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Home My WebLink AboutHEPB ApplicationHISTORIC AND ENVIRONMENTAL PRESERVATION BOARD HEPB APPLICATION CITY OF MIAMI PLANNING AND ZONING DEPARTMENT PRESERVATION OFFICE 444 SW 2nd AVENUE, 3rd FLOOR MIAMI, FLORIDA 33130 CISG, Sw 5T .F t Ri\JERN iEvJ PROPERTY ADDRESS HISTORIC DISTRICT/LANDMARK NAME OWNER'S PM —r ESSER. ►s t cskisa N e3t it # 40R- e; SCAMNIE , V 331401 OWNER'S ADDRESS, CITY, STATE, ZIP CODE 48b 4 c1.008 Ns:kC„\-kAEL.e ME.s-iHoMEs. Ck.*\ OWNER'S DAYTIME PHONE NUMBER OWNER'S E-MAIL APPLICANT/AUTHORIZED REPRESENTATIVE (NAME & TITLE) APPLICANTS ADDRESS, CITY, STATE, ZIP CODE APPLICANT'S DAYTIME PHONE NUMBER APPLICANTS E-MAIL FOR STAFF USE ONLY DATE RECEIVED APPLICATION # HEPB MEETING DATE RESOLUTION # STAFF INITIALS (— APPROVED I— W. CONDITIONS r DENIED r CONTINUED TO: HEPB APPLICATION: SPECIAL COA SPECIAL CERTIFICATE TO DIG (- SPECIAL CERTIFICATE OF APPROVAL (` WAIVER AP• LICATION TYPE (Choose as many as applicable) NEW CONSTRUCTION ❑ ADDITION DEMOLITION L 1 AFTER -THE -FACT WORK ❑ ALTERATION ❑ LANDSCAPING/PAVING ❑ CONCEPTUAL OTHER ❑ PARKING WAIVER ❑ SETBACK WAIVER ❑ WAIVER (OTHER) APPLICATIONS ARE DUE AT NOON THE FIRST FRIDAY OF EVERY MONTH FOR PLACEMENT ON THE NEXT AVAILABLE AGENDA INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED. THE HEPB GENERALLY MEETS THE FIRST TUESDAY OF EVERY MONTH AT 3:OOPM. WHEN THERE IS A CONFLICTING HOLIDAY HEPB MEETS ON AN ALTERNATE DATE. THERE IS NO MEETING IN AUGUST. MEETINGS TAKE PLACE AT: MIAMI CITY HALL, 3500 PAN AMERICAN DRIVE COCONUT GROVE, FLORIDA The property owner should be present at the HEPB hearing. It is preferred that the owner personally present the project to the HEPB at the meeting. If the owner should choose to have a paid representative present the project on their behalf, that . representative must be a registered lobbyist with the City of Miami. For more information on becoming a registered lobbyist, please call the City Clerk's Office at 305-250-5360 or visit their website: www.ci.miami.fl.us/City Clerk/pages/lobbyist/lobbyistasp. (Lobbyist will be asked to provide proof of registration.) OWNER ATTESTATION: I HAVE READ AND UNDERSTAND THE ABOVE INFORMATION AND I CERTIFY TO THE BEST OF MY ABILITY THAT ALL INFORMATION PROVIDEIpiW THIS APPLICATION AND ATTACHMENTS ARE CORRECT t I?,/►(0 SIGNATU PROPERTY OWNER DATE SIGNATURE OF APPLICANT (IF OTHER THAN PROPERTY OWNER) DATE NOTE: A COMPLETE CHECKLIST AND INSTRUCTIONS FOR REQUIRED ATTACHMENTS ARE ON REVERSE SIDE. INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED THE PLANS AND INFORMATION REQUESTED ARE TO GIVE EACH BOARD MEMBER AN ACCURATE UNDERSTANDING OF THE PROPOSED PROJECT. STAFF MAY HAVE ADDITIONAL REQUIREMENTS DEPENDING ON PROJECT SCOPE. PRE -APPLICATION MEETING: Prior to submitting an application for a hearing by the HEPB, the prospective applicant must meet with staff for a pre -application meeting with the Preservation Office to obtain information and guidance as to matters related to the proposed application. d SCHEDULE AND ATTEND PRE -APPLICATION MEETING d CHECK FOR ANY OUTSTANDING VIOLATIONS OR LIENS ON THE PROPERTY A VIOLATION SEARCH WILL BE CONDUCTED ON ALL ADDRESSES THAT ARE SUBMITTED TO THE HEPB. IF VIOLATIONS ARE FOUND, THE APPLICATION WILL NOT BE ACCEPTED OR SCHEDULED FOR A HEPB MEETING UNTIL ALL VIOLATIONS ARE CURED AND THE APPLICANT WILL NOT BE REFUNDED ANY APPLICATION FEES. STAFF INITITALS: FOR QUESTIONS AND TO SCHEDULE A PRE -APPLICATION MEETING PLEASE CONTACT THE PRESERVATION OFFICE: Megan Cross Schmitt at 305.416.1416 or mschmitt@miamigov.com Contact Megan for projects involving Individually Designated Historic Resources or projects located in Buena Vista East, Lummus Park, South River Drive, Spring Garden, Downtown, and Riverview. Trisha Logan at 305.416.1059 or tlogan@miamigov.com Contact Trisha for projects located in Bayside, MiMo, Morningside, Palm Grove, or Beverly Terrace Historic Districts. REQUIRED SUBMITTAL FOR HEPB: COMPLETED AND SIGNED HEPB APPLICATION FORM Include (1) Original, and (13) copies affixed to each set of plans LETTER OF INTENT DESCRIBING THE SCOPE OF WORK IN NARRATIVE FORM Include (1) Original, and (13) copies affixed to each set of plans ONE (1)ORIGINAL PACKET WITH (1) 11" x 17" SIGNED AND SEALED SET OF PLANS AND SUPPORTING DOCUMENTS (AS APPLICABLE)* Zi THIRTEEN (13) PACKETS OF SUPPORTING DOCUMENTS ON NO LARGER THAN 11" x 17" PAPER DIGITAL FILES OF ALL SUBMITTED MATERIALS TO BE PROVIDED FOR APPLICATION ON A COMPACT DISC OR FLASH DRIVE Including signed HEPB application form, Letter of Intent, signed and sealed set of drawings, and supporting documents NIA ❑ POWER OF ATTORNEY (If Applicable): If the owner cannot be present at the HEPB Meeting and a representative who is not a registered lobbyist and is not receiving compensation, an original power of attorney is required as part of this application. "(A 0 PROOF OF LOBBYIST REGISTRATION: If the owner cannot be present at the HEPB Meeting and has a representative who is receiving compensation for their services is required to submit proof of lobbyist registration as part of this application. SEE THE FOLLOWING PAGE FOR ADDITIONAL INFORMATION AND PROJECT SPECIFIC CHECKLISTS REQUIRED FEES PAYABLE BY INVOICE: dCOA APPLICATION FEE: $150 ("All after -the -fact fees will be double (2x) the original fee.) NOTICING FEES FOR APPLICANT AND OWNER (54.50 per notice) NOTICING FEES FOR NET OFFICE MAILING LIST (54.50 per notice) The Hearing Boards Division will generate an invoice for the applicant to pay all applicable fees once the division deems the application is complete. Check or cash payments are accepted only by the City of Miami's Cashier's Office are to be made payable to the City of Miami. Payment of invoices may also be made online at the following web address: https://portal.miamigov,com/landmanagement/BuildingPermit/WebPayment/Search?searchType-Fin(D APPLICATION,(SUBMITTAL FOR HEPB: tJ SCHEDULE APPOINTMENT WITH HEARING BOARDS.TO SUBMIT APPLICATION MATERIALS COMPLETED APPLICATIONS AND MATERIALS TO BE SUBMITTED IN PERSON AT 444 SW 2ND AVENUE, 3rd Floor TO SCHEDULE AN APPOINTMENT FOR HEPB PACKET SUBMITTAL, PLEASE CONTACT: Randy Cesar at 305.416.2031 or rcesar@miamigov.com All continued applications must resubmit materials in hard copy and digital form to Hearing Boards no later than the second Friday of the month. If the applicant would like to appeal a decision of the HEPB, they may submit an appeal to Hearing Boards within (15) days in order to bring the item before the City Commission. REQUIRED MATERIALS FOR ALL APPLICATIONS: PHOTOS OF ALL FACADES OF THE PROPERTY AND APPLICABLE DETAILS (PRINTED NO SMALLER THAN 4" x 6") PROPERTY SURVEY, PREPARED BY A REGISTERED LAND SURVEYOR FROM WITHIN THE PAST YEAR Please note that the Building Department will require a survey from within the past six months for permitting EXTERIOR RESTORATION/ALTERATION AND NEW ADDITION APPLICATIONS: ❑ CONTEXT MAP AND PHOTOS ❑ SITE PLAN ❑ ARCHITECTURAL PLANS AND ELEVATIONS SHOWING EXISTING AND PROPOSED WORK 'Plans should be scaled with a min. 10 pt font ❑ INCLUDE MATERIALS PAGE THAT SHOWS PHOTOS OF ALL PROPOSED MATERIALS (WINDOWS, DOORS, ROOFING, ETC.) ❑ PAINT CHIP(S) OF DESIRED COLOR(S) FOR EXTERIOR PAINTING ❑ OTHER ❑ RENDERINGS (Renderings are suggested for applications for large new additions) NEW CONSTRUCTION: Yr CONTEXT MAP AND PHOTOS [71 SITE PLAN 2' ARCHITECTURAL PLANS AND ELEVATIONS 'Plans should be scaled with a min. 10 pt font 2 MATERIALS SPECIFICATION PAGE AND DETAILS, AS REQUIRED 2' PAINT CHIP(S) OF DESIRED COLOR(S) FOR EXTERIOR PAINTING 'LANDSCAPE PLAN 2/ RENDERINGS (REQUIRED) PHOTOS OF EXISTING BUILDING ('If application is for demolition of existing building, provide photos from multiple angles of the existing structure and documentation (written and/or photographic) regarding the current condition of the building) ❑ OTHER *NOTE REGARDING PLANS REQUIRED: PROJECTS INVOLVING NEW CONSTRUCTION, ADDITIONS, OR ALTERATIONS MUST PROVIDE AN ARCHITECTURAL SET OF PLANS INCLUDING A SITE PLAN, ALL ELEVATIONS, ALL FLOOR PLANS, RENDERINGS, AND A LANDSCAPE PLAN HEPB MEETING ALL HEPB MEETINGS TAKE PLACE ON THE FIRST TUESDAY OF EVERY MONTH AT: MIAMI CITY HALL 3500 PAN AMERICAN DRIVE COCONUT GROVE, FLORIDA 3:00 PM HISTORIC NEIGHBORHOOD ASSOCIATIONS CONTACT INFORMATION: Although not required, we encourage applicants, particularly those who are proposing large projects, to contact their neighborhood association if listed below: Bayside Historic District Morningside Historic District Shane Graber David Holtzman shanemgraber@hotmail.com morningsidearc@gmail.com Buena Vista East Historic District Buena Vista East Historic Neighborhood Association bvehna@gmail.com MiMo/BiBo Historic District Shane Graber banemgraber@hotmail.com Palm Grove Historic District Bob Powers bob_powers@outlook.com Spring Garden Historic District Ernest Martin Ernestmartin2244@gmail.com HISTORIC AND ENVIRONMENTAL PRESERVATION BOARD HEPB APPLICATION CITY OF MIAMI PLANNING AND ZONING DEPARTMENT PRESERVATION OFFICE 444 SW 2nd AVENUE, 3rd FLOOR MIAMI, FLORIDA 33130 g4c,i+ Sw 3 srRE - Rig E N iEV.1 PROPERTY ADDRESS HISTORIC DISTRICT/LANDMARK NAME Mt Cjr t EL ESSER. OWNER'S NAME tst CRaNbat 1, 4w b 1- , FL 3Z3 4+9 OWNER'S ADDRESS, CITY, STATE, ZIP CODE �86 4:1-ct gcoR OWNER'S DAYTIME PHONE NUMBER MC1-#A4EL e MEsk-kE MEIS .C1h OWNER'S E-MAIL APPLICANT/AUTHORIZED REPRESENTATIVE (NAME & TITLE) APPLICANT'S ADDRESS, CITY, STATE, ZIP CODE APPLICANTS DAYTIME PHONE NUMBER APPLICANTS E-MAIL FOR STAFF USE ONLY DATE RECEIVED APPLICATION # HEPB MEETING DATE RESOLUTION # STAFF INITIALS ✓ APPROVED E W. CONDITIONS ✓ DENIED r CONTINUED TO: HEPB APPLICATION: ✓ SPECIAL COA r SPECIAL CERTIFICATE TO DIG ✓ SPECIAL CERTIFICATE OF APPROVAL ✓ WAIVER APPLICATION TYPE (Choose as many as applicable) ❑ NEW CONSTRUCTION ❑ ADDITION ❑ DEMOLITION ❑ AFTER -THE -FACT WORK ❑ ALTERATION ❑ LANDSCAPING/PAVING n CONCEPTUAL ❑ OTHER ❑ PARKING WAIVER ❑ SETBACK WAIVER WAIVER (OTHER) APPLICATIONS ARE DUE AT NOON THE FIRST FRIDAY OF EVERY MONTH FOR PLACEMENT ON THE NEXT AVAILABLE AGENDA INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED. THE HEPB GENERALLY MEETS THE FIRSTTUESDAY OF EVERY MONTH AT 3:OOPM. WHEN THERE IS A CONFLICTING HOLIDAY HEPB MEETS ON AN ALTERNATE DATE. THERE IS NO MEETING IN AUGUST. MEETINGS TAKE PLACE AT: MIAMI CITY HALL, 3500 PAN AMERICAN DRIVE COCONUT GROVE, FLORIDA The property owner should be present at the HEPB hearing. It is preferred that the owner personally present the project to the HEPB at the meeting. If the owner should choose to have a paid representative present the project on their behalf, that representative must be a registered lobbyist with the City of Miami. For more information on becoming a registered lobbyist, please call the City Clerk's Office at 305-250-5360 or visit their website: www.ci.miami.fl.us/City Clerk/pages/lobbyist/Iobbyistasp. (Lobbyist will be asked to provide proof of registration.) OWNER ATTESTATION: I HAVE READ AND UNDERSTAND THE ABOVE INFORMATION AND I CERTIFY TO THE BEST OF MY ABILITY THAT ALL INFORMATION PROVIDED 4 't IS APPLICATION AND ATTACHMENTS ARE CORRECT 11/ S/lh SIGNATelk OWNER DATE SIGNATURE OF APPLICANT (IF OTHER THAN PROPERTY OWNER) DATE NOTE: A COMPLETE CHECKLIST AND INSTRUCTIONS FOR REQUIRED ATTACHMENTS ARE ON REVERSE SIDE. INCOMPLETEAPPL!CATJONS WILL NOT BE ACCEPTED THE PLANS AND INFORMATION REQUESTED ARE TO GIVE EACH BOARD MEMBER AN ACCURATE UNDERSTANDING OF THE PROPOSED PROJECT. STAFF MAY HAVE ADDITIONAL REQUIREMENTS DEPENDING ON PROJECT SCOPE. PRE -APPLICATION MEETING: Prior to submitting an application for a hearing by the HEPB, the prospective applicant must meet with staff for a pre -application meeting with the Preservation Office to obtain information and guidance as to matters related to the proposed application. LJ SCHEDULE AND ATTEND PRE -APPLICATION MEETING g CHECK FOR ANY OUTSTANDING VIOLATIONS OR LIENS ON THE PROPERTY A VIOLATION SEARCH WILL BE CONDUCTED ON ALL ADDRESSES THAT ARE SUBMITTED TO THE HEPB. IF VIOLATIONS ARE FOUND, THE APPLICATION WILL NOT BE ACCEPTED OR SCHEDULED FOR A HEPB MEETING UNTIL ALL VIOLATIONS ARE CURED AND THE APPLICANT WILL NOT BE REFUNDED ANY APPLICATION FEES. STAFF INITITALS: FOR QUESTIONS AND TO SCHEDULE A PRE -APPLICATION MEETING PLEASE CONTACT THE PRESERVATION OFFICE: Megan Cross Schmitt at 305.416.1416 or mschmitt@miamigov.com Contact Megan for projects involving Individually Designated Historic Resources or projects located in Buena Vista East, Lummus Park, South River Drive, Spring Garden, Downtown, and Riverview. Trisha Logan at 305.416.1059 or tlogan@miamigov.com Contact Trisha for projects located in Bayside, MiMo, Morningside, Palm Grove, or Beverly Terrace Historic Districts. REQUIRED SUBMITTAL FOR HEPB: .COMPLETED AND SIGNED HEPB APPLICATION FORM Include (1) Original, and (13) copies affixed to each set of plans LETTER OF INTENT DESCRIBING THE SCOPE OF WORK IN NARRATIVE FORM Include (1) Original, and (13) copies affixed to each set of plans - ONE (1)ORIGINAL PACKET WITH (1) 11" x 17" SIGNED AND SEALED SET OF PLANS AND SUPPORTING DOCUMENTS (AS APPLICABLE)' 'THIRTEEN (13) PACKETS OF SUPPORTING DOCUMENTS ON NO LARGER THAN 11" x 17" PAPER 'DIGITAL FILES OF ALL SUBMITTED MATERIALS TO BE PROVIDED FOR APPLICATION ON A COMPACT DISC OR FLASH DRIVE Including signed HEPB application form, Letter of Intent, signed and sealed set of drawings, and supporting documents POWER OF ATTORNEY (If Applicable): If the owner cannot be present at the HEPB Meeting and a representative who is not a registered lobbyist and is not receiving compensation, an original power of attorney is required as part of this application. PROOF OF LOBBYIST REGISTRATION: If the owner cannot be present at the HEPB Meeting and has a representative who is receiving compensation for their services is required to submit proof of lobbyist registration as part of this application. SEE THE FOLLOWING PAGE FOR ADDITIONAL INFORMATION AND PROJECT SPECIFIC CHECKLISTS REQUIRED FEES PAYABLE BY INVOICE: 'COA APPLICATION FEE: $150 ("All after -the -fact fees will be double (2x) the original fee.) NOTICING FEES FOR APPLICANT AND OWNER ($4.50 per notice) NOTICING FEES FOR NET OFFICE MAILING LIST ($4.50 per notice) The Hearing Boards Division will generate an invoice for the applicant to pay all applicable fees once the division deems the application is complete. Check or cash payments are accepted only by the City of Miami's Cashier's Office are to be made payable to the City of Miami. Payment of invoices may also be made online at the following web address: https://portal.miamigov.com/landmanagement/BuildingPermit/WebPayment/search?searchType=FlnlD APPLICATION SUBMITTAL FOR HEPB: SCHEDULE APPOINTMENT WITH HEARING BOARDS.TO SUBMIT APPLICATION MATERIALS COMPLETED APPLICATIONS AND MATERIALS TO BE SUBMITTED IN PERSON AT 444 SW 2ND AVENUE, 3rd Floor TO SCHEDULE AN APPOINTMENT FOR HEPB PACKET SUBMITTAL, PLEASE CONTACT: Randy Cesar at 305.416.2031 or rcesar@miamigov.com All continued applications must resubmit materials in hard copy and digital form to Hearing Boards no later than the second Friday of the month. If the applicant would like to appeal a decision of the HEPB, they may submit an appeal to Hearing Boards within (15) days in order to bring the item before the City Commission. REQUIRED MATERIALS FOR ALL APPLICATIONS: V PHOTOS OF ALL FACADES OF THE PROPERTY AND APPLICABLE DETAILS (PRINTED NO SMALLER THAN 4" x 6") PROPERTY SURVEY, PREPARED BY A REGISTERED LAND SURVEYOR FROM WITHIN THE PAST YEAR Please note that the Building Department will require a survey from within the past six months for permitting EXTERIOR RESTORATION/ALTERATION AND NEW ADDITION APPLICATIONS: ❑ CONTEXT MAP AND PHOTOS ❑ SITE PLAN ❑ ARCHITECTURAL PLANS AND ELEVATIONS SHOWING EXISTING AND PROPOSED WORK *Plans should be scaled with a min. 10 pt font ❑ INCLUDE MATERIALS PAGE THAT SHOWS PHOTOS OF ALL PROPOSED MATERIALS (WINDOWS, DOORS, ROOFING, ETC.) ❑ PAINT CHIP(S) OF DESIRED COLOR(S) FOR EXTERIOR PAINTING ❑ OTHER ❑ RENDERINGS (Renderings are suggested for applications for large new additions) NEW CONSTRUCTION: CONTEXT MAP AND PHOTOS g SITE PLAN ARCHITECTURAL PLANS AND ELEVATIONS *Plans should be scaled with a min. 10 pt font ,(MATERIALS SPECIFICATION PAGE AND DETAILS, AS REQUIRED Z PAINT CHIP(S) OF DESIRED COLOR(S) FOR EXTERIOR PAINTING LANDSCAPE PLAN Er RENDERINGS (REQUIRED) d PHOTOS OF EXISTING BUILDING (*If application is for demolition of existing building, provide photos from multiple angles of the existing structure and documentation (written and/or photographic) regarding the current condition of the building) ❑ OTHER *NOTE REGARDING PLANS REQUIRED: PROJECTS INVOLVING NEW CONSTRUCTION, ADDITIONS, OR ALTERATIONS MUST PROVIDE AN ARCHITECTURAL SET OF PLANS INCLUDING A SITE PLAN, ALL ELEVATIONS, ALL FLOOR PLANS, RENDERINGS, AND A LANDSCAPE PLAN HEPB MEETING ALL HEPB MEETINGS TAKE PLACE ON THE FIRST TUESDAY OF EVERY MONTH AT: MIAMI CITY HALL 3500 PAN AMERICAN DRIVE COCONUT GROVE, FLORIDA 3:00 PM HISTORIC NEIGHBORHOOD ASSOCIATIONS CONTACT INFORMATION: Although not required, we encourage applicants, particularly those who are proposing large projects, to contact their neighborhood association if listed below: Bayside Historic District Morningside Historic District Shane Graber David Holtzman shanemgraber@hotmail.com morningsidearc@gmail.com Buena Vista East Historic District Palm Grove Historic District Buena Vista East Historic Neighborhood Association Bob Powers bvehna@Rmail.com bob powers@outlook.com MiMo/BiBo Historic District Shane Graber shanemgraber@hotmail.com Spring Garden Historic District Ernest Martin Ernestmartin2244@gmail.com HISTORIC AND ENVIRONMENTAL PRESERVATION BOARD HEPB APPLICATION CITY OF MIAMI PLANNING AND ZONING DEPARTMENT PRESERVATION OFFICE 444 SW 2nd AVENUE, 3rd FLOOR MIAMI, FLORIDA 3313o �Z Sw 2 S.EET RNER\ ►-\"•1 P OPERTY ADDRESS HISTORIC DISTRICT; LANDMARK NAME M� C AEL. ES6F R OWNER'S NAME 15\ CRA bQN au b # 464-, VSi aiSCMr�E FL_ 33N-11 OWNER'S ADDRESS, CITY, STATE, ZIP CODE -4'g(0 4 ctoo.g OWNER'S DAYTIME PHONE NUMBER Mt MESIAII-O .5 • GA OWNER'S E-MAIL APPLICANT/AUTHORIZED REPRESENTATIVE (NAME & TITLE) APPLICANTS ADDRESS, CITY, STATE, ZIP CODE APPLICANT'S DAYTIME PHONE NUMBER APPLICANTS E-MAIL FOR STAFF USE ONLY DATE RECEIVED APPLICATION # HEPB MEETING DATE RESOLUTION # STAFF INITIALS ✓ APPROVED r W. CONDITIONS (— DENIED ✓ CONTINUED TO: HEPB APPLICATION: ✓ SPECIAL COA ✓ SPECIAL CERTIFICATE TO DIG r SPECIAL CERTIFICATE OF APPROVAL ✓ WAIVER APPLICATION TYPE (Choose as many as applicable) NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION ❑ LANDSCAPING/PAVING ❑ PARKING WAIVER C. SETBACK WAIVER ❑ DEMOLITION CONCEPTUAL ❑ WAIVER (OTHER) ❑ AFTER -THE -FACT WORK ❑ OTHER APPLICATIONS ARE DUE AT NOON THE FIRST FRIDAY OF EVERY MONTH FOR PLACEMENT ON THE NEXT AVAILABLE AGENDA INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED. THE HEPB GENERALLY MEETS THE FIRST TUESDAY OF EVERY MONTH AT 3:OOPM. WHEN THERE IS A CONFLICTING HOLIDAY HEPB MEETS ON AN ALTERNATE DATE. THERE IS NO MEETING IN AUGUST. MEETINGS TAKE PLACE AT: MIAMI CITY HALL, 3500 PAN AMERICAN DRIVE COCONUT GROVE, FLORIDA The property owner should be present at the HEPB hearing. It is preferred that the owner personally present the project to the HEPB at the meeting. If the owner should choose to have a paid representative present the project on their behalf, that representative must be a registered lobbyist with the City of Miami. For more information on becoming a registered lobbyist, please call the City Clerk's Office at 305-250-5360 or visit their website: www.ci.rniami.fI.us/City Clerk/pages/IobbyistJlobbvistasp. (Lobbyist will be asked to provide proof of registration.) OWNER ATTESTATION: I HAVE READ AND UNDERSTAND THE ABOVE INFORMATION AND I CERTIFY TO THE BEST OF MY ABILITY THAT ALL INFORMATION PROVIDED IN APPLICATION AND ATTACHMENTS ARE CORRECT SIGNATURE OF ERTY OWNER It f 3 / �(n DATE SIGNATURE OF APPLICANT (IF OTHER THAN PROPERTY OWNER) DATE NOTE: A COMPLETE CHECKLIST AND INSTRUCTIONS FOR REQUIRED ATTACHMENTS ARE ON REVERSE SIDE. INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED THE PLANS AND INFORMATION REQUESTED ARE TO GIVE EACH BOARD MEMBER AN ACCURATE UNDERSTANDING OF THE PROPOSED PROJECT. STAFF MAY HAVE ADDITIONAL REQUIREMENTS DEPENDING ON PROJECT SCOPE. PRE -APPLICATION MEETING: Prior to submitting an application for a hearing by the HEPB, the prospective applicant must meet with staff for a pre -application meeting with the Preservation Office to obtain information and guidance as to matters related to the proposed application. ,(SCHEDULE AND ATTEND PRE -APPLICATION MEETING L✓� CHECK FOR ANY OUTSTANDING VIOLATIONS OR LIENS ON THE PROPERTY A VIOLATION SEARCH WILL BE CONDUCTED ON ALL ADDRESSES THAT ARE SUBMITTED TO THE HEPB. IF VIOLATIONS ARE FOUND, THE APPLICATION WILL NOT BE ACCEPTED OR SCHEDULED FOR A HEPB MEETING UNTIL ALL VIOLATIONS ARE CURED AND THE APPLICANT WILL NOT BE REFUNDED ANY APPLICATION FEES. FOR QUESTIONS AND TO SCHEDULE A PRE -APPLICATION MEETING PLEASE CONTACT THE PRESERVATION OFFICE: Megan Cross Schmitt at 305.416.1416 or mschmitt@miamigov.com Contact Megan for projects involving Individually Designated Historic Resources or projects located in Buena Vista East, Lummus Park, South River Drive, Spring Garden, Downtown, and Riverview. STAFF Ihl�fl>tl Trisha Logan at 305.416.1059 or tlogan@miamigov.com Contact Trisha for projects located in Bayside, MiMo, Morningside, Palm Grove, or Beverly Terrace Historic Districts. REQUIRED SUBMITTAL FOR HEPB: 'COMPLETED AND SIGNED HEPB APPLICATION FORM Include (1) Original, and (13) copies affixed to each set of plans 'LETTER OF INTENT DESCRIBING THE SCOPE OF WORK IN NARRATIVE FORM Include (1) Original, and (13) copies affixed to each set of plans 'ONE (1)ORIGINAL PACKET WITH (1) 11" x 17" SIGNED AND SEALED SET OF PLANS AND SUPPORTING DOCUMENTS (AS APPLICABLE)* THIRTEEN (13) PACKETS OF SUPPORTING DOCUMENTS ON NO LARGER THAN 11" x 17" PAPER 'DIGITAL FILES OF ALL SUBMITTED MATERIALS TO BE PROVIDED FOR APPLICATION ON A COMPACT DISC OR FLASH DRIVE Including signed HEPB application form, Letter of Intent, signed and sealed set of drawings, and supporting documents NIA ❑ POWER OF ATTORNEY (If Applicable): lithe owner cannot be present at the HEPB Meeting and a representative who is not a registered lobbyist and is not receiving compensation, an original power of attorney is required as part of this application. NIA ❑ PROOF OF LOBBYIST REGISTRATION: If the owner cannot be present at the HEPB Meeting and has a representative who is receiving compensation for their services is required to submit proof of lobbyist registration as part of this application. SEE THE FOLLOWING PAGE FOR ADDITIONAL INFORMATION AND PROJECT SPECIFIC CHECKLISTS REQUIRED FEES PAYABLE BY INVOICE: COCOA APPLICATION FEE: $150 (*All after -the -fact fees will be double (2x) the original fee.) 2/NOTICING FEES FOR APPLICANT AND OWNER (54.50 per notice) 2/NOTICING FEES FOR NET OFFICE MAILING LIST ($4.50 per notice) The Hearing Boards Division will generate an invoice for the applicant to pay all applicable fees once the division deems the application is complete. Check or cash payments are accepted only by the City of Miami's Cashier's Office are to be made payable to the City of Miami. Payment of invoices may also be made online at the following web address: https://portal.miamigov.com/landmanagement/BuildingPermit/WebPayment/Search?searchType=FlnlD APPLICATION,(SUBMITTAL FOR HEPB: LJ SCHEDULE APPOINTMENT WITH HEARING BOARDS TO SUBMIT APPLICATION MATERIALS COMPLETED APPLICATIONS AND MATERIALS TO BE SUBMITTED IN PERSON AT 444 SW 2ND AVENUE, 3rd Floor TO SCHEDULE AN APPOINTMENT FOR HEPB PACKET SUBMITTAL, PLEASE CONTACT: Randy Cesar at 305.416.2031 or rcesarPmiamigov.com All continued applications must resubmit materials in hard copy and digital form to Hearing Boards no later than the second Friday of the month. If the applicant would like to appeal a decision of the HEPB, they may submit an appeal to Hearing Boards within (15) days in order to bring the item before the City Commission. REQUIRED MATERIALS FOR ALL APPLICATIONS: RI/PHOTOS PHOTOS OF ALL FACADES OF THE PROPERTY AND APPLICABLE DETAILS (PRINTED NO SMALLER THAN 4" x 6") yr PROPERTY SURVEY, PREPARED BY A REGISTERED LAND SURVEYOR FROM WITHIN THE PAST YEAR Please note that the Building Department will require a survey from within the past six months for permitting EXTERIOR RESTORATION/ALTERATION AND NEW ADDITION APPLICATIONS: ❑ CONTEXT MAP AND PHOTOS ❑ SITE PLAN ❑ ARCHITECTURAL PLANS AND ELEVATIONS SHOWING EXISTING AND PROPOSED WORK 'Plans should be scaled with a min. 10 pt font ❑ INCLUDE MATERIALS PAGE THAT SHOWS PHOTOS OF ALL PROPOSED MATERIALS (WINDOWS, DOORS, ROOFING, ETC.) ❑ PAINT CHIP(S) OF DESIRED COLOR(S) FOR EXTERIOR PAINTING ❑ OTHER ❑ RENDERINGS (Renderings are suggested for applications for large new additions) NEW CONSTRUCTION: Rf CONTEXT MAP AND PHOTOS 71/ SITE PLAN ARCHITECTURAL PLANS AND ELEVATIONS 'Plans should be scaled with a min. 10 pt font 2/MATERIALS SPECIFICATION PAGE AND DETAILS, AS REQUIRED ❑ PAINT CHIP(S) OF DESIRED COLORS) FOR EXTERIOR PAINTING LANDSCAPE PLAN RENDERINGS (REQUIRED) yf PHOTOS OF EXISTING BUILDING ('If application is for demolition of existing building, provide photos from multiple angles of the existing structure and documentation (written and/or photographic) regarding the current condition of the building) ❑ OTHER *NOTE REGARDING PLANS REQUIRED: PROJECTS INVOLVING NEW CONSTRUCTION, ADDITIONS, OR ALTERATIONS MUST PROVIDE AN ARCHITECTURAL SET OF PLANS INCLUDING A SITE PLAN, ALL ELEVATIONS, ALL FLOOR PLANS, RENDERINGS, AND A LANDSCAPE PLAN HEPB MEETING ALL HEPB MEETINGS TAKE PLACE ON THE FIRST TUESDAY OF EVERY MONTH AT: MIAMI CITY HALL 3500 PAN AMERICAN DRIVE COCONUT GROVE, FLORIDA 3:00 PM HISTORIC NEIGHBORHOOD ASSOCIATIONS CONTACT INFORMATION: Although) not required, we encourage applicants, particularly those who are proposing large projects, to contact their neighborhood association if listed below: Bayside Historic District Morningside Historic District Shane Graber David Holtzman shanemgraber@hotmail.com morningsidearc@gmail.com Buena Vista East Historic District Buena Vista East Historic Neighborhood Association bvehna@gmail.com Palm Grove Historic District Bob Powers bob_powers@outlook.com MiMpJBiBo Historic District Spring Garden Historic District Shane Graber Ernest Martin shanemgraber@hotmail.com Ernestmartin2244@gmail.com HISTORIC AND ENVIRONMENTAL PRESERVATION BOARD CITY OF MIAMI PLANNING AND ZONING DEPARTMENT PRESERAVATION OFFICE Proposal for New Development in Little Havana 956, 964 and 972 SW 3rd Street, Miami December 6th, 2016 HISTORIC AND ENVIRONMENTAL PRESERVATION BOARD HEPB APPLICATION CITY OF MIAMI PLANNING AND ZONING DEPARTMENT PRESERAVATION OFFICE 1. General Requirements 1.1 Completed and signed HEPB application form 2 1.2 Letter of intent descripting the scope of work in narrative form 7 1.3 Context map and photos 10 1.4 Photos of all facades of the property and applicable details 14 2. Site Work 2.1 Property survey, prepared by a registered land surveyor from within the past six months 22 2.2 Site plan 25 2.3 Civil plan 26 2.4 Landscape plan 29 3. Architectural Plans and Elevations 3.1 Renderings for new construction 30 3.2 Architectural plans and elevations showing existing and proposed work 32 3.3 Manufacturer's brochure and/or catalog photo in color of proposed materials 38 3.4 Paint chips of desired colors for exterior painting if other than black and white 40 4. Special elements 4.1 Non-commercial signs 41 1. General Requirements 1.1 Completed and signed HEPB application form Application for demolition and new construction on 956 SW 3rd Street HISTORIC AND ENVIRONMENTAL PRESERVATION BOARD 4EPB APPLICATION CITY OF MIAMI PLANNING AND ZONING DEPARTMEN- PRESERVATION OFFICE aaa SW 21sd AOENUE Ir0 FLOOR WAD MONO* III q5 id-% I . STREET 6w RrTtT�AT� ES6ER NSt clte-lnotvl 6LilT EE 'Ma KEY 6;iCAY ME FL_ 34144 OWNER S A00AE55, On STATE ZIP COOL 4%6 I4qt4 Raa9 OWNER'S DAYTIME PHONE MAWR RIVERV IE W PEST ORK 015 OKt 2ANCMAAN NAME t 66C.M Et_C? tAEs4EAl A IE,s CA4/04 OWNER f f Pam APPSCAN' Au1R0*I7F0 RIP4ESEh'ATr.E NAME A''.E APPLICANTS AD0RESS cm, STAY[ zw COO( IJP KAs'i Ls4'4. +(10fd mamma APPLIi AN SF MA. trTIOMTVPr locoman Nom aRNAW im comroucnoo . AOomoM ❑ ALTERATION - LANDSCAP5NGPA5i S Q PAAIDNG W ANPI l %F RAcv W RHEA AP/SCAT/ON I WTI MEETING DATE___ _ U110N • APPLICATION: r SPECIAL cOA r SPECIAL CENTMI(ATE TOOL r SPECIAL CUMNCATE Of APPROVAL r WAD CJ 00A011T10N I. AFR►TNEIACT woo r❑ CONCE►TOAL D l J WANEI IO1NERI APPUCA!IONS ARE Out AT NOON THE F IRS1 F RIDAY OF EVERT MONTH FOR PLACEMENT ON TIES NOR ANAIIAS/I AGENDA *cam Au It APPL6EA [IONS ■NLA NOT if ACCEPTED. THE HEMS GENERALLY MEETS DIE TIAST TUESDAY CO EVERY MOON AT S:OOPM WwlN 1HI RL I+ A((1NrIit Oh', vaDs ISM IMPS MEETS ON AN ALTERNATE DATE. THI RI IS NO MIT E T:NG IN Ak011 MEETINGS IAA1 PLACE Af MIAMI CITY HALL, 3503 PAN AMERICAN OAIVE COCONUT GROVE, FLORIDA She pr0p.15 Owen should be present as the HEPR Manna It n preferred teat the mow per0ORaIN preneM the pope I0 the HIPS M Ilse menry A the owner should choose t0 nave a pad rewesernanve gene. In. 0ro1410 On Theo MVO. that . reprnenlNne RNLI pea fetatewe010MNIM NO the CM, of Mon. Far mon mtarmanon on Twomey' a 'natHep lobby's! peace tali Ilse CNV Cleft's 011ie al 30S-2S0-5360 or .PER 1n. we60Te irON ss m.nr N w.SO, CUfY/oameOlolMvnt/eobbrnlhw Dobbsnt wnl be aflod t0 pruvde grout 01 rogetratnn I ONNEIIATTI3TATION HAY! READ AND UIi0ERSTANO THE AIM INFORMATION AND !CERTIFY TO 111E REST O Mr ABILITY 11,A1 Mt INT ORMA SION PROVI0FpEE, THIS APPICAION AND ATTACNRIFMS AIIE COMIC PROPERTY Oman tt 1 1 tb OATS SKAMTVIf OI APPLICANT of OTHER THIN PROPERTY ONNEIL DAIS NOR ACrWOLEftCMCRL614100SIALXTEONSFOEAFOuIEFDA17Ap4MFXIS AAf Or.AFVEPIEv0E NCOMPLl'T AMLCATIONS FI U AOF M ACcfPTFO 2 144E PLANS AND WH7R0ATAINPEQIELSRD ME TOGA,/ EACH BDAAD MENMfA AN ACCUAA R UNCV'ASTAAIDINS Of /If NIOt5O0 0110A*CT StAFF mow0AVT ALO(0NAI *WNW N'S Of PEN .%ONAgLf(T SCOW ESUIreLICAINKBIgnia Ina ta Svty0T:14 n 1NNrq+1r F MAN.( A MP MAK the0ro1O0n,ve pecan nua, meet r•m .Lan Ia • ceeppl.[N,en meelr: mrnmer...anrnn OlruAtn creme,ramabon Ann Bedanae a.la d... :.04•0. _. ...:,.,...a An.. •a,.ne .GSCIKI DUEE AND ATTEND PRE •APP'CATICYI MFET'NG r// L'J CHECK FOR ANY OUTSTANDING VIOLATIONS OP LIENS ON THE PROPERT• A VIOLA ION SEARCH MU ME CONDUCTED UN Alt ADDRESSES !NA T ARE SUBMI r1E 0 10 1Art HEPB P VIOLA TONS AN HAND ENE A4PE1CA/ION WAL NO7 BE ACCEPTED OA SCHEDULED FORA REPS ANE 1(NC) UN/µ All VIOLA PIONS AR( WINO AND THE APR IC ANT Wµl NOT BF Elf ;UNDO) ANY APPEKAT10N Eff3 FOR QUESTIONS ARO TO SCHEOMA A MFAPPLICATION MEETING PLEASE CONTACT THE MIESERVATION OFFICE: Now CNeu Schmitt at 305410 I A 16 oe mx11nv11wm4amp0r corn Contact Megan Tor pr0)ech mvohnrg InG du04y De .mated Hrualc ResOwt.N a prolech located ,n Buena Vista Fast, tNlnmps Park South Rivet Dried, Spring [widen Downtown ara RNmlrw Trisha Logan of 305116 1059 or flogarymladlo0 corn Contact insha (or prolett4 located In Bayslde. MM. Morningslde. Palm Gte.e, of Beverly Terrace HILt0nc Deducts REQUIREDZIONITTALISNLEIRPIL PJ COMPLETED 00 SIGNED HEPB APPIK AT ION FORM PHIdd* • I' Orgrul. and ;13 i COI. *nixed t0 ern wl o' Plan zj LETTER OF IN7ENT OESCRBING THE SCOPE CA WORK iN NAR0AIIVE FOAM bdNdn! 11 Orgmal and 1131 Capin aimed 10 eq', yet W p4n. . f ONE (110RIGINAL MC011.711(1) 11' K 1T YGNEO AND SEALED SET OF PLANS AND SUPPORTING DOCUMENTS (AS .f7 APPLKABLEP LJ THIRTEEN 1131 PACKETS OF SUPPORTING DOCUMENTS ON NO LARGER THAN 11' a 1 T PAPER g(OXATAL FR ES OF ALL SUOMI I TEO MAI'NINES TO BE PROVIDED FOR APPl1CA IKON ON A COMPAC F D SC OR FLASH ORNE A,t%Idl; wined NEI1 Poona/we, lo, m Leyte. d Iment ag0H0 A•.d waled Ley or pew mos and .e000nl; dowun.omt NIA '— PCFWER OF ATTORNEY IR Applt(ab1e; I1 the owner [avw be pnnenr M tM •f PI MeeI no and a •ep.etenta!ne wno n not a o.g idnyd b5by4t end n not fecltsn9 Compe044100 M Ongnal power 01 alto•My n •.D+ned et pen Ot inn APO, atee, wIA C PROOF 09 LOBBYIST REGISTRATION idle owner cannot N'pelt,' PI the NIPS Meenn9 and Km A moment/owe win Nowt,; Comprmaton lo. Htwr WYK.[ N oegosed t0 wtant wool u1 bbb), sl req.ttanon x pert el tan apolcaon SEE ONE FOLLOWING PAGE FOR ADORIONAI INFORMATION ARO PROJECT SPECIFIC CHECKLISTS REQUIRED FEES PATAOLEOXENVOICE: L(OA APR IC A1ION FEE S %SO I"Ail rider the Ire leev mX be doutM ;Li the o,q,w to Q NOTICING FEES FOR APPLICANT AND OWNER ;$4 50 per monde: NOTKNG FEES FOR NET OFFICE MAILING LIST IS4.50 per nonce) The Heap g Bards Dly44lon MN generate M lnroace Tor the appMant to pay r applicable fee, once the division deems Lhe emit Moon n complete. Chet% or Cart payment* are accepted only by the City ol Mean. y Cashwrs Office re to be made payable to the City d Miwo Fayment of 10Vo0n may alto be made Onl.ne a' Ow lo0pwug web address. ADps_.E»FIXLrthe 5Mact0R`_Ta7 dmat 1P0KnKTLBoldin9Oerm.b Welif aamtn: 0o4lco' 47l hType-FinQ AEELKAIMILIIMITIALEMIEM L'SCHEOUIf APPOINTMENT WITH HEARING BOARDS TO SUBMIT APPLKA TON MATERIALS COMPLETED APPLICATIONS ANO MATIIRALS TO BE SUEMITTED IN PERSON AT 444 SW END AVENUE. lad Floor 10 SCHEOI:( E AN APPOINTMENT FOR HEPB PACKET SUBAMT1AL PLEASE CONTACT Randy Ceur n 1335 416Nil a rtn embil me com M [ear nur1 e09 : rind., mut, rn Wm.r molr,Ml m Aced, opt taw beau' mini min/vend Ao•dl mi./are. r,P' one second Fndyy,t nN 11M Milo*,' weu10 PLAN t0 ap4M a N[nMn N/Nr N1 PS rney may +uom,! an ...p.m to Hearing bards r9Nln OS Oar. In ceder to lions TM nee Prior, Ill City Commw40w REQUIRED MATERIALS FOR AEL APPUCATIONS WITHIN THE PAS! TEAR EXTERIOR RE5TO4ATION'AITERATION AND NEW ADDITION APPLICATIONS' C CONTEXT MAP AND P1OTO4 ❑ SIN PLAN ❑ AMMTEE/0RM PLANS ANDIIEVATION' SHOWING EXISTING AEID NA•�.: r..,,. ❑ INCLUDE MA TENIALS PAGE THAT SNOWS PHOTO) OF ALL PAOP(:0b 11 sM!l AI A,('A'.NI4'0. ❑ PANT CNINSI or DISHED COLONSFOR l FR ROM PAN7FAI ❑ OTHER ❑AENOEIa1OS Neandisen su4PSN44 eooesee ,doe P, opt Hiram tietLCONSIIIEMOtt ry IJ CONTEXT MAP AND prams [ SIR DEAN QARCNITKTIRIU PLANS AND ELEVATION5.704o,s t9N,Mbrsr4N0 wens nen topad b T� lyJ MATERALS SPECIE CATION PAGE AND DETAILS. AS RECAAPED rQ PANT CHAS/ CA DESIRED COLONS. POP EXRAOA PANTN(. LD LAID%WE PLAN IiIRENUf ANCS MOORED r712NO10)1 OP EXISTING BOILING 1 MI poi/Ace/On n N e drrnol en o1 ernfi•g 0.ANrn% mac* octant Nom mudr9N ANN. of the "' Nthurtule and drumerwal... I airmen M0:or RlglpgraLM0[ rtydmgtleaunr•.I :and'401 1 •5c la4lamp' NOTE PIGIKORIGTUNTiMitalliallinglIMIMPNENINOMPTIONSIMUNFIIONOI ARENITECTl11111LSETOF FIAIISNCUIOEEEAM AN. ALL ELIVA71ONL ALL FLOOR FLANS RBOBNEGL ANDAWD4'APE PLAN HERB MEETING ALL HIPS MEETINGS TAKE PUCE ON THE fIRSl TUESDAY Of EVERT MONTH AT. MIAMI CITY HAIL 3500 PAN AMERICAN DRIVE COCONUT GROVE. FLORIDA 100PM HISTORIC NEIGHBORHOOD ASSOCIATIONS CONTACT INFORMATION: .-., ..�.. n. e� ey, ypu.,n. Vr•..+nr .>N �,,. r�o n.. .. ar(..mv. EUMELFImersDffiMt M*'. dr Hl$000 Daana1 Shane Grab.. (lard Hoe: man gliffitiriniiitfianett+Nll COT rrolfl r'Es drrc@BRIBP. CgRI EVEOM Vida East Pluton( Drs5KS PPIm Growth Buena Villa Ens 0n0or.: Nedmbnrhenny A-..0C ahO• bolo Powers thattilimitLwrn Ntpjluherse(91110oI cod MIFM[EM NMak OkuM 401 G.,0 !E HNRNs[ ltsula Shane Gruber Emelt Mand, v er•YrE tritei acam (rnnlnFN4t114_41ftmalcan 3 Application for demolition and new construction on 964 SW 3rd Street HISTORIC ANO ENVIRONMENTAL PRESERVATION BOARD HEPB APPLICATION CITY OF MIAMI PLANNING AND ZONING DEPARTMENT PRESERVATION OFFICE AN SW Ind AVENUE. Yd FLOW MAMI FS 0R10A Shoo PTSWaFa t�'-EQEwrop'Ei RNERNLEAAS KS TOOK DISTINCT .ANCMAR? N.M, hyA, � � ES4ER WaSAA 4 1st CAM4t.or4 BWt) tFL_ 'kS 144 OWNER S ADCALSS CIE, STATE LIP COOL �Rls 4 E Roza M(G—IL_LTASEETWIEWATTSKA OWNER'%DA1'TIME P.IONE MA DER UWN1R) E Ma,. APPLKAN' AI.,I.*0NIED RE PRE SEN'ATISt NAME L "--E APPLKAN'5 ADDRESS CITY 51ATE ZIP CODE 4,,,,,"..,.- ., I,n.'.N! "O.jn1 VU51REP A=I^.I, fl%• ' f A.+ APRKAT ON TYPE IC90O4 at nsarn n apdsrabk NEW CONSTRUCTION ADDITION - OEMOUTIOI .1 ALTERATION L. LANDSCAPINGITAYING . CONCEPTUAL e'1-ILIsff APPLICATION a NE MMETING (TATE____ MFSOLUIION SEAT INITIALS r APPIOVTO r W.CONCRIONS r LKMED r CONTINUED TO I PS APPLICATION: r SPECIAL COA r SPECIAL ELASTICATE TOPIC r SPECML CERTIFICATE 09 APPROVAL r WAIVER ASTER -THE -FACT WORK 01NER ImAmmes WAND I- PRIMA HAWN WAIVER IOTNER) APPLICATIONS AR tau(AT NOON THE FIRST MOAT Of Eat ay MONTH FOP PLACEMENT ON THE NEXT MEAIIAS/1 AGENDA INCDMPCE/E APPC(CA FIONS Wr9A MA1 FE ACCEPTED. TH9 44900 G(44149 :•I TITS T,E FIRST TUESDAY Of EVER' MONTH AT I00PM NEON '.lit' .S A C1041.1 R EWES MN,Oa9 NERB MELTS ON AN ALTERNATE DATE. THEM IS NO MUT'AT, IN AL4,I1Sl MI PINGS ta91 PLACE Al MIAMI CITY HALL SS00 PAN AMERICAN DRIVE COCONUT GROVE, FLORIDA the Dopwty Ow0N sh00111 be present At the HEPB n.arinp. 11 .Y preen. t +cat t14 own4 personally Muni De poled to the NEPE al Um meal en. It Erse owner should choose to nave a p..d repnenDI ve Drnem TIT* pale. o 1*611 beMlf. IM1 r.ernentatne most be a uEnlered *Ob9Ht math the City of MIam, lot mon tnforn4tbn on ber04nrlg a 4ea.stwee lobby, Memo tall 9IH CNY CIw*'s ONIce M 305-250.5160 04 MA mart ...We w v.w c, m,Rm r11ak(rtr CrrkJo.ds."nbbvlljiyg(Np (l066n61 wall pre naed to prowde Poo. o/ tepytrnnn I ATIESTATIGH . OWNERRINI NDUNODSEAND DE ABOVE INTORMA TRW ANDCERTIFY TO THE REST OE M• ABILITY THAT ALL INFOMLAI,ON PROVI4. `` -HIS APPLICATION AN'O ATTACHMENTS ARE CORRECT SIGNAT PROPERTY OWNER V WMNRE OF APP.,CAM (IF O'MER TN AN PROPERTY DAVIT 0/7o/ 16 DATE "ATE ACCWPLETECHKA•ydrANDl1Sn1IXT/ONSf0PREOV,KD AITACNMEA"s 0At,:ni1VFPVSI,;i mcOMPLE'E AM;KA 1qH RRl NOT N ACCfer1O 1N( PLANS AND AFCI0A441101N MOUES 1ED ARE 10 CAVE EACH 60AA0 la0 A01(P AN ACCUMrOIAVOEASTAM.OItC. OF NR PROP0SFD PR0RCT S1N1 may MAY( AWA7A)NAI PI;AAALM(N'S OfAth(ANG (SN Nq/(C1 SCOW N,O• t0 ta0^. n,•y An,400a,o+to a Moon, 4A IN0(05 tnaaren4n.+. .DP a4N mutt ma.t w4m twat, to . D+aap9l.rxion mowtr9 wim nM P....nx.mn In,40 70 OM 4n ,n4omallon one (udane• a4 nn m.xr..t .. MI. to in. °rm.A.d ap0Atar nr ,tJ/ SCHEDULE AND ATTEND PRE .APPLICATKA VEFTTIG U CHECK FOR ANY OUTSTANDING VIOLATIONS OR LIENS ON THE PROPERTY A V100111011 SEARCH WNI St CONDUC/ED DTV All AO0A*S9E5'TM r ME SUlMIY9E0 TO rHt HE AS R VlO1A(100N5 ARE ammo, roof APPL KA 11ON mom WIT l( A(CE PIED ON 3(Ht0Ulf0 FOR A 14LP9 MEE 1MU UN 1R AL/ VIO(A TONS ME C URED AND 7111 APO; IC ANT NA( I NO et REFUNDED ANY APPLKA 7A)Pl FEES FOR QUESTIONS ANO TO SCHEDULE A ME-APPLKATION MEETING PLEASE CONTACT THE MESEMATION OFFICE- Mesa, Cows k$..AN1 at 105 A 10. 1416 or mschm.ttm1am.9ov con Conbrt Myan nor po).cts mvolv.ng Ineo,d. aey D4tg1ut.d 4AMprlk RPSOu.kes or worms located Buena MD fait wmmuS Par\ 50uth 1bve1 Derv.. Spring CoMde,1 Dpeln1Oryrl. Ina liVWVIew Trisha Logan al 305 a 16 1059 of Hogan em o mpo, cam Contact T.-sha for Grolorts bca,ed ,n Bayslde. M94o Mornmgslde. Palm Grove, at Beverly Terrace .Slstonc Dlstncn BEMIRED SUBMETTALPORHIPS LJ COMPETED AND SIGNED HEPB MIRK A TON FORM wsbde I1OtKenx, and(1J, WO. Oh.] I0 exn,et01 Den, LETTER OF INTENT DESCRIBING THE SCOPE OF WORM ,N NAROA11Yf cow In0hlde 1I( 0. ynM, and (1 SI wpm a0..66 to awl set 01 p1rn pdONE MOTIONAL PACKET WITH III 11'd ITSIGNED AND SEALED SET OF RAYS AND SUPPORTING DOCUMENTS AS r.�APPLICABLEI' u THIRTEEN fill PACKETS OF SUPPORTING DOCUMENTS ON NO LARGER THAN 11' a IT PAPER r•/DICJTAL Fi9ES Of All )UMM11 I EU MATERIALS TO EL PROVIDED FOR APPEKAI ION ON A C OMPAC T O SC OA f I ASH DAN/ lC IncivOlog oow ME PK .po.. x.un lu.,,ete.dirmen 0911. ANwY414 0. aaten94 annLmnso.regdueun10V1 NIA ❑ ROWER Or ATTORNEY f11 Applicable', tr tee oene.(ann.vbeDamn, xENE 4P5 Meet Ng at, a .epe,entatne NIannotA r.g.Merad Io00y.M And.. 0A PKW .,.)rempenYnon. M o.gmal powe4 00 attprwy n rep.Ar.d at pan Rr tn,s app4aYnn H(A ❑ PR0OF OF LOBBYIST REGISTRATION dine wax. (teem be mewl at tee NEPE Meeting at, ran a.emmeetarom ..cam g rompeembon Tames SIMY0ea a reamed to wbnt moot el bbb9st rcgsnxvnnn,rE of tin appcx.m SEE THE FOLLOWING PAGE FOI ADDITIONAL INFORMATION AND PROJECT S►ECIFK CHECKLISTS REQUIRED FEES PAYABLE/7_116M : r f (OA AAP,'CATION TIE S 1 SO I•MI anv. ,re 4NT ayes w.1 be.W,a141L. • the writtrat lee NOIIC NG FEES FOR APPEKANT AND OWNER I54 50 per nobs el We' NOM PIG FEES FOR NIT OFFICE MAILING UST ISO 50 per rsertkel The Nearing Beards Dlm(n *14 Ean.4te an Invoke to the applicant to pay M appl4ade fees once the (hewn deems the appl4 attoo n cornplef.. Chen o cash payments are accepted only by The City oh MMm, s Cashew's °eke we To be made payablO to the Err, sa M.dm. Romani of Inyo,n numm also be male anima AT the to*oong web address. h1W,_.Dew90Qn telB1Y1.IL}Rn4L:.tOPgKnitn1 91o.) _ryelmt S'IYd.'**rent Tat 10'fSAr Lht]1,. •,III.1 MIX.KAMN.EVINITIALEMUISEL IA'SCHEOLJLE APPOINTMENT W.TM HEARING BOARDS TO UAW I ANIL IC A TON MA TTR,A_5 COMPLETED APPUCATIONS AND MAMMALS TO OE SUEMITT1rD K1 PERSON AT 444 SW ZND AVENUE. Ind Flom TO SCHED(AE AN APPONTMENT FOR HEPB PACKET SUBAM TEAL HAASE CONTACT Randy Caw at WS 11 B MT 1 o rtnarmmnm.u0v cam M tom navaPpp*ranm min, nlupm.l morer,h .r .Oral raps otddg.Tol turn Io Waring lopol no la,., rno• me se0RMFn0y al rnr month 91M a.Plitam WaMId NW W appeal a N.Man o We NM tame nrmm AYH as appeal M Naming EOM* within (ISI AHY% M win W Rr61R We Ewa MM. Ow CN Cea rn0Wdn 4 REQVUEED MATERIALS FOR ALL AFTyAQQNS: IL PHOTOS O A. FACADES O Tr¢ PRCPER'Y AND APPLICABLE DETAI,S FR ONTED NO SMALLER THAN a' a 6'1 /PROPERTY SURVEY. PREPARED By A REGISTERED LAND SOLVE TO/I ERpY wiring Mfj TgAR EXTERIOR RESTORATION'ALTERATION AND NEW ADDITION APPLICATIONS E-i CONTEXT MAP AND PHOTOS ❑ STE RAN ❑ ARCNTECTURAL BANS ANO ELEVATIONESNOLRNGEXISIMGAID PROPOSEOLLORR YAAPI 0.2",,0e uaVd rob a rrun WOOF." ❑ IALUOE MATERIALSMCA THAT SNOWS PHOTOS OF ALL PROPOSED MATERIALS rWIMDOSAS DOOM R(XHaa..E ( ❑ PANT CMPSI Or alarm COLONS: EOM E PTTNOR►ANTIIG ❑ OT) C ❑ RENDERINGS NawrngsawagpYwlM alWaAiR MWpm* MI N ISMFISQMSIIMIONE rOyCONTEXT'AAP A1pP/1OTOS gr.TE PL AN L'J ARCMI1EROML FLANS ANO ELEVATIONS *lam should aNaledWrina fmn tOm NPc I�MATERNA SRCIFKATIONPAGE AND OETMLS. AS MOORED Le PAIR RPM OE DESMfo Morns; FOR EXWRIOR PARETNG Z ANDSGVE own ItdnEnso IRNGSmEamw, ErcHoTosor EXKIe4G WILDING It$ i k$ro.. 'd. P.Po' of Nadine p.m de p,•, twat. r,V4S.0 tn. maxim amalurm and dor.,aenrat..-o (r filer, and+a pholop.phcmordnrl l OTHEF IT'ADiE�fiA1�E1G1'U AOOIIROIWCa ALTENATIOP6 W5I PONCE AN PACHEIECIUMAL SETCW PIAPISOCWOING ASTTEPLN.ALL EMMIONS ALL FLOOR PLANS. RENDERINGS. MOAVINDSCA/E RAN NEPM MEETING ALL HEPR MEETINGS TAKE PLACE ON THE FOIST TUESDAY OF EVERY MONTH Al MIAMI CITY HALL 3500 PAN AMERICAN DRIVE COCONUT GROVE. FLORIDA 3 nu: HISTORIC NEIGHBORHOOD ASSOCIATIONS CONTACT INFORMATION: Iayude HNtpn( OASIS' Maim uraor 0a11XTr*r/Dt'Ilhptmall 001' Eon Vista ENT Nlltao. DnVoj Bean. Vrat. East H1,1O1K Nr.Cnhor000d AssIX,a0On DYenne Carnal sons MIMOAFFSCMyS rysl QIgFSI Shane Gra6er Enancryu5E• Pnatmall OPT Mo,nmgsde N,arn( Dnt,Kt Deed Holrenun morrwtdea'c&Lma, (Orr. /e1N_GFRYLEBIESFIELOILVIC( BOB Powers LNOylla£r ELF OV11o0A.Fpn 59SEOLCMDBRINNtalt OottrIct Ernest Mandl EtnrilmartnEE~M com •�,••. ,•re• .eynnrhwn n,o, an.. Application for new construction on 972 SW 3rd Street HISTORIC AND ENVIRONMENTAL PRESERVATION BOARD NEPB APPLICATION CITY OF MIAMI PLANNING ANO ZONING DEPARTMENT PRESERVATION OFFECE aY 51N :nd AVENUE l.d FLOOR Mam.a Homo* tally Yd StAH JSt OAR, 'CATION I MEETNG DATE Q 2 Sw 3__ "ZRE.ET RLVERSEEEoo1 PROPERTY ADORE SS NSTORIC DISTINCT LANCMARC NAME LEWIN II AFF INITIALS �Ai�..L E6ToER S. F Last CRA83 BL]ICS a 4o1KE-Y 8.s9CAMaE Fi 33144 OWNER S ADLIAESS (ITT STATE LIP COOL lRtw 41,4 R.'bR t'41i}.LA E-1 Ci 44Hso3 ,E -- C "q OWNERS DAYTIME RHONENUMNR OWNERS € MAR APPI IC AN 01'T.0Nn7.I0 RIPRESEN-ATIP0 .NAME A T:TLE N'RCAN1'S ADORESS Cm. STATE ZIP COOK APR•, CANTS DAYTIME PNOAE NUMIEA r APPROVED r *CONDITIONS r DENIED r CONTINUED TO. Fan APPLICATION: SPECIA_COA r SPECIAL CLAW KATE TO LAG r SPECIAL CERTIFICATE O APPROVAL r wANIA Mir* s . NIIVCDNSTRUCTInI 11'"'�-ADDITION . DEMOLITION AMA -THE -WI WOae 0 ALTERATION L. LANDSCARNGTAVING PARKING w*FVIR - CONCEPTUAL OtHER- i.__ I/TRACY WA0VNa WAIVERIOTHEAI APPLICATIONS ARE DUE At NOON INF FMST MOAT Of EVERY MONTH FOR PLACEMENT ON TM NEXT AVAILABLE AGENDA INCOMPLETE APPLIC.111ONS Wu. NOT N ACCEPTED 'It( HERD GTNCRAI.vr.1(TST„( FIRST TUESDAY OF EVERY MONTH AT t 06P1.1 W00N , Hl Rl rs A CO0'IIL TIN(, ROI I!A, HE PD MITTS ON AN ALTERNATE DATE OFT Of IS NO Mt FT,NG IN ALICAIS1 Mil ',NUS TARE RACE AT MIAMI CITY HALL. )SOD PAN AMERICAN (RNE COCONUT GROVE. FLORIDA The proper\, owrM shodd be present at the HLPS hearing. it is preferred tat the 00Itser personally *pent the prowl to the HLPB at the meetm( II the owner should (home t0 have a pal represMur ve present the proles 0n rhea Behalf that reoresentatw! must be a mustered b00v'.st wan the CAY d MIA,. F. man n ornetmn on herr..ng a regoMec IOOUvnt. Wen., fall the C.. clerics ONKe .t 10S :SO S 11A 0, v.04 the,r *time •n A. .,.(.,,, II ,,,5'.1L S.rk,'pa. u'I0h0Y.fLJ'AEpY'SSasp ILOMNM will be used to pr uvlde plod OI reparation OWNER ATTESTATION .• v' RF M1 AMI UNOERSTANU THE *ACNE INFORMATION AK) I CERTIFY TO THE LEST O Mr ABILITY TIIA1 ALL INFORMATION PROVICf>p4tl'HIS AFPUCATON ANO ATTACHMENTS APS COMECT Etz SIGNAT PROPIRTV MENU OATS SIGNATURE Of APRICAM,IF OTHER THAN PAO►ERTY OWNER I1.Stt M21E A COMLE/E CMECKOS MD OR RFOUVEAARACFIMFNTS AM ON REVERSE SIDE INCOMPLETE AP►LA'A MOWS RILL AD1a ACCEPTED 5 144E PLANS AND WH7R0ATAINPEQIELSRD ME TOGA,/ EACH BDAAD MENMfA AN ACCUAA R UNCV'ASTAAIDINS Of /If NIOt5O0 0110A*CT StAFF mow0AVT ALO(0NAI *WNW N'S Of PEN .%ONAgLf(T SCOW ESUIreLICAINKBIgnia Ina ta Svty0T:14 n 1NNrq+1r F MAN.( A MP MAK the0ro1O0n,ve pecan nua, meet r•m .Lan Ia • ceeppl.[N,en meelr: mrnmer...anrnn OlruAtn creme,ramabon Ann Bedanae a.la d... :.04•0. _. ...:,.,...a An.. •a,.ne .GSCIKI DUEE AND ATTEND PRE •APP'CATICYI MFET'NG r// L'J CHECK FOR ANY OUTSTANDING VIOLATIONS OP LIENS ON THE PROPERT• A VIOLA ION SEARCH MU ME CONDUCTED UN Alt ADDRESSES !NA T ARE SUBMI r1E 0 10 1Art HEPB P VIOLA TONS AN HAND ENE A4PE1CA/ION WAL NO7 BE ACCEPTED OA SCHEDULED FORA REPS ANE 1(NC) UN/µ All VIOLA PIONS AR( WINO AND THE APR IC ANT Wµl NOT BF Elf ;UNDO) ANY APPEKAT10N Eff3 FOR QUESTIONS ARO TO SCHEOMA A MFAPPLICATION MEETING PLEASE CONTACT THE MIESERVATION OFFICE: Now CNeu Schmitt at 305410 I A 16 oe mx11nv11wm4amp0r corn Contact Megan Tor pr0)ech mvohnrg InG du04y De .mated Hrualc ResOwt.N a prolech located ,n Buena Vista Fast, tNlnmps Park South Rivet Dried, Spring [widen Downtown ara RNmlrw Trisha Logan of 305116 1059 or flogarymladlo0 corn Contact insha (or prolett4 located In Bayslde. MM. Morningslde. Palm Gte.e, of Beverly Terrace HILt0nc Deducts REQUIREDZIONITTALISNLEIRPIL PJ COMPLETED 00 SIGNED HEPB APPIK AT ION FORM PHIdd* • I' Orgrul. and ;13 i COI. *nixed t0 ern wl o' Plan zj LETTER OF IN7ENT OESCRBING THE SCOPE CA WORK iN NAR0AIIVE FOAM bdNdn! 11 Orgmal and 1131 Capin aimed 10 eq', yet W p4n. . f ONE (110RIGINAL MC011.711(1) 11' K 1T YGNEO AND SEALED SET OF PLANS AND SUPPORTING DOCUMENTS (AS .f7 APPLKABLEP LJ THIRTEEN 1131 PACKETS OF SUPPORTING DOCUMENTS ON NO LARGER THAN 11' a 1 T PAPER g(OXATAL FR ES OF ALL SUOMI I TEO MAI'NINES TO BE PROVIDED FOR APPl1CA IKON ON A COMPAC F D SC OR FLASH ORNE A,t%Idl; wined NEI1 Poona/we, lo, m Leyte. d Iment ag0H0 A•.d waled Ley or pew mos and .e000nl; dowun.omt NIA '— PCFWER OF ATTORNEY IR Applt(ab1e; I1 the owner [avw be pnnenr M tM •f PI MeeI no and a •ep.etenta!ne wno n not a o.g idnyd b5by4t end n not fecltsn9 Compe044100 M Ongnal power 01 alto•My n •.D+ned et pen Ot inn APO, atee, wIA C PROOF 09 LOBBYIST REGISTRATION idle owner cannot N'pelt,' PI the NIPS Meenn9 and Km A moment/owe win Nowt,; Comprmaton lo. Htwr WYK.[ N oegosed t0 wtant wool u1 bbb), sl req.ttanon x pert el tan apolcaon SEE ONE FOLLOWING PAGE FOR ADORIONAI INFORMATION ARO PROJECT SPECIFIC CHECKLISTS REQUIRED FEES PATAOLEOXENVOICE: L(OA APR IC A1ION FEE S %SO I"Ail rider the Ire leev mX be doutM ;Li the o,q,w to Q NOTICING FEES FOR APPLICANT AND OWNER ;$4 50 per monde: NOTKNG FEES FOR NET OFFICE MAILING LIST IS4.50 per nonce) The Heap g Bards Dly44lon MN generate M lnroace Tor the appMant to pay r applicable fee, once the division deems Lhe emit Moon n complete. Chet% or Cart payment* are accepted only by the City ol Mean. y Cashwrs Office re to be made payable to the City d Miwo Fayment of 10Vo0n may alto be made Onl.ne a' Ow lo0pwug web address. ADps_.E»FIXLrthe 5Mact0R`_Ta7 dmat 1P0KnKTLBoldin9Oerm.b Welif aamtn: 0o4lco' 47l hType-FinQ AEELKAIMILIIMITIALEMIEM L'SCHEOUIf APPOINTMENT WITH HEARING BOARDS TO SUBMIT APPLKA TON MATERIALS COMPLETED APPLICATIONS ANO MATIIRALS TO BE SUEMITTED IN PERSON AT 444 SW END AVENUE. lad Floor 10 SCHEOI:( E AN APPOINTMENT FOR HEPB PACKET SUBAMT1AL PLEASE CONTACT Randy Ceur n 1335 416Nil a rtn embil me com M [ear nur1 e09 : rind., mut, rn Wm.r molr,Ml m Aced, opt taw beau' mini min/vend Ao•dl mi./are. r,P' one second Fndyy,t nN 11M Milo*,' weu10 PLAN t0 ap4M a N[nMn N/Nr N1 PS rney may +uom,! an ...p.m to Hearing bards r9Nln OS Oar. In ceder to lions TM nee Prior, Ill City Commw40w REQUIRED MATERIALS FOR AEL APPUCATIONS WITHIN THE PAS! TEAR EXTERIOR RE5TO4ATION'AITERATION AND NEW ADDITION APPLICATIONS' C CONTEXT MAP AND P1OTO4 ❑ SIN PLAN ❑ AMMTEE/0RM PLANS ANDIIEVATION' SHOWING EXISTING AEID NA•�.: r..,,. ❑ INCLUDE MA TENIALS PAGE THAT SNOWS PHOTO) OF ALL PAOP(:0b 11 sM!l AI A,('A'.NI4'0. ❑ PANT CNINSI or DISHED COLONSFOR l FR ROM PAN7FAI ❑ OTHER ❑AENOEIa1OS Neandisen su4PSN44 eooesee ,doe P, opt Hiram tietLCONSIIIEMOtt ry IJ CONTEXT MAP AND prams [ SIR DEAN QARCNITKTIRIU PLANS AND ELEVATION5.704o,s t9N,Mbrsr4N0 wens nen topad b T� lyJ MATERALS SPECIE CATION PAGE AND DETAILS. AS RECAAPED rQ PANT CHAS/ CA DESIRED COLONS. POP EXRAOA PANTN(. LD LAID%WE PLAN IiIRENUf ANCS MOORED r712NO10)1 OP EXISTING BOILING 1 MI poi/Ace/On n N e drrnol en o1 ernfi•g 0.ANrn% mac* octant Nom mudr9N ANN. of the "' Nthurtule and drumerwal... I airmen M0:or RlglpgraLM0[ rtydmgtleaunr•.I :and'401 1 •5c la4lamp' NOTE PIGIKORIGTUNTiMitalliallinglIMIMPNENINOMPTIONSIMUNFIIONOI ARENITECTl11111LSETOF FIAIISNCUIOEEEAM AN. ALL ELIVA71ONL ALL FLOOR FLANS RBOBNEGL ANDAWD4'APE PLAN HERB MEETING ALL HIPS MEETINGS TAKE PUCE ON THE fIRSl TUESDAY Of EVERT MONTH AT. MIAMI CITY HAIL 3500 PAN AMERICAN DRIVE COCONUT GROVE. FLORIDA 100PM HISTORIC NEIGHBORHOOD ASSOCIATIONS CONTACT INFORMATION: .-., ..�.. n. e� ey, ypu.,n. Vr•..+nr .>N �,,. r�o n.. .. ar(..mv. EUMELFImersDffiMt M*'. dr Hl$000 Daana1 Shane Grab.. (lard Hoe: man gliffitiriniiitfianett+Nll COT rrolfl r'Es drrc@BRIBP. CgRI EVEOM Vida East Pluton( Drs5KS PPIm Growth Buena Villa Ens 0n0or.: Nedmbnrhenny A-..0C ahO• bolo Powers thattilimitLwrn Ntpjluherse(91110oI cod MIFM[EM NMak OkuM 401 G.,0 !E HNRNs[ ltsula Shane Gruber Emelt Mand, v er•YrE tritei acam (rnnlnFN4t114_41ftmalcan 6 1. Leitmotiv The scarcity of affordable housing is contributing to the cycle of poverty and underperformance that many Americans are dealing with'. According to research by the University of Florida, this imbalance between the demand and supply of fair housing translates into 69% of Florida's low-income renters being cost burdened, i.e. paying more than 40% of income for housing'. With rental rates on the rise', an increasing number of low-income families in Miami will soon have to consider relocating to less -expensive areas that are further away from the employment hubs. "High rents and slow wage growth have made South Florida the least affordable spot in the nation for renters", says a study released in March by Capital One and the NYU Furman Center. Little Havana, one of the stronger rental markets in Miami, is home to a large workforce who lives within walking distance of employment areas such as Brickell and Downtown Miami. This area, which is poised to play a key in the development of the City of Miami, already offers vast number of rental properties, although most of these units are old and in bad condition. This project aims to bring new affordable housing units to Little Havana in an effort to address the long-term problems of local communities, instead of developing luxury condos for wealthy international buyers. 2. Introduction Dear members of the Board My name is Michael Esser and I am German citizen who moved to Miami four years ago. I was born and raised in Madrid and spent most of my professional career working in London. For 38 out of the last 40 years I have been an immigrant and consequently understand the importance of cultural heritage and Historic Districts. However, I am also an entrepreneur who runs a small business and have to generate a profit so that my family can afford the cost of living in South Florida. In fact, the mere right of living in Florida depends on the performance of my company, as I was granted permission to reside in the U.S. after obtaining an E-2 investor visa. On the following pages I will present my most ambitious endeavor since moving to the U.S.: the development of three small multifamily buildings in Little Havana. I hope that I will be able to accurately describe the difficulties that I have encountered while managing these 90-year-old buildings and the advantages of developing a new, larger community that could contribute to reducing the shortage of affordable homes for working class families in Miami. 3. Demolition of existing structures I own three adjacent lots in the historic district of Riverview: 956, 964 and 972 SW 3`d Street. The first lot, 956 SW 3rd Street, has two residential structures, a one-story building facing SW 3`d Street (North perimeter) and a one-story outbuilding facing the property accessed from SW 4th Street (South perimeter). ' Brisson, Amy and Duerr, Lindsay (2014). Impact of Affordable Housing on Families and Communities: A Review of the Evidence Base. Enterprise Community Partners. ' Ray, Anna (2016) Florida's Affordable Housing Needs. University of Florida. Owners, Paul (2016) Rising apartment rents raising concem. Sun Sentinel. 1.2 Letter of intent descripting the scope of work in narrative form The second lot, 964 SW 3rd Street, also has two residential structures, a one-story building facing SW 3`d Street (North perimeter) and a two-story outbuilding facing the property accessed from SW 4th Street (South perimeter). The third lot, 972 SW 3rd Street, used to have a similar distribution with a main building in front and an outbuilding in the back, but these structures were demolished prior to 2015, which is the time when I purchased the properties. The combined number of dwelling units is eight — four on 956 and four on 964 SW 3rd Street — for a total of 14 bedrooms — six two -bedroom units and two one -bedroom units; and the total livable area is c.a. 5,500 SF, which are distributed as follows: 3,200 SF on 956 SW 3rd Street and 2,300 SF on 964 SW 3rd Street. The main reasons for requesting the demolition of these structures are the following: 1. The facades, which are the most significant historic elements of the buildings, have both been altered significantly; the original porches, which are typical structural elements for bungalow -style homes, have been enclosed and are part now to the livable area to the dwelling units. 2. The buildings are likely to violate rules of the current building code. For instance, the setback of the two-story building on 964 SW 3rd Street is only 3 feet from the South perimeter and has several windows on the back wall facing the property on SW 4"' Street. The numbers of dwelling units and bedrooms do not match the description of the tax cards. The garages of the original outbuilding on 964 SW 3rd Street have been converted to dwelling units. The main buildings on both lots have been broken down into two dwelling units while the tax cards only show one bungalow. 3. The structures are in poor shape; unlike current concrete structure, these buildings are made of wood. Ninety years of humidity, rain, wind and termites have deteriorated the structures significantly. 4. The crawlspace is only 2 feet high and inaccessible for a humans; this has generated problems with small animals who live and multiply under the living units. 5. The parking lot, which is covered by concrete and asphalt, does not have a drainage system which leads to accumulation of water on the parking area. 6. The roofs require constant work as the maintenance in the past has been neglected. 7. Maintenance of mechanical equipment: the isolation of the dwelling units is bad, windows don't close properly and tenants counterbalance the incoming hear by turning on the A/C systems 24/7; unfortunately, the A/C units break more often than not and increase the cost of maintenance. 8. Maintenance of electrical equipment: the electric panels are old and could be renewed; recently one unit almost caught fire because one break stopped properly. 9. Maintenance of plumbing equipment: the pipes for sewer water are permanently congested; on another property, I had to ask tenants to deposit used toilet paper in the trash as the pipes were constantly congested. 10. ADA compliance: unfortunately, not a single unit has been remodel to meet to criteria of ADA. In a nutshell, the facades have been altered, the interior distribution has been changed, the wood structure is in bad shape, the crawlspace is dirty and inaccessible, the parking area does not have a drainage system, the roofs leak, the windows and doors are not impact resistant and the entire MEP installation should be replaced. Everything else is ok. The question is whether an already altered facade justifies the investment required to update these buildings? My personal experience as landlord in Little Havana indicates that most tenants do not have the financial muscle to afford a higher rent for a remodeled unit; improving the existing space might only generate a marginal increase in revenues that will lower the overall return on investment. Unfortunately, several owners within a few feet of my properties have decided not to invest in their buildings, which generate negative consequences for the entire neighborhood: 7 982 SW 3rd Street 982 SW 3rd Street 243 SW 10th Avenue 329 SW 10th Avenue 7,01 hill ^y ,1,111IVIJJJIItIII ''-7 Ilia III II fiiiii1iiit ilNlllll111111111 8 4. New construction of three multifamily buildings on 956. 964 and 972 SW 3rd Street Initial Design The picture to the left illustrates the original design for the project, while the picture at the bottom shows the new, revised design, which is more sensitive with the context of the Historic District. ,v �1 1 • II 9IIIIIIIIII, ''!''I III' 111111IIId1P 1111111111111' 31111@rl The concrete structure on the second picture includes a central pavilion and several horizontal mouldings which are quite common in the architecture of Little Havana; so is the smooth exterior stucco finish and the combination of warm colors for the exterior walls (white, beige and brown). The large sliding glass doors have been replaces with four panel impact resistant windows and the railings have been removed to meet the looks of surrounding buildings. The site plan will be a garden -style distribution with one building on each lateral and one on the back of the combined lot, which leaves a central space for landscaping. This courtyard will become the common area between the three buildings and the adjacent walls to this courtyard will be decorated with non-commercial paintings of Cuban themes. This amount of open space, which used to be frequent in Little Havana, as seen on the 12 buildings on the other side of SW 3 Street, is possible due to the reduction in parking requirements for buildings with less than 10,000 SF of livable area. With regards to the numerical changes, the combination of three new buildings would increase the number of dwelling units from 8 to 18, the number of bedrooms from 14 to 36 and the leasable area from c.a. 5,500 SF to 27,000 SF. In a nutshell, a new development will offer a higher number of dwelling units, bedrooms and livable square feet to working class families who otherwise might have to relocate if rents continue raising in Miami. The new concrete structures will be safer than the existing wood equivalents and will comply with the latest and most demanding building codes. And new insulation, impact resistant doors and windows and efficient MEP infrastructures will contribute to environmentally -friendly living style. Of course, the City of Miami will generate real estate taxes that will contribute to the developments of schools and roads. And I Revised Design hope to generate a financial return and to renew successfully my investor visa. NNW 1111111111111101111111111111IIIII IIIIIII �IIIII IIIIIIIIIIIIIIIIIIIiIIIIIIIIII 9 1.3 Context map and photos L ct: i 1 7 -- . .1 WWI._I!1ti_ CONTRIBUTING / NON-CONTRIBUTING CONTRIBUTING NON-CONTRIBUTING Aerial view of City of Miami Aerial view of Little Havana Aerial view of Historic District Aerial view of Block 11 Building to the West (982 SW 3rd Street) Garden -style building complex to the North 982 SW 3'd Street r Building to the East (948 SW 3rd Street) MEL mellow 1111111111111111111111111111111111111111117 1111111 1111 12 West and East view 13 Tax Card for 956 SW 3rd Street 0"I DESCRIPTION AMMIass SECTION TOWNSHIP IAMSE RIVERVIEW LOT 7 BLit It 3=4342885 5-43 Ill—SEL 7- 00.3 - /iefv DIAOIIAM OF STRUCTURES 8 as Ar • 4- as yl STREET REAL PROPERTY RECORD CITY OF MIAMI, FLORIDA CITY ASSESSOR A c A B c 1- r KIND OP STRUCTURE USE 1 CONSTRUCTION AgElf1 Ma_9lt_W .NGSI 6iTtnt 1 r#.1iff rj9_ eun;:dt GUI RFS.eEA,T,r11Al t FOUNDATION EXTERIOR FEATURES EXTERIOR WALLS AND FINISH . ROOF TYPE ejg TAX NAP I—exRot NO. /ar% TYPE EXTERIOR FEATURES INTERIOR FEATURES WITEMIOR TRIM N,NFpwF 4- 4 Ir a. MN1511 TAN ATTIC r- IR I Sas 11 Y SASENENT LOOS TYPE INTERIOR FEATURES FLUE., NRFtJt_N6 FIRSVRIS w,.al MEATIND I.Ie11NRa ROOMS A (�1 r i 15d • 1 1 Y l C i t i i$ u „ MnIIITIM:IM■ .STD . n■ ■■ ■ 1 1 1 1 1 Tmwu BUILDING COMPUTATIONS • EQUIPMENT FT HT. CORN h. RATS, COTS IR COR I AMOORT 14 x Yes" 924 OO X 21X D ySORTAir .017100,0 (III W'. IF •H 26 X10 :3 REMAKES, Ir•. , l A'S.,.ISAAIL4 /< 33 %f 3//0 .AWw'"TEA 4 590 IF31 2 % 7?7 .�3 2.. yt n 011•11121 ARID SPOUT OP C.C/11111C PI IlINdle• weimms T slsi f' 73s7 6E7 CORDS ON F m 14 Tax Card for 964 SW 3rd Street DESCRIPTION AD•.•I 414 S.w. 3SST, •ECTION TOWNSHIP RANDS 1IVCRVIE6 S•43 LOT 8 BLR 7;4342686 003— /Sla) MADMAN OR OTRUCTURC• r4 I71,7 i.11ite �UI! Y• iR91� •i k 274 '1 �— Yc' ---4 OTR•RT IR RIND OF STRUCTURE USE CONSTRUCTION COND. CLA66� i�a llN 6 LpW je fAf9rf.9L FghtMF- S7ilcco C _RB+VS•.S(.wi&1 1LBS REST? FRAM£ was' l�o?z$t__ o S, MF fry SC REAL PROPERTY RECORD ...-S.-9.2 a, e,Z CITY OF MIAMI, FLORIDA CITY ASSESSOR 9 • XTERIOR FEATURES OUNDATION U[TERIOR WALLS AND IINISH ROOF TTPY ROOF IAL 1 ✓ A $ 3 1 EXTERIOR FEATURES $! $3 / 1. 1 8 ✓ 3 ✓ 3 1 8 1 1 3: i 8 NTERIOR FEATURES ••i•RIOR Ram Z 3I a c DOOM PORCNR MRNRIT FLOOR TYRS MOOR NATLRIAL' WA.. S I 3 PAI ✓ t ✓ ✓ 3_ $ FT9 3 PINION $ 1 N__LATTIC 8 3 8 - A v s u A V V V 3 OI 1 5 INTERIOR FEATURES ?LDIY. pD ILUY•INO nj0j7 513111141 1)1' II./I MATING LNRTIN U 1 r v 3 ROOMY IA •IC GOWNS MON 1L! l. 7 TOTAL. BUILDING COMPUTATIONS NUIPNYNT A• ..aimasa +'2. 6Tti u 5;/5 x4o°s 1• L.14x1. E A • 33 It 15 e: 8 Owl. PT. /33t: FAN 1.1' A SPAIARLAN AWRY, IMAM MATTA AIR CONISITIONON1 4xa/C.c• 113 tO Sbxiox7b% 39,40 2. O" (4) Pile - as. fafll iL4 t 21. V-41. 457.lIl' 2) REMARKS: /ea ,4. /=ea AL 3-' 97i s. ELI �/7 1 V,2 0 / ND or sucra.a arn. Ts ND..I•,A.T......DIP •T► TN.. WiNkli OVA, GA.110$AN 11 PIP m 15 Tax Card for 972 SW 3rd Street B A..GNE 4'72 S.W. ,SSW Sr SECTION TOWNSHIP RANGE RIVERVIEW LOT 9 DLitM 3;43;2047 3-43 DI OI aIFUCTYIME 9. F.-- 2 a a —ai . . •3/,2 . __4 . . . . . PIRCM • Ti1E 15 . P• R.a h �vt{/a E Pa. 1211- % FAIN,/774Eca /DX STREET D 1 i REAL PROPERTY RECORD CITY OF MIAM1. FLORIDA CITY ASSESSOR MIND OF STRUCTURE USE A 11//PLOI ,4PQ91Am E.Y7 RTT/acu lr/AL B BMI/FTiR1Eii -dLR• CONSTRUCTION 0. RIG• 7 RSM L -IA.S. r is COND. CLASS 2oA A RC CARDS TIDE EXTERIOR FEATURES FOUNDATION 5 v r EXTERIOR EGTWOR TMM VITIATION WALLS h R001 TTFE 9 9 a a a ROC. RATER AL a E a 1 FEATURES DOORS PORCHES BASEMENT INTERIOR FEATURES TTK FLOOII MATERIAL WALL. a e 5 E C 4 0- a a s f 8 o- U c Ar yy Y G A A s s r/ 6 f' 4 NTERIOR FEATURES Z. 2-2/ a_Z 41 R F1NIM a TRIM _ATTIC PLUMBING 5 a 1 ILUI TIES FURORES a s tame 1 5 HEATING IPI LANDING LA .OD DARR ADDS OrrasiDi A■C z 21 2.1 AZIODINAII TATA 4 / 4AZ ✓AA24 .33 44 OITA z TDTwuENDL. /T7 BUILDING COMPUTATIONS EOOn0T E C CYAN n. RATE ee. kcwT ARNI M R SAES SR IT NT. 2 ra 3 3 /44 /S7. a¢ 4,5 o 312 rXL./ 11103L, 4q71/E./2/s7'. a 49 4' • s .Y .._14A4 2a0• 4.3a J/sa/z 35k2 l 2€AIL 48 x 4atr_?$11 44 /5264.3(2) P 26311.48_4-39,,,Z (21 6/.4 J71 / 0 1110.5 • T CONAITIONING • 21 44A 2249 REMAIIR0I 0 /94R i 1 3W-./ 6 3 .JJ lido RATTEAam, AD.IM.DAT a AA. A.OAETAIEART.ET. L11 /6 N A. OF ELEcnnv nitywaltS /a if SWAT Y //33.3- . DI.T.W CIABINATII / u A 16 1.4 Photos of all facades of the property and applicable details Front view of both 956 and 964 SW 3'd Street Property on 956 SW 3'd Street, main building, view of facade facing SW 3'd Street (North) Property on 956 SW 3rd Street, main building, view of back of the building (South) 17 Property on 956 SW 3rd Street, main building, view of West side of the building (West) Property on 956 SW 3rd Street, main building, view of West side of the building (East) Property on 956 SW 3rd Street, outbuilding, view of facade facing SW 3rd Street (North) Property on 956 SW 3rd Street, outbuilding, view of back of the building (South) 18 Property on 956 SW 3'd Street, outbuilding, view of West side of the building (West) Property on 956 SW 3'd Street, outbuilding, view of West side of the building (East) Property on 964 SW 3'd Street, main building, view of facade facing SW 3'd Street (North) Property on 964 SW 3'd Street, main building, view of back of the building (South) 19 Property on 964 SW 3'd Street, main building, view of West side of the building (West) Property on 964 SW 3'd Street, main building, view of West side of the building (East) Property on 964 SW 3'd Street, outbuilding, view of facade facing SW 3'd Street (North) Property on 964 SW 3rd Street, outbuilding, view of back of the building (South) 20 Property on 964 SW 3rd Street, outbuilding, view of West side of the building (West) Property on 964 SW 3`d Street, outbuilding, view of West side of the building (East) Vacant lot on 972 SW 3rd Street 21 2.Sitework 2.1 Property Survey BOUNDARY Stilt: Y r O.16 •RI•. APMr, PnY4T _. _ rrc ww G31• ,w. 3r0 s LT r oft NW Cooi No TA W S- • mF R POP NWr• VACINI. flow ,._w WON Po. PO LOW DO it WON • Jr 1a. NC. 'Wel/ICY 9N_99Wf T WOPi A.6 01. N.PPP S.PAof aJ) INP PA.1 P +PS 9.IP'Ei NOT PPNl P MS •.•NETT MDT rwNoNo A 4' •�Q• NO MR PM (NO LA1.1 0. It001 V 404710• Par 090f PRAT •OOP 0. 0NL al) NOT PANT P Ms s-INIE 4 3 . 3TC 1 , !I n c _ L87799 I FEONALLAND SURVEYORSAND MA➢PERS 111185 SW 129th CT. MIAMI FL 33186 Icl: 305-316-847I tax 305-378-1662 www.3;ci.com • 4. r f Pt owwwwn On • • Y_F .▪ � w P r_ Ptrav •..... W _ •1.NP •I.•_•.. as man nu � M `. L•R.CcwIK_ .. .r▪ l MOO • papT • N +0rtit.r P PP a+ ol. LEOEPC A AR[..ENA-lJx !.r: a r r•rP•.. • mals•. lAba • .ma•• . ••Ps fIRVLYOITS NOros I-0AIC OP CO5IPLITIO\: TO-.101e 11-I.f.CA1. OCRCRIPI o0 AND PRflPERr1 ADD..: WPPAa.l00410 • MPgI F.111`1 .•aP/5•155. 1a O/. KWao. aaPOT Oe TVIW TO: MICH AEL ESSPR OMCCURACY: N-0OURCCS OF DATA: nU PP r n��..ol.r•sewrr11.5 •n.c v.awo•..c Pw•rePouw Atari 5•.P51101. ..Par vAhpn wrsfiWJar ruwifsapA5.5 air rrPme J• L b.wT Vsv.5 Loon rPaP •tie r.•oaaar..Plr rp.wra.mo.an_enw. WO > •.sPatia BOUNDARY SURVEY of 956 SW 3rd STREET. MIAMI FL 33130 .JJ 1l�l1W r W Wu u L 11 5111111.3 !Ill��i _PrP AT 11111�11 trll■Illa'IIIIII id11111=.n111111 11,1111111 1111111 LOCATION MAP SCAI F: 1"=300• SEC. 02-54-41 *MC, P w1 0s M0_11•5115 0 w.I�NA Mn0S4000fi V-VPHTICALCONOCOL: na` eo+gnw �v � Mr•1 al.vPra R.•AP•..1P.. V1dUMBVORTCCRrUICA C I.• ..tiro. rat a..a..eer•aner .Pr r/. w•4nr+Mtio YLVS a CI El VIII•1011 JP mace ETGI h_ A R0M[A COIP:RAMS R:PLA GESpIG'E 3 AOMCRO.11•JI WI:EN:STD PUMA P PR1s WPM& AO P•P1a1W'1 =Pr V PPLA OPYITIM rrs rI1 rm r•e nxs wee a 22 B giurArmi itt SU IVBA 46 S ▪ OiMI/O 9N,n !{! 2T_, 1 St r3L.l M Er' OAP 24Y Ld .N 1M. L.A.( LOT 12 POCK N A' 316TI SLION6C. (PLAT MR ♦ .ADE PA apt .MT Or N16 IOW.) p441JE E0113. RAM M NoLA. BOOK p* or ..9 vent" .pMO ROM MI �r1 AIG OMAI (PO W0) LOT 14 aOa�YYP�{{,, (MT S (NOT MO Or INS SUR.EY) 3 • 3TC 1, Inc _ LEI PROFESSIONA. LAAO S1) VEYORS AN MMADPERS 12211 SW 129th CT- MIAMI FL 33186 tal: 335-3 6-8474 !as 305-378-1662 wnw.3tcicDm 1- Sc] 1 r Mfelm t =,7 l i �:�t• P uN �: M w., m vim Miff mil. fles Om Imo mom �eW .WO 5..EYORT(NOT. 1-0AT11 0►COMPLRTION: CO.2A-201r O-LEGAL OCNCILVIIO.V AND PROPERTY ADDRESS. ON PA. STAEEr. NNM rt. 361*0 uw MPtNTX eVAO[OMwwl Prat • MS.e n nc+Nk.PmW aMYY60.wn. ammo Tet MICHAET E.S006 DMCCIRACY• r4a4xw ...Wmarw.wcnvs o.ae asPW. [ ieNKe.mrc•.a M. ff•• Mt,mff 11 v � I .[.r+t YM••••• .! ws-. n. Me..w. IN-NOIRCPA OF DATA: i . ee...•. er..r.y.roc E �M1.••••••Ae.. eM.Pn IMMIf r.nr N.r, w-n. WIN. v4+uws.1..+P.p..m tr. ..Amu. M.IW.. • .K •.awn w.NNC I.M A[ ft ..MMOO..ea.eN..nnO s wee Pawl. M ewPb.lrrwemm+rnrew... arr. BOUNDARY SURVEY GF 964 SW 3rd STREET, MIAMI FL 33130 • 1 ILMe'■111111= LOCATION MAP SCALE 1'=300' SEC.02-54-41 oI...er.nM mn.l.. ... ..pwrftwo. . • IMP <UM P....M m.•nm.Ne.+vw r.wwu nver � .wean.". r..k farm.. .MM�.M V-VPATTCAL CON1A0I. ..Twelve M.wec rwi rM r.ba r.a..k..r/s MAN farm M▪ •I .tic cover e.c+..e..ON NC fU. naP.R. PPI M.e Me m.:. ww44,M n.M•Nu no, �w▪ tmv no M.uw..r�w mR4Y r.l.n-4 e•n..lm�ba I-mF M.r Me.yo-..kk.sorwa.h. aa.Werpm •a wn tw: w. aru xp*.wa wa..•M, MI mama. $URVEYOR'I CEOTWICATO. Iwwn ow.: two Mr ruswn.-.w•...ew• rumen, re.rO. .100 ra. 'OMR tr.nnK.er�MNIM+ar.•• q c v�..-n 3R11Pr.. A ROHR CO.P6Ata DIR. AWICI11 JWr1MNE411a APNEA LIMN 1.ANLY NR RQEMM MRR.IIIAIL M4NTM.NItJ sm. VAMP .n.R nave,ronPr. n w"P..n. +Ohe.6.07011e414 tarok ammo ns` a miler rum Serf 23 t\- eaoB I \ MILO .RI, rw DLO LAM) 1 i 1 g 1ONO NM .M (.0 LABEL) IC1 •.I. P.DO. • DRAT Boo , fla Al) a10T PATH 0f SAS S...EYJ BOUNDARY sURvr T ssr Z 4 BB Le .AA0 NO.T JR .ei 1; MaOR N OsAl BOON PAGE AM Nov pa, 0f loos 93.4n WPM YI. Dp_•Sr, LOT IS MCC. II 'rW1(R SI Ele QIA, /OW S. PMIf A3) 000, Me 33 TMs Rlfl . 3TC 1, 1 r1 c _ Lene9 3 PROFESSIONAL LAND SURVEYORS Al0 MAPPERS 12211 SW 129th CT. MIAMI FL 33186 tet:305-316-8474 tau 305-378-1662 vmw.3tELcom LEOEIY' A Aes�e.1A'IBs: == .traa- MIS r . . ,400 ..... .4... T��Or Ira � .,..W a� 3LRVRYOR'S NOTES -OAll OV COMPLETION: 0-04011 IH.ECAL RESCRPITON AND PROPERTY A00RTYR: 11I 0. IA7300'. MVA1 PI311h .^....r.nY•1.. x.nir. OfAT3FD T0: MOCHAO. •LOSER IIMCCIIRACY: IYATOORCFB OP DATAi .SUNG rAii.��.rtaAwrowrol.r�..q+ .mMrAnu\n.is 30�e. r r m a�PY+rKw wa m mr r nc re w. urr n BOUNDARY SURVEY OF 972 SW 3rd STREET. MIAMI FL 33130 '_LI LLill J_J J r 11 U.0 111 1111�■ 51111E min r111111 LOCATION MAP SCAS.E: 1^=300' SEC_ 02-6441 MOW MO 6u..“ ..YhJuu taut ryes OrvPMISn � W 6 riOry ,VERTICAL «.n 1ROL: YI-ECRVRTOR1(n fUICArt 01O11� A MONDE CORCMMR ROREA CEYRRLOE OF MI0[R1A1131 YAWS 371) MACS MR NORM 3YMNA ND worms. OMNI u.a Yswlono .lrMmA.Fa no 1Y. rmW NO eesm nos NM axs As MAIM wum OWN 24 2.2 Site Plan I EXISTING 2 EXISTING 2 j STORY 8 UNIT STORY 12 APTS. UNIT APTS. r30.-0'; O gp. 0. 1i-5 9'-3 31.-7. I 9 —„ R1 - 5 REMOVE EXISTING STORY 1 OWELLING UNIT EXISTING STREET PARKING EXISTING t STORY 1 DWELLING UNIT 964 PROPOSED 3 STORY CBS 6 UNIT IAPART MENTS 972 '�/�� PROPOSES 3 STORY CBS 6 UNIT APARTMENTS ON EXSTING VACANT LOT EXISTING STREET PARKING 25 2.3 Civil Drawings Civil drawings for 956 5W 3rd Street • • SIP/AN STREET 111 <I1I, 19.. N: rp1 EQ. OPEOM BM, 8TOORM DRAINAGE STRUCTURE BCFEDULE •n1MMe gamma C/R low wore ae•eel AMIDE -c RP[ wRerser!• • • arro U SP •*0o.n1 17 Al • [• •an ismIWl.rr:•'F: L :r.MLL..D .:ic[o.•es• r' anrvamr 4W-IC' 0W10. tuft MW CTL. • MOUMW ..-t111 £U AU. MUM.. 'WALL a[ # all Y •-LLf.c'i '031- •, ' - ....11 t.T. / r•w4 wTC Val/ Kn Wn 1f NUT. :..yt • S.••ND.1 au: P:ru.-ut • •Tao-1a.1 ai rol-dW I> CwnL Mot JULL'it W_t RTt F. 1 r�u�-i iE rTttw RR. I r -- ,C - lu FE [ II, I IR Tilt SILL I 1-I.E-r 1... r� T, n G 7COIRv[F1E IFl1 _: ll • E-T.:MI�E�il.� .E EI-TI N •TI•'. 10. Tn-. 11 FE C. I� tlME [ FE iE —p :r e7 -III [ Nr•1" 34 Am Mg Peg- MAMMAL TEMPORARY EROSION AND 11PBD(TY GO TTROL 90II0 Z1 COMER-..'TE 41mat( MI, I t T:-E rx .!I[ ISIIt E.. lm POW PoLUID... yIM ILL SUE BIxF: ^ r M.iP IT •non e L' !i IIrT MN )J 191• . Y Coh111t Yi n 0 LVIaQ IDM�ILIL.e BEM COMM▪ W• ILF rn nael,me+k. •l ow.•mroe mua.®•rn®IIE• Iaru• NW MO CIFTMANC.• oaaamrcn. If *MN MIL•• IuvE pIM•a[1rr 0041116.10AT.11 blab PM OR. 0•11.16.1 • Ellf•CMIEIIMIECYLE MD DOME CM "IEEE ewrnrtlM WAD. MEMO ORME P®• •ccrla•mmWY. O1n tn•tr, •..gramWio :?? •••..nx.• rw Rm./ IRI�r4Yo�re 11E Y Mr••1 M M W M ••Lan• IT:Fl} ME u MOM aiw aaa�r• •r�•M•11 r NDawamOEM b awMa•ik M 0.'•I<•o aI• •r•a NO Mo.rwolJaa�i� NOTES IE 1 ••4r.•C nl I. I n 1 Rl@ PW F1Bt,F M .aMT t10 t T$ 41rot rort co Y •aM::nKMll atR p tll '[ IF 11117 H tr t 1*. to 1 .1'r# . i ¢, I"Ci C ni E r w �uMul1- YI " la i'LL't', • M :Wi u.ICI J•C) �t L n • 1 Nil �- C MCn oTit e.1.4f' FLOATNO TUFEDITY GAFFERS MOrEr C 1 MOP Pot •alal woo. l [twang wirsiliu 1 MIa •. MM1•:C E I I f h SHEET DESCRIPTION SITE PLAN 8 DETAILS SIFT: I OF C-01 26 Civil drawings for 964 SW 3rd Street • mot- - — • Ine>M UMW w111naMN .79 . _ MMa1— l•"IvMMi .-II1. FLAN ,I YM Cs 10 STORM DRANAOE STRUCTURE SCHEDULE —a IVY Wm Ma E a • ^v.rCMD Io /MaLT..R, I'I• K [ • -n T.Y-..T AL 7 T V MAIL EL rid l MOWiC � IL•COr MOOS cYip ll r E • --.1S WMII K •'E• ITT nr InLLTMRO mvla g1. rp'w1'. T.Na ut fn,••:.1 . - Nava (a OVA- a..a1 ThML E MMV. �, ter':, flat ..M« Mn•L tvelfiLa lama r•rl MOAN. C. Ka MFE !w[EM *Ill M.5 Zia rMs_c 1C M[ .CTF NoTT31 T IRS T LRYl'[I' LE (`,1tTurOMTn.NO T.'t Ma• - r.'LL M :OarWir ' rir.rrl n u ,My X-� T r- IE r It FE En IHil -E I71 [L•XTV'E •T •U L •1 •1 M t i I 1 [lF •i Ir ^IL -- I r 1- K I '- TEE • IL - E 1- Ill E - E [r•n'. H• EE• Q6ON Li1 14 Osl E L nr t 1- 1 ITT C rIL I 1•.7R. 4II Tama 11 ITIMME: -L.. COL 54,11.1IC 1...I41W i1 MEaF: ^r L# I'D IT anML1) •rt-Mlc Tla = - . —117-111 sr x EMST MICE •OI.M YOM •osR I6 MST EC IBA@1II, • MIgT- oT. �•I•TL 3M .IYI ME ram ..rtnLL *alum or • LOOS aK rRY T you. —NE MTO OE r. I < r [a 1 l• R r�n ELLr r- [ 1. r CYs.rl s mmn ru M•as ! I. IL LEGEND. pouommamErkolaut I 1 ovrala Mama MOMANI .MS .NEooa111r mamma mama+ mmeammama mml rnAmami, awe, uiLt— NW!SPLI[1MIINIAY ftj�MIM RAN MOM 1M. MOM M YYMIM eamrommla .c.AM.ra.E__E MOM.N a R.M. mamma YMONS MEWLS i 06 M NMillamPLOOMI Mamie mom YaafaOM MMMaa/aaa MIN Elan= OLa. maw Sala m MaaEEa1 i MY]cloam so. mama mil iMiu MlSL ommear1TIBMIW V WMSM IWIEWIla WWI NYYSaM O 4•01. OWL dam m•41111.1. IMEY MOM MM. OMas Vrq OOCa1RtM K PLC. osEluO MYM Wiltamara alma 1a11aaaaaM own W a! WO*. IMM OMMM IX II£ RMaa o.Mla ICSlS • itntlsa0 a4 o Amma0.1, r •. 4E Mean Nt,1. x W.• II. KM. wall tM of fl 1.4.E 1..4 la raaan .ME la 11 IBMI Sr. Ills- R:.I I • rt C I MLP OM-aIMI Tl[100. M'C 1M 1. YIP 411 PH .,MC wNu R I •� .-TUN Ti Y I. lorit r :it I- I.rc YY.1 a 11YA.]. .rE I�• b'M'.. II�[.lt I M EI••. q� �I�M i1E [M I 1[••"El• r IYIi�Z`Ia0''l.1117M1 ra .• 41114 LL C ER Cr:1 ^ .[.R•W ITMl[ _ _ ,tr R�r[ ant[ lm r r MY mai .I.r YE r Y[paiWs FLoATNO TURBIDITY @AH BIS EII SHEET DE CRPTION SITE RAN 8 DETAILS SHEET: I OF C-01 27 Civil drawings for 972 SW 3rd Street STORM DRANAOE STRUCTIJt 8G'11eD1LE 1� E 1 ss� r MOTU IRWN�Y10a M. !.egiN @ .r...• t r• [ O�rM— _ _ 1.0.; ( 1- WIM� la .,.„,:.a..• 1 1qW •• I I mama r I•LL IC n i l •FFLE r E ','E , n 1 la •LL 1 T F H•rt C FiLL�N-u E r EHT".11 • r"E". lC FTC• T RlAR�A1AI vam, IBM R!•,ia. In —a .Y u. FAUSTO GUERRERO P. E. co..Ip d'0`•• • R.OY! 13,351M,31n1II6 L, R MMMI lAM Rover DOS 2S11.4/1 r . [ wf ro:..m.cat ,n 111/ W i IOfC OMn.Z rra M aar. o. IFS AdeC W I W NOR maws rat 1�. r [ . 1 11.• .l _ ��..• •, • • 1 ' V .. - rtea ukret mA.7o....M.WI.W W..ra .n<!OlY .. ion* sair N•rac o ran: ••. i4 •Cr•ra' N n a rH rat .�.�I I• • �•rt ". EMI* w T� T� • WC —to.nw�ws 1 rr1M(n 74 `r rCrt[1 r 1 -D ww Yana. WIN rO . l..nre am w envy) •' . i _ •.s 1 . 1 r r ^ f r ll LLLI r �C LLHLL r ' lllf 4t ,1M• •1 rf• ,1 r n •rn rt: r ur11 - [ • [• t •�,, , r 4i 14r ...... y [� I T[r at r 1111` •• 1n <rt.. . • fall .u1=113 .Mc�waa i ..C.:'(.. .' r1 [ -~ [ l 1 4 H• J 1 - • 7 ll R� Hil C'-•I I- ', r I •4 l rn, ... u•Hi" I • .I .w. ., r.n w s I tr:`, P. KT Mar. w•MMOr1RMA., w-�. tl.R.Jw .411RIt oa m.vrewnaerweRl[[.V. w.r�rr�lY...l.ww.n m.lRIOAAeaY.R.RMIV Y� •�- SaaWgQ .arm 13 .j2<- �1 A YG. 4.� 1 I TEAP9RARY eloaiorr AND TUR@DIIY corTrRq, 7 : `, rt. p _ raillikaiMsl111•••r• raa110) [tea rlr=•w.=M 1 1 1 11 .' rr • •�r�_ . I L ■ '-. r.t1a44..•:e..h,... r lfc . ,...-0 ... Mir Wl MAIM W a -O02 n m alga Man r:[ .r�R.r a 104 'O< .MR1 - an. a mows.% (La tel 'r' •.sNlIT r • r.(. t - I.R K 14a..T l 1 r+....11t1a .H • U lal all 4d Wtkn«ni-1 nr.., ro1 lv ua r.:a-. . 'r cT .1. Cat) :••0JS +4R • : [ -n+ • to,- ••�• •'WU ma • SMUT DESCRIPTION SITE RAN 6 DFrAIS ' I ` '>' _; ti•... _ _ -... -. .-.- --- . I • 1 .ar.-- . TIE PLAN I 1 L UV � wl w „ r r< . /jjIUU. i•i .�M rvwW rr lars r SHEET I OF — .44 . TM .Mw00 11[I 1�. 'ID '.u....0 ..t IC. Pain•.1 ,err., r A fb.7 l Obi v 19 •:W7s 7 m WIDE • • Ct... tr. ...Ss IC AR Fa R71f OF•A fw : '0 RF1 i . ..... CI n fl14�1{l r<1i ll !I ilia .YL i • FLOA113O TURBIDITY BARRIERS W1T rink 111 : -1, • TT rail!,- . , [ ,1 I. • ,.0 •. ... < r M [ I ft -: Au rr.. -u 28 2.4 Landscape Plan 972 3 STORY CBS 6 UNIT AP.ARTMEN`S 29 3. Architectural Plans and Elevations 3.1 Renderings for new construction Front View 30 Side View _ n LT 91 m Front view 0 IP. . 11111 III 1111 111 Intim tin ic 31 32 33 34 35 36 37 3.3 Catalog photo of proposed materials 3,000 to 5,000 PSI concrete supplied by Cemex USA Regular 8x8 concrete block supplied by Cemex USA Stucco Finish: Smooth Limestone Easy egress impact resistant windows supplied by Mr.Glass 38 Steel flush fire pre -hung commercial door supplied by Florida Lumber, Co. Material for flat roof supplied by Gulfeagle Supply White aluminum picket fence supplied by Island Fence Porous travertine paver supplied by Gempavers 39 3.4 Paint chips of desired colors for exterior painting if other than black !r 'Hill!!!! ...All ii:_■ n••ol 1 1"1: II IIII�II�_il i 111 ■ 'I!!! �IIIIIl iiil I lHlDlIII Mil 1Hullo i Brown Dark Beige Beige White/Beige 40 4.1 Non-commercial murals surrounding the courtyard VtiV(W4 41 I7nnm in (rtrl+Qli i h DESCRIPTION SECTION TOWN/NIP RIVE:RVTEW LOT7 BLK 3=43=z885 RANEE 5-43 Ql-4�l^_ari — 1SE'l% DIAORAII OP STRUCTURED 0.41. Jt. • ,I 46,• IS 4 8i ry TI . B V". IA• A. a r-+- irl AIER.ANAOF'r rr $` Wee • rm Iq : 1 ▪ s STREET 1. REAL PROPERTY RECORD CITY OF MIAMI, FLORIDA CITY ASSESSOR IL A _ BFt'tl L tI &IA} g I-1:Lialr14t CIto KIND OR STRUCTURE n = u ri 1 USE CO NSTR UCTION RI fielfactiTVL 144,S. I nrA1TI Ill.. ..L.n3- v-3 - a e6$ Itio APAS TAN NA► -- . COND. CLASS TYPE 3 a EXTERIOR FEATURES OUNDATION EXTERIOR WALLS AND FIRISH A Or- 0 w C 0 w ROOF TYPE • F-r ROOF MATERIAL D o O • V 0 0 EXTERIOR FEATURES INTERIOR FEATURES 1 0 a EXTERIOR TRIM • A.• 0 FINISH TRIM m 1. O 0 0 C 22 b w.1.091Yw 1- 0 a a b A' -TIC Y 0 DOORS E • PLUNK 3 D e0 0 MS. PORCHES s 0- 1 0 a t EASEMENT .FLOOR TTPE NTERIOR FEATURES r 1 PLUMRINO F KTUR is wuI N0ATINS E o E s k i ►, � 4 Y 1 0 0 D 0 A ir B BUILDING COMPUTATIONS i1 k 4. FLOOR MATERIAL WALLS 1 s LIOIITIRs OATH TO TOTALS EQUIPMENT 1 3 0 A S 0 f M aG % 44 44; 4 ✓ A06 Mar A .A2,13X2' £ 2 (fl. 2- REMARKS:?re• 'Figs 141Fu7s-4 So. FT, NT. Curie Fr. SATs 1 COST SOR.I AMOUNT 0401*ryRS 9024 0 �j l+•♦ r 1 y -r- ALL y' A f7 1 SOLAR 'WATER Mite is, NNN JaWillENPO[I) IT%y Ih .43 e'er' Mrr.rsLRI. [T0T.M LAU?M]011 TRAYS 0TORN SMUTIS MS MVwLATSO WALLS j1Y .NS.tLAT[0 ROOF Orllq AND DOWOOP001 44 Z.Ss t .$1. Z•S1 �6S 2-en V 777 F G o_ or{LRCT0.c0U TUC A. 3 • r. T; 2 o Jr. 141' 'f- fr- N°_ OF ILICTRIC /ILLTIMES TTFE 00 RUMORS WEOOSNT 110011 Or1LT-.M CABINETS 1 At Amr r .i I.j f r 75L7 7 CD r �/y !� oEs�cRrrrloN �� AGGR[., `h1� rJ' SECTION // TOWNsMIP RANGE z IVERVIE9! 5-43 LOT B BLi( !L 3;434.2886 o-f- SI�',13.8— cQ 3- DIAGRAM OF STRUCTURE 'vFa. IMyOiii►a �4 L11[-S � u!}rr FR rl►I, 1 R 4A' ti Y • r9 • 274 al sr' —1 STRERT 1. r B' . 2. 11 E E REAL PROPERTY RECORD CITY OF MIAMI, FLORIDA CITY ASSESSOR x MAP !. KIND OF STRUCTURE USE CONSTRUCTION I CW1D. 1 cuss r TYPE A B,lllu�,�LOhi PecfnFNrrrti l�At?r- 710c _o B t N&ice 5 • Rg 5-_f I IDLq •� 1c� i� 2e. e /// CARDa- A0 FOUNDATION x ae 1 0 0 0 EXTERIOR FEATURES WALL* AND FINISH x .I!! • 0 0 m e # ■ ROOF TYPE x E 0 ROOF MATERIAL • 0 ✓ n u A O EXTERIOR FEATURES J J -1 ■ J 8 INTERIOR FEATURES EETERI0R TRUE Tr11'im6W. . 11 z A 0 • u 3 1 DODRm PORCHER 0AUEMEHT FLOOR TYPE FLOOR MATERI L W AI.{.i o L Z 0 IYi O i a 0 J1 J J ✓ J II FINISH Fs 6 Y V 0 O 0 i IE i ale TRI.H ATTIC . it .. : s` i ESE V 0 0 7 ° ° 3g'� ..III s ; W ✓ B u u # 3 A I4 MOORE A ■ C LIYINO 1OOA / J 4 45 O /M1M0 140061 W 3 E _ 11! F N AE a l a ....IMP6M. NTERIOR FEATURES PLUYNING_ PLUMBING FIXTUREQ WIRED HEATIMG LIONTINE 4 S : BUILDING COMPUTATIONS IO sirs Oa. FT. r4 Af ]f lFr± /OtnoO Y q S4-00 LC A/4 z— it 1, /334 9'9x.a! Lco _ILL fy Sb*J 3 ZSA.oU • Ff . AS.10 //-QIL2L%to r. 2 REMARIR: at HT. COMIC PT. ROTE 0 0 • V :s O tb 5 y 0. COOT cam Mow TOTALS r m •� EQUIPMENT A N C I•W[ ELEVATOR, 396? 74.—�T7r .RRIY.LO. ■R.TNIM LAM HEATER .�•�y- LAUMORY T[A'. AIR 0OROITIOMINO MORN .• Urn' R. I RWLAT[O WALL; —1112.1 IM.ULATOO ROO. GILITr[E AMP 000N11P0VT MO. Os cLACYRIO et/HATO O. Or [IaCTRIC RIZTYRam TO. OT WI MAIO RO YCHT I OW ILt•IN CA.IME7. T-- G'66- SECTION _422 s.w 30 sr TOWNSHIP RANGE RIVER'ZW LOT 9 BIZ II • 3;43;2837 5-43 DIAGRAM OE STRUCTURES • N INC 14- 2i3-4 p}T' I A., ' T,f'I�fS ,] i r, f- h TEH 7,c E rx rM,Fc* Tu.x 1 3Fi STREET 1 hi s REAL PROPERTY RECORD CITY OF MIAMI, FLORIDA CITY ASSESSOR KENO OF sTRUGTURE USE D,IPLEA 4 Pf7R7M E i'T RFDLaE-Y.i"f41 CONSTRUCTION EXTERIOR FEATURES FOUNDATION cARbs TAX NAP + N O COND. I CLASS TYPE EXTERIOR FEATURES INTERIOR FEATURES EXTERIOR TRIM WMISOWE DOORS PORCH ES NASEMENT ,FLOOR TYPE FLOOR MATERIAL WALLS r k b kr•-.$.1 v G_e! TR M ATTIC O • 8 y O 3 3 yo i A � 4 ■ i I S C. 9 2 NTERIOR FEATURES PLUME I NO PLUMMIER FIXTURES wIRED 0 221L! BUILDING COMPUTATIONS SIZES SO. FT. ITT. CREW FT. RATE COW COK AMOY R 123x/4I 182.0¢ 3/2 yj4-I l.16J2 49AI2.f /5P 9.a9 _4Tx4 4.32. 1%6Jl I2 3 XbO+'o 8 �d x i>�•i +Y'� / o. 44 —��5 Is 2,64 14 tx i REMARKS, 4 /,R 3249 l944 3 f7 7 d dO Ewrn AUTO TO TALI i. EQUIPMENT ELEYATORM EININELER PISTE= LAUNb1. TEATS GITIOMING STORM SNNTTERE IMULATEO WALLS c /2 7 A E C GUTTER ENO DOWNSPOUT 5 e no. Or ELECTRIC CYTUTS .14 40p` NO. DI ELECTRIC II ETUREE IEEIL_, TTTE Or WIRINR #NOUGHT ,Ewa EUiLT.IN CA.NETS_ l L. f%^ Q1 T DAlai SJ fav- -r i m 1MNYi ;Lmrsrsv / - � S.W. ET Toils M'.l Af1IAT 500. PWY NOR PN CM3 ,1EEL1 • IS g F b d F� r0..43 MIN 3R1 Loir (1 I4-00N Y 1N5TRlLY SUR3NROIF (MT NOOM 6, PAGE 43) {ROT ...AT V MS WOO" 54T74*TN 00.0: air l4 .EN l.eLLOQNY vsyat iNuc '+o NOT PAW W IF OP WS !MAO r FOOP w0Y 444, (q -A0E.7 C RD PsN e1R ills LN541-1 o• +5 ina 1..eprIE0 5e3:14494441. 41 tC1 $IT 345 ARIE'/j 3 IC' �-Fc I , I _ 1_9779S FRO;ESSIONAL LfNO SURVEYORS A J MA PERS 12211 SW 129ih CT. MIAMI FL 33186 id : 305-316-8474 talc 3O5-379-1662 wi witcGcom LEOENO A4EEFEI4A4I31.a MI M PMFIMM MP vI 8 •,F a w a: o N.„, Y*r roma .., NO rn. • r,..f, 4•L -a WV. A m3 ws Po.'1w r�oYITn M DOM N .• 4MrV-FYr P Ips I •R 4 Or SURVEYOR'S NOTES I-OA'IE UM (UNPL.LTLUO: 0P-40-4)1e I1-1.ECh1. C1R4('RIP770h AND PROPERTY 41N)RT115: Vie 9h a•t t1Nl"r. NLui 1, 511,1 . ,A+I.,M ,a*04,E 4 ,44) a-w n.. r.w.Ju .waN ,:an..iwu. u,a.w nWa Mu:au:. MWur+.:_.nir. 00,1,141E3 T0: MICI1AEL ECE& IOCATION MAP SCA1,.C: 1'=300. SEC. 02-5441 r.•0•M MGMi MMMOO! -'- I: I IC Al, CONTROL: w1F'.I.L P,aC,F.T..-Ral woo 7N W M. VIL F. .f CMARY MJIMM%MOM SWKNOMYti MOM CLEMIT MOM I(L-ACCURACY: MMWDMIUmMrprAm .rrl IMMMM OMM wane MOT Al SMCIMr..r mM,A.TrMM,•RGI[+TD+crMaPf4+lPW[a,4R.up-u,PMNM mmMema1N, WWW-m•ReO 1Rw, M,. WMAm 4444wwgmor PY[RCC fM JM me M MEM, WM..ID mmm•MMmmammIIRW�.r Immfm IFl[+'• MR•urNNRI Tr*nN.Rwn wimmon p.p a w mmwm Ty, w• aryw JY41.4. rM M.MM41e i'I.MIRM MMll1, KMInkrt or.fuonmMru.cr,.rv..rv. 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W6.F A STG1,144 A ODOM G@PORAIRR R£A L44 CERINMO 9E AUDICREATP.N ARIAff3 57T93 I tuEn NnT Rr41Ps SIMMTMANI IMR14 lwte fnerornaq I •I .a.cr•I+r .I.. .. rl.�eo.•ol,cvMJYY 0 IYrLILr W03531 I•�`_ 'W 00' --_— F011110 'ON,eW (Se Vml r1E 0,0 UAW 10111 euND[ D jr 1., BOOT R/0'I PAR. or MS FWhif} BOUNDARY JNiDl RY SURVEY' oYr NNW, I, t Vat aun T. 1 N ISC o ;Ng eLirllr L01 if. R«% II B114131050O_3,05 45) OLAF pOT PART a MD 5,110K53 Coo LAYa1 INN Oil joa LAW a.- - WOW hi n,fi0lNaH( a0 {FLIT 0N a MAS AS/ (FOR COAT Cr 1145 SANEY/ 3 ® �TV I s I i�i Cr _ 187799 PRCFESSIONA_ L4AJ SLRV.EYORS.4AJ A4A�PERS 1221 1 SW 1291h CT- MIAMI FL 33186 1 I: sO5-316-9474 !a}c 305-3`Th-1662 I w.3:cLccm 4- LEGEND 30000-VµTpNS: am moan •Ma MC air tmtws q.iWEwIP Om MD. P ur im`i`ar B w...nm ..r... =NW a im 4ar� Innai WC. +mliOM PM aL a ma g me j wW 4M0[ PC ~N esaviras�as wvr --iur •mmar Mee. --- — •a. mar*a Y..ierr St4Yr1Oi11 NUR1i 1-PA'1T. OF C(OM KA IIpr1: ti-43-M1E D-LEGAL DESCRIPTION AND PROPERTY' ADDRESS: 414 8A rb STREET. NIAM 1L 33130 Lin. OfaW4MN LPL +x xrw.rwl.ril.uB..K:avlLa rc MC.PL.[e.1rc( la MOM. PAi.nxL rr.WLN M ni.1.4.1G1.1V0 n: rAY4VC HNrh RO.LI startM00 TR ROCRAEC ESSER DMCCLIRnC'i 4.Emma MUN.rrci.. ¢1 ,•1-"1.14' n0 PAr. n. EkeaawV�t In RAC./ II,PCrwm. IIPMCF r+FTawca anwPIP. uwrrn..nr UP WIVE ACCL...ir ra.++it+r.e rc Mac, F r mar,. rr Cr. ..:ur..rr wren ...armor NCIMIMI irleeue..a eewwnrk.k:w F.w Iera.eal. aadLr. Pr -SOURCES OF DATA: I' ..:. tICflnclbM. n.aC MAX cEP10 M.4 T4u.r•.. • L .P.nni rs= slenk.pPam a+rrr.r r. 1.1 ci.W.', NM max ampamo.e.r».mLwa rc r..emnVmuse .•4•5 aFOk.rbrr.w.rmr.eir.aarerrra.re BOUNDARY SURVEY OF 964 SW Ord STREET, MIAMI FL 33130 LOCATION MAP SCALE: 1'=300' SEC. 02-54-41 rreurnp m.n: p 1..ecr...r11. ns..o.0 winvcrrewwr ARNO. YL wuu.r•.rxralr.usea OM. CF. Ora OW PMKIwMIK LLu. w iLrt�n+[. F..yas �. NM re w u+e •nLrM. 4'-VERTICAL CONTRAIL IMO. 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Oewco �ra:N Jt Ur Ix, BeOC3i Q101 PMT' OF TIO AMP, (.w WOM Ph on la.BLOW pIBOCK 4PMI 437 No Pan OFlsl117F4 3 . 3TL: I � I _ L799 RVEYORS S I l:305-31fi8474fak305378-11662 .t�73 8m 972 SW 3rd STREET, MIAMI FL 33130 I :EO:, a 1.EEaE'.1A-I3,S m..R a : s 7 a mew 6. yuma a . w w Tm Ilfr M. a ar A.Nvs+ .ea SLAVEYOA'B NOCES I-1lATC UP COMPLETION: .Yt'A1911 U-1.LG AL DERCRIPT70N AND PROPERTY ADDRFSA: 11] SH IA WNW, AIWA FL O1T:T ...M a..=web. mama. NOWN.ww..l an a a nr wk...am, pd..plop RATIWIEO TO: M)CIIAFL ESSER LOCATION MAP SCAL,L- 1x=aca SEC. 02-54-41 MP• . 6u TedId. hau4u+�m PM nnn Ya1...sS e.. TPTNI...TOIMPPS10I000.1•, IN1 MC PROP. PP Oe PM. . N PP GPM PIPE 4PORMTPIPPYT N[x CS400R110 m MRlGUr.• dAOquAN PTA 4l4 [WPM Pxu R.2.41OTEPO m Y-YEA7ICALC NTHoL: Matla.11.M1R PPP.. •1.! WPP 01P1P1El2r+M 44TP M.P. N POTZT PPIPINNRYIN Va.011 PO CHOMP" PPP =PT. OI 111,T000BACT1 LPIT.TDPIAG urwlToacv.ro POMP.-r !PPP RPIPPT n. POOITwr.oe M0. 1T+IweKP. TI/ 'Pomp wpm M..AIRrrrnFB.RP,wnl6PlG•m4�RS WF. M.GM.1®n*f Tn.M.!a TNT RnT'-TIOPSLOPRI...pop Id,m eP[Mw.Tw TA1[[IGe MR 1 OPPGRMC MIT WIPP PPP.,m •IIIePMT. O...IaT p• OP.NnIp ..Ppp. noon. T%P ew.n P..1e. Me w• nTru•'.PM Oru4.G•oR+Re•TO ll T.We.•11wYRVM ',PPP Mw.sxm as •r+crrnwwrvf. 1dITTNPPP WORMn111egmKTOR1P OEaPYeAaERnry1rcatoraaememuNNnwy}AURYAYUAbfiRClFlr' nudem.ae.a lyT4ntwmin. E IV-GURC.BS OF DATA. �+.w+., xa•® ue.a0ol+>rr+lyo...vih.>w..4.,t n 1.10..10 *AK NIMI.RO.Twl ,urx.na do,. P.P. PIP! ....w rwryn WS/w,„n.wuw rN....a• it C..m J.. n fv.a+ Inr1 Wm N.11.16. wl-ulr LPOPP% Y e6POPILOMu M'.w.Yl111 ..••.2rH.1RJ1 n1eA4•1•P PE P APP POP Pe [WORT PRO BOUNDARY SURVEY OF drre.r an-T R.,* •,D IS TUC.. DMAPTIDTC anwnSna '171.1P4:Il- F.:FC:. ri';I}I4.-I SILSH:OC:,l:11 NJA3EA 111793 MI RIA1*IS NIMNRAIC PPP rW11 SAeFeegard [..PNlmg4.t•r0�n'Oe.l. mW -. .. tl.�ner.w .. II I . r �.vlrRlvaybw M •1.1YY P MTV: TO PM ro, Inv POI PPP EXISTING 3 STORY 24 UNIT APTS. EXISTING 3 STORY 10 UNIT APTS Cm �w EXISTING 2 STORY 9 UNIT ,OPTS. EXISTING 2 STORY 2 UNIT APTS EXISTING 2 EXISTING 2 STORY 8 UNIT STORY 12 APTS. UNIT APTS. Y 50'-0 Wicg 31'—r 1 rW-2 `1 —5 984':%'.�:;�. PROPOSED 3 STORY CBS LIMIT TMENTS , h •1 1' r• ?�r .'rrrdtt'.d .g`} tA;r'::b'�'d`. K.ti� EXISTING 1 STORY 1 DWELLING UNIT PROI,ECT DATA SITE PLAN 0NI0...,. ARCHITECT: PROJECT NAME NEW APARTMENT BUILDING-) STEVEN LURIA, RA 9641 SW 100 AVENUE ADDRESS: 956 SW3rd Street MIAMI FL 331E6 MIAMI, FL 33130 LICENSE Na: AR 0017359 OWNER. MICHAEL ESSER 305-305-3880 7407ER77 ID 01-4138-003-1440 -� .._.�.. 15©.04' BACK FLOW .r �- fr BIn L,4p a - F .... M1...._. — -._.. _........ ,-. L'2 4 -• 1 - ......._ Q e Y ii'c T No o o O n TIER MA ERS 1 ®PUB LATERAL 11 1 --- SETBACK 936 SW 3 ST MIAMI FL 33130-1475 m-413e-003-,a40 E, LEGAL DESCRIPTION •- D. SLOPE r RIVERVIEW PB .5-43 LOT ] BLK ", «aa B.c.v.o o SCOPE OF WORK � 4+55Drve 25 STORY. APARTMENT BUILDING WITM 6 RESIDEN71AL UNA ADJACENT ONE 150.05 ---- �'- •••'•' "••'•. " CLASSIFICATION OF STRUCTJRE STORY BUILDING •• TABLE," �ASCE G'ED'�CRAMLA�, O PROPOS D PLAN SCALE: 1/5"=1'-0" ---- .._.......__._.._..._ TYPE OF OCCUPANCY CONSTRUCTION CLASSIFICATION TYPE IIIA 3,RWKLLRED CODE ZONING INFORMATION GENERAL NOTES INDEX OF DRAWINGS FLORIDA eMwwc CGDE 2014 3,H minOry ZONING DISTRICT: T4-R MAUL -PI -FAMILY - 38-62 LT/A) DONE IN ACCJmANCE wTH THE FLORIDA BUILDING CCU 2014 3TH. EDITON AND ALL REGULATORY LOCAL AND OCCUPANCY SEPARATION FLOOD ZONE: 'aE•EDVATONeILY GOVERNMENTAL GENERAL REQUIRED = ,HR ZONING REGULATIONS: SHALL DIMENSIONS AND cOxBIncNS AND SHALL NOT, THE ARCHITECT IF ANY DISCREPANCIES ARE DISCOVEREDA-0 BEFORE PROCEEDING wrx THE 'ORK SITE PLAN AND PROJECT DATA C-1 CIVIL AND DRAINAGE PLAN - e +HR FDR Exlsr gLCEss cGRRIDORs As PER TABLE 6.3.4.2 NFPA ,oN REQUIRED. EXISTING. PROPOSED- 3_ CONTRA.. TO PERM. ALL REQUIRED PERMF. THECNN CSIMOTO4 AND SUBSECUENT OCCUPANCY OF THE RGECT -MIE L-1 LANDSCAPING PLAN F-1 LIFE SAFETY PLAN INTERIOR FINISH: LOT AREA s000-20.0D0SF 7,500SF . ALL WORK DONE UNDER T-IE SUPERVISION OF CONTRACTOR SHALL BE DONE IN A NEAT 1"""'-LIKEMANNER AND Iry ACCORDANCE W.ALL GO.NINGAGENCIES,RULES AND REG,LATCNSHAVING I6RISMCnGR. AND F-2 FIRE F-3 uLAssEMBRYo�TADSTAILs `SOP . K .0004 i ; o?�C�GN" 3 `'• ��o ,,,. ., , S�k E �,•• ,............ B LL.......... C INTERIOR WALL AND CEILING FINISH -FLAME SPREAD LOT WO, FT SO FT 5 CONTRACTOR TO PRUDE ALL SUPPLEMENTARY MATERIALS REPARED TO INSTALL SUPPORT BRACE AND SHORE ALL BUILDING OPPONENTS.26-75 ARCHITECTURAL SMOKE DEVELOPED 0-050 CLASS II FINISH-CRITICALFLUX. NOT LES THAN 0.22W/cm' BUT LOT COVERAGE 609 (CLASS as SF) 4215% (3,n0 SF) 6EMOPRI. TO COMMENCING TALL ME CDINuNORMM xnH ,HE O,TR SHALL ALL BUILDING -MIS LOCAT0,1 OF ALL EQUMMENT OI AND VIES TO EE REMOVED AND A-1 NOTES AND DETAILS LES THAN /Orr, FRONTAGE AT FRONT SET -BACK so% MIN. (25 FT) 65.16% (31.5B FT) - AND. POMPONS "Pa "HEN,W,x.REo-UNmASRUILrDRAwNGSF�,Wr,WD,LLHEwCHANCEs A-2 1ST AND 2ND FLOOR PLANS SEPARATE PERMIT REQUIRED FOR: GREEN SPACE ,SgMIN -(,.,28SF) .,1-.0n 4,067SFFT) THEAORKING,roINGINTHEORANINGS q_3 3RD FLOOR AND ROOF PLANS A-4 ELEVATIONS WINDOWSSHUTTERS of APPLICABLE), DENSITY 36 DU/ACRE MAX. (6.,5) 6 UNITS 8. IF ANY SHALL SEAND/. DENATONS ARE MAOE TO THESEPLANSwmaT THE MITTEN AUTHatrzATCN OF THE ARCHITECT. THE A RESPONSIBILITY FOR SUCH CHANGESANo/DB DEMATDNs ITrFR A-5 ELEVATIONS Se DOOR/WINDOWS SCHEDULES GaF SSE), - ATONS ARE MADE AT THE FI¢p, AGAN, THE CONTRACTOR SHALL BEAR FULL A-6 SECTIONS A-] ADA DETAILS pRa BEOREMOVEOGG OR FIRE ALARM SYSTEM` THERE ARE NO TREES TO MIN. G A RESPONSIBILITY FOR %CH CHANGES DEVIATONS A-8 DETAILS INTERIOR SIDE YARD SETBACK 0 OR 5 FT 5 FTo 3-5 FT ALL SHOP SHALL BE SUBMITTED TO ,HE ARCHITECT mR DESIGN BCNFCRMANOE ONLY JOB 16.542.NEW PARKING LOT CALCULATIONS: EAR YARD E BACK 2C �SUBSnnn*NSMUSTaRENENEDANDAPPROVEDBYTHEARCHITECTORENNGNEERS. ELECTRICAL REQUIREMENTS TI-IE TOTAL FLOOR AREA IS FULLY EXEMPT FROM uRHIN n ER 10.R�IIF OF FwcLf_R AND SW ,sr PROJECT IS LOCATED W MAX HEIGHT PUBLIC WORKS NOTES: 3STORIES MAX 3STORIES 12 CONTRACTOR OR - UNDER CGNSTRUCnON. arvmncraR SHALL FOR CLEANING HIS oPwAnou AND ANY DAN.NAcr=To HIS xa'+K WHILE PROJECT Is E-1 PANEL SCHEDULES DETAILS AND NOTES E-2 1ST AND 2ND FLOOR ELECTRICAL PLANS E-33RD FLOOR AND ROOF ELECTRICAL PLANS REVISIONS- STREET (BOTH TRANSIT CORK DOR) AND MORE THAN 500 FT AWAY FROM THE T3 SECT ZONE_ AND/ORM OVE FROM/TO E R CHT IRRIGATION E PUBLIC SE RKSEEQUIPMENT DEPARTMENT TIGHT.. PUBLIC B. ALL CONSTRUCTION 6 THAT ARE L.ATED N RATED WALLS SHALL BE BACK BY GYPSUM WALLBOARD LAYERS SUFFICIENT TO MAINTAIN THE DESIGNATED RATNOS MECHANICAL TERMITE NOTE: EWRRLATERAL MUST CONSTRUCTION LOGgOPERMIT WTHN THE RIGHT-OF-WAY 2INCHES14FROM EOUPM0ROOMS, aEGR,RGEAxRh°LEPHC°NE5 14 08,BEmRRED04 FINISHED ToMATCH ADJACENT WALL aCETCNARE MECHANICAL ANo M-1 MECHANICAL SCHEDULES DETAILS AND NOTES ALL BUILDINGS SHALL HAVE PRE-CONSTRUCTON TREATMENT cD. SUBTERRANEAN TERMITE. AS PER F BCU 1816., MEPARTMENT BY THE LICENSED PEST SHALL CONTIROL COMPANY THAT IN ..THE PROPERTY LINE PROPOSED BACK W PREVENETRS FOR RDMORICHTC LANES TO BE LOCATED INSIDE PRIVATE PROPERTY BUT F. REMOVE AND REPLACE SIDEWALK ALONG THE ENTIRE PROPERTY- (IF EXISTING) Ns. ACCESS PANELS SHALL BE PROVIDED IN NON -ACCESSIBLE CEILINGS BELOW THE FCLLO4N.. MECHANICAL AND PLUMBING CEDE M-2 1ST AND 2ND FLOOR MECHANICAL PLANS M-3 3RD FLOOR AND ROOF MECHANICAL PLANS PLUMBING CONTAINS THE FOLLOWING STATEMENT, BUILDING H D A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND 5 C. MIXING BOXES D. POWER OP.. DAMPERS E ACCESS PANELS IN DUCTVCRK P-1 NOTES AND DETAILS P-2 1ST AND 2ND FL. WATER AND SEWER PLANS ESTABLISHED BY THE FLORIDA DEPARTMENT of AGRICULTURE AND CONSUMER SERVICES,..G. - EMCES WATER FLOW SNITCHES P-3 3RD FL. WATER/SEWER & ROOF PLAN DATE'. 10/24/2016 ACRYLCNITRIOE NE STYRENE AS, D 266,ASTM D 25,, H. SPRINKLER SYSTEM DRAINS AND TEST CO4NECTDns PRESSURE SNITCHES P-4 SEWER RISER DIAGRAM P-5 WATER SUPPLY RISER DIAGRAM Der ELEVATION CERTIFICATE NOTE' ASBESTOS-CEMENTIGIEPPE 6 CONTRACTOR'S S �ERAT N UN. THIS TRACT ALL BE aE ALLTHAT ARE DAMAGED BY Gs. E00500 0 O ADDITIONAL REPAIRED " REPO ED AT N0 0MT0NAL �T TO OWNER. STRUCTURAL DRAWN BY: LR PL9L1009 ENT of TI UPON LOWEST ODOR A. re THEVERTICAL EGILDING EC ONA11 SUBMIT TO L ELEVAT T�(FBCU2o EOBUILDINc SECTION „a3e A can IRON PIPE N AS" A saa S0 - r FOR DwwsaN NOT snows OR In GUEST.. CONTRACTOR SHALL REcuEsr cumFIcnnaN FROM ARCHITECT eEmrW PROCEEDING. 5-01 FOUNDATION PLAN SHEET INDEX: PROJECT DATA cERTF LATE R ON sncD c oxs sNUST E SUBMITTED BEFORE SUE CAN IssuE ANr cO, Tco oR Pco. CONCRETE PIPE 26, cnNAu%csas Azsi�z G NOTED,INTERIOReETxEEN s Tu6sMonu w FACE OF sw0/cLnu m COLUMN 5-02 1ST FLOOR FRAMING PLAN S-03 2NDT FLOOR FRAMING PLAN ZONINGFONOTES: COPPER KRQCOPPER-ALLOY TUBING STMBBB CENTERLINE THE EYcncN WHERE DIMENSIONS ARE FROM FACE OF FINISHSRFn SURFACES (Gvs, PLASTER, ETC.) S-04 3RD FLOOR FRAMING PLAN S-05 ROOFFRAMING PLAN POLYVINYL DE (PVC) P E (TYPE WV) sDR26, SDR35, SDR , Ps D OR PS100 220 q H£VATCNSAD LEVELS ARE SHOWN To FINISHED HARD SURFACES (CONCRETE FLOOR SLAB). EXCLUSIVE OF APRUED FINISHES (CARPET VDT, OTHER THwSUT FINISH MATERIALS) W 5-06 STRUCTURAL DETAILS S-O] STRUCTURAL SECTIONS r SHEET ND.: A-0 ANo cregomc PRIOR Tc FINAL APPRovAL By BUILOwc oEPART>AENT. VITRIFIED CLAY PIPE ASTMcc"S,casr11 ]Da ALL DEMONS AND DRANINCS HERBN AND PRINTS ISSUED BY THE ARCHITECT ARE T-IE PROPERTY CP TIE ARCHITECT AND SHALL NOT BE OF Is REPRODUCED wmcUT THE CONSENT OF THE ARCHITECT THE PERSON So Dam, LULL BE INDEBTED TO ARCHITECT FIN HIS FULL COMMISSION. S-OS STRUCTURAL NOTES, SCHEDULES 00 DETAILS FBC TABLE ,023 BUILDING SEWER PIPE GENERAL NOTES: 1. SECONDARY MEANS OF ESCAPE SHALL COMPLY WITH N,F.PA 101-21-2.23, 2 EVERY CLOSET DOOR IA. SHALL BE SUCH THAT CHILDREN CAN OPEN NE DOOR FROM INSIDE NE CLOSET (N.FP.A 101-21-2.4.3) Bq�pi�Oa�1� x own .HINT or u`aenru N noun a mine r CM THE OUTSIDE DURING AN EMERGENCY WREN LOCKED (N F.P.A 4. NO NO DOUBLE CYLINDER SHALL KEY LOCKS OR KEY OPERATED CHAIN L KS BE INSTANED ON THE FRONT ENTRANCE DOOR (NEA P 5 INTERIOR ,NISI OF WALL AND CEILINGS SHALL BE FUME SPREAD INDEX CLASS C OR BETTER (N AA IC1A P ) 6. ALL BATHROOM FLOORS AND BASE SHALL BE OF INNER., MATERIAL ]. THE ENTRY WCF SHALL BE CONSIDERED AND EGRESS WCR AND IMPACT TEST SHALL BE PROVIDED. INTERIOR PARR -ENS N BE }5/6' 25 GA WLV N L STUDS 0 24. DC MAX RN 1/2 6YP.BOARD EASIDE INSTALL DT MO STUDS 0 .5M INSTALL I/2 CEMENT BOARD AT ALL NEW NHS, SNORERS, AND WATER RESISTANT G. 0 WADER CLOSETS 16.. ALL SMOKE DETECTORS TO BE ON ARC FAULT PROTECTED BEDROOM CIRCUIT, INTERCONNECTED, AND HARD WIRED WITH BATTERY BACKUP, CODE NOTES: ALL WORK TO COMPLY AITH PBC 2014, NEC 9011 AND MUNICIPAL CODES SEPARATE PERMIT REQUIRED FOR MECHANICAL, EI£CTRICA4 PLUMBING, WARMS, BO. DOORS, TRUSSES, DRIVEWAY SAFEGUARDS: THE GLAZING IN SLIDING AND SRN. DOORS AND IN SHOWER TO ND ENCLOSURES, INCLUDING ANY GLAZING WITHIN 60' OF NE FINISHED NOT .RFACE IN WALLS SURROUNDING ANY NB MD SHOWER ENCLOSURE, SHALL BE CAT 11 SAFE. GLAZING OPERABLE O NGR-CPERABLL GLAZED PANELS LOCATED ADJACENT N A DOOR IN NE SAME PLANE SHALL BE O CAT 11 SAFER GLAZING, v0 WERE NEAREST EDGE OF THE GLAZING MATERIALS IS 26IH1A I2 FROM THE WCR IN THE CLOSED MOON AND WHOSE BOTTOM EDGE IS LESS THAN 48' LRCM THE FINISHED BOOB GENERAL BUILDING NOTES: EGRESS WINDOW SPECIFICATIONS AN OUTSIDE WINDOW CR NW OPERABLE FROM NE INSIDE RNWT NE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20' IN ON, 24" IN HEIGHT AND 51 SO FT IN AREA. NE BOTTW OF NE OPENING SHALL BE NOT MORE THAT MIN A.F.F. EGRESS DOORS SAFETY NOTES: NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST ECRESS NEN NE BUILDING IS OCCUPIED ALL LOCAING DERCES NAT IMPEDE Of PROHIBIT EGRESS OR NAT CANNOT BE EASILY DISENGAGED SHALL BE PROHIBITED, ALL WINDOWS TO BE PROTECTED RN DADE COUNTY PRODUCT CONTROL APPROVED STORM SHUTTERS CR SPECIFIED IMPACT RATED GLASS. ACCESSABILITY NOTES . LICHT WATCHES TO BE 444 ABODE FLOOR 62 RECEPTACLES TO BE IN ABOVE NOIR AT LEAST ONE BANNON DOOR TO BE MIN. NI BATHROOM/CLOSETS DOORS SAFETY NOTES I. EV. CLOSET WCR BOTCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET P, EVERY BATHROOM DOOR SHALL BE DESIGNED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY ,HEN LOCKED BACKING FOR WALL -HUNG FIXTURES NOTES WHERE WALL -HUNG RXNRES ARE PRON., 2'24' BRACING BETWEEN SRS,, AT POINT OF ATTACHMENT OF FIXTURE WALL BE PROVIDED TO WITHSTAND 200 NS FORCE APPLIED IN ALL D1GENCNS (OR SUPPORTS BE PROVIDED AS PER FI%CORE MANUFACTURERS REQUIREMENT) SHOWER NOTE SHOWER/BATHNB COMPARTMENT MUST HAVE PLOCR AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND NONABSCRHENT WATER RESISTANT MATERIALS TO A HEIGHT OF NOT LESS THAN 72' (INCHES) ABOVE THE COMPARTMENT OF THE DRAIN. (➢P.) PER F1.C. 2014 meGBIIWANESS COM PARTMENT PARTMENT ACCESS AND EGRESS OPENING SHALL HAVE A MINIMUM CLEAR AND IINCHSTRUCTED FINISHED WDTH OF 22INCHES REQUIRED BACKING AND WALL FIXTURES STUDS IN COALS, EXTERIOR WALLS AND NOT BEARING P.N WS SUPPORHNG WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT JS NAN 2'X 42'MERE PACED NOT MORE NAN 16" o/c OR, NOT LE. NAN 2k fi, WAINE SPACED NOT MORE NAN 2i o/c A MINIMUN 2' X 4" HORIZONTAL WOW MEMBER, SECURELY FASTENED TO NOT LESS THAN 2 SUCH SNDS, SHALL BE INSTALLED FOR THE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXNAE AND WALL CABINET AS PER FBC 2118.115 F.B.C. 2318.1.1.5.1 A MINIMUM 2X4" HORIZONTAL MIWD MEMBER SECURELY FASTENED TO NOT LESS THAN 2 SUCH SNDS SHALL BE INSTALLED FOR NE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURE OR WALL CABINET AND TO ALLOW FUTURE INSTALATON OF CRAB BARS BEHIND TOILET SECURITY AND FORCED ENTRY PREVENTION I. ALL L.S ON ER.IIOR DOORS SHALL BE CAPABLE OF WITHSTANDING A FORCE OF 300IBS APPLIED IN ANY MOVABLE DIRECTOR 2 ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK N BE KEY OPERAND FROM THE EXTERIOR WIN A MINIMUM OF 6000 POSSIBLE KEY CHANGES AND A LOCKING MALIAR, SINGLE DEAD BOLT WITH HARDENED BOLT. 3. N AS REQUIRED ME SIN. EXTERIOR SWING DOORS. THE ACTIVE 1WANNODGOR. SHALL DRB INACDW LEAF SHALL HAVE MULTIPLE DO PONn OF LOCKS WIN 6/H' MIN, SCREWS A BOOR WITH INSRn 4. HINGES ON EXTERIGR OUT -SWING DOORS SHALL HAVE S SHALL R SCREWS AND NON -REMOVABLE PINS. S. JAMBS OF ALL EXTERIOR AND T TYPE IN STING DOORS SHALL BE RABBETED, OR OF SIMILAR EABRICATON, TO PREVENT DEFEATNG ME PURPOSE IN THE XTAILU AND THE INTEGRITY WO D. THE LOCK AND BOTCHES. 6 GL. SWINGING EXTERIOR DOORS IF OF WOOD. SHALL BE ERICA GORE OF NOT LESS THAN 1' THICK I. 6 GIAS. AND EXTERIOR IN EA DOORS SHALL COMPWIN THE G WINAN NADOF NE ICKING AES STANDARD ONCE OF LOCKS AND SWINGING MINW PANELS 1 SHALL COMB DOORS NEOTHER THAN GADNG W1N1N ,Q OF NE INSIDE LOCKING A mATNG DW QE D OLL S DOORS SHALL COMELY WITH NE ANSI STANDARD L-20,1. 0. ALL SLIDING GBO4 0006 SHALL COMPLY WITH 14. F.B.C. SO4 ALL BE AND SHALL HAVE CAT 11 EATHTS GLAZING AN REWIRED. 10. ALL THE TRACKS SHALL COMPLY WIN THE F.B.C. RODS. AND SO A SHALL BE INSTATED AND CONSTRUCTED SC THAT NO PANE CAN BE LINED FROM THE TRACKS WHEN IN THE LOCKED CE A.A. AREA 30 AS TO COMPLY WITH THE ARGH2014 EL ALUMINUM MARS ASSOCIATION SHALL ON STANDARDS FOR FORCED ENVY RESISTANCE. AA M.A, I3033 150PROVIDEN. LOCKS AS PER F.B.C., BLED EXTCN EXTERIOR WINDOW SHALL BE LOCKED WIN DEVICE CAPABLE I .STANDING A LACE OF LSD LB THE IN AN EDIRON OIAECTON. IL IN METAL GRANS ALL CUING THAT IS PERMISSIBLE SHALL COMPLY WITH THE F.B.C. DESIGNED EDITOR 12 METAL GHATS NE OUTSIDE. ANDROR GRILL TYPE DOORS SHALL BE ICED TIE EXTERIOR W EG TO PREVENT SSINNRINE TY UNLESSATHEALOVEERED AREA IS PROTECTED BYLOUDERS SHALL NOT BE INTRUSION SECURITY DEVIDEINSf D W N EMIERIOR WALL AREAS RE NOTE: WINDOWS & EX1Ed0R WCRS INN PRODUCT APPROVAL AND SEPARATE PERMIT FRONDE STORM SHUTTER BY SEPARATE PEP. INSALEDAND APPROVED BEFORE C.O. CONTRACTOR SHALL VERIFY ALL FINISHES W/OWNER PAICA TO PUR.ASNG MATERIALS CONTRACTOR SULL VERIFY ALL COLONS W/ OWNER PR. TO COMMENCEMENT OF WTRK TERMITE PROTECTION NOTE: - - NT S N ACCORDANCE SUN AO"LESS AND LE.BET-LIRE ,THEFLE ITF THE F- IL LT E ILL. EELS ITLESYL APPLICABLE ITEMS OF CHAPTER 24 OF FBC. 2014 RE: DOORS AND OPERATIVE WINDOWS IN EXTERIOR WALL 1_ THE DESIGN AND APPROVAL OF SLIDING DOORS. SWINGING DOORS AND OPERATIVE WINDOWS IN EXTERIOR WALLS, INCLUDING THE SUPPORTING MEMBERS SHALL BE BASED ON THE PROPOSED USE-HEIGHT ABOVE GRADE 241113 ACCORDANCE WITH CHAPTER 16 (HIGH VELOCITY HURRICANE ZONES.) B. MAXIMUM WITH FIG. 2405 3 PER FBC 3. GLAZING IN SLIDING AND IN SWINGING DOORS SHALL BE SAFER -GLAZING COMPLYING WITH 16CFR 1201, SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS, CONSUMER PRODUCT SAFETY COMMISSION, AND AS DESCRIBED IN 24 4. DOORS CONTAINING GLAZING MATERIAL NOT G EATER NAN 9 SQUARE FEET IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY 1 GLAZING ZING PRODUCTS. FBC 2411.3.1.3.1 ENCLOSURE5. DOOR, BAN AND SHOWER AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SOFT, IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY 11 GLAZING PRODUCTS. AS PER FBC 24113,I.32 S. CATEGORY I GLAZING PRODUCTS SHALL BE CAPABLE OF WITHSTANDING A 150 LB -FT. (102 N. IMPACT TEST. FBC. 2411.3.1.3.3 Z. CATEGORY II GLAZING PRODUCTS SHALL BE CAPABLE OF WITHSTANDING A 400 FT -LB. (542N m) IMPACT TEST. AS PER 2411.3.1.3.4 FBC B. DOORS SHALL BE DESIGNED TO BE READILY OPER.. WIN., CONTACT WITH THE GLASS. FBC 241111.3.5 1008,1,1SIZE OF DOORS. M DINING .WALL BE SUFFICIENT FOR NE OCCUR T LOAD THEREOF MO SHALL FRONDE A CLEW RDN OF 32 1008.1.1.1 PROJECTIONS INTO CLEAR WIDTH. NEW .ALL NOT BE PR.CRONS INTO F Foam CLEAR ROTH Lam THAN 341NCH. (NA MM) AB INTO THE CLEAR 1xs WDN,Erxm 341xwEs(NW W) AND DI INCHES (MM) ABOVE WE BOON DF GALA. SHmi NOT EXCEEDS INCHES (102 ANT 1008.1.2 DOOR SWINGEGRESS OOP.... RE OF THE INOTED OR SIDE-HIN. SWAGING TYRE DONS SHAD SWAG IN NE PREGIICA OF EGRESS TRAVEL WHERE SERVING A RON . AREA CONTAINING AN O.UPANT LO. OF 50 PR MORE SECTION 803 WALL AND CEILING FINISHES: 8031.1 ATERI. WAD AND CBI. FINISH MAT,IIALS IF IHE IN.IOR FINISH NIATERIAL IS APPLIED TO FURRING SPARS, NE INTERVENING SPACES BE.EN SUCH FURRING STRIPS SHAD GCMPLY MIA ONE OF NE FOLLOWNO. I. BE FILLED MATERIAL NAT IS 2. BE FILLED 24TH MATERIAL NAT MEETS E1 REQUI"REEMME OF A CUSS A MATERIAL IN ACWRO.WCE RN SEC,. 8BY11 OR W3.1P; CR 3. RE BRENLONED AT MAXIMUM OF 8 FEET (2. 11. IN EV. owLCRCA IN ACCORDANCE INN.PCTm 718 SECTION 804 INTERIOR FLOOR FINISH: CLASS ", aaz INTS/6112 a GREATER 8G44I00 REQUIREMENT IN AD DWWxG MATERIALS SHAD am. WITH NE REQUIREMENTS OF NE DOG R-I PILL LEA' (LVF 16 BIER PART 20) CAA"RN A. D 2,3A UM .06AL RADIANT NUX NALL NOT BE LESS THAN CUSS II MATERIALS, FACING,. VAPOR RETARD. SHALL HAVE A BANE -SPREAD CL.HCATON OF NOT CREATED ,HALO 25 AND A INTERIOR FINISH NOTES: I. INTERIOR ,NISI SHALL BE IN ACCORDANCE AN NC CHAPTER 10 AND NORM BUILDING CCOE CHAPTER 8 2 OASS0GAl10NS IN ACCORDANCE WITH ASM E 84 (MSC 10214 0 FBC 8011) 2.1. CLASS A. FLAME SPREAD RATING OF 0-26 SMOKE DEVELOPIONT RATING OF Op.. NO CCNTNUEO PRCPAGARON OF VIBE IN ANY BEMENT THEREOF WHEN SO BST.. SMOKE2 2. CLASS B.A. SPREAD RARAG OF 26-75, R 23 CLASS C'. LAME SPREAD AATNG OF 16-200,NOE DEVELOPMENTPARA° CF 0-450.. 1 INTERIOR W. AND . CEILING FINISH MATERIALS IN WRTCAL p1TS AND EMIT PASSA.WAYS (MSC 10.2 & FBC BOO) 11RESIDER., CUSS 41. INTERIOR W CUSS CEILING FINISH MATERIALS IN EXIT ACCESS CORRIDORS AND ONE, EMRWArs IN 5. INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASS A, B OR C IN ALL ROOMS AND ENCLOSED SPACES 6. GYPSUM WALLBOARD TO FREE OF CORROSIVE TOXIC CHEMICALS INCLUDING SULFUR AND SULFUR DIOXIDE D BY ,. PAINTS TO BE LOW D C VC C BY BENJAMN WED OR SHERWIN ,LOANS SUBSTITUTES MOST BE ACCEPTS B PAINTS TO BE EGCSELL THROUNOAT EXCEPT PAINTS TO BE SARA IN BATHROOMS AND HIGH GLOSS ON ALL WOOD TRIM. 4 BATHROOMS TO RECEIVE MINER RESISTANT PAINT. 0. COSTA NB"cEMREIBOARD BEHIND 'NE IN ALL WET AREA. 12. 10EILN6 HEIGHTS BY MEASURED FROM EINTERIOR DESIGNER TO BE IN. C S. . WALL COVERINGS ENERGY CODE 2)ACOMPLIANCE (TABLE 40214.n C 1, INSTALL THERMAL ENVELOPE INSIBOTON IN SUBSTANTAL CONTACT AND CONTINUOUS ALIGNMENT WIN BUILDING ENVELOPE AIR BARRIER. AIR PERMEABLE INSUBOTON IS INSIDE OF AN AIR BARRIER 2. AR B.1ER IN ANY DR.. CEILING/SUM IS SUBSTANTIALLY ALIGNED WITH INSULATOR AND ANY GAPS ARE SEALED. 3. INSULATE CORNERS AND HEADERS. MINORCA OF FWNDATON AND SILL PLATE TO BE SEALED. 4_ SEAL PACE BETWEEN RNWW/DOOR JAMBS AND FRAMING 5. SEAL ALL UTILITY PENETRATIONS. G BATTS IN NARROW CURES ARE CUT TO FIT, OR NARROW CAMTIFS ARE FILED BY SPRAYED/BLOWN INSUIATON Z. RECESSED L. FIXTURES ARE AIR LIGHT, IC RATED, AND SEALED N DRYWALL INCEPT IF MOIRES ARE IN CONDITIONED PACED INSULATCN IS PLACED REIWEEN OUTSIDE AND PIPS BATT INSULATW 15 CUT TO FIT AROUND WRING AND PLUMBING, OR SPRAYED/LOAN INSULATOR EXTENDS BEHIND PIPING AND WIRING. A SHOWERS AND COBS ON EXTERIOR WALLS HAVE IN.:ARON AND AN AIR BARRIER SEPARATING THEM FROM NE EXTERIOR WALL 10. HNC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE SEATED TO SUBFLOOR OR DRYWALL ENERGY CODE COMPLIANCE (OTHER SEC1T0N5): INSTALL CAUNING, GASKETS, CA WEATHERSTRIPPING AT ALL OPENINGS OR PENETAATONS. 2 INSTALL PRCOMAMMABE TYPE THERMOSTAT 1 HEAT NAP REQUIRE° FOR DERMAL PIPE RISERS. 4- AO MAKE UP AR FROM ATTICS 1 INSTALL R-30 WEN CELL PRAY PPE INSULATION ® UNDERSIDE OF ROOF SHEATHING NOTE: THE GLAZING IN SLIDING AND SWAGING DOORS, INCLU1G0G SHOWER 0R NB ENCLUSEBS. SHALL BE SAFETY DAZING AS SET FORTH IN SUB -PARAGRAPH 35DBWon FOR CATEGORY a GAZING PRWMC< WALL TYPES FIRE STOP MATERIAL } 5/8' TOP C TRACK ATTACHED TO E ISDNL STRUCTURE W/2 PONDER ACTUATED FAS.ERS EMB. TH. DEC INTO SLAB ONE LAYER OF 1/2 GYPSUM WALLBOARD SCREW ATTACHED HORIZONTALLY WITH VERTICAL i AND HORIZONTAL RANTS HATER WALBOAYERRD SEGYPSUM CRW LATTACHED AND HORIZONTAL .1. 933-3-.0"OR 6' STEEL STUDS 0 24" DC. (SEE FLOOR PUN) PRE BLOCKING 0 RN' GC BATHS ONLY NOTE. USE THE FOLLOWING ASSEMBLY AROUND BATH NB. 1/N MOISTURE RESISTANT CEMENT HOARD. FINISH ANAL BASE PAINT ON 2 X 4 ND. SNDSE9IN OC IN LIEU OF OIL BASE PAINT, USE FULL FINISH AT SHMERS, DLE BASE AND FLOOR HT NOTE: REFER TO (,L ASSEMBLY DETAILS AND .ECIFlCATIgJ ON SHEET IS-2 NOTE: LENGTH OF BACKING TO EXCEL LENGTH OF EQUIPMENT BY ONE STUD AT EACH SIDE (MIN. 3 SNDS) BOTTOM U SHAPED 3-5/' TRACK ATTACHED TO NISEI G STRUCTURE N MINER ACNAIEO EA.:1NRS 024A C.C. <>INTERIOR PARTITION SCALE: N.T.S. 1/22 GNP PARTITION DETAIL SCALE: N.T.S. EA. WAY FIN PROOF INTER. PARTITION DETAIL SALE. E, T. E. 1* FURRING INTERIOR I ONE LAYER O 1/2' TYPE "r GYPSUM WALLBOARD SCREW ATTACHED HCRIZONNILY WITH VERTICAL AND HORIZONTAL- ' JOINTS 8" CMU WALL (REFER TO SINCNBAL DING) - 1' BASEBOARD 2 LAYERS OF BNCCO FORA 6/8" THICKNESS MIN. OR ARCHITECTONIC CONCH FINISH (ALL TONS FOR FINISH) INTERIOR I OEXTERIOR WALL SCALE: N.T.S. BATHS ONLY 0 IRE NE MOISTURE FOLLOWING ASSEMBLY MOUND BOA BAN NB. µN MBISNAE PAINT ON 2 CEMENT BOARD. FINISH N/LIEU OFOILBASE PANT,USSEE FULL S RD NOCHE OCHIT TILED 1FINISH AT SHOWERS. ,LE BASE AND FLOOR C NTERIOR 8" CMU WALL SCALE. N.T.S. A MINIMUM 2.6 HORIZONTAL WOW MEMBER SECURELY FASTENED TO NOT LESS THAN 2 NCH SNDS SHALL BE COS.. FOR THE ATTACHMENT OF EACH WALL HUNG PLUMBING FIXTURE, SWALL CABINET DTO LOW UNREINSTALADOF WAIR BARS BEHIND TOILET AND NB SIRES LC 23T611.5.1 TOP PLATE 2(2X6) W000 BA0ING B TW WALL CABINET WALL CABINET WALL 224) MOW BACKING AT BOTTOM OF W. CABINET AND AT W. HUNG PLUMBING FIXTURES CABINET AND PLUMBING FXTURE BOOKING SUPPOR DETAIL SCALE N T.S. PROJECT NAME NEW APARTMENT BUILDING �-=emu:= JOB No.: 16.542.NEW REVISIONS: DATE: 10/24/2016 CHECKED BY: DRAWN BY: LR PL0T:100% SHEET INDEX: NOTES AND DETAILS SHEET No.: A-1 HIGH DPERMT` SEPARATE - 4, HIGH AFF STL RAILING SEPARATE PERMT7 RAILING (UNDER SEPARATE Mn SEPTL RATEMPERM RA ILING PERM SEP T) RAILING HIGH(UNDER FSE SEPARATE PERMIT) -,a -3 ,B-9 O O m® I —kz 1 1 s7i El © a HIGH AFF sTz — ' GDPERKITCHEN ER BEDROOM , N 1. 00 I01 ot,� OR AA o BEDROOM , p 36x bOF H e 12' wAL�RF a..� RA�ccFF � saw,z'H SOFFIT O 'C E ...... .... ...... .... >` , IO. � - o � k�1�" �a^� s—O � ®�......6®A —..... ......6 .. .D®eEDaoDM e[. AF s0, z He RAILING (UNDER B � SEPARATEPERMIT) ® KO © :o� $"OO � i: [L4JJ m BEDROOM 2 R� HNIT A ®® m AA z ' 5D yREFER TO SHEET A-7 FOR DETAILS Ss 20 o I I� �Rr1 M •' w1 w O�sa a.... navlH A.4ra ....a ..wa .. .. ; r eveegspegr '� 01 0 SOFFIT+ O o SHE, 0 of �varieeaa of nNsR J ) SHEET A-5 FOR RFPROOM 3 -FJ / �� tj E DETAIL Rc R TD D# za-a B if ' B O 'irj �.. s ,0.. Es. 1� �= �1 ® 3 b' �d,,,„ V . BEDROOM 3 u SEPARATEPERMIT) RO to LII`EDA 0 BATH BAT"sEm AFL PLUMe"c FXTUMHO O, !I1z. TO NO ®OW.......O.....00A0 — MEFEP ew. 1 '.041 4 004. Wd0000.00NSW' Nb .....MEN • T k r-o• . is_,,. 3_ 4 MEN II s1 qe � W:� - 0 w 1ST FLOOR PLAN SCALE q 21.0.. 22 -7 „ D ~F�2110'0 00 ?i: I .NA .®Vi 4 '. In _ II & •• e DISH ®... _H . ......u00 0000,.##44WANO` O -' • BEDROOM , O O o, °(J 0 0 tom KITCHEN BEDROOM 1 30-5 o B 93 - 30 _5 Ec Ess s' SOFFITo ,z H soFF,T Q� 11 ,z H SOPPY FFIT H C II ES o m Rs , D m BEDROOM z BEDROOM z UNIT c 1 UNIT O 1 EO- E SOFFIT ... AM - O A - 1o1..KH:1.,: Y. 1. ' DFFT 7 T s L 4. Bs Ds, +. Ec � `6EOs•� sTH c BEDROOM 3 AR E z 4 W s D N J O- n m 0 s 0 z' eIIAE BEDROOM 3 C II Ess II ® .1I. r illa O Hni WAY ,,,• (- ES q............m � . . 8,+�.4VI, •e'ar+® :e'wo'9- -r... . • • az HIGH AFF STL RAILING UNDER . 1 SEPARAT PERMIT) 100-0 A 2ND FLOOR PLAN RAILING TL EPEER SEPARATE Mr) 4, HIGH AFF STL RAILING ;LINDER SEPARATE PE Mr) w 42' HIGH RAILING (UNDER T� SEPARATE PERMIT) PROJECT NAME NEW APARTMENT BUILDING a -45 o U2 N M W M C7 -2 J W o si LL W coQ M co co Q 0 rn o • 0 f �-=emu:= JOB No, 16.542.NEW REVISIONS: DATE: 10/24/2016 CHECKER BY: DRAWN BY: LR PLOT: 100% SHEET INDEX: 1ST&2ND FLOOR PLANS SHEET No.: A-2 aye . e _•a>II;`,x. ..fie _ :...ts 0�• 4 • ff" BEDROOM I IT 0�10 OIO KIT HEN • / 0 �/ BEDROOM 1 3o-s O1 o' ]_i ,s» 9-3 e-i } 5 2'H SOFFIT WALL- ® HiF �F w Ski 1 1 vaaa. a vor00000SOFFIT- wawoow>roaaov. .�Oro� �, 30-s s _ s B SW 1, ao s r m.,�. ®�� 3 "EET ,I• iw To BEDROOMurvlT E L = IIMIMI 0 rr ..... B°W.2°H OF IT 0 _ oEEIT FI si ° 1. n EGRESS _ ECRE �®sey `! •. 'o Off'-'o"d r, Em s -0' BEBROOMa m aEBaool�s - WET BAR w a H. u3 lal 0— ' \ D,f OI 0 f ^--- Q zo-a la ,aRAILINGaAw,T(,ND19'loo PEaMTL�t o �. 3RD FLOOR PLAN SCALE. I /4--. -o OVERFLOW SCUPPER MAX A F ROOF DOWNSPOUT 36z.3°;2ROcF HATCH N.O.A. DO POUT 0 ROOF PLAN SCALE. I/4.=I-O PROJECT NAME NEW APARTMENT BUILDING 0 1-11 ire N M W ( Mco Q ci)v.) J W O > LL W _MW CO < 0 Lc) M f �-=emu:= JOB No.: 16.542.NEW REVISIONS: DATE: 10/24/2016 CHECKED BY: DRAWN BY: LR PLOT:100% SHEET INDEX: 3RD FLOOR PLAN & ROOF PLAN SHEET NO.: A-3 I FJD ARCHITECT: I PROJECT NAME: NEW APARTMENT BUILDING � 111111 STEVEN LURIA, RA I o 9641 SW 100 AVENUE ADDRESS: 956 SW3rd Street MIAMI .EL. 33176 MIAMI, FL 33130 OWNER.: MICHAEL ESSER LICENSE NO: AR 0017359 305-305-3880 PROPERTY ID: 01-4138-003-1440 111 r l `WINGS E soR WINDOW RF66ugR O IEP RATEU POE. SIT) L SMBBTH UCCO eo rvcw iJ l.2 Olin HAw ST 11111 + 0.00 wv° A E FLOOD V EAST ELEVATION P470 jF7' PEEP PIT ■ LOw OVERFLOW SCUPPER OVERFLOW SCUP ER — \ i'MWX AF. 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I Of C-01 II!II ■i'I'I11■ III�imm;i:■_ III VII■!�I!�IIIIII■'€■I 956, 964, AND 972 SW 3RD STREET, LITTLE HAITI OCTOBER 21, 2016 Roomscapes, Inc. 956, 964, AND 972 SW 3RD STREET, LITTLE HAITI OCTOBER 21, 2016 r- Roomscapes, Inc. . amicare Naming 956, 964, AND 972 SW 3RD STREET, LITTLE HAVANA OWNER: MICHAEL ESSER FRONT ELEVATION SCALE: 32"=1'-0" OCTOBER 26, 2016 GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION; SERVICES I DRILLING SERVICES DYNATECH ENGINEERING CORP. �� WWW.DYNATECHENGINEERING.COM Miami, October 26, 2016 Mr. Michael Esser MESH HOMES 151 Crandon Boulevard, Suite 407 Key Biscayne, FL 33149 Re: Proposed 8-Story Building @ 956, 964 and 972 SW 3rd Street Miami, FL Dear Mr. Esser: Pursuant to your request, DYNATECH ENGINEERING CORP. (D.E.C.) completed a Subsoil Investigation on October 26, 2016 at the above referenced project. The purpose of our investigation was to help determine subsoil conditions relative to foundation design of the proposed structures. It is our opinion that the subsurface conditions in the explored areas are favorable for supporting the proposed structure on shallow foundation system as provided in our recommendations. Enclosed find copies of our field testing, findings and recommendations. This report was provided to you as a preliminary aid in the evaluation of the site and to assist in the designing of the project. D.E.C. was not provided any structural design parameters during the development of this report. Therefore, it is requested that upon preliminary or final structural designs and specifications, D.E.C. be provided the opportunity to review to the final design. Review of the final design drawings and specifications will be noted in writing by the geotechnical engineer to reflect the applicability of this report. With various available proprietary ground modification techniques, value engineering shall be considered once final designs are provided. It has been a pleasure serving you at this phase of youvrujeut 04 look forward to work with e MA_ _ Wissam aamani, P.E. 1273 r-- TATE OF of • A, you in the near future. Sincerely yours„ DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 1 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM REPORT OF SUBSOIL INVESTIGATION FOR Proposed 8-Story Building @ 956, 964 and 972 SW 3`d Street Miami, FL Prepared For: MESH HOMES 151 Crandon Boulevard, Suite 407 Key Biscayne, FL 33149 Prepared By: DYNATECH ENGINEERING CORP. 750 West 84th Street Hialeah, FL 33014 (305) 828-7499 Miami, October 26, 2016 2 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING CCM te.0 TABLE OF CONTENT TITLE PAGE - Cover Sheet 1 - Table of Contents 3 - Introduction 4 - Project Consideration 6 - Surface Condition of Site 7 - Subsurface Condition of Site 7 - Discussion and Recommendations 8 - Site Geotechnical Suitability 8 - Clearing, Grubbing, and Stripping 8 - Foundation Recommendations 9 - Proof Rolling 13 - Building Pad Fill 13 - Retaining Wall 14 - Ground Floor Slabs 15 - Truck Wells 15 - Groundwater 16 - Roadways and Parking Areas 16 - Limitations 19 3 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERIN() CC!✓. EC INTRODUCTION Pursuant to the written request of Mr. Michael Esser of MESH HOMES; DYNATECH ENGINEERING CORP. (DEC) completed a foundation investigation for the proposed development on October 26, 2016. The site of the planned construction is located at 956, 964 and 972 Southwest 3rd Street, Miami, FL. The foundation investigation had a three fold purpose: (1) Explore the subsurface of the site to determine the nature, sequencing and condition of the in -place materials. (2) Evaluate the Geotechnical engineering impact of the in -place materials on the planned construction, and (3) Provide recommendations for foundation design and related construction. Enclosed find copies of our field boring logs and site plan. The scope of our investigation consisted of the following: - Conduct a total of (3) Standard Penetration Test Borings (SPT) at the locations requested by the client, to a depth of 65' below existing land surface. - Preparation of this report to document our findings and recommendations. Information regarding the proposed structure was provided by Mr. Michael Esser. 4 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL•INFOODYNATECHENGINEERING CCM �q tC We estimate that the actual boring locations were within 10 feet of the locations shown on the attached plans. If boring locations need to be more accurate; a registered land surveyor must be retained to mark exact locations. Land elevation was not provided to us as of the completion date of this report. Existing and proposed final grades must be verified by a Florida registered land surveyor prior to bidding. The boring data reflects conditions at the specific test location only, and at the time the borings were drilled. Our drillers examined the soil recovered from the SPT sampler and maintained a log for each boring. The soil samples were taken to our laboratory where they were visually classified by our engineer. The soil classifications and other pertinent data from our explorations are reported on the boring logs in the appendix. The subject site is presently occupied by a used car lot, Several vehicles were parked on site during our investigation. Soil testing was performed in accessible areas. 5 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING CCM oe- C PROJECT CONSIDERATION It is our understanding that the planned construction will consist of an 8-story apartment building and surrounding parking areas. Construction plans or drawings are not yet available for our review. However; based on our experience with similar projects, the following are estimates of anticipated loads. These loads and our recommendations will need to be adjusted upon final design of the project if loading conditions are significantly different from the following: - Shallow Foundation - Estimated Total Settlement - Estimated Differential Settlement - Soil Compaction - Below Grade Basement Excavation - Slabs - Multi -level Parking Garage 5000 PSF Less than 1" Less than 1/2" 95% of Modified Proctor None (In the event a basement or parking garage is proposed our recommendations must be adjusted accordingly). • Slabs on grade None It is further our understanding that interior roadways will be provided and must meet Dade County Transportation Department for grading and drainage. Interior roadways will consist of parking and driving areas as well as delivery and truck wells. If the above project considerations change; we must be notified so that we can evaluate the potential impact the changes may have on our design and adjust our recommendations accordingly. 6 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING CC'`: SURFACE CONDITION OF SITE Topography throughout the parcel varies. Ground surface elevation was Not reported to us at this time. Access to the site was only provided to the areas of the soil borings. All contractors MUST familiarize themselves with site conditions prior to bidding. SUBSURFACE CONDITIONS OF SITE A total of (3) Standard Penetration Soil Boring tests were performed at the locations indicated by the attached sketch, to explore the subsurface conditions. The borings were arranged as shown on the attached site plan. The borings were performed according to ASTM D-1586 down to an average depth of 65' B.E.L.S. Drilling was performed using rotary hollow stem augers techniques. Split spoon sampling was typically performed continually the top 8 to 10 feet and at 5 feet internals thereafter. Based on our field boring logs; the following graph was developed as a general condition for the subject site from existing ground level: (Subsoil conditions are non -homogenous refer to field boring logs for exact soil conditions at various locations). Average depths are approximate and will vary on site. Average Depth From To 0'-0" 1'-0" 1'-0" 1'-6" 1'-6" 18'-0" 18'-0" 31'-0" 31'-0" 41'-0" 41'-0" 45'-0" 45'-0" 47'-0" 47'-0" 65'-0" Soil Description Topsoil Tan medium sand Tan sandy limerock Tan very sandy limerock with sand pockets Tan sandy limerock Tan medium sand w/rock fragments Tan medium sand Tan sandy limerock 7 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERIN(1 CC*: c DISCUSSIONS AND RECOMMENDATIONS SITE GEOTECINCAL SUITABILITY Results of the foundation investigation confirm that the site is generally suitable from a Geotechnical engineering perspective for shallow foundation system of the planned construction. Therefore, the proposed structures may be supported on shallow foundations, pursuant to our foundation recommendations. Detailed recommendations for site preparation, foundation design and related construction are presented in the following sections of this report. CLEARING, GRUBBING, AND STRIPPING Strip the entire building parking and paving construction areas plus 5 feet outside perimeter of all topsoil, muck, vegetation, tree stumps, construction debris, underground structures, trees and water retention areas wherever encountered down to clean granular material. Any former underground structures, utilities, former pools, root systems and drainage trenches, etc... must be removed in its entirely from beneath the proposed construction area. All excavations must be backfilled and compacted as indicated in our foundation recommendation section prior to construction. Site contractors must familiarize themselves with site conditions prior to bidding. Site elevations and final grades were not provided to us and must be verified prior to bidding. An arborist must be consulted prior to any land clearing to verify compliance with local codes. 8 750 WEST 84TH STREET, HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL•INFOODYNATECHENGINEERIN(; CO:`' OPC "m• FOUNDATION RECOMMENDATIONS Based on our understanding of the proposed structures and our field boring logs; the following are our recommendations for foundation design: A- Strip the entire building, parking and paving construction areas plus 5 feet outside perimeter of all topsoil, grass, muck, black sand w/organics, pavements, tree stumps and construction debris down to clean granular material wherever encountered (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 and replaced with clean gravel prior to filling operations. Backfill construction areas if needed to required elevation if needed using clean granular homogenous material placed in lifts not to exceed 12 inches in thickness and compact as indicated in items B. C- Excavate footing areas only to a minimum depth of 3' below existing land surface down to natural limerock formation 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" above the water table. (ie: 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% fines passing a US standard No. 200 sieve. 9 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOCDYNATECHENGINEERIN(3 CCM -ttec 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 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 above foundation recommendations being achieved and verified, it is our opinion that the proposed structures be designed for a shallow foundation system with a net static permissible soil bearing pressure not to exceed 5000 P.S.F. All footings bottom shall be placed at a depth of not less than 36 inches below the lowest adjacent grade. Design computations for thickness should utilize a coefficient of subgrade reaction of 300 pci, friction angle B of 30° and moist unit weight of 130 pcf. The allowable bearing pressure applies to all dead and permanent live loads which act on the foundations and may be increased by 25 percent for a total loads including wind forces since the allowable bearing pressure reflects a net increase in pressure over and above that due to the soil overburden, the weight of normal size foundation concrete or soil backfill may be neglected in the sizing computations. All wind loads shall be in compliance with the Florida Building Code. 10 750 WEST 84TH STREET, HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING CCM EC Wind forces which act on the structure may be resisted by earth pressure mobilized on the vertical foundations faces (normal to the direction of applied load) and base shearing forces acting on the foundation bottoms. The paragraph presented here after may be used for the lateral force design. Component of Resistance Earth Pressure (moist soil above water table) Friction Factor (concrete on fine to medium sand) 0.4 Recommended Value 130 PSF per foot depth Resistance values determined from the above should be considered available rather than allowable. Therefore, the design for sliding should include a factor -of safety, and we recommend that this be 1.5 or somewhat higher. Settlement Analysis: Detailed settlement analysis of the building is a function of the loading, building materials and soil conditions. We have compared the field test data obtained in this exploration with our experience with structures similar to those proposed for this project and published emperical relationships between the field data and the compressibility characteristics of the soils and rocks. The estimated magnitude of these post construction settlements is less than 1/2 inch differential and less than 1 inch total settlements. The most heavily loaded column footings in the building are expected to sustain total settlements in the range of one inch and a differential settlement of one-half inch. Due to the granular nature of the subsurface bearing materials, the foundation settlements should occur as the loads are applied during construction and for a short period following substantial completion. Additional settlements could occur after structural completion as interior finishes are applied. 11 750 WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL JNF0@DYNATECHENGINEERING CCY_ opEc Provisions shall be made by the architect, engineer of record and contractor to address vibration / dynamic loading; differential settlements when tying in new to existing structures. Mixing of different foundations shall not be used unless provided with expansion joints to address differential settlements and vibration transfer. 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. 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. Dynatech Engineering Corp. DEC must be provided the opportunity to inspect the final construction for the above conditions. It is further recommended that prospective buyers be advised of these issues through their sales contract so as not to cause damage to their homes. 12 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX(305) 828-9598 EMAIL:INFOODYNATECHENGINEERING CO.' Of,C PROOF ROLLING The material which mantle the building area are comparatively moderate to firm and should be densified as part of the site preparation process as described earlier. Densification of the surface soils should be accomplished by proof rolling from the present ground surface using a self propelled vibratory compactor which imparts a dynamic drum force of not less than 40,000 pounds. The proof rolling operations should be performed under engineering surveillance so that the subgrade may indicate the extent of weak and compressible materials in the surface soils. Such conditions, if encountered, will require correction by excavation/replacement filling or by other suitable means. BUILDING PAD FILL All construction areas receiving additional building pad fill should be moisture - conditioned and compacted to not less than 95 percent of the ASTM D-1557 maximum dry density. Fill for the building pad should be in compliance with our foundation recommendations. 13 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL;INFOODYNATECHENGINEERIN(3 CC OF, E C The fill should be placed at a moisture content within two percent of optimum and uniformly compacted to 95 percent of the ASTM D-1557 maximum dry density. All fill material shall be placed in lifts not to exceed 12 inches in thickness and compacted as stated above. Compaction tests shall be performed every 2,500 Sq. Ft. to verify compaction efforts. Representative samples of the on -site and proposed fill material should be collected and tested to determine the classification and compaction characteristics. RETAINING WALL AND EXCAVATIONS: In the event that the buildings are provided with below grade walls, the walls of these features should be designed to withstand lateral earth, hydrostatic and surcharge pressures. The pressure intensity to be used in the design will be dependent upon the wall deflection characteristics. Flexible walls (i.e., those able to deflect 0.1 percent or more of their height).Rigid walls (i.e., those that are unable to deflect). The following soil parameters shall be used for retaining wall designs: Soil unit weight moist: 130 pcf. Submerged: 70 pcf. Angle of internal friction: 30° Earth pressure coefficient Ka: 0.33 Kp: 3.0 Angle of wall friction: 30 for steel, 20° for concrete or brick walls, 15° uncoated steel. In addition the footings of such walls shall be proportioned for a permissible soil bearing pressure of 5000 psf. Excavations shall not extend within 1 foot of the angle of repose, next to existing footings or structures, unless shoring and under pinning is provided. All trenching and shorings work shall be in compliance with the Florida Building, OSHA the Trench Safety. All excavation / shorings shall be designed and inspected by a Florida licensed professional engineer. Vibration levels shall be monitored to verify compliance with local and state regulations during construction. 14 750 WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING CCM EC GROUND FLOOR SLABS The floor slabs of the structures may be safely supported on the compacted granular engineered building pad fill. The thickness of the floor slabs and their reinforcing should be selected based upon anticipated loadings. Design computation for thickness should utilize a modulus of subgrade reaction of 250 pci. Friction angle 0 of 30° and moist unit weight of 110 pcf. The ground floor slabs shall be liberally jointed and reinforced to control cracks caused by expansion/contraction and differential loadings. Additionally, the slabs shall be isolated from the building walls and columns to allow maximum freedom for differential movement. To minimize adverse impacts of the settlements of the building; delayed ground floor slab placement should be considered to reduce settlement related cracking; we recommend that ground floor slabs construction be delayed until the building has been substantially completed. TRUCK WELLS (Optional) Due to the proximity of the water table to the existing ground level and depending on the final design elevation of the Truck Wells; dewatering of the construction excavation might be needed. Additional investigation and testing may be required when final design is completed to provided adequate foundation and construction recommendations for Truck Wells if needed. The Truck Wells shall be supported on the modified soils. Any disturbed material shall be compacted as stated in the building pad fill section. Excavated material is acceptable as fill material when approved by our field engineer. We further recommend that the Truck Wells be designed to withstand hydrostatic uplift pressure. 15 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING COY GROUND WATER Groundwater was measured immediately at the completion of each boring and was found at an average depth of approximately 5'-6" below existing ground surface at the time of drilling. Existing ground surface elevation was not reported 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. All dewatering volume and effluent discharge must meet local, state and Federal agencies requirements. ROADWAYS AND PARKING AREAS Pavement recommendations consist of either flexible or rigid pavement design, based on the design traffic volumes, types and use. Based on our experience in the area, the following minimum typical pavement section thickness are acceptable• Type of pavement Type of acceptable material Layer thickness(inches) Minimum Limerock bearing ratio test Light duty Heavy duty Flexible Pavement Asphaltic concrete 1.0 2.0 N/A Crushed limerock base course 6.0 8.0 100 Stabilized subgrade 12.0 12.0 40 Rigid Pavement Reinforced concrete 6.0 8.0 N/A Crushed limerock base course N/A 8.0 100 Stabilize subgrade 12.0 12.0 40 e wearing course shall consist of either asphaltic concrete or Reinforced concrete as indicated above. 16 750 WEST B4TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERIN(: CCU! The base course shall consist of crushed limerock having a minimum carbonates content of 70%, liquid limit shall not exceed 35; the material shall be non -plastic, with an L.B.R. value of 100 or greater. The material shall be well graded with 97% (by weight) of the material passing the 3 inch sieve and less than 5% passing the No. 200 sieve. The base course shall be placed in lifts not to exceed 6 inches in thickness. The subgrade should be stabilized to a minimum depth of 12 inches below the base course. The stabilized subgrade material shall be clean granular soil, free of organic or other deleterious materials, and shall contain no more than 5 percent fines passing a U.S. Standard No. 200 sieve. (classified as GW/SW). The L.B.R. value shall be 40 or greater. Both the base course and the stabilized subgrade shall be compacted to a minimum of 98% of ASHTO.180.C. Pavement site work preparation shall be in compliance with the recommendations outlined in our geotechnical report. Due to the lack of information pertaining to the site traffic, the pavement recommendations are based on assumed traffic volumes. These volumes include automobiles and occasional truck and trailer on the access roads, 17 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING CCM OF_ C Actual pavement section thickness should be provided by the Design Civil Engineer based on traffic loads, volume, and the owner's design life requirements. The above sections represent minimum thickness representative of typical local construction practices and, as such, periodic maintenance should be anticipated. All pavement materials and construction procedures should conform to FDOT, American Concrete Institute (ACI), or appropriate city/county requirements. 18 750 WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL INFOODYNATECHENGINEERIN(; CCK Oe. C LIMITATIONS This report was prepared in compliance with the 2014 Florida Building Code, 5th edition. Site elevations were not provided to us for the test locations. Depths reported on the field boring logs and proposed pile lengths 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 depth. 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. 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. This report, is not a Phase I and/or Phase II Environmental Site Assessments. 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. 19 750 WEST B4TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING CC". tileC 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, Wissam Na'amani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No. CA 5491 9 1i Ti R TAT E ) ' 20 750 WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERINU CCM OP APPENDIX 21 750'WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (30S) 828-9598 EMAIL:INFO@DYNATECHENGINEERING cox Eopc DRILLING APPENDIX TEST BORING REPORT DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : MESH HOMES PROJECT : Proposed 8-Story Building @ ADDRESS : 956, 964 and 972 Southwest 3rd Street, Miami, FL LOCATION : See attached sketch DATE: October 25, 2016 HOLE NO.: B-1 DRILLER: A. S. DESCRIPTION OF MATERIALS Depth HAMMER BLOWS ON SAMPLER "N" 0'-0" to 0'-6" 0'-6" to 1'-0" 1'-0" to 1'-6" 1'-6" to 4'-0" 4'-0" to 7'-0" 7'-0" to 18'-0" 18'-0" to 20'-0" 20'-0" to 26'-0" 26'-0" to 28'-0" 28'-0" to 31'-0" 31'-0" to 41'-0" 2 Hand H TOPSOIL AND GRASS 4 8 9 7 7 16 DARK BROWN MEDIUM SAND W/ORGANIC STAIN TAN MEDIUM SAND TAN SANDY LIMEROCK TAN MEDIUM SAND W/ROCK FRAGMENTS TAN SANDY LIMEROCK TAN VERY SANDY LIMEROCK TAN MEDIUM SAND W/ROCK FRAGMENTS TAN SANDY LIMEROCK TAN MEDIUM SAND W/ROCK FRAGMENTS TAN SANDY LIMEROCK 6 4 3 4 4 7 8 5 4 6 6 10 10 11 9 10 11 19 12 12 11 13 12 24 14 9 9 9 9 17 16 22 18 12 13 30 18 20 22 24 11 9 7 8 16 26 28 30 32 9 9 12 19 21 34 36 38 Water Level: 5'-6 ' Below Existing Land Surface at time of drilling 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 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 1 DYNATECH ENGINEERING CORP. CLIENT PROJECT ADDRESS LOCATION : TEST BORING MESH HOMES Proposed 8-Story Building @ 956, 964 and 972 Southwest 3rd Street, See attached plan FIELD LOG Miami, FL 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828-7499 DATE: October 25, 2016 HOLE NO.: B-1 DRILLER: A. S. DESCRIPTION OF MATERIALS DEPTH HAMMER BLOWS ON SAMPLER "N" 41'-0" to 45'-0" 45'-0" to 47'-0" 47'-0" to 65'-0" TAN MEDIUM SAND W/ROCK FRAGMENTS TAN MEDIUM SAND TAN SANDY LIMEROCK 40 22 29 33 28 62 42 44 46 48 18 19 11 12 30 50 52 54 56 29 31 16 18 47 58 60 62 64 22 18 15 14 33 66 19 19 68 70 72 74 76 Water Level: 5'-6" Below Existing Land Surface at time of drilling 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 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 2 DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : MESH HOMES PROJECT : Proposed 8-Story Building @ ADDRESS : 956, 964 and 972 Southwest 3rd Street, Miami, FL LOCATION : See attached sketch DATE: October 25, 2016 HOLE NO.: B-2 DRILLER: A. S. DESCRIPTION OF MATERIALS Depth HAMMER BLOWS ON SAMPLER "N" 0'-0" to 0'-6" 0'-6" to 1'-0" 1'-0" to 1'-6" 1'-6" to 18'-0" 18'-0" to 22'-0" 22'-0" to 27'-0" 27'-0" to 28'-0" 28'-0" to 31'-0" 31'-0" to 41'-0" 41'-0" to 45'-0" 2 Hand H TOPSOIL AND GRASS 4 7 8 8 9 16 DARK BROWN MEDIUM SAND W/ORGANIC STAIN TAN MEDIUM SAND TAN SANDY LIMEROCK TAN VERY SANDY LIMEROCK TAN MEDIUM SAND W/ROCK FRAGMENTS TAN SANDY LIMEROCK TAN MEDIUM SAND W/ROCK FRAGMENTS TAN SANDY LIMEROCK TAN MEDIUM SAND W/ROCK FRAGMENTS 6 6 9 8 7 17 8 7 7 8 6 15 10 6 5 7 7 12 12 7 6 8 8 14 14 9 9 8 7 17 16 7 6 8 8 14 18 20 22 24 7 6 8 8 14 26 28 30 32 9 9 12 16 21 34 36 38 Water Level: 5'-6' Below Existing Land Surface at time of drilling 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 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 3 DYNATECH CLIENT PROJECT ADDRESS LOCATION : TEST BORING MESH HOMES Proposed 8-Story Building @ 956, 964 and 972 Southwest 3rd Street, See attached elan FIELD LOG Miami, FL ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828-7499 DATE: October 25, 2016 HOLE NO.: B-2 DRILLER: A. S. DESCRIPTION OF MATERIALS DEPTH HAMMER BLOWS ON SAMPLER "N" 45'-0" to 47'-0" 47'-0" to 65'-0" TAN MEDIUM SAND TAN SANDY LIMEROCK 40 23 22 20 18 42 42 44 46 48 16 13 18 18 31 50 52 54 56 36 40 38 39 78 58 60 62 64 30 29 18 16 47 66 22 20 68 70 72 74 76 Water Level: 5'-6" Below Existing Land Surface at time of drilling 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 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 4 DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : MESH HOMES PROJECT : Proposed 8-Story Building @ ADDRESS : 956, 964 and 972 Southwest 3rd Street, Miami, FL LOCATION : See attached sketch DATE: October 26, 2016 HOLE NO.: B-3 DRILLER: A. S. DESCRIPTION OF MATERIALS Depth HAMMER BLOWS ON SAMPLER _ "N" 0'-0" to 0'-6" 0'-6" to 1'-6" 1'-6" to 17'-0" 17'-0" to 20'-0" 20'-0" to 26'-0" 26'-0" to 28'-0" 28'-0" to 32'-0" 32'-0" to 42'-0" 42'-0" to 46'-0" 2 Hand H TOPSOIL AND GRASS 4 8 9 9 8 18 TAN VERY SANDY LIMEROCK 6 5 6 9 8 15 TAN SANDY LIMEROCK 8 8 9 11 9 20 TAN VERY SANDY LIMEROCK TAN MEDIUM SAND W/ROCK FRAGMENTS TAN SANDY LIMEROCK TAN MEDIUM SAND W/ROCK FRAGMENTS TAN SANDY LIMEROCK TAN MEDIUM SAND W/ROCK FRAGMENTS 10 10 9 8 9 17 12 7 6 5 6 11 14 6 6 8 7 14 16 9 9 8 6 17 18 20 22 24 7 7 9 8 16 26 28 30 32 8 6 9 8 15 34 36 38 Water Level: 5'-6" Below Existing Land Surface at time of drilling 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 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 5 DYNATECH ENGINEERING CORP. TEST BORING FIELD LOG CLIENT : MESH HOMES PROJECT : Proposed 8-Story Building @ ADDRESS : 956, 964 and 972 Southwest 3rd Street, Miami, FL LOCATION : See attached plan 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828-7499 DATE: October 26, 2016 HOLE NO.: B-3 DRILLER: A. S. DESCRIPTION OF MATERIALS DEPTH , HAMMER -. BLOWS ON SAMPLER 44N" 46'-0" to 48'-0" 48'-0" to 65'-0" 40 18 20 19 18 39 42 TAN MEDIUM SAND 44 TAN SANDY LIMEROCK 46 48 18 16 15 16 31 50 52 54 56 26 25 23 28 48 58 60 62 64 28 33 31 33 64 66 20 23 68 70 72 74 76 Water Level: 5'-6" Below Existing Land Surface at time of drilling 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 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 6 SITE PLAN B# : Boring Test Location 0 P-#: Percolation Test Location DYNATECH ENGINEERIN Client: Mesh Homes Project: 956, 964, 972 Southwest 3rd Street, Miami, FL i\.._ 1 r ._ e i eat 1 • . f IL lh Ai •� i Nr......tt s l�y \, outhwest3rd'Street 33 1M • R =s s • CORP. Scale: N.T.S. Date: October 26, 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 Tests lcm3 Sands 0-16 17-40 41-80 81-120 Over 120 Silts & Clay 0-3 4-9 10-17 18-31 32-60 Over 60 Standard' Penetration Blows/ft.) 0-4 5-10 11-20 21-30 31-50 0-2 3-4 5-8 9-15 16-30 31-50 Soft Medium Moderate Hard Hard Very Hard Relative Density Very Loose Loose Firm Very Firm Dense Very Loose Soft Firm Stiff Very Stiff Hard Boulders Cobble Gravel Sand Silt Clay 5%-10% 10%.- 30% 30% - 50% 0% - 5% 6% - 10% 1 1 % - 20% 21% - 35% >35%And Particle Size > 12 in. 3 in. to 1 in. 4.76 mm to 3in. 0.07 mm to 4.67 mm. 0.005 mm. to 0,074 mm < 0.005 mm Modifiers Slightly Silty or Clayey Silty or Clayey Very Silty or Very Clayey Slightly Trace Trace Little Some Rock Hardness Description Rock core crumbles when handled Can break with your hands. Thin edges or rock core can be broken with fingers Thin edges or rock core cannot be broken with fingers Rock core rings when struck with hammer (cherts) v..v•u... w'• 1 •..••.v••••••••-•..I•,Jaii•illif Loa 1LJ111NV I A4.21Jt.J1VJ, 11V6Jt 1 C.67111NV I11\JtL..i1VlV ALRVI<.LO +LR1LL11�V JLRY1Vt.•J DEGDYNATECHE INEE ICORP.R WWW.DYNATECHENGINEERING.COM Miami, October 25, 2016 Mr. Michael Esser MESH HOMES 151 Crandon Boulevard, Suite 407 Key Biscayne, FL 33149 Re: Proposed 8-Story Building @ 956, 964 and 972 SW 3rd Street Miami, FL Dear Mr. Esser: Pursuant to your request, DYNATECH ENGINEERING CORP. (DEC) completed a Percolation Test on October 25, 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 5'-6" 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 system installation depth and dimension must be verified in the field during construction. 1 750 WEST B4TH STREET, HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOCODYNATECHENGINEERING,COM Re: 956, 964 and 972 SW 3rd Street, Miami, FL This report was prepared in compliance with the 2014 Florida Building Code, 5th 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 yo��u��rs, 461 Wissam'Naamani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Certificate of Authorization No.: CA 5491 • • � 6 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM PERCOLATION TEST GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES 401)Ec DYNATECH ENGINEERING 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 25, 2016 : MESH HOMES : Proposed 8-Story Building @ : 956, 964 and 972 SW 3rd Street, Miami, FL : SAS : 7" : P-1 TEST DEPTH (feet) AVERAGE FLOW (GPM) AVERAGE K (CFS/Sq. Ft -Ft Head) 0-15' 46.7 -3 1.83x10 * The above hydraulic conductivity represents an ultimate value. The designer should decide required safety factor. This value is based on the existing soils at the location of the test. Water Table 5'-6" Below existing ground surface. SUBSURFACE INVESTIGATION Depth Below Ground Surface 0'-0" to 0'-6" 0'-6" to 1'-0" 1'-0" to 1'-6" 1'-6" to 4'-0" 4'-0" to 7'-0" 7'-0" to 15'-0" Field Tech: A.S. Soil Description Topsoil and grass Dark brown medium sand w/organic stain Tan medium sand Tan sandy limerock Tan medium sand w/rock fragments Tan sandyylimerock ,N'r��;= �,'.� 'lespectfully submitted, H �-0`. sTATE on the Wishni aamani, P. E. DY$XTECH ENGINEERING CORP. > . Fiv`ri4 Reg. No. 39584 €e tilicate of Authorization No.: CA 5491 * As a mutual protection to the clients, 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. 750 WEST B4TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODXNATECHENGINEERING.COM (j;l EC SITE PLAN 0 P-#: Percolation Test Location N 95b'Southwest 3rd•Street DYNATECH ENGINEERING CORP. Client: Mesh Homes Scale: N.T.S. Project: 956, 964, 972 Southwest 3rd Street, Miami, FL Date: October 26, 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 Tests OKe/cm3) Sands 0-16 17-40 41-80 81-120 Over 120 Silts & Clay 0-3 4-9 10-17 18-31 32-60 Over 60 Standard' Penetration (Blows/ft.) 0-4 5-10 11-20 21-30 31-50 Soft Medium Moderate Hard Hard Very Hard 0-2 3-4 5-8 9-15 16-30 31-50 Relative Density Very Loose Loose Firm Very Firm Dense Very Loose Soft Firm Stiff Very Stiff Hard Boulders Cobble Gravel Sand Silt Clay 5% - 10 % 10%.- 30% 30% - 50% 0%- 5% 6% - 10% 11 % - 20% 21% - 35% > 35% And Particle Size > 12 in. 3 in, to 1 in. 4.76 mm to Sin. 0.07 mm to 4.67 mm. 0.005 mm. to 0,074 mm < 0.005 mm Modifiers Slightly Silty or Clayey Silty or Clayey Very Silty or Very Clayey Slightly Trace Trace Little Some Rock Hardness Description Rock core crumbles when handled Can break with your hands. Thin edges or rock core can be broken with fingers Thin edges or rock core cannot be broken with fingers Rock core rings when struck with hammer (cherts)