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RC-06-19-1272, 9353 NE 9th Ave (2)...... .... ...... March 31, 2020 •••• •••• .... .... ..... Miami Shores Village ••••• ....;. Building Department ••.••. 10050 NE 2nd Avenue ;••�•; •• Miami Shores, Florida 33138 •• . . •••**• .. • . . •••••• Responses to Building Comments • • • • • • Permit Number: RC-06-19-1272 Address: 9353 NE 9th Avenue Electrical Critique: BATHROOMRECEPTACLES ON 20 AMP. CIRCUIT NEC 210.11(C) (3) ARC FAULT CIRCUIT PROTECTION. NEC 210.12(B) LOCATION OF A/C UNITS. LOCATION OF RECEPTACLES AND LIGHTING IN AREA OF WALL THAT WAS REMO VED TO MEET MINUMIN SPACEING REQUIREMENTS NEC 210.52(A) CIRCUIT NUMBERS MAD SR 25 FEB 20 Please see sheet A-1 for: - revision to panel schedule with 20 AMP - Arc Fault circuit for Bathroom Receptables; - location of condenser unit, the air -handling unit is already shown next to the Kitchen (see sheet M-1 for same locations); - existing receptable locations in Dining Room and Kitchen (not including Kitchen related receptacles as this is out of the scope of this project); Plumbina Critique: FBCR 307. Provided tub and shower detail FBCR P2705.1 Show fixture clearance for water closets, tubs, lavatories, bidets etc..... FBCR P2708. ]Provide shower compartment size shall have a minimum of 900 square inches. FBCP 424.3 Shower control valves. Individual shower and tub/shower combination valves shall be equipped with control valves of the pressure -balance, thermostatic -mixing or combination pressure-balance/thermostatic- mixing valve types with a high limit stop in accordance with ASSE 1016 or CSA B125. The high limit stop shall be set to limit water temperature to a maximum of 120OF (490C). In -line thermostatic valves shall not be used for compliance with this section. Please see sheet A-1 for: - shower detail is found in the upper right side of sheet A-l; - existing dimensions for both bathrooms and bathroom fixtures (project scope includes replacement of fixtures, not their relocation); - control valve note added as Note 5; If you have any questions and/or comments, please do not hesitate to contact me via email (vb@b2-ai.com) or phone (305-310-5030). Sincerely, A4 Victor J. Bruce A.I.A LEED R AP Vice President & Architec A R-0017103 P.O. Box 530019 Miami Shores, Florida 33153 telephone 305-310-5030 email vb@b2-ai.com • 0000 too March 31, 2020 .... .... ..... Miami Shores Village ••••• Building Department .. .. ...... . ...... 10050 NE 2nd Avenue •••••• •• Miami Shores, Florida 33138 ,• J • • •�•��� . • „ •.•••• Responses to Buildina Comments •• •.. • Permit Number: RC-06-19-1272 Address: 9353 NE 9t" Avenue Electrical Critique: BATHROOM RECEPTACLES ON 20 AMP. CIRCUIT NEC 210.11(C)(3) ARC FAULT CIRCUIT PROTECTION. NEC 210.12(B) LOCATION OF A/C UNITS. LOCATION OF RECEPTACLES AND LIGHTING IN AREA OF WALL THAT WAS REMOVED TO MEET MINUMIN SPACEING REQUIREMENTS NEC 210.52(A) CIRCUIT NUMBERS MAD SR 25 FEB 20 Please see sheet A-1 for: - revision to panel schedule with 20 AMP - Arc Fault circuit for Bathroom Receptables; - location of condenser unit, the air -handling unit is already shown next to the Kitchen (see sheet M-1 for same locations); - existing receptable locations in Dining Room and Kitchen (not including Kitchen related receptacles as this is out of the scope of this project); Plumbing Critique: FBCR 307. Provided tub and shower detail FBCR P2705.1 Show fixture clearance for water closets, tubs, lavatories, bidets etc..... FBCR P2708. IProvide shower compartment size shall have a minimum of 900 square inches. FBCP 424.3 Shower control valves. Individual shower and tub/shower combination valves shall be equipped with control valves of the pressure -balance, thermostatic -mixing or combination pressure-balance/thermostatic- mixing valve types with a high limit stop in accordance with ASSE 1016 or CSA B125. The high limit stop shall be set to limit water temperature to a maximum of 120°F (49°C). In -line thermostatic valves shall not be used for compliance with this section. Please see sheet A-1 for: - shower detail is found in the upper right side of sheet A-l; - existing dimensions for both bathrooms and bathroom fixtures (project scope includes replacement of fixtures, not their relocation); - control valve note added as Note 5; If you have any questions and/or comments, please do not hesitate to contact me via email (vb@b2-ai.com) or phone (305-310-5030). Sincerely, Victor J. Bruce A.I.A., ?EEDRAP Vice President & Architect A R-0017103 P.O. Box 530019 Miami Shores, Florida 33153 telephone 305-310-5030 email vb@b2-ai.com 03/30/2020 20:18 FAX 9544763193 MAD INSPECTOR ll *************************** *** ERROR TX REPORT *** *************************** INCOMPLETE TRANSMISSION TX/RX NO. DESTINATION NUMBER DESTINATION ID ST. TIME COMMUNICATION TIME PAGES SENT RESULT 1483 3059867028 03/30 20:17 00'37 0 NG #018 LINE BUSY TOTAL S10,947.54 w �- Pam' �' �, �. �, f 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New (From Plans) 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 1 st Floor 3. No. of units (if multiple -family) 3. 1 4. Number of bedrooms 4. 2 13. Cooling system: Capacity 45.0 a) Split system SEER 14.5 5. Is this a worst case? (yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 1907 d) Room unit/PTAC EERY_ e)Other :••••• 7. Windows, type and area .�. T- a) U-factor:(weighted average) 7a. 1.050 " ' V. '. b) Solar Heat Gain Coefficient (SHGC) 7b. 0.500 14. Heating system: "%*Capacity '27.3 c) Area 7c. 261.4 a) Split system heat ptfhr" HSPF ' b) Single package heat90btip HSPf...:. 8. Skylights c) Electric resistance "" COP 1.0 a) U-factor:(weighted average) 8a. NA d) Gas furnace, natt tMpt: AFU;• _ b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPC,: 0 * AFUE09 • • f) Other • • • 9. Floor type, insulation level: a) Slab -on -grade (R-value) 9a. b) Wood, raised (R-value) 9b. 4.0 15. Water heating system.. • • c) Concrete, raised (R-value) 9c. a) Electric resistance EP'.:•9 94 b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame (Insulation R-value) 10A1. e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. 4.1 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame (Insulation R-value) 10131. 2. Masonry (Insulation R-value) 10132. 4.1 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11 a. 30.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee w /skylighi I[s d) Radi t barrier installe 11 c. 11 d. No d) Multizone cooling credit e) Multizone heating credit f) Programmable thermostat Yes 'Lab required by Section R303. .3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I c ify that this home has compli d with the Florida Building Code, Energy Conservation, through the above energy sav ng features which will be inst [led (or exceeded) in this home before final inspection. Otherwise, a new EPL dis y cAr will be completed b sed on installed code compliant features. vVQ%�er Signature: �a9,H Date: Address of New Home: 9353 NE 9th Avenue City/FL Zip: Miami Shores, FL 33138 12/9/2019 1:24:34 PM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 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: 19-1103 Int Renov to 9353 NE 9th Avenue Builder Name: Street: 9353 NE 9th Avenue Permit Office: City, State, Zip: Miami Shores, FL, 33138 Permit Number: Owner: Jurisdiction: Design Location: FL, Miami County: Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing New (From Plans) 9. Wall Types (2005.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1872.70 ft2 b. Concrete Block - Int Insul, Adjacent R=4.1 132.67 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 2 d. N/A R= ft2 10. Ceiling Types (1203.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1203.00 ftz 6. Conditioned floor area above grade (112) 1907 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts • • R ft2 7. Windows(261.4 sqft.) Description Area a. Sup: Attic, Ret: 1st Floor, AH;1st Floor ;""'G 292...... a. U-Factor: Sgl, U=1.05 261.37 ft2 ' . .' ; .. . .' SHGC: SHGC=0.50 b. U-Factor: N/A ft2 12. Cooling systems . • • ' ' kBtu/far Efficiency SHGC: a. Central Unit • • • •' • •••• 45.0 SEER:14.500.000;• • . • c. U-Factor: N/A ft2 • • • • • • • • SHGC: 13. Heating systems • • • • kBtu/hr. Efficiency • 0000 ' d. U-Factor: N/A ft2 a. Electric Strip Heat • • • • * • 274b: *C&:1.00 00 • • • • SHGC: • Area Weighted Average Overhang Depth: 0.386 ft. : • •: �: • • • Area Weighted Average SHGC: 0.500 14. Hot water systems • • • • • • • • • a. Electric • Cap: 30 gallons 8. Floor Types (1203.0 sqft.) Insulation Area • • • • • • • • •EF: 0.940 • a. Crawlspace R=4.0 1203.00 ft2 b. Conservation features '.;. •' b. NIA R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Ar a: 0.137 Total Proposed Modified Loads: 79.01 PASS Total Baseline Loads: 83.19 at the plans and specif cations covered by hereby certif(B- Review of the plans and this calculatioe in compliance with Florida Energy specifications covered by this aT,� Q Code. calculation indicates compliance,,�`� d.t> with the Florida Energy Code. PREPARED Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this buVig, designed, is in compliance Florida Statutes. , with the Florida Energy Code.DS OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: --------- - ---- --- .. --------- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies 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 4.00 ACH50 (R402.4.1.2). 12/9/2019 1:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: 19-1103 Int Renov to 9353 N Bedrooms: 2 Address Type: Street Address Building Type: User Conditioned Area: 1907 Lot # Owner Name: Total Stories: 2 Block/Subdivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 9353 NE 9th Avenue Permit Office: Cross Ventilation: No County: Miami -Dade Jurisdiction: Whole House Fan: No City, State, Zip: Miami Shores, Family Type: Single-family FL, 33138 New/Existing: New (From Plans) Comment: CLIMATE 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 1907 15256 •••••• • : �••� •90000 SPACES 0 0 •000*: oose •••••• Number Name Area Volume Kitchen Occupants— Bedrooms Infil IUD Finished . Coipled . N$-ted 1 1st Floor 1203 9624 Yes 10 1 1 • • • ';es " 2 2nd Floor 704 5632 No 2 1 •••••• 1 • `fes • • Y.,s •Y; FLOORS # Floor Type Space Exposed PeriWall Ins. R-Value Area Floor Joist R-Value Tills"OJood Carpet 1 Crawlspace 1 st Floor 231 ft 4 1203 ft2 4 1 0 0 ROOF Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Flat Barrel tile 1203 ft2 0 ft2 Medium N 0.65 No 0.9 No 0 0 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1203 ft2 N N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Batt 499 ft2 0.11 Wood 2 Under Attic (Vented) 2nd Floor 30 Batt 704 ft2 0.11 Wood 12/9/2019 1:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS FAdjacent Cavity Width Height Sheathing Framing Solar Below C)rnl To Wall Typi-- Space l. 1 N Exterior Concrete Block - Int Insul 1st Floor 4.1 44 7 8 0 356.7 ft2 0 0 0.15 0 2 S Exterior Concrete Block - Int Insul 1st Floor 4.1 44 7 8 0 356.7 ft2 0 0 0.15 0 3 E Exterior Concrete Block - Int Insul 1st Floor 4.1 9 4 8 0 74.7 ft2 0 0 0.15 0 4 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 30 6 8 0 244.0 ft2 0 0 0.15 0 _ 5 E Garage Concrete Block - Int Insul 1st Floor 4.1 16 7 8 0 132.7 ft2 0 0 0.15 0 6 N Exterior Concrete Block - Int Insul2nd Floor 4.1 34 8 8 0 277.3 112 0 0 0.15 0 7 S Exterior Concrete Block - Int Insul2nd Floor 4.1 34 8 8 0 277.3 ft2 0 0 0.15 0 8 E Exterior Concrete Block - Int Insul2nd Floor 4.1 12 0 8 0 96.0 ft2 0 0 0.15 0 9 W Exterior Concrete Block - Int Insul2nd Floor 4.1 23 9 8 0 190.0 ft2 0 0 0.15 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor Metal .29 3 4 7 • • 23.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. ' ' ' •' Wall Overhaay • • • • • • # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation In! Shade ScFee ning 1 N 1 TIM Single (Clear) Yes 1.05 0.5 N 37.0 ft2 0 ft 0 in 01t Ci11 %one ICdrie ' 2 N 1 TIM Single (Clear) Yes 1.05 0.5 N 24.7 ft2 2 It 0 in ••••• 1 ft.0 in • • • • done • ••• N•on•e •• •• •• •• ••••• 3 S 2 TIM Single (Clear) Yes 1.05 0.5 N 37.0 ft2 0 ft 0 in j1�tA,ip. Non% None•' 4 S 2 TIM Single (Clear) Yes 1.05 0.5 N 24.7 ft2 0 ft 0 in 6 ft 0 in • N0 pt fQd'h2• • 5 S 2 TIM Single (Clear) Yes 1.05 0.5 N 12.5 ft2 0 ft 0 in D It WR • done Ism*• • 6 E 3 TIM Single (Clear) Yes 1.05 0.5 N 12.3 ft2 0 ft 0 in 0 It 0 in None 7 W 4 TIM Single (Clear) Yes 1.05 0.5 N 61.7 ft2 0 It 0 in 0 It 0 in None None 8 N 6 TIM Single (Clear) Yes 1.05 0.5 N 19.0 ft2 1 It 0 in 1 ft 0 in None None 9 S 7 TIM Single (Clear) Yes 1.05 0.5 N 19.0 ft2 1 ft 0 in 1 ft 0 in None None 10 S 7 TIM Single (Clear) Yes 1.05 0.5 N 9.5 ft2 1 ft 0 in 1 ft 0 in None None 11 E 8 TIM Single (Clear) Yes 1.05 0.5 N 4.0 ft2 1 ft 0 in 1 It 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 529 ft2 529 ft2 69 ft loft 0 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000203 1017.1 55.84 105.01 .1089 4 12/9/2019 1:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 4 FC)RM R405-2017 INPUT SUMMARY CHECKLIST REPORT HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat/ None COP:1 27.3 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14.5 45 kBtu/hr 1460 cfm 0.76 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.94 30 gal 50 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 • ' DUCTS • • '---- Ft* Supply ---- ---- Return ---- Air CFM 25. +GF'�"• H`d/�C� •# Location R-Value Area Location Area Leakage Type Handler TOT • Cig Re.F Heap Cool • •..••• 1 Attic 6 292 ft2 1st Floor 73 ft2 Default Leakage 1st Floor (Default (Default) TEMPERATURES • .. .. .. .. ..... ProgramableThermostat: Y Ceiling Fans: ; ; • . •+•+• CoolingjjXXjj Jan j[XXX]]j Feb jjXXjj Mar [X] Jan Feb jX] Mar jXj [X] Apr (Xj Apr jXj may jjXXjj Jun jXXX]]� Jul May [X] Jun jX] Jul jjjjXjj AugXXjj jX] Aug Se •((t��C}}Oct jX] SeP •• [X•Oct : jjjXXXjjj Nov [�jM • IX10190&Heatin XrDec•Ventin [[XXJJ Jan [X] Feb [[XX]] Mar IhJ [X] A r [X] Ma [jXX]] Jun [XJ Jul [[Xjj Au [[XX]] Se [[xXxxX]]]]] Oct yA&v Xj Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 Ibs/sq.ft. 0 ft2 0 ft 0.3 1st Floor Default 8 Ibs/s .ft. 0 ft2 0 ft 0.3 2nd Floor 12/9!2019 1:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 9353 NE 9th Avenue Permit Number: Miami Shores, FL, 33138 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL DR401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law (Section 553.9085, Florida 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 shall be permitted �o comply with Section C402.5. • • • • • • R402.4.1 Building thermal enveloW building thermal envelope shall comply with Sections R402.4.1.1 a*A 1014K.4.1.2! • • 000000 The sealing methods between dissimilar materials shall allow for differential expansion and contraction. • • •: • • • • • •••• • ••••• • • • •• • R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 sh9lMePinstalledtn accordance • • with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the methotltlt& tructio%ONlpr(trequiret*'*O* by the code official, an approved third party shall inspect all components and verify compliance. • • • • • • • • 000000 • •••••• • • R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate notcxceediCg.Wjrlair • • • • •' X changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8•Testim%shall be conducted in • • accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testinesfy be conducted Neither ;'•••: individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105%a)•(B1or (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 all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building 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 closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, 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. N/A 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 tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. MR402.4.3 Fenestration air (eakageYVindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per X square foot (1.5 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 L/s/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. 12/9/2019 1:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ®R402.4.4 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 wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum 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. ® R402.4.5 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 R403.1 Controls. :• • • : • o *00000 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each s*arate heating.Vd cgoling system.. • © R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric-resft?A:c• heat shah ha"contmis • • • • : • that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet.ti• ii•ating load. . • . �x R403.3.2 Sealing(Mandatory) All ducts, air handlers, filter boxes and building cavities that form the rirsa • aif 6ontain • ( rY) 9 P rf' �9rY D'�sagewa9s for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and seal"M 9ccordan&e with Section • • • • • C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteriabOot! • • • • •: • • Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individmgs,4 daned in Section 553.993(5) o6 • (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, td bi "substantially leak free" in accordance with Section R403.3.3. 000000 : • • • • • a R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leA#gd?of}ho more thaq Z percents • • • • of the design airflow rate when tested in accordance with ASHRAE 193. • • • •••• R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: 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 air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts 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 written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ®R403.3.5 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 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. 0 R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in 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. D R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems 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. 12/9/2019 1:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) D 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 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). 0 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 140OF (38°C to 600C). n R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. O R403.5.6.2 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 -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. aR403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water productiortiare rVed by the amoral -solar enerT factor of the system. The solar energy factor of a system shall be determined from the Florida ColapEnergy Center Directory oP' ';' Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, rest k1ethodsf dr•So% Collectors, • • and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. W4R 1 is in insfalleQ9tilar • • • • • • water -heating systems should meet the following criteria: • • • • • • • • • 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and • • • • • • ;...;. ' • 2. Be installed at an orientation within 45 degrees of true south. • • •' ' • • • • • Qx R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets 14'fgVrements Q A% � • • • • � • Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other apprg ved means of ventilation • including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatioor gcavvy dampers Mat• • close when the ventilation system is not operating. • ' ; • • •; • • • • • • • R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as awhole house mechanical :....: a 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 HVAC equipment, tAe*y stall be powered by an electronically commutated motor. Q R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 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, crawispaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed 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. R403.7 Heating and cooling equipment (Mandatory). 0 R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors 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 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM (CFM) MINIMUM EFFICACY a (CFM/WATT) AIRFLOW RATE MAXIMU (CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt <90 Bathroom, utility room 90 2.8 cfm/watt Any For Sk 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 12/9/2019 1:24 PM EnergyGauge@ USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ®R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, 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 load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb 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 -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. +••••• 403.7.1.2 Heating equipment capacity. • • • • • • • • • ❑X R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calauialecCaccordip9 to Section • R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than th@ApSigr; coolintlogd tV2n if • • • the design heating load is 1.15 times greater than the design cooling load. • • •: • • + • •••••• • • •••••• •••• • ••••• a R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kngf44e tjesign • • • : • • • • • requirements calculated according to the procedure selected in Section R403.7.1. 60000 •• •• •••••• • R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draffatmosprgrjc6Uners • • • • • • X shall not be less than the design load calculated in accordance with Section R403.7.1. • • • + • ❑X R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equiprri'bV:W2city on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections D N/A 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, N/A shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (101C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8°C). ONrR403.10 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. N/A 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. NIA 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 exclusively 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 NIA 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 source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal ElN/A 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. 12/9/2019 1:24 PM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 5 NIA 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. N/A R403.11 Portable spas (Mandatoryt)he 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 fixtures 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 lights. •••••• • • •• ••••% •••• • ••••• •• •• •• •• •••••• • • • • •••••• 12/9/2019 1:24 PM EnergyGaugeS 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: 19-1103 Int Renov to 9353 NE 9th Avenue Builder Name: Street: 9353 NE 9th Avenue Permit Office: City, State, Zip: Miami Shores, FL, 33136 Permit Number: Y U Owner: Jurisdiction: w x Design Location: FL, Miami U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall X 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. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceilh/i•gf�lt the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the fir barrieN • •�i • Access openings, drop down stairs or knee wall doors to • • • • • unconditioned attics aces shall be sealed. • • • • Walls The junction of the foundation and sill plate shall be sealed. Cavities within coWpV.Vg headers of frame wall The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling le cavity • . • • sealed. with a material hayina 91twrmal r"44% of R-3' Knee walls shall be sealed. per inch minimum. •"' • • • Exterior thermal ewiv llop"insulationofor framed • : • • walls shall be insta0d4rasubstantia&sor kt and . ... continuous all nW& ' the air barri . • Windows, skylights The space between window/door jambs and framing, and : : . • • •.: and doors skylights and framing shall be sealed. • • ;""' • 9.0 X Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. : • • •. ' X 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 X floors) 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 I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace X Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to X exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be out to fit, or narrow Narrow cavities cavities shall be filled by insulation that on X installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac Ds. X Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building X 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 walls, or insulation that on X installation readily conforms to available space shall gmtgnd behind piping and wiring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall N/A on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication X exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall X be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. N/A Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 12/9/2019 1:24 PM EnergyGaugeG USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition System 1 cfm25 System 2 cfm25 System 3 cfm25 Sum of any cfm25 Total of all cfm25 — 1907 — On Total of all Total Conditioned systems Square Footage PASS [—]FAIL 1-1 Q Prescriptive Method cfm25 (Total) + .. To'qualify 'as "'substantially leak free" On Total jrit;,st be;ss than or ; equal to 0.04 if air handler unit is installed. If'c1ir hftndleryrl t!Avot installed, On Total must be less than or equal to 0.03. ThrsMetting method meets the requirements in accordance with Section R403.3,3. Is the air handler unit installed during testing? F YES (56`) ❑ N0 ('Q',") 0 Performance/ER1 Method cfm25 (out or Total) To qualify using this method, On must not be greater than the proposed duct leakage On specified on Form R405-2017;or R406-2017, Leakage Type selected on Born) On specified on Form R405-2017 R405-2017 (EnergyCalc) or R406-2017 (EnergyCalc) or R406-2017 Default Leakage 0.00 1 Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 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), Florida Statutes. Testing Company Company Name: Phone: I hereby verify that the above duct leakage testing results are in accordance with the Florida Building Code requirements with the selected compliance path as stated above, either the Prescriptive Method or Performance Method. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: a:. 12/9/2019 1:11:37 PM EnergyGauge® USA 6.0.03 (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: Builder: Address: 9353 NE 9th Avenue City: Miami Shores Community: Permit #: State: FL x 60 _ 15256 - CFM(50) Building Volume ACH(50) FIPASS El When ACH(50) is less than 3, Mechanical Ventilation installation must be verified by building department. Lot: NA Zip: 33138 . • j.000 • Method for Apijf ti:q buil4ing-(plume: ; • • •; O Retrieved from architecOrir 'fans ® Code software calculated O Field measured and calculated R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 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 (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 thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, 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. Company Name: Phone: I 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: Printed Name of Tester: License/Certification #: Date of Test: Issuing Authority: 12/9/2019 1:24:40 PM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Air System Sizing Summary for Load for Whole House Project Name: 19-1103 Interior renovations 9353 NE 9th Avenue 11/25/2019 Prepared by: ARPE Engineering, Inc. 04:02PM Air System Information Air System Name:. Load for Whole House Air System Type: ........ .._______________Single Zone CAV Sizing Calculation Information Calculation Months:-. Aug to Aug Central Cooling Coil Sizing Data Total coil load: ............ . ------ -- - - --- --..... .............- ...3.7 Tons Total coil load:...------------- -------------- ----- ......................... 4.9 MBH Sensible coil load: --------------------------------------- ......................... 39.9 MBH Coil airflow: --------- --------------------------------------------- .................... 1937 CFM Sensible heat ratio:-. ----------------------------------- ...................... 0.888 Area per unit load: ----------------------------------------------- ___ --........509.6 sgft/Ton Load per unit area:.-------------------------------------------------------------23.5 BTU/(hr-sgft) Central Heating Coil Sizing Data Max coil load:- ----------- --------- -------------------- ------................ -16.8 MBH Coil airflow:.- ----------------------------------------------------- -----_....1937 CFM Load per unit area: ----------------------------------------- ........................ 8.8 BTU/(hr-sgft) Supply Fan Sizing Data Actual max airflow: ............... _ ----- -------------------------------------- 1937 CFM Standard airflow:...... - - ...............1936 CFM Actual max airflow per unit area:._ ------------------ ..............1.02 CFM/sqft Outdoor Ventilation Air Data Design airflow: --- -- ----------------- -----------------__.---............ .......0 CFM Airflow per unit floor area: _________ ------------------- _.__._0.00 CFM/sqft Space Sizing Data Number of zones:------------------------------------------- _................. - -1 Floor Area:. -- -------------------------------------------------------- 1907.0 sqft Location: Miami, Florida Calculation method:_ _ _...... Transfer Function Method Load occurs at:--------------------- ------------.------- . Aug 1600 OA DB / WB: ................... - ... - —90.7176.9 F Entering DB / WB: - ................... 75.5/63.2 F Leaving DB / WB:........................ - 56.4155.2 F Coil ADP: -........................... -.... 54.3 F Bypass Factor: .... ....................... - ---- (9w.: • Resulting RH:...___._-- --------------------- • • • 51 % Design supply temp:._ ---------- - " '... .._._M.0 F • • • Load occurs at: ............ ---- ---- - -----_ --- --- --- ---- Des Htg Ent DB / Lvg DB: .............. •• • _ 70.OaPJQ• �• Fan motor BHP:_ .................. 0.28 BHP Fan motor kW:----................. - • ' * ------ ..V.21 kW Fan static: ........ - - 0.............UP, %wg Airflow per person: _ ._ • • • • -----••-------•--------------• • • ------ • • �.(�. �M/person Space Name Maximum Design Time of Peak Maximum Space <Space Cooling Airflow Load Heating Floor CFM/sgft Sensible CFM Load MBH Area MBH sqft 1 st Level 26.9 1309 Aug1600 12.5 1203.0 1.09 2nd Level 12.9 630 Aug 1700 5.0 704.0 0.89 Zone . 39.7 1937 Aug 16001 17.51 1907.01 1.02 Note: Table contains data for all spaces controlled by a single thermostat: Space sizing basis: Peak space load Zone sizing basis: Peak zone load Block Load 4.15 Page 1 of 2 System Design Load Summary for Load for Whole House Project Name: 19-1103 Interior renovations 9353 NE 9th Avenue 11/25/2019 repared by: ARPE Engineering, Inc. 04:02PM Window and Skylight Solar Loads Wall Transmission Roof Transmission Window Transmission Skylight Transmission Door Loads Floor Transmission Partitions/Ceilings Overhead Lighting Electric Equipment People Infiltration Miscellaneous Safety Factor —Total Zone Loads Thermostat and Pulldown Adjustn Plenum Wall Load Plenum Roof Load Plenum Lighting Load Ventilation Load Supply Fan Load >> Total System Loads Central Cooling Coil Central Heating Coil » Total Coil Loads DESIGN COOLH Aug 1600 OADB/_WB90.7F1 _ Details� Sensible BTU/hr 208 sqft 6039 1989 sqft 5414 0 sqft 0 208 sqft 2915 0 sqft 0 112 sqft 1459 1203sgft 590 0 sqft 0 2288 W 7808 2098 W 7157 8 1840 - 1504 5000 0%/0% 0 39726 - -553 0% 0 0% 0 0% 0 0 CFM 0 1937 CFM 718 - 39891' 39891 0 39891 Positive values are cl Negative values airs DESIGN] Design HI OADB/WB 208 sqft - 1989 sqft 5585 0 sqft 0 208 sqft 5048 0 sqft 0 112 sqft 2526 1203 sqft 2046 0 sqft 0 • + 0 W • + 0 • 0 W +• + 0 •• + 960 0 0 • ` ' 3046 - • 2306 1000 - 0 0 0% • • 0 +•••+• 5006 17611, 0 • . 0 + + 0 0 CFM 0 - 1937 CFM • • • -718 5006 16800 • • • 5012 0 - 16800 5012 16800 Positive values are htg loads Negative values are clg loads 0 0 Block Load 4.15 Page 2 of 2 System Input Data Project Name: 19-1103 Interior renovations 9353 NE 9th Avenue 11/25/201E Prepared by: ARPE Engineering, Inc. 04:02PIV General Details: Air System Name: ------------------ -------Load for Whole House Air System Type: Single Zone CAV Number of zones:.........--------------------------------- - __1 System Startup: .------------------------------------------ 6 Duration of Operation:--- ------------------------------------------- --- ---_-24 Central Cooling Coil Data: Used?:_ .... .............. -_..------- -............ . ...YES Supply Air Temperature: 56.0 F Coil Bypass Factor: 0.100 Central Heating Coil Data: Used?:...------------ ---------------------------------- - - _.YES Supply Temperature: 110.0 F • • of•••Y Supply Fan Data: • • • • Configuration: Draw-thru • ` ` ; `• `• ', Fan Performance: 0.50 in wg •••••• • • •• •••••• Ceiling Return Air Plenum Data: • • •, • • ;""; Return Air Via: Ducted Return • • •••••• • • • � � • � � • • Zones Included: ••• ••••• • •• ••••• • • • Zone Names •+0060 • • 1stLevel • • •••••• Thermostats Data: Cooling T-stat: Occ: 75.0 F • • : • • • • ` Cooling T-stat: Unocc: 85.0 F Heating T-stat: Occ-------------------------------- ----------------------- 70.0 F Heating T-stat: Unocc:___------------------------------ --________60.0 F Safety Factors: Cooling Sensible Safety Factor: ------------- ..._------------------- ___0 % Cooling Latent Safety Factor: --------------------------------------------- _ 0 % Heating Safety Factor: 0 % Block Load 4.15 Page 1 of 1 e, STRUCTURAL CALCULATIONS FOR 9353 FLORIDA, LLC INTERIOR RENOVATION AT 9353 NE 9TH AVENUE Miami Shores, Florida 33138 PREPARED BY: AIMEE RODRIGUEZ, PE. LICENSE No. 69701 CA No.29652 www.skyrockeng.com • 0 0 0 • • see*** Phone: 786.285. 71S7 Fax: 305. 2S8.334S Email: aimee@skyrockeng.com 8i7W � !# � •�m!!7 ` nsl CA No. 29652 www.skyrockeng.com EMAIL: aimee@skyrockeng.com Phone: 786 285 7157 Fax: 305.258 3345 JOB: SHEET No.: OF CALCULATED BY: DATE: �r / • • . . . ....•. • *00:60. .. ...... �^ t r . 06 • ..... .. .. •• •• •••••. . .F C v.""; ".try '"� ....- ��"�' � •; •.�• ��••••• :•••�• so j tam • • • • •11, �•-i ,� �i`d'yFCY g 'W`L.' jFb."'fw'� r'" i � / ' 77,� I 1, Tr (s 5 0 u.� M1 a.: ' / 7 .sM a tt Title Block Line 1 Project Title: +r" You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and.then using the "Printing & Title Block" selection. Title Block Line 6 Pdnted:11 DEC 2019,10:13AM Steel Beam He=C:1W0RK1M`fPROJ-112D1%190199-1\calcicalc.ec6 ENERCALC, INC.1983.2017, Build:6.17.3.29, Ver.6.17.6.30 KW-06011019 Licensee: SkyRock Engineering Description : Steel beam CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: IBC 2015 Material Properties • 0 6•' • 06*02 Analysis Method: Allowable Strength Design Fy : Steel Yield: 09' • 50.0 Msi Beam Bracing: Completely Unbraced E: Modulus: • • 1#29,000.0 psi `.. ` 000009 Bending Axis: Major Axis Bending • • • • • e e • U0. Lo. • • •••• *sees* Fees•• • • • ••ss•e ••••• • s•I • sees•• 'f Span = 10.50 ft • • • • WBX13 sees i Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D = 0.480, L = 0,2660 k/ft, Tributary Width =1.0 It DESIGN SUMMARY ■ • Maximum Bending Stress Ratio = 0.637 : 1 Maximum Shear Stress Ratio = 0.108 : 1 Section used for this span W8x13 Section used for this span W8x13 Ma: Applied 10.461 k-ft Va : Applied 3.985 k Mn / Omega: Allowable 16.433 k-ft Vn/Omega : Allowable 36.754 k Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span 5.250ft Location of maximum on span 0,000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.064 in Ratio = 1,979>=360 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 Max Downward Total Deflection 0.182 in Ratio = 694 >=180 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +fl+}i Dsgn. L = 10,50 ft 1 0.414 0,070 6.80 6.80 27.44 16.43 1.14 1.00 2.59 55.13 36.75 +D+L+H Dsgn. L = 10.50 ft 1 0.637 0.108 10.46 10.46 27.44 16.43 1.14 1.00 3.99 55.13 36.75 +D+Lr+H Dsgn. L = 10.50 It 1 0.414 0.070 6.80 6.80 27.44 16.43 1.14 1.00 2.59 55.13 36.75 +D+S+H Dsgn. L = 10.50 ft 1 0.414 0.070 6.80 6.80 27.44 16.43 1.14 1.00 2.59 55.13 36.75 +0+0.750Lr+0.750L+H Dsgn. L = 10.50 ft 1 0.581 0.099 9.54 9.54 27.44 16.43 1.14 1.00 3.64 55.13 36.75 +D+0.750L+0.750S+H Dsgn. L = 10.50 ft 1 0.581 0.099 9.54 9.54 27.44 16.43 1.14 1.00 3.64 55.13 36,75 +D+0.60W+H Dsgn. L = 10.50 ft 1 0.414 0.470 6.80 6.80 27.44 16.43 1.14 1.00 2.59 55.13 36.75 +D+0.70E+H Dsgn. L = 10.50 It 1 0.414 0.070 6.80 6.80 27.44 16.43 1.14 1.00 2.59 55.13 36.75 +D+0.750Lr+0.750L+0.450W+H Dsgn. L = 10.50 ft 1 0.581 0.099 9.54 9.54 27.44 16.43 1.14 1.00 3.64 55.13 36.75 +D+0.750L+0.750S+0.450W+H Dsgn. L = 10.50 ft 1 0.581 0.099 9.54 9.54 27.44 16.43 1.14 1.00 3.64 55.13 36.75 +D+0.750L+0.750S+0.5250E+H Dsgn. L = 10.50 ft 1 0.581 0.099 9.54 9.54 27.44 16.43 1.14 1.00 3.64 55.13 36.75 +0.60D+0.60W- 0.60H Dsgn. L = 10.50 It 1 0.248 0.042 4.08 4.08 27.44 16.43 1.14 1.00 1.55 55.13 36.75 +0.60D+0.70E+0.60H Title Block Line 1 You can change this area using the 'Settings' menu item and,then using the "Printing & Title Block" selection. Project Title: Engineer. Project Descr. di Protect ID: Title Block Line f3 Pdnted:11 DEC 2019.10:13AM Steel Beam File = C:\WORKNYPROJ-112019\190199-1\catc cL. ec6 ENERCALC, INC.1983-2017, Build:6.17.3.29, Ver:6.17.6.30 Description : Steel beam • • • • •. Load Combination Max Stress Ratios Summary of Moment Values • Semrna • of Shear Value • Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx VrwJ0mega • Dsgn. L = 10.50 it 1 0.248 0.042 4.08 4.08 27.44 16.43 1.14 • �%0, 1 � 5 •55.13 Overall Maximum Deflections '•*** ' .. • .' :so*** • • • • • Load Combination Span Max. " " Defl Location in Span Load Combination ... •MaK. "+ Defl • Location in Span • • • +D+L+H 1 0.1816 5.280 • • • • 0.0000 • • •' 0.6dO"' .' Vertical Reactions Support notation : Far left is #1 ; MIJAJ1 KIPS • • . + • Load Combination Support 1 Support 2 • • Overall MAAmum 3.985 3.985 • • • • • • • • Overall MINimum 1.397 1.397 : • • +D+H 2.589 2.589 • +D+L+H 3.985 3.985 +D+Lr+H 2.589 2.589 +D+S+H 2.589 2.589 +D+0.750Lr+0.750L+H 3.636 3.636 +D+0.750L+0.750S+H 3.636 3.636 +D+0.60W+H 2.589 2.589 +D+0.70E+H 2.589 2.589 +D+0.750Lr+0.750L+0.450W+H 3.636 3.636 +D+0.750L+0.750S+0.450W+H 3.636 3.636 +D+0.750L+0.750S+0.5250E+H 3.636 3.636 +0.60D+0.60W+0.60H 1,553 1,553 +0.60D+0.70E+0.60H 1.553 1.553 D Only 2.589 2.589 Lr Only L Only 1.397 1.397 S Only W Only E Only H Only Title Block Line 1 You can change this area using the "Settings" menu item and.then using the "Printing & Title Block" selection. Project Title: Engineer: Project Descr: Protect ID: ` Title Block Line 6 Printed:11 DEC 2019,10:18AM Steel Column File =C:1WORKIMYPROJ-1120191190199-1\calcicalc.ec6 ENERCALC. INC.1963.2017. Build:6.17.3.29. Ver.6.17.6.30 Description : -None- 000000 Code References • • • • • • • • • •' •"' Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 """ • • Load Combinations Used : IBC 2015 "' • ••••• General Information .... . ' • Steel Section Name: HSS3-1/2x3-1/2x1/4 Overall Column Height • • • • • 9.5U•ft •' ''''' Analysis Method: Allowable Strength Top & Bottom Fixity T•W& fottom Pinned • • Steel Stress Grade Brace condition for deflection (buckling) elong columns : • • • • • • • • • • Fy : Steel Yield 36.0 ksi X-X (width) axis: 0 0• • • • E : Elastic Bending Modulus 29,000.0 ksi Unbraced Length for X-X Axis buckling t95Tt, i{=1.0 .. Y-Y depth) axis: ' .: • • • Fu y braced against buckling along Y-Y Axis Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included: 99.554 lbs ` Dead Load Factor AXIAL LOADS ... Axial Load at 9.50 ft, D = 2.60, L =1.40 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.09678 :1 Maximum SERVICE Load Reactions.. Load Combination +D+L+H Top along X-X 0.0 k Location of max.above base 0.0 ft Bottom along X-X 0.0 k At maximum location values are ... Top along Y-Y 0.0 k Pa: Axial 4.10 k Bottom along Y-Y 0.0 k Pn ! Omega: Allowable 42.359 k Ma-x :Applied 0.0 k-ft Maximum SERVICE Load Deflections ... Mn-x / Omega: Allowable 6.287 k-ft Along Y-Y 0.0 in at O.Oft above base for load combination Ma-y : Applied 0.0 k-ft Mn-y / Omega: Allowable 6.287 k-ft Along X-X 0.0 in at 0.0ft above base for load combination: PASS Maximum Shear Stress Ratio = 0.0 : 1 Load Combination Location of max.above base 0.0 It At maximum location values are ... Va : Applied 0.0 k Vn / Omega: Allowable 0.0 k Load Combination Results Load Combination +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H Maximum Reactions Maximum Axial +Bending Stress Ratios Stress Ratio Status Location 0.064 PASS 0.00 ft 0.097 PASS 0.00 ft 0.064 PASS 0.00 ft 0.064 PASS 0.00 ft 0.089 PASS 0.00 ft 0.089 PASS 0.00 ft 0.064 PASS 0.00 ft 0.064 PASS 0.00 ft 0.089 PASS 0.00 ft 0.089 PASS 0.00 ft 0.089 PASS 0.00 ft 0.038 PASS 0.00 ft 0.038 PASS 0.00 ft Maximum Shear Ratios Stress Ratio Status Location 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft 0.000 PASS 0.00 ft Note: Only non -zero reactions are listed. Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx - End Moments k-ft My - End Moments Load Combination @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top +D+H 2.700 Title Block Line 1 Project Title: " You can change this area Engineer: Proiect ID: using the "Settings" menu item Protect Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 Printed:11 DEC 2019, 10:1BAM Steel Column File=C:\WORKMYPROJ-1\2019\190199-itcatcicalc.ec6 ENERCALC, INC.1983-2017, Build:6.17.3.29, Ver.6.17.6.30 Description : -None- Maximum Reactions ••.... ••.•.• Note: Onlyp on-zer, e*,AgtiQhs are li�tpV: • Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx - EMgn1,eQtj k-ft NU - End MorWnts Load Combination @ Base @ Base @ Top @ Base @ Top @ Base . . .q Top @ BB se a(ti7'ibp • • +D+L+H 4.100 ' ' ` +D+Lr+H 2.700 00 • 4 0 ' +D+S+H 2.700 • • • • • +D+0.750Lr+0.750L+H 3.750 ` +D+0.750L+0.750S+H 3.750 ; " `; : • +0+0.60W+H 2.700 . . • • .. • • .. +D+0.70E+H 2.700 • • • ' ' +D+0 7501-r-+0 750L+0 450W+H 3.750 • • • • • • +D+0.750L+0.750S+0.450W+H 3.750 * • • • +D+0.750L+0.750S+0.5250E+H 3.750 +0.60D+0.60W+O.60H 1.620 +0.60D+0.70E+0.60H 1.620 D Only 2.700 Lr Only L Only 1.400 S Only W Only E Only H Only Extreme Reactions _ Axial Reaction X-X Axis Reaction k Y-Y Axis Reaction Mx - End Moments k-ft My - End Moments Item Extreme Value @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top Axial @ Base Maximum 4,100 " Minimum Reaction, X-X Axis Maximum 2.700 " Minimum 2.700 Reaction, Y-Y Axis Maximum 2.700 " Minimum 2.700 Reaction, X-X Axis Maximum 2.700 " Minimum 2.700 Reaction, Y-Y Axis Maximum 2.700 Minimum 2.700 Moment, X-X Axis Ba Maximum 2.700 " Minimum 2.700 Moment, Y-Y Axis Ba Maximum 2.700 Minimum 2.700 Moment, X-X Axis To Maximum 2.700 " Minimum 2.700 Moment, Y-Y Axis To Maximum 2.700 " Minimum 2,700 Maximum Deflections for Load Combinations Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance +D+H 0.0000 in 0.000 It 0.000 in 0.000 ft +D+L+H 0.0000 in 0.000 It 0.000 in 0,000 ft +D+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+S+H 0.0000 in 0.000 ft 0,000 in 0.000 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 It 0.000 in 0.000 ft +D+0.750L+0.750S+H 0,0000 in 0.000 ft 0.000 in 0.000 ft +0+0.60W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 It +0+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 It 0.000 in 0.000 ft +D+0.750L+0.750S+0.450W+H 0.0000 in 0,000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0,000 It 0.000 in 0.000 ft +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.000 in 0,000 It +0.60D+0.70E+0.60H 0.0000 in 0.000 It 0.000 in 0.000 It D Only 0.0000 in 0.000 ft 0.000 in 0.000 It Lr Only 0.0000 in 0.000 It 0.000 in 0.000 It Title Block Line 1 Project Title: You can change this area Engineer: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Steel Column Description : —None— Maximum Deflections for Load Combinations Proiect ID: `Y Pdnted:11 DEC 2019,10:18AM File = C:\WORKIMYPROJ-1120191190199-ticalcicalc.ec6 •• • •+ • • • • • • ...... • •• •••t•• Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance,,,;,. L Only 0.0000 in 0.000 ft 0.000 in 0.000 S Only 0.0000 in 0,000 ft 0.000 in 0.000 "f� •,� �' ;""• , r,,. W Only 0.0000 in 0.000 ft 0.000 in 0.000 ft • • eft • ' • • • • • E Only 0.0000 in 0.000 ft 0.000 in 0.000 : : • • H Only 0.0000 in 0.000 ft 0.000 in 0.000 •f� " • • • • : • • . • + Steel Section Properties : HSS3-1/2x3-1/2x114 • • • • ' •••••• Depth = 3.500 in I xx = 5.04 in"4 J • i ; `ttRlfin"4 , , Design Thick = 0.233 in S xx = 2.88 in"3 ' • •" ; , , • ; •"`; Width = 3.500 in R xx = 1.320 in • ' • 0000 Wall Thick = 0.250 in Zx = 3.500 in^3 Area = 2.910 in12 I yy = 5.040 in"4 C = 4.920 in^3 Weight = 10.479 plf S yy = 2.880 in^3 R yy = 1.320 in Ycg = 0.000 in Loads are total entered value. Arrows do not reflect absolute direction. CA No. 29652 www.skyrockeng.com EMAIL: aimee@skyrockeng.com Phone: 786 285 7157 Fax: 305. 258 3345 s/O'-j- /s-a /�- �i JOB: J ' �� ` ka /� J`. SHEET No.: ! OF l t CALCULATED BY:DATE: .... . . . .. .. ... s/ L 3) 7- -) c' 5 �, .141 776 20or) PS 0 1le—' JOB: CA No. 29652 www.skyrockeng.com SHEET No OF EMAIL: aimee@skyrockeng.com CALCULATED BY: Z" DATE: Phone: 786 285 7157 Fax: 305. 258 3345 �l � / � --S� a pj