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RC-13-2102 (2)6(4\e- Miami Shores Village 6\16( Building Department BUILDING PERMIT APPLICA I R-ElUILDING ❑ ELECTR C 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No. .» 3 Ir:� .1 11 P ❑PLUMBING ❑ MECHANICAL JOB ADDRESS: City: Folio/Parcel#: ❑ PUBLIC WORKS ❑ CHANGE OF CONTRACTOR ¶33-5 A), &f51v f%. Miami Shores County: RECEIVED APR 2 5 P17 Cite FBC 20 K -f \( g rmit No. G Z. 10 Z EXTENSION ❑RENEWAL ❑ SHOP DRAWINGS ❑ CANCELLATION Miami Dade Zip: 33138 Is the Building Historically Designated: Yes, NO Load: Construction Type: Flood Zone: BFE: FFE: Occupancy Type: OWNER: Name (Fee Simple Titlle/e��holder):� HAt 69-5, O 14 Address: �%�'f I(% �,/ s1'W49e State: {` City: 170/4 / 5Wiei,e3 Phone#(V) - mr! Tenant/Lessee Name: Phone#: Zip: 331.3/3 Email: CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: DESIGNER: Architect/Engineer: Address: 13 0 5(2) �81( fr Value of Work for this Permit: $ Type of Work: ❑ Addition ❑ Alteration I -Lc Col ft 1 Certificate of Competency #: City: 1-tja,laf Phone#: Square/Linear Footage of Work: 31,1- 3qJ' OP'( State: 't Zip: 33 if V ❑ Demolition ❑ New ❑ Repair/Replace Description of Work: i Jlec /4A- / j i9i'J mArlo 12 9 54o epE771 j ar,kid l4vF 54vArc; A70IJ G Ll`C I/I%CA( C-4.) Aoki Ccr717.)).J T6 &i/ -S 77/v4 ei'aG(/% O0JAR!S 4 32CL .•', Specify c .lor�df�coibr�rhfu>>if11:P? M6SS ?i * nC`trir!rno0 • :, - • C. Submittal Fe _ }1OS .1 puA stV.gx3 .mretp" NIA IOWIi1!QtlIMMUOWith Scanning Fee Technology Fee $ Training/Education Fee $ Structural Reviews $ "CA) (Revised02/24/2014) 01011 1214v `}}Il�!i tC 6!� �' �II,(;�a viSIQiA rAr E'SSliSS i t `rs nciaaimrlo3 41 IS,It.,;JAYSnAmu.) u.)vvt •.,�.�,"' CCF $ f-_tA4..1 �i!i'Y! „*frb,}� e$ .,,��''"'i. DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ !-�� 4 r: BondingCompany's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State __ Zip _., V_;__.•. t NerItif Application is hereby made to obtain a permit tondo the work and installations 8 indicaed,)l certify that no work or installation has commenced prior to the issuance of a permit and that all' work will be performed'tti meet the Standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must„be.secured.for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was cknowledged before me this 1r day of ! 41 , 20 /7 , by ®lf/!/L/f' S`arJ 4 • , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PU Sign: Print: Seal: APPROVED BY (Revised02/24/2014) JOSE J. GIRALOO s Notary Public • State of Florida Commission N FF 226273 My Comm. Expires Aug 31. 2019 Bonded National Assn. 049 Signature CONTRACTOR The foregoing instrument was acknowledged before me this g. — dayof /I (-- , 20 0?" ' by 00'4 ft 4 t//s ,40/4, , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUAll // DIMBINEl Sign: Print: Seal: 4,4,****4,4.4,4****4,4, Plans Examiner Structural Review f4, JOSE J. GIRALOO Notary Public - State of Florida Commission # FF 226273 *s �y Zoning Clerk Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Permit Type Owner Subdivision/Project Construction Type Square Footage Description of Work RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC -9-13-2102 OMAR CASSOLA NONE V- B INTERIOR RENOVATION Contractor Date Issued Occupancy Load Occupancy Type Applicable Code HOME OWNER December 5, 2017 2014 FLORIDA BUILDING Location Ire 9325 N BAYSHORE DR Miami Shores FL 33138 Building Officials Approval 7 a7,n o, CBO Not Transferable POST IN A CONSPICUOUS PLACE P-1 (j .57e; INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 POST ON SITE Permit NO. RC -9-13-2102 Permit Type: Resident fet i struction Work cation: Addition/Alteration Issue Date: 1/8/2014 Expires: 09/24/2017 INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.comlcap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1132050270540 Owner's Name: OMAR CASSOLA Job Address: 9325 N BAYSHORE Drive Bond Number: Miami Shores, Fl 33138 - Contractor(s) HOME OWNER Phone Primary Contractor Yes Owner's Phone: (305)206-2754 Total Square Feet: Total Job Valuation: 160 $ 25,000.00 WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. G�- vrbp NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF INSPECTION STRUCTURAL DATE INSPECTION RECORD INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks Windows/Doors Interior Framing Insulation Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS INSPECTION Zoning Final ZONING DATE INSP ZONING COMMENTS ELECTRICAL INSPECTION Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceiling Rough Rough DATE INSP Tele one Rough Telephone Final TV Rough TV FinaFv Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough INSPECTION DATE Rough Water Service 2nd Rough Top Out VG%yt`t 511 -075 - Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank INSP Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final FINAL PLUMBING COMMENTS INSPECTION Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With FINAL ELECTRICAL INSPECTION FIRE DATE "' INSP Final Sprinkler Final Alarm FINAL MECHANICAL nderground Pipe ough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum FINAL DATE MECHANICAL COMMENTS INSP Mr. Ismael Naranjo Building Official Miami Shores. FL 33138 Subject: Structural Observations for Cassola Roofing Project Dear Mr. Naranjo, Steven E. McCray 175() SW 14: Ave Miami, FL 531,45 305-90,1-4203 I am the engineer who designed the roofing project for Omar Cassola at his residence at 9325 North Bayshore Drive in Miami Shores. I observed the progress of construction of the work. I answered contractors' requests for information, reviewed shop drawings, and performed periodic site observations. Daily on-site inspections were performed by the Owner, Omar Cassola. Based on my observations in conjunction with my reliance on Omar's daily inspections, to the best of my knowledge, the construction general conformed to the approved plans and specifications. Please call if you have any questions. Thank you for your assistance in getting this project completed. Steven E. McCray Professional Engineer August I6, 2017 %00 %E�WAFR0 ''s %,• • 0 7F 78 • O T E O F ,•<U . U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: November 30, 2018 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name OMAR CASSOLA Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9325 NORTH BAYSHORE DRIVE Company NAIC Number City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 1 & 2 BLK 4, BAY LURE, P.B 44 P.G 63, FOLIO # 11-3205-027-0540 A4. Building Use (e.g., A5. Latitude/Longitude: A6. Attach at least A7. Building Diagram A8. For a building with a) Square footage b) Number of permanent c) Total net area d) Engineered A9. For a building with a) Square footage b) Number of permanent c) Total net area d) Engineered Residential, Non -Residential, Addition, Lat. 25°51'42.44" N Long. 80°10'17.28" Accessory, etc.) RESIDENTIAL W Horizontal Datum: obtain flood insurance. 1.0 foot above adjacent above adjacent grade ❑ NAD 1927 grade x NAD 1983 0 2 photographs of the building if the Number 1B Certificate is being used to 0 sq ft a crawlspace of crawlspace flood of flood openings flood openings? an attached of attached flood of flood openings flood openings? or enclosure(s): or enclosure(s) openings in the crawlspace in A8.b 0 sq or enclosure(s) within in sq ft within 1.0 foot sq in 0 ❑ Yes X No garage: garage 400 openings in the attached garage in A9.b 0 ❑ Yes x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES VILLAGE 120652 B2. County Name MIAMI-DADE B3. State Florida B4. Map/Panel Number 12086C 0306 B5. Suffix L B6. FIRM Index Date 09/11/2009 B7. FIRM Panel Effective/ Revised Date 09/11/2009 B8. Flood Zone(s) AENE B9. Base Flood Elevation(s) (Zone AO, use Base Flood Depth) + 10 /11 FT N.G.V.D. B10. Indicate the source ❑ FIS Profile B11. Indicate elevation B12. Is the building Designation Date: of the Base Flood Elevation (BFE) ❑ Community Determined for BFE in Item B9: Coastal Barrier Resources ❑ CBRS data or base flood depth entered in Item B9: ❑ Other/Source: x FIRM datum used located in a 1929 ❑ NAVD 1988 ❑ Other/Source: (CBRS) area or Otherwise Protected ❑ OPA X NGVD System Area (OPA)? ❑ Yes x No FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9325 NORTH BAYSHORE DRIVE Policy Number: City State ZIP Code MIAMI SHORES Florida 33138 Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 01. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones A1—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, Benchmark Utilized: # N-800 (MIAMI-DADE) Vertical Datum: N.G.V.D.1929 x Finished Construction AR/AH, AR/AO. enter meters. Indicate x elevation datum used for the elevations in items a) through h) below. • NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. • Check a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 12, 35 x the measurement used. feet ❑ meters b) Top of the next higher floor 20 65 X feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) 11 10 X feet ❑ meters d) Attached garage (top of slab) 4 15 x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 5 15 x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) • 4. 0 X feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 4. 2 © feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including NIA. x feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect I certify that the information on this Certificate represents my best efforts to interpret statement may be punishable by fine or imprisonment under 18 U.S. Code, Section Were latitude and longitude in Section A provided by a licensed land surveyor? x authorized by law to certify elevation information. the data available. I understand that any false 1001. Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number RENE AIGUESVIVES 4327 —` Title PROFFESIONAL LAND SURVEYOR Company Name ALVAREZ AIGUESVIVES AND ASSOCIATES r Address / 9789 SW 72 STREET Cit State ZIP Code d IAMI --- Florida 33173 Sign- - Date Telephone Q ^ 09/27/2017 (305) 385-0385 /Copyy a pa is ' e ion Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (inclu• ng pe of equipment and location, per C2(e), if applicable) C2.e) MACH! R ELEVATION REFERS TO A/C UNIT PAD LOCATED ON LEFT SIDE OF THE HOUSE THE PROPERTY HAS TWO FLOOD ZONE AE -10 FT AND VE -11 FT N.G.V.D ELEVATION ACCESS LOBBY ELEVATION = 4.30 FT (N.G.V.D) LATITUDE/LONGITUDE OBTAINED USING A GPS MAGELLAN MAESTRO 4210 BENCHMARK USED: N-800 (MIAMI-DADE), ELEVATION = 9.34 FT (N.G.V.D.) CROWN OF ROAD ELEVATION = 3.70 FT (N.G.V.D.) 17-23100 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9325 NORTH BAYSHORE DRIVE Policy Number: City State ZIP Code MIAMI SHORES Florida 33138 Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters LOMA or LOMR-F request, used. In Puerto Rico only, the elevation is above or below ❑ above or ❑ below the HAG. ❑ above or ❑ below the LAG. 9 (see pages 1-2 of Instructions), ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. ❑ above or ❑ below the HAG. with the community's certify this information in Section G. • b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters E3. Attached garage (top of slab) is ❑ feet ❑ meters E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9325 NORTH BAYSHORE DRIVE Policy Number: City State ZIP Code MIAMI SHORES Florida 33138 Company NAIC Number SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ G8. Elevation of as -built lowest floor (including of the building: G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design flood elevation: New Construction ❑ Substantial Improvement basement) ❑ feet ❑ feet ❑ feet ❑ meters Datum building site: • meters Datum ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9325 NORTH BAYSHORE DRIVE Policy Number: City State ZIP Code MIAMI SHORES Florida 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. g iv Bey II ii nfIrrf —=�="Z 'h'..--.=_..= - ._.�,i'�o 4 -fes Photo _F_; One 7 lV' Photo One Caption FRONT VIEW .,0\ r ...:1 ,` 1 !r ' a . 4. Photo Two Photo Two Caption REAR VIEW FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9325 NORTH BAYSHORE DRIVE Policy Number: City State ZIP Code MIAMI SHORES Florida 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. (t Photo One Photo One Caption SIDE VIEW . , It f y Z . i mai ::111, Fri ..y Yeti x 4,1 ,, -1. C4 --4101011040411°-1.7 . 5 I. ti- Gi I `. '— ! . a . '' � ?' 4 Photo Two Photo Two Caption PARTIAL SIDE VIEW FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-291022 Permit Number: RC -9-13-2102 Inspection Date: October 23, 2017 Inspector: Kendall, Travis Owner: CASSOLA, OMAR Job Address: 9325 N BAYSHORE Drive Miami Shores, FL 33138 - Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition/Alteration Phone Number (305)206-2754 Parcel Number 1132050270540 . . 3jniLciing Dtpal'tthent Comments ,4VATUFSH,AFT INSTALLATION AND RAILINGS . .. .. .. • • • .. • • . • • •••• • • •••• • Infractio Passed Comments INSPECTOR COMMENTS False . . •••• Passed° Failed • . �.f \ • • Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments For Inspections please call: (305)762-4949 October 23, 2017 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION MirMEWLTri SEP 1 7 2 i3 B Y: FBC 20 /^� Permit No. 21 V Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: 1 Z S I' ,? 5 Iat-r---- h r City: Miami Shores County: Miami Dade Zip: S 3 l S Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 0 rn s S o Phone#: Address: 3 Z SG3 z l� �' Q b r, City: (4_ S c.c.s State: Zip: � 3 t 3 S Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: r.4-1-1 ; S Address: Co Q � A E 1 2 S City: �' . If'l z 1w.: State: -F( Qualifier Name: C \ . k•.+sa10 R r- Sc.a,..42.., State Certification or Registration #: C. 6 C. 0 S -1.. 5 Certificate of Competency #: I Contact Phone#: Email Address: C. [ P L,o(, o ( 5 I4 [ ,,, tau c �v r;Q DESIGNER: Architect/Engineer: Sro 1s Phone#:395_ 1/ Is < Value of Work for this Permit: $ 2 b , BO Square/Linear Footage of Work: .L (O_) S Type of Work: OAddition ( DAlterationrONew ORepair/Replace ODemolition Description of Work: It) �t l �,P _ �i �. v , t ¢1 L1 N ' Phone#: S _ Z l 2. 2. Zip: 3 l ' Phone#: S_ at -2.2.2-4 Color thru tile: ***************************************Fees******************************************** Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ . -• r r Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FI PCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approv d i. •inspection fee will be charged. Signature Owner or Agent The fo : of g instrument was ac ' . wled :ed b dayo i ,20; y „k.4j NOTAR r ' UBLIC: own to me or who has produce identification and who did take an oath. Sign: Print: My Commission Expir *********************** APPROVED BY Signature Contractor The fo goi;g ins r m was ckngwilecii;wefO me is °ore'q day of • i 11 201 by Q e or who has produced s identification and who did take an oath. NOTA Sign: Print: My Commission Ex LIC: 7 .0111hughavagor LOS ida o ary 23, 2015 •= Comm Expnes Sep =J.•y o-;, Commission t; Bonded Through National Notary Assn. ***** ******************************* * ***** ******** :401111101191151121:2V I 11 V Plans Examiner=��'� •ning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) DAVID A. DACQUISTO, MCP PLANNING & ZONING DIRECTOR Y//haini Ior ?,4L4e DEVELOPMENT ORDER 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138-2382 Telephone: (305) 795-2207 Fax: (305) 756-8972 File Number: PZ -5-13-201330 Property Address: 9325 N Bayshore Drive Property Owner/Applicant: Omar Cassola Address: 9325 N Bayshore Drive, Miami Shores, 33138 Whereas, the applicant Omar Cassola (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special site plan review and approval. Addition. Variance, Sec. 702, Hardship variances. Sec. 400, Schedule of Regulations, R District, Maximum building height, 30 feet. Whereas, a public hearing was held on June 27, 2013 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) The applicant is granted a height variance of 9.5 feet to permit an elevator tower to project 41 feet above grade. 2) Applicant to obtain all required building permits before beginning work. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) This variance is valid for a period of one (1) year from the date of approval. Building permits must be secured and work started within that time or a new variance will be required before work can commence. Page 1 of 2 DO PZ -5-13-201330 Cassola ■ The application with conditions was passed and adopted this 27th day of June, 2013 by the Planning and Zoning Board as follows: Mr. Abramitis NO Mr. Busta YES Mr. Reese YES Mr. Zelkowitz YES Chairman Fernandez NO DO PZ -5-13-201330 Cassola Rii • M. Fernandez airman, Planning Board Page 2 of 2 Property Information Map My Home Miami -Dade County, Florida Page 1 of 1 Property Information Map t E 94TH ST Aerial Photography - 2012 0 This map was created on 11/27/2013 2:37:48 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. (v55 /-tri X1[_20 Summary Details: Folio No.: 11-3205-027-0540 Property: 9325 N BAYSHORE DR Mailing Address: OMAR CASSOLA 9325 N BAYSHORE DR MIAMI SHORES FL 33138-2950 Property Information: Primary Zone: 1400 SGL FAMILY - 3001-3250 SQ CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 4/4 Floors: 2 Living Units: 1 Adj Sq Footage: 6,879 Lot Size: 29,038.63 SQ FT Year Built: 1977 Legal Description: BAY LURE PB 44-63 LOTS 1 & 2 BLK 4 LOT SIZE IRREGULAR OR 18417-3747 1298 1 OR 18417-3747 1298 00 Assessment Information: Year: 2013 Land Value: $25,000 Building Value: $609,581 Market Value: $50,000/$1,960,423 Assessed Value: $2,010,423 119 ft Exemption Information: Year: 2013 Homestead: $25,000 2nd 2nd H� YES Taxable Value Information: Year: 2013 Taxing Authority: Applied Exemption/ Taxable Value: Regional: $50,000/$1,960,423 County: $50,000/$1,960,423 City: $50,000/$1,960,423 School Board: $25,000/$1,985,423 Sale Information: Sale Date: 12/1998 Sale Amount: $860,000 Sale O/R: 18417-3747 Sales Qualification Description: Sales which are qualified View Additional Sales http://gisims2.miamidade.gov/myhome/printmap. asp?mapurl=http://gisims2.miamidade. g... 11/27/2013 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by Mr. Omar Cassola to perform special inspector services under the Florida Building Code at the Elevator in an Existing Single Family Home project on the below listed structures as of 10/11/2013 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: RC -13-2102 $ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) rp SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) • SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) o SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) o SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection * 1, 'vette Acosta 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. SigneEngineerlArchitect Name Ivette Acosta, PE D E: 10/11/2013 Created on 6/10/2009 (PRINT) Address 7626 W 34th Lane. Unit 203, Hialeah, FL 33018 Phone No. 305-979-0830 ALL STATE ENGINEERING April 17, 2013 DNB Design Group 370 Miracle Mile Coral Gables, Florida Attn: RE: Dear Sir: All State Engineering & Testing Consultants, Inc. TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES -CHEMISTS -DRILLING -ENVIRONMENTAL SERVICES Mr. Francis H. Domond Subsurface investigation for the Proposed elevator Located at: 9325 N. Bayshore Drive, Miami shores, Florida Pursuant to your authorization, All State Engineering & Testing Consultants, Inc. (ASETC) conducted a subsurface investigation at the above referenced project. The investigation was performed on April 10, 2013 The purpose of the investigation was to develop preliminary information about the site and the subsurface conditions existing in the vicinity of the proposed construction. To achieve the desired objective one (1) standard penetration test borings was performed and the logs are enclosed this report. TEST METHOD: The borings were conducted in accordance with procedures outlined for standard penetrations test and split spoon sampling of soils by ASTM Method D-1586. A two (2) foot long two (2) inches O.D. Split Spoon Sampler was driven into the ground by successive blows with 140 Ib. Hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time then extracted for visual examination and classification of the retained soil samples. The number of blows required for a one (1) foot penetration of the sampler is designated as "N" (known as the standard penetration resistance value). The "N" value provides an indication of the relative density of non -cohesive soils and thl; consistency of cohesive soils. Suitable corrections are applied to this number in order to include the effects of soil overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N'. and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservative! evaluate the bearing capacity of soils. A continuous drilling and sampling procedure was used therefore, the samples were taken at intervals of two (2) feet or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring logs. The results of the field penetration tests are presented in the boring logs in numerical forms. The average ground water level at the site was found at approximately three (3) feet six (6) inches, below the .xisting surface (see logs'. Fluctuation in the observed ground water level should be expected due to seasonal climatic changes rainfall variatior, surface water run-off and other, specific factors related to the site in question. 9600 NW. 79th Ave— Hialeah Gardens,; Florida. 33016 /Phone: 305.888-3373 Fax: 305-888-7443 Page 2 —April 17, 2013 DNB Design Group FOUNDATION RECOMMENDATIONS: Based on the sub -surface conditions encountered ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., have evaluated a number of foundation systems for providing additional support to the existing structure. Special consideration in the analysis was given to the following: 1. The presence of a layer organic material of varied thickness, which makes the site less appropriate for construction using regular spread footings and single column pads at the existing grade. 2. Length to width ratio of the proposed structure with special emphasis on differential settlement. Given the above, the following foundation systems were selected. ALTERNATIVE I: AUGERCAST (Pressure grouted) PILES: Augercast (pressure grouted) piles are a feasible foundation alternative. The capacity of these piles is essentially developed in tip bearing and side friction. When these piles are installed or socketed into place, they will "lock into" the rock and sand strata thereby providing adequate bearing capacity. The relationship obtained is as follows: Allowable Allowable Allowable Size Proposed Lateral Tensile Compressive (Dia) Length (ft) Load Capacity Bearing Capacity 14"0 18' 2.0 Tons 8.0 Tons 35 Tons Large volumes, possibly up to twice (or more) of the theoretical pile volume, may be required for proper auger cast pile installation. A minimum of three (3) piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The entire pile driving (installation) operation should be monitored and performed in accordance with the relevant local and state requirements. ALTERNATIVE II: TYPE B HELIX PIER; HELICAL PILES: Helical piles are another feasible alternative. The capacity of these piles is essentially developed in tip bearing and side friction. When these piles are installed or socketed into place, they will "lock into" the rock and sand strata thereby providing adequate bearing capacity. The analysis for this foundation alternative consisted of determining a pile capacity for specific size and depth of installation. Allowable Allowable Allowable Size Proposed Tension Compressive (Dia) Length (ft) Capacity Bearing Capacity Type B. Pier 3.5" 18' 5 tons 15 tons A minimum of three (3) indicator piles should initially be driven (installed) at strategic locations in order to verify the suggested pile length. The entire pile driving (installation) operation should be properly monitored and performed in accordance with the relevant local and state requirements. 9600 NW. 79th Ave -Hialeah Gardens, -Hialeah, Florida 330161_Phone: 305.888.3373 Fax: 305-888.7443 r . P;ges3 —April 17, 2013 DNB Design Group CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject property (site) may be different from those at the test locations. Therefore, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. is not responsible for any sub -soil conditions different from those reported in our boring logs. This report was prepared exclusively for the use of DNB Design Group. The conclusions provided by All State Engineering & Testing Consultants, Inc. are based solely on the information presented in this report. 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. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. Sincerely yours, "----2)277(1/7?) W seem Quadri, P.E. # 51481 All State Engineering And Testing Consultants, Inc. WQ/bm-- DNB Design Group 9600 NW. 79 Ave — Hialeah Gardens, Ni ida. 33016 / Phone: 305 ,888-3373 Fax 305.888.7443 ALL STATE ENGINEERING All State Engineering & Testing Consultants, Inc. TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES -CHEMISTS -DRILLING -ENVIRONMENTAL SERVICES 9600 NW. 79th Ave — Hialeah Gardens„ Hialeah, Florida. 33016 / Phone: 305-888-3373 Fax: 305-888-7443 TEST BORING REPORT CLIENT DNB Design Group Order No. 13.98 ADDRESS 370 Miracle Mile , Coral Gables, Florida Report No. 1 PROJECT Proposed elevator Hole No. B-1 ADDRESS 9325 N. Bay shore drive, Miami Shores, Florida Date 04-10-3 LOCATION As marked on plan Driller MP DEPTH DESCRIPTION OF MATERIALS (FEET) Sample No. Hammer blow on sampler ?r Hammer blows on casing 1 0'-0" to 0'-2" top soil 3 4 0'-2" to 0'-6" dark brown medium sand with some rocks 0'-6" to 4'-0" tan medium beach sand mixed with brown silica snd and some shells 2 0'-2' 4 3 8 3 3 4 4 2'-4' 4 1 8 5 4'-0" to 8'-0" gray medium beach sand with shells 1 ' 1 6 4'-6 1 1 2 7 1 1 8 6'-8' 2 3 3 9 8'-0" to 10'-0" silt 3 2 10 8'-10' 1 1 3 11 10'-0" to 12'-0" tlgray medium silica sand 1 1 12 10'-12' 1 3 2 13 12'-0" to 30'-0" cemented lime stone 6 7 14 12'-14' 12 11 19 15 15 17 16 14'-16' 18 21 35 17 25 26 18 16-18' 29 31 55 19 32 33 20 18'-20' 31 33 64 21 31 30 22 20'-22' 32 36 62 23 41 43 24 22'-24' 42 45 85 25 42 27 26 24'-26' 48 51 75 27 50 55 28 26-28' 51 50 106 29 52 53 30 End of boring @ 30'-0" 28'-30' 54 51 107 WATER LEVEL: 3'-6" below surface At Date: 04-10-13 Respectfully Submitted, fid ,1 aseem Quadri, P.E. #51481 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. Part I Administrative CHAPTER 1 `/moi rA-- SCOPE AND ADMINISTRATION PART I—SCOPE AND APPLICATION SECTION R104 DUTIES AND POWERS OF THE BUILDING OFFICIAL RESERVED SECTION R101 GENERAL SECTION R105 R101.1 Title. These provisions shall be known as the Florida PERMITS Building Code, Residential and shall be cited as such and will RESERVED be referred to herein as "this code." R101.2 Scope. The provisions of the Florida Building Code. Residential shall apply to the construction, alteration, Move- ment, enlargement, replacement, repair, equipment, use and occupancy, location, removal and demolition of detached one- andtwo-fainily dwellings and townhouses not more than three, stories above Grade plane in height with a separate means of` egress and their accessory structures. Exceptions: 1. Live/work units complying with the requirements of Section 438 of the Florida Building Code, Building shall be permitted to be built as one- and two-family dwellings or townhouses. Fire suppression required by Section 438.5 of the Florida Building Code, Build- ing when constructed under the Florida Building Code, Residential shall conform to Section 903.3.1.3 of the Florida Building Code, Building. Existing buildings undergoing repair, alteration or additions, and change of occupancy shall comply with the Florida Building Code, Existing Building. R101.2.1 The provisions of Chapter 1, Florida Building Code, Building, shall govern the administration and enforcement of the Florida Building Code, Residential. ?. R101.3 Intent. Reserved. SECTION R102 APPLICABILITY RESERVED PART II—ADMINISTRATION AND ENFORCEMENT SECTION R106 CONSTRUCTION DOCUMENTS RESERVED SECTION R107 TEMPORARY STRUCTURES AND USES RESERVED SECTION R108 FEES RESERVED SECTION R109 INSPECTIONS RESERVED SECTION R110 CERTIFICATE OF OCCUPANCY RESERVED SECTION R111 SERVICE UTILITIES RESERVED SECTION R112 BOARD OF APPEALS RESERVED SECTION R103 SECTION R113 DEPARTMENT OF BUILDING SAFETY VIOLATIONS RESERVED RESERVED 2010 FLORIDA BUILDING CODE — RESIDENTIAL 1.1 STRUCTURAL DESIGN SECTION 1612 FLOOD LOADS 1612.1 General. Within flood hazard areas as established in Section 1612.3, all new construction of buildings, structures and portions of buildings and structures, including substantial improvement and restoration of substantial damage to buildings and structures, shall be designed and constructed to resist the effects of flood hazards and flood loads. For buildings that are located in more than one flood hazard area, the provisions asso- ciated with the most restrictive flood hazard area shall apply. 1612.2 Definitions. The following words and terms shall, for the purposes of this section, have the meanings shown herein. BASE FLOOD. The flood having a 1 -percent chance of being equaled or exceeded in any given year. BASE FLOOD ELEVATION. The elevation of the base flood, including wave height, relative to the National Geodetic Vertical Datum (NGVD), North American Vertical Datum (NAVD) or other datum specified on the Flood Insurance Rate Map (FIRM). BASEMENT. The portion of a building having its floor subgrade (below ground level) on all sides. This definition of "Basement" is limited in application to the provisions of Section 1612 (see `Basement" in Section 502.1). DESIGN FLOOD. The flood associated with the greater of the following two areas: 1. Area with a flood plain subject to a 1 -percent or greater chance of flooding in any year; or 2. Area designated as a flood hazard area on a commu- nity's flood hazard map, or otherwise legally designated. DESIGN FLOOD ELEVATION. The elevation of the "design flood," including wave height, relative to the datum specified on the community's legally designated flood hazard map. In areas designated as Zone AO, the design flood eleva- tion shall be the elevation of the highest existing grade of the building's perimeter plus the depth number (in feet) specified on the flood hazard map. In areas designated as Zone AO where a depth number is not specified on the map, the depth number shall be taken as being equal to 2 feet (610 mm). DRY FLOODPROOFING. A combination of design modifi- cations that results ill a building or structure, including the atten- dant utility and sanitary facilities, being water tight with walls substantially impermeable to the passage of water and with structural components having the capacity to resist loads as iden- tified in ASCE 7. EXISTING CONSTRUCTION. Any buildings and structures for which the "start of construction" commenced before the effective date of the community's first flood plain management code, ordinance or standard. "Existing construction" is also referred to as "existing structures." EXISTING STRUCTURE. See "Existing construction." FLOOD or FLOODING. A general and temporary condition of partial or complete inundation of normally dry land from: 1. The overflow of inland or tidal waters. 16.32 2. The unusual and rapid accumulation or runoff of surface waters from any source. FLOOD DAMAGE -RESISTANT MATERIALS. Any con- struction material capable of withstanding direct and pro- longed contact with floodwaters without sustaining any damage that requires more than cosmetic repair. FLOOD HAZARD AREA. The greater of the following two areas: 1. The area within a flood plain subject to a 1 -percent or greater chance of flooding in any year. 2. The area designated as a flood hazard area on a commu- nity's flood hazard map, or otherwise legally designated. FLOOD HAZARD AREA SUBJECT TO HIGH -VELOC- ITY WAVE ACTION. Area within the flood hazard area that is subject to high -velocity wave action, and shown on a Flood Insurance Rate Map (FIRM) or other flood hazard map as Zone V, VO, VE or V1-30. FLOOD INSURANCE RATE MAP (FIRM). An official map of a community on which the Federal Emergency Manage- ment Agency (FEMA) has delineated both the special flood haz- ard areas and the risk premium zones applicable to the community. FLOOD INSURANCE STUDY. The official report provided by the Federal Emergency Management Agency containing the Flood Insurance Rate Map (FIRM), the Flood Boundary and Floodway Map (FBFM), the water surface elevation of the base flood and supporting technical data. FLOODWAY. The channel of the river, creek or other water- course and the adjacent land areas that must be reserved in order to discharge the base flood without cumulatively increas- ing the water surface elevation more than a designated height. LOCAL FLOODPLAIN MANAGEMENT ORDINANCE. An ordinance or regulation adopted pursuant to the authority granted to local governments by Title 44 Code of Federal Regu- lations, Sections 59 and 60 for participation in the National Flood Insurance Program. LOWEST FLOOR. The floor of the lowest enclosed area, including basement, but excluding any unfinished or flood -resistant enclosure, usable solely for vehicle parking, building access or limited storage provided that such enclosure is not built so as to render the structure in violation of this sec- tion. SPECIAL FLOOD HAZARD AREA. The land area subject to flood hazards and shown on a Flood Insurance Rate Map or other flood hazard map as Zone A, AE, A ] -30, A99. AR, AO, AH, V, VO, VE or V1-30. START OF CONSTRUCTION. The date of issuance for new construction and substantial improvements to existing struc- tures, provided the actual start of construction, repair, recon- struction, rehabilitation, addition, placement or other improvement is within 180 clays after the date of issuance. The actual start of construction means the first placement of perma- nent construction of a building (including a manufactured home) on a site, such as the pouring of a slab or footings, instal- lation of pilings or construction of columns. 2010 FLORIDA BUILDING CODE — BUILDING Permanent construction does not include land preparation (such as clearing, excavation, grading or filling), the installa- tion of streets or walkways, excavation for a basement, foot- ings, piers or foundations, the erection of temporary forms or the installation of accessory buildings such as garages or sheds not occupied as dwelling units or not part of the main building. For a substantial improvement, the actual "start of construc- tion" means the first alteration of any wall, ceiling, floor or other structural part of a building, whether or not that alteration affects the external dimensions of the building. SUBSTANTIAL DAMAGE. Damage of any origin sustained by a structure whereby the cost of restoring the structure to its before -damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred. SUBSTANTIAL IMPROVEMENT. Any repair, reconstruc- tion, rehabilitation, addition or improvement of a building or structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the improvement or repair is started. If the structure has sustained substantial damage, any repairs are considered substantial improvement regardless of the actual repair work performed. The term does not, however, include either: 1. Any project for improvement of a building required to correct existing health, sanitary or safety code violations identified by the building official and that are the mini- mum necessary to assure safe living conditions. 2. Any alteration of a historic structure provided that the alteration will not preclude the structure's continued designation as a historic structure. 1612.3 Establishment of flood hazard areas. To establish flood hazard areas, the applicable governing authority shall, by local floodplain management ordinance, adopt a flood hazard map and supporting data. The flood hazard map shall include, at a minimum, areas of special flood hazard as identified by the Federal Emergency Management Agency in an engineering report entitled "The Flood Insurance Study for [INSERT NAME OF JURISDICTION]," dated [INSERT DATE OF ISSU- ANCE], as amended or revised with the accompanying Flood Insurance Rate Map (FIRM) and Flood Boundary and Floodway Map (FBFM) and related supporting data along with any revi- sions thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this Section. 1612.3.1 Design flood elevations. Where design flood ele- vations are not included in the flood hazard areas estab- lished in Section 1612.3, or where floodways are not designated, the building official is authorized to require the applicant to: 1. Obtain and reasonably utilize any design flood eleva- tion and floodway data available from a federal, state or other source; or 2. Determine the design flood elevation and/or floodway in accordance with accepted hydrologic and hydraulic engineering practices used to define special flood hazard areas. Determinations shall be undertaken by a registered design professional who 2010 FLORIDA BUILDING CODE — BUILDING STRUCTURAL DESIGN shall document that the technical methods used reflect currently accepted engineering practice. 1612.3.2 Determination of impacts. In riverine flood haz- ard areas where design flood elevations are specified but floodways have not been designated, the applicant shall pro- vide a floodway analysis that demonstrates that the pro- posed work will not increase the design flood elevation more than 1 foot (305 mm) at any point within the jurisdic- tion of the applicable governing authority. e1612.4.Designmand construction._The design and construction of buildings and structures Located in flood hazard areas, includ- ing flood liazafd areas subject to High -velocity wave action, shall be in accordance with Chapter 5 of ASCE 7 and with ASCE 24. 1612.5 Flood hazard documentation. The following docu- mentation shall be prepared and sealed by a registered design professional and shall be submitted to the building official: 1. For construction in flood hazard areas not subject to high -velocity wave action: 1.1 The elevation of the lowest floor, including base- ment, as required by the foundation inspection and the final inspection in Section 110.3. 1.2. For fully enclosed areas below the design flood ele- vation where provisions to allow for the automatic entry and exit of floodwaters do not meet the mini- mum requirements in Section 2.6.2.1, ASCE 24, con- struction documents shall include a statement that the design will provide for equalization of hydrostatic flood forces in accordance with Section 2.6.2.2 of ASCE 24. 1.3. For dry floodproofed nonresidential buildings, con- struction documents shall include a statement that the dry floodproofing is designed in accordance with ASCE 24. 2. For construction in flood hazard areas subject to high -velocity wave action: 2.1 The elevation of the bottom of the lowest horizontal structural member as required by the foundation inspection and the final inspection in Section 110.3. 2.2 Construction documents shall include a statement that the building is designed in accordance with ASCE 24, including that the pile or column founda- tion and building or structure to be attached thereto is designed to be anchored to resist flotation, collapse and lateral movement clue to the effects of wind and flood loads acting simultaneously on all building components, and other load requirements of Chapter 16. 2.3 For breakaway walls designed to resist a nominal load of less than 10 psf (0.48 kN/m'-) or more than 20 psf (0.96 kN/m2), construction documents shall include a statement that the breakaway wall is designed in accordance with ASCE 24. 16.33 "i CREATED AS REINSPECTION FOR INSP-199277. fft O.K. 1. MIAMI DADE COUNTY IMPACT FEE REVIEW REQUIRED. O.K. 2. PROVIDE LEVEL OF ALTERATION BASED ON FBC 2010 FOR EXISTING BUILDINGS. - i. 3. PROVIDE SURVEY AND ELEVATION CERTIFICATE LESS THAN 1 YEAR OLD, SIGNED AND SEAL BY A STATE c.>D OF FLORIDA LICENSE SURVEYOR. J: **ELEVATION CERTIFICATE PROVIDED IS INCORRECT AND IS MISSING INFORMATION. THE ELEVATION g g 4 CERTIFICATE SHOULD BE COMPLETED USING FEMA GUIDE LINES. r — s H O.K. 4. SPECIFY CORRECT VERSION OF CODES USE ON THE DESIGN OF THE BUILDING. O.K. 5. SCOPE OF WORK DEPICTED ON THE PERMIT APPLICATION DOES NOT MATCH WITH THE SCOPE OF WORK ON THE PLANS. 6. BASE ON THE INFORMATION PROVIDED ON THE PLANS THE ELEVATOR WILL PROVIDE ACCESS TO THE ROOF TOP. PROVIDE DETAIL AND SPECIFICATION OF THE EXISTING ROOF SYSTEM. MAKE SURE THAT THE SYSTEM COULD BE USE AS A WALKING SURFACE IF NOT PROVIDE SYSTEM THAT WILL COMPLY. SHOW ELEVATIONS OF PARAPET WALLS. GUAPVID RAI REQQUIRED TO 42" AFF. _. /do k 0,2&A®ra (. re''. k M ' 4 S� ' (-�... (Ivey GwC Y`c. ,,IE . - ' was w 31..4.1427k 4"- d S t � r.✓ **PROVIDE DETAIL, SPECIFICATIONS AND PRODUCT APPROVAL FOR DYNA TREAD ROOF WALKING SURFACE. ** SAFEGUARD SHOULD COMPLY WITH SECTION R4403.7.3 OF FBC 2010 RESIDENTIAL. COTE: ELEVATORS SHOULD BE REVIEW BY THE MIAMI DADE COUNTY ELEVATOR SECTION. 7. SEE STRUCTURAL REVIEWERS COMMENTS. wee.a,av, A -1"/ /good, /44-J . do -,C 5/41 i f 2 did, 7 ole spa.!"efe-0 Chapter 399 Section 02 - 2012 Florida Statutes - The Florida Senate Page 1 of 6 The Florida Senate • Home Daily Digest Calendar Filed Today Bill Actions Spotlights 1. Protecting Florida's Children 2. Happy Holidays 3. Website Enhancements 4. 2013 Florida Statutes Now Available • Senators Senator List Find Your Legislators District Maps Vote Disclosures • Committees Committee List Committee Publications • Session Bills Help Searching Bills Calendars Journals Reports Appropriations Executive Appointments Executive Suspensions http://www.flsenate.gov/laws/statutes/2012/399.02 12/20/2013 Chapter 399 Section 02 - 2012 Florida Statutes - The Florida Senate Page 2 of 6 Redistricting • Laws Statutes Help Searching Statutes Constitution Laws of Florida Order - Legistore • Media Video Broadcast Schedule Press Releases Publications Videos Photos Speeches Topics • About Historical Information Opportunities Senate Kids Visit Us Contact Us Award • Offices President's Office Majority Office http://www.flsenate.gov/laws/statutes/2012/399.02 12/20/2013 Chapter 399 Section 02 - 2012 Florida Statutes - The Florida Senate Page 3 of 6 Minority Office Secretary's Office • Reference Glossary FAQ Help Site Search Tips Publications Links Archives Advisory Opinions Public Records • Tracker Login Sign Up Tracker Help 2012 Florida Statutes Title XXIX PUBLIC HEALTH Chapter 399 ELEVATOR SAFETY Entire Chapter SECTION 02 General requirements. 399.02 General requirements.— (1) The Elevator Safety Technical Advisory Committee shall develop and submit to the Director of Hotels an Restaurants proposed revisions to the elevator safety code so that it is the same as or similar to the latest editions ASME A17.1, ASME A17.3, and ASME A18.1. (2) This chapter covers the design, construction, operation, inspection, testing, maintenance, alteration, and r of the following equipment and its associated parts and hoistways: (a) Hoisting and lowering mechanisms equipped with a car or platform which move between two or more landings. This equipment includes, but is not limited to, elevator's, platform lifts, and stairway chairlifts. (b) Power -driven stairways and walkways for carrying persons between landings. This equipment includes, not limited to, escalators and moving walks. http://www.flsenate.gov/laws/statutes/2012/399.02 12/20/2013 , Chapter 399 Section 02 - 2012 Florida Statutes - The Florida Senate Page 6 of 6 Senators • Senator List • Find Your Legislators • District Maps • Vote Disclosures Committees • Committee List • Committee Publications Search • Bill Search Tips • Statute Search Tips • Site Search Tips Session • Bills • Calendars • Journals • Reports • Appropriations • Executive Appointments • Executive Suspensions • Redistricting Laws • Statutes • Constitution • Laws of Florida • Order - Legistore Media • Press Releases • Publications • Videos • Photos • Speeches • Topics • Video Broadcast Schedule About • Historical Information • Opportunities • Senate Kids • Visit Us • Contact Us • Award Offices • Presidents Office • Majority Office • Minority Office • Secretary's Office Reference • Glossary • FAQ • Help • Publications • Links • Archives • Advisory Opinions • Public Records Connect with the Senate • Facebook • Picasa • Twitter • RSS Senate Tracker • Login • Sign Up • Tracker Help Plug -ins • Adobe Acrobat Reader • WinZip Disclaimer: The information on this system is unverified. The journals or printf bills of the respective chambers should be consulted for official purposes. Copyright © 2000- 2013 State of Florida. http://www.flsenate.gov/laws/statutes/2012/399.02 12/20/2013 Chapter 399 Section 02 - 2012 Florida Statutes - The Florida Senate Page 4 o -f,6 , , (c) Hoisting and lowering mechanisms equipped with a car which serves two or more landings and is restric the carrying of material by its limited size or limited access to the car. This equipment includes, but is not limitec dumbwaiters, material lifts, and dumbwaiters with automatic -transfer devices. (3) Equipment not covered by this chapter includes, but is not limited to: (a) Personnel hoists and material hoists within the scope of ASME A10, as adopted by the Florida Building C (b) Man lifts within the scope of ASME A90.1, as adopted by the Florida Building Code. (c) Mobile scaffolds, towers, and platforms within the scope of ANSI A92, as adopted by the Florida Building Code. (d) Powered platforms and equipment for exterior and interior maintenance within the scope of ASME A120 adopted by the Florida Building Code. (e) Conveyors and related equipment within the scope of ASME B20.1, as adopted by the Florida Building C. (f) Cranes, derricks, hoists, hooks, jacks, and slings within the scope of ASME B30, as adopted by the Florida Building Code. (g) Industrial trucks within the scope of ASME B56, as adopted by the Florida Building Code. (h) Portable equipment, except for portable escalators that are covered by the Florida Building Code. (i) Tiered or piling machines used to move materials to and from storage located and operating entirely with story. (j) Equipment for feeding or positioning materials at machine tools and printing presses. (k) Skip or furnace hoists. (1) Wharf ramps. (m) Railroad car lifts or dumpers. (n) Line jacks, false cars, shafters, moving platforms, and similar equipment used for installing an elevator b: contractor licensed in this state. (o) Automated people movers at airports. (p) Elevators in television and radio towers. (q) Hand -operated dumbwaiters. (r) Sewage pump station lifts. (s) Automobile parking lifts. (t) Equipment covered in s. 1.1.2 of the Elevator Safety Code. (u) Elevators, inclined stairway chairlifts, and inclined or vertical wheelchair lifts,located in:private resident (4) Each elevator shall have a serial number assigned by the department painted on or attached to the elevate in plain view and also to the driving mechanism. This serial number shall be shown on all required certificates ai permits. (5)(a) The construction permitholder is responsible for the correction of violations and deficiencies until the elevator has been inspected and a certificate of operation has been issued by the department. The construction permitholder is responsible for all tests of new and altered equipment until the elevator has been inspected and certificate of operation has been issued by the department. (b) The elevator owner is responsible for the safe operation, proper maintenance, and inspection and correcti code deficiencies of the elevator after a certificate of operation has been issued by the department. The responsib of the elevator owner may be assigned by lease. (6)(a) The department is empowered to carry out all of the provisions of this chapter relating to the inspectio regulation of elevators and to enforce the provisions of the Florida Building Code. The division shall adopt rules administer this chapter. http://www.flsenate.gov/laws/statutes/2012/399.02 12/20/2013 Chapter 399 Section 02 - 2012 Florida Statutes - The Florida Senate Page 5 of .6 , (b) In order to perform its duties and responsibilities under this section, the division may enter and have reasonable access to all buildings and rooms or spaces in which an existing or newly installed conveyance and equipment are located. (7) The Elevator Safety Technical Advisory Committee shall annually review the provisions of the Safety Coy Elevators and Escalators ASME A17.1, ASME A18.1, or other related model codes and amendments thereto, concurrent with the update of the Florida Building Code and recommend to the Florida Building Commission revisions to the Florida Building Code to maintain the protection of the public health, safety, and welfare. (8) The division may grant variances for undue hardship pursuant to s. 120.542 and the rules adopted under section. Such rules must include a process for requests for variances. The division may not grant a request for a variance unless it finds that the variance will not adversely affect the safety of the public. 1(9) Updates to the Safety Code for Existing Elevators and Escalators, ASME A17.1 and A17.3, which require II Firefighters' Service on elevators may not be enforced until July 1, 2015, or until the elevator is replaced or reqi major modification, whichever occurs first, on elevators in condominiums or multifamily residential buildings, including those that are part of a continuing care facility licensed under chapter 651, or similar retirement comm with apartments, having a certificate of occupancy by the local building authority that was issued before July 1, This exception does not prevent an elevator owner from requesting a variance from the applicable codes before c after July 1, 2015. This subsection does not prohibit the division from granting variances pursuant to s. 120.542 al subsection (8). The division shall adopt rules to administer this subsection. History. -s. 2, ch. 24096, 1947; s. 2, ch. 57-227; ss. 16, 35, ch. 69-106; ss. 2, 3, 4, ch. 71-228; s. 1, ch. 74-17; s. 4, ch. 77-109; s. 3, ch. 78-235; 81-120; s. 2, ch. 81-318; ss. 2, 16, 17, ch. 83-145; s. 2, ch. 90-73; ss. 2, 8, ch. 93-16; s. 224, ch. 96-406; s. 24, ch. 2000-141; ss. 7, 34, ch. 2001-186; ch. 2001-372; s. 4, ch. 2002-293; s. 7, ch. 2002-299; s. 2, ch. 2010-110; s. 1, ch. 2010-174; s. 2, ch. 2010-176. 1Note. - A. As enacted by s. 2, ch. 2010-176. For a description of multiple acts in the same session affecting a statutory provision, see prefac Florida Statutes, "Statutory Construction." Subsection (9) was also added by s. 2, ch. 2010-110, and that version reads: (9) Updates to the code requiring modifications for Phase II Firefighters' Service on existing elevators, as amended into the Safety C Existing Elevators and Escalators, ASME A17.1 and A17.3, may not be enforced on elevators in condominiums or multi -family res buildings, including those that are part of a continuing care facility licensed under chapter 651 or similar retirement communi apartments, issued a certificate of occupancy by the local building authority as of July 1, 2008, for 5 years or until the elevator is rep] requires major modification, whichever occurs first. This exception does not apply to a building for which a certificate of occupancy wa after July 1, 2008. This exception does not prevent an elevator owner from requesting a variance from the applicable codes before or e expiration of the 5 -year term. This subsection does not prohibit the division from granting variances pursuant to s. 120.542 and subsec The division shall adopt rules to administer this subsection. B. As enacted by s. 2, ch. 2010-176. For a description of multiple acts in the same session affecting a statutory provision, see prefac Florida Statutes, "Statutory Construction." Substantially similar material was created as subsection (8) by s. 1, ch. 2010-174, and redesign subsection (9) by the editors, and that version reads: (9) Updates to the code requiring modifications for Phase II Firefighters' Service on existing elevators, as amended into the Safety C Existing Elevators and Escalators, ASME A17.1 and A17.3, may not be enforced on elevators in condominiums, cooperatives, or mul residential buildings issued a certificate of occupancy by the local building authority as of July 1, 2008, for 5 years or until the ele replaced or requires major modification, whichever occurs first. This exception does not apply to a building for which a certif occupancy was issued after July 1, 2008. This exception does not prevent an elevator owner from requesting a variance from the ap codes before or after the expiration of the 5 -year term. This subsection does not prohibit the division from granting variances pursua 120.542. The division shall adopt rules to administer this subsection. Home http://www.flsenate.gov/laws/statutes/2012/399.02 12/20/2013 From MobiTech 3000 LLC 1.617.300.8862 Mon Jun 16 19:06:42 2014 EST Page 2 of 2 r CERTIFICATE OF LIABILITY INSURANCEDATE 06/16/14 D/vrvv) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on This certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Eguino & Associates 7229 Cora) Way Miami, FL 33155 Phone (305) 266-1700 Fax (305) 267-1197 CONTACT NAME: MARITZA INCLAN PHONE 305 266 1700- FAX ((EA_ C No FYtI ( ) IA/C. No): ADDRESS: Mindan@equino.com PRODUCER CUSTOMER ID is INSURER(S) AFFORDING COVERAGE NAIC x INSURED Alltech Plumbing, Inc 2520 SW 22nd Street, Suite 2408 Miami, FL 33145- (305) 345-4368 INSURER A : GRANADA INSURANCE COMPANY 0185FL00022304 INSURER B : 10/22/2014 INSURER C: $ 300,000 INSURER D : $ 100,000 INSURER E: $ 5,000 INSURER F : $ 300,000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS AIII GENERAL LIABILITY M COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS -MADE 1/ OCCUR 0185FL00022304 10/22/2013 10/22/2014 EACH OCCURRENCE $ 300,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 100,000 MED EXP (Any one parson) $ 5,000 PERSONAL B ADV INJURY $ 300,000 ❑ GENERAL AGGREGATE $ 300,000 GEN'L AGGREGATE LIMIT APPLIES PER: V POLICY • PRO- • LOC JECT PRODUCTS - COMP/OPAGG $ 300,000 $ AUTOMOBILE LIABILITY ❑ ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ • ALL OWNED AUTOS BODILY INJURY (Per accident) $ ❑ SCHEDULED AUTOS ❑ HIRED AUTOS • NON -OWNED AUTOS PROPERTY DAMAGE (Per accident) $ $ $ ❑ ■ UMBRELLA UAB • OCCUR ❑ EXCESS UAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ Fl DEDUCTIBLE l RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' UABILITY Y/ N N / A ❑ STATU- MTS m OTH FR - E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? C E.L. DISEASE - EA EMPLOYE $ (Mandatory In NH) 11 yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE- POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, i1 more space Is required) PLUMBING CONTRACT ER CANCELLATION MIAMI SHORE VILLAGE 10050 NE 2 AVE MIAMI,FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE MARITZA INCLAN ACORD 25 (2009/09) QF 01988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD D DRAWING TITLE: PROPOSED REINFORCEMENT BARS FOR SLAB OR PARAPET WALL i OPENING BLOCK OUT, OT GREATER THAN I' - O" *4 ALL AROUND THE OPENING CONCRETE SLAB OR PARAPET WALL Ld (I' -O" MIN) IF BARS CANNOT EXTEND PROVIDE STD HOOK (TYP.) OPENING REINFORCEMENT DETAIL OPENING REINFORCEMENT DETAIL SC: I" = I' -O" SCALE: AS SHOWN PROJECT: CASSOLA RESIDENCE PROJECT No.: 1018 ACOSTA & ASSOCIATES CONSULTING ENGINEERS, INC. 7626 W 34TH LN, UNIT 203 HIALEAH, FLORIDA 33018 P. 305-979-0830 ' F.305-817-9357 SHEET: 1 OF: 1 REF. DWG. NO.: DATE : 04/15/2014 SKETCH NO.: SKM 1 . • -1 Nestin9 ii'Et 7�°' American Testing Materials Engineering, LLC. cr Testing laboratories -Engineering Inspection Services Chemist - Drilling - Environmental Services February 4, 2014 Bodax Foundations, Inc. 1101 NW 55th Street Ft Lauderdale, FL 33309 Re.: Auger Cast Pile monitoring for Residence located at: 9325 N. Bayshore Drive, Miami Shores, Florida Dear Sir, Pursuant to your request, American Testing Materials Engineering, LLC. conducted Auger Cast Pile monitoring for the above referenced location on February 3, 2014. The work involved installation of four (4) 14" diameter cast in place piles. Monitoring logs as well as the sketch showing location of piles is enclosed along with this letter. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there is any question or comments pertaining to this letter. Respectfully submitted, asee ASCE#51481 Special Ins xo Trshoid Buildings ITAi.dent 5 �' 32`"y4ts rt��e in Geo -Technical, Civil,'S'trriptal+'d Environmental Engineering!! American Testing Materials Engineering, LLC 3876 SW. 30th Ave, Hollywood, Florida 33312/Phone: 954-587-2479/Fax: 954-791-6698 oclestin9 American Testing Materials Engineering, LLC y Testing Laboratories - Engineering Inspection Services - Chemist - Drilling - Environmental Services 3876 SW 30th Avenue, Hollywood, Florida 33312 - Phone: 954-587-2479 Fax: 954-791-6998 REPORT OF AUGERED CAST IN PLACE PILES Page #1 CLIENT BODAX FOUNDATIONS, INC DATE 2/3/2014 ADDRESS: 1101 NW 55th Street, Ft. Lauderdale, FL 33309 PROJECT: RESIDENCE ADDRESS: 9325 North Bayshore Drive, Miami Shores, Florida LOCATION: Pile #s: 1 - 4 1 Serial Number 1 2 3 4 2 Pile Number 1 2 3 4 3 Augered 0 (inches) 14.0 14.0 14.0 14.0 4 Pile Length (feet) 18 18 18 18 5 Theoretical Pile Volume (cf) 19.2 19.2 19.2 19.2 6 Number of pump strokes 71 67 69 75 7 Volume per pump strokes (cf) 0.39 0.39 0.39 0.39 8 Actual pile grout volume (cf) 27.7 26.1 26.9 29.3 9 Actual Volume divided by Theoretical Volume, (8/5) 1.44 1.36 1.40 1.52 10 Reinforcing Size 6, #5 6, #5 6, #5 6, #5 11 Reinforcing Length (ft) 20 20 20 20 12 Grout Truck Number 26089 26089 26089 26089 Remarks: Steel Spec.: 6 #5, Tie #3 @ 4" oc top 1 foor, balance 10 oc full.. Field Rep.: Omar Durrani Respectfully Submitted,a0 � ,,,,,,�/ • c, EN SF• • 4211174 4 Na. 51481 aseem Quadri, P.E. P.174t1481c-myE Special Inspector (Tti eO.bld E0g),#4 54' ," American testing Mate;;als eritg�ig;` , *' 51277,7.6 E27.717. SECTION ,NTR 5•Rs DOWEL DETAIL 44\ SECTION ' • L? C.4S 41\1C.:.% AuGER CAST 1;,_E SCHEDULE 7 ENGIN Car ECNCRE722 • CARREra NE ECM 7.7 7E ea. 7 517.27 RE INFOR15746 SIE,41,KE 4.21.71 TRIG2G7E55 FTG RE SeGI.N Ns a COLUMN SCHEC)ULE ( ET= COLU-724 RENT CRT; NG MARC SIZE VERT EE5 RENARK5 cok,,,-, DE TAI L. 5 1 OM ,72,51•C SCHF_DULE 5 ZE PIE,^,EORCING E, nor NITER, TON ST REE121(00.75 a 5 /AM Netft•EN • EEC 5507.7. 24.• <WE NOT.. I 126 SE5 e.cr.. aro .772277. _J \ \\\ j(t)ECT ON \ a!, N1N. rri.. D°1\1°E1 oesfct= CTE 25.10.112.117.1510151 Na/0/.4.2.09 ELEVATOR IN AN EXISTING SINGLE FAMILY HOME WNW= wool OMAR CASSOLA MINITRINCT-1511•15111 05011121.173•511.5.1 /MICR BUMMING PERMIT nrweronet. CONSIRIJCITON DOCUMEM113 Wm. NISIVIOR: OAR eau 5622.0wel EIHMZEI ACOSTA &ASSOCIATES tatataLIINGENpannmonc. 7.12.7.725211.7.725.7.57 iNALINFAIN RaNSILA•521/.30.. .0212.11 SECTIONS DETAILS & SCHEDULES .62•172•15 S-3 American Testing Materials Engineering, LLC. Testing laboratories — Engineering Inspection Services Chemist — Drilling — Environmental Services February 4, 2014 Bodax Foundations, Inc. 1101 NW 55th Street Ft Lauderdale, FL 33309 Re.: Auger Cast Pile monitoring for Residence located at: 9325 N. Bayshore Drive, Miami Shores, Florida Dear Sir, Pursuant to your request, American Testing Materials Engineering, LLC. conducted Auger Cast Pile monitoring for the above referenced location on February 3, 2014. The work involved installation of four (4) 14" diameter cast in place piles. Monitoring logs as well as the sketch showing location of piles is enclosed along with this letter. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there is any question or comments pertaining to this letter. Respectfully submitted, asee .4•911 : dri, P . ASCE#51481 gj e.ial Ins.; T , shold Buildings Iy dent �� 32�'y� f•F,�a ``� ogee in Geo -Technical, Civil. S uq4 !aie'and Environmental Engineering!! American Testing Materials Engineering, LLC 3876 SW. 30th Ave, Hollywood, Florida 33312/Phone: 954-587-2479/Fax: 954-791-6698 oolestiog4, ��` American Testing Materials Engineering, LLC _Q Testing Laboratories - Engineering Inspection Services - Chemist - Drilling - Environmental Services 3876 SW 30th Avenue, Hollywood, Florida 33312 - Phone: 954-587-2479 Fax: 954-791-6998 REPORT OF AUGERED CAST IN PLACE PILES Pa #1 CLIENT BODAX FOUNDATIONS, INC DATE 2/3/2014 ADDRESS: 1101 NW 55th Street, Ft. Lauderdale, FL 33309 PROJECT: RESIDENCE ADDRESS: 9325 North Bayshore Drive, Miami Shores, Florida LOCATION: Pile #s: 1 - 4 1 Serial Number 1 2 3 4 2 Pile Number 1 2 3 4 3 Augered 0 (inches) 14.0 14.0 14.0 14.0 4 Pile Length (feet) 18 18 18 18 5 Theoretical Pile Volume (cf) 19.2 19.2 19.2 19.2 6 Number of pump strokes 71 67 69 75 7 Volume per pump strokes (cf) 0.39 0.39 0.39 0.39 8 Actual pile grout volume (cf) 27.7 26.1 26.9 29.3 9 Actual Volume divided by Theoretical Volume, (8/5) 1.44 1.36 1.40 1.52 10 Reinforcing Size 6, #5 6, #5 6, #5 6, #5 11 Reinforcing Length (ft) 20 20 20 20 12 Grout Truck Number 26089 26089 26089 26089 Remarks: Steel Spec. : 6 #5, Tie #3 @ 4" oc top 1 foor, balance 10 oc full.. Field Rep.: Omar Durrani Respectfully Sub_ mittede$ttT.1.1 i.r.,.,yo./ F '' a � I.,' , No. 51481 aseem Quadri, P 't5 .481s -ATE of ...4.41 Special Inspector (TIYGel:tbId did ) ##1: C1. $' American testing Mateniaifs�F��ektik,tox,+,04490•00811111000 . °1 Sa i WAGE �cN _II • all:. 0 aTa� oi.TWO Ear 3 SECTION Volitin T1 —�. DOWEL DETAIL .•1 SECTION .,LAC '171744 EEP.OGLIV. =1_E CABS AND AUGER CAST FILE SCHEDULE LENGTH W,O1H RE] OR'CF*. TOP COREr.ARKE TNICK..ESS E G ELEv. COLUMN SCHEDULE CONC. SErE COL,N REiniOR� MARC ¥ER*. i[ES ,. cmirn, Pt.,..r.cnOPf. c✓ TO e.•.. - w COLUI"R. DETAILS prk Or t °s BEAM SCHEDULE AOC TOP QF W5 ZE RE N%ORCPG 9T RAIPS LErn ELEv. D ppt ER, TOP REMARK. TANTEl L • 4 CONOR•0 ST AO /24), SECT ON \J xM. upw.;, -L ...:;"',,Ere �°" -}- SECTIONS j DETAILS 8 'T /. SCHEDULES r.•y D°N°B rx9pn .LIC ELEVATOR IN AN EXISTING SINGLE FAMILY E OMAR CASSOLACA BUILDING PERWT nRatam ooh 0.021.51. SiMSWM ACOSTA & ASSOCIATES S-3 American Testing Materials Engineering, LLC. Testing laboratories — Engineering Inspection Services -Chemist — Drilling — Environmental Services 3876 SW. 30th Avenue, Hollywood, Florida 33312! Office: 954.587.24791 Fax: 954.7916198 ;1 FIELD INSPECTION REPORT Date: May 14, 2014 Client: Miami Skyline Address: 609 NE. 127th Street, North Miami, Florida 33161 Project: Private house Address: 9325 N. Bayshore Drive, Miami Shores, Florida Type of Inspection: steel reinforcement inspection JOB DESCRIPTION: PERMIT #: American Materials Testing Engineering (ATM) representatives performed a steel reinforcement inspection at the above mentioned address. The inspection consisted on the following: -masonry fill cells for new elevator and garbage room located at south elevation of the existing house. Ground level (1st floor) to roof level. -Rebars tie downs INSPECTION RESULTS: Clean and remove loose debris before pouring concrete. Inspection was approved. INSPECTOR: ALC Typed by: BM %11 utif oosstt,/4/1/ ‘0‘%%"1, ,"" ,Qi Respectfully submitted by: \GNS�' • • �f °, 51481 = .� •� Ste• = W eem Quadri, P.E. #51481 • ,o STATF OF ..:4tcecial Inspector — Threshold Building FLOR�a:�a�� FS• ,��. • American Testing Materials Engineering, LLC. Testing laboratories — Engineering Inspection Services .Chemist — Drilling — Environmental Services 3876 SW. 30th Avenue, Hollywood, Florida 333121 Office: 95448724791 Fax: 9547914198 FIELD INSPECTION REPORT Date: May 14, 2014 Client: Miami Skyline Address: 609 NE. 127th Street, North Miami, Florida 33161 Project: Private house Address: 9325 N. Bayshore Drive, Miami Shores, Florida Type of Inspection: steel reinforcement inspection JOB DESCRIPTION: PERMIT #: American Materials Testing Engineering (ATM) representatives performed a steel reinforcement inspection at the above mentioned address. The inspection consisted on the following: -masonry fill cells for new elevator and garbage room located at south elevation of the existing house. Ground level (1st floor) to roof level. -Rebars tie downs INSPECTION RESULTS: Clean and remove loose debris before pouring concrete. Inspection was approved. INSPECTOR: ALC Typed by: BM 1111I11MIN* Ai f*, No 51481 • Respectfully submitted by: f1C STATS OF 'Q •'• . WQseem Quadri, P.E. #51481 ecial Inspector — Threshold Building Johns Manville DynaTredm' Roof Walkway DynaTred' Plus RgsfWalkway Description DynaTred and DynaTred Plus are preformed, skid -resistant boards consisting of modified asphalt, reinforcements and fill- ers with a ceramic granule surface on both sides. They are durable, resilient and maintenance free. Use DynaTred and DynaTred Plus can be installed over built-up and modified bitumen roofing systems to provide an integral, skid - resistant walkway for demanding service access needs. Over smooth or mineral -surfaced roofs, or prior to graveling, install DynaTred and DynaTred Plus in either a full bed of hot asphalt or MBR® Utility Cement. If installed in hot asphalt, use the same asphalt recommended for use with the BUR or modified bitumen membrane. All four comers of each piece should be fully and firmly set prior to walking on the board. Leave a minimum of 1" (2.54 cm) open space in all directions between walkway boards to provide for drainage of the roofing system. DynaTred and DynaTred Plus are not recommended for use on slopes in excess of 2" per foot (167 mm/m). Advantages • Long-lasting roof protection. • Skid -resistant surface. • Durable, resilient and maintenance free. • Can be easily cut with a heavy-duty utility knife or circular saw with a carbide -tipped blade. Typical Physical Properties Thickness DynaTred 5/6" (7.94 mm) DynaTred Plus 1,4 (1.27 cm) Dimensions Width 32" (81.28 cm) ±'/i' (6.35 mm) Length 32" (81.28 cm) ±'/i' (6.35 mm) Color BlackANhite or White/White Water Absorption <0.5% Sizes 32" x 32" (81.28 cm x 81.28 cm) Refer to the Material Safety Data Sheet and product label prior to using this product. RS -4117 12-08 (Replaces 1-06 V2) • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Johns Manville Corporation 717 17th Street Denver, CO 80202 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade. eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. CDESCRIPTION: Johns ManvilriModified Bitumen Roofing Systems over_Concrete Deck._. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 12-0203.08 and consists of pages 1 through 40. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI-DADE COUNTY APPROVED NOf N .: 13-0129.20 — JEffpiration Date: 07/19/16 j 4 Approval Date: 06/27/13. �+J Page 1 of 40 ROOFING SYSTEM APPROVAL Category: Sub -Category: Materials: Deck Type: Maximum Design Pressure: Roofing Modified Bitumen SBS Concrete -536.5 psf. [ DA_E NAMES OF PRODUCTS MANUFACTURED OR LABELED, BY APPLICANT: Product DynaBase DynaWeld Base DynaWeld 180 S Base DynaWeld Cap FR CR DynaGlas FR CR DynaGlas DynaWeld Cap FR DynaWeld Cap 180 FR DynaGlas 30 FR DynaGlas FR DynaKap T1 DynaKap FR TI MIAMI RADE COUNTY APPROVED TABLE 1 ------ Test T._..__ Test Dimensions Specification 54'-10" x 36" ASTM D6163 Type I Grade S 39'-3/8" x 32'-10" ASTM D6163 Type I Grade S 39-3/8" x 32'-10" 39'-3/8" x 32'-10" roll weight: 120 lbs. 39-3/8" x 32'-10"; roll weight: 101 lbs. 39-3/8" x 32'-10" 39'-3/8" x 32'-10" 39-3/8" x 32'-10" 39-3/8" x 32'-10" 39-3/8" x 32'-10" 39-3/8" x 32'-10" 39-3/8" x 32'-10" ASTM D6164 Type I Grade S ASTM D6163 Type I Grade G ASTM D6163 Type I Grade G ASTM D6163 Type I Grade G ASTM D6163 Type I Grade G ASTM D6164 Type I Grade G ASTM D6163 Type I Grade G ASTM D6163 Type I Grade G ASTM D6162 Type I Grade G ASTM D6162 Type I Grade G Product Description An SBS modified bitumen coated, fiber glass reinforced base sheet. An SBS modified bitumen coated, fiberglass reinforced base sheet for heat welded applications. An elastomeric modified bitumen coated, 180 gram, nonwoven polyester mat and bi- directional glass scrim reinforced, base sheet for heat welded applications. A fire resistant, cool roof (CR), SBS modified bitumen membrane surfaced with granules for heat weld applications. A fire resistant, cool roof (CR), SBS modified bitumen membrane surfaced with granules for application in hot asphalt. An SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fire resistant SBS modified bitumen membrane surfaced with granules for heat weld applications. A fire resistant, 180 gram polyester reinforced, SBS modified bitumen sheet. A fire resistant SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fire resistant SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fiberglass/polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A fire resistant, fiberglass/ polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 2 of 40 Test Product Dimensions Specification DynaLastic 180 39-3/8" x 32'-10" ASTM D6164 Type I Grade G DynaLastic 180 FR 39-3/8" x 32'-10" ASTM D6164 Type I Grade S DynaLastic 180 S 37" x 36'-9" ASTM D6164 Type I Grade S DynaPly TI . 39-3/8" x 32'-10" ASTM D6162 Type II Grade S DynaLastic 250 39-3/8" x 32'-10" ASTM D6164 Type II Grade G DynaLastic 250 FR 39-3/8" x 32'-10". ASTM D6164 Type II Grade G DynaLastic 250 S 39-3/8" x 32'-10" ASTM D6164 Type II Grade S DynaMax FR 39-3/8" x 32'-10" ASTM D6162 Type III Grade G DynaClad DynaBase XT DynaGlas FR XT GlasKap GlasKap CR Ventsulation Felt GlasBase Plus 39-3/8" x 33'-6" ASTM D6298 39-3/8" x 49'-2" 39-3/8" x 32'-10" 36"x36' 36" x 36' 36"x36' ASTM D6163 Type I Grade S ASTM D6163 Type I Grade S ASTM D3909 ASTM D3909 ASTM D4897 Type II 36" x 108' ASTM D4601 Product Description A 180 gram polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. A 180 gram polyester mat reinforced, granular -surfaced, modified bitumen cap sheet for use in fire -rated systems. A 180 gram polyester mat reinforced, modified bitumen cap sheet for use in fire - rated systems. A polyester reinforced SBS modified bitumen ply sheet for use in conventional and modified bitumen built-up roof systems. A 250 gram polyester mat reinforced, granular -surfaced, modified bitumen cap sheet. A 250 gram polyester mat reinforced, granular -surfaced, modified bitumen cap sheet for use in fire -rated systems. A 250 gram polyester reinforced, SBS modified bitumen Base/Ply sheet for use as a base or ply sheet only. A fire resistant, fiberglass/ polyester reinforced SBS modified bitumen membrane surfaced with granules for application in hot asphalt. An aluminum foil faced, glass reinforced, SBS modified membrane for application in hot asphalt. A heavyweight glass reinforced SBS Base/Ply sheet. A heavyweight glass reinforced granular surfaced SBS Cap sheet. A mineral surfaced, asphalt coated, fiberglass cap sheet. A white mineral surfaced, white acrylic coated, fiberglass cap sheet. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. Type II asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 3 of 40 Product GlasPly IV Dimensions 36" x 200' GlasPly Premier 36" x 180' PermaPly 28 36" x 108' FesCant Plus Cant various Strips, and Taper Edge MBR Flashing N/A Cement Base and Activator MBR Bonding N/A Adhesive JM Two Part N/A Urethane Insulation Adhesive Bestile Industrial various Roof Cement Flex -I -Drain various PC/PET RetroDrain USII RetroDrain SuperDome RetroDrain FP -10 Vents Expand -O -Guard MIAMI-DADE COUNTY APPROVED various various various 10" deck flange, base diameter of 4" and a height of 6" various Test Specification ASTM D2178 Type IV ASTM D2178 Type VI ASTM D4601 Type II ASTM C728 Proprietary Proprietary Proprietary ASTM D4586, Type 1 BOCA 76-61 SBCCI 89204 UBC 3236 N/A N/A N/A N/A N/A Product Description Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built-up roofmg. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built-up roofmg. Type IT asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. Factory pre -fabricated cant strips and taper edge, manufactured from expanded perlite insulation. A two component elastomeric, cold application adhesive, consisting of a modified proprietary compound with an asphalt base. A two component urethane cold application adhesive. A two-part urethane insulation adhesive A trowel grade, cutback bitumen flashing grade cement mixture including inorganic fibers and mineral stabilizers. Two piece flexible drain system composed of a Noryl deck flange, a flexible neoprene bellows and no hub connection. Available in various sizes and styles for most Retro - Fit Board applications. Engineered resin copolymer fabricated drain for retrofit applications. One piece, aluminum fabricated drain for retrofit applications. Cast aluminum, heavy-duty drain for retrofit applications. One-way roof vent, designed for use in various roof systems, for the release of pressure created by gases or moisture vapor trapped within the roofing system. Elastomeric expansion joint cover for vertical expansion and seismic joints. Manufactured from non -reinforced, form - supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 4 of 40 Product Expand -O -Flash Presto -Lok Fascia and Flashing System rDynaTred & r Dyi TredIP1us 1 Ll Roof Walkway —7 Test Product Dimensions Specification Description various N/A Expansion joint covers manufactured from non -reinforced, form -supported elastomeric bellows with a bifurcated waterproof attachment to metal flanges. various TAS 114 A multi -piece fascia and flashing system for built-up and modified bitumen roofing systems manufactured from aluminum or steel. various -7 !N/Ar Preforme skid-resistantboa ds '` APPROVED INSULATIONS: Product Name ENRGY 3 Fesco Foam, DuraFoam Retro -Fit Board, DuraBoard Fesco Board SECUROCK Gypsum -Fiber Roof Board MIAMIUADE COUNTY APPROVED TABLE 2 Product Description Polyisocyanurate Insulation. Polyisocyanurate Insulation with perlite facer High-density perlite roof insulation. Rigid perlite roof insulation board. Rigid, gypsum -based board stock Manufacturer (With Current NOA) Johns Manville Johns Manville Johns Manville Johns Manville USG Corp. NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 5 of 40 APPROVED FASTENERS: Fastener Number Product Name 1. All Purpose Fastener 2. JM Structural Concrete Fastener 3. UltraFast Metal Plate 4. UltraFast Plastic Plate 5. CD -10 6. OMG Heavy Duty (#14) 7. ASAP Roofgrip 8. 3" Round Metal Plate 9. OMG Plastic Plate 10. High Load Fasteners and Plates MIAMI-DADE COUNTY APPROVED TABLE 3 Product Description Insulation fastener for concrete decks. Insulation fastener for concrete decks. Galvalume AZ55 steel plate Polypropylene round plate Insulation fastener for concrete decks. Insulation fastener Pre -assembled Insulation fastener and plate Galvalume AZ55 steel plate. Polypropylene plastic plate #15 fasteners and 20 gauge metal plates Manufacturer Dimensions (With Current NOA) Various Johns Manville Various 3" round 3" square 3" round Various Various Various 3" round 3" round 2-3/8" round Johns Manville Johns Manville Johns Manville OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. Johns Manville NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 6 of 40 EVIDENCE SUBMITTED: Test Agency/Identifier Factory Mutual Research Corp. Dynatech Engineering, Inc. Underwriters Laboratories, Inc. Exterior Research & Design, LLC TrinityjERD Independent Roof Testing & Consultants of South Florida IRT-ARCON Inc. MIAMI -ADE COUNTY APPROVED Name 3001482 3001629 0Z8A9.AM 3D4A4.AM 3000949 3007148 3006346 3001457 3009499 3011248 3014090 3012974 3020703 3037222 3026130 4360.03.95-1 4360.03.95-2 4361.5.95-1 R10167 #4361-2.04.97-1 #10390A-10.97-1 #10390A-12.97-1 #4251.08.96-1 10391.01.03 02843.02.05 -10 -RI 00257.03.05-1 02843.02.07 J7670.06.08 J6990.12.07 -R1 J17040.11.09 -RI J13700.05.10 -1-R1 J13700.05.10-2 IRT 99006 IRT 99007 IRT 99008 IRT 99016 IRT 99009 IRT 99010 02-026 02-011 Report FM 4470 FM 4470 FM 4470 FM 4470 FM 4470 FM 4450 FM 4450 FM 4470 FM 4470 FM 4470 FM 4470 FM 4450 FM 4470 FM 4470 FM 4470 TAS 114 TAS 114 TAS 114 UL 790 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 ASTM D6162/D6163 ASTM D6164/D6298 TAS 114 ASTM D3909 ASTM D6162/D6164 ASTM D6164 ASTM D5147/D6163 ASTM D5147/D6164 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 TAS 114 Date 08/11/98 09/10/98 09/10/98 09/28/98 06/05/98 04/19/00 09/15/00 03/04/02 04/04/01 11/01/02 09/05/02 06/03/02 07/30/04 10/02/09 04/26/09 03/95 03/95 05/95 05/27/13 04/28/97 10/97 12/97 01/20/99 01/29/03 02/07/07 03/17/05 02/07/07 06/16/08 03/24/10 03/11/10 01/25/11 05/11/10 01/20/99 01/20/99 01/20/99 01/20/99 02/10/99 02/10/99 07/26/02 02/06/02 NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 7 of 40 EVIDENCE SUBMITTED: (CONT.) Test Agency/Identifier PRI Construction Materials Technologies, LLC MIAMI RADE COUNTY APPROVED Name JMC-066-02-01 JMC-065-02-01 JMC-070-02-01 JMC-071-02-01 JMC-072-02-01 JMC-074-02-01 JMC-075-02-04 JMC-078-02-01 JMC-081-02-01.02 JMC-091-02-01 JMC-093-02-01 JMC-105-02-01 Report Date ASTM D6163 06/04/12 , ASTM D6163 05/29/12 ASTM D2178 Type IV 04/17/12 ASTM D2178 Type VI 04/17/12 ASTM D4601 Type II 06/14/12 ASTM D4897 Type II 04/17/12 ASTM D5147/D6164 Type II 08/03/12 ASTM D5147/D6298 07/17/12 TAS 117 B & C 06/11/12 ASTM D4601 Type I 06/04/12 ASTM D4601 Type II 08/02/12 ASTM D5147/D6162 05/22/13 Type III, Grade G NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 8 of 40 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(1): One or more layers of insulation adhered with approved asphalt or adhesive. All General and System limitations apply. One or more layers of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 1.5" thick N/A N/A Fesco Foam, DuraFoam Minimum 1.5" thick N/A N/A Top Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density/ft2 Fesco Board, DuraBoard Minimum'/." thick Retro -Fit Board N/A N/A Minimum 'A" thick N/A N/A Note: All insulation shall be adhered to the primed deck in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAs 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: (Optional) One ply of GlasPly Premier, GlasPly IV or PermaPly 28 Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One or more plies of GlasBase Plus, PermaPly 28, GlasPly Premier, GlasPly IV, DynaLastic 180 S, DynaLastic 250 S, DynaBase, DynaBase XT or DynaPly Tl adhered to the base sheet with approved mopping of asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply of DynaGlas FR CR, DynaKap, DynaKap FR Tl, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly T1 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply DynaWeld Cap FR CR or DynaWeld Cap FR heat welded. (See application instructions for approved method of installation). Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. & 400 lbs./sq., respectively. Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: -305 psf. (See General Limitation #9). NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 9 of 40 Membrane Type: Deck Type 3I: Deck Description: System Type A(2): Anchor Sheet: SBS Concrete Decks, Insulated 2500 psi structural concrete or concrete plank Optional anchor sheet bonded in hot asphalt or heat welded; One or more layers of insulation fully adhered with approved asphalt or adhesive. (Optional) One or more plies of GlasBase Plus, DynaBase, DynaBase XT, DynaPly T1, GlasPly Premier, PermaPly 28 or GlasPly IV adhered to the properly primed concrete deck with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. or DynaWeld Base, heat welded. All General and System limitations apply. One or more layers of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Minimum 1.5" thick N/A N/A Fesco Foam, DuraFoam Minimum 1.5" thick N/A N/A Minimum'/." thick N/A N/A Retro -Fit Board Minimum '/2" thick N/A N/A Top Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density/ftp Minimum'/," thick N/A N/A Retro -Fit Board Minimum %" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet or primed deck in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAs 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. ENRGY 3 Fesco Board, DuraBoard Tapered Fesco Board, DuraBoard Base Sheet: MIAMI-DADE COUNTY APPROVED (Optional) One ply of PermaPly 28, DynaBase, DynaBase XT or GlasBase Plus adhered to the insulated substrate in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 10 of 40 Ply Sheet: Membrane: Surfacing: One or more plies of GlasBase Plus, PermaPly No. 28, GlasPly Premier, G1asPly IV, DynaLastic 180 S, DynaLastic 250 S, DynaBase, DynaBase XT or DynaPly T1 adhered to the base sheet with approved mopping of asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or DynaWeld Base heat welded. One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR TI, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly T1 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply DynaWeld Cap FR CR or DynaWeld Cap FR heat welded. (See application instructions for approved method of installation). Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. (Optional) Install one of the following: i. Flood coat and gravel/slag with an application rate of 60 lbs./sq. & 400 lbs./sq., respectively. Maximum Design Pressure: -167.5 psf. (See General Limitation #9). NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 11 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(3): Optional anchor sheet bonded in hot asphalt or heat welded; One or more layers of insulation fully adhered with approved asphalt or adhesive. All General and System limitations apply. Anchor Sheet: (Optional) One or more plies of GlasBase Plus, DynaBase, DynaBase XT, DynaPly T1, GlasPly Premier, PermaPly 28 or GlasPly IV adhered to the properly primed concrete deck with a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. or DynaWeld Base, heat welded. One or more layers of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 1.5" thick Fesco Foam, DuraFoam Minimum 1.5" thick Fesco Board, DuraBoard Minimum %" thick Retro -Fit Board Minimum %" thick Top Insulation Layer (Optional) Tapered Fesco Board, DuraBoard Minimum'/," thick Retro -Fit Board Minimum %" thick N/A N/A N/A N/A N/A N/A N/A N/A Insulation Fasteners Fastener (Table 3) Density/ft2 N/A N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet or primed deck in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAs 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: MIAMI•DADE COUNTY APPROVED (Optional) One ply of PermaPly 28, DynaBase, DynaBase XT or GlasBase Plus adhered to the insulated substrate in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 12 of 40 Ply Sheet: Membrane: Surfacing: One or more plies of G1asBase Plus, PermaPly 28, GlasPly Premier, G1asPly IV, DynaLastic 180 S, DynaLastic 250 S, DynaBase, DynaBase XT or DynaPly Ti adhered to the base sheet with approved mopping of asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or DynaWeld Base heat welded. One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR TI, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly Ti adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply DynaWeld Cap FR CR or DynaWeld Cap FR heat welded. (See application instructions for approved method of installation). Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. & 400 lbs./sq., respectively. Maximum Design Pressure: -150 psf. (See General Limitation #9) MIAMI-DADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 13 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(4): All layer of insulation adhered to deck. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 1.5 thick Fesco Board, DuraBoard Minimum'/." thick N/A N/A N/A N/A Note: All layers of insulation shall be adhered with MBR Bonding Adhesive at an application rate of 1.5 gall 100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: GlasBase Plus, PermaPly 28, DynaBase, DynaBase XT, GlasPly Premier or GlasPly N applied to the insulation in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Ply Sheet: (Optional) One or more plies of GlasPly Premier or GlasPly IV fiber glass felts adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Membrane: One ply of DynaGlas FR CR, DynaKap Ti, DynaKap FR TI, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly T1 adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Surfacing: (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. and 400 lbs./sq., respectively. Maximum Design Pressure: -187.5 psf. (for Fesco Board or DuraBoard) (See General Limitation #9). -375 psf. (for ENRGY 3) (See General Limitation #9). MIAMI DADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 14 of 40 Membrane Type: Deck Type 3I: Deck Description: System Type A(5): SBS Concrete Decks, Insulated 2500 psi structural concrete or concrete plank All layer of insulation adhered to a primed deck. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Fesco Foam, DuraFoam Minimum 1.5" thick N/A N/A ENRGY 3 Minimum'1.4" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Retro -Fit Board, DuraBoard Minimum %" thick N/A N/A Note: All layers of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: GlasBase Plus, PermaPly 28, DynaBase, DynaBase XT, GlasPly Premier or GlasPly IV applied to the insulation in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: (Optional) One or more plies of GlasPly Premier or GlasPly IV fiber glass felts adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or DynaWeld Base heat welded. Membrane: One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR TI, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly T1 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply DynaWeld Cap FR CR or DynaWeld Cap FR heat welded. (See application instructions for approved method of installation). Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. 040lbs./sq. Surfacing: (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. and 400 lbs./sq., respectively. Maximum Design Pressure: -155 psf. (See General Limitation #9). MIAMI-DiADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 15 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(6): All layer of insulation adhered to a primed deck. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Fesco Foam, DuraFoam Minimum 1.5" thick N/A N/A Fesco Board, DuraBoard Minimum %" thick N/A N/A Note: All layers of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: GlasBase Plus, PermaPly 28 DynaBase, DynaBase XT, GlasPly Premier or GlasPly IV applied to the insulation in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: (Optional) One or more plies of GlasPly Premier, PermaPly 28 or GlasPly IV fiber glass felts adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR Ti, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly Tl adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply DynaWeld Cap FR CR or DynaWeld Cap FR heat welded. (See application instructions for approved method of installation). Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Surfacing: (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. and 400 lbs./sq., respectively. Maximum Design Pressure: -130 psf. (See General Limitation #9). MIAMI DADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 16 of 40 Membrane Type: Deck Type 3I: Deck Description: System Type A(7): SBS Concrete Decks, Insulated 2500 psi structural concrete or concrete plank All layer of insulation adhered to a primed deck. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 1.4" thick N/A N/A Fesco Board, DuraBoard Minimum %" thick N/A N/A Note: All layers of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: GlasBase Plus, PermaPly 28, DynaBase, DynaBase XT, GlasPly Premier or GlasPly IV applied to the insulation in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Ply Sheet: (Optional) One or more plies of GlasPly Premier or GlasPly IV fiber glass felts adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of DynaGlas FR CR, DynaKap Ti, DynaKap FR Tl, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly Tl adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply DynaWeld Cap FR CR or DynaWeld Cap FR heat welded. (See application instructions for approved method of installation). Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Surfacing: (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. and 400 lbs./sq., respectively. Maximum Design Pressure: -107 psf. (See General Limitation #9). MIAMIDADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 17 of 40 Membrane Type: Deck Type 3I: Deck Description: System Type A(8): SBS Concrete Decks, Insulated 2500 psi structural concrete or concrete plank All layer of insulation adhered to a primed or unprimed deck. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Base Insulation Layer ENRGY 3 Minimum 1.5 thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Insulation Fasteners Fastener (Table 3) Density/ft2 Fesco Board, DuraBoard Minimum %" thick N/A N/A Note: All layers of insulation shall be adhered to primed deck with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. Base Sheet: Ply Sheet: Membrane: Surfacing: GlasBase Plus, PermaPly 28, DynaBase, DynaBase XT, GlasPly Premier or GlasPly IV applied to the insulation in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. (Optional) One or more plies of GlasPly Premier or GlasPly IV fiber glass felts adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR Ti, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly T1 adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. and 400 lbs./sq., respectively. Maximum Design Pressure: -82.5 psf. (See General Limitation #9). MIAMI.DADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 18 of 40 Membrane Type: Deck Type 3I: Deck Description: System Type A(9): SBS Concrete Decks, Insulated 2500 psi structural concrete or concrete plank Insulation adhered to deck in insulation adhesive. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Fesco Board Minimum'/." thick NIA N/A DuraBoard Minimum %" thick N/A N/A . RetroFit Board Minimum'/" thick N/A N/A Note: Insulation shall be adhered with OlyBond 500 (SpotShot) or JM Two Part Urethane Insulation Adhesive in' " to 1" wide beads at maximum spacing of 12" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Ply Sheet: Membrane: Surfacing: (Optional) One ply of PermaPly 28, DynaBase, DynaBase XT or GlasBase Plus adhered to the insulated substrate in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One or more plies of GlasBase Plus, PermaPly 28, GlasPly Premier, GlasPly IV, DynaLastic 180 S, DynaLastic 250 S, DynaBase, DynaBase XT or DynaPly T1 adhered to the base sheet with approved mopping of asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or DynaWeld Base, heat -welded (to DuraBoard only). One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR Ti, DynaMax FR,, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly T1 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply DynaWeld Cap FR CR or DynaWeld Cap FR heat welded. (See application instructions for approved method of installation). Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. and 400 lbs./sq., respectively. Maximum Design Pressure: -285 psf for Fesco Board (See General Limitation #9). -305 psf for DuraBoard or RetroFit Board (See General Limitation #9). MIAMIDADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 19 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(10): Insulation adhered to deck in insulation adhesive. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft& DuraBoard Minimum'/" thick N/A N/A Note: Insulation shall be adhered with OlyBond 500 (SpotShot) or JM Two Part Urethane Insulation Adhesive in /" to 1" wide beads at maximum spacing of 12" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: (Optional) One ply of PermaPly 28, DynaBase, DynaBase XT or GlasBase Plus adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Ply Sheet: One or more plies of GlasBase Plus, PermaPly 28, GlasPly Premier, GlasPly IV, DynaLastic 180 S, DynaBase, DynaBase XT or DynaPly T1 adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. or DynaWeld Base, heat welded. Membrane: Surfacing: One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR Ti, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly Ti adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60lbs./sq. and 400 lbs./sq., respectively. Maximum Design Pressure: -187.5 psf. (See General Limitation #9). NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 20 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(11): Insulation adhered to deck in insulation adhesive. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Base Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 2" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 SECUROCK Gypsum -Fiber Roof Board Minimum Y.." thick N/A N/A Note: Insulation shall be adhered with OlyBond 500 (SpotShot) or JM Two Part Urethane Insulation Adhesive in %" to 1" wide beads at maximum spacing of 12" o.c. or with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: (Optional) One ply of PermaPly 28, DynaBase, DynaBase XT or GlasBase Plus adhered to the insulated substrate in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Ply Sheet: One or more plies of GlasBase Plus, PermaPly 28, G1asPly Premier, GlasPly IV, DynaLastic 180 S, DynaLastic 250 S, DynaBase, DynaBase XT or DynaPly T1 adhered to the base sheet with approved mopping of asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. or DynaWeld Base, Membrane: One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR Ti, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250FR or DynaPly T1 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. or one ply DynaWeld Cap FR CR or DynaWeld Cap FR heat welded.. Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Surfacing: (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. and 400 lbs./sq., respectively. Maximum Design Pressure: -442.5 psf with OlyBond 500 or JM Two Part Urethane Insulation Adhesive (See General Limitation #9). -367.5 psf with MBR Bonding Adhesive (See General Limitation #9). NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 21 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(12): Insulation adhered to primed deck in approved asphalt or to unprimed deck in insulation adhesive. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Base Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 2" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 SECUROCK Gypsum -Fiber Roof Board Minimum 'A" thick N/A N/A Note: All layers of insulation shall be adhered to primed deck with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2 or to unprimed deck in OlyBond in full coverage at 1 gal/square or with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Ply Sheet: Membrane: Surfacing: (Optional) One ply of PermaPly 28, DynaBase, DynaBase XT or GlasBase Plus adhered to the insulated substrate in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. One or more plies of GlasBase Plus, PermaPly 28, GlasPly Premier, GlasPly IV, DynaLastic 180 S, DynaLastic 250 S. DynaBase, DynaBase XT or DynaPly T1 adhered to the base sheet with approved mopping of asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR T1, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250FR or DynaPly T1 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. and 400 lbs./sq., respectively. Maximum Design Pressure: -495 psf with hot -asphalt or OlyBond (See General Limitation #9). -367.5 psf with MBR Bonding Adhesive (See General Limitation #9). NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 22 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(13): Insulation adhered to primed deck in approved asphalt or to unprimed deck in insulation adhesive. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Base Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 2" thick Top Insulation Layer SECUROCK Gypsum -Fiber Roof Board Minimum '/," thick N/A N/A Insulation Fasteners Fastener (Table 3) Density/ft2 N/A N/A Note: All layers of insulation shall be adhered to primed deck with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2 or to unprimed deck in OlyBond in full coverage at 1 gal/square. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: One or more plies of DynaWeld Base, Ply Sheet: Membrane: Maximum Design Pressure: MIAMFDADE COUNTY APPROVED None One ply DynaWeld Cap FR CR or DynaWeld Cap FR heat welded. -536.5 psf. (See General Limitation #9). NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 23 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(14): All layer of insulation adhered to deck. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 1.5 thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 DuraBoard Minimum V::" thick N/A N/A Note: All layers of insulation shall be adhered with MBR Bonding Adhesive or OlyBond 500 (Spot Shot) or JM Two Part Urethane Insulation Adhesive in %" to 1" wide beads at maximum spacing of 12" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: (Optional) GlasBase Plus, PermaPly 28, DynaBase, DynaBase XT, GlasPly Premier or GlasPly IV applied to the insulation in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Ply Sheet: One ply of GlasBase Plus, PermaPly 28, GlasPly Premier, GlasPly IV, DynaLastic 180 S, DynaBase, DynaBase XT or DynaPly T1 adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. or DynaWeld Base, heat welded. Membrane: One ply of DynaGlas FR CR, DynaKap Ti, DynaKap FR T1, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly T1 adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Surfacing: (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. and 400 lbs./sq., respectively. Maximum Design Pressure: -147.5 psf. (See General Limitation #9). MIAMI•DADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 24 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(15): Anchor sheet heat welded; One or more layers of insulation adhered with insulation adhesive. Anchor Sheet: DynaWeld Base, heat welded. All General and System limitations apply. One or more layers of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 1.5" thick N/A N/A Note: All layers of insulation shall be adhered with MBR Bonding Adhesive in'/." to 1" wide beads at maximum spacing of 12" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: (Optional) GlasBase Plus, PermaPly 28, DynaBase, DynaBase XT, GlasPly Premier or GlasPly IV applied to the insulation in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Ply Sheet: One ply of GlasBase Plus, PermaPly 28, GlasPly Premier, GlasPly IV, DynaLastic 180 S, DynaBase, DynaBase XT or DynaPly T1 adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. or DynaWeld Base, heat welded. Membrane: One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR T1, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly T1 adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Surfacing: (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60lbs./sq. & 400 lbs./sq., respectively. Maximum Design Pressure: -147.5 psf. (See General Limitation #9). MIAMI.DADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 25 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(16): One or more layers of insulation adhered with approved adhesive. All General and System limitations apply. One or more layers of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 1.5" thick N/A N/A Top Insulation Layer Fesco Board Minimum V.." thick Insulation Fasteners Fastener (Table 3) Density/ft2 N/A N/A Note: All layers of insulation shall be adhered with JM Urethane Insulation Adhesive in %" wide beads at maximum spacing of 12" o.c. Please refer to Roofmg Application Standard RAS 117 for insulation attachment. Base Sheet: Ply Sheet: Membrane: Surfacing: (Optional) One ply GlasPly Premier, GlasPly IV or PermaPly 28 Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One or more plies of GlasBase Plus, PermaPly 28, GlasPly Premier, GlasPly IV, DynaLastic 180 S, DynaLastic 250 S, DynaBase, DynaBase XT or DynaPly TI adhered to the base sheet with approved mopping of asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR T1, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly T1 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply DynaWeld Cap FR CR or DynaWeld Cap FR heat welded. (See application instructions for approved method of installation). Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. & 400 lbs./sq., respectively. Maximum Design Pressure: -112.5 psf. (See General Limitation #9). MIAMI-DADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 26 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(17): All layer of insulation adhered to deck. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 1.5 thick Fesco Board Minimum 'A" thick N/A N/A N/A N/A Note: All layers of insulation shall be adhered with JM Urethane Insulation Adhesive in 'A" wide beads at maximum spacing of 12" o.c. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: GlasBase Plus, PermaPly 28, DynaBase, DynaBase XT, GlasPly Premier or GlasPly IV applied to the insulation in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Ply Sheet: (Optional) One or more plies of GlasPly Premier or GlasPly IV fiber glass felts adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Membrane: One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR TI, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly T1 adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Surfacing: (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. and 400 lbs./sq., respectively. Maximum Design Pressure: -112.5 psf. (See General Limitation #9). MIAMI-DADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 27 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(18): Insulation adhered to deck in insulation adhesive. Membrane is subsequently fully adhered. All General and System limitations apply. One or more layers of the following insulations: Insulation Fasteners Fastener Insulation Layer (Table 3) Density/ft2 ENRGY 3 Minimum 2" thick N/A N/A Note: Insulation shall be adhered with MBR Bonding Adhesive applied in full coverage at an application rate of 1.5 gal./sq. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Ply Sheet: Membrane: (Optional) One ply of PermaPly 28, DynaBase, DynaBase XT or GlasBase Plus adhered to the insulated substrate with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Two or more plies of GlasPly Premier, GlasPly IV, DynaLastic 180 S, DynaLastic 250 S or DynaPly T1 adhered to the base sheet with MBR Bonding Adhesive at an application rate of 1.5 gal./sq. One ply of DynaWeld Cap FR CR or DynaWeld Cap FR, heat welded. Surfacing: (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. and 400 lbs./sq., respectively. Maximum Design Pressure: -367.5 psf. (See General Limitation #9). MIAMI-DADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 28 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type C(1): All layers of insulation simultaneously mechanically fastened. All General and System limitations apply. Base Insulation Layer (Optional) Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 1.5" thick N/A N/A Note: Both layers of insulation shall be simultaneously mechanically fastened; see top layer below for fasteners and density. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Fesco Board, DuraBoard Minimum'/." thick 1 with 3 or 6 with 8 1:1.33 ft2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Membrane: Maximum Design Pressure: MIAMI OADE COUNTY APPROVED One or more plies of DynaWeld Base heat welded. One ply of DynaWeld Cap FR CR or DynaWeld Cap FR heat welded. -75 psf. (See General Limitation #7). NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 29 of 40 Membrane Type: SBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type C(2): All layers of insulation simultaneously mechanically fastened. All General and System limitations apply. Base Insulation Layer (Optional) ENRGY 3 Minimum 1" thick Fesco Foam, DuraFoam Minimum 1.5" thick Fesco Board, DuraBoard Minimum'/." thick Insulation Fasteners Fastener (Table 3) Density/ft2 N/A N/A N/A N/A N/A N/A Note: Both layers of insulation shall be simultaneously mechanically fastened; see top layer below for fasteners and density. Top Insulation Layer Fesco Foam, DuraFoam Minimum 1.5" thick Fesco Board, DuraBoard Minimum Mt" thick Retro -Fit Board Minimum 3/4" thick Insulation Fasteners Fastener (Table 3) Density/ft2 1 or 2 with 3, 5 or 6 with 8 1:2 ft2 l or 2 with 3, 5 or 6 with 8 1:2 ft2 1 or 2 with 3, 5 or 6 with 8 1:2 ft2 Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: Ply Sheet: MIAMI RADE COUNTY APPROVED (Optional) One ply of PermaPly 28, DynaBase or GlasBase Plus adhered to the insulated substrate in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One or more plies of GlasBase Plus, PermaPly 28, G1asPly Premier, GlasPly IV, DynaLastic 180 S, DynaLastic 250 S, DynaBase, DynaBase XT or DynaPly T1 adhered to the base sheet with approved mopping of asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 30 of 40 Membrane: Surfacing: One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR Ti, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly T1 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply DynaWeld Cap FR CR or DynaWeld Cap FR heat welded. (See application instructions for approved method of installation). Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. & 400 lbs./sq., respectively. Maximum Design Pressure: -52.5 psf. (See General Limitation #7). MIAMI-DADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 31 of 40 Membrane Type: SBS Deck Type 2I: Concrete, Insulated Deck Description: 2,500 psi structural concrete or concrete plank System Type D(1): All layers of insulation simultaneously mechanically fastened with base sheet. All General and System limitations apply. One or more layers of any of the following insulations: Insulation Fasteners Fastener Base Insulation Layer (Table 3) Density/ft2 ENRGY 3 Minimum 1.5" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 RetroFit Board Minimum %" thick N/A N/A Note: Top layer shall have preliminary attachment prior to the installation of the base sheet at a minimum application rate of five (5) fasteners per 4 x 8 ft. board. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: DynaLastic 180 S fastened to the deck as described below: Fastening: Fasten base sheet over the 4 -inch wide laps using JM Structural Concrete Fasteners and High Load Plates spaced 6" o.c. Ply Sheet: DynaWeld Base, heat welded. Membrane: DynaWeld Cap FR CR or DynaWeld Cap FR, heat welded. Maximum Design Pressure: -112.5 psf. (See General Limitation #7). MIAMI-DADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 32 of 40 Membrane Type: SBS Deck Type 2I: Concrete, Insulated Deck Description: 2,500 psi structural concrete or concrete plank System Type D(2): All layers of insulation simultaneously mechanically fastened with base sheet. All General and System limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 1.5" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 RetroFit Board Minimum'/:" thick N/A N/A Note: Top layer shall have preliminary attachment prior to the installation of the base sheet at a minimum application rate of five (5) fasteners per 4 x 8 ft. board. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: DynaLastic 180 S fastened to the deck as described below: Fastening: Ply Sheet: Membrane: Maximum Design Pressure: MWMI.DADE COUNTY APPROVED Fasten base sheet within the 5 -inch wide laps using JM Structural Concrete Fasteners and High Load Plates spaced 6" o.c. The lap is heat welded. (Optional) DynaWeld Base, heat welded. DynaWeld Cap FR CR or DynaWeld Cap FR, heat welded. -112.5 psf. (See General Limitation #7). NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 33 of 40 Membrane Type: SBS Deck Type 2I: Concrete, Insulated Deck Description: 2,500 psi structural concrete or concrete plank System Type D(3): All layers of insulation simultaneously mechanically fastened with base sheet. All General and System limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Fesco Board Minimum 3/4" thick N/A N/A Middle Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY3 Minimum 1" thick Top Insulation Layer Plywood Minimum 5/8" thick Insulation Fasteners Fastener (Table 3) Density/ft2 N/A N/A Note: Top layer shall have preliminary attachment prior to the installation of the base sheet at a minimum application rate of five (5) fasteners per 4 x 8 ft. board. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: DynaLastic 180 S fastened to the deck as described below: Fastening: Ply Sheet: Membrane: Maximum Design Pressure: MIAMI RADE COUNTY APPROVED Fasten base sheet within the 5 -inch wide laps using JM Structural Concrete Fasteners and High Load Plates spaced 6" o.c. The lap is heat welded. (Optional) DynaWeld Base, heat welded. DynaWeld Cap FR CR or DynaWeld Cap FR, heat welded. -135 psf. (See General Limitation #7). NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 34 of 40 Membrane Type: SBS Deck Type 2I: Concrete, Insulated Deck Description: 2,500 psi structural concrete or concrete plank System Type D(4): All layers of insulation simultaneously mechanically fastened with base sheet. All General and System limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 1.5" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 RetroFit Board Minimum '/A" thick N/A N/A • Note: Top layer shall have preliminary attachment prior to the installation of the base sheet at a minimum application rate of five (5) fasteners per 4 x 8 ft. board. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: DynaLastic 180 S fastened to the deck as described below: Fastening: Fasten base sheet within the 5 -inch wide laps using JM Structural Concrete Fasteners and High Load Plates spaced 6" o.c. The lap is heat welded. Ply Sheet: (Optional) DynaWeld Base, heat welded. Membrane: DynaWeld Cap FR CR or DynaWeld Cap FR, heat welded. Maximum Design Pressure: -135 psf. (See General Limitation #7). MIAMIDADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 35 of 40 r Membrane Type: SBS Deck Type 2I: Concrete, Insulated Deck Description: 2,500 psi structural concrete or concrete plank System Type D(5): All layers of insulation simultaneously mechanically fastened with base sheet. All General and System limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 Fesco Board Minimum'/." thick N/A N/A Middle Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 1" thick Top Insulation Layer Plywood Minimum 5/8" thick Insulation Fasteners Fastener (Table 3) Density/ft2 N/A N/A Note: Top layer shall have preliminary attachment prior to the installation of the base sheet at a minimum application rate of five (5) fasteners per 4 x 8 ft. board. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: DynaLastic 180 S fastened to the deck as described below: Fastening: Fasten base sheet over the 4 -inch wide laps using JM Structural Concrete Fasteners and High Load Plates spaced 6" o.c. Ply Sheet: DynaWeld Base, heat welded. Membrane: DynaWeld Cap FR CR or DynaWeld Cap FR, heat welded. Maximum Design Pressure: -150 psf. (See General Limitation #7). MIAMI•DADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 36 of 40 Membrane Type: SBS Deck Type 2I: Concrete, Insulated Deck Description: 2,500 psi structural concrete or concrete plank System Type D(6): All layers of insulation simultaneously mechanically fastened with base sheet. All General and System limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ENRGY 3 Minimum 1.5" thick N/A N/A Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 RetroFit Board Minimum %" thick N/A N/A Note: Top layer shall have preliminary attachment prior to the installation of the base sheet at a minimum application rate of five (5) fasteners per 4 x 8 ft. board. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: DynaLastic 180 S fastened to the deck as described below: Fastening: Fasten base sheet over the 4 -inch wide laps using JM Structural Concrete Fasteners and High Load Plates spaced 6" o.c. Ply Sheet: DynaWeld Base, heat welded. Membrane: DynaWeld Cap FR CR or DynaWeld Cap FR, heat welded. Maximum Design Pressure: -150 psf. (See General Limitation #7). MIAMI RADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 37 of 40 • Membrane Type: SBS Deck Type 3: Concrete Decks, Non -Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(1): Base sheet fully adhered. All General and System limitations apply. Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of anchor sheet. Base Sheet: One or more plies of One ply of DynaBase, DynaBase XT or Ventsulation applied to the deck in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Ply Sheet: (Optional) One or more plies of GlasPly Premier or GlasPly IV fiber glass felts adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Membrane: One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR TI, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250FR or DynaPly T1 adhered in MBR Bonding Adhesive at an application rate of 1.5 gal./sq. Surfacing: (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. and 400 lbs./sq., respectively. Maximum Design Pressure: -495 psf. (See General Limitation #9). Membrane Type: SBS Deck Type 3: Concrete Decks, Non -Insulated, New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type F(2): (Optional) Base sheet fully adhered with approved asphalt. All General and System limitations apply. Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of anchor sheet. Base Sheet: Membrane: One ply of DynaWeld Cap FR CR, DynaWeld Cap FR or DynaWeld Cap 180 FR heat welded to the base sheet. Maximum Design Pressure: One or more plies of DynaWeld Base, DynaWeld PR or DynaWeld 180 S heat welded to concrete deck. MIAMI•DADE COUNTY APPROVED -315 psf. (See General Limitation #9). NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 38 of 40 Membrane Type: SBS Deck Type 3: Concrete Decks, Non -Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(3): (Optional) Base sheet fully adhered with approved asphalt. All General and System limitations apply. Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed to dry prior to application of anchor sheet. Base Sheet: Ply Sheet: Membrane: Surfacing: One ply of PermaPly 28, DynaBase, DynaBase XT, DynaPly T1 or GlasBase Plus adhered to the properly primed concrete deck in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional) One or more plies of GlasBase Plus, PermaPly 28, GlasPly Premier, GlasPly N, DynaLastic 180 S, DynaLastic 250 S, DynaBase, DynaBase XT or DynaPly T1 adhered to the base sheet with approved mopping of asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply of DynaGlas FR CR, DynaKap T1, DynaKap FR Ti, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly Ti adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or one ply DynaWeld Cap FR CR or DynaWeld Cap FR heat welded. (See application instructions for approved method of installation). Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. & 400 lbs./sq., respectively. Maximum Design Pressure: -275 psf. (See General Limitation #9). NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 39 of 40 1 CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117; calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED NOA No.: 13-0129.20 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 40 of 40 R : CEIVED DEC '13 2013 BY: 29 ACOSTA & ASSOCIATES ELEVATOR IN AN EXISTING SIN Mr. Omar Casso 9325 N. Bayshore Dr. MIAMI SHORES, FLORIDA STRUCTURAL CALCULATIONS DATED October 11, 2013 ACOSTA & ASSOCIATES PROJECT No. 1018 October 11, 2013 IVETTE ACOSTA FLORIDA P.E. #69955 HOME ACOSTA & ASSOCIATES CONSULTING ENGINEERS, INC 7626 W 34TH LANE, UNIT 203, HIALEAH, FL 33018 P. 305.979.0830 F. 305.817.9357 ELEVATOR IN AN EXISTING SINGLE FAMILY HOME TABLE OF CONTENTS Structural Design Calculations Dated October 11, 2013 1. Load Analysis 1.1. Dead Load 1.2 Live Load 1.3 Wind Load 2. Masonry Wall Design 3. Concrete Beam Design: 3.1 Beam B-1 3.2 Beam at Roof Level 4. Concrete Column Design 4.1 TC -1 (L -Shape) 5. Foundation Design 5.1 Pile Design 5.2 Pile Cap Design 6. Connection between B-1 & Exisitng Beams/Columns (MWFRS) 6.1. Connection between B-1 & Exisitng Beams/Columns (C&C per floor) APPENDIX A - Wind Pressures ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CHK'D 1. Load Analysis: 1.1.Dead Load : 5 " Concrete Slab self -weight: RoofDL := 62.5psf Superimposed Dead Load: RoofsDL := 20psf RoofTDL :_ RoofDL + RoofsDL RoofTDL = 82.5 • psf 1.2. Live Load : Concrete Slab Roof : RoofLL := 30psf 1.2.Wind : Florida Building Code 2010 -Section 1616.1 High Velocity Hurricane Zones - Minimum Roof Live Loads - Roof w/ slope > 1 1/2:12 - Location Data : Wind speed : V = 175 mph Importance : I : 1.00 Category Exposure : "D" Building Classification : "II" - Building Data : Building : ENCLOSED Roof Angle (Flat) : orf := Odeg Building Width : Building Length : Mean Height : Wall Height : Parapet Height : Bbldg := 54ft + 2in Lbldg := 1 15f + 10in Hgidg := 32ft + 6in Hwall 11ft+Oin Hparapet 1 ft + Oin -1- Wind W-4 / / I Hmean 1 }C H wall B a := max(min(0.1 • if(Bbidg < Lbidg , Bbldg , Lbldg) 50.4 • Hgldg) , 0.04 • if(Bbldg < Lbldg 5 Bbldg , Lbidg) , 3ft) Component & Cladding: (Area for Wind Pressure Analysis) 52 52 A(s,w):=if 3 >s•w, 3 ,5•w a=5.4ft ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CHK'D Wall : sp := 11.5ft weff 24in Asp ,weff) = 44.1 . ft2 - Wind Pressures Enclosed Building (Data from Computed Output, see attached calculations) : Zone 4 Zone 5 Wall : Zone4w := 106.4psf Zone5w := 109.6psf - Main Wind Force Resistant System Data from Computed Output (see attached calculations.) : Wind North-South WindwardNswaIIA 57.2psf Leeward 35.7psf Wind East-West WindwardEwwallA 57.8psf LeewardEwwallA -21.0psf 2. Masonry Wall Design Determination of loads on wall : Wall Height: Wall Weight: Dead Load from wall : (Calculated at mid heigth) Load on middle wall : Wind Bending Moment : Standard Wall: - Masonry Geometric Section -9 —9 --9 H w d Hwaii llft+lin wwaII 68psf WaIIDI- = wwaD . 0.5 Hwall R := WaIIDL Mwind [0.6Zone4w• (Hwall)](HwaII) • 8 1 WaIIDL = 376.8. pif R = 376.8. plf (Kip • in) 1Mwind = 11.8 ft ■ t ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D Thickness of wall : t := 7.625in (Nominal Thickness of wall = 8 in.) Thickness of flange : tf := 1.25in Distance comp. fiber to cent.reinf. d := 0.5 • t d = 3.81 . in Width of section (max = 6t) : lb := 24in (Select bars spacing "b" considering moment) Equivalent solid thickness : it -ea := 5.2i i for t=8 in and b = 24. in Wall's radius of gyration: r:= t•8 05 r=2.7•in Modular ratio Es / Em: n := 25.8 - Masonry Stresses Specified Compressive Strength of Masonry : fm := 1500psi (partially grouted) Specified tensile or compressive stress in fs := 24000psi reinforcement : - Allowable Compressive Stress due Axial Load : For h/r < 99 slenderless limit formulae Fa := 0.2 • fm •[1-[Hwall2• (140• r)-2 - Allowable Compressive Stress due Flexure : -1 Fb := 3 •fm -1 Hwall ' r = 49 Fa = 262.7 • psi Special inspection Fb = 500• psi - Calculated Compressive Stress (fa), axial load only : Compressed concrete section case - No tensioned steel Equivalent solid thickness for t=8 in and b=24 in fa.comp := R (feq)-1 - Available Compressive Stress due Flexure : fa.comp 1.: - Selecting reinforcement : Estimate Reinforcement : fb.avail :_ Proposed Reinforcement : ASest := Mwind ' fs �• 0.89 • d)-1 tea =5.2•in fa.comp = 6' psi fb.avail = 653.5. psi 2 In ASest = 0.144 • — ft ACOSTA & ASSOCIATES CONSULTING ENGINEERS lvette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D TC 2 2 Bomar :=5 ASbar (Bar • in) ASbar = 0.31 • in 256.4 Reinforcing Ratio : p := As • b• (b • di 1 Compression block location : (for rectangular section) k:=J (n•p)2+2•n•p-n•p 2: in b=24•in As:= ASbar •b 1 As=0.153•— Check Compression block : DesignAs := if(k • d < tf, "Rectagular" ,"T -Section") Check Compression block: T -beam Design Compression block location : (for T -beam section) Lever arm : (for T -beam section) Resisting Moment : (Whichever is smaller) Checking: { p = 0.0033 k = 0.3 DesignAs = 'T -Section" k • d = 1.3. in > tf = 1.3 • in => design as T -beam 2 tf tf k:= p•n+0.5 d)p•n+ d k = 0.3 2 3 -1 tf tf tf p • n 1 ( tf j:= 6-6 d+2• d + d .2 6-3. d) j=0.85 J Kip • in Ms := As • fs • j • d Ms= 11.9 ft tf \ Kip • in Mm fb.avail • 1 — 2 • k • d tf j d Mm = 16.3 ft MResist if(Mm< Ms, Mm , Ms) MResist = 1 1.9 • Kip • in ft Kiin- . IMwind = 11.8 ft • USE #5 Bar @ 24 in => OK ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CHK'D 3. Concrete Beams Design: 3.1. Beam B-1 - Flexural Analysis - Materials and Section Data : Cross Section : Width of Beam: bspan 8114 Depth of Beam : at := 12in - Beam span & Tributary length : Beam span : - Beam Loads : Beam's dead loads Concrete : Strength : Weight of concrete : Weight of wall: Lbeam 5ft+ 2in fc := 3000psi we := 150pcf `Wall 68psf Wall Height : Reinforcing Steel : Yield Strength : fy := 60Ksi Clear rebar cover : coy := 1.5in Hwa11 := l l ft + lin Window Weight: Windoww := l Opsf Beam self -weight : Glass weight on beam : Beam's wind loads Wbeam.SW WC(dtbspan) Wbeam.DL Hwall • Windoww WDL Wbeam.SW + Wbeam.DL Wbeam.SW = 100 • plf Wbeam.DL = 111 • plf WDL = 211 • plf Cross Section for wind calculation : Width of Beam: Depth of Beam : bspanwind 81n ,dt := 12in (Area for Wind Pressure Analysis) sp := 5ft+2in 52 S2 A(s , Weff) := if 3 > s • Weff , 3 , s • Weff llft+ lin Weff2 + 7ft Zone4pres. 106.4psf LTRIB Weff Wind Load on beam:Wbeam.w LTRIB •Zone4pres. Weff = 12.5 ft 1A(sp , weff) = 64.8 • ft2 Wbeam.w = 1334 • plf ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CHK'D Span & Support Bending Moments and Shear Span moment DL : MspanDL := 8- WDLLbeam2 MspanDL = 1 • Kip ft Span Ultimate Moment: Mspanu := 1.4 • MspanDL Mspanu = 1 • Kip • ft Support shear DL : VsupportDL := 0.5wDL Lbeam VsupportDL = 0.5 • Kip Ult. Shear @ support: Vu := 1.4 • VsupportDL Vu = 0.8 . Kip Span moment WL: MspanwL := 8-1 • wbeam.w • Lbeam2 MspanwL = 4.5 •Kip • ft Span Ultimate Moment: MspanwLu := 1.0 • MspanwL MspanwLU = 4.5 • Kip • ft Support shear WL : VsupportwL := 0.5wbeam.w Lbeam VsupportwL = 3.4 • Kip Ult. Shear @ support: VWLU := 1.0 • VsupportwL VWLu = 3.4 •Kip Diameter of proposed stirrup: Bst := 4 dst := Bst • 8 1 in dst = 0.5 • in Astr := 0.0122 • (Bst in) 2 Astr = 0.20 in2 Flexure Design Diameter of proposed bottom longitudinal reinforcement : Bar := 5 dr := Bar • 8 1 in dr = 0.6 in Abar := 0.0122 • (Barin) 2 Abar = 0.31 in2 Distance from exterior compressive fiber to centroid of tensional reinforcement : Factor (31 : Resistance factor Reinforcement ratio : Maximum reinforcing ratio: d := dt - (0.5dr) - dst - cov fc - 4Ksi 131 := if fc < 4Ksi3O.85,0.85-0.05• l 000psi := 0.9 Pact 0.85. fc fy Pmax 0.75 2•Mspanu 0.85 • fc • 4) • bspan • d2i (0.85 • 01 • fc 87000psi fy 87000psi + fy Max. reinforcement checking : MaxReinfCheck:= if (Pact < Pmax "OK" , "error Area of Steel needed : As := Pact • bspan • d d=9.7•in li 1 = 0.85 Pact = 0.0003 Pmax = 0.0160 MaxReinfCheck = "OK" As = 0.02• in2 ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D 3 • fc • psi 200 • psi 3 • fc •psi 200 • psi Min. steel area : Asmin := if > fy fyi fy • (bspan • d)- fy• (bspan • di Reinforcement steel to provide : Asmin = 0.26. in2 Asteel := if[AS < Asmin , (if(As • 1.33 < Asmin , As • 1.33, Asmin)) , AS] Asteel = 0.03 • in2 3fc • psi 200 • psi 3 • fc • psi 200 • psi Min. steel area : Asmin := if > , fy fy fy•(bspan •dy i fy Shear Design "steel No. of bars to provide : n := ceil n = 1 Abar , Reba is size : Bar = 5 Top & Bott. Reinf. --> 2#5 Ult. Shear @ support : Vu = 0.8 • Kip Shear Design @ distance "d" from the face of support Ult. Shear @ distance "d" : Vu.d := Vu — (1.4 • WDL) • d Vu.d = 0.5 • Kip Shear Strength provided by concrete : Vc := 2 • Niosi • bspan • d Vc = 8.5 • Kip Shear Strength to be provided by steel : Vs := 0.75 1 Vu.d — Vc Vs = -7.8 • Kip Vs limit for shear spacing : Vslim := 4 • fc psi • bspan • d Vslim = 17 • Kip Area of shear reinforcement perp. -1 in2 AV.perp := Vs • (fY • d) AV— to axis of member .perp = -0.2 • ft bspan in2 Minimum area of shear reinforcement : Av.min := 50psi • fy Av.min = 0.1 ft '''. in2f Required area of stirrups : Av.req := if(AV.min < AV.perp , AV.perp , Av.min) AV.req = 0.08 • — ft 1 Proposed shear reinforcement : Stirrup's size : `.Baro :_ Stirrup's area : Ast := 0.0122 • (Barst in)2 Ast = 0.2 • in2 No. of stirrup's legs : jnleg := 2 Proposed stirrup spacing : Spcprap := 4in ACOSTA & ASSOCIATES CONSULTING ENGINEERS lvette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D -1 AV.prop := Ast • nleg • SPCprop SpcMax := min (24in , 0.5d) Reinforcing area checkir StAreaCheck := if(Av.req < Av.prop "OK" , "error') Max. stirrups spacing ch( MaxSpcCheck := if(Spcprop < SpcMax, "OK" , "error") Stirrups #4 @ 4" o.c. Diameter of proposed stirrup: in2 Av.prop = 1.17 • — ft SpcMax = 4.8 • in StAreaCheck = "OK" MaxSpcCheck = "OK" Bst := 4, dst := Bst • 8 - 1 in dst = 0.5 • in Astr := 0.0122 • (Bst in) 2 Astr = 0.20. in2 Flexure Design Due to Wind Load Diameter of proposed bottom longitudinal reinforcement : Bar := 5 dr := Bar • 8 - 1 in dr = 0.6 in Abar := 0.0122 • (Barin) 2 Abar = 0.31 • in2 Distance from exterior compressive fiber to centroid of tensional reinforcement : dw := dtw - (0.5dr) - dst - cov dw = 9.7 • in Factor 131 : Resistance factor Reinforcement ratio : Maximum reinforcing ratio: fc - 4Ksi 131 :=iffc<4Ksi3O.85,0.85-0.05 131 = 0.85 1000psi (1):=0.9 0.85. fc Pact := fy 2 • MspanWLU 0.85. fc • <o • bspanwind ' dw2 Pact = 0.0013 00.85•(31 • fc 87000psi Pmax := 0.75 • pmax = 0.0160 fy 87000psi + fy Max. reinforcement checking : MaxReinfCheck := if (pact < pmax,' OK" , "error") Area of Steel needed : Min. steel area : As := Pact' bspanwind' dw MaxReinfCheck = "OK" As = 0.10• in2 3 • fc • psi 200 • psi 3 fc • psi 200 • psi Armin :- if > fy fy fY• (bspanwind' dw) 1 fY• (bspanwind' dw) 1 ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D Reinforcement steel to provide : Asmin = 0.26. in2 Asteel if[As < Asmin , (if(As •• 1.33 < Asmin , As •• 1.33 , Asmin)) , As] Asteel = 0.14 • in2 3 • fc • psi 200 • psi 3 • fc psi 200 • psi Min. steel area : Asmin if > fY fy i 1 fY• (bspanwind' uw fy• (bspanwind• dw) _ Shear Design Due to Wind Load Asteel No. of bars to provide : n := ceil n = 1 Abar Rebar's size : Bar = 5 Bott. Reinf. --> 1#5 Ult. Shear @ support : VWLU = 3.4 • Kip Shear Design @ distance "d" from the face of support Ult. Shear @ distance "d" : VWLU.d VWLU — (1.0 ' Wbeam.w) ' dw Shear Strength provided by concrete : Vc := 2 • fc • psi • bspanwind' dw Shear Strength to be provided by steel : Vs limit for shear spacing : Area of shear reinforcement perp. to axis of member : Vs := 0.75 Vu.d — Vc VSlim 4 • fc • psi • bspanwind' dw AV.perp := Vs • (fy • dw)- 1 1VWLU.d = 2.4 • Kip Vc = 8.5 Kip Vs = -7.8 Kip Vslim = 17• Kip In2 AV.perp = —0.2 • ft bspanwind in2 Minimum area of shear reinforcement : Av.min 50psi • fy Av.min = 0.1t 2t rn Required area of stirrups : Av.req if(AV.min < AV.perp, AV.perp , Av.min) Av.req = 0.08 • ft Proposed shear reinforcement : Stirrup's size : Borst := 4 Stirrup's area : Ast := 0.0122. (Borst in)2 Ast = 0.2 in2 No. of stirrup's legs : n1e9 := Proposed stirrup spacing : ,Spcprap := 4iri ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CHK'D AV.prop := Ast• nIeg' SPCprop SpcMax := min(24in , 0.5dw) Reinforcing area checkinc StAreaCheck := if(Av.req < Av.prop "OK" , "error") Max. stirrups spacing checking : MaxSpcCheck := if(Spcprop < SpcMax, "OK" , "error) Stirrups #4 @ 4" o.c. Beam B-1 Design Summary Section 8"x12" Top Reinf. 2-#5 Bott. Reinf. 2#5 Stirrups #4 @ 40.C. In2 Av.prop = 1.17 • ft SpcMax = 4.8 • in StAreaCheck = "OK" MaxSpcCheck = "OK" ACOSTA & ASSOCIATES CONSULTING ENGINEERS lvette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D 3.2. Beam at Roof level - Flexural Analysis : - Materials and Section Data : Cross Section : Width of Beam: bspan 6in Depth of Beam : dt := 16in - Beam span & Tributary length : Beam span : Cantilever Beam span : - Beam Loads : Beam's dead loads Concrete : Strength : Weight of concrete : Weight of wall: (Lbeam = 11ft+8irt LCant-beam = 4ft + 8i fc := 3000psi we := 150pcf Wwall 68psf Reinforcing Steel : Yield Strength : fy := 60Ksi Roof Tributary Length : Clear rebar cover : coy := 1.5in LtribRoof 3ff + Oirf Beam self -weight : Roof DL on beam : Superimposed DL on beam : Wbeam.SW WC�dtbspan� wbeam.DL LtribRoof RoofDL WbeamSDL LtribRoof' ROOfsDL wDL wbeam.SW + Wbeam.DL + WbeamSDL Beam's live loads Slab LL on beam :Wbeam.LL LtribRoof • RoofLL WLL Wbeam.LL Span & Support Bending Moments and Shear Span moment DL Span moment LL : Span Ultimate Moment: Support moment DL : Support moment LL : Support Ultimate Moment: Support shear DL : Support shear LL : Ult. Shear @ support: Wbeam.SW = 100 plf Wbeam.DL = 188 • plf WbeamSDL = 60. plf wDL = 348 • Of Wbeam.LL = 90 • Of wLL = 90 • plf -1 2 MspanDL 8 WDL Lbeam - 1 2 MspanLL := 8 WLL Lbeam Mspanu := 1.2 • MspanDL + 1.6 • MspanLL -1 2 MsuppDL 2 WDL LCant beam - 1 2 MSUPPLL 2 WLL LCant beam Msuppu := 1.2 • MsuppDL + 1.6 • MsuppLL VsupportDL 2-1 • WDL Lbeam -1 VsupportLL := 2 • WLL Lbeam Vu := 1.2 • VsupportDL+ 1.6 VsupportLL MspanDL = 6 • Kip ft MspanLL = 2 Kip ft Mspanu = 9.5 Kip • ft MsuppDL = 4 • Kip ft MsuppLL = 1 • Kip ft Msuppu = 6.1 • Kip • ft VsupportDL = 2.0 • Kip VsupportLL = 0.5 • Kip Vu=3.3•Kip ACOSTA & ASSOCIATES PROJECT: Elevator Addition - Cassola CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D Diameter of proposed stirrup: s Bst := 3 dst := Bst • 8 in dst = 0.38 • in Astr := 0.0122 • (Bst in) 2 Astr = 0.11 • in2 Flexure Design Diameter of proposed bottom longitudinal reinforcement : - � 2 Bar _=5 dr := Bar • 8- tin dr = 0.6 • in Abar := 0.0122 (Barin) Abar = 0.31 in2 Distance from exterior compressive fiber to centroid of tensional reinforcement : d := dt - (0.5dr) - dst - cov d = 13.8. in Factor 01 : Resistance factor Reinforcement ratio : Maximum reinforcing ratio: fc - 4Ksi p1 :=if fc<4Ksi3O.85,0.85-0.05• 01 = 0.85 1000psi := 0.9 Pact 0.85. fc fy ( 2 • Mspanu 0.85 • fc • • bspan • d2, (0.85• p1 • fc 87000psi Pmax 0.75 • J fy 87000psi + fy Max. reinforcement checking : MaxReinfCheck := if(pact < Pmax' "OK" , "error") Area of Steel needed : Min. steel area : Asmin if Reinforcement steel to provide : Min. steel area : As := Pact • bspan d 3.Jfc •psi 200 • psi 3 • fc • psi 200 • psi > fyfy ' fy•(bspan•dl fy•(bspan•d) Asteel if[As < Asmin, (if(As • 1.33 < Asmin , As • 1.33, Asmin)) , As] 3 • fc psi 200 • psi 3 • fc psi 200 • psi Asmin:- if > 1 ' 1 - fy fy fy•(bspan•d) fy•(bspan•dl- / Asteel// No. of bars to provide : n := ceil Abar Rebaes size : Bott. Reinf. --> 2#5 Pact = 0.0019 Pmax = 0.0160 MaxReinfCheck = "OK" As = 0.16• in Asmin = 0.28. in2 Asteel = 0.21 • in2 n=1 Bar = 5 ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: BY: of I.A CH K'D Shear Design Ult. Shear @ support : Shear Design @ distance "d" from the face of support Ult. Shear @ distance "d" : Shear Strength provided by concrete : Shear Strength to be provided by steel : VU = 3.3 • Kip VU.d:=Vu-(1.2•wDL+1.6•wLL)•d Vc:=2• fc•psi•bspan•d Vs := 0.75 VU.d — Vc Vs limit for shear spacing : Vsi;m := 4 • fc • psi • bspan • d Area of shear reinforcement perp. to axis of member : Minimum area of shear reinforcement : Required area of stirrups : Av.perp-1VS • (fY • d) bspan Av.min 50psi • fy AV.req if(AV.min < AV.perp, Av.perp, AV.min) VU.d = 2.6 • Kip Vc = 9.1 • Kip Vs = -5.6 • Kip VSlim = 18.2 • Kip in2 Avperp = -0.1 ' ft in2 Av.min = 0.1 • ft in2 Av.req = 0.06.— ft .06•ft Proposed shear reinforcement : Stirrup's size : Stirrup's area : Ast := 0.0122. (Barstin)2 No. of stirrup's legs : Proposed stirrup spacing : a Barst := 3, Ast = 0.11 • in2 nieg := 2 Spcprop := 4in Reinforcing area checking : Max. stirrups spacing checking : -1 Av.prop Ast. nieg' SPCprop SpcMax := min (24in , 0.5d) StAreaCheck := if(Av.req < Av.prop , "OK" , "error") MaxSpcCheck := if(Spcprop < SpcMax, "OK" , "error") Stirrups #3 @ 4" o.c. Beam at Roof level Design Summary Section 6"x16" Top Reinf. 2-#5 Mid. Reinf. 2-#5 Each Face Bott. Reinf. 2-#5 Stirrups #3 @ 4" O.C. in2 Av,prop = 0.66 ft SpcMax = 6.9 • in StAreaCheck = "OK" MaxSpcCheck = "OK" ACOSTA & ASSOCIATES CONSULTING ENGINEERS Ivette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D Deflection Analysis Modulus of elasticity of concrete : Ec := 57000 .177 -psi Modulus of elasticity of steel : Modular ratio : n := Es • Ec 1 Modulus of rupture of concrete : fr := 7.5 . fc psi Maximum moment in member @ stage defelction is computed : IMA := MspanDL+ MspanLL Calculation of Moment of inertia of cracked section Ec = 3122 • Ksi Es := 29000Ksi n = 9.29 fr=411.psi MA = 7.4 • Kip • ft Comp. Steel : Tension Steel : Asc := 1 •0in2 Asc = 0.00 • in2 Ast :=2.0.311n2: Ast =0.62•in2 bspan Parameter "B" : B := n • Ast B=12.5ft Dist. "d1": d1 :=dt - d d1 =2.2•in Ratio : r• di kd:=LI 2•d•B• 1+ +(1+r)2 -(1+r) •B d Moment of inertia of cracked section transformed to concrete : Moment of inertia of gross concrete section about centroid al axis : (Neglecting reinforcement) Distance from centroidal axis of gross section, neglecting reinf., to extreme fiber in tension : Cracking moment: Effective moment of inertia : (n-1)•Asc r n • Ast r=0 kd=4.3•in bspan • kd3 n • Ast (n - 1) • Asc 4 ICR :_ + + ICR = 680 • in 3 (d-kd)-2 (kd-di)-2 Ig := bspan • dt3. 12 1 Ig = 2048 •in4 Deflection due to Uniformly Distributed Loads Yt:=0.5•dt yt=8 in MCR fr Ig • Yt (MCR)3 Ig+ 1 — MA / 3 MCR\ \MA) • ICR MCR =9•KO. ft 1e=2912•in4 Uniformly Dist. Service Load : WSery WDL + WLL 5 Wsery •Lbeam buni 384 Ec•I e 4 Lbeam Deflection : - 0.58. in > suni = 0 • in 240 Wsery = 438 • plf buni = 0.0201 • in => Verification OK ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: LA CH K'D 4. Concrete Column Design: 4.1. Concrete Column (TC -1) (L -Shape): Loads on column : Roof Area: Arearoof 13ft2 Roof DL on column: NDLR := RoofTDL• Arearoof Roof LL on column: NLLR := RoofLL • Arearoof Reaction on column from to B-1 : NDL1 := 3 • (0.5Kip) Column Self-Weigth from +40' to 8': Nsw :_ [(.67ft • 1.0ft) + (.33ft • .33ft) ] • 150pcf • 32ft Axial Load: NDL NDLR NDL1 {" NSW NLL NLLR Nsery NDL + NLL H col Distributed Load B Tri b uta ry Tie Column 8" x 16" reinf. 8-#5 , ties #3 @ 8" (See attached calculation) NDLR = 1.1 • kip NLLR = 0.4 • kip NDL1 = 1.50. Kip Nsw =3.7•Kip NDL = 6.3 • Kip! Nu_ =0.4•Kip: Ns„ = 6.70. K STRUCTUREPOINT - spColumn v4.81 (TM) Page 2 Licensed to: Acosta & Associates Consulting Engineers, Inc.. License ID: 60579-1036508-4-2C96F-2C96F07/27/13 07/27/13 F:\ACOSTA & ASSOCIATES\Projects\2013-4-9_1018_Elevator Addition to Existing ...\14 pile design.col 02:15 PM General Information: File Name: F:\ACOSTA & ASSOCIATES\Projects\2013-4-9_1018_Elevator Addition to ...\14 pile design.col Project: Elevator Addition - Cassola Column: 14" Pile Engineer: is Code: ACI 318-08 Units: English Run Option: Investigation Slenderness: Not considered Run Axis: X-axis Column Type: Structural Material Properties: f'c = 3 ksi Ec = 3122.02 ksi Ultimate strain = 0.003 in/in Betel = 0.85 Section: Circular: Diameter = 14 in fy = 60 ksi Es = 29000 ksi Gross section area, Ag = 153.938 in"2 Ix = 1885.74 in"4 Iy = 1885.74 in"4 rx 3.5 in ry = 3.5 in Xo = 0 in Yo = 0 in Reinforcement: Bar Set: ASTM A615 Size Diam (in) Area (1n"2) Size Diam (in) Area (in"2) Size Diam (in) Area (in"2) # 3 0.38 0.11 # 4 0.50 # 6 0.75 0.44 # 7 0.88 # 9 1.13 1.00 # 10 1.27 # 14 1.69 2.25 # 18 2.26 0.20 # 5 0.63 0.60 # 8 1.00 1.27 # 11 1.41 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, phi(c) 0.65 Layout: Circular Pattern: All Sides Equal (Cover to transverse reinforcement) Total steel area: As = 1.86 in"2 at rho = 1.21% Minimum clear spacing = 2.69 in 6 #5 Cover = 3 in 0.31 0.79 1.56 Factored Loads and Moments with Corresponding Capacities: Pu Mux PhiMnx PhiMn/Mu NA depth Dt depth eps_t Phi No. kip k -ft k -ft in in 1 30.00 0.00 *** End of output *** 36.40 999.999 4.81 10.31 0.00343 0.766 3 tag S t0 oe 1-t ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D 5. Foundation Design - General Data : Allowable Bearing Soil Capacity: Concrete strength : Reinforcing Steel: 5.1. Pile Design : - Dimensions : Soilaiiow := 2000psf fc := 3000psi fy := 60000psi Footing width : Bfoot := 7.42ft Footing lenght : Lfoot := 7.92ft Footing Height : Hfoot := 18in Critical section for Shear : d := Hfoot - 4in - 3in Wall Depth : Hwali := 8in Elevator Total Height : HTat:= 32ft Number of piles : Nopiles := 4 Elevator width : Elevwidth := 6.92ft - Loads Analysis : Service Load : Factored Load : Service Moment : Factored Moment : Qsery := NDL NLL Qfact:= 1.2NDL+ 1.6NLL MSery Soil self -weight : dsoil := 125pcf Concrete self -weight : Masonry self -weight: wconc := 145pcf Wwall := 68psf Windward EWWaIIA' Elevwidth'Tot H 2 Mfact := 1.0 2 2\ WindwardEWWaIIA • EIevwidth • HTot 2 'Psery=7•Kip; Qfact = 8 • Kip' iMSery = 205 • Kip • ft jMfact = 205 • Kip • ft ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D Pile Capacity Checking : Load Case 1 1.2DL+0.5LL+1.0W Cap Dimension . I Cap weight i Bfoot= 7 42 ft Lfoot 7 92rft NDL ! NLL Fi factor LOADS 51,996 FACTOR 1.2 _____ , 400 —071-_ 5 ___ _ Hfott i 18 in E !Wind 0 65 1.0 d >m Kips Cap = 13,222 4' 66 205 0 Ibf Numbers of Piles NoPiles = Forces Qserv= ____._..M..m.. _. MservX= _..h_. MservZ = Kips Kips Qfact= 78Kips _ 205TKips _ 0 MfactX ._. Kips,_.._. _ _MfactZ_ _,_t_._....._._ Load Case 1 1.2DL+0.511+1.0W Shaft Location X2 Z2 (ft2) MzXi/Sum X2 Kips MxZi/Sum Z2 Kips Axial Force P/Fi factor X (ft) Z (ft) (ft2) Kips Ton C/T Ton 1 2 3 4 -2.208 -2.208 0.25 0.25 -2.710 2.710 -2.710 2.710 4.88 4.88 0.06 0.06 7.34 _� 7.34 7.34 7.34 0 � .___.w__ �_0 0 -18.91__ W��µ�µ18.91 1 ��.. 39 1 0 Comp 1 � 30 1 30 � 19 0 19 -18.91 Comp Comp 0 18.91 39 Sum = 9.88! 29.37 Qfact Mfactx. Zi AxialForcefact + Nopiles SumZ2 ACOSTA & ASSOCIATES CONSULTING ENGINEERS Ivette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D Load Case 2 1.2DL+1.6LL+0.OW 1LOADS FACTOR Cap Dimension afoot 7.42 ft INDL 51,996 1.2 1 Lfoot = 7.92 ft N LL 400 1.6 Hfott = 18 in Fi factor 0.651 Wind��..,.,� 00 Cap weight Cap = 13,222Ibf Numbers of Piles NoPiles 4: - _ Forces Qsery 66 Kips iQfact= 79 Kips _l_..__.... MservX= .,. 205"Kips MfactX= O'Kips MservZ 0 Kips MfactZ = 0 Kips __ _ _ Load Case 2 1.2DL+1.6LL+0.OW P/Fi Shaft Location X2 Z2 MzXi/Sum X2 MxZi/Sum Z2 Axial Force factor X (ft) Z (ft) (ft2) (ft2) Kips Kips Kips Ton C/T Ton 1 -2.208 -2.710 4.88 7.34 0 -7.28 12 6 Comp 9 2-2.208 2.710 4.88 7.34 0 7.28 27 13 Comp 21 3 0 25 -2.710 0.06 7.34 0 -7 28 12 6 ...�_ Comp .._ .., 9 .�...___. W 4_...._ �_.. _R0.25 2.710 _ 0.06 7.34 0 7.28_.. _.�� 27 .. 13 Comp 21 Sum = 9.88 29.37 ACOSTA & ASSOCIATES CONSULTING ENGINEERS Ivette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: BY: of I.A CH K'D Load Case 3 0.9DL+1.0W LOADS FACTOR Cap Dimension Bfoot= 7 42 ft NDL 51,996, 0.91 Lfoot = 7.92 ft R NLL 400' _ 0.0, Hfott = 18i n Fi factor 0.65 _ . Wind 1.0 Cap weight 'Ca 13,222 Ibf E 3 Numbers of Piles NoPiles= 4' ; ' i ,... .QEF Forces € Kips +Qfact = 59 Kips Qsery = 66 ' MservX= 205/Kips 'MfactX= 205 Kips MservZ = 0 Kips T MfactZ = O Kips Load Case 3 0.9DL+1.OW P/Fi Shaft Location X2 Z2 MzXi/Sum X2 MxZi/Sum Z2 Axial Force factor X (ft) ° Z (ft) (ft2) (ft2) Kips Kips Kips Ton C/T Ton 1-2.208 -2.710 4.88 7.34 0 -5.42 14 7 Comp 11 2 -2.208 4.88_ 7.34__ 0_ 5.42 25 13 Comp 19 3 0.25 _2.71_0 -2.710 0.06 7.34 _.., 0 -5.42 LL 14 7 _ Comp 11 4 0.25 2.710 0.06 7.34 0 5.42 25 13 Comp 19 Sum = 9.88 29.37 Allowable Compresion Capacity = 35 ton Allowable Tension Capacity = 8 ton Maximum Compresion Individual Pile Loading = 30 ton < Allowable Compresion Capacity = 35 ton => ok Maximum Tension Individual Pile Loading = 0 ton < Allowable Tension Capacity = 8 ton => ok For Pile Design see attached PCA calculation Augercast Pile 14" 0 Design Summary Section 14" 0 Long. Reinf. 6-#5 Ties Reinf. #3 @ 12" o.c. ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D 5.2. Pile cap Design : - Ultimate Loads on piles : Combination Case 1 1.2DL+.05LL+1.0W (Max. Pile Rection) NUltimate 39 • Kip - Beam Action checking : Ultimate Shear : VU.1.foot NUltimate' Nopiles 2 Shear Strength : 4Vc 1 := 0.85.2 fc • psi • Bfoot • d Checking : Checkl := if(Vu.l.foot < 4Vc1 , "OK" , "error") -Two Way Action checking : The Pile Reactions can be considered as producing no shear on the section - Reinforced concrete design : Vu.l .foot = 78 • Kip �Vc l = 91.2. Kip Checkl = "OK" Distance from center of wall d1 := 3.16ft Distance from center of pile to center of the pile cap: to center of the pile cap: Ultimate Moment : Mu := -[(1.2 • NDS + 1.6 • NLL) • dl] + NUltimate' d2 d2 := 2.75ft Mu = 81.3. Kip • ft Distance from exterior compressive fiber to centroid of tensional reinforcement : d = 11. in Diameter of proposed bottom longitudinal reinforcement : rBar := 5 dr := Bar • 8 1 in Factor (31 : Resistance factor Reinforcement ratio : dr = 0.6 • in Abar := 0.0122 • (Barin) 2 Abar = 0.31 in2 [if[fc rrfc - 4000psi 1 := < 4000psi, 0.85, [0.85 - 0.05 1000psi Maximum reinforcing ratio: := 0.9 Pact 0.85. fc fy Pmax 0.75• fy psi+ y 2• Mu 0.85 • fc • • Bfoot • d2/ (0.85. 31 • fc 87000psi 87000 f Max. reinforcement checkii MaxReinfCheck := if(pact < Pmax, "OK" , "error") p l = 0.85 Pact = 0.0017 Pmax = 0.0160 MaxReinfCheck = "OK" ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D Area of Steel needed : As := Pact' Bfoot' d Minimum steel area : Asm,n :- if Reinforcement steel to provide : No. of bars to provide : Spacing : As = 1.68•1n2 3 12. fc •Ibf 200. psi 3. in2 • fc • Ibf 200. psi t' fy • ft fy • (Bfoot • d) fy • ft t fY • (afoot' dr _ Armin = 3.26 • in2 %steel if[As < Armin, (if(As • 1.33 < Armin, As • 1.33, Asmin)) , As] Abar = 0.31 • in2 n := ceil Asteel +1 Abar Asteel = 2.23 • in2 n=9 afoot - 2 COV spc := spc = 10.8 • in n-1 Footing Design Summary : Footing side : Bfoot = 89 • in Footing height : Hfoot = 18 • in Nro. of rebars : n = 9 Rebars # : Bar = 5 Spacing : spc := 10in ACOSTA & ASSOCIATES CONSULTING ENGINEERS [vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CHK'D 6. Connections between B-1 & Existing Beams For MWFRS): - Loads Analysis : - Main Wind Force Resistant System : Wind North-South WindwardNswallA := 57.2psf LeewardNswalIA :=-35.7psf Total Wind Pressure: Shear Force at elev. 8'-1.5" Shear Force acting on east and west wall: Tension Force per bar. WPNS :_ (WindwardNswallA - LeewardNSwallA) wpNs = 92.9 • psf 7ft • 32ft VNS = 20.8 • Kip VNS := wpNs VNS Vwall := 2 Vwa11 = 10.4 • Kip Vwall Tbar := 4 Tbar = 2.6 •Kip Using 4#5 Rebars with HIT HY 150 Adhesive with min. embed =5" into concrete fc=3000psi --> Allowable Tension Capacity per epoxy: Allowable Tension Capacity per rebar: ITensionepoxy _ 13.5Kip Tensionrebar:= 0.9 x 60Ksi • .311n2 = 16.7 • Kip Reduction Factors: Spacing Edge Distance 1 Edge Dist. perpendicular Dist. parallel towards edge or away from edge Tension I 0.79 I 0.60 I n/a I n/a Tensionailow := 0.79.0.60 • Tensionepoxy Tensionallow = 6.4 • kip > Summary 445 bars with HIT HY 150 Adhesive with min. embedment 5" into existing beam - Main Wind Force Resistant System : Wind East-West WindwardEwwalrA = 57.8 • psf LeewardEwwallA = -21 • psf Total Wind Pressure: Tbor = 2.6 Kip -OK wpEw :_ (WindwardEwwal!A - LeewardEwwallA) ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D Shear Force at elev. 8'-1.5" Shear Force acting on north and south wall: Shear Force per bar: WPEW = 78.8. psf VEW := wPEw • 7.5ft • 32ft VEw = 18.9. Kip VEW Vwall :=2 Vwall = 9.5 Kip Vwall Vbar := 8 Vbar = 1.2 • Kip Using 8#5 (4 per beam) Rebars with HIT HY 150 Adhesive with min. embed =5" into concrete fc=3000psi --> Shear Reduction Factor. Shear Strenght: (1):= 0.75 �Vn := 4).0.6. 60ksi • 0.31 int �Vn = 8.4 • Kip Reduction Factors: Spacing Edge Distance Edge Dist. perpendicularEdge Dist. parallel towards edge or away from edge Tension I 0.79 I n/a I n/a I 0.46 Shearallow := 0.79. 0.46. On Shearaliow = 3 • kip > Vbar = 1.2. Kip ACOSTA & ASSOCIATES CONSULTING ENGINEERS (vette Acosta - Florida P.E. # 69955 PROJECT: Elevator Addition - Cassola PROJECT NO.: 1018 PAGE: of BY: I.A CH K'D 6.1. Connection Between B-1 & Existing beams for C&C (per floor) : Wind Pressure acting on wall in the north -south dir: Tributary Length of wall: F := Zone4w = 106.4 • psf 11.1ft LTrib := 2 + 7ft Wind Force : w := Zone4w • LTrib 5.2ft Tension in each B-1 T := w • T = 3.5. Kip at east and west: 2 LTrib = 12.5ft w = 1335.3. plf Tension per bar in B-1: TbarCC = 0.9 • Kip < T TbarCC := 4 Tbar := 2.6Kip from previuos check Shear on beam due to VUB1 := 0.8Kip DL: TbarCC = 0.9 • Kip TbarCC VUB1 + = 0.4 <1.0 OK Tensionauow Shea -allow Wind Pressure acting on wall in the east -west dir: Tributary Length of wall: Wind Force : Shear in each B-1 at north and south Shear per bar in B-1: VbarCC = 0.6 • Kip < F := Zone4w = 106.4 • psf 11.1ft LTrib :=2 7ft w := Zone4w • LTrib 7ft V:=w•- 2 LTrib = 12.5ft w = 1335.3. plf V=4.7.Kip V VbarCC := $ VbarCC = 0.6 • Kip Vbar := 1.2Kip from previuos check Shear on beam due to VUB1 := 0.8Kip DL: VbarCC VUB1 + - 0.5 <1.0 Shearallow Shearallow �OK APPENDIX A CASSOLA- ELEVATOR ADDITION July 27, 2013 Local Information Wind Dir. 1 2 3 4 Exposure D D D D Basic Wind Speed: 175 mph Topography: None Optional Factors This project uses Toad combinations from ASCE 7. ASCE7-10 WLS4 -- [1.3] Copyright © 2020 SDG, Inc. Page 1 of 8 76 CASSOLA - ELEVATOR ADDITION July 27, 2013 Section - Main Section Enclosure Classification: Partially Enclosed Wall Length(ft) Overhang(ft) 1 2 3 4 115.0 54.17 115.0 54.17 0.0 0.0 0.0 0.0 Eave Height: 39.5 ft Parapet Height: 1.42 ft Parapet Enclosure: Solid Roof Shape: Flat wi W2 W4 W3 (Top ASCE7-10 Front W1 j W4 W3 Right W4 W3 jW2 WLS4 -- [1.3] Copyright © 2020 SDG, Inc. Page 2 of 8 2t CASSOLA - ELEVATOR ADDITION July 27, 2013 Composite Drawing 2 1 A 4 ASCE7-10 WLS4 -- [1.3) Copyright © 2020 SDG, Inc. Page 3 of 8 Z2 CASSOLA- ELEVATOR ADDITION July 27, 2013 Components and Cladding Input ASCE?-10 Component Description wall Wall/Roof Surface Label Zone Span(ft) Width(ft) Area(sqft) Wall 4 (AII) 11.5 24.0 276 WLS4 -- [1.3] Copyright © 2020 SDG, Inc. Page 4 of 8 CASSOLA - ELEVATOR ADDITION July 27, 2013 MWFRS Net Pressures This data was calculated using the building of all heights method. Wnd Direction 1 Surface ASCE?-10 z (ft) q (psf) Cp GCpi Ext Pres (psf) 1 Windward Wall 15.0 68.7 0.88 0.80 0.55 48.4 20.0 72.2 0.80 50.8 25.0 75.0 0.80 52.8 30.0 77.5 0.80 54.6 39.5 81.2 0.80 57.2 Parapet 40.9 81.7 1.50 0 122.6 Net w/ +GCpi (psf) 3.7 6.2 8.1 9.9 12.5 Net w/ -GCpi (psf) 93.0 95.5 97.5 99.2 101.8 2 Side Wall 39.5 81.2 0.88 -0.70 0.55 -50.0 -94.7 -5.4 3 Leeward Wall 39.5 81.2 0.88 -0.50 0.55 -35.7 -80.4 8.9 Parapet 40.9 81.7 -1.00 0 -81.7 4 Side Wall 39.5 A Roof 81.2 0.88 -0.70 0.55 -50.0 -94.7 -5.4 0 to 19.8 * 81.2 0.88 -0.96 0.55 -68.6 19.8 to 39.5 * 81.2 -0.81 -57.9 39.5 to 54.2 * 81.2 -0.59 -42.2 0 to 54.2 * 81.2 -0.18 -12.9 -113.3 -102.5 -86.8 -57.5 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. -23.9 -13.2 2.5 31.8 WLS4 -- [1.3] Copyright © 2020 SDG, Inc. Page 5 of 8 CASSOLA - ELEVATOR ADDITION July 27, 2013 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 2 ASCE7-10 Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Side Wall 39.5 81.2 0.89 -0.70 0.55 -50.6 -95.2 -5.9 2 Windward Wall 15.0 68.7 0.80 48.9 20.0 72.2 0.80 51.4 25.0 75.0 0.80 53.4 30.0 77.5 0.80 55.2 39.5 81.2 0.80 57.8 Parapet 40.9 81.7 1.50 0 122.6 4.3 6.7 8.7 10.5 13.2 93.6 96.1 98.1 99.8 102.5 3 Side Wall 39.5 81.2 0.89 -0.70 0.55 -50.6 -95.2 -5.9 4 Leeward Wall 39.5 81.2 0.89 -0.29 0.55 -21.0 -65.6 23.7 Parapet 40.9 81.7 -1.00 0 -81.7 A Roof 0 to 19.8 * 81.2 0.89 -0.90 0.55 -65.0 19.8 to 39.5 * 81.2 -0.90 -65.0 39.5 to 79.0 * 81.2 -0.50 -36.1 79.0 to 115.0 * 81.2 -0.30 -21.7 0 to 115.0 * 81.2 -0.18 -13.0 -109.7 -109.7 -80.8 -66.3 -57.7 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. -20.4 -20,4 8.5 23.0 31.7 WLS4 -- [1.3] Copyright © 2020 SDG, Inc. Page 6 of 8 CASSOLA - ELEVATOR ADDITION July 27, 2013 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 3 ASCE?-10 Surface z (ft) 1 Leeward Wall 39.5 q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net wl -GCpi (psf) 81.2 0.88 -0.50 0.55 -35.7 -80.4 8.9 Parapet 40.9 81.7 -1.00 0 -81.7 2 Side Wall 39.5 81.2 0.88 -0.70 0.55 -50.0 -94.7 -5.4 3 Windward Wall 15.0 68.7 0.88 0.80 0.55 48.4 20.0 72.2 0.80 50.8 25.0 75.0 0.80 52.8 30.0 77.5 0.80 54.6 39.5 81.2 0.80 57.2 Parapet 40.9 81.7 1.50 0 122.6 3.7 6.2 8.1 9.9 12.5 93.0 95.5 97.5 99.2 101.8 4 Side Wall 39.5 81.2 0.88 -0.70 0.55 -50.0 -94.7 -5.4 A Roof 0 to 19.8 * 19.8 to 39.5 * 39.5 to 54.2 * 0 to 54.2 * 81.2 0.88 -0.96 0.55 -68.6 81.2 -0.81 -57.9 81.2 -0.59 -42.2 81.2 -0.18 -12.9 -113.3 -102.5 -86.8 -57.5 This is Toad case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. -23.9 -13.2 2.5 31.8 WLS4 -- [1.3] Copyright © 2020 SDG, Inc. Page 7 of 8 CASSOLA - ELEVATOR ADDITION July 27, 2013 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 ASCE7-10 Surface z (ft) q (psf) G Cp GCpi Ext Pres (psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) 1 Side Wall 39.5 81.2 0.89 -0.70 0.55 -50.6 -95.2 -5.9 2 Leeward Wall 39.5 81.2 -0.29 -21.0 -65.6 23.7 Parapet 40.9 81.7 -1.00 0 -81.7 3 Side Wall 39.5 81.2 0.89 -0.70 0.55 -50.6 -95.2 -5.9 4 Windward Wall 15.0 68.7 0.89 0.80 0.55 48.9 20.0 72.2 0.80 51.4 25.0 75.0 0.80 53.4 30.0 77.5 0.80 55.2 39.5 81.2 0.80 57.8 Parapet 40.9 81.7 1.50 0 122.6 A Roof 0 to 19.8 * 81.2 0.89 -0.90 0.55 -65.0 19.8 to 39.5 * 81.2 -0.90 -65.0 39.5 to 79.0 * 81.2 -0.50 -36.1 79.0 to 115.0 * 81.2 -0.30 -21.7 0to115.0* 81.2 -0.18 -13.0 4.3 6.7 8.7 10.5 13.2 -109.7 -109.7 -80.8 -66.3 -57.7 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. 93.6 96.1 98.1 99.8 102.5 -20.4 -20.4 8.5 23.0 31.7 WLS4 -- [1.3] Copyright © 2020 SDG, Inc. Page 8 of 8 27 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 MAR 2S2717 BNS FBC 20 t— Master Permit No. 9"1C 13 - 2lOZ Sub Permit No. ❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS 11 CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9326- /V 2 4ysp-D/Z� 7 City: Miami Shores / County: R. Miami Dade zip: 33/3£- NOX Folio/Parcel#: 1�— 32� O27 Os�S/O Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name9...52,5- (Fee Simple Titleholder): 67%tl jZ C .ssdIA- Address: /V Z5- 01/ i4 f/$//D RF City: n% A44; s/M Rt3 State: FG Zip: c /SC( Tenant/Lessee Name: Phone#: Email: Phone#: 00,0716 -2-753' CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration 0 New Description of Work: COY.e_ ' coni 'YQ C* O v 0 Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ _. +ease► OtliARI0 3801. �. f11# 0 °1614 • :H iu• v 1 LISOSS is nnittlmmo3 (Revised02/24/2014) IvAvi6k1Z11eurnift ClE.I ''fion CCF $ .,-.:R,.y, "eett fGOw ,.a: Radon Fee $ / DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 0 '� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ( r L/'(/ Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 40, °day of 1='O6 , 20 /7 , by Q•or OW-volit , who is persor,y known to day of , 20 , by , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PU Sign: Print: Seal: — — • JOSE J. GIRALDO Notary Public - State of Florida Commission 0 FF 225273 My Comm. holm Aug 31. 2019 Oondld i. *Nora Navy Assn. NOTARY PUBLIC: Sign: Print: Seal: *************************************************************** APPROVED BY IRevised02/24/20141 Plans Examiner Zoning Structural Review Clerk 40. OWNER BUILDER DISCLOSURE STATEMENT NAME: C:20fA,2 ijgsa L 4 DATE: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ADDRESS: 932s--4/. SAy M e 7/1. it 4I S) 2c6 33 tete Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption.' You may not hire an unlicensed person as a contractor. It is your responsibility to make sure'the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial, 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by count or municipal ordinance. Initial s 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. 8. Initial I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. 1 also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 13X/1.134ysnoita= Z. AZ *ski am 2;4. FL Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. /YY+ Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this /171 By (6, -/Mi )1 e40 504 Produced there License or day of re. A, ,20 /7 who was personally known to me or who has as identification. OWNER --- 1 NOTARY JOSE J. GIRA1.00 Notary Public - Stab of Florida Commission N FF 228273 My Comm. Expires Aug 31, 2019 EoellQtllrOi/INtirafl l Notary Assn. as, f February 14, 2017 Dieter Aranda Aranda Construction Inc. 4613 University Drive, Suite 404 Coral Springs FL 33067 Dear Dieter Aranda: SUBJECT: GENERAL CONTRACTOR SERVICE .As you know I hired your company to do the "3rd Floor patio remodeling". This work was and is time sensitive, requiring you to complete the work 30 — 45 days after obtaining the Miami Shores permits. Although the permits were granted in or about November 2015, as of today the job has not been finished and substantial damages have occurred. This letter is to formally notify you that your services as General Contractor per our agreement dated September 2, 2015 are terminated. Sincerely, 9325 N. BAYSHORE DR. MIAMI SHORES FL 33138 SEWER: COMPLETE THIS SECTION! • Complete items 1, 2, and 3. Also`cbmete item 4 if Restricted Delivery is.deSiredi. • Print your name and address on, tItreverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: Arctnd:q @onb-i-rvc ori, \Ine. C/O ote.,Aec N -or So 4 (3 Uniue(tl: -.i Or. 5c.)14e, ADA Qacork tfftrity0 +-J- 3 3 0 6'? COMPLETE THIS SECTION ON DELIVERY A. Signatur X ❑ Agent ❑ Addressee C. Date of Delivery D. Is delivery address different from ite ? 0 Yes If YES, enter delivery address below: 0 No 3. Service Type ❑ Certified Mail ❑ Registered ❑ Insured Mail ❑ Express Mall ❑ Return Receipt for Merchandise ❑ C.O.D. 4. Restncted Delivery? (Extra Fee) 0 Yes 7014 2870 0001 1904 8389 tnana,c, nv,n ac,v,w ,agcp PS Form 3811, August 2001 Domestic Return Receipt 102595-02-M-1540 TED STAT,S PpsT4L.SVVIg5. First-ClassAlail Postage & Fees Paid USPS Permit No. G-10 fiG • Senderr'.'Pfea'se print your name, address, and ZIP+4 in this box • Mia Orme 5La (L666 (c1-0-1 1_02 Itch, f=l 33(02-r3�5, II'I1)1'1iI1IliIil�'1►1'��'11i111)"I1'�1��11111'!Ill, I Ip n M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. Owner's Name (Fee Simple Title Holder): � 1i f 1q ( �S.�d l� Phone #:(3459,26' —Z 7S-7 Owner's Address: 4,3 2 S N: eF1/S/�t/�t �'c City: M 1—t , s'P-r cs5 State : Zip Code: Job Address (Of where work is being done): 04144 ‘.4" /r/e_..r City: Miami Shores State: Florida Zip Code: Contractor's Company Name: A 6l N%)I9 (Q/YS 7 0 Crit +-I Phone #: 9534 2'2 Z ,bS/S,( Address: 96/3 Ou, ✓ Dec . S l iz { -Ced Y City: et, r1.4-( Sect- A/4 State: L Zip Code: 33 04 �? Qualifier's Name : Lic. Number: Architect/ Engineer of Record Name: 9775i/&- /1/e eieny.i - Phone #: Address: / 7S) 77/ 4-v rs City: /1I OWI ; State: It' L Zip Code: 3.7/ vs— Describe Work: I hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Mia ' Shores harmless of all legal involvement. Signature Signature Owner or Agent Contractor or Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me this 2Q -day of f ,20 (�;by Omc r CQSo/ this day of , 20 by Who is personally known to me or who has produced who is personally known to me or who has produced C2110 -'4J (�' O`'t`4- as indentification. as indentification. Nota Sign: Seal: is 144 1 a`+•Xt. + Nu�+u+rcw n. GONZALEZ a,MY COMMISSION!! GG 044602 on.r. EXPIRES: November 2, 2020 ,,rog .,to Bonded Thru Notary Public Underwriters Notary Public: Sign: Seal: BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING RECEIVED R 0 4 2016 BY: F BC 20 I Master Permit No.� � 2101- Sub Permit No. ❑ REVISION ❑ EXTENSION El RENEWAL ❑PUBLIC WORKS 'CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: '3Z.S.— %v 434)/.S'1-hpe?c,":" 2»a. County: Miami Dade Zip: Is the Building Historically Designated: Yes NO X City: Miami Shores Folio/Parcel#: Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 0 "i 144- C445( L#1 Phone#: Address: 3 Z-1 1- y 74-751/oLCr 94. City: if1 S Zip: 7/ 3?? Tenant/Lessee Name: Phone#: Email: State: CONTRACTOR: Company Name: /`.®» 6,74v v C-7)O,d Phone#: ('C% ry) �'L — 57r 6 (3 iv- '.4 V -$ /r V k- 28c, Address: 1 City: C.-0 C_ V i. l/�if ` S State: Zip: 73 43C 1)-- Qualifier Name: 9 1 E 11Li1- >4 Phone#:l Zir(:)6 _[., 21— "77 State Certification or Registration #: Certificate of Competency #: ) S 0- Z DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: 1\ Oo (-2' A__ /% 2- /9 Square/Linear Footage of Work: ❑ Repair/Replace ❑ Demolition Specify color of color thru Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) tile: ^� Permit Fee $ —L CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ . c Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this I) day of (' 'J'/21)(9 Aka / 4 , by 031,0-7_, 614-4' .f—a )fl, who is pVrsonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: LILYGUERRA * MY COMMISSION t FF 102698 EXPIRES: July 16,2018 Bonded TAru Budget Notary Services Signature The foregoing instrum OR was acknowledged before me this day of F--eib2-eJ , 20 It, , by who ispersonallyknown to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: • LILY GUERRA MY COMMISSION # H- iuz698 `• �It' EXPIRES: July 16, 2018 ut'rFOF Foee BondedThru Budget Notary Services as ************************************************************************************************************ APPROVED BY (Revised02/24/2014) Plans Examiner Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CHANGE OF CONTRACTOR / ARCHITECT Permit N. / Owner's Name (Fee Simple Title Holder):OMAII`. t� SSD l.4- Phone #: (3o, )2O6 -27s ,' Owner's Address: 93 25- N Soy Dot— City: o.City: Mi 9114 i s sin R 4—s State : Zip Code: 3343A— Job Address (Of where work is being done): City: Miami Shores State: Florida Zip Code: Contractor's Company Name: A s -ss Sec✓L:,yr Ccev#:f30,5") 899 -9 6.9 Address: 009 N.C. /27 7" Sr. City: /SSD2r /j4i$M: Qualifier's Name : pndtz; 6u 2 CL4ubra S State: FL. Zip Code: 33141 Lic. Number: C g C 057 6-7S— Architect/ 7S Architect/ Engineer of Record Name: Phone #: Address: City: State: Zip Code: Describe Work: ELc- V A•t02 SHf}F'7' A+v,d Par: hereby certify that the work has been abandoned and/or the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless of all legal ii rot - ' ent. Signature Signature Owner or Agent The foregoing instrument was aknowledged before me this .3 day of l_ ,20 ,by Di% i .- (p5x4 Who is personally known to me or who has produced as indentification. Notary Sign: Seal: AM\ _ANL_ JOIE J. GIRAL00 Notary Public - Stab of Florida k Commission I FF 221273 My Como. Expires Aug 31, 2019 Miami Nebry Assn. Contractor or Architect The foregoing instrument was aknowledged before me this day of / vV&1 , 20 by Gi4iriii'v4, 7„ who is personally known to me or who has produced �%Qlt ' kle%2.-///-11 as indentification. Notat4bl'c: — — —.0 — — — — — / M(I: moo Sign: Seal: 4.4'4 OMNlIl1NAIi. ft tarn Nv ismatione Ai is Is, too ' t''l 1111U 'Miry Ann. Omar Cassola 932. N. Bayshore Dr. Miami Shores FL 33138 Claudio Rodriguez Miami Skyline Construction 609 N. E. 127th St. North Miami FL 33161. Dear Mr. Rodriguez, As you are aware, the work your company was contracted for has been completed and paid for per the terms of our agreement. At this point I need to make a "Change of Contractor" at the Miami Shores Building Department in order to finalize the glass railing and decking on the roof. Would you kindly sign the bellow statement so that the building department can perform the "change of contractor". Regards, / Omar assola STATE OF FLORIDA COUNTY OF MIAMI DADE Th forevoing instrument w acknowledged before me this) day of • .• 16 by v/ L- efrO/Q who is personally known to me or who s produce as idfication h Signatur tary Public, State of Florida JOSE J.GIRALDO Notary Public . State of Florida ▪ Commission i FF 228273 eV My Comm. Expires Aug 31. 2019 4.4% Sadedtrough National Notary Assn I CIa dio Rodriguez owner of Miami Skyline Construction have no objection to Mr. Cassola's request to change the registered contractor at the Miami shores village building depart • i t. Claudio Rodriguez • Miami Skyline Construction STATE OF FLORIDA COUNTY OF MIAMI DADE T e foregoing instrument w s acknowledged�_�/before me this 7 day of ,20 £' by (� vd,fp' who is personally known to me or who has roduce j/ "3L2 // Sign • f Notary i ublic, State of Florida JOSE J. GIRALDO Notary Public - State of Florida Commission d► FF 228273 My Comm. Expires Aug 31. 2019 &WM through National Notary Assn. RECEIVED JAN 0 4' 2013 BY Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by Ek, 'j)t't�'4., .► L to perform special inspector services under the Florida Building Code at the V3oi Sd/,-Iy5 j � project on the below listed structures as of .42/.7 , 3 2(date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ./1-7Z-./1 ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) a SPECIAL INSPECTOR FOR C i s • ,1 i4/7 Note: Only the marked boxes apply. The following indivi ual(s) employed by this firm or me are authorized representatives to perform inspection * 1. ,97X, / r7,13' 2. 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed EngineerlA c ite Name DATE/ Created on 6/10/2009 (PRINT) /f /�' dric.,JeL-33//Address //3(r✓/��`%%L' 3 Phone No. 30r. t? -9 7‘ F1P. I/2" t1 172.721M)(P) as EAST PLAT LUAT ti L L_ L L L L L L L_LLLLL L _LLLLLL L_LLLLL L _LLLLL L_LLLLL F.aM • 0/5 SOUP/ 1' 0/5 EAST 20' KIEOE CON0 SEAWALL LL LI L_ L L LL L _LL LLLL L LLL 'J*L LLL LLL LLL 26.00; rr I g P. '0 LEVI 169. (M)(P) WEST LOT 3 BLOCK 4 Bearing, if any, shown based on Plat Meridian (reference) EAST E N09°59'00"E 70 OF WATER NOTES: - No platted easements. - No visible encroachments. This property described as: Lots 1, 2, Block 4, BAY LURE, according to the Plat thereof as recorded in Plat Book 44, Page 63, of the Public Records of Miami -Dade County, Florida. CERTIFIED TO: Omar Cassola 9325 North Bayshore Drive, Miami Shores, FL 33138 'THIS SURVEY DECLARATION IS MADE ON THE FIELD DATE INDICATED, TO THE OWNER(S) LISTED. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.' a. w . 2 o E E i_ 00 0 _ = iD o 4.C o 3 W 0 m `o a m 1° g g = 0 C 0 U N _ d m a d '3 E °c s - mom v N sO .0 p ° _ 5 a i. C o E 5 m a v a `o i, w 0 0 m c m m v = 0 E m s a O O 0 0 MI E 0. O 11 C F,Q T 0 0 m E v a o s..�m 2 1 V az _ W_ O 0 ::::::: g s='R , N = .0 >. p O 0 0 = E a c `o a Z v ycmmm` c ,76.,_0= m m E o 0 5 €mom E 231.1-7021.1.01:,18 0. U a 1 tr m 01 01 V H m y y m O C �'O O m m 0 0 0 C o F Q H E U g H c E L9 0 Z O G U 0 i 0 c' LEGEND A =Arc ASPH = Asphalt BM = Bench Mark BRG = Bearing CATV = Catch basin CB = Catch basin CBS =Concrete Block Structure CH = Chord Chatta.= Chattahoochee CL = Center Line CLF = Chain Link Fence CL. = Clear CONC.= Concrete D = Delta 0 = Diameter DH = Drill Hole DME = Drainage & Maintenance Easement E.B. = Electric Box Enc. = Encroachment F.F. = Finish Floor F.H. = Fire Hydrant F.I.R. = Found Iron Rebar FPL = Florida Power & Light F.I.P. = Found Iron Pipe F.N. = Found Nail L.P. = Light Pole M = Measured M.F. = Metal Fence M.H. = Manhole = Monument Line MON. = Monument N/A = Not Applicable N/D = Nail & Disc NTS = Not to Scale 0/S = Offset O.U.L. = Overhead Utility Lines OH = Overhang P = Plat PB = Plat Book PC = Point of Curvature P.C.C. = Point of Compound Curvature PCP = Permanent Control Point PG = Page P.I. = Point of Intersection E = Property Line PL = Planter P.O.B. = Point of Beginning P.O.C.= Point of Commencement P.P. = Power Pole P.R.M.= Permanent Reference Monument P.R.C. = Point of Reverse Curvature PT = Point of Tangency R = Radius R/R = Railroad PSM = Professional Surveyor Mapper RAV = Right -of -Way SWK = Sidewalk Sec. = Section (TYP) = Typical T = Tangent U.E. = Utility Easement W.F. = Wood Fence W.M. = Water Meter W.V. = Water Valve ,7= Denotes Spot Elevations Taken REVISIONS: FLOOD ZONE VE F.I.R.M.DATE 09/11/09 COMM. No. 120652 PANEL No. SUFFIX: 0093 J F.I.R.M.INDEX 09/11/09 BASE ELEV. + 11.00 N.G.V.D. ELEVATION NOTE: (IF APPLICABLE) L.F.EIev.= N/A (lowest habitable floor elevation). Elevation shown hereon refer to N.G.V.D. 1929. Lowest adjacent grade elevation= N/A BM, # N/A Elev = N/A Garage Elev.= N/A Erp.= N/A Not valid unless it bears the signature and the original raised seal of Florida licensed Surveyor and Mapper. TOPOGRAPHIC & BOUNDARY SURVEY. I HEREBY CERTIFY: that this survey meets the minimum technical standards as set forth by the ESS I • • L SURVEYORS orida Administrative .027 Florida Statutes. FLORIDA BO AND MAPPERS in Code, pursua pter 5J-1 o Section - i IVES 04/03/13 PrOFESSIO SURVEYOR AND MAPPER No. 4327. State of Florida. Alvarez, Aiguesvives and Associates, Inc. Surveyors, Mappers and Land Planners 5701 S.W. 107th Avenue #204, Miami, FL 33173 Phone 305.385.0385 Fax 305.385.0623 L.B. No. 6867 / E-mail: Fastsurveys@aol.com Field Date 03/28/13 Scale: 1"= 30' Drawn by: F.C. Drwg. No. 13-19781 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program Important: Read the instructions on pages 1-9. ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name OMAR CASSOLA 13-19781 Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9325 NORTH BAYSHORE DRIVE City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOTS 1 AND 2, BLOCK 4, BAY LURE, PB.44, PG.63 - TAX PARCEL NUMBER 11-3205-027-0540 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25°51'42.44"N Long. 80°10'17.28'W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 1B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? 0 Yes ® No RESIDENTIAL Horizontal to obtain flood insurance. Company NAIC Number: IFC 13 2013 NAD 1927 ® NAD h 983 A9. For a building with an attached garage: a) Square footage of attached garage 400 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? 0 Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name MIAMI-DADE B3. State FL B4. Map/Panel Number 12086C 0093 B5. Suffix L B6. FIRM Index Date 09/11/09 B7. FIRM Panel Effective/Revised Date 09/11/09 B8. Flood Zone(s) VE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) + 11 FT N.G.V.D B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM 0 Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 0 NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: N/A 0 CBRS ❑ OPA ❑ Yes ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1 -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/A0. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: # B-62 (MIAMI DADE) Vertical Datum: N.G.V.D 1929 Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 0 NAVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. 12.35 ® feet 0 meters 20.65 ® feet 0 meters 11.05 ® feet 0 meters 4.30 0 feet ❑ meters 5.15 ® feet 0 meters 4.0 4.2 N/A. 0 feet 0 meters ® feet 0 meters ® feet 0 meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a O Check here if attachments. licensed land surveyor? ® Yes ❑ No Certif. - s Name ' N IGUESVIVES License Number 4327 Title PROF SURVEYOR ompany Name ALVAREZ AIGUESVIVES AND ASSOCIATES. Address f 1 1 SW 107 AVE 204 City MIAMI State FL ZIP Code 33173 Signatur FE Form 086-0-33 /12) to 0 3 Telephone 305-385-0385 See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9325 NORTH BAYSHORE DRIVE 13-19781 Policy Number: City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CR9WN OF ROA I LEVATION = 3.78 FT (N.G.V.D.) C2.e) MAC INER LEVATION . FERS TQ A/C UNIT PAD LOCATED ON THE NORTH SIDE OF THE HOUSE. BENCHM • ' K ED: # B-62 (MI I pAt3r), ELEVATION = 8.66 FT (N.G.V.D.) LATITUD / 4NGITUDE OBTA,► El:/ USING A GPS MAGELLAN MAESTRO 4210 .. n dP Signature Date 03/28/2013 SECTION E/ BUILDING E ' VATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without B E), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet 0 meters ❑ above or ❑ below the HAG. ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or 0 below the HAG. E3. Attached garage (top of slab) is 0 feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 0 feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. 0 The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9325 NORTH BAYSHORE DRIVE 13-19781 Policy Number: City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FEMA Form 086-0-33 (7/12) Replaces all previous editions.