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RC-19-1501 (2)
RECEIVED 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 BUILDING ZPEBUILDING MIT APPLICATION ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS JOB ADDRESS: � � �1 0\,1\� RIA NO 1 5 019 B W M FBC 201 � Master Permit No. -0 ` o r.— (l Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL CHANGE OF CANCELLATION SHOP CONTRACTOR` t� P DRAWINGS Folio/Parcel#: l tT l t `iT(1 V Is the Building Historically Designated: Yes NO Occupancy Type: Load: Constructon Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Address: Lv'� V � l `e (— Q� Phone#: City: State: Zip: Tenant/Lessee ame: Email: x! t�r� ��/n� I Y 1 - i 1 Phone#: rl�•Jt lO":30a CONTRACTOR: Com an Name: _ Address: , City: Qualifier Name: ne#: ___�2L�03 `State: Zip: n rr��yy"ems __ Phone#:? State Certification or Registration #: ��J ` "i f(i��G Certificate of Competency #: DESIGNER: Architect/Engineer: &ZO Phone#: T$ro - ZriQ - Z ?-G $ - Address: &&tot c� City: li.At °*At State: -AR_ Zip: V'$I be, Value of Work for this Permit: $ Cl edo Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: tT44? GACj LM— i E SZ' LA&_ fir . t �`tb 1'_X� Specify color of color thru tile: Submittal Fee $ 2(� a ' � Permit Fee $ CCF $ 1-2 C13 CO/CC $ 5 t3 Scanning Fee $ <A Radon Fee $ ti C�� DBPR $ Notary $ Technology Fee $ 2G Training/Education Fee $ Double Fee $ Structural Reviews $ k ?-C> • W �a C� Bond $ —S6 ' N off` j Go TOTAL FEE NOW DUE $ (Revised02/24/2014) �/ G:R so bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien 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 qe approved and reinspectiorpfeeryvkbe charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this /S" dayof SS9-04Mbu 20 k \ by f`-x e( Sol tC , who is personally known to me or who has produced k �� S� 6� -0�7 ►J6SG'o as identification and who did take an oath. The foregoing instrument was acknowledged before me this day of /F- 20 I'll' by f,yw�. ru 5t�'CO who is personally knov�n to me or who has produced identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ASign: Sign: Print: MARTIN ALEJO PARRADO Seal: $.01 6 Notary Public, State of Florida K Commission# GG 266919 My comm. expires Oct. 14, 2022 APPROVED BY as Seal: `".. HARRY SANCHE:Z MY COMMISSION f# GG094929 4 EXPIRES April 17, 2021 (� Plans Examiner U( 17 Zoning (Revised02/24/2014) Structural Review Clerk SAC CONSTRUCTION CO. 2103 Coral Way # 815 Miami, Florida 33145 Ph.786.306.0329 Fax. 305.856.3113 E-mail: Alex@ scconstruction.us CGC# 1514636 Attention: Axel Soler Re: Garage Conversion Job Address: 117 NW 97 St SCOPE OF WORK: (01) GENERAL CONDITIONS (03) CONCRETE (04) MASONRY (05) METALS (06) WOOD & PLASTICS (07) THERMAL & MOISTURE PROT (08) DOORS & WINDOWS (09) FINISHES (10) SPECIALTIES (15) MECHANICAL (16) ELECTRICAL TOTAL: WORK TO BE DONE ACCORDING TO APPROVED SET OF PLANS ESTIMIAT ED COiVIPLETION TIME IS FROM 60 TO yV DAYS AFTER PLANS APPROVED NEW CONCRETE DRIVEWAY IT IS NOT INCLUDED IN THIS QUOTE REFRENCES AVAILABLE UPON REQUEST. PAYMENT SCHEDULE: $10000 INITIAL PAYMENT $5000 AFTER COMPLETED DEMOLITION $5000 AFTER CONCRETE SLABS PURED $5000 AFTER ELECTRICAL, PLUMBING AND MECHANICAL FINAL $5000 AFTER FINAL PERMIT COMPLETED EXCLUSIONS: MOVING FURNITURE, BATHROOMS AND LIGTHS FIXTURES, BLINDS, DECORATIONS, AND OR A/E FEES, SPECIAL INSPECTION FEES, CYLINDERS FOR C.I.P CONCRETE, SPECIAL INSPECTION, COIP'VECT1,01,V, PERCOLATION TESTS, SOIL BORING REPORTAND BACKFILL/COMPACTION Approved by: �LN /`.' Prepare by._ Alexander Soto 6/26/2019 $ 9,031.00 $ 12,500.00 $ 1,250.00 $ 4,600.00 $ 3,500.00 $ 3,500.00 $ 9,800.00 $ 6,000.00 $ 1,500.00 $ 6,600.00 $ 5,200.00 $ 35,000.00 AND SUBPERMITS FEES, ARE NOT INCLUDED. Date: la- /;6� —19 Date: /o -16 - !? FORM R405-2017 %. RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKUST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Afefhod Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the msidendal Simulated Performance Method shall include: • W This checklist 011 A Form R405 report that documents that the Proposed Design complies with SeFVN • R405.3 of the Florida Energy Code. This form shall include a summary page ...... indicating home address, a -ratio and the pass or fail status along with summary • • areas and types of components, whether the home was simulated as a worst-oase orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist th"t ca; be used for field verification (usually four pages4nay be greater). W Energy Performance Level (EPL) Display Card (one page) . . ...... w 04 HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 i" Mandatory -,Requirements (five pages) Required prior to CO for the Performance Method: ® Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1- one page) p3% A completed Envelope Leakage Test Report (usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) 11/25f2019 2:32:21 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FSC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 . FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Remodeling at 117 Builder Name: Street: 117 NW 97 St Permit Office: City, State, Zip: hTBmi Shores, FL, 33150 Permit Number. Owner. Axel Soler Jurisdiction: 231000 Design Location: FL, Miami County: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Projecte 9. Wall Types(1562.9 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1562.90 ft' b. WA R= ft' 3. Number of units, If multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= fe 10. Ceiling Types (1525.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=19.0 1525.00 ft' 6. Conditioned floor area above grade (W) 1525 b. WA R= . . ft Conditioned floor area below grade (ft) 0 c. WA • • R= :..... i..... 11. Ducts ' ..' : .. R ft' .' 7. Windows(391.5 sgft.) Description Area a. Sup: Attic, Ret: New Den, AH: New Den • • • 6 305 • a. U-Factor Dbl, U=1.08 391.47 ft' �' : �' • • �' SHGC: SHGC=0.43 ����•� :...•: b. U-Factor. WA ft2 12. Cooling systems • • • • • • kBtqMr. . jrfficlenty • SHGC: a. Central Unit • • • • 49.0 SEER:16.9U * • • 6 c. U-Fador. WA ft2 ' • •' : :...:. ' • "' SHGC: " •' 13. Heating systems ' • " kBtuRir Efficiency • d. U-Factor. WA ft' a. Electric Strip Heat : ":' : 25.6 COP:1.00 • SHGC: Area weighted Average Overhang Depth: 1.536 ft. • • • • ' Area Weighted Average SHGC: 0.430 14. Hot water systems • • • • • • • a. Electric Tankless • Cap: 1 gallons 8. Floor Types (1525.0 sgft.) Insulation Area EF: 0.995 a. Crawlspace R=19.0 1065.00 fN b. Conservation features b. Stab -On -Grade Edge Insulation R=0.0 460.00 fN None a WA R= fe 15. Credits Pstat Total Proposed Modified Loads: 76.01 Glass/Floor Area: 0.257 PASS Total Baseline Loads: 76.51 1 hereby certify that the plans and cations covered by Review of the plans and ST,1TR this calculatont are in Cp:It( A; Jr.'da Energy specifications covered by this O�•KEtE �. Code. `��% calculation indicates compliance h� r a with the Florida Energy Code.=y= ' PREPARED BY: Before construction is completed a DATE: ____LD-� �::�_w this building will be inspected for Section V y * _ compliance with 553.908 I hereby certify thatLdia ed� pliance pis Florida Statutes. with the Florida En e. �' �� WEsv=u or OWNER/AGENT: S= X-+� BUILDING OFFICIAL: DATE: : DATE: it - Compliance requires certiftfim i W IAe air handier unit manufacturer that the air handler enclosure qualities as certified factory -sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402A.1.2). 11/2512019 2:32 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPQRT PROJECT Tide: Remodeling at 117 Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 1525 Lot # Owner Name: Axel Soler Total Stories: 1 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 117 NW 97 St. Permit Office: Cross Ventilation: County: Miami -Dade Jurisdiction: 231000 Whole House Fan: City, State, Zip: Miami Shores, Family Type: Single-family FL, 33150 New/Existing: Existing (Projected) Comment: CLIMATE v Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL AP 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume • • • • • • • • • • • • • • • 1 Blockl 1525 12399.3 • • • • • • ; ""; SPACES ...... . . • ..... Number Name Area Volume Kitchen Occupants Bedrooms Infl19 • finished • Cooled K�aced 1 Main 1065 8520 Yes 3 2 1 • Yes ; ....-Os " Yell' 2 New Den 302 2615.3 No 2 1 1 • • • yes •Yes •'Y%; 3 Family Room 158 1264 No 3 0 1 Yes • ••'Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 7�# y 1 Crawispace _ Main 165 It^ 0 1065 It' 19 1 0 0 ✓ 2 Slab -On -Grade Edge Insulatio New Den 75 It 0 302 ft' — 1 0 0 T 3 Slab -On -Grade Edge Insulatio Family Room 52 ft 0 158 ft' 1 0 0 ROOF / Roof Gable Roof Rad Solar SA Emit[ Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) - 1 Gable or shed Barrel tile 1572 it' 190 fe Dark N 0.75 No 0.9 No 0 14 ATTIC # Type Ventilation Vent Ratio (1 in) Area RBS IRCC _ Z— 1 — Full attic Vented 300 1525 ft' N N — 11/25/2019 2:32 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING Ceiling Type_ Space R Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 19 Blown 1065 ft' 0.11 Wood 2 Under Attic (Vented) New Den 19 Blown 302 ft' 0.11 Wood 3 Under Attic (Vented) Family Room 19 Blown 158 ft' 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Omt To._---Wallsype_.- -- Space -Rt Vatue___...Ft .In ____F.t_._In_-_Area._-R-Value-Fraction_Absor__Grade9'•._ 1 N Exterior Concrete Block - Int Insul Main 4.1 42 3 8 338.0 ft' 0.05 0 0.050000 0 _i 2 E Exterior Concrete Block - Int Insul Main 4.1 7 8 56.0 ft' 0.05 0 0.050000 0 g_ 3 W Exterior Concrete Block - Int Insul Main 4.1 30 7 8 244.7 ft' 0.05 0 0.050000 0 4 S Exterior Concrete Block - Int Insul Main 4.1 15 7 8 124.7 ft' 0.05 0 0.050000 0 -4,/-- 5 S Exterior Concrete Block - Int Insul Main 4.1 14 8 112.0 ft' 0.05 0 0.050000 0 ✓ 6 S Exterior Concrete Block - Int Insul New Den 4.1 7 8 8 60.7 ft' 0.05 0 0.050000 0 _ 7 E Exterior Concrete Block - Int Insui New Den 4.1 30 7 8 8 265.1 ft' . 0.05 : t''' b O5001iq ... 9 -,/- 8 N Exterior Concrete Block - Int Insul New Den 4.1 11 9 8 8 101.8 I • • 0.05 0, • p.050000 6,0 e 9 W Exterior Concrete Block - Int Insul New Den 4.1 7 8 8 60.7 ft' • •:05 • 0 •0.0500(V ... b 110 W Exterior Concrete Block - Int Ins6tamily Room 4.1 4 9 8 38.0 ft' • .Q05 .0 0.0500QU • •' i 11 S Exterior Concrete Blockk - W InsFamity Room. 4-1 15 5 8 1233 ft? • • • 005 : 0 • • 1LO50000 * • • 0 12 E Exterior Concrete Block - Int Insfibmily Room 4.1 4 9 8 38.0 ft' * *: V45 •• •• :0. :.0.0500W •. 0 • •••••• WINDOWS • • • • • • • Orientation shown is the entered, Pro orientation. Wall OveArfug • • • • • • • # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Screening _ r 1 N 1 Metal Double (Clear) Yes 1.08 0.43 Y 20.0 ft' 2 ft 0 in 1 ft 4 in None None 2 N 1 Metal Double (Clear) Yes t.08 0.43 Y 26.9 ft' 2 ft 0 in 1 it4 in None None .� 3 N 1 Metal Double (Clear) Yes 1.08 0.43 Y 34.0 ft' 2 ft 0 in 1 ft 4 in None None 4 N 1 Metal Double (Clear) Yes 1.08 0.43 Y 9.5 ft' 2 ft 0 in 1 ft 4 in None None ✓ 5 N 1 Metal Double (Clear) Yes 1.08 0.43 Y 33.3 it' 2 it 0 in 1 ft 4 in None None ✓ 6 E 2 Metal Double (Clear) Yes 1.08 0.43 Y 20.5 ft 0 ft 4 in 0 ft 0 in None None 7 S 4 Metal Double (Clear) Yes 1.08 0.43 Y 41.1 ft' 2 ft 0 in 1 ft 4 in None None 8 S 5 Metal Double (Clear) Yes 1.08 0.43 Y 14.8 ft' 2 ft 0 in 1114 in None None 9 E 7 Metal Double (Clear) Yes 1.08 0.43 Y 11.7 It' 0 ft 4 in 0 It 0 in None None 10 E 7 Metal Double (Clear) Yes 1.08 0.43 Y 20.0 ft' 0 ft 4 in 0 ft 0 in None None 11 E 7 Metal Double (Clear) Yes 1.08 0.43 Y 26.9 it' 0 It 4 in 0 it 0 in None None 12 N 8 Metal Double (Clear) Yes 1.08 0.43 Y 9.5 ft' 2 It 0 in 1 ft 4 in None None 13 W 10 Metal Double (Clear) Yes 1.08 0.43 Y 14.9 ft' 0 ft 4 in 0 ft 0 in None None 14 E 12 Metal Double (Clear) Yes 1.08 0.43 Y 14.9 IF 0 ft 4 in 0 it 0 in None None 15 S 11 Metal Double (Clear) Yes 1.08 0.43 Y 93.5 It' 2 ft 0 in 1 ft 0 in None None 11/25/2019 2:32 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 UnDRA DAnr;_1n47 INDI IT CI IMMeDV ICT DPPnPT INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000362 1446.6 79.42 149.35 .1478 7 HEATING SYSTEM # System Type Subtype Efficiency Block _ _ . �-1 Electric Strip HeaU — _ _Capacity` NoneCOP:1 25 kBtulhr —�1 �. _Duds sys#1 COOLING SYSTEM ---# System Type _ — Subtype _ Efficiency Capacity — Air Flow_ SHR Block Duds } M 1 Central Unit Split SEER: 16 49 kBtuthr 1600 crm 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt tion _ 1 Electric Tankless New Den 0.995 1 gal 60 gal 120 deg • • • None • • : • SOLAR HOT WATER SYSTEM • FSEC £ollec�or �to�egQ• • Can #- Company Name System Modoi # Collector Model # •A'rea 11olume None None •• Ai• • •••••• DUCTS •••••• — Supply — — Return — Air CFM 2%• •617425 . . • : ii XV4 # Location R-Value Area Location Area Leakage Type Handler TOT OUT • • AIY Heat Cool 1 Attic 6 305 fe New Den 76.25 ft Default Leakage New Den (Default) (Default) 1 1 TEMPERATURES Programable Thermostat Y CeiIing Fans: Cooling Jan Feb Mar Venbttn�g Jan Feb Mar Apr May Jun Jul Aug WApr may Jun Jul Aug Sep Sep WOct Oct Nov HDec NovNov Dec 11/25/2019 2:32 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 `FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Coding (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area _ Thickness _ Fumiture Fraction Space Y Default(8 ibslsq.ft. 0 ftZ Oft 0.3 Master Bed Bed 2 a Defaulff8 bs/so.ft_ 0 ft2 0 ft 0.3 Kitchen Dining Bedr ...... . .. ...... . ...... .... . ..... .. .. . ...... . . . . . . . . ..•... . .0. 000000 .. . . .. . . . . . 11/25/2019 2:32 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 99 The lower the Energy Performance Index, the more efficient the home, 1. New home or, addition 1. Existing (Projected) 12. Ducts, location & insulation level a) Supply ducts R 6.0 2. Single-family or multiple -family 2. Single-family b) Return ducts R 6.0 c) AHU location New Den 3. No. of units (if multiple -family) 3. 1 4_ Number of bedrooms 4. 3 13. Cooling system: Capacity 49.0 a) Split system SEER 16.0 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) GroundMrater source SEER/CDP 6. Conditioned floor area (sq. ft.) 6. 1525 d) Room unit/PTAC. Eli?"' ...... e) Other *.. • .. 7. Windows, type and area a) U-factor:(weighted average) 7a. 1.080 b) Solar Heat Gain Coefficient (SHGC) 7b. 0.430 c) Area 7c. 391.5 8. Skylights a) U-factor.(weighted average) b) Solar Heat Gain Coefficient (SHGC) 9. Floor type, insulation level: a) Slab -on -grade (R-value) b) Wood, raised (R-value) c)_ Concrete, raised (R-value). 10. Wall type and insulation: A. Exterior. 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) B. Adjacent: 1. Wood frame (Insulation R-value) 2. Masonry (Insulation R-value) 11. Ceiling type and insulation level a) Under attic b) Single assembly c) Knee walls/skylight walls d) Radiant barrier installed 8a. NA 8b. NA 9a. 0.0 9b. 19.0 9c. 10A1. 10A2. 4.1 . . . . ...... . .. ...... 14. Heating system: .... Capacty 25.0 ; • " • ; a) Split system heatgyrppe H$j'P... b) Single package tM jnp HSP F • • • • • • ; c) Electric resistance . , .. . CPP • • • • • • • 1.0 • .... d) Gas furnace, natg&W as AFUE_., • e) Gas furnace, LP¢ AFIJE ; ,., •••••• • • f) Other 15. Water heating system a) Electric resistance EF 1.00 b) Gas fired, natural gas EF c) Gas fired, LPG EF d) Solar system with tank EF e) Dedicated heat pump with tank EF f) Heat recovery unit HeatRec% g) Other 10131. 1062. 16. HVAC credits. claimed (Performance Method) a) Ceiling fans 118. 19.0 b) Cross ventilation No 11 b. c) Whole house fan No 11c. d) Multizone cooling credit 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: Address of New Home; 117 NW 97 St. City/FL Zip. Miami Shores, FL 33130 11/2512019 2:32:25 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 117 NW 97 St. Permit Number. Miami Shores, FL, 33150 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION, R401 GENERAL (j R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) ttJJ display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings stall be pernittilim ...... Comply with Section C402.5. ' • .' i .. • .' • • • • R402.4.1 Building thm eral enveld1Ye building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. .... • . The sealing methods between dissimilar materials shall allow for differential expansion and contraction• "" • :... % R102 4.1.1 Irestatlstion.The components of the building thermal envelope as listed in Table R402.4.1.1.iZN�j1 j>b instali$81rf Ac�ordan ,� with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the mel:0919f�cipnstruction..Where require • by the code official, an approved third party shall inspect all components and verify compliance. • • • • •... % R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakac)2 rptfa rat exuding •seven ai i. • • • • changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shallp�cpnducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall t con ucted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of an penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the bullding thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using bght." doors.on masonry firepiaces, the doomsh39 be fisted and Labeled in accordance with UL 907. t-7/ R402A.3 Fenestration air IeakageWindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per Ltf square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 11/25/2019 2:32 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402AA Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wail R-value requirement. The door into the room shall be fully gasketed and any water lines and duds in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through corxiitioned. spaw to a minim=. of R-8- Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402A.5 Recessed lighting. Recessed luminaires installed In the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS 1�R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heathy and fooling system. •••••. ❑ R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric-relstarjde heat shall have controt+s► • • • • that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meetEhe heating bad. • . .' R403.3.2 Seating (Mandatory) All duds, air handlers, fitter boxes and building cavities that form the primarya`u contairimeni passagel3fs" ` for air distribution systems shall be considered duds or plenum chambers, shall be constructed and seAW "Accordance frith Sedfoo • • • •; C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet dud tightness criterij DCItl , : • • • : • • • Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuak es defined is Section 553.983W Or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (9) or (i), Florida Statutea,'(p,0e "subsVdb5VIeak fry e; jrl • • accordance with Section R403.3.3. • •••.•. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturers designation for an air leakage ol no mope than 2 percent • • :. of the design airflow rate when tested in accordance with ASHRAE 193. . . •••.•• • • R403.3.3 Duct Nesting (Mandatory). Duds shall be pressure tested to determine air leakage by one oithelol%wing raethw6s: : ""; • . 06* 1. Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's au handler enclosure If installed at the time.of the test All registers shall be taped or otherwise sealed during the test 2. Postconstrudion test Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, Including the manufacturers air handier enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the duds and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A wrdeniepoct of the reaufta. at-the•te&t.shattbe sigrad by the -party -conducting the test and provided to the coda o fSGal. dR403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. �R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105"F (41'C) or below 55"F (13'C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that LJ caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated weber cirr u iort and "mVeraicrrp maima n* nco syste(I4t ndatory, I lea led water circulation systems shaft be m ❑ accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return ❑ pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R0343-2 HoM trace Syslemms. Eiedric cheat trace systems shall comply witty IEEE 515A or UL 515_ Controls for sudr systems LJ shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 11/25/2019 2:32 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution fine and cold water line located as dose as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to -the highest acceptable temperature settings for the intended- use. The minimum temperature setting range shall be from 100"F to 140'F (38'C to 60'C). R403.5.6.1.2 Shut down. A separate switch or a dearly marked circuit breaker shall be provided to permit the power supplied to LLJJ electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment Installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heatingc degory. Solar w_-W heaters shalt meet the trim of Section. R403 5.6.2.1. R403.5.6.2.1 Solar water4w"ng systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy fader of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar cofiectors shall be tested in accordance with ISO Standard 9806, Test Metho"r jglar Collectors, and SRCC Standard TMA , Solar Domestic Hot Water System and Component Test Protocol;Collpttprs in installed solar • • + • • • water -heating systems should meet the following criteria: • • • • • • • •••••• • •• •••••• 1. Be installed with a tiff angle between 10 degrees and 40 degrees of the horizontal; and • 2. Be installed at an orientation within 45 degrees of true south. 060000 � •., � � • •••• • • • • R403.6 Mechanical ventilation (lland�oay} The bullding sha3 be provided with ventilation that meets'tk g�+Girenm" t�ttla „ • • • Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other apprpMi rgans of venti4tion + including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or vrarity dampers thet dose when the ventilation system is not operating. ' R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as aCwhdte-pouse ryechavical ... • ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. • • • • • • Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVkPecfripmenJ theAshall be: • • • • powered by an electronically commutated motor. • •.• • •. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following aria.: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from endo3ed space(s), then the walls of the space(s) from which air is drawn shall be Insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.744eatkVsndcooling squi4wt nt(UandawV). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment bads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 VII'M 3LE-1110USE MECHANICAL VENTitATH M SYST'EPA FAN EFFMACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFMIWATT) AIRFLOW RATE MAXIMU (CFM) Range hoods Any 2.8 cfmtwatt Any Irv4ine fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Qethroom, sf=y room 90 Z.a cftnft a Any. For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 11 /25/2019 2:32 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRe32017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) j R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less LL::JJ than the calculated total load but not more than 1.15 times greater than the total toad calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the bad calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple-famiy residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, th %capacity of equipment may be sired in accordance with good design practice. � ""' • • • • • • R403.7.12 Heating equipment capacity. • .. • ; .. • • ❑ R403.7.12.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as oalrw is d accoridi4ae Section.... R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the 6114ign cooling loipd even if. • the design heating load is 1.15 times greater than the design cooling load. .... . • • • • • • R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 l(WAttOdesigne ""' ...... LLJJ requirements calculated according to the procedure selected in Section R403.7.1. ...... . 0 • . • . . ••••.• ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural diaR atmospheric burners; .... ; shall not be less than the design load calculated in accordance with Section R403.7.1. " ' ; . ". ' • .... ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide doling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base bad periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections ❑ C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10'C), and no precipitation is failing and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F (4.8'C). ❑ R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exciusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at ❑ the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy snore. mvers or other vapor -retardant means shall root he required. R403.10A Gas- and ol"red pool and spa heaters. Ali gas- and oil -fined pool and spa heaters shall have a minimum thermal ❑ efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 11/25/2019 2:32 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator0he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fbdures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot fights. .••... • . •• ....•. •..• . •••.• •.•••• • • .••.. •• •• . .••••• • • • • .••.•• 11/25/2019 2:32 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 5 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Remodeling at 117 Builder Name: Street: 117 NW 97 St. Permit Office: City, State, Zip: Miami Shores, FL, 33150 Permit Number: Y U Owner Axel Soler Jurisdiction: 231000 w Design Location: FL, Miami COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall y� The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insu!ation in any dropped c@iling/t CaTng/attia the insulation and any gaps in the air barrier shaft be sealed. shall be aligned with the air bawl! • • • Access openings, drop down stairs or knee wall doors to • • • www..Y unconditioned attics aces shall be sealed. �' ' " ' • The junction of the foundation and sill plate shall be sealed. Cavities within comers and heaaersbf frame virafl!f • • Walls The junction of the top plate and the top of exterior walls shall be shall be insulates lby Uffipletey filffrl, the cam • sealed. with a material being %thermal resistance of Knee walls shall be sealed. per inch minimurrp. • • • • ... • Exterior thernalenvelspe insulation fpr framed • ; • walls shag be insVffg4iR subst4ffti'efCdhtact aQJ continuous aligNA h the air barrier. Windows, skylights The space between window/door jambs and framing, and : : • w w w w w . / and doors skylights and framing shall be sealed. • . ; " •' • • w �/ Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. : w ". ' • Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side coomy of sheathing, or continuous insulation Installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class 1 vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filed by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac Ds. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building J shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior wails, or insulation that on ✓ installation readily conforms to available space shall extend behind 121ptrig and wiring - Shower tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. ✓ Efeclricallphone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. M HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Cnncpalpd When required to be sealed, concealed fine sprinklers shall only be sprinklers ceased in a manor that i3 recommended by ttm m3mrfacturer. Caulking or other adhesive sealants shall not be used to fill voids bgtween fire sorinider cover plates and walk or ceffings- a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 11/25/2019 2:32 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 231000 —T—Permit #: Job infonnatton Builder: Community: Lot: NA Address: 117 NW 97 St. City: Miami Shores State: FL Zip: 33150 Air Leakage Test REsul+ta Passing results must meet either the Penbrmance, Prsscl qve, jr ERI &utmost • • O PRESCRIPTIVE METHOD -The building or dweging unit shall be tested and venfled as having an air leak errs 0e of nodexceeding 7 ai changes per hour at a pressure of 0.2 inch w.g. (50 Pascals) in Climate Zones 1 and 2. • • • • O PERFORfAMiCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having aarairleakage rate of sot exoeacTrrig. the selected ACH(50) value, as shown on Form R405-2017 (Performance) or R406-2017 (ERQ, section labetedes�r�fiilration;sut*h1on Al;yaQ, ACH(50)sPoOr 4 on Form R40S2017-Enc 3w C4 c (Penbanxw9) or R403,2017 (fRl • • • •7.000 • x 60 + 12399 — Method for caloulat tcl buiidin_I volume:: "' CFM(50) Building Volume ACH(50) * 0 Retrieved from architectural plans F] PASS 0 Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation Q Field measured and calculated must be verified by building department R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNETACC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals) Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f), (g), or (Q or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to thecode olrrcial. Testing shall be performed at any time after creation of all penetrations of the buikfing thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be dosed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers induding exhaust, intake, makeup air, back draft and fluo dampers shall be closed, but not soalbd beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shag be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: Phone: 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Cert'rfication #`. Issuing Authority: I W5l2019 2:32:29 PM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary Axel Soler Project Title: 117 NW 97 St. Remodeling at 117 (Miami Shores, FL 33150 11/25/2019 Location for weather data: Miami, FL - Defaults: Latitude(26) Altitude(30 ft.) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb 78F Humidity difference 57 r. Winter design temperature(MJ8 99%) 52 F Summer design temperature(MJ8 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 18 F Summer temperature difference 20 F Total heaUna load calculation 19498 Btuh Total coollno load calculation 43133 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Strip Heat) 128.2 25000 Sensible (SHR = 0.75) 109.9 36750 Latent 126.4 12250 Total 11 4 000 WINTER CALCULATIONS Winter Heatina Load (for 1525 s Load component Load Window total 391 sqft _ 7610 Btuh Wall total 1171 sqft 3123 Btuh Door total 0 sqft 0 Btuh Ceiling total 1525 sqft 1346 Btuh Ftoor total See detail report 3486 Btuh Infiltration 49 cfm 966 Btuh Duct loss 2966 Btuh Subtotal 19498 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 19498 Btuh Gimmor (`rnlinn 1 n-srl /fnr 1J;9J. cnfl\ Ce:�ngs(6.9'l� we.^.stlrxa%) SUMMER CALCULATION Load component Load Window total 391 sqft 15435 Btuh Wall total 1171 sqft 3470 Btuh Door total 0 sqft 0 Btuh Ceiling total 1525 sqft 2915 Btuh Floor total 881 Btuh Infiltration 37 cfm 805 Btuh Internal gain 7540 Btuh Dud gain 2397 Btuh Sens. Ventilation 0 cfrn 0 Btuh Blower Load 0 Btuh Total sensible gain 33444 Btuh Latent gain(ducts) 970 Btuh Latent gain(infiltration) 1419 Btuh Latent gain(ventilation) 0 Btuh Latent gain(intemal/occupants/other) 7300 Btuh Total latent gain 9689 Btuh TOTAL HEAT GAIN 1 43133 Btuh 8th Edition a ...... . .. ..•... MW.(5.GS:► y AMindoas(3b8'N) Latent int(16.99L) acascT.sKy `�,tttO I IntGain(1T.5r�l 0. ..... A/job, ,gyGauge® System Sizes ; PARED BY: E: EnergyCaugeO/ USRCZB v6.1 �. �.LOR1�:••' �� 114At,,`�� System sizinta Calculations - summer Residential Load - Room by Room Component Details Axel Soler Project Title: 117 NW 97 St. Remodeling at 117 Miami Shores, FL 33150 11 /25/2019 Reference City: Miami, FL Temperature Difference: 20.OF(MJ8 99%) Humidity difference: 57gr. Component Loads for Room #1: Main Type �-Overhang Window Area(sgft) HTM Load --� i Wndow , Panes SHGC U InSh IS OrntLen Hqt I Gross Shaded Unshaded ded Unshaded I 1 2 NFRC 0.43, 1.08 No No N 2.Oft 1.3ft 20.0 0.0 20.0 31 31 618 Btuh 2 2 NFRC 0.43, 1.08 No No N 2.Oft 1.3ft 26.9 0.0 26.9 31 31 832 Btuh 3 2 NFRC 0.43. 1.08 No No N 2.011 1.3ft 34.0 0.0 34.0 31 31 1051 Btuh 4 2 NFRC 0.43. 1.08 No No N 2.Oft 1.3ft 9.5 0.0 9.5 31 31 :.2E4 43tuh ' , 5 2 NFRC 0.43, 1.08 No No N 2.Oft 1.3ft 33.3 0.0 33.3 31 ;31 .' 1Q29 Btuh • • • • • I 6 .2 NFRC 0.43, 1.08 No No E 0.3ft O.Oft 20.5 1.3 19.2 I 31 OW i :1?61• Btuh • 7 .2 NFRC 0.43, 1.08 No No S 2.Oft 1.3ft 41.1 41.1 0.0 31 •3g • • • • 1270. Btuh • ...... 8 2 NFRC 0.43, 1.08 No No S 2.011 1.3ft 14.8 14.8 0.0 31 .33:.: 459 Btuh : . W_ind_ow Total (sgft) •... ; 681 a 8tuh•"•" Walls Type _200 U-Value R-Value Area(sqft) _ _ HWo • LOaA l . o .. • Cav/Sheath •••••• • ••••• 1 Concrete BIk,Hollow - Ext 0.15 4.1/0.1 214.3 3.8• • • 1 :.995 -Btuh :..... 2 ConcreteBlk,Hollow -Ext 0.15 4.1/0.1 35.5 2.0.006 145 Btuh • . 3 Concrete BIk,Hoitow - Ext 0.15 4.1/0.1 244.7 3.0 ' ; 725, Btuh ; • • 4 Concrete Blk,Hollow - Ext 0.15 4.1/0.1 83.6 .0 • •t4& •Btuh 5 Concrete M.Holkyw - Ext 0.15 4.1 /0.1 97.2 8 0o • • 288 Btuh • • . • . Wall Total _ - Ceilings j Type/Color/Surface I 1 ► Vented Attic/DarkTite �]CeilingTotal_ _- Floors Type 1 Stem/Crawlsp(v) 1 Floor Total 675 (sq Value R-Value Area(sgft) 0.049 19.0/0.0 1065.0 1065 (so 2!kQ111» HTM Load 1.91 ( 2036 Stuh 2036 Btuh 19.0 1065(sgft) 0.8 881 Btuh 1065.0 (sqft) 1 881 Btuh Zone Envelope Subtotal: 11729 Btuh 1 Ilnfiltration�Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load- _ Natural _ _0.18 8520 0.58 _ 21.1 464 Btuh j I Internal Occupants Btuh/occupant Appliance Load amain 3_ X _230 + _ _2400 3090 Btuh t Sensible Envelope Load: 15283 Btuh 1 DUCt load I Average seated, Suppty(116.0-Attic), Retum(R6.0-Cond.) AGM of 0.077) { 1180 Btuh ) Sensible Zone Load 16M Btuh EnergyGauge® / USRCZB v6.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Axel Soler Project Title: Climate:FL_MIAMI_INTL AP 117 NW 97 St. Remodeling at 117 Miami Shores, FL 33150 11 /26/2019 Component Loads for Room 02: New Den - - ' Type" 1 Overhang Window Area(sgft) HTM j6 Window I Panes SHGC U InSh IS Omt l _Len Hgt.lGross Shaded Unshaded Shaded Unshaded 1 9 " 2 NFRC 0.43, 1.08 No No 12 No No E 0.3ft E 0.3ft 0.011 O.Oft 11.7 20.0 0.9 10:9 0.8 19.2 31 64 31 64 10 11 NFRC 0.43, 1.08 1 2 NFRC 0.43. 1.08 No No E 0.3ft O.Oft I 26.9 1.8 25.2 31 64 12 2 NFRC 0.43, 1.08 No No N ! 2.Oft 1.311 I 9.5 0.0 9.5 31 31 Window Total 68 (sgft) _ -Walls Type -� �- U-Value R Value Area(sgft) KTM.`. Cav/Sheath - Load �- - 1243 Btuh 1652 Btuh 294 Btuh i BMW 6tuh toad •. • • .. • . • • 6 i Concrete Btk,Hollow - Ext 0.15 4.1/0.1 60.7 3.0 • 190• Btuh 7 Concrete Blk.Hollow - Ext 0.15 4.1/0.1 206.5 3V * 0 02 Btuh ; .... ; 8 Concrete BCc.Hollow - Ext 0.15 4.1/0..4 92.3 ,� tl' • • . :. Z;q •Btuh- • • l 9 Concrete l3k,Hollow - Ext 0.15 4.1/0.1 60.7 3.0000 j 180 Btuh • • • • • • Wall Total 420 (sgft) • •; • •; ;��`i.�tuh-a • • • Ceilings _ Type/Color/Surface U-Value R-Value Area(sqft) HTM• • ' toad • • • • • 2 �VentedAtticfDarkTile 0.049 19.0/0.0 302.0 Of:': 517 Stuh Ceiling Total 302 ft (s4) :• 111Atuh ••••• Floors _ Type - - -- - - -R-Value Size t �T�M• �:I load �.... 2 Slab On Grade 0.0 302 (ft-perimeter) 0.0 I . .. • 0.0 • Btuh Floor Total - _ 302.0 (sgft) T • b Btuh 1 Zone Envelope Subtotal: i 5728 Btuh r Infiltration Type Wholehouse ACH Natural 0.18 Intemal Occupants gain _ 2 Volume(cuft) Wall Ratio CFM= Load _2615 0.36 13.1 289 Btuh Btuh/occupant Appliance Load X 230 + 2400 2860 Btuh I I Sensible Envelope Load: 8877 Btuh I Duct load Average sealed, Supply(R6.0 Attic), Retum(R6.0-Cond.) ` (DGM of 0.077) 686 Btuh� 1 Sensible tone Load 9563 Btuh Component Loads for Room #3: Family Room { Type' 1 Overhang Window Area(sgft) HTM Load Windoj U InSh ~ w Panes SHGC -No O IS _ mt . Len- -W- Hgt Gross Shaded Unshaded Shaded Unshaded 13 12 NFRC 6.43, 1.08 No' 0.311 O.Oft 1 14.9 1.0 13.9 1 31 64 1 913 Btuh 14 { 2 NFRC 0.43, 1.08 No No E i 0.3ft O.Oft 14.9 1.0 13.9 31 64L4716 913 Btuh 15 12 NFRC 0.43, 1.08 No No S 2.0ft 1.0ft 93.5 93.5 0.0 31 32890 Btuh Window Total Type R-Value ( 123_(sgft) Btuh - Walls U-Value Area(sgft) HTM I Load I Cav/Sheath 1 in Concrete RkHollnw - Ext 015 4.1/0 1 2111 3.0 t BQ Atuh 11 1 Concrete Btk,Hoilow - Ext 0.15 4.1/0.1 29.8 3.0 88 Btuh 12 j Concrete Blk,Hollow- Ext 0.16 4.1/0.1 23.1 3.0 69 Btuh Total 76 (sgft) { 225 Btuh _Wall `�lanergyGauged� TUSRCZB v6.1 _ P Manual J Summer Calculations Residential Load - Component Details (continued) Axel Soler Project Title: Climate:FL MIAMI-INTL AP 117 NW 97 St. Remodeling at 117 Miami Shores, FL 33150 11/25/2019 " Ceilings Type/Color/Surface U-Value R-Value Area(sgft) HTM Load " 3 'Vented Attic[DarkTile 0.049 19.0/0.0 156.0 1.91 302 Btuh Ceiling Total 158 (sgft) _3_02 Btuh _ Floors Type R-Value Size HTM Load " 3 Stab On Grade 0.0 156 (ft-perimeter) 0.0 i 0 Btuh Floor Total 158.0 (sgft) 0 Btuh — T` — _ i _ _ -- — Zone Envelope Subtotal: 5244 Btuh ; _ Volume(cuft) Wall Ratio Infiltration Type Wholehouse ACH CVM:;'..I Natural _ _ _ _ 0.18 1264 0.06 204 • - : * .52._ Btuh . Internal Occupants Btuh/occupant ApglLEV". . • • • • Load 3_ X 230 + — 999.. _ .1599. Btuh. .... • Sensible Envelope Load! • •6886 Btuh •�•; • • Average sealed,SSupply(R6.0-AtNc), Retum(R&O-Cond.) (DGM of O' 87�) �{ • •532 Btuh• • • • • Duct load Sensible Zone Lbad 1 •' • • • • '1A18 �tuh i a � EnergyGauge® / USRCZB v6.1 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Axel Soler Project Title: Ciimate:r=L_MIAMI_INTL AP 117 NW 97 St. Remodeling at 117 Miami Shores, FL 33150 11/25/2019 Fw�— OLE HOUSE TOTALS _ Whole House Totals for Cooling EQUIPMENT Sensible Envelope Load All Zones Sensible Duct Load Total Sensible Zone Loads Sensible ventilation Blower Total sensible gain fffee feet. Latent infiltration gain (for 57 gr. humidity difference) • • • • • • Latent ventilation gain • • • • • • Latent duct gain ...... Latent occupant gain (8.0 people @ 200 Btuh per pe son)•' Latent other gain • • • Latent total gain 31047 Btuh 2397 Btuh 33444 Btuh :••O-Btuh •. (•Btuh 33444 Btuh j *4 -Btuh :• .•R.Btuh' 97,0 Btuh *li6Gd. Btuh' ;57QQ • Btuh 9689 Btuh 1. Central Unit # 49000 Btuh `Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U-Factor) (InSh - Interior shading device. none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, haft closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Hatf('A)) (Omt - compass orientation) Version 8 EnergyGauge® / USRCZB v6.1 Page 4 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Axel Soler Project Title: 117 NW 97 St. Remodeling at 117 Miami Shores, FL 33150 Building Type: User 11 /25/2019 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 18.0 F (MJ8 99%) Component Loads for Room #1: Main Window Panes/Type Frame U Orientation Area ft X HTM= Load 1 -2, NFRC 0.43 Metal 1.08 N 20.0 19.4 389 Btuh 2 2, NFRC 0.43 Metal 1.08 N 26.9 19.4 523 Btuh 3 2, NFRC 0.43 Metal 1.08 N 34.0 19.4 661 Btuh 4 2, NFRC 0.43 Metal 1.08 N 9.5 19.4 185 Btuh 5 2, NFRC 0.43 Metal 1.08 N 33.3 19.4: • 64Y8M 6 2, NFRC 0.43 Metal 1.08 E 20.5 19.4 • • 3A9•Btgh 7 2, NFRC 0.43 Metal 1.08 S 41.1 19.4' •;" 799 Btuh 8 2, NFRC 0.43 Metal 1.08 S 14.8 19.4" "" 287 Btuh Window Total 200.1(s fit """. 3t )&"Ah Walls Type Omt. Ueff. R-Value Area X HTM=.,':::. Load (Cav/Sh) - • • • • • • 1 Conc Blk,Hollow - Ext (0.148) 4.1/0.1 214 2.67. "., • 671 Ptuh 2 Conc Blk,Hollow - Ext (0.148) 4.1/0.1 35 2.67. .95 Btuh 3 Conc BIk,Hoilow - Ext (0.148) 4.1/0.1 245 2.67. b''S`ZWh 4 Conc Blk,Hollow - Ext (0.148) 4.1/0.1 84 2.67• • • 123 Sty h 5 Conc Blk,Hollow - Ext (0.148) 4.1/0.1 97 2.67 299Otuh Wail Total 675 1800 BtWh Load Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= 1 Vented Attic/D/rile (0.049) 19.0/0.0 1065 0.9 940 Btuh Ceiling Total 1065 s ft 940Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Stern/Crawlsp(Tile)(v) (0.052) 19.0/0.0 1065.0 sqft 0.7 788 Btuh Floor Total 1065 s ft 788 Btuh Room Envelope Subtootat 7419- Btuh- Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.24 8520 0.58 28.2 557 Btuh Duct load Average sealed, Supply(116.0-Attic), Retum(R6A-Cond.) (DLM of 0.179) 1431 Btuh Room #1 Sensible Room Subtotal 9407 Btuh EnergyGauge® / USRCZB v6.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Axel Soler Project Title: 117 NW 97 St. Remodeling at 117 Miami Shores, FL 33150 Building Type: User 11/25/2019 Component Loads for Room #2: New Den Window Panes/Type Frame U Orientation Area s ft X HTM= Load 9 2, NFRC 0.43 Metal 1.08 E 11.7 19.4 227 Btuh 10 2, NFRC 0.43 Metal 1.08 E 20.0 19.4 389 Btuh 11 2, NFRC 0.43 Metal 1.08 E 26.9 19.4 523 Btuh 12 2, NFRC 0.43 Metal 1.08 N 9.5 19.4 105AW Window Total 68.1 s ft .'. 1324 Btuh Walls Type Omt. Ueff. R-Value Area X HTM= LBW ' (Cav/Sh) : : 0 0 00 6 Conc Bik, Hollow - Ext (0.148) 4.1/0.1 61 2.67 9000 0 1 §2 l5Huh 7 Conc Blk,Hollow - Ext (0.148) 4.1/0.1 206 2.67• 00�- 5fi)•06 8 Conc B1k,Hollow - Ext (0.148) 4.1/0.1 92 2.67. .... 246 Btuh 9 Conc Blk,Hollow - Ext (0.148) 4.1/0.1 61 2.67. '..' 1Ei'2 OM Wall Total 420 ft • • • • • 1120 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM=- l:•aad • 2 Vented Attic/D/Tile (0.049) 19.0/0.0 302 0.9: , • 266 Btuh CeilingTotal 302 s ft Bt h Floors Type Ueff. R-Value Size X HTM= Wad' 2 Slab On Grade (1.180) 0.0 75.0 ft(perim.) 21.2 1593 Btuh Floor Total 302 sqft 1593 Btuh Room Envelope Subtotal: 4304 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.24 2615 0.36 17.5 347 Btuh Duct load Average seaed, Suppy(R&O-Attic), Retum(RS:R-Oondj (DLM of 0-.179) 834 Btuh- Room 02 Sensible Room Subtotal S485 Btuh Component Loads for Room 03: Family Room Window Panes/Type Frame U Orientation Area s ft X HTM= Load 13 2, NFRC 0.43 Metal 1.08 W 14.9 19.4 289 Btuh 14 2, NFRC 0.43 Metal 1.08 E 14.9 19.4 289 Btuh 15 2, NFRC 0.43 Metal 1.08 S 93.5 19.4 1818 Btuh Window Total 123.3 s ft 2396 Btuh Walls Type Omt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 10 Conc BIk, 011ow - Ext (0_148) 4.1/0.1 2.3 2.47 _ 62 BSuh. 11 Conc Blk,Hollow - Ext (0.148) 4.1/0.1 30 2.67 80 Btuh 12 Conc Blk,Hollow - Ext (0.148) 4.110.1 23 2.67 62 Btuh Wall Total EneravQaugeO / USRCZB v .6 s ft 203 Btuh Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Axel Soler Project Title: 117 NW 97 St. Remodeling at 117 Miami Shores, FL 33150 Building Type: User 11125/2019 Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 3 Vented Attic/D/Tile (0.049) 19.0/0.0 158 0.9 139 Btuh Ceiling Total 158 s ft 139Btuh Floors Type Ueff. R-Value Size X HTM= Load 3 Slab On Grade (1.180) 0.0 52.0 ft(perim.) 21.2 1104 Btuh Floor Total 158 SO 1104 Btuh Room Envelope Subtotal: ...... .'. 3843 Btuh .. Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= • Natural 0.24 1264 0.06 3.2 ,,,• 63 Btuh Duct load Average sealed, Supply(R6.0-Attic), Return(R6.0-Cond.) (DLM of 0.179; '..' 7in-0 fi Room #3 Sensible Room Subtotal ...Bt.. 4666 u.h 00 • . • • OLE HOUSE TOTALS Subtotal Sensible Heat Loss 19498 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Totat Heat Loss 1 1-0498 Btutr EQUIPMENT 7:771 1. Electric Strip Heat 25000 Btuh Key: Window types - NFRC (Requires U-Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or Tint' (Uses U-Factor and SHGC defaults) U - (Window U-Factor) HTM - (ManuaiJ Heat Transfer Multiplier) Version 8 EnergyGauge® / USRCZB v6.1 Page 3 r Residential Window Diversity MidSummer Axel Soler Project Title: 117 NW 97 St. Remodeling at 117 Miami Shores, FL 33150 11/25/2019 Weather data for. Miami - Defaults Summer design temperature 95 F Average window load for July 13864 Btu Cooling setpoi t 75 f= Peak window load for July 15596 Stu Summer temperature difference 20 F Excusion limit(130% of Ave.) 18023 Btu Latitude 26 North I Window excursion (Julvl • • • : done •••••• 18.000 17.000 16.000 15.000 14.000 13.000 12.000 11.000 .. . •. WINDOW Average and Peak Loads •• •• : '..' TCh art ...... • ,,• _ �,� �• i, 6 10 1.2 14 16 18 20 -- Window Load () —• Limitfor excursion — 12 Hoer Average Total July Window Load(Radiation and conduction) The midsummer window load for this house does not jjqqodftlyii dow load excursion limit. This house has adequate midsummer window di�ej�iQ�►/ PA v �.......... Ze EnergyGauge zy`3tw Sizi sidenN o R nly �7� 4,E, �QARED lC DATE �4 • 7i , 10ai1. • `��0 f1111�� W1 10050 N.E. SECOND AVENUE 0RiD / MIAMI SHORES. FLORIDA 33138-2382 TELEPHONE: (305) 795-2207 TRAVIS HENOALL FAX (3051 756-8972 I . . .... ...... Planning & Zoning Director • • ; 0 • • • • • • • • • • • • • • • • •••• • •• ••••• DEVELOPMENTORDER ...... ... ..:..' .... ... ...... File Number: STPL-000023-2019 Property Address: 117 NW 97 Street Miami Shores FL 33138 • • • • �' Property Owner/Applicant: Axel Soler Address: 117 NW 97 Street Miami Shores FL 33138 .Agent: Harry Sanchez Address: 4175 SW 98 Ct., Miami, FL 33165 Whereas, the applicant Axel Soler (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and. Sec. 600. Site plan review and approval for a garage conversion. Whereas, a public hearing was held on April 25, 2019 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) Approval is granted as shown on the plans submitted and made a part of this approval. 2) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. Page l of VISIT US ) www.m:amishoresvillage.com • V 3) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. 4) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Depajmn u of Health ...... (DOH/HRS) as required. • • • sees . • 5) Applicant to meet all applicable code provisions at the time ofprixitting. 6) This zoning permit will lapse and become invalid unless the Wcuk fer which A • , .... was approved is started within one (1) year of the signing of thq developineVp • • • • . order by the board chair, or if the work authorized by it N Vspended'of "":' abandoned for a period'of at least one (1) year. . . . . • ...... 7) The applicant maintains a minimum of two parking spaces on site• : • • • •: The application with conditions was passed and adopted this 2511 day of April, 2019 by the Planning and Zoning Board as follows: Motion to approve subject to Staff s recommendations with two additional conditions 1. Restricted covenant for single-family homes. 2. That the finished product be consistent with the rest of the house made by Ms. Irene Hegedus, Seconded by Mr. David Snow and the Motion was approved 4-0. Mr. Snow Yes Mr. Bergman Yes Ms. Hegedus Yes Mr. Brady Absent Chairman Busta Yes os• 0 7 Date John Busta Chair, Planning Board Page 2 of 2 Water and Sewer MIAMI•DADE PO Box 330316 i Miami, Florida 33233-0316 T 786-268-5360 F 786-268-5150 VERIFICATION FORM DATE: I August 27, 2019 BLDG PROCESS #: M2019016466 VF# 19-2019W VF - 902 INVOICE(S)#: N00068717 THIS FORM IS NOT VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM PROJECT NAME: AXEL SOLER RES PROJECT/AGREEMENT NUMBER: 2019W PROJECT DESCRIPTION: CONVERTING A 302 SF GARAGE TO DEN & BATHROOM TO AN EXISTING 1,223 SF SFR (PER PAPER PLANS) 1131010260100 I 117 NW 97 ST MIAMI I 10 2 I 1,525 I 1,223 SHORES le Housing SIR Inspection # Water Other No No Connection Type Reason for Connection Information Critical Habitat Wetlands ,No N/A THIS VERIFICATION LETTER CERTIFIES THAT AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY, AND IT DOES NOT GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE, FIRE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE PROPERTY. FOR ADDITIONAL INFORMATION EMAIL NEWBUSINESSSUPVLIST@MIAMIDADE.GOV. SHOULD IT BECOME NECESSARY TO INSTALL A SERVICE LINE AND/OR A SEWER LATERAL MDWASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING, AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS. A WATER AND/OR SEWER AGREEMENT MAY BE REQUIRED. AN INSPECTION FOR ANY EXISTING SERVICES WILL BE PROCESSED WITH THIS FORM, AND A SERVICE UPGRADE MAY BE REQUIRED WHICH MAY TAKE UP TO 12 WEEKS. THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) 2 INCH WATER MAIN AND/OR DOES NOT HAVE A(N) INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT PROPERTY. ProposedDay Sewer Gallons Per D. SFR less than 3001 s ft 210 d/unit 1 I 210 1 0 Footage/.I,- Previous Use Square Day Sewer Gallons Per b. 2018 - SFR less than 3001 s ft 210 d/unit 1 1 210 1 0 WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, SUBJECT TO PROHIBITIONS, OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF THE ANTICIPATED DAILY WATER AND/OR SEWAGE FLOW FOR THIS PROJECT WHICH WILL BE THE NUMBER OF,GALLONS PER DAY INCREASE STATED ABOVE. IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER AND/OR SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT IF APPLICABLE WITH THE DEPARTMENT. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST BE OBTAINED FROM D.E.R.M. SUBJECT TO RER'S TERMS AND CONDITIONS SET FOkTH IN THE CONSENT DECREE (CASE NO. 1:12-CV-24400-FAM) OR DOH ONSITE SEWER TREATMENT & DISPOSAL SYSTEM RULES & STATUES. COMMENTS: Refunds are based on the date of payment and subject to State Statute 95-11. Some fees are not refundable. Only 5/8" meter for domestic service and no irrigation meter: N/A CUSTOMER NAME: HARRY SANCHEZ CUSTOMER PHONE: Prepare by: Barbara Reding Approved by: Richard Robinson Printed Name of Reviewer Printed Name of Supervisor Attached the Comprehensive Planning and Water Supply Certification Letter Page 1 of 2 t MI®DMADE • miamid.degm Water Supply Certification Number: WSC-2019W-VF - 902 Water Supply Certification Issued Date: August 27, 2019 Building Process Number:M2019016466 Agent/Representative: Owner: HARRY SANCHEZ Water and Sewer PO Box 330316 Miami, Florida 33233-0316 T 786-268-5360 F 786-268-5150 I i Re: Adequate Water Supply Certification for the Project AXEL SOLER RES, Number 19-2019W-VF - 902 The Miami -Dade Water and Sewer Department (Department) has received your request to receive water services to serve the following project which is more specifically described in the attached Agreement, Verification Form, or Ordinance Letter. Project Location ProposedFolio Address Zip Code Lot Block 1131010260100 117 NW 97 ST MIAMI 10 2 1,525 1,223 , SHORES Proposed Use Square Footage/ # Units Water Gallons Per Day Sewer Gallons Per Day Previous Use Square Footage/ # Units Water Gallons Per Day Sewer Gallons Per Day Totals The Department has evaluated your request pursuant to Policy CIE-51D and WS-2C in the County's Comprehensive Development Master Plan and Limiting Condition No. 5. of the South Florida Water Management District Water Use Permit Number 13-00017-W. Based on its review of all applicable information, the Department hereby certifies that adequate water supply is available to serve the above described project. This Adequate Water Supply Certification will expire if a building permit is not applied for within 365 days of the date of issuance of said certification. If an Agreement is executed for the proposed project, the certification will remain active with the terms of the Agreement until such time as the building permit is applied for. If a building permit is applied for in accordance with the aforementioned conditions, this certification will remain active with the building permit process. Furthermore, be advised that this adequate water supply certification does not constitute Department approval for the proposed project. Additional reviews and approval may be required from sections having jurisdiction over specific aspects of this project. Should you have any questions regarding this matter, please contact Maria A. Valdes, Chief, Planning and Water Certification Section, (786) 552-8198 or via email at mavald .miamidade.gov. Sincerely, Barbara Reding New Business Representative Page 2 of 2 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: AXEL SOLER 19-65988 .R.K. A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 117 NW 97 STREET City State ZIP Code 0000 MIAMI SHORES Florida 33150 • • • • • • • A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) • • • •. • . • RESUB OF BLK 2 OF BONMAR PARK LOT 10 BLK 2 FOLIO: 11-3101-026-0100 • • •: • • • • • • • A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL • • • • • • : • • • • A5. Latitude/Longitude: Lat. N25151'52" Long. W80°1 T60" Horizontal Datum: •Q MID 1927 • x NAD 19i3'3; • • ..... A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurarfcb,. " •• • • • • • • A7. Building Diagram Number 8 • A8. For a building with a crawlspace or enclosure(s): • ...... a) Square footage of crawlspace or enclosure(s)- 1,170+- sq ft •.:.. • ' . b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 3 c) Total net area of flood openings in A8.b 792+- sq in d) Engineered flood openings? [:]Yes 21 No A9. For a building with an attached garage: a) Square footage of attached garage 214.20+- sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ❑x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES - 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 12086C 0302 L 09/11/2009 09/11/2009 X N/A (NGVD 1929) B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: N/A ❑ CBRS ❑ OPA 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. Policy Number: l l7 NW 97 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/Al—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: SEE SECTION D (COMMENTS) Vertical Datum: NGVD 1929 0000 Indicate elevation datum used for the elevations in items a) through h) below. •. •.. • ..... ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: "" • Datum used for building elevations must be the same as that used for the BFE. 0(114CWthe measurement used.. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11 . 00 p feet :'0 %eters0 : 00 •. •. meters 85 ....© feet .❑.• b) Top of the next higher floor 12 � ..... � c) Bottom of the lowest horizontal structural member (V Zones only) N/ . A • �]x feet '0 meters • • • • • d) Attached garage (top of slab) 11 , 00 _ • © feet 0 Ameters • • 75 1 feet *,•meters • e) Lowest elevation of machinery or equipment servicing the building 1—. , fl IJ (Describe type of equipment and location in Comments) • • • • f) Lowest adjacent (finished) grade next to building (LAG) 10. 60 ❑x feet ]'meters g) Highest adjacent (finished) grade next to building (HAG) 10. 80 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/ . A ❑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 authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. / understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number FRANCISCO A. AGUIRRE 3354 Title P.L.S. p�A Company Name SERVICES, INC D'AVILA & ASSOCIATES �4J'\ .\N2 Address�l 14750 NW 77 CT, STE 204 O� City State ZIP Code MIA LAKES Florida 33016 Signat Date Telephone 02-22-2019 (305)953-2600 Copy all pages of this Elevation Nertificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) A/C MACHINERY IS LOCATED ON THE SOUTHWEST SIDE OF SUBJECT PROPERTY. D1-B FF = 12.35'. THESE ELEVATIONS WERE MEASURED USING SURVEY -GRADE GLOBAL POSITION SYSTEM EQUIPMENT, THAT UTILIZES THE F.D.O.T. PERMANENT REFERENCE NETWORK AS ITS HIGH ACCURACY REFERENCE NETWORK (H.A.R.N) (NGVD 1929) L.C.O.R=10.88'; H.C.O.R=10.95". LATITUDE & LONGITUDE OBTAINED BY GPS. BM#1 N- 568 ELEV = 9.65' {NGVD 29), BM#2 N-567 ELEV = 10.54 {NGVD 291. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form rage 2 or 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. Policy Number: 117 NW 97 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, • • • • crawlspace, or enclosure) is ❑x feet ❑ meters t] above or Q b21bw the F4ASo • b) Top of bottom floor (including basement, • • crawlspace, or enclosure) is E] feet ❑ meters above or ❑beldW the L-Aeo - ...... E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (" a%es 1-2.aflnstructionir the next higher floor (elevation C2.b in 0000 • • .. .. ❑ feet ❑ meters .a oibQve or EJPejow the HAV the diagrams) of the building is ..... . . • . . feet ❑ �� above or ❑below the IOW E3. Attached garage (top of slab) is ❑ meters E4. Top of platform of machinery and/or equipment ' • • •• • servicing the building is []feet ❑ meters ❑above or MilAldw the NAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with thdcQMWnity's • floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this informaloVib Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form rage o or o FI FVATI0N 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. Policy Number: 117 NW 97 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33150 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 00*0 data in the Comments area below.) • • • • .... .... . ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or6mm WtV#issued BFE) • G2 or Zone AO. •••j•• •• •••••• ....•. • G3. ❑ The following information (Items G4—G10) is provided for community floodplain management pyrpQs*es. • 00000 • . • • . . 0000 • • • G4. Permit Number G5. Date Permit Issued ifJ G6. DatAC:rtT-ate of • • ..:. • CorroamaE /Occul3�wVq js%ued .... G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement . • . • •. . . . • .. • G8. Elevation of as -built lowest floor (including basement) ❑ feet ❑ meters Datum of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 r1 r\/A T1P1.1 ^r7r'b CIt%ATG 4Q o Inctn irtinnc fnr Item AR Pvnirntinn nnf, NrwPmhPr 3(1 gniR GLG YP11[will VL.i%W_ r- --- ----- - - MPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 117 NW 97 STREET City MIAMI SHORES State FL ZIP Code 33150 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. 41 a ' • • i 004 • w Photo One Caption 02/22/2019 y Photo Two Caption FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 3u, 1ui3 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 117 NW 97 STREET City MIAMI SHORES State FL ZIP Code 33150 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 Caption 02/22/2019 ALa t` 4 wr Photo Two Caption FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 PA ad/ �61(z2 NOTE: ALL SHEET MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES 0� n/ PROVIDE MUNICIPAL PROCESS NUMBER HERE Job Address 117 NW 97 ST, Miami Shores, FL 33150-1734 Contractor No. T D LL0 O ,Folio zLu 11-3101-026-0100 �Z 0o Last four (4) digits of Qualifier No. aLot 10 Block 2 ¢ Contractor Name o o R Subdivision RESUB OF BLK 2 OF BONMAR PARK PBpg o U. Qualifier Name i U_ Address City State _Zip_ — Metes and bounds [ ] New Construction on [ ] Demolish Current use of property SINGLE FAMILY RESIDENCE � Vacant Land [ ]Shell Only LL �] Alteration Interior [ ] Addition Attached 02 u L0. [ ] Alteration Exterior [ ] Addition Detached Description of Work GARAGE CONVERSION �a [ ] Relocation of Structure ( ] Re -Roof Sq. Ft. Units 1 Floors 1 [ ]Enclosure [ ] Foundation Only [ ] Repair [ ] Tent C OCR^ [ ] Repair Due to Fire Clue of Wor MBLD' [ ] Chg. Contractor Owner AXEL SOLER Address 117 NW 97 ST Uj Category 02 O [ ] Re -Issue LU [ ] MELE y [ ] Re -Stamp N City MIAMI SHORES State FL Zip 33150 ~ [ ] MLPG _ w [ ]Revision oc w Phone 305-807-7715 Last four (4) digits of a [ ] MMEC w [ ] Not Applicable for 3 [ ] FIRE °C Fire o Owner's Social Security No. y Name HARRY SANCHEZ Owner CESAR M. CANO O oa z Address 4175 SW 98 CT Address 4906 CAMPO SANG CT City MIAMI State FL Zip 33165 _ City CORAL GABLES State FL Zip 33146 W Y Z LU a15: Phone 305-807-7715 a� w a Phone 305-807-7715 l am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $209 for the first hour and $71.50 per each additional hour in addition to the review fees. Minimum charge one -hour. vain WW � 1- Request: Date: MOM ¢ 2°d Request: Date: 3rd Request: Date: 1 am requesting Optional Plan Review (OPP) to be scheduled as soon as possible at the rate of $75 for each discipline. a Additional review fees may apply. O O � 1 a' Request: Date: to w 2nd Request: Date: 3rd Request: Date: a 123 01-192 4114 S Miami Shores Village RECEIVED w * � Building Department JU2 S2 19 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 (0_T INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING master Permit No.?—C -0( "19-(Sb PERMIT APPLICATION Sub Permit No. [#BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 117 NW 97 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3101-026-0100 Is the Building Historically Designated: Yes NO X Occupancy Type: R-3 Load: Construction Type: V-B Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): AXEL SOLER Phone#: Address:117 NW 97 ST City: MIAMI SHORES State: FL Zip: 33150-1734 Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: TBD Phone#: Address: City: State: Zip: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: CESAR M. CANO Address:4906 CAMPO SANG CT Value of Work for this Permit: $ 8,900.00 ne#: Certificate of Competency #: Phone#: 305-740-7929 City: CORAL GABLES State: FL Square/Linear Footage of Work: 480 S. F. Zip: 33146 Type of Work: ❑ Addition 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition Ileserintion of Work: CONVERT GARAGE INTO A DEN WITH LAUNDRY. CONVERT EXISTING LAUNDRY INTO A NEW BATH. CHANGE REAR WINDOW TO AN EXTERIOR DOOR. Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Permit Fee $ Radon Fee $ Technology Fee $ Structural Reviews $ `�-- ;' --SUN : ?6G • Cip Training/Education Fee $ CCF $ DBPR $ CO/CC $ - Notary $ Double Fee $ _ Bond $ TOTAL FEE NOW DUE $ _ (Re%Ased02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has ccjnmenced 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 (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approve on# reinspection fee will be charged. Signatu OWNE The foregoing instrument was acknowledged before me this ?i8_t* day of _-10 l-"c— 20 1 "-1 • , by 14Y-ZL.. Sp� (,E12- who is personally known to Ze_or who has produced as identification and who did take an oath. NOTARY PUBLIC: ature CONTRACTOR The foregoing instrument was acknowledged before me this day of me or who has produced 20 by who is personally known to as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Pr t: H Y S CHEZ Print: Seal: o�,•'.Po HARRY SANCHEZ Seal: _ MY C ;.OMWIISSfON 9 GG094929 _" EXPIRES April 17, 2021 ************ *********************************************************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) h .3050 ME SEMNE AVEN E 0 ~� V. AMI SHCRES, FLCRIOA 3:j138•2382 TELEPHONE (7051795-e207 RA✓IS HENDAU FAX (=051 756-8972 F mZg & Zo, L rr DEVELOPMENT ORDER • • • • • • • • • • • • .... .... . . .... .... ..... File Number: STPL-000023-2019 •..... .... ..:..' Property Address: 117 NW 97 Street Miami Shores FL 33138 • • • • • • • • • • • • • • . . . . ...... Property Owner/Applicant: Axel Soler Address: l l 7 NW 97 Street Miami Shores FL 33138 • • • • • • • •' •: Agent: Harry Sanchez Address: 4175 SW 98 Ct., Miami, FL 33165 Whereas, the applicant Axel Soler (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval for a garage conversion. Whereas, a public hearing was held on April 25, 2019 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) Approval is granted as shown on the plans submitted and made a part of this approval. 2) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. Page 1 of 2 VISIT US www m-an,shoresv,'Ie9e coin 3) Applicant to apply for and obtain all necessary permits and approvals from outside agencies. 4) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami -Dade Department of Health (DOH/HRS) as required. 5) Applicant to meet all applicable code provisions at the time of permittin4.• • •: • • •••••• 6) This zoning permit will lapse and become invalid unless the 4drk for wticlah was approved is started within one 1) year of the signing of •'M` • velo' m nt •"•" PP ( g g .t�1� �p P � order by the board chair, or if the work authorized by it ia.ruspendad.or abandoned for a period of at least one (1) year. • • • • • • • • • • • . . 7) The applicant maintains a minimum of two parking spaces ort At, • •: • • • • • • • The application with conditions was passed and adopted this 2511 day vl; ttptil, 2419 & ; • • • •; the Planning and Zoning Board as follows: • • • •' Motion to approve subject to Staff s recommendations with two additional conditions 1. Restricted covenant for single-family homes. 2. That the finished product be consistent with the rest of the house made by Ms. Irene Hegedus, Seconded by Mr. David Snow and the Motion was approved 4-0. Mr. Snow Yes Mr. Bergman Yes Ms. Hegedus Yes Mr. Brady Absent Chairman Busta Yes as- o 7 Date John Busta Chair, Planning Board Page 2 of 2 JOAQUIN MONTESINO P R O F E S S I O N A L E N G I N E E R • 0 0 : • • •..• STRUCTURAL CALCU LATION�999*6 INTERIOR & EXTERIOR REMODELING IN A SINGLE-FAMILY RESIDENCE AT 117 NW 97 ST : •'. MIAMI SHORES, FL 33150 0 ow .`�` 0• •' ���eNSF'•• siy '� NO.69969 O �'O�O•'• ST � �/ '�.SSioNa� PROFS/06N) 00 GINEER LIC. 69969 6219 SW 131 PL Unit 102 MIAMI, FL 33183 Phone (786) 252 2768 :*00:0 . 0 0 0 0 . .... ...... ...... REMODELING INTERIOR & EXTERIOR .... .... . . .... .... ..... IN A RESIDENCE PROPERTY OF: ••:••: ••�••' :••• .. .. .... ...... . . . . ...... ALEX SOLER LOCATED AT: 117 NW 97 ST,MIAMI SHORES,FL 33150 1 •••.•• •.•.•. •••••. MECAWIND .....• .... .... . . • WINDOWS:A,B,C &D •.•.•. •..•• % • ' •; DOO RS: E-01,E-02 & S-C 1 ; ; ;"• ,' • • • • .. • • 0000 MECAWInd Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises. Inc. Copyright 2019r••-3..,- Date 9/8/2019 Project No. Company Name OPTIMUS STRUCTURAL DESIGN Designed By Address 117 NW 97 ST,MIAMI S14ORES,F'L33150 Description :WINDOW A City MIAMI LAKES Customer N&me ;•••;• State : FL Proj Location • • • File Location: C:\Program Files (xe6)\HECAWind v2.1.1.4\MecaWind\Default.Mnd • • • Directional Procedure Simplified Diaphragrm Building (dr1:19 Palt 2) All pressures shown are based upon ASD Design, with a LoadePaItt-tr of .16 Basic Wind Speed(V) = 175.CO mph •••••• •••••• Structural Cateaory = ]I Exposure Category •000-- •"• Natural Frequency = N/A Flexible Structure Nbr•• Importance Factor = 1.00 Kd Directional Factor •e CLaw. Damping Ratio (beta) = O.C1 •••••• • Alpha = 9. `0 Zg • _; 9001.00 •ft At 0.11 Bt • I ]:!cc • Am = .75 • • _. Bm •. • q.65.. Cc = 0.20 1 = 5000. 00 fit Epsilon = 0.20 Zmin = 15!dVft Slope of Roof - 3.5 : 12 Slope of Roof(Theta) = 30.30 Deg Ht: Mean Roof Ht = ll.°0 ft Type of Roof = Mansard RHt: Ridge Ht = 4.25 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= 1.00 ft Roof Area a 27.00 ft- 2 Bldg Length Along Ridge = 31.C•O ft Bldg Width Across Ridge= 12.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm. Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.95 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/i1.+]..7*3.4*lzm)) - 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 - 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient Topographic Adjustment 0.33*z = 3.80 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(C.33*z)]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not .include effect of internal pressure 2+MWERS-Wall Pressures for Wind Noamal to 12 ft wall L/B = 2.58 ph: Net Pressure at top of wall windward + leeward) = 33.68 psf pO: Net Pressure at bottom of wa'l (windward + leeward) = 33.68 psf ps: Side wall pressure acting uriformly outward. = .64 * ph 21.55 psf pl: Leeward wall pressure actincr uniformly outward = .27 * ph= 9.09 psf pwh: Windward wall pressure acting uniformly outward = ph-pl 24.58 psf pw0: Windward wall pressure actir:g uniformly outward = PO-pl = 24.58 psf K'FRS-Wall Pressures for Wind Norman to 31 ft wall L/B = 0.39 ph: Net Pressure at top of wall (windward + leeward) 38.70 psf p0: Net Pressure at bottom o- wall (windward + leeward) 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.91.@Ste pl: Leeward wall pressure acting uniformly outward = .38 * p* .9.14.72 psf pwh: Windward wall pressure acting uniformly outward = ph-pl •23.91.Q� . pw0: Windward wall pressure acting uniformly outward = p0-pl :0023.99 psf See fig 27.E-2for e.+• .•e. Parapet wind Roof Pressures • • .• • • • .... pressures f QZSee Table 27.6 2 .. .. . •. • . . Mean roof ht. • • • • • • p� I *fee • • • Wall Pressi See Table Elevation if Wind Umt Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 psf psf ---------- ---- 1 ---------- -15.93 15.83 2 -23.48 -11.21 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10, indicates tkat the zone/load case is not applicable. e•ifta Mansard Roof Roof Overharg Loads (Figure 27.6--3): Load Case 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 'A Ind Dirccilo:', rr�.rrrrr�. 11.87 psf .00 psf MECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2019 Date 9/8/2019 Project No. Company Name OPTIMUS STRUCTURAL DESIGN Designed By Address 117 NW 97ST,103AMI SHOR.ES,F], 33150 Description WJNDOWi-B City MIAMI LAKES Customer Name State FL Proj Location File Locattion: C:\Program Files (x8C)\MECAWnd 1.4\M-ecaW.1ndNDefau1t.wnd *so 460 0 Directional Procedure Simplified Diaphragrm Building 460:*9 (Ch 27 & Part 2 All pressures shown are based ;ipon ASD Design, with a Load Pa. C. S 0. 2' • 6 of 8-000• Basic Wind Speed(V) = 175.07 mph Structural Category = II Exposure Category *00400 *_ 0 e48 IF 0 Natural Frequency a NIP. Flexible Structure es go We Importance Factor = 1.01 Kd Directional Factot**!ko: 0.8re Damping Ratio (beta) = 0.01 Alpha 9.53 Zg 6 900 . 630 ft At = 0.I L Bt 1.400 Am 0.17, Bm 0164..e Cc = 0.23 1 = 500.00 ft Epsilon = 0.21 Zmin = 15.00 ft Slope of Roof = 3.5 : 12 Slope of Roof(Theta) 30.30 Deg Ht: Mean Roof Ht = i1.53 ft Type of Roof = Mansard Rift : Ridge Ht = 1.5) ft Eht: Eave Height = 6.00 ft OP: Roof Overhang at Eave- 1.0) ft Roof Area = 9.00 ft^ 2 Bldg Length Along Ridge 12.0) ft Bldg width Across Ridge= 31.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Strictures - Complete Analysis Zm: 0.6*1it = 15.00 ft lzm: Cc*(33/Zm)^0.167 - 0.23 ilzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht.)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCp! GCPi Internal Pressure Coefficient Topographic Adjustment 0.33*-, 3.80 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * (Kzt(0.33*z))^0.5 = 175.00 mph Not Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not .3mc2ude effect of internal pressure MKFRS-Wall Pressures for Wind Normal to 31 ft wall LIB 0.39 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf pO: Not Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 4 ph 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf nwh: Windward wall. pressure acting uniformly outward = ph-pl = 23.99 psf pwO: Windward wall pressure acting uniformly outward = pO-pl = 23.99 psf MWF'RS-Wall Pressures for Wind Normal to 12 ft wall LIB 2.58 ph: Net Pressure at top of wall (1indward + leeward) = 33.68 psf p0: Net Pressure at bottom of wall (windward + leeward) = 33.68 psf ps: Side wail pressure acting uniformly outward = .64 + ph = 21.55 psf pl: Leeward wall pressure acting uniformly outward = .27 + ph- 9.09.psf. pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.58:pEf•• pw0: Windward wall pressure actin+; uniformly outward = p0-pl=:..•*39.58.psf. ••.•.• .••••• • See Fig 27.6-2 for "'•" • Parapet wind Roof Pressures 000000 . • pressures See Table 27.E-2 0000 . ..... •..• Mean roof ht. •••••• ' Pn • • • • wail Press See Table ; Elevation Wind —> B Plan Net wind Pressures on Roof (Table 27.6-2). Exposure Adjustment Factor Zone Load Casel Load Case2 psf ---------- Psf ---------- ---- 1 -15.93 15.83 2 -23.48 -1.1.21 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 1.000 Note: A value of 10' indicates that the zone/load case is not applicable. G-) ter'" W64 Hinsard Roof Roof Overhang Loads {Figure 27.6-3}: Load Case 1• Povhi: Overhang pressure for zone 1. Povhi: Overhang pressure for zone 3 Load Case 2• Povhl: Overhang pressure for zone 1 Povhi: Overhang pressure for zone 3 !i€ 001� r .... .••. • • • , •• •• • •••• • ••••• • •••••• • • --?7.03:140"' • • ' ' • • • • • • = 11.87 pV _ .00 psf MECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2019 -,-r -!-i Date 9/8/2019 Project No. Company Name OPTIMUS STRUCTURAL DESIGN Designed By Address 117 NW 97 ST MIAMI SHoRES,rL 33150 Description :WINDOW-C City MIAMI LAKES Customer Name State Fl, Proj Location File Location: C:\Program Files (x86)\MECko7i.nd t2.1.1.4\Me--aWind\Defac-t.w.nd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based iipon ASD Design, with a Load Faqtor 0 of Basic Wind Speed(V) = 175.0) mph 0..q : 00000. Structural Category = I( Exposure Category CI oto00 O* 00000 00 Natural Frequency N/A Flexible Structure :Na • Importance Factor 1.0) Kd Directional Factor 0.8.5 • Damping Ratio (beta) = 0.0: 9.5) Zg *00::100.06:1:00 0000 Alpha 0 At= 0.11 Bt 0-000 1.00 00000 0 Am0.15 Bm 001000 0.%:000 0 0 0 c = 0.2) 1 :*FO.0500.00 A •0 0 0 Epsilon = 0.2) Zmin 0 15.00 ft 0 Slope of Roof = 3.5 : 12 Slope of Roof(Theta) o 30AQoQCV 90-40 Ht: Mean Roof Ht = 11.5) ft Type of Roof 0. t4ansafd : RHt: Ridge Ht 3.25 ft Eht: Eave Height 0 8. :00 ft 0 0 0 0 0 OH: Roof Overhang at Eave= 1.0) ft Roof Area = 10. of). C-0, 2 Bldg Length Along Ridge = 4.75 ft Bldg Width Across Ridge= 15.40 ft Gust Factor Category I Rigid Structures Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category 11 Rigid Strictures - Complete Analysis Zm: 0.6*11t = 15.00 ft lzm: Cc*(33/Zm)^0.167 0.23 Lzm: 1*(Zm/33)^Eps-i1on = 427.06 ft Q: (1/(1+0.63* ((B+Ht)/Lzm)^0.53))^0.5 0.95 Gust2: 0.925*((1+1.7*'Lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Table 26.11-1 internal Pressure Coefficients for Buildings, Gcpi GCPi Internal Pressure Coefficient +/-0-18 Topographic Adjustment 0.33*z = 3.80 Kzt (0.33,z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)J^0-5 175.00 mph Not Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not imc2ude effect of internal pressure MWFPS-Wall Pressures for Wand Nor-mal to 15.4 ft wall L/B 0.3.1. ph: Net Pressure all top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wall (windward + leeward) 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 23.99 psf pwO: Windward wall pressure acting uniformly outward = pO-pl = 23.99 psf. MWFRS-Wall Pressures for Wind Normal to 4.75 ft wall L/B - 3.24 ch• Net Pressure at top of wall twindward + leeward) - 33.68 psf 00: Net Pressure at bottom of wall (windward + leeward) = 33.68 psf ps: Side wall pressure acting uniformly outward = .64 * ph = 21.55 ps-f pl: Leeward wall pressure acting uniformly outward = .27 * ph= 9.09 psf pwh: Windward wall pressure acting uniformly outward ph-pl = 24.58 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.58 psf See Fig 27.6-2 for • • • • . • • • • • Parapet wind Roof Pressures + • • "' �' • pressures See Table 27.6.2 000000 :see.: 0900 so** Mean roofht. ••�••� ,•.. • • Pn t �.••.� ..•: .•••�• Wind • • •. '••••. Wall Pressures —� g ' ' • ' • See Table 27.6-1 h • • Plan P� Elevation Not Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 Psf Psf ------------------------ 1 -15.93 15.83 2-2.3.48 -11.21 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10, indicates that the zone/toad case is not applicable. Mansard Roof Roof Overhand Loads (Figure 27.6-3): Load Case 1- Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 K"kil rtc-........ , z....,< ,..c.i.. l,t lle.. ! of ? : p"h _••••Rl�`1.99 �r • _...... .00 psi MECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2019 Date 9/8/209 Project No. Company Name OPTIMUS STRUCTURAL DESIGN Designed By Address 117 NW 97 ST,MIAMI SHORES,YL 33150 Description WINDOW D City MIAMI LAKES Customer Name State FL Proj Location File Location: C:\Program Files (x86)`,MECAWind i•2.1.1.4\Mecawind\Defauit.xnd Directional Procedure Simpliied Diaphragrm Building (Ch 27 Part 2) A1.1 pressures shown are based Anon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.0) mph Structural Category = I Exposure Category = C Natural Frequency = N/A Flexible Structure = 2i0 • Importance Factor = 1.0) Kd Directional Factor; =�•� O.S ••.�.� Damping Ratio (beta) - 0.0 •• • , , �• Alpha = 9.5) Zg ••i•••900.Q(Toft At = 0.11 Bt ••.;.• 1.00 �•���� 0.13 Bm 0is 0.6 •.•..: ' Cc - 0.2) 1 ',.:.'500.@ Epsilon = 0.2) Zmin = 15.06'tt ";••, Slope of Roof - 3.5 : 12 Slope of Roof(Theta) 0*:_0: 30.30;i21 ••••• Ht: Mean Roof Ht - 11.51 ft Type of Roof •e ='Mansat6" •••••• RHt: Ridge Ht = 4.0) ft Eht: Eave Height : "�'; 8.00 -ft •• OR: Roof Overhang at Eave= 1.03 ft Roof Area ' _ • 1010� �� ••••:. • • 2 Bldg Length Along Ridge = 31.03 ft Bldg Width Across , Ridged + 12.-00 •fet • • ; " '•; Gust Factor Category I Rigid Structures - Simplified Method •••. Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Strictures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 - 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft 4:(1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 - 0.95 Gust2: 0.925*((1+1.7*lzm*3.4*0)/(1.+1.7*3.4*1.zm)) s 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 - 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, Gcpi GCPi Internal Pressure Coeffiwient = +/-0.18 Topographic Adjustment 0.33*z a 3.80 Kzt (0.33*z): Topographic factor 3t elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: J * [Kzt(0.33*z)]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not include effect of internal pressure MW'FRS-Wall Pressures for Wind Normal to 12 ft wall LIB 2.58 ph: Net Pressure at top of wall (windward w leeward) = 33.68 psf p0: Net Pressure at bottom of wall (windward + leeward) = 33.68 psf ps: Side wall pressure acting uniformly outward - .64 * ph = 21.55 psf pl: Leeward wall pressure acting uniformly outward - .27 * ph- 9.09 psf pwh: Windward wall pressure acting uniformly outward - ph-pl 24.58 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.58 psf Y-WF?S-Wall Pressures for Wind Noraal to 31 ft wall LIB = 0.39 ph: Net Pressure at top of wall (windward + leeward) = 38.70 psf p0: Net Pressure at bottom of wa1 (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 20.90 psf pl: Leeward wail pressure acting uniformly outward = .38 * ph= 14.71:". pwh: Windward wall pressure actin] uniformly outward = ph-pl ; .'23.99'psf " ";' pw0: Windward wall pressure actin] uniformly outward = p0-pl =•• 23.99:p�se.. '. • See Fig 27.6-2for •••• •••• • • Parapet wind Roof Pressures * •... 0 •... • ..... pressures See Table 27.6-2 .. • ... ... • .. 0 ..0*0000 • • Mean roof ht. P+ •.•..• Wind Nall Pressures See Table 27.6.1 Plan PO Elevation Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.000 Zone Load Casel Load Casa2 POE POE ---------- ---- 1 ---------- -15.93 15.83 2 -23.48 -11.21 3 -36.05 .00 4 -32.1.8 .00 5 -26.37 .00 Note: A value of 10' indicates that the zone/.load case is not applicable. to A* Mansard Roof Roof Overhang Loads (Figure 27.6-3): Load Case 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 • •••.• • • •••••• 0000 . ..... .... ..•.• .. .. .... ..••.. . . • 000000 ;11.9 9;" • . • •-E7.03 psi. :..••: = 11.87 psf _ .00 psi' NECAWind Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2019 Date 9/8/2019 Project No. Company Name OPTIMUS STRUCTURAL DESIGN Designed By Address 117 NW 97 ST,MIAMI SHORES,FL 33150 Description :DOOR E-01 City MIAMI LAY-75 Customer Name State FL Proj Location .060*0 File Location: C:\Proaran, Fies !x86)\1'ECAWlno Directional Procedure Simplified Diaphragrm Building (gJ1..&j Paz:C-21- All pressures shown are based upon ASD Design, wJ ch a Load •W:tiqr Oi 16� Basic Wind Speed(V) = 175J0 mph Structural- Category 11 Exposure Category 0*0 0 •900* C• Natural Frequency = N/A Flexible Structure Importance Factor = i.co Kd Directional Factd*?:4J*: 0.8:*** Damping Ratio (beta) = 0.(1 00 00 09*0 Alpha = 9.EO Zg 900.006ft At 0.31 Bt INL% A 1m 0.35 Sm 0 P65 Cc = 0.20 1 500,00-f-t Epsilon - 0.20 Zmin = 15 *(A. fit Slope of Roof = 3.5 ; 12 Slope of Roof(Theta) 30.30 Deg Ht: Mean Roof H-1 - 11.to ft Type of Roof = Mansard RHt: Ridge Ht = 6.(6 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= I.Co ft Roof Area = 20.00 ft^ 2 Bldg Length Along Ridge = 23.�O ft Bldg Width Across Ridge= 7.20 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category 11 Rigid Structures - Complete Analysis Zm.* 0.6*Ht = 15.00 ft 1 `7-m- -4 : Cc*(33/Zm )A0.167 0.2 _zm: I l*-'Zm/33)^Zpsilon = 427.06 ft Q: (1/(I.+0.63"((B+Ht)/Lzn)^0.63))^0.5 0.96 Gust2: 0.925+((1+1.7*lzm,3.4*Q)/(1+1.7*3.4,l1zm)) = 0.90 Gust Factor Summaxy Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient - +/-0.18 Topographic Adjustment 0.33*z = 3.80 Kzt (0.33*z): Topographic factor at elevation 0.33*z 1.00 Vtopo: Adjust V per Para 21-5.2: V * [Kzt(0.33*z))^0.5 = 175.00 mph Net Wind Pressues on Walls (Table 27.6-1) Wall Pressures do not .!.nclude effect of internal pressure MW'FRS-Wall Pressures for Wind Normal to 7.2 ft wall L/B = 3.29 ph: Net Pressure at top of wall (windward + leeward) = 33.68 psf pO: Net Pressure at bottom of wall (windward + leeward) = 33.68 psf ps: Side wall pressure acting uniformly outward = .64 * ph = 21.55 psf pl: Leeward wall pressure actinc uniformly outward = .27 * ph- 9.09 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.58 psf pwO: Windward wall pressure acting uniformly outward pO-pl = 24.56 psf MWFR5-Wall Pressures for Wind Normal to 23.7 ft wall L/g = 0.30 ph: Net Pressure at top of wall (windward + leeward) = 39.70 psf p0: Net Pressure at bottom of wall (windward - leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph - 20.90 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 14.71 psf pwh: Windward wall pressure acting uniformly outward - ph-pl = 23.99 psf pw0: Windward wall pressure acting uniformly outward pO-pl = 23.99 ps` See Pig 27.6-2 for . Parapet wind • • • • • • Roof Pressures • . . •..... pressures / See Table 27.6.2 • . • • • • /�lJa •.••.• • • Mean roof ht. ------ .-.- .... . . .... .... ..... • • - -- -- ----90 ------ • .••••• - - Wind . • . • Wall Pressures � � B - - i---i• -••••- See Table 27.6.1 h - • - :0666: -- - • -- - - • - - 1 Plan Po Elevation Net Wind Pressures on Roof (Table 27.E-2): Exposure Adjustment Factor = 1.000 Zone Load Casel Load Case2 psf psf ---------- ---- 1 ---------- -15.93 15.83 2 -23.48 -11.21 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10' indicates tkat the zone/load case is not applicable. Mansard Roof Roof Overhang Loads (Figure 27.6-3): Load Case 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 ty 311 4:tLC f1f r.�l'li Y..i Tf�xf tt Sal �l Sa-a 4ollC, i *ram _,, �: ��• ltlti �)I(tC1tt�12 .••Y.• • •.•.•• =•••; 11. 94 •..•.. q,%f• i.0••-27.03'SOS:0 ••••. •..••• ••.• •.•.• .• '•I1.Qr�?s'f •.•••. L•►•►• .00 p3f s . • • . •• . •.•... *600*0 •• . . •• • ► .•• MECAWind Versicn 2.1.1.4 per A.SCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2019 Gate 9/9/2019 Project No. Company Name OPTIMUS STRUCTURAL DESIGN Designed By Address 117 NW 97 ST,MIAMI SNORES, M33150 Description :DOOR E-02 City MIAMI LAKES Customer Name State FL Proj Location Fite Location: C:\Program Files {xB6)\Y r-'\Wind !2.'_.1.4,MecaW4nd\Defau t..wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based 1pon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = Ii Exposure Category = C Natural Frequency - N/A Flexible Structure Importance Factor = 1.00 Kd Directional Factor; ;'� 0.L5 •••••• • Damping Ratio (beta) 0.01 " ' •�• ;• • Alpha = 9.50 Zg ••�•••900.�0t ....:. At = 0.11 at 1.00 . An = 0.15 Bm ..�. 0.65... �....� Cc - 0.20 1 '..:.'500.dQ.�x• Epsilon = 0.20 Zmin •••;•• 15.00•1�• ..... �•�••• Slope of Roof = 3.5 : 12 Slope of Roof(Theta) �• �•• 30.*0:•Deg Ht: Mean Roof Ht = 11.50 ft Type of Roof mansard •••�•• RHt: Ridge Ht - 6.66 ft Eht: Eave Height ••�� a 8.00 it '. OH: Roof Overhang at Eave= 1.00 ft Roof Area - • 15.D•�; •••••• Bldg Length Along Ridge = 31.00 ft Bldg Width Across • Rids@= • 12. 0�! • • Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft. lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q+: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 - 0.95 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.90 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 3.80 Kzt (0.33*z): Topographic factor at elevation 0.33*z 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not Include effect of internal pressure 14WF'RS-Wall Pressures for Wand Normal to 12 ft wall LIB 2.58 oh: Net Pressure at too of wall (windward + leeward) = 33.68 psf p0: Net Pressure at bottom of wall (windward + leeward) = 33.68 psf ps: Side wall pressure acting uniformly outward = .64 * ph = 21.55 psf pl: Leeward wall pressure actinc uniformly outward = .27 * ph= 9.09 psf pwh: Windward wall pressure actirg uniformly outward = ph-pl = 24.58 psf pw0: Windward wall pressure actirg uniformly outward = pb-pl = 24.58 psf MWFRS-Wall Pressures for Wand Normal to 31 ft wall LIB ph: Net Pressure at top of wall (windward + leeward) _ 00: Net Pressure at bottom of wall (windward + leeward) _ ps: Side wall pressure acting uniformly outward = .54 * ph = pl: Leeward wall pressure acting uniformly outward = .38 * ph= pwh: Windward wall pressure acting uniformly outward = ph-pl = pw0: Windward wall pressure acting uniformly outward = p0-pl See Fig 27.6-2 for Parapet wind Pressures �c Pr Wall Pressures See Table 27.6-1 Pa � 0.39 38.70 psf 38.70 psf 20.90 psf 14.71 psf 23.99 psf 23.99 psf Roof Pressures • • See Table27.6-2 •••••• .'. ...... . ...... Mean roof ht. • • • • • • .... .... ..... .. .. .... ...... ' Wind ...... • • ...... . .. . . .. Plan 0000 Elevation Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.000 Zone Load easel Load Case2 psf psf ---------- ---- 1 ---------- -15.93 15.83 2 -23.48 -11.21 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of 10' indicates tkat the zone/load case is not applicable. Nansard Roof Roof Overhand Loads (Figure 27.5-3): Load Case 1• Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2: Povhl: Overhang pressure for. zone 1 Povh3: Overhang pressure for zone 3 ZktI S 3 (it' . V. Ind Difecti )') • =•••:1i.99 prsf• '�••.:27.03-Piii' _'•;•; 00 psf MECAW nd Version 2.1.1.4 per ASCE 7-10 Developed by MECA Enterprises. Inc. Cop_vrigPt 2019 . Date 9/8/2019 Project No. Company Name OPTIMUS STRUCTURAL DESIGN Designed By Address 1.17 NW 97 ST,MIAMI SHORES,FL 33150 Description :DOOR S-01 City MIAMI LAKES Customer Name State FL Proj Location File Location: :::\Program .lies 1x8b)\MBtAW:nd v2.1.1.4\MecaWind\DefaUlt.wnd Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = tdo • Importance Factor - 1.00 Kd Directional Facto sees•• 0.465 Damping Ratio (beta) = 0.C1 e •• • • • Alpha - 9.t0 zg 900.�?T't't' At = 0.11 Bt •s..'�•• 1.00. Am = 0.15 Bm •e�� 0•�%*e Cc = 0.20 1 ***;too 500.000 ft Epsilon = 0.20 Zmin •�•�15.Ciart Slope of Roof 3.5 : 12 Slope of Roof (Theta) • _ • 30. 3d•� 1 9g Ht: Mean Roof Ht = ll.E0 ft Type of Roof = Marsifr'd' RHt: Ridge Ht = 6.E6 ft Eht: Eave Height ; ".•-r'; 8.000ft OH: Roof Overhang at Eave= 1.00 ft Roof Area ' _' 83b* �eJf ^ 2 • • • Bldg Length Along Ridge = 15.40 ft Bldg Width Across Ridge=• 4975* t e••s Gust Factor Category I Rigid Stn ctures - Simplified Method Gustl: For Rigid Structures (Nat. Fr.eq.>1 Hz_) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft izm: Cc*(33/Zm)^0.167 = 0.23 Lzm: l*(Zm/33)^Epsilon = 427.06 ft Q:(1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 - 0.96 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.91 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal. Pressure Coefficient Topographic Adjustment 0.33*z - 3.80 Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)}^0.5 = 175.00 mph Net Wind Pressures on Walls (Table 27.6-1) Wall Pressures do not .include effect of internal pressure h:WFRS-Wall Pressures for Wind Normal to 4.75 ft wall L/B = 3.24 ph: Net Pressure at top of wall (windward + leeward) = 33.68 psf, p0: Net Pressure at bottom of wall (windward + leeward) - 33.68 psf ps: Side wall pressure acting uniformly outward = .64 * ph 21.55 psf pl: Leeward wall pressure aetine- uniformly outward = .27 * ph= 9.09 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.56 psf pw0: Windward wall pressure actir,g uniformly outward = p0-pl = 24.58 psf MWFRS-Wall Pressures for WInd.Normal to 15.A ft wall L/B = ph: Net Pressure at top of wall (windward + leeward) _ p0: Net. Pressure at bottom of wall (windward + leeward) - ps: Side wall pressure acting un formly outward = .54 * ph = pl: Leeward wall pressure acting uniformly outward = .36 * ph= pwh: Windward wall pressure acting uniformly outward = ph-pl = pw0: Windward wall pressure acting uniformly outward = p0-pl.. See Fig 27.6-2 for Parapet wind Wall Press, See Table Elevation Roof Pressures 0.31 38.70 psf 38.70 psf 20.90 psf 14.71 psf 23.99 psf 23.99 psf 27.6.2 0• in roof ht, ...;.. ••.. ...... (� . 00 000 Wind •••... --� g . • . •. • Plan Net Wind Pressures on Roof (Table 27.6-2): exposure ?adjustment Factor = 1.000 Zone Load Casel Load Case2 ---- psf ---------- psf ---------- 1 -15.93 15.83 2 -23.48 -11.21 3 -36.05 .00 4 -32.18 .00 5 -26.37 .00 Note: A value of '0' indicates that the zone/load case is not applicable. Mansard Roof Roof Overhan3 Loads (Figure 27.6-3): Load Case 1• Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 Load Case 2 Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 }itc; 1 or � tY • so*:*, 94 . • ... . - a "211 . 03 psf• ptdf• • . • ...... �•. .ie1.87 •Rif. .00 ps f ....�. f • • .•. i CLIENT: AXEL SOLER 117 NW 97 FL BOUNDARY SURVEY SCALE = 1:20 LOT 10, BLOCK 2_ RESUBDIVISION OF BLOCK 2 OF BONMAR PARK, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 42, PAGE 59, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. ELEVATION INFORMATION: BM#1 N- 568 ELEVATION = 9.65' {NGVD 29) THESE ELEVATIONS WERE MEASURED USING SURVEY -GRADE GLOBAL POSITION SYSTEM EQUIPMENT, THAT UTILIZES THE F.D.O.T. PERMANENT REFERENCE NETWORK AS ITS HIGH ACCURACY REFERENCE NETWORK (H.A.R.N) BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OR REVISED ON 09-11-09 THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN ZONE X BASE FLOOD ELEVATION N/A COMMUNITY 120652 PANEL NUMBER 0302 SUFFIX L EFFECTIVE PANEL DATE 09-11-09 h .... J . 0...... ...... 10' ASPH. PVMT. ... ........ ...... 0......15' ALLEY O' ...... .......... . gyp• ..... .................... �� nnI �at.nnG�....... �ro .......... ..............p... .................�................ ....... ... ......... .................... F.I.P F.I.R Yz" NOI k 0 o PVC.F.6' 9 NO ID $ ri LOT 10 Y 0.20' 10.60' F 0.30' BLOCK 2 y a Cl1-13.50` 13.00'- II IIT—I—I—I-17.50 q--T--I—I—I I —I � I � � -1—T—I —I�ILI'I�I��I�I�I�I-TILE �TI'-I_ I�I�III'll�i�l�ll IM�I�I � I —I' li o 9.89' — 0 I�I�I�TIIT_ I�I�I-1�— IIIIIT�T�II III �O^� I- I I 0 15.30 0o 1-14.00'!-- /) 3.00' Li LOT 11 21.00' n �' 15.80 06 w LOT 9 BLOCK 2 Cn ONE STORY o ;;t BLOCK 2 N 1� RES. # 117 � o HFF=13.23' �� �o N 0 CO LFF=12.53' 2.00 C.L.F.4' 83. 0.10' GARAGE 24.00' PL 0.50' LLI 9. 0' 3® FF=11.13'o PL TILE o 0 0 11.90' 7. 00' — — 18.30' -- Z SON 70.00' ° �O CONC. o o ui a° l� 7.50 a. Q o o CONC. o o 4-0 U) Lo `� 9 O> �' \O ro- `� O p0 0 � DCli r� F.I.PY2" �i a� a ` F.I.PYz" NO ID S''' 10.20' NO ID 81 .32' z p� moo/' 10.00 a , 75.00 (R&MF) �o \moo• B.CORN o A ° CONC. a 28' PARKWAY o Lq r` LEGEND & ABBREVIATIONS A -ARC DISTANCE C.U.P.- CONCRETE UTILITYPOLE L.M.E.- LAKE MAINTENANCE P.O.T- POINTOFTANGENCY STr-STORY --•' - OVERHEAD UTILITY LINES A/C -AIR CONDUnVER PAD CP-CGNCRETE PORCH EASEMENT P.O.C-POINTOF SWK-SIDEWALK - CONCRETE BLOCK WALL(GB.S) A.E.-ANCHOR EASEMENT CS. -CO CONCRETE '-MMGTES COMMENCEMENT S.I.P-SETIRONRFE -K--K--K— -CHAIN LINK FENCE(C.LF) AR.ALUMINUM ROOF CW-COICRETEWALI( (M)- MEASURED DISTANCE P.O.B.- POINT OF BEGINNING S I. R.-SETIRON ROD S . IRON FENCE(LF.) AS.-ALUMINUMSHED DE. -DRAINAGE EASEMENT (MF)-MEASURED FIELD PRC.-POINTOFREVERSE SP-SCREEHEDPORCH _ -F. WOOD FENCE (W• ) ASPH -ASPHALT S.C-BLO7(CORNER D.M.E.-DRAINAGEMAINTENANCE EASEMENT M.E.-MAINTENANCE EASEMENT CURVATURE FI-PARKWAY S.V.-SEWERVALVE •- SECONDS 0� -ELEVATIONS BLDG.-BUttdNG DRWY-DR(VEWAY M.H.-MANHOLE P.RM.-PERMANENTREFERENCE T-TANGENT B.M.-BENCHMARK •-DEGREES NAP.-NOTAPARTOF MONUMENT TWP-TOWNSHIP B O. B. - BASIS OFBEARING ELEV-ELEVATION NGVD- NATIONAL GEODETIC PLS-PROFESSIONAL LAND UTIL-UTILITY YOUR PROCESSOR (C)-CALDI/UTED ENCR.-ENCROAO/MEW VERTICAL DATUM SURVEYOR U.E.-UPLITYEASEMENT CONTACT C.B.-CATCHBASIN FH -FIRE HYDRANT NTS-NOTTOSCALE PP-POWERPOLE U.P-UPLIiYPDI.E CBS CONCRETE BLOCK STRUCTURE FI.P-FOUNDIRONRFE FI.R.-FOUNDIRONROD poTNO.-NUMBER 0/S-ORSET P.U.E.-PUBLIC UTILITY EASEMENT WM.-WATERMETER WF:WOODFENCE C.B.W- CONCRETEBLOCK WALL F FE. -FINISHED FLOOR O.H.-OVERHEAD WPWOODPOVCH O O CH. -CHORD ELEVATION O.H.L.- OVERHEAD UPLITYLINES (RI RECORD DISTANCE W.R.-WOCDROOF CH. B.-CHORD BEARING END.-FOUNONAIL6D'SK O.R.B- OFFICIAL RECORDS BOOK R.R.-RAILROAD W.V.-WATER VALVE CH.L-CHORD LENGTH CL.-CLEAR FT. -FEET FNIP-FEDERAL NAP NAL O.VH.-OVERHANG PVMT-PAVEMENT RES.-RESIDENCE R/W-RIGHN-0E-WAY M- MONUMENTUNE L-CENTERLINE C.O.-CLEAN OUT C.L.F.-CHAIN LINK FENCE INSURANCE PROGRAM FN-FOUND NAIL PL-PLANTER PL.-PROPERTYLINE PAD. RADIUS OR RADIAL RGE.-RANGE d-DELTA l-PROPERTYLINE im C.M.E- CANAL MAINTENANCE IN.3EG.-INGRESSARDEGRESS PCC-POINTOFCOMPOUND R.D.E.-ROOF OVERHANG EASEMENT EASEMENT CURVATURE EASEMENT CONC-CONCRETE LP: L.F.E.- LOWESTFLOOR ELEVATION P.C. - POINT OF CURVATURE SEC -SECTION LMNIOTES iO ACCOMPANY SKETCH OF SURVEY: •THERE MAY BE EASEMENTS PECAROCD IN THE PUBLIC RECORDS NOT SHOWN ONTHIS SURVEY • EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY •THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS. RESERVATIONS OR EASEMENTS OF RECORD • LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY • BOUNDARY SURVEY MEANS A DRAWING AND• OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAIMN A T A SHOWN SCALE AAOOR NOT TO SCALE. • EASEMENTS AS SH/OLMN ARE PER PLAT BOO( UNLESS DERCTED OTHERWISE •THETERM •ENCROACHMENT•MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. • ARCHITECTS SHALL VERIFYZOMNG REGULATIONS. RESTRICTIONS. SETBACKS AND IMLL BE HESFONSIBLE FOR SUBMITTING • PLOT PLANS WITH CORRECT INFORMATION FOR'APPROVAL FOR AUTHORIZATION• TO THE PROPER AUTHORITIES IN NEW CONSTRUCTION • UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING ANDOR FOUNDATIONS. • FENCE OWNERSHIP NOT DETERMINED •THIS PLAN OF SURVEY, HAS SEENPREPARE0 FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE • DOES AOTEXTENO TO ANY UVNAMED PARTY. • ELEVATION DATUM USED NGVD 1919 SURVEYORS NOTES: i.CEFTIFICAiE OF AUTHORIZATION LB I7538. NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. 2. WE YML NOTBERESPoNSeLE FOR ANYDISTANCE. ANGLE OR ELEVATIONS TARE FROM THIS DRAWING FOR ANY PURPOSE OF GESIGNOR cucwAnws CERTIFIED TO: -AXELSOLER LOCATION SKETCH SCALE = N.T.S. NW 98th STREET LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 ■■yM LOT 15 LOT 14 LOT 13 LOT 12 LOT l l LOT 10 LOT 9 NW 97th STREET D'AV I LA & Associates ,Services, Inc. TGnd$urveyors & Engineers CERTIFICATE OF AUTHORIZATION NO. 29056 CERTIFICATE OF AUTHORIZATION NO. 7538 14750 NW 77 CT SUITE 204 MIA KES, FL 33016 P N 305) 3-2600 BY FRANCISCO A AGUIRRE P.E., P.L.S. (02-22-2019) LU z W c r z PROFESSIONALLANDSURVEYORNO.: 3354 STATEOFFLORIDA (VALID COPIES OF THIS SURVEY LMLL BEAR THE EMBOSSED SEAL OF THEATTESTING LAND SURVEYOR). SURVEYOR'S CERTIFICATION., I HEREBY CERTIFY TO: THAT THE ATTACHED BOUNDARY -SURVEY OF THE ABOVE DESCRIBED PROPERTY, IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, AS RECENTLY SURVEYED AND PLOTTED UNDER MY RESPONSIBLE DIRECTION, AND THAT THERE ARE NO ABOVEGROUND ENCROACHMENTS UNLESS SHOWN THEREON. I FURTHER CERTIFY THIS SURVEY MEETS THE STANDARDS -OF -PRACTICE FOR BOUNDARY -SURVEYS, PURSUANT TO SECTION 472.027, FLORIDA STATUTES, AND ADOPTED IN CHAPTER 5J-17.050, FLORIDA ADMINISTRATIVE CODE. EFFECTIVE DATE JANUARY 1, 2010; AS AMENDED FEBRUARY 23, 2005.