service for domestic flows The maximum meter size sh11 be 5/8 in as per MDWASD standard detail WS 2.10. Ho«everthis shall not �Ld�p, HoM� Sll� up .plv when adequately sized water mains (8-inches) are located within prescribed (200 foot minimum) distance or as further defined 12 "Feasible Digtance For Public Water Mains" in Article I. Division 1.- (SQ. %� Chapter 24-5 of the Code of Miami -Dade County. Florida. In such cases, the applicable extension must be performed. Refer to Criteria Flow Chart F-1 in Exhibit A. 2. Re -occupancies (classified as of low to medium hazard) of commercial bays in retail shopping centers and industrial parks; and provided that the existing main serving the site is 6-inch and larger and provides 750 GPM at 20 PSI residual pressure. Refer to Criteria Flow Chart F-4 in Exhibit A. 3. New commercial/industrial stand-alone buildings not more than 5,000 S FT. or re -occupancies of space within existing buildings not more than 5,000 SOFT. with low to medium hazard or ordinary content and fronting a 6-inch main producing a fire flow of at least 750 GPM at 20 PSI residual pressure Refer to Criteria Flow Chart F-4 in Exhibit A. 4. Existine schools with an existing main, 8-inch minimum in size and fronting the site to be improved, which provides for sufficient fire flow to . meet 2,000 GPM at 20 PSI residual pressure as per the Code of Miami - Dade County Florida, no new offsite water main needs to be installed. Refer to Criteria Flow Chart F-2 in Exhibit A. 5. New and existing churches will be evaluated according to the appropriate zoning and/or fire flow categories in Chapter 2-103.21 of the Miami -Dade County Code. In cases where there is no increase in square foot area of an existing building, these water main criteria shall not apply if the owner can demonstrate that the daily rated gallonage o_f the new use by itself is not 50 percent or Venter than the daily rated ag_llonage of the 21 -LCI COMPLIANCE FOR TERMITE PREVENTION CERTIFICATE Z AS REQUIRED BY FLORIDA BUILDING CODES (FBC) 1816.1.7 V 14107 SW 139 AVE MIAMI FL 33193 (786) 222 — 7810 (TERMITE DIVISION) 910NE99ST MIAMI SHORES, FL METHOD OF TERMITE PREVENTION TREATMENT CHEMICALS APPLIED NUMBERS OF GALLONS APPLIED AREA TREATED (SQ. FT) STAGE OF TREATMENT SOIL TREATMENT FOR TERMITES TERMIDOR EPA 102-345 190 GALLONS 2000 SQ FEET SLAB APPLICATION FLORIDIAN PEST CONTROL HEREBY completed treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture And Consumer Services. - tnl- 2-0 - t 6' AUTH D SIGNATURE DATE GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES EC DYNATECH ENGINEERING CORP, W W W.DYN MOISTURE -DENSITY RELATIONS OF SOILS PROCTOR COMPACTION TEST DATE: June 20, 2018 �C J CLIENT: CANDELA CONSTRUCTION PROJECT: Proposed Residence 0) ADDRESS: 910 Northeast 991h Street Miami Shores FL CONTRACTOR: Mosscrop Associates MATERIAL DESCRIPTION: Tan sand w/small rock fragments SAMPLED BY: WD TEST RESULTS Sample Number 2 RIM TESTED BY: WD The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop ASTM D-1557. % MOISTURE 4.9 5.9 7.8 13.7 DRY DENSITY 106.8 108.4 110.8 109.5 Optimum Moisture 10.6 Percent 100%Maximum Dry Density 112.4 lbs./cu.ft. % Passing %" Sieve 89 Percent 114 112 110 108 106 104 Sampled By: WD Tested By: WD ' V �1 i1;'•.,�;Y Checked By: AN 3�68 4 t i 'L i As a mutual protection to clients, the public and ourselves, all reports eila CE OF are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. - 6 8 10 12 14 16 Respectively submitted, 4 tssa aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Certificate of Authorization No.: CA 5491 D R Y D E N S I T Y GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS 1 ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES CL\ DYNATECH ENGINEERING CORP, W W W.DYNIN ' ►7V1LiJ I ,�I� DATE: June 20, 2018 CLIENT: CANDELA CONSTRUCTION PROJECT: Proposed Residence @ ADDRESS: 910 Northeast 99`h Street Miami Shores FL CONTRACTOR: Mosscrop Associates Test No. 21 Location: Southeast corner of residence underslab Test No. 22 Location: East side of residence underslab Test No. 23 Location: West side of residence underslab Test No. Location: Test No. Location: Description of Material: Tan sand w/small rock fragments TEST NO. 21 22 23 DEPTH 12" 12" 12" FIELD DENSITY 111.6 110.9 111.4 MOISTURE CONTENT % 8.4 8.0 8.2 MAX. DENSITY IN THE FIELD % 99.2 98.7 99.1 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 1 112.4 1 112.4 1 112.4 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Tested By: WD Respectfully Submitted, Checked By: WN , issa aamant, P.E. DYNATECH ENGINEERING CORP. i� Florida Reg. No. 39584 ,r Certificate of Authorization No.: CA 5491 "A density test determines the degree of compaction of the tested layer. of matefiaf onfy.' TW no way shall a density test replace a soil bearing capacity determination a soil boring test must be provided by client, prior to construction to verify subsoil conditions. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization'for.public8tion of statem55nl conclusions or extracts from or regarding our reports is reserved pending on our written approval. GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES DATE CLIENT PROJECT ADDRESS CONTRACTOR EC DYNATECH ENGINEERING CORP, W W W.DYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS April 25, 2018 CANDELA CONSTRUCTION Proposed Residence (2 910 Northeast 991h Street, Miami Shores, FL Candela Construction Test No. 16 Location: East side of residence footings Test No. 17 Location: West side of residence footings Test No. 18 Location: North side of residence footings Test No. 19 Location: South side of residence footings Test No. 20 Location: Center of residence footings Description of Material: Gray sand w/rock fragments ,U-' TEST NO. 16 17 18 19 20 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 106.9 107.6 107.2 107.8 107.0 MOISTURE CONTENT % 7.6 8,9 8.4 8,7 8.2 MAX. DENSITY IN THE FIELD % 98,6 99.3 98.9 99.4 98.7 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 108,4 1108.4 1108.4 1108.4 1108.4 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Tested By: WD Respectfully Submitted, Checked By: WN lit 3 (AID tssa aamani, P.E. • ." �. �''� ,�' DYNATECH ENGINEERING CORP. x• : ,=` `. hA Florida Reg. No. 39584 �Qr '�'`'�'�lit Certificate of Authorization No.: CA 5491 *A density test determines the degree of compaction of the teaed l*r of iru , r tq* In no Peay shall a density test replace a soil bearing capacity determination a soil boring test must be provided by client, prior to construction tQ. venfy subsoil conditions. A§'a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authon7,a�pn'fprlp#b pation• of silo ment conclusions or extracts from or regarding our reports is reserved pending on our written approval. GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES DATE CLIENT PROJECT ADDRESS CONTRACTOR EC DYNATECH ENGINEERING CORP. W W W.DYNATECHENGINEERING.COM FIELD DENSITY TEST OF COMPACTED SOILS April 25, 2018 CANDELA CONSTRUCTION Proposed Residence @a 910 Northeast 991h Street, Miami Shores, FL Candela Construction Test No. 16 Location: East side of residence footings Test No. 17 Location: West side of residence footings Test No. 18 Location: North side of residence footings Test No. 19 Location: South side of residence footings Test No. 20 Location: Center of residence footings Description of Material: Gray sand w/rock fragments TEST NO. 16 17 18 19 20 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 106.9 107.6 107,2 107.8 107.0 MOISTURE CONTENT % 7.6 8.9 8.4 8.7 8.2 MAX. DENSITY IN THE FIELD % 98.6 99.3 98.9 99.4 98.7 COMPACTION REQUIREMENTS % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% P00% MAXIMUM DENSITY (LAB) 108.4 1108.4 1108.4 1108.4 1108.4 REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH COMPACTION REQUIREMENTS Tested By: WD Respectfully Submitted, Checked By: WN /lei n ` ` �J '•, tssa aamani, P.E. DYNATECH ENGINEERING CORP. ° .Florida Reg. No. 39584 IN`'1 Certificate of Authorization No.: CA 5491 i *A density test determines the degree of compaction of the tesledla} er of er onJjc. In no peay shall a density test replace a soil bearing capacity determination a soil boring test must be provided by client, prior to constructioMq.verify subsoil conditions. X a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authAXg qn fpr)publipation, of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. a GEOTECHNICAL 1 ENVIRONMENTAL I MATERIALS TESTING I .ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERIO Ec DYNATECH ENGINEERING CORP. Miami, February 23, 2018 Mr. Ilija Mosscrop MOSSCROP ASSOCIATES, INC. 460 Northeast 591h Street Miami, FL 33137 Re: Proposed Residence @ 910 Northeast 991h Street Miami Shores, FL Dear Mr. Mosscrop: W W W.DYNATECHENGINEERING.( 7 Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) performed a stripping inspection on February 23, 2018 at the above referenced project. Our engineer visited the site and conducted a hand auger and a visual inspection to verify the stripping operation for the building pad only. All inspected areas were found to be properly demucked. It has been a pleasure serving you at this phase of your project and look forward to do so in the near future. Sincerely yours, L�!l ��t2w� Wissam Naamani, P. E. � sa40 DYNATECH ENGINEERING CORP. �5`' -;:icEtis'V Florida Reg. No. 39584 '- No. 4 . r 3g5� ; /r Special Inspector No. 757 - = Certificate of Authorization No.: CA 5491 ; ' SrA7-E of ; )Ir ��NAL EVk�',,,.. .... ,-•,' 750 WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM