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RC-13-2775 (2)Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER A THE FLORIDA/��BUILDING CODE I-�' I (We) have been retained by �C�`4 �'"� ���� to perform special inspector services under the Flo 'da Building Code at the Z-9 'T AI•Ee 9"' �'. project on the below listed structures as of 1 _ g — t A (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: I C 1�6 -Z..'7 7 S Q SPECIAL INSPECTOR FOR PILING, FBC 1822.1.20 (R4404.6.1.20) ❑� /�SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2A.2) Nr SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122A (R4407.5.4) ❑ SSPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) C SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ ECIAL INSPECTOR FOR PRECAST UNITS TTACHMENTS, FBC1,92712�(R4405.9.12 SPECIAL INSPECTOR FOR (b"c - � A � np . Note: Only the marked boxes apply. The owing individual(s) mployeA by this firm or me are puthorized representatives to perform inspection* 1. 2, 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Sealed Engineer Name (PW t c /�� 1 CLIA ��C-S r Address 2 -O'S -I ^' DATE: I� �- r�- Phone No. ��� ,)) G 49 4® 49 Created on 6/10/2009 FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation -Residential Performance Method Project Name: ANTROBUS RESIDENCE Builder Name: Street: 295 NE 95 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL , 33138-2711 Permit Number: Owner: Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or eAsting New (From Plans) 9. Wall Types (2859.1 sgft.) Insulation Area 2. Single family or multiple family Single-family a Concrete Block - Int Insul, Exterior R=5.0 2410.50 ft2 b. Concrete Block - Int Insul, Adjacent R=5.0 163.33 ft2 3. Number of units, if multiple family 1 c. Frame - Steel, Adjacent R=11.0 160.00 ft2 4. Number of Bedrooms 3 d. other (see details) R= 125.22 ft2 5. Is this a worst case? No 10. Ceiling Types (1303.0 sqft.) Insulation Area a Roof Deck (Unvented) R=0.0 1303.00 ft2 6. Conditioned floor area above grade (ft2) 2140 b. WA R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows (476.6 sgft.) Description Area a. Sup: AHU3 ZONE, Ret: AHU3 ZONE, AH: AHU3 Z 6 250 a. U -Factor: Sgl, U=0.85 476.57 111:2 b. Sup: AHU3 ZONE, Ret: AHU3 ZONE, AH: AHU3 6 250 SHGC: SHGC=0.50 b. U -Factor: N/A ft2 12. Cooling systems kBhAv Efficiency SHGC: a. Central Unit 36.0 SEER:18.00 b. Central Unit 36.0 SEER:18.00 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: WA ft2 a. Electric Strip Heat 24.0 COPA.00 SHGC: b. Electric Strip Heat 24.0 COPA.00 Area Weighted Average Overhang Depth: 5.656 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (2140.0 sgft.) Insulation Area EF: 0.990 a. Slab -On -Grade Edge Insulation R=0.0 1087.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 1053.00 ft2 None c. N/A R= ft2 15. Credits CF, Pstat Total Proposed Modified Loads: 52.37 Glass/Floor Area: 0.223 PASS Total Standard Reference Loads: 68.28 �7�7 I hereby certify that the plans and specifications covered by Review of the plans and sT.�r. this calculation are in compliance with the Florida Energy specifications covered by this .y©��f a - �O Code. calculation indicates compliance c� ��u ==r�,••�� with the Florida Energy Code. flit, PREPARED BY: Before construction is completed - DATE: this building will be inspected for compliance with Section 553.908 • I hereby certify that this building, as designed, is in compliance Florida Statutes. G'Qii with the Florida Energy Code. W>r.' OWNER/AGENT BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed In accordance with 403.2.2.1.1. - Compliance requires an envelope leakage test report, by a Florida Class 1 Rater, In accordance with Table B-1.1.2. 11/11/201311:06 AM EnergyGaugeD USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 a 7A 40-- M` 11/11/201311:06 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 PROJECT Title: ANTROBUS RESIDENCE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2140 Lot # Owner: Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 295 NE 95 STREET Permit Office: MIAMI SHORES Cross Ventilation: No County: Miami -Dade Jurisdiction: 232600 Whole House Fan: No City, State, Zip: MIAMI SHORES, Family Type: Single-family FL, 33138-2711 New/E)asting: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 LOW BLOCKS Number Name Area Volume 1 Blockl 1087 8913.4 2 Block2 1053 8603 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 AHU2 ZONE 1087 8913.4 Yes 2 0 1 Yes Yes Yes 2 AHU3 ZONE 1053 8603 No 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation AHU2 ZONE 115 ft 0 1087 ftz ____ 0 0 1 2 Floor Over Other Space AHU3 ZONE ___ ____ 1053 ftz 0 0 0 1 ROOF r / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tie 1726 ftz 0 ftz Light 0.75 No 0.9 No 0 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1593 ft2 N N 11/11/201311:06 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 11/11/201311:06 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Unvented) AHU2 ZONE 30 250 ft2 0.11 Wood 2 Under Attic(Unvented) AHU3ZONE 30 1053 ft2 0.11 Wood WALLS Adjacent SpaceArea Cavity R-Vale Width Et n Et Height Sheathing Framing Solar R-Va1 FrnnfinnAh-qnr Below N Exterior Concrete Block - Int InsulAHU2 ZONE 5 42 4 8 2 345.7 ft2 0 0.75 0 2 E Exterior Concrete Block - Int InsulAHU2 ZONE 5 46 4 8 2 378.4 ft2 0 0.75 0 3 S Exterior Concrete Block - Int InsulAHU2 ZONE 5 42 4 8 2 345.7 ft2 0 0.75 0 4 W Exterior Concrete Block - Int InsulAHU2 ZONE 5 46 4 8 2 378.4 ft2 0 0.75 0 5 N Exterior Concrete Block - Int InsulAHU3 ZONE 5 12 8 8 2 103.4 ft2 0 0.75 0 6 E Exterior Concrete Block - Int InsulAHU3 ZONE 5 46 2 8 2 377.0 ft2 0 0.75 0 7 S Exterior Concrete Block - Int InsulAHU3 ZONE 5 28 0 8 2 228.7 ft2 0 0.75 0 8 W Exterior Concrete Block - Int InsulAHU3 ZONE 5 31 0 8 2 253.2 ft2 0 0.75 0 9 W Garage Concrete Block - Int InsulAHU3 ZONE 5 20 0 8 2 163.3 ft2 0 0.75 0 10 W AHU2 ZO Interior Block AHU3 ZONE 0 15 4 8 2 125.2 ft2 0 0 0.75 0 11 N Garage Frame - Steel AHU3 ZONE 11 20 8 160.0 ft2 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated AHU3 ZONE None .4 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 0.85 0.5 2.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 N 1 Metal Single (Tinted) Yes 0.85 0.5 20.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 3 N 1 Metal Single (Tinted) Yes 0.85 0.5 20.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 4 E 2 Metal Single (Tinted) Yes 0.85 0.5 17.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 5 E 2 Metal Single (Tinted) Yes 0.85 0.5 25.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 6 E 2 Metal Single (Tinted) Yes 0.85 0.5 11.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 7 E 2 Metal Single (Tinted) Yes 0.85 0.5 2.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 8 S 3 Metal Single (Tinted) Yes 0.85 0.5 33.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 9 S 3 Metal Single (Tinted) Yes 0.85 0.5 36.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 10 S 3 Metal Single (Tinted) Yes 0.85 0.5 4.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 11 W 4 Metal Single (Tinted) Yes 0.85 0.5 31.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 12 W 4 Metal Single (Tinted) Yes 0.85 0.5 13.9 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 13 W 4 Metal Single (Tinted) Yes 0.85 0.5 17.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 14 N 5 Metal Single (Tinted) Yes 0.85 0.5 17.1 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 15 E 6 Metal Single (Tinted) Yes 0.85 0.5 25.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 16 E 6 Metal Single (Tinted) Yes 0.85 0.5 17.4 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 17 E 6 Metal Single (Tinted) Yes 0.85 0.5 25.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 18 S 7 Metal Single (Tinted) Yes 0.85 0.5 33.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 11/11/201311:06 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 s�. 11/11/2013 11:06 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 WINDOWS Orientation shown is the entered, Proposed orientation. / �/ # Wall Ornt ID Frame Panes NFRC Overhang U -Factor SHGC Area Depth Separation Int Shade Screening 19 20 21 S 7 Metal W 8 Metal W 8 Metal Single (Tinted) Yes Single (Tinted) Yes Single (Tinted) Yes 0.85 0.5 12.5 ft2 2 ft 0 in 2 ft 0 in 0.85 0.5 53.3 ft2 18 ft 0 in 1 ft 0 in 0.85 0.5 55.6 ft2 18 ft 0 in 1 ft 0 in Drapes/blinds Drapes/blinds Drapes/blinds None None None Default Leakage AHU3 ZON (Default) c(Default) c 2 2 GARAGE AHU3 ZONE 75 ft2 Default Leakage # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft2 400 ft2 60 It 8 It 4.2 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed SLA .0003 1684 92.45 173.86 .2548 5.7682 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Strip Heat Electric Strip Heat None None COP:1 24kBtu/hr COP:1 24kBtu/hr 1 2 sys#2 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit Split Split SEER: 18 36 kBtu/hr 1080 cfm SEER: 18 36 kBtu/hr 1080 cfm 0.75 1 0.75 2 sys#2 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless AHU2 ZONE 0.99 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 11/11/2013 11:06 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 DUCTS / --- Supply -- -- Return -- Air CFM 25 CFM25 HVAC # # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 AHU3 ZONE 6 250 ft2 AHU3 ZONE 50 112 Default Leakage AHU3 ZON (Default) c(Default) c 2 2 2 AHU3 ZONE 6 250 ft2 AHU3 ZONE 75 ft2 Default Leakage AHU3 ZON (Default) c(Default) c 1 1 11/11/2013 11:06 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 11/11/2013 11:06 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinJan Feb Feb Mar Mar Apr APr Ma Mnijun un Jul Jul Aug nAuS n Oct E Oct Nov Nov Dec Dec ventin Jan Feb Mar A r May Jun Jul Aug Sep[Xl Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 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 (W EH) 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 (W EH) 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 11/11/2013 11:06 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 r:11 FORM 405-10 Florida Code Compliance Checklist Florida Department ofBusinessand Professional Regulations Residential Whole Bu i [ding Performance Method ADDRESS: 295 NE 95 STREET PERMIT #: MIAMI SHORES, FL, 33138-2711 MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and / doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete ✓/ envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, / programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can ✓/ meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. / No make-up air from attics, crawlspaces, garages or outdoors adjacent "V to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of =1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from N A site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 11/11/2013 11:06 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 - ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. 295 NE 95 STREET, MIAMI SHORES, FL, 33138-2711 1. New construction or ebsting New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a Concrete Block - Int Insul, Exterior R=5.0 2410.50 ft2 b. Concrete Block - Int Insul, Adjacent R=5.0 163.33 ft2 3. Number of units, if multiple family 1 c. Frame - Steel, Adjacent R=11.0 160.00 ft2 4. Number of Bedrooms 3 d. other (see details) R= 125.22 ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area a Roof Deck (Unvented) R=0.0 1303.00 ft2 6. Conditioned floor area (ft2) 2140 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a U -Factor: Sgl, U=0.85 476.57 ft2 11. Ducts a Sup: AHU3 ZONE, Ret: AHU3 ZONE, AH: AHU3 Z R ft2 6 250 SHGC: SHGC=0.50 b. Sup: AHU3 ZONE, Ret: AHU3 ZONE, AH: AHU3 6 250 b. U -Factor: N/A ft2 SHGC: 12. Cooling systems kBtu/hr Efficiency c. U -Factor: N/A ft2 a Central Unit 36.0 SEER:18.00 SHGC: b. Central Unit 36.0 SEER:18.00 d. U -Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a Electric Strip Heat 24.0 COP:1.00 Area Weighted Average Overhang Depth: 5.656 ft. b. Electric Strip Heat 24.0 COP:1.00 Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14. Hot water systems Cap:1 gallons a Slab -On -Grade Edge Insulation R=0.0 1087.00 ft2 a Electric EF: 0.99 b. Floor Over Other Space R=0.0 1053.00 ft2 c. N/A R= ft2 b. Conservation features None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction 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. 7 or Builder Signature: Date: Address of New Home: City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - AaRes2010 Section 405.4.1 Compliant Software q Residential System Sizing Calculation Summary Project Title: 295 NE 95 STREET ANTROBLIS RESIDENCE MIAMI SHORES, FL 33138-2711 11/11/2013 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(? ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 5 r. Window total Winter design temperature(TMY3 99%) 49 F Summer design temperature(TMY3 99%) 92 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 21 F Summer temperature difference 17 F Total heatina load calculation 21283 Btuh Total coolina load calculation 65931 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 225.5 48000 Sensible (SHR = 0.75) 91.0 54000 21283 Btuh Latent 272.8 18000 0 Btuh TOTAL HEAT LOSS Total 109.2 72000 WINTER CALCULATIONS Wintar HAntinn Load /fnr 914n snft) Load component Load Window total 477 sqft 8507 Btuh Wall total 2363 sqft 6138 Btuh Door total 20 sqft 168 Btuh Ceiling total 1303 sqft 871 Btuh Floor total See detail report 2850 Btuh Infiltration 119 cfm 2749 Btuh Duct loss Internal gain 0 Btuh Subtotal Duct gain 21283 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Blower Load 21283 Btuh Ff—.( SUMMER CALCULATIONS Ciimmar r`.nnlinn 1 nntl /fnr 91 An enm Load component Load Window total 477 sqft 16364 Btuh Wall total 2363 sqft 4969 Btuh Door total 20 sqft 256 Btuh Ceiling total 1303 sqft 3154 Btuh Floor total 0 Btuh Infiltration 89 cfm 1669 Btuh Internal gain 22320 Btuh Duct gain 0 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 10600 Btuh Total sensible gain 59332 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 3399 Btuh Latent gain (ventilation) 0 Btuh Latent gain(internal/occupants/other) 3200 Btuh Total latent gain 6599 Btuh TOTAL HEAT GAIN 1 65931 Btuh dent I den,.(5%) IM.(iatn(34%) EnergyGaugeg) S ing PREPARED BY. DATE: Ze7 EnergyGauge®/ USRFZB 0.1 Ymd—(40%) Wmd—(n'/.) wa.(s%) FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: ANTROBUS RESIDENCE Builder Name: Street: 295 NE 95 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138-2711 Permit Number: Owner: Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or ebsting New (From Plans) 9. Wall Types (3523.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a Concrete Block - Int Insul, Exterior R--5.0 3074.80 112 b. Concrete Block - Int Insul, Adjacent R=5.0 163.33 ft2 3. Number of units, if multiple family 1 c. Frame - Steel, Adjacent R=11.0 160.00 ft2 4. Number of Bedrooms 4 d. other (see details) R= 125.22 ft2 5. Is this a worst case? No 10. Ceiling Types (1593.0 sgft.) Insulation Area a Roof Deck (Unvented) R=0.0 1593.00 ft2 6. Conditioned floor area above grade (ft2) 2646 b. N/A R= ft2 Conditioned floor area below grade (112) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(621.2 sgfL) Description Area a Sup: AHU3 ZONE, Ret: AHU3 ZONE, AH: AHU3 6 250 a U -Factor: Sgl, U=0.85 621.15 ft2 b. Sup: AHU2 ZONE, Ret: AHU2 ZONE, AH: AHU2 6 250 SHGC: SHGC=0.50 c. Sup: AHU1 ZONE, Ret: AHU1 ZONE, AH: AHU1 6 200 b. U -Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a Central Unit 24.0 SEER:18.50 b. Central Unit 36.0 SEER:18.00 c. U Factor: WA ft2 c. Central Unit 36.0 SEER:18.00 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a Electric Strip Heat 18.0 COP:1.00 SHGC: b. Electric Strip Heat 24.0 COP:1.00 Area Weighted Average Overhang Depth: 6.765 ft. c. Electric Strip Heat 24.0 COP:1.00 Area Weighted Average SHGC: 0.500 14. Hot water systems 8. Floor Types (2646.0 sgft.) Insulation Area a Electric CapF'56 allons kE a Slab -On -Grade Edge Insulation R=0.0 1593.00 112 b. Conservation features b. Floor Over Other Space R=0.0 1053.00 ft2 None c. N/A R= ft2 15. Credits CF, Pstat Total Proposed Modified Loads: 63.80 Glass/Floor Area: 0.235 PASS Total Standard Reference Loads: 82.35 1 hereby certify that the plans and specifications covered by Review of the plans and �'� ST,f?, this calculation are in compliance with the Florida Energy specifications covered by this i,+�a Code. calculation indicates compliance 3�0*0� :i=' with the Florida Energy Code. k" tfit, PREPARED BY: DATE: Before construction is completed this building will be inspected for compliance with Section 553.908 w s I hereby certify that this building, as designed, is in compliance Florida Statutes. O+DD with the Florida Energy Code. WE'c�� 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 403.2.2.1.1. - Compliance requires an envelope leakage test report, by a Florida Class 1 Rater, In accordancevfffil-%�le B-1.1.2. ►� r` "fill, III$ e (( lir �`� ZI`_ 3/21/2014 9:19 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 3/21/2014 9:19 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 PROJECT Title: ANTROBUS RESIDENCE Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2646 Lot # Owner: Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 295 NE 95 STREET Permit Office: MIAMI SHORES Cross Ventilation: No County: Miami -Dade Jurisdiction: 232600 Whole House Fan: No City, State, Zip: MIAMI SHORES, Family Type: Single-family FL, 33138-2711 New/Epsting: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blocks 506 4134 2 Block2 1087 8913.4 3 Block3 1053 8603 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 AHU1 ZONE 506 4134 No 2 1 1 Yes Yes Yes 2 AHU2 ZONE 1087 8913.4 Yes 2 0 1 Yes Yes Yes 3 AHU3 ZONE 1053 8603 No 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio AHU2 ZONE 115 ft 0 1087 ftz __ 0 0 1 2SIab-On-Grade Edge Insulatio AHU1 ZONE 81 ft 0 506 ftz __ 0 0 1 3 Floor Over Other Space AHU3 ZONE __ __ 1053 ftz 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel file 1726 ftz 0 ftz Light 0.75 No 0.9 No 0 22.6 ATTIC v # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1593 ft2 N N 3/21/2014 9:19 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 3/21/2014 9:19 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Unvented) AHU1 ZONE 30 290 ft2 0.11 Wood 2 Under Attic (Unvented) AHU2 ZONE 30 250 ft2 0.11 Wood 3 Under Attic (Unvented) AHU3 ZONE 30 1053 ft2 0.11 Wood WALLS Adjacent Space Cavity Width Ft In Ft Height In Area Sheathing Framing Solar R-Vall le Eractinn Ahsnr Below Grade% _ 1 N Exterior Concrete Block - Int InstAHU3 ZONE 5 42 4 8 2 345.7 ft2 0 0.75 0 _ 2 E Exterior Concrete Block - Int InsAHU3 ZONE 5 46 4 8 2 378.4 ft2 0 0.75 0 3 S Exterior Concrete Block - Int InsdtHU3 ZONE 5 42 4 8 2 345.7 ft2 0 0.75 0 _ 4 W Exterior Concrete Block - Int Insr6lHU3 ZONE 5 46 4 8 2 378.4 ft2 0 0.75 0 5 N Exterior Concrete Block - Int Insd'4HU2 ZONE 5 12 8 8 2 103.4 ft2 0 0.75 0 6 E Exterior Concrete Block - Int InsdiHU2 ZONE 5 46 2 8 2 377.0 ft2 0 0.75 0 7 S Exterior Concrete Block - Int Insd4HU2 ZONE 5 28 0 8 2 228.7 ft2 0 0.75 0 8 W Exterior Concrete Block - Int InsiAHU2 ZONE 5 31 0 8 2 253.2 ft2 0 0.75 0 9 N Exterior Concrete Block - Int InsAHU1 ZONE 5 33 0 8 2 269.5 ft2 0 0.75 0 10 S Exterior Concrete Block - Int InsiMHU1 ZONE 5 33 0 8 2 269.5 ft2 0 0.75 0 .11 W Exterior Concrete Block - Int InsiMHU1 ZONE 5 15 4 8 2 125.2 ft2 0 0.75 0 12 W Garage Concrete Block - Int Ins0IHU2 ZONE 5 20 0 8 2 163.3 ft2 0 0.75 0 13 W AHU1 ZO Interior Block AHU2 ZONE 0 15 4 8 2 125.2 ft2 0 0 0.75 0 _114 N Garage Frame - Steel AHU2 ZONE 11 20 8 160.0 ft2 0 0.75 0 DOORS # Omt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 S Insulated AHU2 ZONE None .4 3 6 8 20 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Single (Tinted) Yes 0.85 0.5 2.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 N 1 Metal Single (Tinted) Yes 0.85 0.5 20.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 3 N 1 Metal Single (Tinted) Yes 0.85 0.5 20.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 4 E 2 Metal Single (Tinted) Yes 0.85 0.5 17.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 5 E 2 Metal Single (Tinted) Yes 0.85 0.5 25.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 6 E 2 Metal Single (Tinted) Yes 0.85 0.5 11.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 7 E 2 Metal Single (Tinted) Yes 0.85 0.5 2.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 8 S 3 Metal Single (Tinted) Yes 0.85 0.5 33.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 9 S 3 Metal Single (Tinted) Yes 0.85 0.5 36.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 10 S 3 Metal Single (Tinted) Yes 0.85 0.5 4.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 11 W 4 Metal Single (Tinted) Yes 0.85 0.5 31.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 12 W 4 Metal Single (Tinted) Yes 0.85 0.5 13.9 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 13 W 4 Metal Single (Tinted) Yes 0.85 0.5 17.8 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 14 N 5 Metal Single (Tinted) Yes 0.85 0.5 17.1 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 3/21/2014 9:19 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 3/21/2014 9:19 AM EnergyGauge® USA - RaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 15 E 6 Metal Single (Tinted) Yes 0.85 0.5 25.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 16 E 6 Metal Single (Tinted) Yes 0.85 0.5 17.4 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 17 E 6 Metal Single (Tinted) Yes 0.85 0.5 25.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 18 S 7 Metal Single (Tinted) Yes 0.85 0.5 33.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 19 S 7 Metal Single (Tinted) Yes 0.85 0.5 12.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 20 W 8 Metal Single (Tinted) Yes 0.85 0.5 53.3 ft2 18 ft 0 in 1 ft 0 in Drapes/blinds None 21 W 8 Metal Single (Tinted) Yes 0.85 0.5 55.6 ft2 18 ft 0 in 1 ft 0 in Drapes/blinds None 22 N 9 Metal Single (Tinted) Yes 0.85 0.5 53.3 ft2 18 ft 0 in 1 ft 0 in Drapes/blinds None 23 N 9 Metal Single (Tinted) Yes 0.85 0.5 19.5 ft2 18 ft 0 in 1 ft 0 in Drapes/blinds None 24 N 9 Metal Single (Tinted) Yes 0.85 0.5 3.3 ft2 18 ft 0 in 1 ft 0 in Drapes/blinds None 25 S 10 Metal Single (Tinted) Yes 0.85 0.5 29.2 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 26 S 10 Metal Single (Tinted) Yes 0.85 0.5 2.9 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 27 S 10 Metal Single (Tinted) Yes 0.85 0.5 21.1 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 28 W 11 Metal Single (Tinted) Yes 0.85 0.5 15.4 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 400 ft2 400 ft2 60 ft 8 ft 4.2 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed SLA .0003 2082.2 114.31 214.97 .2548 5.7703 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP: 1 18 kBtu/hr 1 sys#3 2 Electric Strip Heat None COP: 1 24 kBtu/hr 2 sys#2 3 Electric Strip Heat None COP: 1 24 kBtu/hr 3 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 18.5 24 kBtu/hr 720 cfm 0.75 1 sys#3 2 Central Unit Split SEER: 18 36 kBtu/hr 1080 cfm 0.75 2 sys#2 3 Central Unit Split SEER: 18 36 kBtu/hr 1080 cfm 0.75 3 sys#1 3/21/2014 9:19 AM EnergyGauge® USA - RaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 3/21/2014 9:19 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None AHU1 ZONE 0.93 56 gal 60 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 v -- Supply --- -- Retum --- Air CFM 25 CFM25 HVAC # # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 AHU3 ZONE 6 250 ft2 AHU3 ZONE 50 ft2 Default Leakage AHU3 ZON (Default) (Default) 3 3 2 AHU2 ZONE 6 250 ft2 AHU2 ZONE 75 ft2 Default Leakage AHU2 ZON (Default) (Default) 2 2 3 AHUi ZONE 6 200 ft2 AHUi ZONE 50 ft2 Default Leakage AHU1 ZON (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Heatin (� Feb Jan [Xj Feb Mar Mar [ ] Apr May [ ]Apr May Jun Jul Jun Jul Aug AuS j Oct [ ] E ]Oct [Xj Nov Nov r Dec [Xj Dec Ventin Jan [) Feb Mar [XJ A r [ Ma L Jun Jul Aug Sep Oct [XJ Nov [ ] Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 76 Cooling (W EH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 76 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 (W EH) 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 3/21/2014 9:19 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 295 NE 95 STREET PERMIT #: MIAMI SHORES, FL, 33138-2711 MANDATORY REQUIREMENTS SUMMARY - See Individual code sections for full details. COMPONENT SECTION SUMMARYOF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker j (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawispaces, garages or outdoors adjacent to pools or spas. V Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of =1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 3/21/2014 9:19 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index, the more efficient the home. 295 NE 95 STREET, MIAMI SHORES, FL, 33138-2711 1. New construction or ebsting 2. Single family or multiple family 3. Number of units, it multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows- Description a. U -Factor: Sgl, U=0.85 SHGC: SHGC=0.50 b. U -Factor: N/A SHGC: c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) Single-family 1 4 No 2646 Area 621.15 ft2 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. N/A R= ft2 ft2 ft2 6.765 ft. 0.500 Area 1593.00 ft2 1053.00 ft2 ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 3074.80 ft2 b. Concrete Block - Int Insul, Adjacent R=5.0 163.33 ft2 c. Frame - Steel, Adjacent R=11.0 160.00 ft2 d. other (see details) R= 125.22 ft2 10. Ceiling Types Insulation Area a. Roof Deck (Unvented) R=0.0 1593.00 f12 b. N/A R= ft2 c. N/A R= ft2 11. Ducts R ft2 a. Sup: AHU3 ZONE, Ret: AHU3 ZONE, AH: AHU3 Z 6 250 b. Sup: AHU2 ZONE, Ret: AHU2 ZONE, AH: AHU2 6 250 c. Sup: AHU1 ZONE, Ret: AHU1 ZONE, AH: AHU1 Z 6 200 12. Cooling systems kBtu/hr Efficiency a. Central Unit 24.0 SEER:18.50 b. Central Unit 36.0 SEER:18.00 c. Central Unit 36.0 SEER:18.00 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 18.0 COPA.00 b. Electric Strip Heat 24.0 COP:1.00 c. Electric Strip Heat 24.0 COP:1.00 14. Hot water systems a. Electric Cap: 56 gallons EF: 0.93 b. Conservation features None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction 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: Address of New Home: Date: City/FL Zip: *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. ""Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software i } ROCHELL ENGINEERING, INC. r 4 Structural Calculations For: Antrobus-Shepard Residence 295 N.E. 95th Street Miami Shores, FL f Alexander Rochell, P.E. FL Registration No. 60735 Cert. of Authorization No. 27054 250 Catalonia Avenue — Suite 405 Coral Gables, Florida 33134 Tel: 305.649.4049 Fax: 305.649.4149 s l S MECAWind Version 2.1.1.3 per ASCE 7-10 15.00 ft Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenteE2rises.com Cc*(33/Zm)^0.167 = Date 8/29/2013 Project No. Lzm: 1*(Zm/33)^Epsilon = Company Name Rochell Engineering, Inc. Designed By A. Rochell Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = Address 250 Catalonia Avenue - Suite 4 Description Antrobus Residence Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = City Coral Gables Customer Name Gust Factor Summary State Florida Proj Location Miami Shores, FL Not a Flexible Structure use the Lessor of Gustl or Gust2 = File Location: Y:\00_Projects\VARIOS\Antrobus-Shepard Residence (UrvanX)\Wind loads.wnd Table Directional Procedure Simplified Diaphragrm Building (Ch 27 Part 2) _ All pressures shown are based upon ASD Design, with a Load Factor of .6 +/-0.18 Basic Wind Speed(V) = 175.00 mph Topographic Adjustment Structural Category = II Exposure Category = C 6.53 Natural Frequency = N/A Flexible Structure = No 1.00 Importance Factor = 1.00 Kd Directional Factor = 0.85 175.00 Damping Ratio (beta) = 0.01 Net Wind Pressures on Walls (Table 27.6-1) Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 L/B Am = 0.15 Bm = 0.65 ph: Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 3 : 12 Slope of Roof(Theta) = 14.00 Deg Ht: Mean Roof Ht = 19.79 ft Type of Roof = Hipped pwh: RHt: Ridge Ht = 21.25 ft Eht: Eave Height = 18.33 ft OH: Roof Overhang at Eave= 2.00 ft Roof Area = 4849.00 ft^ 2 Bldg Length Along Ridge = 69.00 ft Bldg Width Across Ridge= 62.00 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 Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.90 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 ` Topographic Adjustment 0.33*z = 6.53 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 MWFRS-Wall Pressures for Wind Normal to 62 ft wall L/B = 1.11 ph: Net Pressure at top of wall (windward + leeward) = 39.17 psf p0: Net Pressure at bottom of wall (windward + leeward) = 38.13 psf . ps: Side wall pressure acting uniformly outward = .55 * ph = 21.59 psf pl: Leeward wall pressure acting uniformly outward = .37 * ph= 14.40 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.77 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.73 psf Wall Press See Table See Table 27.6-2 7 Mean roof ht. Elevation �—N Wind► B Plan Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.000 Zone Load Case1 Load Case2 psf psf ---- ---------- ---------- 1 -37.48 5.39 2 -25.83 -7.60 3 -38.23 .00 4 -34.09 .00 5 -27.95 .00 Note: A value of 101 indicates that the zone/load case is not applicable. asp ►�G G.Sh 1 v I S NWFRS-Wall Pressures for Wind Normal to 69 ft wall L/B = 0.90 ph: Net Pressure at top of wall (windward + leeward) = 39.77 psf ' p0: Net Pressure at bottom of wall (windward + leeward) = 38.70 psf ps: Side wall pressure acting uniformly outward = .54 * ph = 21.47 psf pl: Leeward wall pressure acting uniformly outward = .38 * ph= 15.11 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.66 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 23.59 psf See Fig 27.6-2 for Parapet wind Roof Pressures Wall Press See Table See Table 27.6-2 7 Mean roof ht. Elevation �—N Wind► B Plan Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor = 1.000 Zone Load Case1 Load Case2 psf psf ---- ---------- ---------- 1 -37.48 5.39 2 -25.83 -7.60 3 -38.23 .00 4 -34.09 .00 5 -27.95 .00 Note: A value of 101 indicates that the zone/load case is not applicable. asp ►�G G.Sh Hipped 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 R�J edAe rrscm�sss �rrti— Zones 1 or 3 s PI Wind Direction _ -28.11 psf _ -28.67 psf = 4.04 psf .00 psf c 1 4 File Location: Y:\00_Projects\VARIOS\Antrobus-Shepard Residence (UrvanX)\Wind loads.wnd 51 El Wa& shown ;5 A w `t 5 5 a a ElipRoof 7<0<=27 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Description 10 sq. ft. 10 sq. ft. 10 sq. ft. 10 sq. ft. 10 sq. ft. 20 sq. ft. 20 sq. ft. 20 sq. ft. 20 sq. ft. 20 sq. ft. 50 sq. ft. 50 sq. ft. 50 sq. ft. 50 sq. ft. 50 sq. ft. 100 sq. ft. 100 sq. ft. 100 sq. ft. 100 sq. ft. 100 sq. ft. 200 sq. ft. 200 sq. ft. 200 sq. ft. 200 sq. ft. 200 sq. ft. Width of Pressure Coefficient MECAWind Version 2.1.1.3 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaenterprises.com Date 8/29/2013 Project No. Max P Company Name Rochell Engineering, Inc. Designed By A. Rochell ' Address 250 Catalonia Avenue - Suite 4 Description Antrobus Residence City Coral Gables Customer Name 5.50 State Florida Proj Location Miami Shores, FL File Location: Y:\00_Projects\VARIOS\Antrobus-Shepard Residence (UrvanX)\Wind loads.wnd 51 El Wa& shown ;5 A w `t 5 5 a a ElipRoof 7<0<=27 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Description 10 sq. ft. 10 sq. ft. 10 sq. ft. 10 sq. ft. 10 sq. ft. 20 sq. ft. 20 sq. ft. 20 sq. ft. 20 sq. ft. 20 sq. ft. 50 sq. ft. 50 sq. ft. 50 sq. ft. 50 sq. ft. 50 sq. ft. 100 sq. ft. 100 sq. ft. 100 sq. ft. 100 sq. ft. 100 sq. ft. 200 sq. ft. 200 sq. ft. 200 sq. ft. 200 sq. ft. 200 sq. ft. Width of Pressure Coefficient Zone "a" = 6.2 ft Width Span Area Zone Max Min Max P Min P ft ---------------------------------------------------------- ft ft^2 GCp GCp psf psf 1.00 5.50 10.1 1 0.50 -0.90 24.44 -38.85 1.00 5.50 10.1 2 0.50 -1.70 24.44 -67.58 1.00 5.50 10.1 3 0.50 -1.70 24.44 -67.58 1.00 5.50 10.1 4 1.00 -1.10 42.43 -46.03 1.00 5.50 10.1 5 1.00 -1.40 42.43 -56.80 1.00 7.75 20.0 1 0.44 -0.87 22.30 -37.77 1.00 7.75 20.0 2 0.44 -1.55 22.30 -62.22 1.00 7.75 20.0 3 0.44 -1.55 22.30 -62.22 1.00 7.75 20.0 4 0.95 -1.05 40.54 -44.14 1.00 7.75 20.0 5 0.95 -1.29 40.54 -53.02 1.00 12.00 48.0 1 0.36 -0.83 19.56 -36.41 1.00 12.00 48.0 2 0.36 -1.36 19.56 -55.39 1.00 12.00 48.0 3 0.36 -1.36 19.56 -55.39 1.00 12.00 48.0 4 0.88 -0.98 38.13 -41.73 1.00 12.00 48.0 5 0.88 -1.16 38.13 -48.19 1.00 18.00 108.0 1 0.30 -0.80 17.27 -35.26 1.00 18.00 108.0 2 0.30 -1.20 17.27 -49.65 1.00 18.00 108.0 3 0.30 -1.20 17.27 -49.65 1.00 18.00 108.0 4 0.82 -0.92 35.89 -39.49 1.00 18.00 108.0 5 0.82 -1.03 35.89 -43.72 1.00 25.00 208.3 1 0.30 -0.80 17.27 -35.26 1.00 25.00 208.3 2 0.30 -1.20 17.27 -49.65 1.00 25.00 208.3 3 0.30 -1.20 17.27 -49.65 1.00 25.00 208.3 4 0.77 -0.87 34.08 -37.68 1.00 25.00 208.3 5 0.77 -0.93 34.08 -40.09 500 sq. ft. 1.00 40.00 533.3 1 0.30 -0.80 17.27 -35.26 500 sq. ft. 1.00 40.00 533.3 2 0.30 -1.20 17.27 -49.65 500 sq. ft. 1.00 40.00 533.3 3 0.30 -1.20 17.27 -49.65 500 sq. ft. 1.00 40.00 533.3 4 0.70 -0.80 31.66 -35.26 500 sq. ft. 1.00 40.00 533.3 5 0.70 -0.80 31.66 -35.26 Window A 1.50 4.00 6.0 4 1.00 -1.10 42.46 -46.06 Window A 1.50 4.00 6.0 5 1.00 -1.40 42.46 -56.85 Window B 4.00 4.00 16.0 4 0.96 -1.06 41.16 -44.76 Window B 4.00 4.00 16.0 5 0.96 -1.33 41.16 -54.26 Window C 2.33 4.00 9.3 5 1.00 -1.40 42.46 -56.85 Window D 1.67 1.67 2.8 4 1.00 -1.10 42.46 -46.06 Window E 1.00 7.00 16.3 4 0.96 -1.06 41.10 -44.70 Window E 1.00 7.00 16.3 5 0.96 -1.32 41.10 -54.14 Window F 3.00 7.00 21.0 4 0.94 -1.04 40.41 -44.01 Window F 3.00 7.00 21.0 5 0.94 -1.29 40.41 -52.75 Windows G -J 1.50 4.25 6.4 4 1.00 -1.10 42.46 -46.06 Windows G -J 1.50 4.25 6.4 5 1.00 -1.40 42.46 -56.85 Typ. Door 3.00 7.00 21.0 4 0.94 -1.04 40.41 -44.01 Truss T-1 2.00 19.33 124.5 1 0.30 -0.80 17.27 -35.26 Truss T-1 2.00 19.33 124.5 2 0.30 -1.20 17.27 -49.65 Truss T-2 2.00 7.00 16.3 1 0.46 -0.88 22.93 -38.09 Truss T-2 2.00 7.00 16.3 2 0.46 -1.59 22.93 -63.81 Typ. Wall 1.00 10.17 34.5 4 0.91 -1.01 39.04 -42.64 Typ. Wall 1.00 10.17 34.5 5 0.91 -1.21 39.04 -50.02 Khcc:Comp. & Clad. Table 6-3 Case 1 Qhcc:.00256*V^2*Khcc*Kht*Kd = 0.90 = 35.98 psf Rochell Engineering, Inc. Consulting Engineers 250 Catalonia Ave. - Suite 405 Coral Gables, FL 33134 ROCHELL ENGINEERING, INC. - Roof Truss Component & Cladding Reactions per ASCE 7-10 Project: Antrobus Residence Truss Mark: T-1 Left OH: 2 ft. Main Span: 15.33 ft. Right OH: 2 ft. Truss Spacing: 2 ft. Trib. Area: 125 s.f. Roof Slope: 5:12 Flat Area Mult.: 1.083 "a" width : ©ft Uniform DL: 1 251 psf Uniform LL: I 30 psf Zone 1 Uplift: 1 -361psf Zone 2 & 3 Uplift: 50 psf Wind Directim Notes: 1. Zone 2 & 3 pressures are applied to left side only as per figure above. 2. Calculated pressures for roof slopes of 10 to 30 degrees, Qz = Qh Results: Left DL Reaction: 483 lbs. Right DL Reaction: 483 lbs. Left LL Reaction: 580 lbs. Right LL Reaction: 580 lbs. Left Uplift: -726 lbs. Right Uplift -726 lbs. Left Gravity: 1063 lbs. Right Gravity: 1063 lbs. ROCHELL ENGINEERING, INC. Rochell Engineering, Inc. Consulting Engineers 250 Catalonia Ave. - Suite 405 Coral Gables, FL 33134 Roof Truss Component & Cladding Reactions per ASCE 7-10 Project: Antrobus Residence Truss Mark: T-2 Left OH: 2 ft. Main Span: 5 ft. Right OH: 0 ft. Truss Spacing: 2 ft. Trib. Area: 16 s.f. Roof Slope: 5:12 Flat Area Mult.: 1.083 "a" width : ©ft. Uniform DL: 25 psf Uniform LL: 30 psf Zone 1 Uplift: -39 psf Zone 2 & 3 Uplift: -64 psf Wind Directior Notes: 1. Zone 2 & 3 pressures are applied to left side only as per figure above. 2. Calculated pressures for roof slopes of 10 to 30 degrees, Qz = Qh Results: Left DL Reaction: 225 lbs. Right DL Reaction: 125 lbs. Left LL Reaction: 270 lbs. Right LL Reaction: 150 lbs. Left Uplift: -508 lbs. Right Uplift: -482 lbs. Left Gravity: 495 lbs. Right Gravity: 275 lbs. ROCHELL ENGINEERING, INC. Rochell Engineering, Inc. Consulting Engineers 250 Catalonia Ave. - Suite 405 Coral Gables, FL 33134 - Roof Truss Component & Cladding- Reactions per ASCE 7-10 Project: Antrobus Residence Truss Mark: T-3 Left OH: 2 ft. Main Span: 10.33 ft. Right OH: 0 ft. Truss Spacing: 2 ft Trib. Area: 51 s.f. Roof Slope: 5:12 Flat Area Mult.: 1.083 "a" width : ©ft Uniform DL: 251 psf Uniform LL: 30 psf Zone 1 Uplift: -39 psf Zone 2 & 3 Uplift: -64 psf Wind Directior Notes: 1. Zone 2 & 3 pressures are applied to left side only as per figure above. 2. Calculated pressures for roof slopes of 10 to 30 degrees, Qz = Qh Results: Left DL Reaction: 358 lbs. Right DL Reaction: 258 lbs. Left LL Reaction: 430 lbs. Right LL Reaction: 310 lbs. Left Uplift: -775 lbs. Right Uplift: -$49 lbs. Left Gravity: 788 lbs. Right Gravity: 568 lbs. f 1 1 ROCHELL ENGINEERING, INC. Rochell Engineering, Inc. Consulting Engineers 250 Catalonia Ave. - suite 405 Coral Gables, FL 33134 - Roof Truss Component & Cladding Reactions per ASCE 7-10 Project: Antrobus Residence Truss Mark: GT -1 Left OH: 2 ft. Main Span: 15.33 ft. Right OH: 2 ft. Truss Spacing: 3.5 ft. Trib. Area: 125 s.f. Roof Slope: 5:12 Flat Area Muit.: 1.083 "a" width : ©ft. Uniform DL: 25 psf Uniform LL: 30 psf Zone 1 Uplift -36 psf Zone 2 & 3 Uplift: 50 psf Wind Directlor �2d 0 Notes: 1. Zone 2 & 3 pressures are applied to left side only as per figure above. 2. Calculated pressures for roof slopes of 10 to 30 degrees, Qz = Qh Results: Left DL Reaction: 846 lbs. Right DL Reaction: 846 lbs. Left LL Reaction: 1015 lbs. Right LL Reaction: 1015 lbs. Left Uplift: -1271 lbs. Right Uplift: -1271 lbs. Left Gravity: 1861 lbs. Right Gravity: 1861 lbs. ROCHELL ENGINEERING, INC. Rochell Engineering, Inc. Consulting Engineers 250 Catalonia Ave. - Suite 405 Coral Gables, FL 33134 Roof Truss Component & Claddina Reactions Der ASCE 7-10 Project: Antrobus Residence Truss Mark: GT -2 Wind Left OH: 0 ft. Directior Main Span: 5 ft. Right OH: 0 ft. �tid Truss Spacing: 6 ft. ° Trib. Area: 8 s.f. Roof Slope: 5:12 Flat Area Mult.: 1.083 "a" width : ©ft. Uniform DL: 25 psf Uniform LL: 30 1 psf Zone 1 Uplift: -391 psf Zone 2 & 3 Uplift: 1 -64 psf Notes: 1. Zone 2 & 3 pressures are applied to left side only as per figure above. 2. Calculated pressures for roof slopes of 10 to 30 degrees, Qz = Qh Results: 6 375 lbs. � 1 ROCHELL ENGINEERING, INC. Rochell Engineering, Inc. Consulting Engineers 250 Catalonia Ave. - Suite 405 Coral Gables, FL 33134 Roof Truss Component & Claddina Reactions Der ASCE 7-10 Project: Antrobus Residence Truss Mark: GT -2 Wind Left OH: 0 ft. Directior Main Span: 5 ft. Right OH: 0 ft. �tid Truss Spacing: 6 ft. ° Trib. Area: 8 s.f. Roof Slope: 5:12 Flat Area Mult.: 1.083 "a" width : ©ft. Uniform DL: 25 psf Uniform LL: 30 1 psf Zone 1 Uplift: -391 psf Zone 2 & 3 Uplift: 1 -64 psf Notes: 1. Zone 2 & 3 pressures are applied to left side only as per figure above. 2. Calculated pressures for roof slopes of 10 to 30 degrees, Qz = Qh Results: Left DL Reaction: 375 lbs. Right DL Reaction: 375 lbs. Left LL Reaction: 450 lbs. Right LL Reaction: 450 lbs. Left Uplift: -1446 lbs. Right Uplift: -1446 lbs. Left Gravity: 825 lbs. Right Gravity: 825 lbs. Rochell Engineering, Inc. Consulting Engineers 250 Catalonia Ave. - Suite 405 Coral Gables, FL 33134 ROCHELL ENGINEERING, INC. Roof Truss Component & Claddina Reactions per ASCE 7-10 Project: Truss Mark: Left OH: Main Span: Right OH: Truss Spacing: Trib. Area: Roof Slope: Flat Area Mult.: Antrobus Residence GT -3 2 ft. 15.33 ft. 2 ft. 2 ft. 125 s.f. 5:12 1.083 "a" width : ©ft. Uniform DL: 25 psf Uniform LL: 30 psf Zone 1 Uplift: 36 psf Zone 2 & 3 Uplift: -50 psf Wind Directior Notes: 1. Zone 2 & 3 pressures are applied to left side only as per figure above. 2. Calculated pressures for roof slopes of 10 to 30 degrees, Qz = Qh Results: Left DL Reaction: 483 lbs. Right DL Reaction: 483 lbs. Left LL Reaction: 580 lbs. Right LL Reaction: 580 lbs. Left Uplift: -726 lbs. Right Uplift: -726 lbs. Left Gravity: 1063 lbs. Right Gravity: 1063 lbs. r Lr�T- Z -- ► l� s+114 6 LL, 7t U: rr.D UAAAJ:�- A25�•a�� ' Mf!>O �'�Lkm— cf-- R 0 AK l�� �_ 1 `P V- I—s CZ9� CIQ9- - 1j:;a ti Project: Engineer: Date: Page: M Z4 %:!5� P=>r I�-o ,p = 8. 11`Z = I-- 0 81 (4. ou' 13ZP1F' L- 21S (r- -52-ev L z S VrC- el c-mr., (oOcn. ts. �: sze V cz) _ Zr7-5 t ��s3 I -o ca'O'5 1 L-, --2, 1 (0 '�-p ) t vlz,) 2 ted► I h is I �a� ZI -7S -416 6c 250 Catalonia Avenue Suite 405 Coral Gables, FL 33134 Tel: 305.649.4049 Fax: 305.649.4149 ENGINEERING, INC. Project: Engineer: Date: Page: 2 Na 1 '1� 'vJ -. 1 250 Catalonia Avenue Suite 405 Coral Gables, FL 33134 Tel: 305.649.4049 Fax: 305.649.4149 Rochell Engineering, Inc. 250 Catalonia Avenue - Suite 405 Coral Gables, FL 33134 • Tel. (305) 649-4049 riMemI � +aor, Fax (305) 649 4149 H/©Oil 10Pr KW -06007358 Description: L-1 Wood Ledger Code References Project Title: Engineer: Project Descr. Project ID: Calculations per 2005 NDS Dead Roof Live Load Combinations Used: ASCE 7-05 Uniform Load... General Information 0.0 pif 560.0 plf 0.0 plf 0.0 plf 0.0 pif 0.0 plf Point Load... Ledger Width 3.0 in Design Method: ASD (using Service Load Combinations Ledger Depth 7.250 in Wood Stress Grade: Southern Pine, No.2: 2' - 4' Thick: Ledger Wood Species Southern Pine Fb Allow 1200 psi G: Specific Gravity 0.55 Fv Allow 175 psi Bolt Diameter 3/4' in Fyb : Bolt Bending Yield 45,000 psi Bolt Spacing 8.0 in Concrete as Main Supporting Member Cm - Wet Service Factor 1.0 Using 6' anchor embedment length in equations. Ct - Temperature Factor 1.0 Using dowel bearing strength fixed at 7.5 ksi per NDS Table 11 E Cg - Group Action Factor 1.0 C A - Geometry Factor 1.0 Uniform Load In Bolt Soadna Bin Boit Soadna Sin Bon S Load Data Dead Roof Live Floor Live Snow Wind Seismic Earth Uniform Load... 490.0 pif 0.0 pif 560.0 plf 0.0 plf 0.0 plf 0.0 pif 0.0 plf Point Load... 0.0 lbs 0.0 lbs 0.0 lbs 0.0 lbs 0.0 lbs 0.0 lbs 0.0 lbs Spacing 0.0 in Offset 0.0 in Horizontal Shear 0.0 lbs 0.0 lbs 0.0 lbs 0.0 lbs 124.0 lbs 0.0 lbs 0.0 lbs Rochell Engineering, Inc. Project Title: 250 Catalonia Avenue - Suite 405 Engineer. Project ID: s Coral Gables, FL 33134 Protect Descr. • Tel. (305) 6494049 Fax (305) 649-4149 Description: L-1 Wood Ledger DESIGN SUMMARY - • Maximum Ledger Bending Maximum Bolt Bearing Summary Dowel Bearing Strengths Load Combination ... Load Combination ... (for specific gravity & bolt diameter) +D+L+H +D+L+H Ledger, Perp to Grain 7,500.0 ksi Moment 38.889 ft -Ib Max. Vertical Load lbs Ledger, Parallel to Grain 7,500.0 ksi _ fb : Actual Stress 15.220 psi Bolt Allow Vertical Load 910.62 Itis Supporting Member, Perp to Grain 2,950.0 ksi Fb : Allowable Stress 1,200.0 psi Supporting Member, Parallel to Grain 6,150.0 ksi _ Stress Ratio 0.01268 :1 Max. Horizontal Load 0.0 lbs Bolt Allow Horizontal Load 1,769.84 lbs Maximum Ledger Shear Load Combination ... Angle of Resultant 90.0 deg +D+L+H Diagonal Component 700.0 lbs Shear 350.0 lbs Allow Diagonal Bolt Force 910.62 Itis fv : Actual Stress 48.276 psi Stress Ratio, Wood @ Bolt 0.7687:1 Fv : Allowable Stress 175.0 psi Stress Ratio 0.2759 :1 Allowable Bolt Capacity Note! Refer to 2005 NDS Section 11.3 for Bolt Capacity calculation method. Governing Load Combination .. +D+L+H Resutant Load Angle: Theta = 90.0 deg Ktheta = 1.250 Fe theta = 910.62 Bolt Capacity - Load Perpendicular to Grain Bolt Capacity - Load Parallel to Grain Fern 7,500.0 Fes 2,950.0 Fyb 45,000.0 Fem 7,500.0 Fes 6,150.0 Fyb 45,000.0 Re 2.542 Rt 2.0 Re 1.220 Rt 2.0 k1 1.404 k2 1.732 k3 0.9805 k1 0.7902 Q 1.157 k3 1.108 Im : Eq 11.3-1 Rd = 5.0 Z = 0.0 lbs Im : Eq 11.3-1 Rd = 4.0 Z = 0.0 lbs Is : Eq 11.3-2 Rd = 5.0 Z = 1,327.50 lbs Is : Eq 11.3-2 Rd = 4.0 Z = 3,459.38 lbs II : Eq 11.3-3 Rd = 4.50 Z = 2,070.74 lbs II : Eq 11.3-3 Rd = 3.60 Z = 3,037.51 lbs Illm : Eq 11.3.4 Rd = 4.0 Z = 2,402.01 lbs Illm : Eq 11.3-4 Rd = 3.20 Z = 3,549.25 lbs Ills : Eq 11.3-5 Rd = 4.0 Z = 910.62 lbs Ills : Eq 11.3-5 Rd = 3.20 Z = 1,815.33 Its IV : Eq 11.3-6 Rd = 4.0 Z = 1,120.75 lbs IV : Eq 11.3-6 Rd = 3.20 Z = 1,769.84 lbs Zmin :Basic Design Value = 910.62 lbs Zmin : Basic Design Value = 1,769.84 lbs Reference design value - Perpendicular to Grain : Reference design value - Parallel to Grain: Z - CM - CD- Ct - Cg - Cdelta = 910.62 lbs Z - CM - CD- Ct - Cg - Cdelta = 1,769.84 lbs 0 Engineer. Date: Page: l�e��►��l 4= /� 0.x..1 XkAS AA - LL. :?:> ra Q �,ve-- N c- 5 = Zen o _ c 15y -s wil (2- 250 Catalonia Avenue Suite 405 Coral Gables, FL 33134 Tel: 305.649.4049 Fax: 305.649.4149 Rochell Engineering, Inc. Project Title: 250 CatajoniaAvenue - Suite 405 Engineer Project ID: Coral Gables, FL 33134 Protect Descr. Tel. (305) 649-4049 Fax (305) 6494149 Description: New Roof Rafters CODEREFERENCES Calculations per NDS 2005 0.4001 Maximum Shear Stress Ratio = M-0.052) Section used for this span Load Combination Set: ASCE 7-05 D(05) Lr(0.06) W(-0.128) 3x8 W 51 Material Properties fv : Actual = 37.50 psi `aYstT .: £x .:R%i - Analysis Method: Allowable Stress Design Fb - Tension 1200 psi E: Modulus of Elasticity Load Combination ASCE 7-05 Fb - Compr 1200 psi Ebend- xx 1600ksi Span = 9.0 ft Fc - Pdl 1550 psi Eminbend - xx 580 ksi - Wood Species : Southern Pine Fc - Perp 565 psi Maximum Deflection Wood Grade : No.2: 2" - 4" Thick : 8" Wide Fv 175 psi Max Downward L+Lr+S Deflection 0.062 in Ratio = Ft 650 psi Density 35.44pcf Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 1256 Repetitive Member Stress Increase Aoatied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.0250, Lr = 0.030, W = -0.0380 ksf, Tributary Width = 2.0 ft Uniform Load: W = -0.0260 ksf, Extent = 5.0 ->> 9.0 ft, Tributary Width = 2.0 It Load for Span Number 2 Uniform Load : D = 0.0250, Lr = 0.030, W = -0.0640 ksf, Tributary Width = 2.0 ft Maximum Bending Stress Ratio = 0.4001 Maximum Shear Stress Ratio = M-0.052) Section used for this span D(0.05) Lr(0.06) (-0.07) D(05) Lr(0.06) W(-0.128) 3x8 W 51 551.46psi fv : Actual = 37.50 psi `aYstT .: £x .:R%i 4 Y4+k'':.�*'*ti,S Y3 :• 175.00 psi Load Combination 3x8 Load Combination 3x8 Location of maximum on span = Span = 9.0 ft Location of maximum on span = Span = 2.0 ft Aoatied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.0250, Lr = 0.030, W = -0.0380 ksf, Tributary Width = 2.0 ft Uniform Load: W = -0.0260 ksf, Extent = 5.0 ->> 9.0 ft, Tributary Width = 2.0 It Load for Span Number 2 Uniform Load : D = 0.0250, Lr = 0.030, W = -0.0640 ksf, Tributary Width = 2.0 ft Maximum Bending Stress Ratio = 0.4001 Maximum Shear Stress Ratio = 0.214: 1 Section used for this span 3x8 Section used for this span 3x8 fb : Actual 551.46psi fv : Actual = 37.50 psi F13: Allowable = 1,380.00psi Fv: Allowable = 175.00 psi Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span = 4.274ft Location of maximum on span = 8.397 It Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection V fv Fv Max Downward L+Lr+S Deflection 0.062 in Ratio = 1740 Max Upward L+Lr+S Deflection -0.038 in Ratio = 1256 Max Downward Total Deflection 0.059 in Ratio = 812 Max Upward Total Deflection -0.070 in Ratio = 686 0.00 Maximum Forces S Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values -Segment Length Span # M V C d C FN C i Cr Cm C t CL M fb Pb V fv Fv D Only 0.00 0.00 0.00 0.00 Length = 9.0 It 1 0.182 0.097 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.46 250.66 1380.00 0.21 17.04 175.00 -Length = 2.0 ft 2 0.040 0.097 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.10 54.79 1380.00 0.07 17.04 175.00 +D+L+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.182 0.097 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.46 250.66 1380.00 0.21 17.04 175.00 Length = 2.0 ft 2 0.040 0.097 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.10 54.79 1380.00 0.07 17.04 175.00 +D+Lr+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Rochell Engineering, Inc. 250 Catalonia Avenue - Suite 405 Coral Gables, FL 33134 Tel. (305) 6494049 Rflmmeraer-ro W. Fax (305) 649-4149 Description: New Roof Rafters Load Combination Max Stress Ratios Project Title: Engineer: Project Descr. Moment Values Project ID: Shear Values Segment Length Span # M V Cd C FN C i Cr Cm C t CL M fb Pb V fv Fv Length = 9.0 ft 1 0.400 0.214 1.00 1.00 1.00 1.15 1.00 1.00 1.00 1.01 551.46 1380.00 0.45 37.50 175.00 Length = 2.0 ft 2 0.087 0.214 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.22 120.54 1380.00 0.15 37.50 175.00 +D+S+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 - Length = 9.0 ft 1 0.182 0.097 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.46 250.66 1380.00 0.21 17.04 175.00 Length = 2.0 ft 2 0.040 0.097 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.10 54.79 1380.00 0.07 17.04 175.00 +D+0.750Lr+0.750L+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 - Length = 9.0 ft 1 0.345 0.185 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.87 476.26 1380.00 0.39 32.38 175.00 Length = 2.0 ft 2 0.075 0.185 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.19 104.10 1380.00 0.13 32.38 175.00 +D+0.750L+0.750S+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.182 0.097 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.46 250.66 1380.00 0.21 17.04 175.00 Length = 2.0 ft 2 0.040 0.097 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.10 54.79 1380.00 0.07 17.04 175.00 +D+W+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.161 0.118 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.41 222.48 1380.00 0.25 20.61 175.00 Length = 2.0 ft 2 0.062 0.118 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.16 85.48 1380.00 0.11 20.61 175.00 +D+0.70E+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.182 0.097 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.46 250.66 1380.00 0.21 17.04 175.00 Length = 2.0 ft 2 0.040 0.097 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.10 54.79 1380.00 0.07 17.04 175.00 +D+0.750Lr+0.750L+0.750W+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.097 0.054 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.25 134.43 1380.00 0.11 9.40 175.00 Length = 2.0 ft 2 0.001 0.054 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.00 1.10 1380.00 0.00 9.40 175.00 +D+0.750L+0.750S+0.750W+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.078 0.064 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.20 107.93 1380.00 0.14 11.20 175.00 Length = 2.0 ft 2 0.037 0.064 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.09 50.41 1380.00 0.06 11.20 175.00 +D+0.750Lr+0.750L+0.5250E+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.345 0.185 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.87 476.26 1380.00 0.39 32.38 175.00 Length = 2.0 ft 2 0.075 0.185 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.19 104.10 1380.00 0.13 32.38 175.00 +D+0.750L+0.750S+0.5250E+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.182 0.097 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.46 250.66 1380.00 0.21 17.04 175.00 Length = 2.0 ft 2 0.040 0.097 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.10 54.79 1380.00 0.07 17.04 175.00 +0.600+W+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.231 0.157 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.58 319.01 1380.00 0.33 27.43 175.00 Length = 2.0 ft 2 0.078 0.157 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.20 107.39 1380.00 0.14 27.43 175.00 +0.60D+0.70E+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.109 0.058 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.27 150.40 1380.00 0.12 10.23 175.00 Length = 2.0 ft 2 0.024 0.058 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.06 32.88 1380.00 0.04 10.23 175.00 Overall MaAmum Deflections - Unfactored Loads Load Combination Span Max. "2 Defl Location in Span Load Combination Max. °+° Defl Location in Span D+Lr 0.1138 4.425 0.0000 4.425 D+Lr -0.0700 2.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MA)Omum 0.471 -0.788 D Only 0.214 0.336 Lr Only 0.257 0.403 W Only -0.360 -0.788 D+Lr 0.471 0.739 D+W -0.146 -0.452 D+Lr+W 0.111 -0.049 r cru ROCNELL ENGINEERING, INC. Notice of Acceptance (NOA) 250 Catalonia Avenue — Suite 405 Coral Gables, Florida 33134 Tel: 305.649.4049 Fax: 305.649.4149 IWAI111 DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room. 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) Miami, Florida 33175-2474 BOARD AND CODE ADllEDMRATION DIVISION T(786)315-2590 F {786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wvnv.mlamidade.aov/economy Nu Vue Industries, Inc. 1055 East 29"b Street Hialeah, FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series AB, NVSTA, NVHTA, NVTHJ, IKE, NVTT and NVHC-37 Steel Wood Connectors APPROVAL DOCUMENT: Drawing No. NU -1. titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 02/18/2008, with last revision dated 01/25/2012, prepared by Nti Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in die applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for tennination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then It shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. _ This NOA renews NOA # 12-0130.32 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.N. NOA No. 13-0206.17 MlA�7 aADE COUNTY Expiration Date: May 22, 2018 Approval Date: May 2, 2013 Page l Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU -1, titled "Truss and Top Plate Anchors", sheets 1 through 4 of 4, dated 02/18/2008, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "SubmBlled render NOA # 08-0325.0211 Test reports on wood connectors per ASTM D1761-88 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Report No. Wood Connector Load Direction Date 1. 05:.5195A AB -5 F1 and F2 06/03/05 2. 05-5196A AB -7 Fl and F2 06/11/05 3. 04-4995 NVTHJ-26 Upward 01/31/05 4. 04-4996 NVTHJ-28 Upward 01/31/05 5. 05-5612 HM -1 Upward, Ll and L2 03/20/06 6. 06-5622 IKE-2 Upward, LI and L2 05/01/06 7. 04-4908 NVTT Upward and Ll 07/21/04 8. 03-4631 NVTT Upward and LI 06/21/04 9. 08-6711 NVHC-37 Upward, Ll and L2 03/14/08 C. CALCULATIONS "Subfnitfed under NOA # 08-0325.02 " 1. Shear value of common wire nails and steel plate tensile calculations, prepared by Vipin N. Tolat, P.E., Consulting Engineer, dated 03/20/2008, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (ICER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FSC and no financial interest, dated 01/31/2013, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 08-0325.02" 2. Code conformance letters for all of the tests listed on Section B, issued by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. A, �� 1-:� Carlos M. Utrera, P.E. Product Control Examiner NOA No. 13-020617 Expiration Date: May 22, 2018 Approval Date:. May 2, 2013 E-1 18 Gauge Angle Clips. vu� wt wz 0 ° • e 'e o e L L e • 0 0 s AB -7 AB -5 n Typical Installation Product Code Dimensions (orches) Fastener Schedule Alowable Loads (lbs) W1 I W2 L Header Joist F1 F2 ABS 1% 2x/16 5 3-10dx1'/y° 3-lOdxly" 511 595 AB7 Ic/a 2%46 7 4-10dx1 e" 4-10dxliz° 582 794 Notes: Nail wider angle tog to Joist and Shorter leg to Header. OBNERAL NOTES: 1. Steel shall conform to ASTM A653, structural grade 33 (tv1m. yield 33 ksi) and a micdmum galvanized coating of 0 60 per ASTM A525. 2. Allowable loads are based on National Dosing specifications (NAS) for wood construction, 2005 Edition. =v A MCI 2Ol t9 3. Design loads are for Southam Pine specics with a specific gravity of 0.55. Allowable loads for other species shall be adjusted accordingly. 4. Common wire nail values are based on NDS table 11P, G=0.55 and have been reduced for Penetration Depth faOtorPAOD. 5. Allowable loads for wind uplift have already been increased by aduration factor of 60% for angor nail. Load values shown are without 33% steel stress increase. 6. Allowable loads for more than a single connection cannot be added togedw. A design load which is divided into components In the direction given must be evaluated as follows- Actual ollows:A ,al MA+ + X1.0 Allowable Uplift All eM AllowableL2 7. Allowable loads ars based on IW thick wood members unless otherwise, noted. B. All tie beams and grouted concrete masonry shall comply with chapter 2I of FBC. Cohcrete for tie beams and grout and mortar for concrete masonry shall be a minimum of2500 psi. Concrete masonry shall comply with ASTM C90. 9. All torts have been conducted in accordance with ASTM D-1761. MOWTpvkhftrkah Miaad Coaaut Deep Seat Truss Anchor.. They are designed to resist lateral and uplift forces. The strap is made of 14 gauge steel and the seats of 20 gauge steel. 1. 94 UPLIFT Assembly projact Coda Dimension g (inelies) Total No. ofFestom in strap 10d x " Total No. of Fasteners in 20 GA. Seat 10d x 1y" Allowable Loads (lbs) Ups Ll L2 NVSTA12 12 5 6 1046 700 1049 6 6 1141 760 1144 NVSTAI6 16 7 6 1236 823 1239 NVSTA20 20 8 6 1331 1 887 1335 NVSTA22 22 9 6 1426 950 1430 1444 1994 NVHTA22 22 18 NM" 24 fltoDUCTINEWWW msply6y iHe�be N"rids A as Holden Double Strap Riveted Truss Anchor.. They are designed of 14 gauge steel plates to resist lateral and uplift forces. The seats are made of 20 gauge steel Assembly cob Dimension (inehes) Total No. ofFasteners . in two straps 104 x " TOWN&Of Fasteners in 20 GA. Seat 10d x 1W Allowable Loads Obs) 6 5 6 Uplift Uplift Ll 6 L2 NVHTAI2 12 10 6 1506 1766 1050 1450 12 . 6 1695 1987 1181 1631 NV1iTA16 16 14. 6 1883 2208 1312 1812 NVHTA20 20 16 6 2071 2429 1444 1994 NVHTA22 22 18 6 2259 2649 1 1575 2175 Notes: 1. Nails are necessary in straps and sad to achieve, dosing loads. 2. Sae note 6, sheat 1 foreombiaed losdhtg. NVHT" 24 4. • For general notes, sea sheet 1. 5. For higheruplift leads, oonorete "he 3000 psi. 6. Based on min. 2500 psi oonorete. 12 Gauge NVTHJ Truss Hip & Jack Hamer e Left b a =T-, NVTHJ-28 similar U.S. Patent No. 4,984,263 20G Stud Plate Ties ° e e 0 e H e Is Right �'•W-y —o— '�� IKe 91 a ( ISOMETRIC), Typ . ° TW6' F' �L� °0 e YW H Jack/y—, 1-2x ° ° —1 o • {. .1 I -K4 IKE-4 IKE-2 Product Code Allowable Loads (lbs) S. Pine Nail Schedule uplifts Header Nails 16d e EpNO10d JackNaill0d a b total o d total NVTHM 1478 16 4 3 7 2 3 5 NVTIU29 1931 20 5 4 9 2 3 5 idxUz" nada can be.used rRowicrReawfiD rm,tyieagvYits Ftaih NVTHJ-28 as shown tare NVTHJ-26 similar UPLIFT TYPICAL M1 INSTALATION Product Code D)mcnatoas (inches) UPLIFT Allowable Loads (lbs) W H L 11 Plato Uplift °® t\ • e 1% 5 's b 4-10d eo 337 337 RE 2 1 6s/s 3%z 6-10d 7-10d P z 318 g11e idxUz" nada can be.used rRowicrReawfiD rm,tyieagvYits Ftaih NVTHJ-28 as shown tare NVTHJ-26 similar UPLIFT TYPICAL M1 INSTALATION Product Code D)mcnatoas (inches) Fasteners Allowable Loads (lbs) W H L Stud Plato Uplift Ll L2 IKE 1 1% 5 3t/z 6.104 4-10d 787 337 337 RE 2 1 6s/s 3%z 6-10d 7-10d 932 451 318 PIN N. TOLAV 15E (CIVIL) �T `j REG. ' # 12847 1\ u— v ue I-d—t im b- 1053-1059 East 29 Stred 423 LANTERN CREEK LANE 1lielaeh, Florida 33013 )USTON, TX 77068 (305) 6940397 Fw. (305) 694-0398 TRUSS AND TOP PLATS ANCHORS / jlJ DWO9 t: Data: Reviatom ` j �✓t'�('3 18, NU -1 3 of4 Fe'2,008 IS Gauge NV -TT Sanibel Truss Strap 1. 1-IOdx132" nail is placed on each side of the Thm and 3-10dnaits in each leg are placed In two top plates. 2. 3-Yedia. x I%" long, lY4" embedment topoons are placed ht each leg and into the hollow concrete masonry. Maintain 234" edge distance from top of the block and spacing of 3" betwom the tapcons. NSIAO AO sI► s� Nailhote IUPLIFT NV7T--1 MAO= NVTT2 Blmdnrexcept 00wrownwomywAh topoon nao8oealnatrad ofPVoodP/atesendmfb 18 Gauge WHC 37 SWAY Grip Clip (520) Dimandons (Inches) Fasteners Scheddo Allowable Loads (lbs) W B H L Truss Top Plates Hollow Conarate Moscow Uplift Ll ECod. 1%6 I% 14 13 2-10dx1i" 6-10d - 468 $43 1% 1% 14 13 2-1OWY1" -- 6J/4 * 1584 465 1. 1-IOdx132" nail is placed on each side of the Thm and 3-10dnaits in each leg are placed In two top plates. 2. 3-Yedia. x I%" long, lY4" embedment topoons are placed ht each leg and into the hollow concrete masonry. Maintain 234" edge distance from top of the block and spacing of 3" betwom the tapcons. NSIAO AO sI► s� Nailhote IUPLIFT NV7T--1 MAO= NVTT2 Blmdnrexcept 00wrownwomywAh topoon nao8oealnatrad ofPVoodP/atesendmfb 18 Gauge WHC 37 SWAY Grip Clip (520) n I%d UPLIFT L2 Nail Schedule Allowable Design Loads (lbs) Product Code i)w dpHon �� or Stud Joist Uplift LL L2 NVHC 37 5 Way Clip 16-8d or 16-10d 12-8d or 12.10d 702 560 637 n I%d UPLIFT L2 I MIAMI -DARE COUNITY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) y w—w-minmidade.gov/vera/ Nu-Vue Industries„ Inc. 1055 East 29tb Street Hialeah, Florida 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revolve this acceptance, if it is determined *by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series NVSNP, NV/NVTH, NVHC, NVSTA and NVHTA Steel Wood Connectors. APPROVAL DOCUMENT: Drawing No. NU -5, titled "'Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTEMVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat", sheets 1 through 4 of 4, dated 04/15/2004, with last revision dated 0l/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09-0721.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M Utrera, P.E. NOA No. 12-0130.35 C=Approval Expiration Date: December 23,2014 '0�bate: April 12, 2012 Page I Nu-Vue Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. NU -5, titled "Skewed Nail Plate, NV358 & NV458 with Double NVTH Straps, NVTH/NVTHS Anchors & NVHC Hurricane Clips and NVSTA & NVHTA Heavy Duty Anchors with Seat", sheets 1 through 4 of 4, dated 04/15/2004, with last revision dated 01/25/2012, prepared by Nu-Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E. B. TESTS "Submitted under NOA # 04-0510.03" Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed and sealed by C. R. Caudel, P.E. Reuort No. Wood Connector Direction Date 1. PT # 03-4482 NVSNP3 Downward 09/15/03 2. PT # 03-4625 NVHCL/R Up& Sideways 01/21/04 3. PT # 04-4641 NVSTA-24H Up& Sideways 03/17/04 4. PT # 04-4698 NVTH24 Up& Sideways 04/15/04 5. PT # 03-4590 NVTH26/NV458 Sideways 12/31/03 6. PT # 04-4642 NVHTA-24H Up& Sideways 03/22/04 7. PT # 03-4543 NVTH2O/NV358 Up& Sideways 12/19/03 C. CALCULATIONS "Submitted under NOA # 09-0721.05" 1. Report of Design Capacities, dated 06/30/2009, sheets 1 through 12 of 12, prepared, signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA # 04-0510.03" 2. Report of Design Capacities dated 04/27/2004, sheet 1 through 12, prepared, signed and sealed by Vipin N. Tolat, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. . MATERIAL CERTIFICATIONS 1. None. F. STATEMENT "Submitted under NDA # 09-0721.0511 1. Statement letter of code conformance, no financial interest and no change of product, dated 07/08/2009, issued, signed and sealed by Vipin N. Tolat, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12-013035 Expiration Date: December 23, 2014 Approval Date: April 12, 2012 E -1 3Jr --� t411 1Y` AX 0 0 • t. 0 0 0 0 • INS* 3V • iii; o 0 x '4fe 3 • o t�- ir 1Y.- • Hole pattem is Holes his- dlo. mirror (mage of the oppstte skis SL TO TABLE 1 SKEWED NAIL PLATE Product Steel Fastener Allowable Loads lbs Schedule (lbs) Code Gauge Each ErM crawty upon NVSHP3 t6 (6) 6d x ui 394 524 For Uplift, use two NVSNP3, one at top chord and one at bottom chord of the supporting and supported Trusses in compliance with section 2321.7 of the FBC. NVSNP3 Installation Notes: 1. Use.6 nail holes in each flange. 2. Do not bend nail plate more than once. •3. Supporting member shall be in the acute angle side with other flange behind the end of supported member (see sketch.) General Notew. 1. Steel shall conform to ASTM A653, structural grade .33 (Min. yield 33 kst) and a minimum galvanized coating of G 60 per ASTM A525. 2. Allowable loads are based on Latest Editions of National Desing specifications (NDS) for wood construction and ' Floridd Building Code (FBC). ie. wl>s Zac.5 c.v.ot VrSc 201 ' 3. Design loads are for Southern Pine species with a specific gravity of 0.55. Allowable loads for other species shall be adjusted accordingly. 4. Common wire nail values are based on NDS and have been reduced for Penetration pepth factor. 5. Allowable loads for wind uplift have been increased by a duration factor of 1.6 for anchors into wood only. Load values shown are, without 33% steel stress increase. 6. Allowable loads for more than a single connection cannot be added together. A design load which is divided into components in the direction given must be evaluated as follows: Actaol Uplift. ' ' +. + owa < 1.0 Allowable Uplift Allowable Lle 7. Allowable loads are based on Uri" thick wood members unless otherwise noted. 8. All tie beams and grouted concrete masonry shall comply with FBC. Concrete for tie beams and grout and mortar for concrete mosonry shall be a minimum of 2500 psi. Concrete masonry shall comply with ASTM C90. G. All tests have been conducted in accordance with ASTM D-1761. R TABLE 2: NV358 — 14G Double NVTH Straps with 2 ply 1813 soot 14G Strop Assembly 140 Strap Otmenslon H Total No. Total No. of Fasteners of Fasteners Allowable Leads (lbs) Product Product Gods Code (inches) In 2 Straps in Seat Product H 10d x 3" 10d x 3" uplift a L2 NV35B-12 NV1H18 12• 8 8 2245 1881 1639 NV358-14 •N1RH18 14 10 8 2528 2206 2088 NV358-15 NVn120 18 12 8 2806 2452 2288 NV358-20 NM24 20 14 8 3088 2887 2828 NV358-22 NM2g 22 18 8 3387 2942 2788 NY358-24 NViH28 24 8 8 NV358-2g NViH30 26 2783 2078 NV458-14 NV358-32 NVTH36 32 14 10 NV358-44 NVn148 44 2528 3131 2338 Notes: Halos Oda 1. MInMum embedment into concrete 4'. 8 2808 3479 2. Nabs are noossary do straps and seat to achieve design toads. 4 NVTH24 3. See Note 8 (Sheet 1) for combined bad. 4. Nails through chords shed] not force the hues plate an the opposite side. 14 VA' tr UPlffr 140 s qy...t xva�O /3 pfr.eal Nwas Trus plate required H to transfer load to 4 bottom chard r r 14'W a . , TABLE 3: NV458 — 14G Double NVTH Straps with 3 ply 18G seat Assembly 14G Strop Olmenslon Total No. of Fasteners Total No. of Fasteners Allowab{e Loads (IDs) Product Product H ' Code Code inches ( ) to 2 StraQs in Seat 10d x 3 10d x 3" tlplttt Lt L2 NV4W12 NViM6 12 8 8 2245 2783 2078 NV458-14 NVTMB 14 10 B 2528 3131 2338 NV458-16 Nvnf2o 18 12 8 2808 3479 2587 NV458-20 NVTH24 20 14 8 3088 3827 2857 NV459-22 NViH20 22 1s 8 3367 4178 3117 NV458-24 NVn128 24 NV458-28 NVnim 28 NV4W-32 NVTH36 32 NV458-44 NVrM48 44 Ho1so Dla.'{s PBODtKTR8Yf88D NV355 s�NlmewibeiePialOe NV459 "M*b aS tTT 4 Holes Dla. 3Ii )BG Seat D k� etail "mss NV358 and NV458 kAftema WNV458 VIPIN N. TOLM PE (CML) 16 FL. BEd. gg 12847 15128 LMnM CBELL7t LANE HOUSTON. TS 77088 lv U. `• V U e Induetrles, ino. h„ 1^0-1East 2Strdst oe ftorar-M 13 Phonst 09 694-011117 I m ((305) 8894-0388 TiO Blom NV358 ee NV456 1f1TH DOUBLE NVTH STRAPS an formed with DWG & Sheet: Date: Revlslons filled Masonry. NU -51 2 of 4 1 Apel!. 110. X04 duly 5, 2009 NVTHS a''ar h TA B Lt j• t"°> all Toneplate requhed t0bammrChord 2 Truss Anchors NVTH and Riveted Truss Anchors with Seat NVTHS Re�TOO ' Rte" H Length Product Gauge Gauge o. 0 Fasteners Maximum Allowable Load Ibe in Strop H (In Code seat strop 10d x 1.5' Uplift Lt L2 H •Iot o,70Y„ t' 12 NVTH-16 NVTHS 212 18 14 S 1032 560 525 6 1222 671 630 IAN. r Paraw L1 EMB 14 NVTH-18 NVTHS 214 18 14 WN. EMB. to ea8 Conerate 7ls Beam 174" 7 1275 783 735 NV1N with Oona eeBoom d 18 NVTH-20 NViHS 218 18 14 8 1329 783 735 TABLE 5 m°ten"9 1383 793 735 18 NM -22 NMS 216 to 14 HURRICANE CLIPS 10 1437 783 735 Product Gauge Feetanero tOd x 1$' All abl Loads I 20 NVTH-24 NViHS 220 18 14 Description Code p Haoder ,;a Uplift L7 L2 11 1490 783 T38 NVHCR HURRIGWE CUP — RIGHT 18 6 6 528 283 333 22 NM -26 NVTHS 222 18 14 12 1544 783 735 NVHCL HURRICANE CUP — UTT 18 8 6 526 253 333 Teo e,ee For Uplift, use two clips, one on each 24 NVTH-28 NVTHS 224 18 14 13 1898 783 735 side to comply with section 2321.7 of the FBC 0 0 0 0 28 NVTH-30 NVTHS 225 18 14 0 0 01( 15' 11 32 NVTH-36 NVTHS 232 1s 14 NVHCR bouan 4 44 NVTH-48 NVTHS 244 18 14 abort tPLFT t7Y 2-2• Rate• Or a' Cross— ectla Jra�rd • O • • • Truae plate roquUed Hdem � to tYi • to tronefer load to VEIN N. TOIAT, PEWan hale dla.a0.178 bottom Chard F„ RW. I2847 � C CREEK LANE HOII9TON77000 NYTH, NVTHS . a L2 24a MUN Nu—Vue Inda0, • N,��R L tee. IM-IG5eMoBeet Htaleeb, Flertda 55018ate: d. Pha(B�) 694-01197 !� r�P,�6ed4ee,9atd. 09 Fuc (696) 694-03N•� NYlH NvfeB aNcnoae a cteac xocA= a1aPs nlftl.#:sheet nate: Revisions �� —.� NU -5 3 of 4 a� t6.ON arty 5. 2009 TABLE 6 NVSTA—Heavy Duty Anchors with 14G NVTH Straps and 1 ply 20G seat Assembly Product Code i 14G Strap Product Code Dimension H (Inches) Total No. of Fasteners in Strap 10d x Vr Total No. of Fasteners In 20 GA. Seat 10d x OrUPIM Allowable Loads (lbs) s L1 a L2 e NVSTA-12H WHIG 12 8 8 1308 700 1049 8 8 1428 790 1144 NVSTA-14H NViH18 14 7 6 1545 823 1238 NVSTA-18H NVM2O 18 B 6 1684 887 1335 NYSTA-20H NVTH24 20 9 6 1783 950 1430 )3�� o O T c 11 c Ilii Sr Ya' Hetes aIa9T' Z 8 1994 NVSTA-22H NYTH26 22 NVSTA-24H NVTH28 24 NVSTA-20H NYTH30 28 NYSTA-32H NVDM 32 NVSTA-44H NVTH48 44 ik" 4' Aon. Cororete Embedment. A aa ppkte n�quM to transfer ift to bottom dierd Relnforaed Concrete tle boon Ath 2iS TM &bottom Li NVSTA 12H throght 44H TABLE 7 NVHTA—Heavy Duty Anchors with 14G Double NVTH Straps and 1 ply 20G seat Assembly 114G Product Code StrapDimension 'Product Code H (Inches) Total No. of Fasteners in two Straps 10dxIii Total No. of Fasteners in 20 GA. Seat 10dxV Allowable Loads (lb Uplift a Uplift a u 6 a NVHTA-12H NMIG 12 10 8 1772 2078 1050 1450 12 8 1994 2338 1181 1631 6, 2009 NVHTA-14H NVTH18 14 14 a' 2216 2598 1312 1812 NVHTA-16H NVTH2O 1s 18 8 2437 2888 1444 1994 NVHTA-20H NVTH24 20 18 8 2858 3117 1878 2178 Notes: 1. Nags are necessary in straps and seat to achieve, dosing loads. 2. See note 6, sheet 1 for combined loading. 3. Node through chords shall not face the truss plates. 4. For general notes, see sheet 1. 5. For higher uplift loads, concrete shall be 3000 psi. S. Based on min. 2500 pal concrete. NVHTA-22H NYTH25 22 NVHTA-24H NVTH28 24 NVHTA-20H NViH30 28 NVHTA-32H NVTH35 32 NWA-MHNV1H48 44 NVHTA 12H throght 44H PA0D11G'rR8V1a1� maaytT>A6w�b6aPloeU Concrete ASN 2 Embedment. D+b urur T Trard.am Wd betWm we rpatsd m transfer —ap1Ht tO Retnforow Canorete t-- Va bemn Yin. 215 Top 49 bottom Li e�e6aO°1esc�. � � 7 81�k1 � ew VIPIN N. TM AT, PE (MM) 20SId" seat FL. RSG. j 12847. 15188 IANTllFIN CREEK LANE 14N1liH HOUSTON, T$ 77085 N u— V u e Induaw., tae. 1059-1069Bad 29 Street• Mal" mora" sms 1tme sob 6114 -ass? 14 a� rso6f e96 -0s96 NVIM & NVRTA MW DUTY ANCHORS WITH M&T Dws #: fleet: Date: Revisions: RJ: PW -5 4 of 4 AMM te, 20 4 6, 2009 Product Evaluation Report For: UGTS & USC Uplift Girder Truss Tie Category: Structural Components Subcategory: Wood Connectors Compliance Method: 9B-72.070(l)(d) Engineer Evaluator: Steven A. Brekke, P.E. #70432 14305 Southcross Drive, Suite 200 Burnsville, MN 55306 Validator: Terrence E. Wolfe, P.E. #44923 19530 Ramblewood Drive Humble, TX 77338 •�ti,� s. t u; tis`` a is it.. ;. ��I Iwa•a• .s ,��(i .•' fir � % � iYa Ua �cfi32�°', � i S. R�.� �+�'f'�•Is.a�•f�;t tea ��••Pf f �" '4 )' 'ice rttiti: Product Manufacturer: United Steel Products Company 703 Rogers Drive Montgomery, MN 56069 Product Description: UGTS & USC Uplift Girder Truss Tie Compliance Statement: The product as descri-bed in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1716 and 2314 Documentation Supporting Compliance Statement: The product has been tested in accordance with: • ASTM D1761-88(2000): Project No. 031205 by Stork Twin City Testing Corporation / Element Materials Technology • ASTM D1761-88(2000): Project No. 3018 02-50883.3 by Stork Twin City Testing Corporation / Element Materials Technology Certificate of Equivalence: See uploaded attachments. Limitations and Conditions of Use: See uploaded document for allowable loads and fastener schedule. Design Procedure: Based on the dimensions of the structure, appropriate design loads are determined using Chapter 16 and Chapter 23 of the FBC 2010. All framing and masonry must be in compliance with the FBC 2010. Installation Requirements: Install the girder truss tie according to manufacturer's installation-.: instructions. 4�a G F N s�..7,G Quality Assurance Entity: ;'` No 7D432 PFS Corporation Certificate of Independence: moi!;�` See uploaded attachments. ` �':� O R \��;�;� •',�1rtfi��� `Sg4� � i 41� • L b UGTSxx and USCxx • Girder Truss Table of Contents June 20, 2012 Introduction and Tables Introduction 1 UGTS and USC Series Summary Load Table 2 Sample Drawings 3 Appendix A: Calculations Introduction to the Calculations A UGTS and USC Calculations 9 pages Appendix B: Laboratory Tests Introduction to the Test Report Result Summaries B UGTS and USC Test Report Assembly Test 6 pages Stork Twin Cities Testing Project # 031205 UGTS and USC Test Report Device Test 5 pages Stork Twin Cities Testing Project # 3018 02-50883.3 Appendix Q Shop Drawings Introduction to the Hanger Drawings C UGTS and USC Production Shop Drawing 2 pages I hereby certify that this report and calculations were prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the • State of Florida. Lyti�1• � a• 'ria-�fr, Steven Brekke, PE a Nr, 732 . • • Y K Registration Number PE -70432 " i2- _ : -moo+►: �. PP � ' . `g�`�r tt tt+'i`,� c 3 K * 7 INTRODUCTION USP Lumber Connectors: UGTS and USC Girder Truss Anchor United Steel Products Company (USPQ manufactures the UGTS and USC Girder Truss Anchor from number 10 gauge (ASTM A653) galvanized steel, with minimum Fy = 33,000 psi and minimum F„ = 45,000 psi. The UGTS and USC Girder anchors are pre -punched for 16 -penny common wire nails and'/a" x 6" WedgeBolts+ by Powers. Detailed production shop drawings are included in Appendix C. The UGTS and USC Girder anchors were tested by Stork - Twin City Testing Company at their facility in St. Paul Minnesota; and they prepared the test report. Tests were conducted in accordance with the intent of ASTM Specification D1761. Copies of the test report summaries are provided in Appendix B. The calculated load values and comparisons between the calculated values and test results are provided in Appendix A. Calculations are based on values and criteria specified in the American Forest and Paper Association`s National Design Specification for Wood Construction (NDS), 2005 Editions and with the American Iron and Steel Institute Cold -Formed Steel Design Manual. 2007 edition. The allowable load table for the UGTS and USC Girder anchors is on page 2. UGTSxx and USCxx Series Summary Allowable Load Table CNploft USP GbxkNa Steil am* orea�eam< Fawsr AB wft L=de p bs.) 1N N BeWTMW COMOMWANYWA OF-L1BP Batt W4 Type pb ML 180% 3Ply Rd UGT83F 10 439 23 8 16d 2 34 7813 USC3P 10 434 3MQ B Ild 2 39 7813 8 t6d 4 314 10133 4PlyFU LOW 10 8.12 23 8 16d 2 34 7813 LWW 10 8.1x1 3aiQ 8 IN 2 31 7813 B 1Bd 4 M 10133 4112 pi d UGTS43 10 434 23 8 16d 2 34 7813 UGM 10 6.12 23 8 18d 2 39 7813 Us= — t0 431 30.1/2 B 1Bd 2 34 7813 B 16d 4 39 10133 USC4t 10 642 M2 8 ied 2 34 7813 8 ied 4 314 10133 8112p1di UGTS&1 10 4314 23 8 IN 2 39 7813 UGTS64 10 6.112 23 8 16d 2 34 7813 Us= 10 434 M2 8 IN 2 3!4 7813 8 16d 4 314 10133 USC54 t0 619 M2 8 16d 2 314 7813 8 led 4 314 10133 6112 each UGTw 10 439 23 8 16d 2 314 7813 UGT864 10 6-112 23 8 15d 2 3{4 7813 USC63 10 10 439 30412 8 16d 2 34 7813__ -- B 16d 4 314 10133 USC64 6.112 30.112 B i6d 2 314 7813 8 18d 4 314 10133 7112pft UGT873 ~ 10 439 23 6 tad 2 3(4 7813 UGW4 10 M 23 8 16d 2 314 7613 USC73 t0 4M 30,12 B 16d 2 314 7813 a 18d 4 39 10133 USC74 10 6412 30.112 6 1Bd 2 34 7613 8 16d 4 3(4 10133 B112*h UGTS83 10 439 23 8 16d 2 39 7813 UG7S84 10 6.12 23 8 16d 2 314 7813 USC83 10 4314 34.12 8 ted 2 314 13 8 iBd 4 39 1001331 USC84 10 6.12 30.12 B 16d 2 3f4 7813 8 1Bd 4 39 10133 1) UPM beds fume boon hided 60% far wind ors&* beds; no Warkwme OW be PMMA 2) Use Powers FasW*rs 39'-8' Wedge Bob; or equal, insbdlsd In amwdm= vM memdec( Ws spac>raal m. 3)Fasbnem sha0 be mate b64y Wouted wd rd*r ed concretemes mormkftced omwde (fc- 2M psi 8128 days?. 4) Boos shag tadonnto ASTMA307or. behr. 5) Mrdmwn nab ambedamit O be t-518' for 16d earls 2 Sample Drawings USCxx ` B- Lintel Block with (1) #5 ritoh <� convnuous mbar 41jr _OAr 1 W T �,r 8" conoroto block M w with minimum (1) i5 mbar arch 4+belie Uee2 conn�to 7 or o utrarl to with foo�u standard hook upft forr upUft at belt 10eaGonO + Typical USCOInatallation Sample Drawings UGTSxx Untel Block with (1) r5 congnuow mbar T �,r w 8* concrete block H Y 3/4' bolts. Use 2 with mmbarm (1) #F6 mbar each W or 4 no required 0 continuous for upiffi to footing with standard hook at bolt kwatlons 4 Typical USCOPInstallation USCSF WTSsimilar See Allowable Load Table for H & W dimensions. 3 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 295 NE 95 STREET, MIAMI SHORES, FL, 33138-2711 1. New construction or existing 2. Single family or multiple family 3. Number of units, If multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U -Factor: Sgl, U=0.89 SHGC: SHGC=0.42 b. U -Factor: Sgl, U=0.89 SHGC: SHGC=0.42 c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) Single-family 1 4 No 2523 Area 362.17 ft2 197.53 ft2 ft2 ft2 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor Over Other Space R=0.0 c. N/A R= 7.007 ft. 0.420 Area 1593.00 ft2 930.00 ft2 ft2 9. Wall Types Insulation Area a. Concrete Block - Int Insul, Exterior R=5.0 2467.70 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 541.72 ft2 c. Concrete Block - Int Insul, Adjacent R=5.0 163.33 ft2 d. other (see details) R= 285.22 ft2 10. Ceiling Types Insulation Area a. Roof Desk (Unvented) R=0.0 1165.00 ft2 b. Roof Desk (Unvented) R=0.0 305.00 ft2 c. N/A R= ft2 11. Ducts R ft2 2 additional duct system(s) 6 150 b. Sup: AHU2 ZONE, Ret: AHU2 ZONE, AH: AHU2 6 150 c. Sup: AHU1 ZONE, Ret: AHU1 ZONE, AH: AHU1 Z (see details 12. Cooling systems kBtu/hr Efficiency a. Central Unit 24.0 SEER:18.50 b. Central Unit 36.0 SEER:18.00 2 additional cooling systems (see details) 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 18.0 COP:1.00 b. Electric Strip Heat 24.0 COP:1.00 2 additional heating systems (see details) 14. Hot water systems a. Electric C0.1 %Ujons 0 •• • • •2P. 0.99 b. Conservation features ° ° ° 00 o • ' None Y . •0800 • •• 15. Credits ° ° ° ° °' Cf, Pstat I certify that this home has complied With the Florida Energy Efficiency Code for Building Construction 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: Address of New Home: Date: City/FL Zip: 0000 0000 0000•• •0• �•• •• • 0000•• • •• 0000•• 0000•• 0000• • 0000• • • `Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. ""Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: ANTROBUS RESIDENCE Builder Name: Street: 295 NE 95 STREET Permit Office: MIAMI SHORES City, State, Zip: MIAMI SHORES, FL, 33138-2711 Permit Number: Owner: Jurisdiction: 232600 Design Location: FL, Miami 1. New construction or existing New (From Plans) 9. Wall Types (3458.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a Concrete Block - Int Insul, Exterior R=5.0 2467.70 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 541.72 ft2 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Adjacent R=5.0 163.33 ft2 4. Number of Bedrooms 4 d. other (see details) R= 285.22 ft2 10. Ceiling Types (1470.0 sqft.) Insulation Area 5. Is this a worst case? No a Roof Deck (Unvented) R=0.0 1165.00 ft2 6. Conditioned floor area above grade (ft2) 2523 b. Roof Deck (Unvented) R=0.0 305.00 ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(559.7 sqft.) Description Area 2 additional duct system(s) 6 150 a U -Factor: Sgl, U=0.89 362.17 ft2 b. Sup: AHU2 ZONE, Ret: AHU2 ZONE, AH: AHU2 6 150 SHGC: SHGC=0.42 c. Sup: AHU1 ZONE, Ret: AHUi ZONE, AH: AHU1 Z (see details b. U -Factor: Sgl, U=0.89 197.53 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.42 a Central Unit 24.0 SEER:18.50 b. Central Unit 36.0 SEER:18.00 c. U -Factor: N/A ft2 2 additional cooling systems (see details) SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a Electric Strip Heat 18.0 COP:1.00 SHGC: b. Electric Strip Heat 24.0 COP:1.00 Area Weighted Average Overhang Depth: 7.007 ft. 2 additional heating systems (see details) Area Weighted Average SHGC: 0.420 14. Hot water systems a Electric Tankless 0apa l gallons 8. Floor Types (2523.0 sqft.) Insulation Area • • a Slab -On -Grade Edge Insulation R=0.0 1593.00 ft2 b. Conservation features • 4w;Q.990 0900 • • b. Floor Over Other Space R=0.0 930.00 ft2 • 0 • • a • • : ' None c. N/A R= ft2 ••0.•• 15. Credits CF, Pstat • • • . • • • • 0000 0000 Total Proposed Modified Loads: 63.48 Ac•9 • Glass/Floor Area: 0.222 • • • • M Total Standard Reference Loads: 79.52 v7 9 9 9. 9 • • • • .. .. . 0000. I hereby certify that the plans and specifications covered by .••..• • Review of the plans and • • 9 � lt%EST q?, • this calculation are in com the Florida Energy specifications covered by this • • ' �+� • • • Code. calculation indicates compliance : with the Florida Energy Code. " +�+ rrer,'%` ;,:;'•°�; ' PREPARED BY: Before construction is completed DATE: 07 Z ! this building will be inspected for compliance with Section 553.908 . r, I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. 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 403.2.2.1.1. - Compliance requires an envelope leakage test report, by a Florida Class 1 Rater, In accordance with Table B-1.1.2. 7/3/2014 4:51 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 7/3/2014 4:51 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 PROJECT Title: ANTROBUS RESIDENCE Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2523 Lot # Owner: Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 295 NE 95 STREET Permit Office: MIAMI SHORES Cross Ventilation: No County: Miami-Dade Jurisdiction: 232600 Whole House Fan: No City, State, Trp: MIAMI SHORES, Family Type: Single -family FL, 33138-2711 New/Epsting: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp �/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI_INTL_AP 1 51 90 70 75 149.5 56 LOW BLOCKS Number Name Area Volume 1 Blocks 506 4134 2 BIock2 1087 8913.4 3 Block3 625 5106.3 4 Block4 305 2501 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 AHU1 ZONE 506 4134 No 2 1 1 Yq% •01(om0 Y".. 2 AHU2ZONE 1087 8913.4 Yes 2 0 1 Yes •t(es : Yes • 008090 •• 0000 3 AHU3 ZONE 625 5106.3 No 2 2 1 • • • 046 Yes Yes 4 AHU4 ZONE 305 2501 No 2 1 1 : • Yet 0000 lies • FLOORS 0.00•• •. ' ..... # Floor Type Space Perimeter Perimeter R-Value Area Joist R.V"• • Tile 0 ood Carpet 1 Slab-On-Grade Edge Insulation AHU2 ZONE 115 ft 0 1087 ft2 --� • 0. .0 ti...; 0.00.0 2 Slab-On-Grade Edge Insulation AHU1 ZONE 81 ft 0 506 ft2 __-•. • 0 0 ...Q 0099 • .•.. 3 Floor Over Other Space AHU3 ZONE ____ ____ 625 ft2 0 0 0 1 4 Floor Over Other Space AHU4 ZONE ____ ____ 305 ft2 0 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch v # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel file 1726 ft2 0 ft2 Light 0.75 No 0.9 No 0 22.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Unvented 0 1593 ft2 N N 7/3/2014 4:51 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 7/3/2014 4:51 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Unvented) AHU1 ZONE 30 290 ft2 0.11 Wood 2 Under Attic (Unvented) AHU2 ZONE 30 250 ft2 0.11 Wood 3 Under Attic (Unvented) AHU3 ZONE 30 625 ft2 0.11 Wood 4 Under Attic (Unvented) AHU4 ZONE 19 305 ft2 0.11 Wood WALLS # amt Adjacent Space To WWI lype Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Concrete Block - Int lnsuYkHU3 ZONE 5 27 2 8 2 221.9 ft2 0 0.75 0 2 E Exterior Concrete Block - Int InsuAHU3 ZONE 5 23 0 8 2 187.8 ft2 0 0.75 0 3 S Exterior Concrete Block - Int InsuAHU3 ZONE 5 37 6 8 2 306.3 ft2 0 0.75 0 4 W Exterior Concrete Block - Int InsuAHU3 ZONE 5 15 4 8 2 125.2 ft2 0 0.75 0 5 N Exterior Concrete Block - Int InsuAHU2 ZONE 5 12 8 8 2 103.4 ft2 0 0.75 0 6 E Exterior Concrete Block - Int InsuAHU2 ZONE 5 46 2. 8 2 377.0 ft2 0 0.75 0 7 S Exterior Concrete Block - Int Insu14HU2 ZONE 5 28 0 8 2 228.7 ft2 0 0.75 0 8 W Exterior Concrete Block - Int InsuAHU2 ZONE 5 31 0 8 2 253.2 ft2 0 0.75 0 9 N Exterior Concrete Block - Int InsuAHU1 ZONE 5 33 0 8 2 269.5 ft2 0 0.75 0 10 S Exterior Concrete Block - Int InsulAHU1 ZONE 5 33 0 8 2 269.5 ft2 0 0.75 0 11 W Exterior Concrete Block - Int InsulAHU1 ZONE 5 15 4 8 2 125.2 ft2 0 0.75 0 12 W Garage Concrete Block - Int InsuAHU2 ZONE 5 20 0 8 2 163.3 ft2 0 0.75 0 13 W AHU1 ZO Interior Block AHU2 ZONE 0 15 4 8 2 125.2 ft2 0 0 0.75 0 14 N Garage Frame - Steel AHU2 ZONE 11 20 8 160.0 ft2 0 0.75 0 15 S Exterior Concrete Block - Int InsuWHU4 ZONE 4.09999 5 0 8 2 40.8 ft2 0 0.75 0 16 E Exterior Concrete Block - Int InsutAHU4 ZONE 4.09999 23 4 8 2 190.6 ft2 0 • 035 0 _ • ' •••• •••• 17 N Exterior Concrete Block - Int InsulAHU4 ZONE 4.09999 15 4 8 2 125.2 ft2 • •' : 0 ,,, O.Z5 0 18 W Exterior Concrete Block - Int Insu1AHU4 ZONE 4.09999 22 8 8 2 185.1 ft2 • • • • • • 0 • ®.i5 • •0, • DOORS •••• of foe* ; # Omt Door Type Space Storms U -Value W id" • • • HeIQ , Ares . : . Ft ahl • Ft • ' b • 1 S Insulated AHU2 ZONE None .4 3 ,,,,,, 6 Be 20 ft2 • WINDOWS •••••• ••••• Orientation shown is the entered, Proposed orientation. • • • : • • • • Wall Overhan9 son* v # Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 N 5 Metal Single (Tinted) Yes 0.89 0.42 15.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 2 E 6 Metal Single (Tinted) Yes 0.89 0.42 24.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 3 E 6 Metal Single (Tinted) Yes 0.89 0.42 16.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 4 E 6 Metal Single (Tinted) Yes 0.89 0.42 24.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 5 S 7 Metal Single (Tinted) Yes 0.89 0.42 32.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 6 S 7 Metal Single (Tinted) Yes 0.89 0.42 12.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 7 W 8 Metal Single (Tinted) Yes 0.89 0.42 52.0 ft2 18 ft 0 in 1 ft 0 in Drapes/blinds None 8 W 8 Metal Single (Tinted) Yes 0.89 0.42 54.2 ft2 18 ft 0 in 1 ft0 in Drapes/blinds None 9 N 9 Metal Single (Tinted) Yes 0.89 0.42 48.0 ft2 18 ft 0 in 1 ft0 in Drapes/blinds None 7/3/2014 4:51 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 7/3/2014 4:51 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang # Omt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 10 N 9 Metal Single (Tinted) Yes 0.89 0.42 18.0 ft2 18 ft 0 in 1 ft 0 in Drapes/blinds None 11 N 9 Metal Single (Tinted) Yes 0.89 0.42 3.0 ft2 18 ft 0 in 1 ft 0 in Drapes/blinds None 12 S 10 Metal Single (Tinted) Yes 0.89 0.42 28.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 13 S 10 Metal Single (Tinted) Yes 0.89 0.42 2.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 14 S 10 Metal Single (Tinted) Yes 0.89 0.42 18.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 15 W 11 Metal Single (Tinted) Yes 0.89 0.42 13.5 ft2 2 ft 0 in 2 ft0 in Drapes/blinds None 16 N 1 Metal Single (Clear) Yes 0.89 0.42 18.0 ft2 2 ft 0 in 2 ft0 in Drapes/blinds None 17 N 1 Metal Single (Clear) Yes 0.89 0.42 9.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 18 E 2 Metal Single (Clear) Yes 0.89 0.42 12.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 19 E 2 Metal Single (Clear) Yes 0.89 0.42 4.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 20 S 3 Metal Single (Clear) Yes 0.89 0.42 36.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 21 S 3 Metal Single (Clear) Yes 0.89 0.42 7.1 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 22 W 4 Metal Single (Clear) Yes 0.89 0.42 18.0 ft2 2 ft 0 in 2 ft0 in Drapes/blinds None 23 W 4 Metal Single (Clear) Yes 0.89 0.42 15.0 f12 2 ft 0 in 2 ft0 in Drapes/blinds None 24 E 16 Metal Single (Clear) Yes 0.89 0.42 16.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 25 E 16 Metal Single (Clear) Yes 0.89 0.42 26.7 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 26 S 15 Metal Single (Clear) Yes 0.89 0.42 12.3 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 27 N 17 Metal Single (Clear) Yes 0.89 0.42 4.0 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 28 N 17 Metal Single (Clear) Yes 0.89 0.42 10.5 ft2 2 ft 0 in 2 ft 0 in Drapes/blinds None 29 W 18 Metal Single (Clear) Yes 0.89 0.42 9.0 ft2 2 ft 0 in 2 ft0 in Drapes/blinds None GARAGE 0000 # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height i EV&*d Wall IrfstfMon .... 1 400 ft2 400 ft2 60 ft 8 f 4.2 •�••: • �•�••• 0000 INFILTRATION •• :000 *00:0 09 0000 . 00 0000 # Scope Method SLA CFM 50 ELA EgLA ACH 000 •. • 0 AI 50 0 0t0 • •. 1 W holehouse Proposed SLA .0003 1985.4 108.99 204.98 .2548 • • • • 5.7673 • • • • • HEATING SYSTEM . • ; 00000 • # System Type Subtype Efficiency Capacity 81cok Ducts 1 Electric Strip Heat None COP:1 18 kBtu/hr 1 sys#3 2 Electric Strip Heat None COP:1 24 kBtu/hr 2 sys#2 3 Electric Strip Heat None COP:1 16 kBtu/hr 3 sys#1 4 Electric Strip Heat None COP:1 11.5 kBtu/hr 4 sys#4 7/3/2014 4:51 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 7/3/2014 4:51 PM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 18.5 24 kBtu/hr 720 cfm 0.75 1 sys#3 2 Central Unit Split SEER: 18 36 kBtu/hr 1080 cfm 0.75 2 sys#2 3 Central Unit Split SEER: 16 18 kBtu/hr 540 cfm 0.75 3 sys#1 4 Central Unit None SEER: 13 11.5 kBtu/hr 345 cfm 0.75 4 sys#4 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless AHU1 ZONE 0.99 1 gal 60 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 --- Supply - — -- Return --- Air CFM 25 CFM25 HVAC # # Location R -Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 AHU3 ZONE 6 150 ft2 AHU3 ZONE 50 ft2 Default Leakage AHU3 ZON (Default) c(Default) c 3 3 2 AHU2 ZONE 6 150 ft2 AHU2 ZONE 50 ft2 Default Leakage AHU2 ZON (Default) c(Default) c 2 2 3 AHU1 ZONE 6 100 ft2 AHU1 ZONE 25 ft2 Default Leakage AHU1 ZON (Default) c(Default) c 1 1 4 AHU4 ZONE 6 75 ft2 AHU4 ZONE 20 112 Default Leakage AHU4 ZON (Default) c(Default) c 4 4 TEMPERATURES • 0000 Programable Thermostat: Y Ceiling Fans: • • • "' • 000000 00 0000 CoolingJan Heatin Feb Jan Feb [[ ]] Mar [X] Mar Apr Apr f May May [XJ Jun Jul [ ]Jun Jul Aug Aug ct S"��8ct ►►��v I�Icv• Rec ®x •Jan Feb [[XX]] Mar A r [ Ma [ ] Jun Jul Au S ..Oct Nog Dec Thermostat Schedule: HERS 2006 Reference Hours • • ' Schedule Type 1 2 3 4 5 6 7 8 16: 10 • ?to 1 gi ... Cooling (WD) AM 78 78 78 78 78 78 78 78 48@600 • 80 s0 80 • PM 80 80 78 78 78 78 78 78 S8 • 78 • 7$6 75... Cooling (W EH) AM 78 78 78 78 78 78 78 78 78 . 78 00. • 07080 71909 PM 78 78 78 78 78 78 78 78 78 • • 78 7 .7.80. Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 .. i8$ 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 7/3/2014 4:51 PM EnergyGauge@ USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 295 NE 95 STREET PERMIT #: MIAMI SHORES, FL, 33138-2711 MANDATORY REQUIREMENTS SUMMARY - See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and / doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. •••• 403.3.3 Building framing cavities shall not be used as supply ducts.. • • • • • • • Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies ••• .. •• in Table 403.4.3.2. Provide switch or clearly marked circ•*•i*• �jgaker �; (electric) or shutoff (gas). Circulating system pipes insulaj%gjo = •. :' R-2 + accessible manual OFF switch. 0 06000• • Mechanical 403.5 Homes designed to operate at positive pressure or with t11VVIcal o"0160 " ventilation ventilation systems shall not exceed the minimum ASHMA062 level. " ' ✓ 0 • No make-up air from attics, crawlspaces, garages or outvbblg ldjacen t to pools or spas.so 00.0 • • Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower•(HP) of = 1 : 0 ' & Spas HP shall have the capability of operating at two or more speeds. Spas" and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 7/3/2014 4:51 PM EnergyGauge® USA - RaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 Residential System Sizing Calculation Summary Project Title: 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 7/3/2014 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(? ft.) Temp Range(L) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 5 r. Load Winter design temperature(TMY3 99%) 49 F Summer design temperature(TMY3 99%) 92 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 21 F Summer temperature difference 17 F Total heatina load calculation 27555 Btuh Total coolinq load calculation 82054 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Strip Heat) 252.2 69500 Sensible (SHR = 0.75) 91.8 67125 Duct loss Internal gain Latent 251.2 22375 Subtotal Duct gain Total 109.1 89500 Wintar Hantinn I nnri ffnr 91;9q srlf ) WINTER CALCULATIONS Daae Load component Load Window total 560 sqft 10461 Btuh Wall total 2878 sqft 7735 Btuh Door total 20 sqft 168 Btuh Ceiling total 1470 sqft 1093 Btuh Floor total See detail report 4857 Btuh Infiltration 140 cfm 3242 Btuh Duct loss Internal gain 0 Btuh Subtotal Duct gain w.(19%) 27555 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS Blower Load 27555 Btuh Finam(18%) wam.(2e%) SUMMER CALCULATIONS Ci(mmar (nnlinn I nori /fnr 9.F91 crlf ) Load component Load Window total 560 sqft 15335 Btuh Wall total 2878 sqft 6261 Btuh Door total 20 sqft 256 Btuh Ceiling total 1470 sqft 3956 Btuh Floor total 0 Btuh Infiltration 105 cfm 1968 Btuh Internal gain 24770 Btuh Duct gain w.(19%) • 0 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 20600 Btuh Total sensible gain 73146 Btuh Latent gain(ducts) 0 Btuh Latent gain(infiltration) 4008 Btuh Latent gain(ventilation) 0 Btuh Latent gain (I nternal/occupants/other) 4900 Btuh Total latent gain 8908 Btuh TOTAL HEAT GAIN 82054 Btuh M= 8th Edition Sluwer(2594) Aterd trdernalcs,-) EnergyGauge@ System Sizing PREPARED BY: DATE: EnergyGauge®/ USRFZB v33.1 ows(3M) Cemngs(5%) wlaasca%) 00.0.0 • • 0000• • • • .0000• .0000• • • .000.0 •. • 0000•• •• • • .0000• w.(19%) • ..•. Cemngs(5%) wlaasca%) 00.0.0 • • 0000• • • • .0000• .0000• • • • System Sizing i Residential Load - Room by Room Component Details Project Title: 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 7/3/2014 Reference City: Miami, FL Temperature Difference: 17.OF(TMY3 99%) Humidity difference: 56gr. Component Loads for Room #1 AHU1 ZONE EnergyGaugeO / USRFZB v3.1 •.•.•• • 0000.. 0000•• 0000. 0000. 0 0000.• • • 0000.• 0000•. • Page 1 Type Overhang Window Area(sgft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 9 1 NFRC 0.42, 0.89 B -L No N 18.Of 1.0ft. 48.0 0.0 48.0 19 19 925 Btuh 10 1 NFRC 0.42, 0.89 B -L No N 18.011 1.0ft. 18.0 0.0 18.0 19 19 347 Btuh 11 1 NFRC 0.42, 0.89 B -L No N 18.Of 1.0ft. 3.0 0.0 3.0 19 19 58 Btuh 12 1 NFRC 0.42, 0.89 B -L No S 2.Oft. 2.Oft. 28.0 28.0 0.0 19 21 539 Btuh 13 1 NFRC 0.42, 0.89 B -L No S 2.01t. 2.Oft. 2.7 2.7 0.0 19 21 51 Btuh 14 1 NFRC 0.42, 0.89 B -L No S 2.Oft. 2.Oft. 18.5 18.5 0.0 19 21 356 Btuh 15 1 NFRC 0.42, 0.89 B -L No W 2.0ft. 2.0% 13.5 0.0 13.5 19 41 554 Btuh Window Total I 1 132 ft 2831 Btuh Walls Type U -Value R -Value Area(sgft) HTM Load Cav/Sheath 9 Concrete Blk,Hollow - Ext 0.13 5.0/0.0 200.5 2.2 448 Btuh 10 Concrete BIKHollow - Ext 0.13 5.0/0.0 220.3 2.2 493 Btuh 11 Concrete Blk Hollow - Ext 0.13 5.0/0.0 111.7 2.2 250 Btuh Wall Total 533 1191 Btuh Ceilings Type/Color/Surface U -Value ft --Value Area HTM Loaq... 1 UnventedAtfictUghUrile 0.032 30.0/0.0 290.0 2.42• 7ta.UWA Ceiling Total 290 ft 7Q2J3tuh Floors Type R -Value Size HTN.. .. Load •.. 2 Slab On Grade 0.0 506 (ft -perimeter) 0.0.09 .. 0 Stuh Floor Total 506.0 ft .(l BtL4h Zone Envelope Subtotal:• • 4724 B'fuh .. . Infiltration Type WholehouseACH Volume(cuft) Wall Ratio CFM&• • Load'• Natural 0.31 4134 0.19 20.4* • • • • • 381 duh Internal Occupants Btuh/occupant Appliance • Coati. •.. • ain 2 X 230 + 506Q .'. 5520 Btuh Sensible Envelope Load: • 1062rDAt,uh Duct load Average sealed, Supply(R6.0-Cond.), Retum(R6.0-Cond.) (DGM of 0.000 0 Btuh Sensible Zone Load 10625 Btuh EnergyGaugeO / USRFZB v3.1 •.•.•• • 0000.. 0000•• 0000. 0000. 0 0000.• • • 0000.• 0000•. • Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 7/3/2014 �mponenfi< Loads for Room #2 AHU 'ZONE EnergyGaugeid / USRFZB v3.1 Page 2 Type" Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 1 NFRC 0.42, 0.89 B -L No N 2.Oft. 2.Oft. 15.0 0.0 15.0 19 19 289 Btuh 2 1 NFRC 0.42, 0.89 B -L No E 2.OfL 2.Oft. 24.0 0.0 24.0 19 41 986 Btuh 3 1 NFRC 0.42, 0.89 B -L No E 2.Oft. 2.Oft. 16.7 0.0 16.7 19 41 684 Btuh 4 1 NFRC 0.42, 0.89 B -L No E 2.Oft. 2.Oft. 24.7 0.0 24.7 19 41 1013 Btuh 5 1 NFRC 0.42, 0.89 B -L No S 2.Oft. 2.Oft. 32.0 32.0 0.0 19 21 617 Btuh 6 1 NFRC 0.42, 0.89 B -L No S 2.OfL 2.0ft. 12.0 12.0 0.0 19 21 231 Btuh 7 1 NFRC 0.42, 0.89 B -L No W 18.Of 1.0ft. 52.0 52.0 0.0 19 41 1002 Btuh 8 1 NFRC 0.42, 0.89 B -L No W 18.Of 1.0ft. 54.2 54.2 0.0 19 41 1044 Btuh Window Total 231 ft 5865 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav/Sheath 5 Concrete Blk Hollow - Ext 0.13 5.0/0.0 88.4 2.2 198 Btuh 6 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 311.7 2.2 697 Btuh 7 Concrete Blk Hollow - Ext 0.13 5.0/0.0 164.7 2.2 368 Btuh 8 Concrete BIk,Hollow - Ext 0.13 5.0/0.0 147.0 2.2 329 Btuh 12 Concrete Blk,Hollaw - Adl 0.13 5.0/0.0 163.3 2.2 365 Btuh 13 - Int 0.13 0.0/0.0 125.2 0.0 ®• Wh 14 Frame - Steel - Adi 0.12 11.0/0.0 160.0 2.00 0 ft. gust Wall Total 1160 s t 22$Q.3tub Doors Type Area (sqft) HTM•, Load '.. 0 • 1 Insulated - Exterior 20.0 12.80 •. .. 256 Utuh Door Total 20t .. 256 Btwh Ceilings Type/Color/Surface U -Value R -Value Area(sqft) HTM.. .' Load .. 2 Unvented Attic/Ught/Tile 0.032 30.0/0.0 250.0 2.4499 . • 60& •Btah Ceiling Total 250 ft One .' 6155 8119h Floors Type R -Value Size HTM.. .. Load - 1 Slab On Grade 0.0 1087 (ft -perimeter) 0.0 : F. Floor Total 1087.0 IlW16 0 Btuh Zone Envelope Subtotal: " 900.6.%uh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.31 8913 0.38 39.6 740 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 10870 11330 Btuh Sensible Envelope Load: 21076 Btuh Duct load Average sealed, Supply(R6.0-Cond.), Retum(R6.0-Cond.) (DGM of 0.000 0 Btuh Sensible Zone Load 21076 Btuh EnergyGaugeid / USRFZB v3.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 7/3/2014 CompOQft Loads for Rbom #3 AHU3 ZON) EnergyGauge® / USRFZB v3.1 Page 3 .Goes* e s 0000.• :.*so: o • Gee•. G 06000 6000•• s s .66.00 o • 0060.. . Type" Overhang Window Area(sgft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 16 1 NFRC 0.42, 0.89 B -L No N 2.0ft. 2.Oft. 18.0 0.0 18.0 19 19 347 Btuh 17 1 NFRC 0.42, 0.89 B -L No N 2.Oft. 2.Oft. 9.0 0.0 9.0 19 19 173 Btuh 18 1 NFRC 0.42, 0.89 B -L No E 2.0ft. 2.0ft. 12.0 0.0 12.0 19 41 493 Btuh 19 1 NFRC 0.42, 0.89 B -L No E 2.0ft. 2.Oft. 4.0 0.0 4.0 19 41 164 Btuh 20 1 NFRC 0.42, 0.89 B -L No S 2.Oft. 2.Oft. 36.0 36.0 0.0 19 21 694 Btuh 21 1 NFRC 0.42, 0.89 B -L No S 2.Oft. 2.Oft. 7.1 7.1 0.0 19 21 137 Btuh 22 1 NFRC 0.42, 0.89 B -L No W 2.0ft. 2.Oft. 18.0 0.0 18.0 19 41 739 Btuh 23 1 NFRC 0.42, 0.89 B -L No W 2.Oft. 2.Oft. 15.0 0.0 15.0 19 41 616 Btuh Window Total I 1 119 ft 3363 Btuh Walls Type U -Value R -Value Area(sgft) HTM Load Cav/Sheath 1 Concrete Blk Hollow - Ext 0.13 5.0/0.0 194.9 2.2 436 Btuh 2 Concrete Blk Hollow - Ext 0.13 5.0/0.0 171.8 2.2 384 Btuh 3 Concrete BlkHollow - Ext 0.13 5.0/0.0 263.1 2.2 589 Btuh 4 Concrete BlkHollow- Ext 0.13 5.0/0.0 92.2 2.2 206 Btuh Wall Total 722 ft 1615 Btuh Ceilings Type/Color/Surface U -Value R -Value Areas HTM Lo . 3 Unvented Aftfc/Light rile 0.032 30.0/0.0 625.0 2.42; ' 6 1513 Btuh Ceiling Total 625 ft) •• ' 15i'lNuh Floors Type R -Value Size HTM' • ' Load 3 Interior 0.0 625 (sgft) 0.0 0 Bt%h Floor Total 625.0 ft ."+0e 4�B Zone Envelope Subtotal;***** 49.1 •Btru% Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio .s CFM, so ... Load Natural 0.31 5106 0.26 27.6; 516 BtLh Internal Occupants Btuh/occupant Appliance . Loa gain 2 X 230 + 5000'. : 5460 iO Sensible Envelope Load: 12461VIN Duct load Average sealed, Supply(R6.0-Cond.), Retum(R6.0-Cond.) (DGM of 0.000 0 Btuh Sensible Zone Load 12467 Btuh EnergyGauge® / USRFZB v3.1 Page 3 .Goes* e s 0000.• :.*so: o • Gee•. G 06000 6000•• s s .66.00 o • 0060.. . Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate: FL MIAMI_INTL AP 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 7/3/2014 Component Loads for Room #4 AHU4'ZONE 11 The following window Excursion will be assigned to the system loads. Windows Type" 638 Btuh Overhang Window Area(sgft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded Excursion Subtotal: 638 Btuh 24 1 NFRC 0.42, 0.89 B -L No E 2.Oft. 2.Oft. 16.0 0.0 16.0 19 41 657 Btuh 25 1 NFRC 0.42, 0.89 B -L No E 2.OfL 2.Oft. 26.7 0.0 26.7 19 41 1095 Btuh 26 1 NFRC 0.42, 0.89 B -L No S 2.0ft. 2.0ft. 12.3 12.3 0.0 19 21 236 Btuh 27 1 NFRC 0.42, 0.89 B -L No N 2.OfL 2.Oft. 4.0 0.0 4.0 19 19 77 Btuh 28 1 NFRC 0.42, 0.89 B -L No N 2.Oft. 2.Oft. 10.5 0.0 10.5. 19 19 202 Btuh 29 1 NFRC 0.42, 0.89 B -L No W 2.0ft. 2.Oft. 9.0 0.0 9.0 19 41 370 Btuh Window Total 1 78 ( 2637 Btuh Walls Type U -Value R -Value Area(sgft) HTM Load Cav/Sheath 15 Concrete BIKHollow - Ext 0.15 4.1/0.0 28.6 2.5 73 Btuh 16 Concrete BIKHollow - Ext 0.15 4.1/0.0 147.9 2.5 375 Btuh 17 Concrete Blk Hollow - Ext 0.15 4.1/0.0 110.7 2.5 281 Btuh 18 Concrete Blk Hollow - Ext 0.15 4.1/0.0 176.1 2.5 447 Btuh Wall Total 463 ft 1175 Btuh Ceilings I Type/Color/Surface U -Value R -Value Area(s HTM Load 4 Unvented AttictUght/rile 0.049 19.0/0.0 305.0 3.73 113$. fth Ceiling Total 305 11'36atib Floors Type R -Value Size HTM,,G Load. 4 Interior 0.0 305 (sgft) 0.000 .. 0 WIN Floor Total 305.0 ... 0 Btuh Zone Envelope Subtotqj'• •. 49498tup Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM&#; •; Logt•.•. Natural 0.31 2501 0.17 17.T• • 33109131h Internal Occupants Btuh/occupant ApplialdW •; Load gain 2 X 230 + 2000 246&-B&q Sensible Envelope Loa;,, • ; 7740 lit" Duct load Average sealed, Supply(R6.0-Cond.), Retum(R6.0-Cond.) (DGM of 0.000 0 Btuh Sensible Zone Load 7740 Btuh 11 The following window Excursion will be assigned to the system loads. Windows July excursion for System 1 638 Btuh July excursion for System 2 0 Btuh July excursion for System 3 0 Btuh July excursion for System 4 0 Btuh Excursion Subtotal: 638 Btuh EnergyGaugeD / USRFZB v3.1 Page 4 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL_AP 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 7/3/2014 Duct load 0 Btuh Sensible Excursion Load 638 Btuh EnergyGauge® / USRFZB v3.1 Page 5 • • 4.44 4.00•9 .. . ... . 0 ...... • . . . ....0 .. 000:60 0 .0.0 so 0 •00404 4444• • •4 ••4.4 ••4.4 •• • 4 • 4444• 00 •• 00 • • 0400• •444•• 4 00 4444•• 000000 • • • •0400• •• • •000. • • 0 0000 EnergyGauge® / USRFZB v3.1 Page 5 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate: FL MIAMI_INTL AP 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 7/3/2014 SYSTEM GROUPS, (BLOCK LOADS) EnergyGauge® / USRFZB v3.1 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. Page 6 Sensible Envelope Load 10625 Btuh �.. Window Excursion 638 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh (Includes 0 Btuh due to window excursion) Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 11263 Btuh 1 Latent infiltration/ventilation gain 775 Btuh Serving Zones: Latent duct gain 0 Btuh 1 Latent occupant gain 400 Btuh 0� Latent other gain 900 Btuh Total block load 13338 Btuh EnergyGauge® / USRFZB v3.1 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. Page 6 Sensible Envelope Load �.. •: 2107A. *t'u*4 Window Excursion 0 Btu; Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) •00 00 Btw� ••• 0� 60 Sensible ventilation Eftu* h For System(s): Zone Sensible gain • • 00*, 6 • • • 21076 BtdA 2 Latent infiltration/ventilation gain ; 15Q7 Btph Serving Zones: Latent duct gain '. ...0.. • 0 Btuh 2 Latent occupant gain 0. . 0606 QDNtuh Latent other gain 1200 Btuh Total block load 24183 Btuh EnergyGauge® / USRFZB v3.1 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. Page 6 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL_MIAMI_INTL AP 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 7/3/2014 SYSTEM GROUPS (BLOCK LOADS) EnergyGauge® / USRFZB v3.1 Page 7 Sensible Envelope Load 12467 Btuh Window Excursion 0 Btuh Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) 0 Btuh Sensible ventilation 0 Btuh For System(s): Zone Sensible gain 12467 Btuh 3 Latent infiltration/ventilation gain 1051 Btuh Serving Zones: Latent duct gain 0 Btuh 3 Latent occupant gain 400 Btuh Serving Zones: Latent other gain 1200 Btuh 4 Total block load 15118 Btuh EnergyGauge® / USRFZB v3.1 Page 7 Sensible Envelope Load 7747Bttlp Window Excursion • • . o.Btur Cooling Loads Sensible Duct Load (duct gain multiplier of 0.000) see:06 0 BM 9604 .. Sensible ventilation Vegas 0 &uh For System(s): •• Zone Sensible • 7749 Btuh gain 4 Latent infiltration/ventilation gain "�••� 67*Btu� Serving Zones: Latent duct gain 0 Btuh 4 Latent occupant gain 400 Btuh Latent other gain .AVat uh Total block load 8814 Btuh EnergyGauge® / USRFZB v3.1 Page 7 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Climate:FL MIAMI_INTL AP 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 7/3/2014 WO LE HOUSETOTAL� Sensible Envelope Load All Zones 52546 Btuh 24006 BtuR Sensible Duct Load 0 Btuh Carrier # Total Sensible Zone Loads 52546 Btuh 3. Central Unit Sensible ventilation 0 Btuh • • ... Blower 20600 Btuh Whole House Total sensible gain 73146 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 4008 Btuh Latent ventilation gain 0 Btuh Latent duct gain 0 Btuh Latent occupant gain (8.0 people @ 200 Btuh per person) 1600 Btuh Latent other gain 3300 Btuh Latent total gain 8908Btuh TOTAL GAIN .... • 82054. Bud, EG�l11PMENT • 1. Central Unit Carrier # 24006 BtuR 2. Central Unit Carrier # • •36000 b1tth . 3. Central Unit RHEEM #RAPM-018 • • ... • MA 4. Central Unit DAIKIN # ••18000 ;11508 Btuh "Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half C/2)) (Omt - compass orientation) Version 8 EnergyGauge®/ USRFZB v3.1 Page 8 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Project Title: 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 Building Type: User 7/3/2014 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 21.0 F (TMY3 99%) Component Loads for Room #1: AHU1 ZONE' Window Panes/Type Frame U Orientation Areas t X HTM= Load 9 1, NFRC 0.42 Metal 0.89 N 48.0 18.7 897 Btuh 10 1, NFRC 0.42 Metal 0.89 N 18.0 18.7 336 Btuh 11 1, NFRC 0.42 Metal 0.89 N 3.0 18.7 56 Btuh 12 1, NFRC 0.42 Metal 0.89 S 28.0 18.7 523 Btuh 13 1, NFRC 0.42 Metal 0.89 S 2.7 18.7 50 Btuh 14 1, NFRC 0.42 Metal 0.89 S 18.5 18.7 346 Btuh 15 1, NFRC 0.42 Metal 0.89 W 13.5 18.7 252 Btuh Window Total 131.7 2461 Btuh Walls Type Ornt. Ueff. R -Value Area X HTM= Load (Cav/Sh) 9 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 201 2.76 554 Btuh 10 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 220 2.76 609 Btuh 11 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 112 2.76 309 Btuh Wall Total 533 s t 1471 Btuh Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load 1 Unvent Attic/L/Tile (0.032) 30.0/0.0 290 0.7 194 BiuR Ceiling Total 290 s : • * • 194BICA Floors Type Ueff. R -Value Size X HTM= Loa • 2 Slab On Grade (1.180) 0.0 81.0 ft(perim.) 24.8 ...;,,2007 Btuh Floor Total 506 sqft 2007&J, 0 • Room Envelope Subtotal: ...... 6133 Bjyh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= .•...• Natural 0.41 4134 0.19 27.2: : 627.13tuh Duct load Average sealed, Supply(R6.0-Cond.), Retum(R6.0-Cond.) (DLM of 0.000) •• . 00 0$tti1 Room #1 Sensible Room Subtotal 6760 Btuh 0000.• 0 000000 0 00000 .00.0 •00000 0 ••0000 0 • 0 0.000• EnergyGauge® / USRFZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 Building Type: User 7/3/2014 Component Loads for Room #2: AHU2 ZONE Window Panes/Type Frame U Orientation Area X HTM= Load 1 1, NFRC 0.42 Metal 0.89 N 15.0 18.7 280 Btuh 2 1, NFRC 0.42 Metal 0.89 E 24.0 18.7 449 Btuh 3 1, NFRC 0.42 Metal 0.89 E 16.7 18.7 312 Btuh 4 1, NFRC 0.42 Metal 0.89 E 24.7 18.7 461 Btuh 5 1, NFRC 0.42 Metal 0.89 S 32.0 18.7 598 Btuh 6 1, NFRC 0.42 Metal 0.89 S 12.0 18.7 224 Btuh 7 1, NFRC 0.42 Metal 0.89 W 52.0 18.7 972 Btuh 8 1, NFRC 0.42 Metal 0.89 W 54.2 18.7 1012 Btuh Window Total 230.5 t 4308 Btuh Walls Type Ornt. Ueff. R -Value Area X HTM= Load (Cav/Sh) 5 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 88 2.76 244 Btuh 6 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 312 2.76 861 Btuh 7 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 165 2.76 455 Btuh 8 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 147 2.76 406 Btuh 12 Conc Blk,Hollow - Adj (0.132) 5.0/0.0 163 2.76 451 Btuh 13 - Int (0.132) 0.0/0.0 125 0.00 0 SIT 14 Frame - Steel - Adj (0.119) 11.0/0.0 160 2.49 •399 BAU Wall Total 11 60 t •• •2816 Of% Doors Type Storm Ueff. Area X HTM= • Load 1 Insulated - Exterior, n (0.400) 20 8.4 •�„�• 168 Btuh• Door Total 20 s 168 tuh Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= sees** Load • 2 Unvent Attic/L/Tile (0.032) 30.0/0.0 250 0.7 .. •.. • 167 SILO Ceilina Total 250 167Btuti Floors Type Ueff. R -Value Size X HTM= ; Load 1 Slab On Grade (1.180) 0.0 115.0 ft(perim.) 24.8 . 2850 ORM Floor Total 1087 sqft •..' :2850 Bt4A .... Room Envelope Subtotal: 10309 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.41 8913 0.38 52.8 1219 Btuh Duct load Average sealed, Supply(R6.0-Gond.), Retum(1`16.0-Cond.) (DLM of 0.000) 0 Btuh Room #2 Sensible Room Subtotal 11528 Btuh sees. sees.. sees.. sees.. EnergyGaugeg / USRFZB v3.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 Building Type: User 7/3/2014 Component Loads for Room #3: AHU3 ZONE Window Panes/Type Frame U Orientation Areas X HTM= Load 16 1, NFRC 0.42(Strrt4etal 0.89 N 18.0 18.7 336 Btuh 17 1, NFRC 0.42(Strrgetal 0.89 N 9.0 18.7 168 Btuh 18 1, NFRC 0.42(Strnioetal 0.89 E 12.0 18.7 224 Btuh 19 1, NFRC 0.42(Strrt4etal 0.89 E 4.0 18.7 75 Btuh 20 1, NFRC 0.42(Strrd;etal 0.89 S 36.0 18.7 673 Btuh 21 1, NFRC 0.42(Strnioetal 0.89 S 7.1 18.7 133 Btuh 22 1, NFRC 0.42(Strntpetal 0.89 W 18.0 18.7 336 Btuh 23 1, NFRC 0.42(StrrTMetal 0.89 W 15.0 18.7 280 Btuh Window Total 119.1 s 2226 Btuh Walls Type Ornt. Ueff. R -Value Area X HTM= Load (Cav/Sh) 1 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 195 2.76 538 Btuh 2 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 172 2.76 475 Btuh 3 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 263 2.76 727 Btuh 4 Conc Blk,Hollow - Ext (0.132) 5.0/0.0 92 2.76 255 Btuh Wall Total 722 1995 Btuh Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load."' 3 Unvent Attic/L/Tile (0.032) 30.0/0.0 625 0.7:.*. 418 BW Ceilin Total 625 " ' 4189% Floors Type Ueff. R -Value Size X HTM= Load 3 Interior (1.180) 0.0 625.0 sgft 0.0 0 Bt Floor Total 625 sqft so:, 0 t Room Envelope Subtotal: •,. 14639 150tit .. Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= : ' ; . Natural 0.41 5106 0.26 36.8 • 850:RLV •• • .. •.i. Duct load Average sealed, Supply(RU-Cond.), Retum(R6.0-Cond.) (DLM of 0.000) 0 Btuh Room #3 Sensible Room Subtotal 5489 Btuh EnergyGaugeS / USRFLB v3.1 Page 3 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 Building Type: User 7/3/2014 Component Loads for Room #4:AHU4 ZONE Window Panes/Type Frame U Orientation Area X HTM= Load 24 1, NFRC 0.42(Strngetal 0.89 E 16.0 18.7 299 Btuh 25 1, NFRC 0.42(Strnfoetal 0.89 E 26.7 18.7 498 Btuh 26 1, NFRC 0.42(Strnfoetal 0.89 S 12.3 18.7 229 Btuh 27 1, NFRC 0.42(Strny1etal 0.89 N 4.0 18.7 75 Btuh 28 1, NFRC 0.42(Stra"etal 0.89 N 10.5 18.7 196 Btuh 29 1, NFRC 0.42(Strnf4etal 0.89 W 9.0 18.7 168 Btuh Window Total 78.4 1466 Btuh Walls Type Ornt. Ueff. R -Value Area X HTM= Load (Cav/Sh) 15 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 29 3.13 90 Btuh 16 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 148 3.13 463 Btuh 17 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 111 3.13 347 Btuh 18 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 176 3.13 552 Btuh Wall Total 463 s t 1452 Btuh Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load 4 Unvent Attic/L/Tile (0.049) 19.0/0.0 305 1.0 314 Btuh CoilingTotal 305 t 3148W Floors Type Ueff. R -Value Size X HTM= Load 4 Interior (1.180) 0.0 305.0 sqft 0.0 tulr � � 0 B • Floor Total 305 sqft •: • 0 Btu Room Envelope Subtotal: •.•..3232 j;u% •••••• Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= .•'••' ',•' Natural 0.41 2501 0.17 23.6 **sees 546 BtU4 Duct load Average sealed, Supply(R6.0-Cond.), Retum(R6.0-Cond.) (DLM of 0.000)►• 0 Bttia Room #4 Sensible Room Subtotal 3777 Btuh SYSTEM GROUPS (BLOCK LOADS) Heating Loads For System(s):1 Block load 6760 Btuh Serving Rooms: 1 EnergyGauge®/ USRFZB v3.1 Page 4 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: 295 NE 95 STREET ANTROBUS RESIDENCE MIAMI SHORES, FL 33138-2711 Building Type: User 7/3/2014 Heating Loads For System (s):2 Block load 11528 Btuh Serving Rooms: 2 Heating Loads For System (s):3 Block load 5489 Btuh Serving Rooms: 3 Heating Loads For System(s):4 Block load 3777 Btuh Serving Rooms: 4 • • 0000•• • • • • 0000 • • Subtotal Sensible Heat Loss •9••27555 BW Totals for Heating Ventilation Sensible Heat Loss 0.00•• 0 laue Total Heat Loss 666.37555 Btu4 • • • EQUIPMENT ,y •.•. 1. Electric Strip Heat 18000 Btuh 2. Electric Strip Heat 24000 Btuh 3. Electric Strip Heat 16000 Btuh 4. Electric Strip Heat 11500 Btuh Key: Window types NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or Tinr (Uses U -Factor and SHGC defaults) U - (Window U -Factor) w '` HTM - (ManualJ Heat Transfer Multiplier) Version 8 EnergyGauge® / USRFZB v3.1 • • • ••6666 • • •996• 6906• •0006• • 0000•• 6 • •6666• Page 5 ��--�.;��:_ �� .. '�"� . . �'f�_... ! �- ;� f � ifs. ��_�-�� "'- ,"� A' �.. �N .�.,�.,,��p• - �o � L� — ��� i"�--F `��2 — - `;'mac') •.�'' -O'xW WPA t)� Ce'aNo P ATL, �- z-y--:,^� `r -"•_ j•� y r- r�r R :r 250 Catalonia Avenue Sutle 405 Carat Gables, FL 33134 Tai: 305.649.4049 Fac 305.649.4149 �Qu.1 t Vim^ •�.!+.,� �.'.��,»�'"'A- �,. :' .. .., ` . _a I't � .., t m� . � _ - 0 +a Coo— m o tO N=,.- —r---,> AL i:�o ILL - 260 Cablofda Avenue Sufte 405 Coral Gables, FL 33134 Tel: 305.649.4049 Fatc 305 649 4149 Pf0Jmt Engineer Date Page: �=—Q-tip 7 G Co ------------------ s 250 Catalonia Avenue Suite 405 Coral Gables. FL 33134 Tel: 305.649.4040 Fare 305.64.4149 J r , ROCHELL EMODE RIS INC. goes. 0 e :0800: 8000,8 Is 000000 M .*a 0000 e 0800 0000 0 0000 Structural Calculations For: Antrobus-Shepard Residence — Rev. 2 e0 egos 808..8 00000. 295 N.E. 95th Street Miami Shores, FL .Alexander Rochell, P.E. FL Registration No. 60735 CerL Qf Authorization No. 27054 205 Santillane Avenue, Coral 0zables, Florida 33134 Tet: 305.649.40149 Fax: 305.649.4149 R0chell F_r4neering, Inc. Profit Title: 250 Catalonia Avenue - Suits 405 Enter ProW ID: Coral Gables, FL 33134 Prof Dom: ,^ Tel. (305) 6494049 Fax(305)649-4149 Wood Beam r..... ...,... M1c OM -2 Description: Wood FIoorJoft Calculations per 2x12 Section used for this span = 80328psi Load Combination Set: ASCE 7-05 - 1,121.25psi Fv:Allowable +D+L+H Material Properties = 7.000ft Dation of mmdrnum on span = Span # 1 Analysis Wood: Allowable Stress Design Fb - Tension 975 psi E: Modulus of Eluffcity Load Combination ASCE 7-05 Fb - Compr 975 psi Ebend-xx 1600ksi 0 <180 Fc -Pill 1450psi F_minbend-xx 580ksi Wood Species : Southern Pine Fc - Perp 565 psi Span # Wood Grade : No.2: 2"- 4" Thick :12" Wide Fv 175 psi C FN C l Ft 550 psi Density 35.44pcf Beam Bracing : Beam is Fully Braced against lateral -torsion buckling M Repetitive Member Stress Increase d o.033 0.0532 &A 16 Span =14.0 It Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load : D=0.0250, L = 0.040 lot, Tributary Wit =1.330 ft Maximum BendhV Strew Ratio ...;mon ut" for this spam .. • fb : Actual • . • : • • • • • • : �� ? ilUowable • • Load Cor indon • • • • • • • • • lection of armrimum an span, .. ... span # where •'Atl�Oimum �fl on • • • • max D ar�,y+Lr+S bdq ibn • • • i�ax Upward L+Ir+S DeftM. ...14ax DownvgAj . 0 • Max Uri 11 Total Def eWii i • • = 0.7181 Maximum Shear Stress Ratio 2x12 Section used for this span = 80328psi fv : Actual - 1,121.25psi Fv:Allowable +D+L+H Load Combination = 7.000ft Dation of mmdrnum on span = Span # 1 Spam # where maximum ocmrs 0.162 in Ratio = 1034 0.000 in Ratio = 0 <360 0.264 in Ratio = 636 0.000 In Ratio = 0 <180 = 0.267:1 2x12 46.72 psi 175.00 psi +D -4-+H 13.080 ft Span # 1 Maximum Forces & Shawn for Load Combinations Load Combhefion Max Stress Ratios Moment ValaM ' Shear values Segment Length Span # M V Cd C FN C l Cr CM C t CL M fb Pb V fv F'v D Only 0.00 UO 0.00 0.00 Length =14.0 It 1 0.276 0.103 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.81 308.95 1121.25 0.20 17.97 175.00 +0+L+4i 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =14.0 ft 1 0.716 0.267 1.00 1.00 1.00 1.15 1.00 1.00 1.00 2.12 803.28 1121.25 0.53 46.72 175.00 +p,LrtH 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 .0.00 Length =14.0 ft 1 0.276 0.103 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.81 308.95 112125 0.20 17.97 175.00 +D+S+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =14.0 it 1 0.276 0.103 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.81 308.95 1121.25 020 17.97 175.00 +0+0.75OLr+0.75O.+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =14.0 ft 1 0.606 0226 1.00 1.00 1.00 1.15 1.00 1.00 1.00 1.79 679.70 1121.25 0A4 39.54 175.00 +D+0.75OL+0.750S+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =14.0 ft 1 0.606 0226 1.00 1.00 1.00 1.15 1.00 1.00 1.00 1.79 679.70 112125 0.44 39.54 175.00 Rochd Engm ft, Inc. Pray Tits: 250 Catalonia Avenue - Suite 445 gine Prot ID Coral Gables, FL 33134 Project TeL W 6494049 Fax (305) 649.4149 Wood Beam Load Corrbhtatlon Max Straw Ratlos Mornent Vahms Shear Values Segment Length Span # M V Cd C FN C t Cr Cm C t CL M I F'b V fv PV +D+W+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =14.0 it 1 0.276 0.103 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.81 308.95 1121.25 0.20 17.97 175.00 +D+0.70E+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Leath =14.0 It 1 0.276 0.103 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.81 308.95 112125 0.20 17.97 175.00 +D+0.750Lr+0.750L+0.750W+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =14.0 it 1 0.606 0.226 1.00 1.00 1.00 1.15 1.00 1.00 1.00 1.79 679.70 112125 0.44 39.54 175.00 +0+0.750L+0.750S+0.750" 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =14.0 ft 1 0.606 0.226 1.00 1.00 1.00 1.15 1.00 1.00 1.00 1.79 679.70 112125 0.44 39.54 175.00 +D+0.750Lr+0.75QL+0.5250E+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Lith =14.0ft 1 0.S 0.226 1.00 1.00 1.00 1.15 1.00 1.00 1:00 1.79 619.70 112125 0.44 39.54 175.00 +D+0.750L+0.75QS+0.5250E+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =14.0 it 1 0.606 0.226 1.00 1.00 1.00 1.15 1.00 1.00 1.00 1.79 679.70 1121.25 0.44 39.54 175.00 +0.60D+W+H 1.00 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =14.0ft 1 0.165 0.062 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.49 185.37 112125 0.12 10.78 175.00 -10,6".70E+H 1.00 1.OD 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =14.0ft 1 0.165 0.062 1.00 1.00 1.00 1.15 1.00 1.00 1.00 0.49 185.37 1121.25 0.12 10.78 175.00 OvwM Maximum DefleWon s - Unfadumd Loads Load Combination Span Max "Del Location to Span Load Combination Max'+' Dell Location in Span D+L- 1 02639 7.051 0.0000 0.000 Verdcal Reactions - UnfecWred Support notation : Far left is #1 Vahhes in KIPS Load Combination Support 1 Support 2 Overall MAXmum 0.605 0.605 OMd HNNhmhm 0.233 0.233 D Only 0.233 0.233 L Only 0.372 0.372 D+L 0.605 0.605 0.00 • • . 0000 0 •. 0000.. . . • • • 0000.. ••0004 0• • • • 0006•• 0009*0 •0.9 00 .. 0000• •• . 0000•• •000• •• • 0000 • • • • • . • 0000••• 469699 0000 • • •6.4•• • v 006• 4 •• 9.0600 00.9 • 4 • Rocheil Engineering, Inc. Project Title: 250 Catalonia Avenue - Sub 405 Enginew. Project ID: Coral Gabiec, FL 33134 Dom: Tel. (q 649.4049 ~' Fax (305) 6494149 Wood Ledger > i c, INC. 1Re VWA14.12-� Description: L-1 Wil Ledger We References Uaicurdms per Load Combinations Used: ASCE 7-10 General lnformadon Ledger Width 3.0 in Design Method: ASD (using Service Load Con b nalions Ledger Depth 11250 in Wood Stress Grade: Southern Pine, Not 2' -,V Thick: Ledger Wood Species Southern Pine Fb Allow 975 psi G: Specilic Gravity 0.55 Fv Allor 175 psi Bolt Diarr 3/4' in Fyb : Bolt Bending YieW 45,000 psi Bolt Spacing 120 in Concrete as Main Supporting Member Cm - Wet Service Factor 1.0 Using 6' anchor =Wdment two in equations. Ct - Temperature Factor 1.0 Using dowel bearing strength faced at 7.5 km per NDS Table 11 E CC A Group on or 1.0 Uniform Load Daub 9:0690 'Dead : : Rcf Live Floor Live Snout Wind Seismic Fath . VDM Load...233.0' V VTV 0.0 pff 372.0 pff 0.0 Of 0.0 pif 0.0 pff 0.0 Of ' • .1°6oftad... • •' ®.64• • 0.0 lbs 0.0 loss 0.0 lbs 0.0Is 0.0 lbs 0.0 lbs e 03mg . • • . Quit • . :..Offset • • OO1it e • • eeesee . Neo•tal 0.0 lbs 0.0 lbs 0.0 lbs 135.0 lbs 0.0 lbs 0.0 lbs r e..e s ee ese.ee •... • . ecce Rocdleti Engineering, Inc. Pr*d Title: 250 Catalonia Avenue - Stdte 60.5 Engineer Prolect ID: Coral Gables, FL 33134 Pro : Tel. (305) 6494049 Fax (305) 649.4149 Wood Ledger RFmaLc Rdr- IMMIA a, WttOGw+ MAA I ' Description: L-1 Wal Ledger DESIGN SUMMARY Diagonal Component 605.0 lbs - Design OK N Mwdmurn Mwdmum Ledger Bending Shear 302.50 lbs Matdmum Bolt Baring Summary Dowel Bearing Strengths Lad Combination ... Load Combination ... (for specific gravity & bolt diameter) 0.6644:1 0.0 +D+L+H Ledger, Perp to Grain 7,500.0 ksi Moment 0.0 ft -lb Max. Vertical Load lbs Ledger, Parallel to Grain 7,500.0 ksi fb: Actual Stress 0.0 psi Bolt Allow Vertical Load 910.62 lbs Supporting Member, Perp to Grain 2,950.0 ksi Fb : Allowable Stress 0.0 psi o e Supporting Member, Parallel to Grain 6,150.0 ksi Stress Ratio 0.01 Max. Horizontal Lad 0.0 lbs Bolt Allow Horizontal Load 1,769.84 lbs Ma)dmum Ledger Shear Load Combination ... Angle of Resultant 90.0 deg +D+L+H Diagonal Component 605.0 lbs Shear 302.50 lbs Allow Diagonal Bolt Force 910.62 lbs fv : Actual Stress 26.889 psi Strom Rado, Wood @ Bolt 0.6644:1 Fv : Allowable Stress 175.0 psi Stress RRUO 0.1537 :1 Bolt Capacity o e Refer to 2005 NDS Section 11.3 for Bolt Capacity calculation method. _Allowable Governing Load Combination ..:1.1�L+H Resutant Load Angle: Theta = 90.0 deg M heta = 1.250 Fe 0►eta = 910.62 Boit Cater - Load PeVndig& to Grain Bolt Cap C4 - Load Parallel to Grain Fem 7,500.0 Fes 2,950.0 Fyb 45,000.0 Fern 7,500.0 Fes 6,150.0 Fyb 45,000.0 Re 2.542 Rt 2.0 Re 1.220 Rt 2.0 k1 1.404 k2 1.732 k3 0.9805 k1 0.7902 k2 1.157 k3 1.108 Im : Eq 11.3-1 Rd = 5.0 Z = 0.0 lbs Im : Eq 11.3-1 Rd= 4.0 Z = 0.0 U)s Is :E%11,3-2 :: * ltd - 5.0 Z= 1,327.50 Ibs Is : Eq 11.3-2 Rd= 4.0 Z = 3,459.38 Its Q * '? E411.3-3 ltd = •. 64.5Q Z= 2,070.7411 11 : Eq 11.3-3 Rd= 3.60 Z - 3,037.51 lbs • 1MP Eq 11.3-4 *:***41d= • 4.0 Z= 2,402.010m Illm : Eq 11.34 Rd = 3.20 Z = 3,549.25 On; Eg11M Rd = 4.8 Z = 910.621bs Ills : Eq 11.3-5 Rd = 3.20 Z = 1,815.331bs �1.:F� 11.3 6 • s • "Rd= ; Z= 1,120.75 Ibs IV : Eq 1134 Rd = 3.20 Z= 1,769.84 We �;4.Q • • : • • • • ;min: Basi Q ftn Value = 910.62 lbs Zmm : Bask: Demon Value = 1,769.84 Ibs design: slue - P dAiidicular to Grain : Z' ' #Pelta 910.62 ms Reference deign value - Parallel to Grain Z ` CM ` CD' Ct - Cg' Cdelta = 1,769.84 We CD' Cttl = soRefeNence • • • • • on• •••••• •••• • • • IN r. Structural Calculations For: Antrobus-Shepard Residence -- Revision 1 295 N.E. 95th Street Miami Shores, FL Alexander Rochet , P.E. FL Registcation'No. 60735 Cert. of Authorization No. 27054 205 Santillane Avenue, Coral Gables, Florida 33134 Tel: 305.649.4049 Fax: 305.649.4149 Pro Date: Page: (20 nAe- 392 .per q e::>L ee.wc- - R ts � � x -Z-17-S7 � i -- --�- 40 c7 250 Catalonia Avenue Suite 405 Coral Gables, FL 33134 Tel: 305.649.4049 Fax 305.649.4149 Engineer ROCHfLI. EN NEE N O �. paw. A i - t -CL, (z°) C "/Zj 250 Catalonia Avenue Suite 405 Coral Gables, FL 33134 Tel: 305.649.4049 Fac 305.649.4149 Rodd Engineering, InQ 250 Catatonia Avenue -Suite 405 Coral Gables, Fl. 33134 Tel. (305) 6494049 s Fax (305) 649-4149 L-1 Wim! LeOger RojedTft. Engineer Proiect ID: : , Caleulation8 per 2005 NDS Load Combinations Used: ASCE 7-05 Uniform Load... General /nfomadon Paint Lam,.. 0.0 lbs Ledger Width 3.0 In Design Method ASD (using Service Load Combinations Ledger Depth 7.250 in Wood Stress Grade: Southern Fine, No.2: T - 4' Thick: Ledger Wood Spm Southern Pine Fb Allow 1200 psi G: Speft Gravity 0.55 Fv All= 175 psi Bolt Diameter 31W in Fyb : Bolt Bending Yveld 45,000 psi Bon Spacing 8.0 In Concrete as Main Supporting Member Cm - Wet Service Factor 1.0 Using 6' anchor embedment length in pouations. Ct - Temperature Factor 1.0 Using dove.l bearing strength fed at 7.5 kal per NDS Table 11 E FactorActi C 1.0 GeometryFac� 1.0 Load Data Dead Uniform Load... 490.0 pff Paint Lam,.. 0.0 lbs Spacing 0.0 In offset 0.0 In - Horizontal Shear 0.0 lbs Uniform Load Roof Live Floor live Snow Wind Seismic Earth 0.0 pff 560.0 pff 0.0 pff 0.0 pff 0.0 pff 0.0 plf 0.0 U33 0.0 ft 0.0 lbs 0.0 lbs 0.0 lbs 0.0Ibs 0.0Ibs 0.0 ft 0.0 lbs 124.0 ft 0.0 lbs 0.0 lbs Rochell Engir", Inc. Project Title 250 Catalonia Avenue - Suite 405 Engineer. Prosect ID: Descr Carat Gables, FL 33134 Prom Tel. (305) 649-4049 Fax (305) 6494149 Wood Ledger Lc. RC 1OWMI& Hifi-M Ar -2i4 Description : DESIGN SUMMARY Design • Maximum Ledger Bending Maximum Bolt Bearing Summary Dowel Bearing Strengths Load Combination- Load Combination... (for spelt gravity & boft dameter) +D+L+H +D+L+H Lager, Perp to Gram 7,500.0 ksi Moment 38.889 ft -lb Max. Vertical Load We Ledger, Parallel to Grain 7,500.0 ksf fb : Actual Stan 15.220 psi Boit Allow Vertical Lei 910.62 las Supporting Member, Perp to Gram 2,950.0 ksi Fb : Allowable Strom 1,200.0 psi Supporting Member, Parallel to Grain 6,150.0 ksf Stress Rdo 0.01268 :1 Max. Horizontal Load 0.0 Its Bolt Allow Horizontal Load 1,769.84 lis Maximum Ledger Shear Load Combination ... Angie of Resultant 90.0 deg +D+L+H Diagonal ComWent 700.0 lbs Shear 350.0 lbs Allow Diagonal Bolt Force 910.62 lbs fv : Actual Strom 48.276 psi Stress Rego, Wood @ Batt 0.7687 :1 Fv : Allowable Stress 175.0 psi Sbus Raflo 0.2759 :1 AllowOle alt C*adty Note I Refer to 2005 NDS Section 11.3 for Bolt Capacity calculation method. Governing Load Combination .. +D+L+H Resuiahht Load Angle: Theta = 90.0 deg KNO = 1.250 Fatale= 910.62 Bolt Caps ftt - Load f?erpandicxular to Grain Balt Ca - Lead Parallel to Grain Fern 7,500.0 Fes 2,950.0 Fyb 45,000.0 Fein 7,500.0 Fes 6,150.0 Fyb 45,000.0 Re 2.542 Rt 2.0 Re 1.210 Rt 2.0 k1 1.404 k2 1.732 k3 0.9805 k1 0.7902 k2 1.157 k3 1.108 Im : Eq 11.3-1 Rd = 5.0 Z = 0.0 Obs Im : Eq 11.3-1 Rd = 4.0 Z = 0.0 H)s Is : Eq 11.3-2 Rd = 5.0 Z = 1,327.50 lbs Is : Eq 11.3-2 Rd= 4.0 Z= 3,459.38 lbs II : Eq 11M Rd = 4.50 Z= 2,070.74 lbs II : Eq 11.3-3 Rd = 3.60 Z = 3,037.51 lbs Illm : Eq 11.3.4 Rd = 4.0 Z = 2,402.01 lbs Him: Eq 11.34 Rd = 3.20 Z = 3,549.25 ft His : Eq 11.W Rd = 4.0 Z = 910.62 lbs Ills : Eq 11.3-5 Rd = 3.20 Z = 1,815.33 Ibs IV : Eq 11.34 Rd= 4.0 Z= 1,120.75 Use IV : Eq 11.3.6 Rd = 3.20 Z = 1,769.84 On Zmtn : Basic Design Value = 910.62 lbs ZmIn :tic Design Vakm = 1,769.84 lbs Reference design value - Perpendicular to Grain : Reference design value - Parallel to Grain : Z -CM - CD- Ct' Cg-Cdelta = 910.62 ft Z' CM - CD' Ct - Cg - Cdelts = 1,769.84 11m ROCiIELI. EJNGNG, MIC. pn �— r Engineer. Date: Page: U Nlimb ^� (2. a V_� t r.d- _ k�y�. 260 Catalonia Avenue Suite 405 Corgi Gables, FL 33134 Tei: 305.649.4049 Fax 305.649.4149 Pro_ wt Engineer: R0CiiELl. B+iGii�ERIN6 INC. Date: Pa' A • tiA N «� a �$ I ,I i 250 Catalonia Avenue Suite 405 Coral Gables, FL 33134 Tei: 305.649.4049 Fax 305.649.4149 baa ROCHELL ENGINEERING, INC. Project Name: Wall ID: Rochell Engineering, Inc. Consulting Engineers 20S Santiliane Avenue Coral Gables, FL 33134 Antrobus Residence I -story Masonry Wall (Zone 4) 8" Masonry Wall Design Code Ref: ACI 530-08A MSJC 2008) Input Data: Wall Height, H = Wall Thickness, t = Wall Vertical Reinforcing = Reinforcement Area, Ast = Effective Section Width, b = Effective Depth, d = Tensile Strength, Fs= Comp. Strength, Fm = Mod.of Elasticity, Es = Mod. of Elasticity, Em = Wall Analysis: Acting Moment, M = Reinf. Ratio, p = Radius of Gyration, r = h'/r = Moment of Inertia, l = Net Block Area, An = 406 ft -lbs. < 99 JQK In4/ft Ina/ft 0.00254 2.59 39 343.7 46.0 Dead Loads = Live Loads = Wind Uplift = Wind Loads = Lateral Loads = Weight of Wall Axial : Fa = 0.25*Fm[1-(h'/140r)A2]= 345 psi (Allowable Axial Compressive Stress) fa(dI+II) = P/An = 22 psi (Max. Axial Compressive Stress) fa(0.6dl+lat+upQ = 20 psi Bending: Fb Allowable =1/3 Pm = 495 psi Max. Bending Stress, lb = 220 psi n=Es/Em= 21.5 k = 0.28 Steel Bending Stress, is = 12,146 psi j =1-k/3 = 0.91 Add'1 is = I 0 psi (A)dal Tension) 240 IbsA. 292 Ibs./ft. -363 lbs./ft. 45 psf 120 Ibs./ft. 493 lbs./ft. Combined Stresses: 1. Axial Compressive Stresses (DL+LL) fa/Fa = 0.06 < 1.0 K 2. Bending Comp. Stresses (0.6DI+Lat+UpQ fa/Fa + fb/Fb = 0.50 < 1.0 OK 3. Steel Bending Stresses fs/Fs = 0.51 < 1.0 OK Notes: Masonry design assumes special inspection provided & confomung to 2010 FBC requirements Combined stresses results shall not exceed 1.33 unity value when using Kd =1.0 Combined stresses results shall not exceed 1.0 unity value when using Kd = 0.85 Project - Enaineer: Date Pam' k X91_ E _ .. IT, 99 r j fl -aOD .AF N� of {Q 1� +m1, t+� 250 Calonia�iAvenue wife 405 Coral Gables, Fl 33134 Tel: 305.649.4048 Fax 305.649.4149 �+�►�i �I�?i��1iI��7Ti�IrliTil� Project Name: Wall ID: Rochell Engineering, Inc. consulting Engineers 205 Santillane Avenue Coral Gables, FL 33134 Antrobus Residence 2nd Level Masonry Wall (Zone 4) 8" Masonry Wall Design (Code Ref: ACI 530-08 & MSJC2008) Input Data: Wan Height, H = Wall Thickness, t = Wall Vertical Reinforcing = Reinforcement Area, Ast = Effective Seclion Width, b = Effective Depth, d = Tensile Strength, Fs= Comp. Strength, Fm = Mod. of Elasticity, Es = Mod. of Elasticity, Em = Wail Analvsis- Acting Moment, M = 375 fibs. ReW. Ratio, p = 0.00254 Radius of Gyration, r = 2.59 h'/r = 38 <99 (QK Moment of Inertia, 1= 343.7 In'/it Net Block Area, An = 46.0 in2lit Axial: Fa = 0.25'F'm[1-(h7140r)1A= 348psi (Allowable Axial Compressive Stress) fa(dl+Ih = P/An = 22 psi (Max. Axial Compressive Stress) fa(0.6dl+1at+up1) = 18 psi Bending: Fb Allowable =113 Fm = 495 psi Max. Bending Stress, fb = ®psi n=Es/Em= 21.5 k = 0.28 Steel Bending Stress, fs = 11,2211 psi j =1-k/3 = 0.91 Add9 fs = 0 psi (Axial Tension) Combined stresses: 1. Axial Compressive Stresses (DL+LL) fWFa = 0.06 < 1.0 D 2. Bending Comp. Stresses (0.6D1+Lat+Upp fa/Fa + fb/Fb = 0.46 < 1.0 ti 3. Steel Bending Stresses fs/Fs = 0.47 < 1.0 QK Notal. Masonry design assumes special inspec9m provided & confvmft to 2010 FBC regnlremsnts Combined stresses results shall not exceed 1.33 unity value when using Kd =1.0 Combined stresses results shall not exceed 1.0 unity value when using Kd = 0.85 WHELL EN8INEEW INC. Project Name: Wall ID: Rochell Engineerings Inc. Consulting Engineers 205 Santillane Avenue Coral Gables, FL 33134 Antrobus Residence 2nd Level Masonry Wall (Zone 5) 8" Masonry Wail Design (Code Ref: ACI 530-08 & M&C 20081 Input Data: Wall Height, H = Wall Thickness, t = Wall Vertical Reinforcing = Reinforcement Area, Ast = Effective Section Width, b = Effective Depth, d = Tensile Strength, Fs= Comp. Strength, Fm = Mod. of Elasticity, Es = Mod. of Elasticity, Em = Wall Analysis: Acting Moment, M = Reinf. Ratio, p = Radius of Gyration, r = hYr = Moment of Inertia, l= Net Block Area, An = 442 ft -lbs. 0.00254 2.59 38 <99 O 343.7 Ire/ft 46.01 Irr2/ft Axial: En 348 si A b abis Axial Compressive Stress) Fa = 0.25*Fm[1-(h /140r) 21= p fa(dl+I0 = P/An = 22 psi (Max. Axial Compressive Stress) fa(0.6dl+lat+upD = 18 psi Bending: Max. Bending Stress, fb = 240 psi Fb Allowable =1/3 Fm = 495 psi Ern = 21.5 13,216 psi n = Es / E k = 0a8 Steel Bending Stress, fs = j = 1-k/3 = 0.91 Add9 fs = 0 psi (Axial Tension) Combined Stresses:a = 0.06 < 1.0 1. Axial Compressive Stresses roL+te) 2. Bending Comp. Stresses (0.6DI+tat+UPO fa/Fa + fb/Fb 0.54 < 1.0 = 0.55 < 1.0 3. Steel Bending Stresses fs/Fs = OK Masonry design assumes specia/ inspection prowueu om cani-1 loo .w Combined stresses results shall not exceed 1.33 unity value when using Kd =1.0 Combined stresses results shall not exceed 1.0 unity value when using Kd = 0.85 ROCHELLENGNERIK INC. Project Name: Wall ID: Rochell Engineering, Inc. Consulting Engineers 205 Santillane Avenue Coral Gables, FL 33134 Antrobus Residence Second Level Wall with V-8' opening 8" Masonry Wall Deelan w/ Openings (Code Rot. AC15a0.08) Input Data: Member Height, H = Masonry Opening Width= Wall Thickness, t = Wall Vertical Reinforcing = Reinf. At Opening = Reinf. Area, Ast = Effective Section Width, b = Effective Depth, d = i ensue birengm, rs = Comp. Strength, Fm = Mod. of Elasticity, Es = Mod. of Elasticity, Em = Wall Analysis: Acting Moment, M = Reinf. Ratio, p = Radius of Gyration, r = W/r = Moment of Inertia, I = Net Block Area, An = 375 ft lbs. 0.0041 2.59 38 < 99 343.7 InItit 46.0 In2/ft Dead Loads = Live Loads = Wind Uplift = Wind Loads = Lateral Loads = Wt, of Wall = 240 IbsJft 292 IbsJft. -363 lbsJft. 45 psf 113 tbs./ft. 474 lbs./ft. woo Cwisgumuy.w. itmi toio root Dead Load + Live Load = I 1,006 IbsJii. 0.6Dead + Later+ Uplift I IbsAt. OK — 7 Axial : Fa = 0.25'Fm[1-(h'/Wrr2] = 348 psi (Allowable Axial Compressive Stress) fa(DL+LL) = P/An = 22 psi (Max Axial Compressive Stress) fa(0.6DL+Lateral+Uplift) = 2 psi Bending: Fb =1/3 Fm = 495 psi fb = ®Psi n = Es/Em = 21.5 k = 0.34 fs = 10,762 psi j =1-k/3 = 0.89 Add9 fs = F 0 psi (A)dal Tension) Combined Stresses: 1. Axial Compressive Stresses (DL+LL) fa/Fa + fb/Fb = 0.06 < 1.0 gOK 2. Bending Comp. Stresses (0.6Dl+Lat+Upq fa/Fa + fb/Fb = 0.53 < 1.0 3. Steel Bending Stresses fs/Fs = 0.45 < 1.0 OK Notes. Masonry design assumes special inspection provided & conforming to 2010 FBC requirements Combined stresses results shall not exceed 1.33 unity value when using Kd =1.0 Combined stresses results shag not exceed 1.0 unity value when using Kd = 0.85 ROCHELL eWlf ERIAIG, INC. Project Name: Wall ID: Rocheli Engineering, Inc. Consulting Engineers 205 Santlitane Avenue Coral Gables, FL 33134 Antrobus Residence Second Level Wall with 3'-W opening r Masonry Wall Design w/ Openings (Code Ref: ACI 630-08) Input Dain: Member Height, H = Masonry Opening Width= Wall Thickness, t = Wall Vertical Reinforcing = Reinf. At Opening = Reinf. Area, Ast = Effective Section Width, b = Effective Depth, d = Tcnoft c)uongth, ro - Comp. Strength, Fm = Mod. of Elasticity, Es = Mod. of Elasticity, Em = Wall Analysis: Acting Moment, M = Reinf. Ratio, p = Radius of Gyration, r = h'/r = Moment of inertia, I = Net Block Area, An = 375 ft -lbs. 0.0041 2.59 38 < 99 343.7 In4/ft 46.0I Inz/ft Dead Loads = Live Loads = Wind Uplift = Wind Loads = Lateral Loads = Wt of Wall = 240 lbs./ft. 292 lbs./ft. -363 Ibs./ft. 45 psf 143 Ibs./ft. 474 Ibs.fft. Loaa C n1WngAone• Ipso► 2040 Cite_► Dead Load + Live Load = 1,006 IbsJft. 0.6Dead + Lateral+ Uplift = I 65 IbS ft FF 0 Axial : Fa = 0.25"F'm[1-(h'/140r)"2]ffl psi (Allowable Axial Compressive Stress) _ fa(DL+LL) = P/An = psi (Max. Axial Compressive Stress) fa(0.6DL+Lateral+Uplift) =psi Sending: Fb =1/3 Fm = 495 psi n = Es/Em = F21.6 k = 0.34 j =1-k/3 = 0.89 Combined Stresses: L+LL) fa/Fa + �/Fb = 1. Axial Compressive Stresses 6DI+Lat+U fa/Fa + fb/Fb = 2. Bending Comp. Stresses (0. PQ 3. Steel Bending Stresses fs/Fs = fb = 326 psi fs = 13 622 psi Add'I fs =L 0 psi (Axial Tension) < 1.0 < 1.0 1.0 Notes: Masonry dewgn assumes special inspection provided & conforming to 2010 FBC requirements Combined shmses results shall not exceed 1.33 unity value when using Kd =1.0 Combined stresses results shall not exceed 1.0 unity value when using Kd = 0.85 ROCNELL BMEERING, INC. Project Name: Wall ID: Rochell Engineering, Inc, Consulting Engineers 205 Santlllane Avenue Coral Gables, FL 33134 Antrobus Residence Second Level Wall with 4`-W opening 8" Masonry Wail Design a►/ Openings (Code Ref: ACI 530-08) Input Data: Member Height, H = Masonry Opening Width= Wall Thickness, t = Wall Vertical Reinforcing = Reinf. At Opening = Reinf. Area, Ast = Effective Section Width, b = Effective Depth, d = Tensile Strength, Fs = Comp. Strength, Fm = Mod. of Elasticity, Es = Mod. of Elasticity, Em = Wali Analysis: Acting Moment, M = Reinf. Ratio, p = Radius of Gyration, r = h'/r = Moment of Inertia, I = Net Block Area, An = Dead Loads = Live Loads = Wind Uplift = 32 in o.c.1 Wind Loads = # 51 Lateral Loads in. WL of Wail = 240 lbs./ft. lbs./ft. IbsJk psf Ibs./ft. IbsAt 292 -363 45 I 176 474 3.81 in. 11000 psi Load Combinations: (per 2010 FBC) .500 psi 11000 psi Dead Load + Live Load = 1,006 IbsAt 1,000 psi 0.6Dead + Lateral+ U lift = 65 Ibs./ft. 375 ft -lbs. 0.0041 2.59 38 < 99 343.71 Inlift 46.01 Inzift Axial: Fa = 0.2WFm[1-(h'/140r)^2] _ 348 psi (Allowable Axial Compressive Stress) fa(DL+LL) = P/An = 22 psi (Max. Axial Compressive Stress) fa(0.6DL+Lateral+Uplift) = 3 psi Bending: Fb =1/3 Fm = 495 psi fb = ®psi n = Es/Em = 21.5 k = 0.34 is = I 16,849 psi 1=1-k/3 = 0.89 Add'1 is =I 0 psi (Axial Tension) Combined Sh sses: 1. Axial Compressive Stresses (DL+LL) fa/Fa + fb/Fb = < 1.0 K 2. Bending Comp. Stresses (0.6D1+Lat+Upn fa/Fa + fb/Fb =El< < 1.0 QK 3. Steel Bendin Stresses fs/Fs = 1.0 QK No e5: Masonry desmon assumes special inspection provided & combnning to 2010 FBC requirements Combined stresses results shag not exceed 1.33 unify value when using Kd =1.0 Combined stresses results shall not exceed 1.0 unify value when using Kd = 0.85 ROCHELL ENGINEERING, INC. Project Name: Wall ID: Rochell Engineering, Inc. Consulting Engineers 205 Santillane Avenue Coral Gables, FL 33134 Antrobus Residence Ground Level Masonry Wall (Zone 4) 8" Mas Wall,.2"inn (Code Ref: ACI 530-08 & MSJC 2008) Input Data: Wail Height, H = Wall Thickness, t = Wail Vertical Reinforcing = Reinforcement Area, Ast = Effective Section Width, b = Effective Depth, d = Tensile Strength, Fs-- Comp. s=Comp. Strength, Fm = Mod. of Elasticity, Es = Mod. of Elasticity, Em = Wall Analysis' Acting Moment, M = Reinf. Ratio, p = Radius of Gyration, r = Wr = Moment of Inertia, I = Net Block Area, An = 556 ft -lbs. 0.00254 2.59 47 < 99 343.7 In4/ft 46.0 inz/ft Dead Loads = Live Loads = Wind Uplift = Wind Loads = Lateral Loads = Weight of Wall = 993 IbsA. 592 IbsA 0 IbsAt 43 psf 115 IbsJft. 590 IbsA- AASO Load CombinatiOM: IVAE ASCE 7-10) Dead Load + Live Load F 2,175 IbsJft. OADead + Lateral+ U F 1,972 IbsJ% Axial Fa = 0.25*Fm[1-(h'/140r)A2j= 333 psi (Allowable Axial compressive Stress) fa(dl+in = P/An = 47 psi (Max. Axial Compressive Stress) fa(0.6dl+lat+upn = 43 psi Bending: Fb Allowable =1/3 Fm = 495 psi n=Es/Ern = 21.5 k = 028 j=14d3= 0.91 Max. Bending Stress. fb _ 301 Psi Steel Bending Stress, fs = 16,615 psi Add'I Is, =0 psi (Axial Tension) games' 0.14 < 1.0 1. Axial Compressive Stresses (DL+LL) fa/Fa = 2. Bending Comp. Stresses (0.6DI+Lat+Upq fa/Fa + �/Fb = 0.74 < 1.0 3. Steel Bending Stresses fs/Fs = 0.69 < 1.0 assumes �__ ...s..,. 1!A — A n Combined stresses results snau not excevu ,.�� u�r �a,�� �.,,�......•••n ..- - Combined stresses results shall not exceed 1.0 unity value when using Kd = 0.85 ROCHELL ENGINEERING, INC. Project Name: Wall ID: Rocheil Engineering, Inc. Consulting Engineers 20S Santiliane Avenue Coral Gables. Fl. 33134 Antrobus Residence Ground Level Masonry Wail (Zone 5) 8" Masonry Wall Design (Code Ref: ACI 530-08 8z MSJC 20081 Input Data: Wall Height, H Wall Thickness, t = Wall Vertical Reinforcing = Reinforcement Area, Ast = Effective Section Width, b = Effective Depth, d = Tensile Strength, Fs= Comp. Strength, Fm = Mod. of Elasticity, Es = Mod. of Elasticity, Em = Walt Analysis: Acting Moment, M = Reinf. Ratio, p = Radius of Gyration, r = Wr = Moment of Inertia, l= Net Black Area, An = 646 ft -ft. t,Q in4/ft In -/It 0.00254 2.59 47--99 343.7 46.0 Axial : Fa = 0.25*Pm[1-(W1140r)^2}= 333psi (Allowable Anal Compressive Stress) fa(dl+ll) = P/An = 47 psi (Max. Axial Compressive Stress) fa(0.6dl+lat+upl) = 43 psi Bending: Fb Allowable =1 /3 Fm = 495 psi n=Es/Em= 21.5 k = 0.228 J =140 = 0.91 Max. Bending Stress, fb = ®psi Steel Bending Stress, fs = 19,320 psi Add'I fs = I 0 psi (Axial Tension) 1. Axial Compressive Stresses (DL+LL) fa/Fa F 0.14 < 1.0 2. Bending Comp. Stresses (0.6DI+Lat+UpI) fWFa + fb/Fb = 1 0.84 < 1.0 3. Steel Bending Stresses fs/Fs = 0.80 < 1.0 assumes Combined stresses results shall not exceed 1.33 unity value when using Kd =1.0 Combined stresses results shall not exceed 1.0 unity value when using Kd = 0.85 Project Name: Wall ID: Rochell Engineering, Inc. Consulting Engineers 205 Santillane Avenue Coral Gables, FL 33134 Antrobus Residence Ground,Level Wall with 4'-0' opening $" Masonry Wall Design w/ openings (Code Ref. ACI 630-08) Input Member Height, H Masonry Opening Width= Wall Thickness, t = Wall Vertical Reinforcing = Reinf. At Opening = Reinf. Area, Ast = Effective Section Width, b = Effective Depth, d = Tensile Strength, Fs = Comp. Strength, Fm = Mod. of Elasticity, Es = Mod. of Elasticity, Em = Wall Analysis: Acting Moment, M Reinf. Ratio, p = Radius of Gyration, r = h'!r = Moment of Inertia, I = Net Block Area, An = 500 ft4bs. 0.0079 2.59 47 < 99 343.7 In4/ft 46.0 In2/ft Dead Loads = Live Loads = Wind Uplift = Wind Loads = Lateral Loads = Wt. of Wall = 993 IbsA. 592 lbs./ft. 0 lbsJft. 43 psf 158 IbsA. 59 0 Ibs./ft. Load Comm nations• [ner 2010 Ft3C1 Dead Load + Live Load = 2,175 Ibs./ft. 0.6Dead + Lateral+ U13fift I 950 IbsA. Axial, 333 i Allowable Axial Compressive Stress) Fa = 0.25 Fm[1-(hl140r)21= ps fa(DL+LL} = PlAn = 47 psi (Max. Axial Compressive Stress) fa(0.6DL+Lateral+Uplift) _ 45 psi Bending: Fb =1/3 Fm = E45 PSI n = Es/Em = k= j = i4d3 = r ned Stresses: 1. Axial Compressive Stresses (DL+LL) fa/Fa + fb" = 2. Bending Comp. Stresses (0.6DI+Lat+Upn fWFa + tb/Fb = 3. Steel Bending -Stresses fs/Fs = fb = 407 psi is = 1 T, 2-7- -01 psi Add9 ft =0 psi (Axial Tension) c 1.0 < 1.0 < 1.0 Notes: Masonry design assumes special inspection provided & c oriforiming to 2010 FSC requirements Combined stresses results shall not exceed 1.33 unity value when using Kd =1.0 Combined stresses results shall not exceed 1.0 unity value when using Kd = 0.85 4 ROCHELL Ea1GlNEERING, INC. Project Name: Wall ID: Rochell Engineering, Inc. Consulting Engineers 205 Sandilane Avenue Coral Gables, FL 33134 Arnrobus Residence Ground Level Wall with 4'-6° opening 8—" Masonry Wall Design w/ Openi� ms (Code Ref: ACI 530-08) Input Data: Member Height, H = Masonry Opening Width= Wall Thickness, t = Wali Vertical Reinforcing = Reinf. At Opening = Reinf. Area, Ast = Effective Section Width, b = Effective Depth, d = Tensile Strength, Fs = Comp. Strength, Fm = Mod. of Elasticity, Es = Mod. of Elasticity, Em = Wall Analysis: Acting Moment, M = Reinf. Ratio, p = Radius of Gyration, r = h'/r = Moment of Inertia, i = Net Block Area, An = 484 it lbs. 0.0079 2.59 47 <99 343.71 In°/ft 45.0 In=/ft Dead Loads = Live Loads = Wind Uplift = Wind Loads = Lateral Loads = Wt. of Wall = 993 lbs tft. 592 IbsJft. 0 lbs -/ft. 43 psi 168 lbs./FL F ---59--o IbsAt. Load Combinations: leer 2010 FBC) Dead Load + Live Load = 2,175 1bs./ft. 0.6Dead + Lateral+ Uplift = 950 Ibs./ft. D Axial: Fa = 0.25'Fm[1-(h'/140r)"2]=El psi (Allowable Axial Compressive Stress) fa(DL+LL) = P/An = psi (Max. Axial Compressive Stress) fa(0.6DL+Lateral+Uplift) = psi Bending: Fb =1/3 Fm = 495 psi n = Es/Em = 21.5 k = 0.44 j =1*13 = 0.85 fb = 420 psi fs = I 11,638 psi Add'I is = 1 0 psi (Axial Tension) Combined Stresses: 1. Axial Compressive Stresses (DL+LL) fa/Fa + fb/Fb = 0.14< 1.0 OK 2. Bending Comp. Stresses (0.6DI+Lat+Upq fWFa + fb/Fb = 0.99 < 1.0 OK 3. Steel Bend' Stresses fs/Fs = 0.48 < 1.0 OK Notes: Masonry design assumes special inspection provided & conforming to 2010 FBC requirements Combined stresses results shall not exceed 1.33 unity value when using Kd = 1.0 Combined shesses results shall not exceed 1.0 unity value when using Kd = 0.85 Project Name: Wall ID: Rochell Engineering, Inc. Consulting Engineers 20S Sanallane Avenue Coral Gables, FL 33134 Artrobus Residence Ground Level Wali with 6'-W opening 8_AAasonn- Nall Descign w/ O�n-Ings (,Code R®f: ACI 530-081 Input Data: Member Height, H = Masonry Opening WtdI& Wall Thickness, t = Wall Vertical Reinforcing = Reinf. At Opening Reinf. Area, Ast = Effective Section Width, b = Effective Depth, d = Tensile Strength, Fs = Comp. Strength, I m = Mod. of Elasticity, Es = Mod. of Elasticity, Em = Wall Analysis: Acting Moment, M = Reinf. Ratio, p = Radius of Gyration, r = h'/r = Moment of Inertia, I = Net Block Area, An = Irel t Inzift Dead Loads = Live Loads = Wind Uplift = Wind Loads = Lateral Loads = MIL of Wall = 993 lbs./ft. 592 ibs./ft. 0 IbsA. 43 pct 240 lbs./ft. 590IbsA Load Combinations• Iger 2010 FBCI Dead Load + Live Load = 2,175 IbsJft. 0.6Dead + Lateral+ Uplift = 950 IbsJft. i Axial: Fa = 0.25*Fm[1-(h'/140rr21= 333 psi (Allowable Axial Compressive Stress) fa(DL+LL) = P/An = 47 psi (Max. Axial Compressive Stress) fa(0.6DL+Lateral+Uplift) I 49 psi Bending: 495 psi Fb=1/3F'm= n = Es/Em = 21.5 k= 0.49 j=140= 0.84 Combined Stases: + 1. Axial Compressive Stresses (0 6DI+Lat+U fa/Fa + fb/Fb = 2. Bending Comp. Stresses (• P4 fs/Fs = 3. Steel Bending Stresses fb = ®psi fs =F--8=,779psi Add9 fs = 0 psi (Axial Tension) 1.0 1.0 1.0 Nafew Masonry design assumes special Inspection provided & conforming to 2010 FBC mgulroments Combined stresses results shall not exceed 1.33 unity value when using Kd =1.0 Combined stresses results shall not exceed 1.0 unify value when using Kd = 0.85 Prolect— Enuineer. .► RMHELL ENGINEERING. �. Date: age: Ilk, An�.� 0 C:) i AAQ =teCleia� '- - .. ° t.;��,., .s,_� ;.'-ewes.--���_ .� '� �1,€•s �� s,.,�"` 250 Catatonia Avenue Suite 405 Coral Gables, FL 33134 Tet: 305.649.4049 Fac 305.649.4149 OF WALL OR COLUMN. EXIST. WALL OR COLUMN (TO REMAIN— (REFER TO PLAN) EXIST. CONC. — SLAB—ON GRADE (TO REMAIN) FULLY GROUT BOTTOM MASONRY CELL EXIST. WALL OR — COLUMN FOUNDATION DRILL THRU EXIST. FOUNDATION & INSTALL SCHEDULE REINFORCING W/EPDXY. 1(cv PROVIDE Y2" MIN. EXP. MATERIAL (TYP.) CONC. SLAB—ON—GRADE (REFER TO PLAN FOR SIZE & REINF.) (TYP.) " 8" PROVIDE #5 DOWELS ® 12" O.C. DRILL & EPDXY GROUT A MIN. 4" INTO EXIST. FOUNDATION EXIST. FOOTING ENLARGEMENT DETAIL ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET EPDXY—TIE" EPDXY MANUFACTURED BY SIMPSON STRONG—TIE CO. UNDER FL 11506.4 PRODUCT APPROVAL WHEN DRILLING INTO EXISTING CONCRETE, TAKE CARE AS NOT TO CUT OR DAMAGE EXISTING STEEL REINFORCEMENT co #5 010" O.C. EA. WAY 4.- TOP. W/HOOKED ENDS ROUGHEN FACE OF EXIST. FOUNDATION PROVIDE ,#5 010" O.C. W/STD. HOOKS 16 DO NOT EXCAVATE dG NEW\k BELOW EXIST. FOUNDATION ELEV. #5 010" O.C. BOTTOM. DOWELS W/ HOOKED ENDS EXIST. FOOTING ENLARGEMENT DETAIL ALL SPECIFIED EPDXY ADHESIVE MATERIAL SHALL BE "SET EPDXY—TIE" EPDXY MANUFACTURED BY SIMPSON STRONG—TIE CO. UNDER FL 11506.4 PRODUCT APPROVAL WHEN DRILLING INTO EXISTING CONCRETE, TAKE CARE AS NOT TO CUT OR DAMAGE EXISTING STEEL REINFORCEMENT Rochd Engineering. Iris. Project Title: 250 Catalonia Avenue - Suite 405 Engineer: ProW ID: Cored Cables, FL 33134 ProlectDescr: TeL (305) 649-4049 Fax (305) 649.4149 Wall Footln � r�uERcalc, INCwc. testa suadV=.vers. Description: 1`00bg EfftMawd Code Reftrences Calculations per Load Combinations Used: ASCE 7-05 General Information Material Properties Soil Design Valves fc : Concrete 28 day strength = 3.0 ksi Allowable Soil Bearing = 2.0 ksf fy : Rebar Yield = 60.0 Isi Increase Bearing By Footing Weight = No Ec : Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance (for Sliding) = 250.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Fdcfim Cif. 0.30 cp Values Flexure = 0.90 0.30 0.0 shear= 0.850 Increases based on footing Depth OB: Overburden Analysis Settings 0.0 Refute Depth below Surfaces =0.0 Allow. Pressure Ince per foot of depth it 0.0 ksf Min Steel % Bending Reid. = Min Allow % Temp Rdnf. = 0.00180 _ when base WN is Wow 0.0 ft Min. Overtuming Safety Factor = 1.50 :1 Increases based on footing 111riM 0.0 Min. Sliding Safety Facer = 1.50 :1 Allow. Pressure increase per foot of width = 0.0 ksf 0.0 AuloCelc Footing Weight as DL Yes when footing is wider than = ft Dimensions S Reinforcing Footing Widt► = 2.670 it Footing Thicicnes = 12.0 in Wall Thidmess - 8.0 in Rebar Centerline to Edge of Concrete.. Wail center offset from center of footing = at Bottom of footing 8 in 3.0 in Bars along X X Axis Bar spacing = 8.00 Reir f dng Bar Size = # 5 Loads _Applied D Lr L S W E H P: Column Load _ 1.50 02620 0.30 0.0 0.0 0.0 0.0 k OB: Overburden = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ksf V x 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k z 0.0 0.0 0.0 0.0 0.0 0.0 0.0kft Vx applied 0.0 In above top offoaft DESIGN SUMMARY NkL Ratio Item Appy Capacity Go renting Load Combineston PASS 0.9789 Sail ging 1.9% ksf 2.0 ksf +D+0.75OLr+0.750L+0. PASS Na Overturning - Z -Z 0.0 kit 0.0 k ft No overturning PASS n/a Sliding -X X 0.0 K 0.0 k No Skit PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.007367 Z Flexure (+)j 0.1317 k - ft 17.879 kit +1.20D+0.50Lr+1.60L+ PASS 0.01534 Z Flexure (-X) 02742 kit 17.879 k -ft +0.90D+E+1.60H PASS Na 1 -way Shear (+)) 0.0 psi 93.113 psi n/a PASS 0.09913 1 -way Shear (X) 9.230 psi 93.113 psi +120D+0.50Lr+1,60L+ Rochd Engineering, Inc. Proied Titin 250 Catalonia Avenue - Suite 405 Engineer: Prom ID: Corm Gables, FL 33134 f0iW Descr: Tel. (305) 649-4049 Fax (305) 6494149 FW WA -2 Wall Footing MC, INC.9i M33. BWU13 R eNE .' Description : Exp Fooft EnWgeYnt DoWlel Results Soil Gross Allowable +z D Only 2.0 ksf 6.359 in 0.0 ksf 1.551 ksf 0.776 +D+L+H 2.0 ksf 6.584 in 0.0 ksf 1.840 ksf 0.920 +D+Lr+H 2.0 ksf 6.559 in 0.0 ksf 1.804 ksf 0.902 +D+S+H 2.0 ksf 6.359 in 0.0 ksf 0.0 ksf 1.551 ksf 1.958 ksf 0.776 0.979 +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H 2.0 ksf 2.0 ksf 6.658 in 6.534 in 0.0 ksf 1.768 ksf 0.884 +D+W+H 2.0 ksf 6.359 in 0.0 ksf 0.0 ksf 1.551 ksf 1.551 ksf 0.776 0.776 +D+0.70E+H +D+0.750Lr+0.750L+0.750W+H 2.0 ksf 2.0 ksf 6.359 in 6.658 In 0.0 ksf 1.958 ksf 0.979 +D+0.750L+0.750S+0.750W+H 2.0 ksf 6.534 in OA ksf 0.0 ksf 1.768 ksf 1.958 ksf 0.884 0.979 +DA.750Lr+0.750L+0.5250E+H 2.0 ksf 6.658 in 0.0 ksf 1.768 ksf 0.884 +D+0.750L+0.750S+0.5250E+H 2.0 ksf 2.0 ksf 6.534 in 6.359 in 0.0 ksf 0.9307 ksf 0.465 . +0.60D+W+H +0.60D+0.70E+H 2.0 ksf 6.359 in 0.0 ksf 0.9307 ksf 0.465 Overtuming Stability 17.879 OK , +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L 0.4094 0.1295 units Rotation Axis & Load Combinamn 0.2592 Overdnming Moment Resisting momwd StabiUty Ratio stow Footing Has NO Overturning 0.3979 X Bottom Bottom 0.2592 02592 Min Temo % Min Tema % Sliding Stability 17.879 OK +120D+1.60Ljr+0.80W +1.20D+0,50L+1.605 0.1218 0.3771 +X -X Force Application Axis Load Combination.... Vu @ X Vu SUdin9 Force vu:eaax Resisting Force Sliding SafeljrRatio �w•-- +1.40D Footing Has NO Slift 0 Dsi 8.48 psi 9.230m 93.113 Dsi 93.113 cosi 0.09108 0.09913 OK OK +1.20D+0.501.r+1.60L+1.60H 9.23 Dsi 8.81 0 psi 0 psi Footing Flexure Mu Which Tension @ Bot As Raga Gvm. As AZW As Phi"Mn 0 psi Flexure Axis $ Load Combination t g Side ? or To ? hO2 W2 bf2 k -t Statins .+1.40D 0.4266. 0.1169 X +X Bottom Bottom 0.2592 0.2592 Min Two % Min Temo % 0.465 0.465 17.879 17.879 OK OK +1.40D , +1.ZOD+0.50Lr+1.�L+1.60H 0.4127 X Bottom 0.2592 02592 Min TemD % Min Te no % 0.465 0.465 17.879 17.879 OK OK . +1.20D+0.50Lr+1.60L+1.60H +1.20D+1.60L+0.50S+1.60H 0.1317 0.4026 +X -X Burn Bottom 0.2592 Min Tema % 0.465 0.465 17.879 17.879 OK OK . .+1.20D+1 6OL40 60S+1 60H 0.1249 +X Bottom Bottom 0.2592 0.2592 Min Temp % Min Term % 0.465 17.879 OK , +1.20D+1.60Lr+0.50L +1.20D+1.60Lr+0.50L 0.4094 0.1295 -X +X Bohan 0.2592 Min Temp % 0.465 0.4 5 17.879 17.879 OK OK , +1.20D+1.60Lr+0.80W 0.3979 X Bottom Bottom 0.2592 02592 Min Temo % Min Tema % 0.4665 17.879 OK +120D+1.60Ljr+0.80W +1.20D+0,50L+1.605 0.1218 0.3771 +X -X Bottom 0.2592 Min TemD % 0.465 0.465 17.879 17.879 OK OK , +1.20D+0.50L+1.60S 0.1079 +X Bottom 02592 02592 Min Temp % Min Temp % 0.465 17.879 OK +1 ZOD+1.�S+0.80W 0.3656 0.1002 X +X mom Bottom 02M Min temp % 0.465 17.879 OK , +1.20D+1.60S+0.80W +1.20D+0.50Lr+0.50L+1.60W 0.387 X atom 0X92 Min Temp % 0.465 0.465 17.879 17.879 OK OK , +120D+0.50Lr{O.�L+1.60W 0.1146 +X Bottom 02M 0.2592 Min TemD % MIm Temp % 0.465 17.879 OK , +1.20D+0.50L+0.50S+1.80W 0.3771 0.1079 X +X Bottom Bottom 0.2592 Min Temp % 0.465 17.879 OK . +1.20D+0.50L. 0.50S+1.60W 0.3771 X Bottom 0.2592 Min TemD % 0.465 17.879 OK +12pD+0 50L+020S+E +1.20D+0.50L+0.20S+E 0.1079 +X Bottom 02592 Min Temp °/° % 0.465 0.465 17.879 17.879 OK OK , +0.90D+1.60W+1.60H 02742 -X Bottom Bottom 02592 02592 Min TemD Min Temp % 0.465 17.879 OK +0.90D+1.60W+1.60H 0.07512 02742 +X X Bottom 02592 Mm Temp °Jo 0.465 17.879 OK +0.90D+E+1.60H +0.90D+E+1.60H 0.07512 +X Bottom 0.2592 Min Temo % 0.46:i u � kk OK Ma Wav Rhmr Load Combination... Vu @ X Vu +X vu:eaax rm vu •� �_.. •.• �w•-- +1.40D 8.48W 0 Dsi 8.48 psi 9.230m 93.113 Dsi 93.113 cosi 0.09108 0.09913 OK OK +1.20D+0.501.r+1.60L+1.60H 9.23 Dsi 8.81 0 psi 0 psi 8.81 Dsi 93.113 DW 0.09461 OK +1.20D+1.60L+0.50S+1.60H +120D+1.60Lr+0.50L psi 9.096 psi 0 psi 9.096 osi 93.113 oW 0.09768 0.09252 OK OK +1.20D+1.60Lr+0.80W 8.615 Dsi 0 DSi 0 8.615 Dsi 7.75 osi 93.113 psi 93.113 psi 0.08324 OK +1,20D+0.50L+1.60S 7.75 psi DSI Rodid Engineering, Inc. Project Title: 250 Catalonia Avernie - StO 405 Engineer a ID: Prolect Coral Gables, FL 33134 Tel. (305) 6494049 Fax (305) 6494149 Wall Footing ENEWAMINC. 198M1133,38uMM8.3-1 .00ROCHELL ENGINE, Description : BOM FOM E*Memwt +120D+1.6DS+0.80W 7.269 Di 0Dei 7.269 Ed 93.113 Ds! 0.07807 - 420D+O.5W40.50L+1.60W 8.171 OW 0 rW 8.171 091 93.113 r)i 0.08M +1.20D+0.50L-F0.50SA.BOW 7.75 csi 0 asi 7.75 0si 93.113 osi 0.08324 OK OK OK Rodhell Engineering, Inc. Project Title 250 Catalonia Avenue - Suite 405 Engineer'. Proiect ID: Coral Gables, FL 33134 Project Dean f Tel. (305) 649-4049 Fax (305) 649149 Wall Footing c,114CJM a a, 13U,' Description: Fw" Enlargement One Way Shm Units : k CGMWm tion_ Vu @ -X Vu @ +X Vu:Max Phi Vn Vu 1 phm Status _Lead +120D+0.50L+0 24S+E 7.75 p91 0 Dsi 7.75 psi 93.113 psl 0.08324 OK 40.90D44 60W+1 60H 5.452 nsi 0 usi 5.452 osi 93.113 psl 0.05M OK +0,90D+E+1.60H 5.452 qsi 0 DSI 5.452 DSi 93.113 psi 0.05855 OK