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RC-10-17-2461 ST Calculations0 0 0 000 0 0 0 000 0o 00 0 0 O 00 0o 0 o 0 0 0 0 O 0 0 0o 0 0 0 0 000 0 FLORIDAtNEROYEFFICIENCY CODE FOR BUILDINGoCQNSTRUCTION Er0 0 . LeaRageT, *t Report PrescrtptiVe aKd performance Method Project Name: IVLIS DURAN 0 0 0 0; o o, 9 0, Mildeu lame: Street: 541 NE 106 ST o c e u 0 0 0 o permit dflice: City, State, Zip: Miami Shores, FL , 33138 0 o c o 0 0 0 o 0: Vognital Imber: Design Location: FL, Miami Jurisdiction: 232600 Cond. Floor Area:: 1780 sq.ft. Cond. Volume: 14240 cu ft. Envelope Leakage Test Results Regression Data: N n: Single or Multi Point Test Data R: HOUSE PRESSURE FLOW: 1 Pa cfm 2 Pa cfm 3 Pa cfm 4 Pa cfm 5 Pa cfm 6 Pa cfm Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off, and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: 5/22/20171:38 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software O� THE STA \.._: ..J Page 1 of 1 .......... 10 EN FORM R405-2014 ' 'TABLt •402*4.•1 1 = 1 No. 1232: yc AIR BARRIER AND INSULATION INSPEETI©V COMPO$IW CRITERIA . . Project Name: IVLIS DURAN : ••, •�, ,gyild'Or Name: : G STATE OF c, -�Z ' ' •'•.FLORIOP•"% - Street: 541 NE 106 ST Permit Office: �� City, State, Zip: Miami Shores, FL, 33138 Permit Number: -.. -'/11 Owner: IVLISDURAN .• • . .• •••Jgfi98ction: 232600 1NA1. ' : : : j t Design Location: FL, Miami • : • : : : • • COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. / Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the / insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic V spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. / The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/doorjambs and framing and skylights and framing shall be sealed. Rimoists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside of and cantilevered floors) subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or l/ unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available )/ space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 5/22/2017 1:37 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 `\\\111tlllf//7,, \\. Fz : RF x ...• . FORM R4 5-2014 • • • 4 _ MAND TORY REQUIREMENT'S = (Contirnidd) ' "' = No.12.32 : * =- / 0` R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRkotal capacity is a r1kninal, rating; vat d shall not be used for equipment sizing. Mr rmLacture�eexpa4ded pejj4rmanUdata shall 9e.eeQ to select cooling -only equii art. This selection shall be used to select mating -only equipment. Th=s selectit shgA be based o utdoor d Ib ter ture for the load calculation (or entering water t4m&r4Ju& for wafer -source equipment), the blower c o(jW4 by a ex 2Cnded'performance data, the design value for entering wet bulbotempOralure "line sign AN' for entering dry bulb"te to .LOF .. Design values for entering wet bulb and drybulb temperature shall be for the indoor dry bulb and rat 'a )N*1 Used for the load calculation and shall be adjusted for retuei,side geins4f the ietum edct(IJil installed in an unconditioned space. Exceptions: ', ;'; : : :•• .' 1. Attached single- and mulamily rlidel1tial Bqt p4l siiiNg may be selected so that its cooling rapacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. /R403.6.1.2 Heating equipment capacity • R403.6.1.2.1 Heat pumps. Heal pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. • R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. �R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall '`r 1 Include automatic controls capable of shutting off the system when the pavement temperature is above 55'F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. 13 R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground 'spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 5/22/2017 1:36 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 . . ... . . . . .. . MANDATORY REQUIREMENTS - (Continued) . . R403.2.3 Building Cavities (Mandatory). BuN ping Ihiffiing cadtjpscbyl not 6a rsed as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be Insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. : : : : : • : • • , R403.4.1 Circulating hot water systems (Mandatory) 9 •G!irculating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. li R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 % inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls • R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). • R403.4.4.1.2 Shut down. A separate switch or a dearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403A.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal: and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403. Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. OR GI G� o�cerasE'" :LF No.12324 it _ * * cc STATE OF PLO 5/22/2017 1:36 PM EnergyGauge@ USA - FlaRes�014 - Section R405.4.1 Com ''//SS/ONN6 2 of 3 . • FORM R405-2014 : • Florida Departmej-It of E2usineSs and:Professional Regulations Residential Whole Buildina Performance and Prescriptive Methods ADDRESS: 541 NE 106 ST • • • Poit N liner: Miami Shores, FL, 33138 : : ••• • •: •: NDATORY REQUIREMENTS Set? indtiiduaicode sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to•beraccerateeng ctrtdbt k4fdre final approval of the building for occupancy. Florida law [Section 553.9085, Florida Statues] requires the LPP.L di" cird:to be nclurled as -an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card cpnQin$ irQorQi•a or:indicatiny the energy performance level and efficiencies of components • installed in a dwelling unit. The building official shal✓,veny, that the EPL dlsdlVwFidoompleted and signed by the builder accurately reflects the plans and speclfi lions submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 rr leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sectio R402.1 through R402.4.4. 64 R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402A.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturers instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. • R402A.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. �IR402.4.2 Fireplaces. New wood -burning fireplaces shall have fight -fitting flue dampers and outdoor combustion air. R402.4.3 Fenestration air Ieakage)/Vindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/ni and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMAIWDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. I/ Exception: Site -built windows, skylights and doors. R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfin (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall 1U[❑n// be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Ijy R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heal pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heal pump compressor can meet the heating load. R403.2.2 Sealing (MandatoryAll ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturers air handler enclosure. All register boots shall be taped or otherwise sealed during the test. v1111111// 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feel (9.29 m2) of'��,.,.�•y�Ar,�r••�onp� fl red,rg7hen tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturers air handler e(1c1gg�.i4A•r �hIaf�J a taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage sa g3civa 41 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. V : Exceptions: ,:• 4 •: No 1Z32 1. The total leakage test is not required for ducts and air handlers located entirely within the building env@lope. * _ 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. "0 p� OF ,n 5122/2017 1:36 PM EnergyGauge®USA - FIaRe52014 -Section R405.4.1 Cam i rQ�n • P��, SSIONAL yylflllllllll\ 0 0 000 0 0 0 000 eo 00 0 0 0 oe 00 FORM R405-2014 ° e ° ° ° e o ° 0 0 0 0 0 oeo 0 0 0 o 0 0 0 0 o e .a o o • ••• ENERGY PER*F*0*" RMANCE LEVEL (EPL) *00 0 0 MPILAY Co e#RD ESTIMATED ENERGY PERFORMANCE INDEX* = 95 The lower the ErVtgy11e9foAanU4n1ex, #-;e more efficient the home. e ee • 541 NE 10& ST°, Miarrfi iSh6fes, FL, 33138 1. New construction or existing Existing (Projecte 2. Single family or multiple family Single-family 3. Number of units, if multiple family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1780 7. windows" Description Area a. U-Factor: Dbl, U=1.00 275.17 ft2 SHGC: SHGC=0.25 b. U-Factor: NIA . ft2 SHGC: c. U-Factor: NIA ft2 SHGC: d. U-Factor: NIA ft2 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.250 8. Floor Types Insulation Area a. Crawlspace R=19.0 1360.00 ft2 b. Slab -On -Grade Edge Insulation R=0.0 420.00 ft2 c. N/A R= ft2 9. Wall Types Insulation a. Concrete Block - Int Insul, Exterior R=4.0 b. NIA R= c. NIA R= d. NIA R= 10. Ceiling Types Insulation a. Under Attic (Vented) R=30.0 b. NIA R= c. NIA R= 11. Ducts a. Sup: Attic, Ret: Attic, AH: ENTIRE HOUSE 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat 14. Hot water systems a. Electric b. Conservation features None 15. Credits 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: Area 1488.00 ft2 ft2 ft2 ft2 Area 1780.00 ft2 ft2 ft2 R ft2 6 356 kBtu/hr Efficiency 41.5 SEER:16.00 kBtu/hr Efficiency 32.0 COP:1.00 Cap: 1 gallons EF: 0.96 Pstat *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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/22/2017 1:36 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 • ' ' '0 INS SYSTEM _ # System Type Subtype • , 6fliciew: Capacity Air Flow SHR Block Ducts 1 Central Unit jplif: • • ; • IjEEF:16 41.5 kBtu/hr 1245 cfm o.75 1 sys#1 • • • HOT WATER SYSTEM # System Type SubType Location. . BF •• ;Cap," Use SetPnt Conservation 1 Electric Tankless ENTIRE y6 61E9s ., •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 ft� DUCTS -- Supply -- -- Return -- Air CFM 25 CFM25 HVAC # J # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heal Cool 1 Attic 6 356 ft' Attic 89 fl° Default Leakage ENTIRE H (Default) (Default) 1 1 TEMPERATURES Programablre Cj(oiling Fans: ,Thermostart:,JY Heating Jan Feb [ j [XJ Mar [mayDC]� ([J�] Jul f[XJ� Aug [[X]] r Sep Oct NovrX'] [(X]� Nov Dec [ Dec Venting I 1 l l Jan [ 1 Feb L 1 [X] Mar Apr [ May [ ] Jun [ ] Jul [ ] [ ] Oct [X] [ ] Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 �%%II I I1111,1 .`�� G. REFV�'�., �\Q�'�ISSE•'� * LU * OF S I '//lllllllll�` �, 4 5/22/2017 1:35 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 • ' •'• CEILING # Ceiling Type $pace . R-value • In! Sype Area Framing Frac Truss Type 1 Under Attic (Vented) • FFFF�TIRE H&US;r y0 ' : Blown 1360 fill 0.11 Wood 2 Under Attic (Vented) • , • AD[1hION•: • •.''C• • • • ;town 420 ft2 0.11 Wood . WAL4.j. .. / Adjacent •: : Cevi;y ' •P/idth •• Height Sheathing Framing Solar Below V # Omt To wall --Type $P. -1lal�je-O-N.-In•' Fr In Area R-Value- Fraction Absor-- Grad;/ _ 1 N • • . Exterior Concrete Block - Int InsEINTIRE HOU 4 42 5 8 339.3 W 0 0.75 0 -2 E Exterior Concrete Block - Int InsiONTIRE HOU 4 38 0 8 304.0 ft' 0 0.75 0 3 S Exterior Concrete Block - Int Ins®NTIRE HOU 4 42 5 8 339.3 R' 0 0.75 0 -4 W Exterior Concrete Block - Int Ins®NTIRE HOU 4 4 0 8 32.0 ft2 0 0.75 0 5 N Exterior Concrete Block - Int Ins81NTIRE HOU 4 17 7 8 140.7 ft' 0 0.75 0 6 W Exterior Concrete Block - Int Ins®NTIRE HOU 4 24 0 8 192.0 ft' 0 0.75 0 7 S Exterior Concrete Block - Int InsiONTIRE HOU 4 17 7 8 140.7 ft2 0 0.75 0 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Metal Double (Tinted) Yes 1 0.25 30.0 ft- 1 ft 0 in 2 ft 0 in Drapes/blinds None 2 N 1 Metal Double (Tinted) Yes 1 0.25 18.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 3 N 1 Metal Double (Tinted) Yes 1 0.25 19.5 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 4 E 2 Metal Double (Tinted) Yes 1 0.25 39.0 ft' 1 ft 0 in 2 ft 0 in Drapes/blinds None 5 E 2 Metal Double (Tinted) Yes 1 0.25 12.0 ft' 1 ft 0 in 2 ft 0 in Drapes/blinds None 6 E 2 Metal Double (Tinted) Yes 1 0.25 24.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 7 S 3 Metal Double (Tinted) Yes 1 0.25 24.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 8 S 3 Metal Double (Tinted) Yes 1 0.25 54.7 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 9 S 3 Metal Double (Tinted) Yes 1 0.25 4.5 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 10 S 3 Metal Double (Tinted) Yes 1 0.25 12.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 11 W 4 Metal Double (Tinted) Yes 1 0.25 4.5 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 12 N 5 Metal Double (Tinted) Yes 1 0.25 24.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None 13 S 7 Metal Double (Tinted) Yes 1 0.25 9.0 ft2 1 ft 0 in 2 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000203 949.3 52.12 98.01 .1403 4 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COPA 32 kBtu/hr 1 sys#1 7 / • yAT OQ -4 �� F� •�� ' 5/22/2017 1:35 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 tC6mojiant/v�pa,,/�'�tE r�j�O� �` Page 3 of 4 FORM R405-2014 • ••� PROJECT Title: IVLIS DURAN • Be�lroorrks� •. 3 •: • Address Type: Street Address Building Type: User • • • OondAonep Are4 •1780 • Lot # Owner: IVLIS DURAN : : Tclal Sto' rig ,•, 1 •.• • Block/SubDivision: # of Units: 1 • Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 541 NE 106 ST Permit Office: . Craas•/en3latio� � ,' • County: Miami -Dade Jurisdiction: 232600 • • Wteoie:Hwss Fan: * • • ' City, State, Zip: Miami Shores, Family Type: Single-family • ; : : : : : • • • FL. 33138 New/Existing: Existing (Projected) •' ' • ' Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp v 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 1780 14240 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 ENTIRE HOUSE 1360 10880 Yes 2 2 1 Yes Yes Yes 2 ADDITION 420 3360 No 2 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Crawlspace ENTIRE HOUSE 123 ft 0 1360 ft' 19 0 0 1 2Slab-On-Grade Edge Insulatio ADDITION 59 ft 0 420 ft- __ 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 Composition shingles 1876 ft2 0 W Medium 0.85 No 0.9 No 0 18.4 ATTIC / V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1780 ft- N N .......... d, . Q': 07cr ryr�' i 5/22/2017 1:35 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compl ant/41911r°, I I \ \ \\\ F� t Page 2 of 4 FORM R405-2014 ' FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of BusineE s prtdvromsibbal•R't3gulption - Residential Performance Method Project Name: IVLIS DURAN Builder Name: Street: 541 NE 106 ST •, , , „ Pecnit Once: City, State, Zip: Miami Shores, FL, 33138 •, ;' ; ; ; ;prmiiNumber: Owner: IVLIS DURAN : • • • • Jurisdiction: 232600 Design Location: FL, Miami • • • : : • • • • C6E4! Miami -Dade (Florida Climate Zone 1 ) 1. New construction or existing Existing (Projects 9. Wall Types (1488.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.0 1488.00 ft' b. N/A R= ft' 3. Number of units, if multiple family 1 c. N/A R= ft' 4. Number of Bedrooms 3 d. N/A R= ft' 10. Ceiling Types (1780.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1780.00 ft' 6. Conditioned floor area above grade (W) 1780 b. N/A R= ft' Conditioned floor area below grade (ft') 0 c. N/A R= ft' 11. Ducts R ft' 7. Windows(275.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: ENTIRE HOUSE 6 356 a. U-Factor: Dbl, U=1.00 275.17 IF SHGC: SHGC=0.25 b. U-Factor. N/A W 12. Cooling systems kBtulhr Efficiency SHGC: a. Central Unit 41.5 SEER:16,00 c. U-Factor. N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Strip Heat 32.0 COPA.00 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.250 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (1780.0 sqft.) Insulation Area EF: 0.960 a. Crawlspace R=19.0 1360.00 ft' b. Conservation features b. Slab -On -Grade Edge Insulation R=0.0 420.00 ft' None c. N/A R= ft' 15. Credits Pstat Glass/Floor Area 1 Total Proposed Modified Loads: 76.41 PASS Total Baseline Loads: 80.84 \\�11�1'Ih�Y�f/777 I hereby-dla h• plans antl sp f�,ations covered by Review of the plans and OF'EHE S74� this cal�ilatj�n in c mpliance wjt�r Florida Energy specifications covered by this Code._ " ,�rh - / t __ calculation indicates compliance �O with the Florida Energy Code. F m„�. �• ��•�,•�°„ PREP -A BY: lll�� Before construction is completed r' 0 © DATE this building will be inspected for compliance with Section 553.908 y .• OQ`: ` I herebytth' 19n I ned, is in compliance �� lS-k411 L � �@s\9 P with the Flolidp7 Florida Statutes. C'Op �M N� OWNER/AGENT/f f I I I i111`\ BUILDING OFFICIAL: DATE: DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 5/22/2017 1:35 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FOkl R405-2014 RESIDENTIAL ENERGY 601,V$ERV.4T:ON CODE DOCUMENTA TION CHECKLIST Florida Department of Bujinggs Md Professional Regulation Simulated Perfb4rmOgCe:A3ter&e#ve (*e(formance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the reside ra/ Simulated Performance method shall include VA his checklist Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). nergy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 5/2212017 1:35:19 PM EnergyGaugeO- USRCSB v5.1 \\ylllllllll//rr�i `GSp1SE •. V � y gZa * W= W— ' *, ON Z~ �,pt�11 SSPO ik\�p(� '�� FSSIONP• "''i Page 1 of 1 1 FORM J1AE a ABRIDGED VERSION of MANUALA 8TH EDITION Project I IVLiS DURAN ADDITION Design Stave & City Florida Miami CO ------------ ,fir ' Indoor DesignHeatin db 70 Outdoor 99%db 43 HTD 27 1� Indoor Design Cooling db 75 Outdoor 1% db 91 CT D 16 Indoor Design Cooling RH 50% Grains Difference 69 Daily Range Median J Latitude 28 Elevation 15 ACF 1 000 Block Load Room—> ENTIRE HOUSE Room ADDITION Glass Heating Cooling Net Heating Cooling Net BTUH Net BTUH Direction Construction Detail HTM HTM Area BTUH BTUH Area Heating Cooling Area Heating Cooly Windows N 1A-c SINGLE PANEL OPERABLE WINDOWS OR SLINDING 34.29 30.00 92 3155 2760 68 2332 2040 24 a23 720 Mtut & Glass EM+ 1A-c SINGLE PANEL OPERABLE WINDOWS OR SLINDING 34.29 81.70 81 2760 6577 81 2760 6577 Doors S 1A-c SINGLE PANEL OPERABLE WINDOWS OR SLINDING 34.29 30.00 100 3412 2985 91 3103 2715 1 9 309 270 66 Skylights 7 Wood & a E SOLID CORE WITH WOOD STORM 12.69 12.22 Metal b Doors c 8 Above Grade Walls a 13A-4oc w BLOCK ANY EXTERIOR FINISH R-4 BOARD 3.86 2.19 1408 5436 3081 • b c d e Partition Walls f 9 9 Below Grade Walls a 10 1Ceiiings I a 116B-30VENT ATTIC 1 2.19 1 4.13 1 1780 1 3893 1 7353 Partition Ceilings d e 11 Passive Floors a 19A-11p; CRAWLSPACE FLOOR 1.46 0,77 1760 2570 1362 1360 b Exposed Floors c Stab Perimeter Ft d 22A-PH NO INSULATION BELOW FLOOR 36.67 Basement Floor 0 Partition Floors f 9 12 I fittratlon Envelope Leakage Average Heated 6 Cooled Floor Area = Sq. Ft. 1780 Above Grade = Cu. Ft. 1 14240 1 2679 835 WAR No. of Fireplaces 0,75 13 Internal Gains Number of Bedrooms 3 Occupants 4 920 2 Appliance -1200 BTUH 1200 14 Sub Totals 23904 27073 15 Duct Loss & Gain 7E-T&B SA in Attic, RA Riser In Fbor to Ceiling Chase, Penmeter Supply Outlets 4089 7796 R Value = 6 L e Class .12/.24 0.171 [a 0.288 ® Installed Square Feel of Surface or Default =1 Supply 1 I Return 1 16 VerWlation lCombustion Au From Conditioned Space Elurnace Water Heater None 19 Blower Heat Gain IManufacturees performance data has no blower heat discount 1707 20 Total Sensible Loss or Gain 27993 36576 VICTOR REEVE 13832 SW 156 STREET MIAMI FLORIDA 33177 P.E 012324 TEL. 305-378-6925 TOTAL COOLING LOAD =40583 BTUH 21 Latent Infiltration bad for cooling 2227 Latent bad for occupants 800 Latent bad for plants I Small Medium Large Latent bad for duct in unounditioned space 980 Latent ventilation bad for cooling ITotall Latent Gain 4007 0 •00000 • r o e e 00000• 0 e 000000 r 0 0 00 0000e o e 0 0000e 00 000000 • 0 0 0 0oo•e• oe 0 0 0eo000 0 0 e 0 • 400 2001 WAR 1 678 624 0.25 211 460 2 19079 22509 5 -f ir 3264 6482 r2>iT5 •• Se314 •'�•. �% be >2343 28991 5651 i 1 ICS 0FESS o ,s°In. y Miami Shores Village s.��Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained bY-t&1 J-e3�'q#fJ"7adt6 perform special inspector services under the Florida. . Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the �0 g C /0 7 WhAni 5 -� project on the below listed structure as of o 1 Z C> (date). I am a registered i 7 �C FC- - arch itect/professionaall engineer licensed in the State o lorida. Process Number: Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for — Trusses > 35 ft. long or 6 ft. high _ St Framing and Connections welded or bolted Soil Compaction _ Precast Attachments oofing Applications, Lt. Weight. Insul.Conc. _ Others Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative 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 assign by 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 Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores 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 Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .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 work under each Building Permit, I will -submit to the Building Inspector at the time of the final inspection the completed inspection leg form iwd d sealed statement indicating that, to the best of my knowledge, belief and professional judgment iltose-por ions of the project outlined above meet the intent of the Florida Building Cpttt�nd are i substantial-ac, dance with the approval plans. A - _ _ Engineer/Architect - Name Sig led nth"&: l d Print - Date: o c� Address l 3 E3t4 ( Ste' I I S i NL�a . FL 33 t t' i Rick Scott Mission: Governor To protect, promote & improve the health of all people in Florida through integrated /►� Celeste Philip, MD, MPH state, county & community efforts. HEALTH Surgeon General and Secretary Vision : To be the Healthiest State in the Nation November 02, 2017 (EMPIRE) 2423 SW 147 Avenue 344 Miami, FL 33185 RE: Contingency Letter Application Document No: AP1309585 Centrax Permit Number: 13-SM-1793452 OSTDS Number: 530 NE 107 St Miami, FL 33138 Lot:9 1/2 & 2 8 Block:109 Subdivision: Dear Applicant: This will acknowledge receipt of an application dated 10/04/2017 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined your existing system is adequate for the proposed use. Scope of work: Addition of a new Master Bedroom and proposed bathroom. NO OBJECTION letter issued by Gerard Philizaire on 11/02/2017 If you have any questions on this matter, please call our office at (305) 623-3500. Enclosures cc: Sincerely, Gerard Philizaire, Engineering Specialist II Florida Health -,ti-Dad` County nCT�- ..I Florida Department of Health w .FloridasHealthxom in DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St, Opa Locka, FL 33056 FACEBOOK:FLDepartmenlofHealth PHONE: (305) 623-3500. FAX: (305) 623-3645 1 YOUTUBE: fldoh +M'®M Water & Sewer Department New Business Office P.O. Box 330316 Miami, FL 33233-0316 Invoice Number Customer Number Invoice Date Business Process Number (X) Total Amount Due PEDRO G PEREZ 13369 SW 42 ST MIAMI FL 33175 Note: VF FEE FOR A 264 SF ADDITION TO EXISTING SFR, TOTAL PROPOSED 1,792 SF @ 530 NE 107 ST, FOLIO 112310140060, PROCESS M2018000461, VF 201767103 ER Water ER Sewer Agreement ID Invoice N00040827 00013052 October 18, 2017 2018010612 $30.00 Description JO/Agmt Qty UOM Unit Price Charge Amt Interest Line Total 30.00 30.00 0.00 30.00 Total Standard Charges Total Invoice $30.00 $30.00 OF REGUILATORY 8 ECONOMIC RESOURCES 10/19/2017 14:43 REGISTER : TCPM939R CENTRAL CASHIER : YDENIS TRANSACTION It: 34171019WA PROCESS # : X2016010612 CASH TENDERED , t30.00 Printed on 10/19/2017 by e309866 at WESTOFFICE Water and Sewer PO Box 330316 • 3071 SW 38 Avenue MIAM14 DE Miami, Florida 33233,0316 ►J VERIFICATION FORM T 305-665-7471 T VALID WITHOUT A PAID INVOICE AND EXPIRES ONE YEAR FROM THE DATE ON FORM Al A'GE:'9" E-7 INV#: 40827 FORM #: 201767103 DATE: 10/18/2017 NAME OF OWNER: IVLIS DURAN MANTILLA - M2018000461 PROPERTY ADDRESS: 1530 NE 107 ST PROPOSED USAGE / DDITION OF 264 SF TO EXISTING SFF NO. OF UNITS: REPLACES: PREVIOUS EXISTING SFR PER PTXA, CCB ACCT 8 USAGE I NO. OF UNITS: PROPERTY LEGAL: AMD PL MIAMI SHORES SEC 5 FOLIO NUMBER: 1 11_2310-140-050 1 GALLONS PER DAY INCREASE: L_0� PROPOSED FLOW: F 220 PREVIOUS SQUARE FOOTAGE: F 1,528 ❑ NEW CONSTRUCTION PREVIOUS FLOW: 220 PROPOSED SQUARE FOOTAGE: 1,792 © INTERIOR RENOVATION ADOPTED FLOW: 0 ❑ CRITICAL HABITAT ❑ SEWER ONLY THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) _8_ INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHDRAWAL. William Martinez - New Business BY i , 60L Representative SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: NNI, VF $30 - IF A NEW SERVICE IS REQUIRED, MUST BE INSTALLED ON WTR MAIN BUTTING FRONT OF PROPERTY AT OWNERS EXPENSE. THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES NOT HAVE A(N) _ _ INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A ). SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AG CIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENTS SYSTEM MUST BE OBTAINED FROM D.E.R.M. THE ANTICIPATED DAILY WATER AND/OP/SEWAGE FLOW FOR THIS PROJECT WILL BE: NO GALLONS [01 GALLONS PER DAY INCREASE. C William Martinez -New Business Representative BY:---7jj 4A� SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS: Subject to RER terms & conditions set forth in Consent Decree (Case No.1:12-CV-24400-FAM) or DOH Onsite Sewer Treatment & Disposal Rules & Statutes THIS VERIFICATION LETTER CERTIFIES THE AVAILABILITY OF A WATER AND/OR SEWER MAIN ONLY, AND IT DOES NOT GUARANTEE THE EXISTENCE OF A WATER SERVICE LINE OR OF A SEWER LATERAL WITH SUFFICIENT DEPTH TO SERVE THE PROPERTY. FOR ADDITIONAL INFORMATION CALL 786-268-5360. SHOULD IT BECOME NECESSARY TO INSTALL A SERVICE LINE AND/OR A SEWER LATERAL WASD REQUIRES THAT THE DEVELOPER RETAINS SERVICES FROM DESIGNERS AND CONTRACTORS WITH SKILL SETS FOR DESIGNING, BUILDING AND CONNECTING TO PUBLIC WATER AND SEWER SYSTEMS. CONTACT NAME: PEDRO PEREZ Printed On: 10/18/2017 NB: William Martinez CONTACT PHONE: 305 223- 9 % 9:15:53 AM PR: AUTHORIZED BY: �g�% 1� noe MIAMI-DADE COUNTY MUNICIPRL INSPECTION REG!UIREMENTS AND RECORD 11/06/2017 MUNICIPRL NO.20i8-007634 FOLIO: 11223101.40050 70B SITE ADDRESS 530 NE 107 ST PROPOSED USE SINGLE FRM RES-CLUST-ZERO LOT -TOWN H /NEW BEDRM AND BATH LEGAL 36 52 41 31 52 42 PB 10-47 AMD PL MIAMI SHORES SEC 5 APPLICATION TYPE ADD ATTACHED 120 SOFT 1 UNITS 1 FLOORS OWNER NAME IVLIS DURAN MANTILLA CONTRACTOR QUALIFIER PERMIT TYPE MUNICIPAL_ BLDG CATEGORIES 0002 MUNICIPAL SUB -GENERAL BLDR DATE: 11/06/2017 PROCESS NUMBER: M2013000461 NEW *AMOUNT PAID i1c.$2 TOTALS DERM 0000000.00 *RSUR 000000141.00 *UBS1 0000000.00 *UPMU 0000000. URS1 0000000.00 DERM 1 UP FRONT FEE- UBSI i BL..DG 7.5% UPF URS1 1 RER 7.5% UPFR 10/11/2017 08:33 BNZWEBi 80.00 RSUR 1 1.88 UPMU 1 G. 00=vW 4 =a" • T RER 7.5% SUR 000000.00 UPFRONT FEE F 25.00 181710110112 TCPM939M WEBIPRS 112.86.. sv rna.- D •• •• 9� O U � NW~9 Y' 11 to -1 w+ n � � m �"'CCCppp} ii ii Eg n ,C-ij �i { it �11 rr ym � m ��iymt vi MIAMI-DADS COUNTY MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 STREET MIAMI, FL 33175-2474 (78E) 315 2000 ,ASCEL..LANF_OI_)S RECE19KT PROCESS NO; X2018010612 F'EDRO G PEREL 13369 SW 42 ST MIAMI, FL. 33175 REVIEW FEE TYPE CODE WASA Y001 WASD IN aTAL: BMW MW 9 -1 m , I cl I 3 UNIT DESC .10/19/;_0J.7 FEE AMOUNT 30.00 `30. 450 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ' E!<EiiAT'ION CERTIFICATE Continuation Pane __ r I -..Yu �uv„ ✓o,c. rvvvclnvCl JU, GV 10 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 530 NE 107 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs 'Front with: date taken; View" and "Rear View" and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. "W1�i wMe i b � -- ..:.F Plrolo One Photo One Caption SIDE VIEW ti � t Ilk j } r ... C.i Phaw Two Photo Two Caption SIDE VIEW FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS . 1660-0008 `ELOATION CERTIFICATE See Instructions for Item A6. OMB No❑v ; No. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 530 NE 107 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 If using the Elevation Certificate to obtain NFIP Flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and 'Rear View'; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. ))`(:f1!fi� r Photo One Photo One Caption FRONT VIEW 41 i y f a ti d.. Photo Two Photo T.wo Caption REAR VIEW FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 530 NE 107 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ❑x Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al—A30, AE, AH, A (with BFE), VE, VI—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: # D-159 (MIAMI-DADE) Vertical Datum: N.G.V.D.1929 Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 15 20 ❑x feet ❑ meters b) Top dPMC pext higher floor 17, 80 ❑x feet ❑ meters • • • • • • c) Bottojn gf the IowP•St1hpV;ontal structural member (V Zones only) N/A. ❑x feet ❑ meters .:... d) Attaohedgarage (4®p 0slab) 14. 85 ❑x feet ❑meters :.... e) Lowestelevation ofmactiinery or equipment servicing the building 14. 0 ❑x feet ❑meters • (DegC"Tpe of 91dipftipnt and location in Comments) • •: • D Lowest adjacent QgipUgq) grade next to building (LAG) 14 3 ❑x feet ❑ meters • • • g) Highest adjacent (flltshtd) grade next to building (HAG) 15. 2 ❑x feet ❑ meters • • • P) Lowest adjacent Zade at lowest elevation of deck or stairs, including N/A. ❑x feet ❑ meters strucUalsupport �•�•: ••• :SWAOND— SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number RENE AIGUESVIVES 4327 Title PROFFESIONAL LAND SURVEYOR Company Name ALVAREZ AIGUESVIVES AND ASSOCIATES *dyl� Address 5701 SW 107 AVENUE #204 City State ZIP Codet Florida 33173 Signat �. - Date Telephone 04/08/2017 (305)220-2424 oPY s Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (includ' g of equipment and location, per C2(e), if applicable) C2.a) REFERS O WLSPACE ELEVATION C2.e) MACHINERY ELEVATION REFERS TO A/C UNIT PAD LOCATED ON REAR SIDE OF THE HOUSE LATITUDE/LONGITUDE OBTAINED USING A GPS MAGELLAN MAESTRO 4210 BENCHMARK USED: D-159 (MIAMI-DADE), ELEVATION = 10.32 FT (N.G.V.D.) CROWN OF ROAD ELEVATION = 12.71 FT (N.G.V.D.) 17-19143 FFMA Fnrm 086-0 33 7/1a ( ) Replaces all previous editions. Form Page 2 of 5 _.U.S. DEPARTMENT OF HOMELAND SECURITY ''Federal Erhergency Management Agency OMB No. Date: Nov National Flood Insurance Program Expiration Date: November 30, 2018 ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. • SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: IVLIS DURAN MANTILLA & EDGARDO RENE DURAN A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number. 530 NE 107 STREET City State ZIP Code MIAMI SHORES Florida 33138 .A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 9 & W1/2 OF LOT 8 BLOCK 109,AMD PL MIAMI SHORES SECTION FIVE ,P.B 10 P.G 47, FOLIO # 11-2231-014-0050 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25032'18.34" N Long. 80022'24.74" W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. o ° 0000 ° 00000 A7. Building Diagram Number 8 ° • • • 00 ° • ° ° ••o••• •• • 0000 A8. For a building with a crawlspace or enclosure(s): • • • o • • • o ° a) Square footage of crawlspace or enclosure(s) 1 o 528 sq ft 0009 °°° 0 °0•••• •°• ° 0 •••• o •000 b) Number of permanent flood openings in the crawlspace or enclosures within 1.0 foot above ad"Wegrade 9 ° ° ° • pp () c) Total net area of flood openings in A8.b 1,030 sq in ° ° ° • ° s • 000• d) Engineered flood openings? ❑ Yes El No • • ° ° • • • o . 00000 ° . ° o000 A9. For a building with an attached garage: • • • 000 • o • • •• a) Square footage of attached garage 288 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A9.b 288 sq in d) Engineered flood openings? []Yes x❑ No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 12086C 0306 L 09/11/2009 09/11/2009 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 " Title Block Line 1 Title: Dsgnr: You can change this area Project Desc.: using the'Setfings' menu item and then using the 'Printing & Project Notes Title Block' selection. . -Title Block Line 6 Wood Beam Job # 1983-2011, lidd:6.11.6.23, W-6.11.6.23 Description : -None.- Max Stress Ratios Summary of Moment Values Summary of Shear Values Load Combination Length Span # M V C C FN C C C t _ MacWal Podesi n Fb-allow Vactual fv-d�agn• •Fv-allow Segment Length =2.0ft 2 0.096 0.205 d 1.000 1.000 r 1.150 m 1.000 1.000 -0.11 102.14 1,063.75 .00.8 3556••WHO ••";' +O+W+H 1.000 1.150 1.000 U00 • • • • • ?5.38•.175.00 Length =10.0 f1 1 0,192 0.088 1.000 1.000 1.150 1,000 1.000 -0.22 204.34 1,063.75 .•••4V ..,..• Length =2.0It 2 0.100 0.088 1.000 1,000 1.150 1.000 1.000 0.12 106.52 1,063.75 ...%1;8 15.35. 175.00 +D+0.750Lr+0.750L+0.750W+H 1.000 1.150 1,000 1.000 ♦ •n6 %U Length =10.0 If 1 0.146 0.046 1.000 1.000 1.150 1.000 tA00 0.17 155.47 1,063.75 • 10 1102 •::75.00 18.05 175.00 Length = 2.0 If 2 0.025 0.046 1.000 1.000 1.150 1.000 1.000 0.03 26.62 1.063.75 +D+0.750L+0.750S+0.750W+H 1.000 1.150 1.000 1.000 • • • . . . 6 1.05 • • 175.00 Length =10.0 If 0.146 0.046 1.000 1.000 1.150 1 000 1.000 0.17 155.47 1,063.75 • • •r•U6 Length = 2.0 It 2 0.025 0.046 1.000 1.000 1.150 1.000 1.000 0.03 26.62 1,063.75 . •..GO,2 8.05. 175.00 +D+0.750Lr+0.750L+0.5250E+H 1.000 1,150 1.000 1.000 i • 0.26 • • 3b96 • • f75.00 • • • •' • Length =10.0 8 1 0.553 0.205 1,000 1.000 1.150 1.000 1,000 0.64 588.32 1,063.75 : J08 3.5.96 175,00 , •....: Length =2.0ft 2 0.096 0.205 1,000 1.000 1,150 1.000 1.000 -0.11 102.14 1,063.75 +D+0.750L+0.750S+0.5250E+H 1,000 1.150 1.000 1.000 0.26 35.96 •fl5.00 Length =10.0ft 1 0.553 0.205 1.000 1.000 1.150 1.000 1.000 0,64 588.32 1,063+75 Length = 2.0 If 2 0.096 0.205 1.000 1.000 1.150 1.000 1.000 -0.11 102.14 1.063.75 0.08 35.96 175.00 +0.60D+W+H Length = 10.0 It 0,333 0.140 1.000 1.000 1.000 1.150 1,150 1,000 1.000 1.000 1.000 -0.39 354.06 1,063.75 0.18 24.52 775.00 Length =2.0ft 2 0,125 0,140 1.000 1.000 1150 1.000 1.000 0.15 132.59 1,063.75 0.10 24.52 175.00 Overall Maximum Deflections - Unfactored Loads --- - - - Load Combination- - --- ---- Span Max. =" Deft - - Locatioo n in Span Load Combination Max. -+^ Deb Location in pan D+L 1 0.1936 5.000 0.0000 0.000 2 0.0000 5.000 D+L -0.1105 2,000 Vertical Reactions - Unfactored Support notation: Farleft is #1 Values in KIPS Load Combination SupportI Support2 Support3 Overall MAXimum 0.301 -0. 97 D Only 0.171 0.257 L Only 0.130 0.194 W Only -0.271 -0.497 D+L 0,301 0.451 D+W -0.100 -0.240 D+L+W 0.030 -0.046 1 Title Block Line 1 Title : Job # You can change this area Dsgnr: Project Desc.: using the'Seftings' menu item and then using the 'Printing & Project Notes Title Block' selection. Title Block Line 6 Wood Beam ENERCALC.INC. 191i3.2011, euild:6.11.6.23, Vec6.11623 Description : -None-- Material Properties Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Analysis Method: Allowable Stress Design Fb-Tension 925.0psi E: Modulus of Elasticity .�.". 1,40tI M't : Load Combination 2006 IBC & ASCE 7-05 Fb - Compr 925.0 psi Ebend- jx ,' . Fc -Prll 1,350.0psi Eminbendr--xx • Wood Species :Southern Pine Fc -Perp 565psi •••.•• �'•�� Wood Grade :No.2: 2"-4" Thick :8"Wide Fv Ft 175psi 550.0 psi ...... Density ... • 35.44 poi Beam Bracing Beam is Fully Braced against lateral -torsion buckling RepetiliJ2Jvje Ir StresV69M . . ...... ...... D(0 033) L(0 027) W(-0 058) D(0.033}L-&_ 7 W(-O.094) IF .. . .. v. ...... l 2x8 `j 2x8 Span =10.0 it Span = 2.0 ft Applied Loads Service loads entered. Load Factors will be applied for calc,,iao.,-:a Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.0330, L = 0.0270, W = -0.0580 , Tributary Width =1.0 it Load for Span Number 2 Uniform Load : D = 0.0330, L = 0.0270, W = -0.0940 , Tributary Width =1.0 It DESIGN SUMMARY Maximum Bending Stress Ratio = 0.620 1 Maximum Shear Stress Ratio = 0.230 : 1 Section used for this span 2x8 Section used for this span 2x8 fb : Actual = 659.33psi fv : Actual = 40.30 psi FB : Allowable = 1,063.75psi Fv : Allowable = 175.00 psi Load Combination +D+L+H Load Combination +D+L-i 9.462ft Location of maximum on span = 4.76911 Location of maximum on span = Span If where maximum occurs = Span # 1 Span It where maximum occurs _ Span It 1 Maximum Deflection Max Downward L+Lr+S Deflection 0.083 in Ratio = 1438 Max Upward L+Lr+S Deflection -0.048 in Ratio = 1008 Max Downward Total Deflection 0.088 in Ratio = 544 Max Upward Total Deflection -0.110 in Ratio = 434 Maximum Farces & Stresses for Load Combinations__ b Load Combination Max Stress Ratios Summary of Moment Values '- mmary of Shear Values Segment Length Span If M V C it C FN C r C m C t Mactual ib-design Fballow Va I. -Tv-design- Fv-allow Length =10.0 It 1 0.353 0.131 1.000 1.000 1.150 1.000 1.000 0.41 375.30 1,063.75 0.17 22g,l 175.00 Length =2.0it 2 0.061 0,131 1,000 1,000 1.150 1,000 1.000 -0.07 65.16 1,063.75 0.05 22.94 175.00 +D+L+H 1.000 1.150 1.000 1.000 Length = 10.0 If 1 0.620 0.230 1.000 1,000 1.150 1.000 1.000 0.72 659,33 1,063.75 0.29 40.30 175.00 ' Length =2.0ft 2 0.108 0.230 1.000 1.000 1.150 1.000 1,000 -0.13 114.47 1,063.75 0.09 40.30 17500 +D+0.75OLr+0.750L+H 1,000 1,150 1.000 1.000 Length =lOAft 1 0.553 0.205 1.000 1.000 1.150 1.000 1.000 0.64 588.32 1,06335 0.26 35.96 175.00 Length=2.Oft 2 0.096 0.205 1.000 iA00 1.150 1.000 1.000 -0.11 102.14 1,063.75 0.08 35.96 17590 +D+0.750L+0.750S+H 1.000 1.150 1.000 1.000 Length =10.0 it 1 0,553 0.205 1.000 1.000 1.150 1.000 1.000 0,64 588.32 1,063.75 0.26 35.96 175.00 7 • o o•0 0 0 0 000 lei eo so 0 0 0 0• o0 0 0 0 0 0 0 o 0° o o (�� 0 0 0 000 0 o 0 0 • o 0 0 000 p o eoo 0 0 0 f / � o 0 O e 0 r l p O O O O O O O O O O ° 0 0 0 0 0 0 ° ° o 0 0 0 0 �o 0 0 o p 000 g,00 oso oO o. 00 O O O Cy Oe° 00 1^ 0 00.p O�O ` o eo p o e o 0 0 °°° L • GOO OoOD - o � o �.01 I Ai� u+ "'Q o �b 3 N • LOAD CASE 1: Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for cone 3 - .00 psf -27.03 psf LOAD CASE Povhl: Overhang pressure for zone 1 Povh3: Overhang pressure for zone 3 .00 psf .00 psf 0000 0 0 Notes - Along Ridge ° o ooeo 0000000 0 0 0 0 00 0 00 0 010000 Wind Pressure on Components and Cladding 000000 (Ch 30 Part 1) 0000eo e oo0eoe 0 ° ° eeeooe r ooeo 0 0 0 0 0 0 000eoo 0000 o 00000 e o a � 000eoo 0 0 000so "-------,? I o 0 000000 000000 {, '% 1 ,.e e e e e ° e Roof not �.� �„� ,A 00eeee a °o shown -f o o ° 0 eoeeee 5 1 r'� 1 000000 7 1 I � ooe000 SI '� 1 7 1 1 i 7 °000 oo 000 0 0 0 I 0 0 Go I ' , WAS '� Hip Roof 7 { 8 27 a a - Width of Pressure Coefficient zone "a " - 4.20 ft Description Width Span Area Zone Max Min Max P Min P ------ft- ft ft^2 GCp GCp psf psf Wall 0 -10 ------------------------- 1.00 5.47 10.0 4 1.00 -1 i0 40.05 -43 45 Wall 0 -10 1.00 5.47 10.0 5 1.00 -1.40 40.05 -53.63 Wall 11-20 Wall 11-1.00 5.74 11.0 4 0.99 -1.09 39.81 -43.20 30 1.00 5.74 11.0 5 0.99 -1.39 39.81 -53.14 Wall 21-30 1.00 7.93 21.0 4 0.94 -1.04 38.2 12 2 Wall 21-30 1.00 7.93 21.0 5 0.94 -1.2 -41.5_ 977 Wall 31-40 1.00 9.64 31.0 4 0.91 -1.01 38:i1 -4-40.50 Wall 31-40 1.00 9.64 31.0 5 0.91 -1.2 11 7.74 Wall 41-50 1.00 11.10 41.1 4 0.89 -0.99 36.37 -39.77 Wall 41-50 1.00 11.10 41.1 5 0.89 -1.19 36.37 -46,27 Wall 51-100 1.00 11.37 51.0 4 0.88 -0.98 35.81 -39.20 Wall 51-100 1.00 12.37 51.0 5 0.88 -1.15 35.81 -45.14 Wall 101-200 1.00 17.41 101.0 4 0.82 -0,92 34.03 -37.42 Wall 101-200 1.00 17.41 101.0 5 0.82 -1.05 34.03 -41.59 Wall 201-500 1.00 24.56 201.1 4 0.77 -0.97 32.24 -35.63 Wall 7-01-500 1.00 24.56 201.1 5 0.77 -0.94 32.24 -38.00 Wall 501-1000 1.00 38.77 501.0 4 Wall 0- 1-1000 100 0.7G -0.80 29.87-33._'6 Roof .38.77 501.0 5 0.70 -0.80 29.87 -33.26 10 1.00 5.47 10.0 1 0.50 -0.90 23.08 -36.66 Roof 0-10 1.00 5.47 10.0 2 0.50 -1.70 23.08 -63.81 Roof 0-10 1.00 5.47 10.0 3 0.50 -1.70 23.08 -63.81 Roof 11-20 1.00 5.74 11.0 I 0.99 -0.90 22.80-36,5_' P.00f 11-20 1.00 5.74 11.0 2 0.49 -1.68 22.80 -63.12 Roof 11-20 1.00 5.74 11.0 3 0.49 -1.68 22.80 -63.12 P.00f 21-30 1.00 7.94 21.0 1 0.44 -0.87 20,B9 -35.56 Roof 21-30 1.00 7.94 21.0 2 0.44 -1.54 20.89 -58.34 P.00f 21-30 1.00 7.94 21.0 3 0.44 -1.54 20.89 -58.34 \ Roof 31-40 1.00 9.64 31.0 1 0.40 -0.85 19.75 -34.99 Roof 31-40 1.00 9.64 31.0 2 0.40 -1.45 19.75 -55.48 ^ Roof 31-40 1.00 9.64 31.0 3 0.40 -1.45 19.75 -55.48 Roof 41-50 1.00 11.10 41.1 1 0.38 -0.84 18.9' -34.57 Roof oof 41-50 1.00 11.10 41.1 2 0.38 -1.39 18.92 -53.40 Roof 41-50 1.00 11.10 41.1 3 0.38 -1.39 18.92 -53.40 l Roof51-100 1 -, 00 12.37 51.0 1 0.36 -0.83 18.28 -34.26 Roof51-100 1.00 12.37 1 Roof51-100 51.0 _ 0.36 -1.35 18.'-8 -51.80 i 1.00 12.37 51.0 3 0.36 -1.35 18.28 -51.80 / �_ . ./B: ?+�dg Dim � Wind Dir,/ Bldg Dim Normal to Wind Dir _ 9.00 ft 0.74 L/B: BldgDimin Wind h: Height to top of Windward Wall _ 38.10 psf Net Pressure at top of wall (windward + leeward) = 3 ph: Net Pressure at bot8.70 psf ph: tom of wall rdl (windward + leeward) -20.90 psf ps: Side wall pressure acting away from wall = •54 ' ph _ -14.71 psf _ 0000 01: Leeward wall pressure acting away toward wall all = ph-plpn - 23. 99 psf ° o o o o o 000900 pwh: Windward wall press @ top acting _ 23•99 psf u 000 0 pwh: Windward wall press @ bot acting toward wall = PO-Pl oe o 00 0 0 0 0 0 090000 eo 0 000000 Pc' , ;1 . _ • --'- = 10 . 500 ft :0 =E 000eoo h;'V- Mean Roof Height _ 1.000 000000 e o 0 0 Lambda: Exposure Adjustment Factor = 1^_.26 Deg ° 0000 ° o 0 0 0 0 0 slope: Roof Slope 0900 ° 0 0 0 0 0 :.ut Or�-;ides ;�_) va1. 00 a r O•,O ° e O 0 0 0 1^Ae _25s than. :.�^ Deg i5 f1 � i �?3tc1 of •o-aQ0 000000 S� d: _ __��2 < _ �' deg S - o0 000000 3^ b?=�:ci s. Jay Said 14 Deg, 0e e 0 � ram. v ^'' - � � O O O ° O O e O Load Case2 0 0 0 ° Zone Load Casel e O ° 0 0 0 o e o 0 o psf Ps ° e o 000eo 0 0 -------------------- 0 0 0 0 0 0 0 o e ---- .00 .00 00 0 0000 0 0 0 1 .00 .00 00 e 2 -36.05 .00 ' 3 .00 d -32.18 .00 5 -26.31 • Note: A value of '0' indicates that the zone/load case is not applicable. LOAD CASE 1: _ .00 psf Povhl: Overhang pressure for zone 1 = _27.03 psf Povh3: Overhang pressure for zone 3 LOAD CASE 2: _ .00 psf Povhl: Overhang pressure for zone 1 _ .00 psf Povh3: Overhang pressure for zone 3 Notes - Normal to Ridge g Rid e) FRS Pressures for Wind Normal to 42 ft wall (Along Wr;,L PRESSURES �2' T=•JL7r to Win1.36 - / Bldg Dim Normal d Dir 8.00 ft L/B: Bldg Dim in Wind Dir h: Height to top of Windward Wall leeward) - 36.91 psf ph: Net Pressure at top of wall (windward + = 36.91 psf ph: Net Pressure at bottom of wall (windward + leeward) -21.25 psf As: Side wall pressure acting away from wall = .58 Ph _ -1257 Asf p Leeward wall pressure acting away from wall = •34 p! = 24.33 psf p` press @ top acting toward wall = ph-P- 29•33 psf pwh: Windward wall p - pw0: Windward wall press @ bot acting toward wall = PO-pl h:` 10.500 ft ��yMeanRoof�Height � = 1.000 Lambda: Exposure Adjustment Factor _ 12.26 Deg Slope. Roof Slope =1a_, but c_ - .v_des :�O . t_- ed as _ Table f .G .. 1= i_A�es - �cg an.� 14 Deg, S. .1icu S _� bezween :1 Zone Load Casel Load Case2 - _ psfpsf ---- ---------- i---.00--- .00 .00 .00 00 -36.05 .- 3 .00 - 5 ' F '0' in that the zon-/load case is not applicCabs �- Note: A value o� :r 3 See Fig 27.6-2 for Parapet wind Wall Pressu See Table Z, Elevation Roof Pressures See Table 27.6.2 Mean roof ht_ • °°°° ° ° °°•° 0909•9 ° O 9 ° ° ° • ° • ° • ° ° • ° • ° 00 ° 000000 ° �j°°° ° ° ° ° ° • ° ° ° ° ° °°°°°° ° ° ° ° 00000 Wind ° ° h F 0 °� ° ° ° ° ° ° ° ° ° °°°°°° ° ° ° ° ° ° Plar9 • ° ° ° ° • ° ° • ° ° ° • ° ° 000 ° ° ° °° asp l� Hipped Roof Roof ed, from mble ur ""rid Direction d�aeees�aerredp MWFRS Pressures for Wind MecaWind Std v2.2.7.5 per ASCE 7-10 D`'-,=-_-p='J by "f'-: -..ter---set, I.n._. C:;p_•r` Date 6/9/2017 Company Name : Project No. Address Designed By City Description State Customer Name 0900 Proj Location o 0 0 0 0 Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) 00 0 00 0 000.00 000000 Basic Wind Speed(V) = 175.00 mph ° Structural Category = I I Exposure Cate gory = .0.:.0 Natural Frequency = N/A Importance Factor Flexible Structure = C • o 0 000N9 0000so = 1.00 Damping Ratio (beta) - 0.01 Kd Directional Factor = °'b'85 0 Alpha 9.50 At _ Zg - 000000 ® o •oooo p f t e o - 0.11 Am- 0.15 Bt _ Bm = 09001b0., 009o1.00 0 Cc 0.20 Epsilon = 0.20 1 Zmin 600.0Ce ft ° ° o00000 Pitch of Roof - - 2.608696 12 h: Mean Roof Ht _ Slope of Roof(Theta) = ,15. 000 ft o o12 o0160 Deg = 10.50 ft RHt: Ridge Ht = 13.00 ft Type of Roof = 000 o HIPPED ° 0 OH: Roof Overhang at Eave= 2.00 ft Eht: Eave Height = Overhead Type = 8.00 ft 000 Bldg Length Along Ridge = 57.00 ft Length of Hipped Ridge = 43.00 Bldg Width Across Ridge= OH w/ soffit 42.00 ft ft Roof Slope on Hip End = 29.05 Deg Gust Factor Calculations ust _3,__"r Category I F`94:: '`'^_tu��S - J'i^uI.fi3.� '.Iethvd Gustl: For Rigid Structures (Nat. Freq.>l HZ) use 0.85 = 0.85 Gust Fa=,,r Categcr_, _T ?.ig_d Zm: 0.6*Ht 1 ie rpte r. 3ysi 1Zm: Cc*(33/Zm)^0.167 = 15.00 ft Lzm: 1*(Zm/33)^Epsilon - 0.23 Q:(1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 427.06 ft Gust2: 0.925*((1+1.7*1Zm*3.4*Q)/(1+1.7*3.4*l:m)) 0. _ 93 - 0.8989 Gust Factor Si_:mmar'1 Not a Flexible Structure use the Lessor of Gustl or Gust- = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient Topographic Adjustment 0.33*z KZt (0.33*z): Topographic factor at elevation 0.33*z _ 1 00 Vtopo: Adjust V - 1.00 ] per Para 27.5.2: V * (Kzt(0.33*z)J'0.5 = 175.00 moh MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 .. 000000 0 0 0 000000 o • o•000• 0 0 00000 0 0 00•00 000000 0 0 0 000000 o • 000000 0 0 CONTENTS DESCRIPTION PAGES 0 ° ° o 0000 060000 00 O 00 0 0 ° ° ° ° 0 0 0 0 0 0 00 O 0 0 0 0 0 0 1- WIND ° o 0 LOAD CALCULATION ................................................. 1°5o09 ° 000°oo 0 0 0 0 0 0 0 0 0 0 000000 0 0 0 0 0 2- o 0 CALCULATIONS ROOF WOOD JOIST ..................................... 6- ° ° ° 90099 ° o 000000 00 00 0 000or 0 000000 0 O 0 0 O ° 0 0 0 0 000000 0 0 000000 0 0 0 0 0 0 000000 00 0 000 0 0 0 o 0 00 A.J. TELLEZ, P.E. PE# 51576 f�C- (0-1-7-2qlo I STRUCTURAL CALCULATIONS SINGLE FAMILY RESIDENCE (LEGALIZATION) FOR: IVLIS DURAN MANTILLA AND EDGARDO RENE DURAN 530 NE 107 ST MIAMI SHORES, FL 33138-7139 DATE: 06114/2017 STRUCTURAL DESIGN: A.J. TELLEZ, P.E. PE# 51576 THESE CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: • FLORIDA BUILDING CODE 2014 EDITION. • ASCE 7-10 LOADS. • ACI-318-11 REINFORCED CONCRETE. • AISC MANUAL OF STEEL CONSTRUCTION, AISC 360-10 14 EDITION. • ACI 530-11 MASONRY. • NDS FOR WOOD CONSTRUCTION, NDS-12 (2012 EDITION) THE ENGINEER WHO'S SEAL APPEARS BELOW ASSUMES RESPONSIBILITY FOR ALL THE ENCLOSED MANUAL AND GENERATED CALCULATIONS THAT ARE A PART OF THIS PACKAGE OF STRUCTURAL DESIGN CALCULATIONS. TOTAL NUMBER OF CALCULATION PAGES: 8 J. TELLEZ. P.E. PE# 51576 �� . � �� i�� 'I � ..��:.: u" a 1y w 1 ,( i .fin♦ ��,. L Y. ` 4 . 30 t l It oil f A order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. The application with conditions was passed and adopted this 27" day of July, 2017 by the Planning and Zoning Board as follows: Motion to approve subject to Staff recommendations by Ms. Hegedus. seconded by Mr. Busta and the vote passed 3-0. Mr. Snow Yes Mr. Busta Yes Ms. Hegedus Yes Chairman Fernandez Absent ;( /7 Date avid Snow Acting Chairman. Planning Board .. ... . . . . . .. . ... . . . ... . . ... ...... . . . .. .. .. . . . . Pate 3 of 3 ... . . . . .. . . . .. .. . : .. .. 3) Applicant to apply for and obtain all required building permits from the Building Department before beginning work. 4) Applicant to apply for and obtain all necessary permits and approvals from outside agencies before beginning work. 5) An erosion and sedimentation plan subject to review and approval by the building official is required and must be submitted to the building official with the building permit application. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti -tracking area at all construction entrances are required to be put in place and maintained if ground cover is removed or as required by the building official. Required erosion control measures must be in place prior to footings inspection. 6) The applicant may be required to provide an architect or engineer's drainage plan and report to certify to the building official that the site provides storm drainage that detains the first one inch in natural or filtered structural facilities v prior to the issuance of a building permit by the Building Official. 7) The applicant is responsible for the installation and maintenance of drainage structures and any site modifications shown on the drainage plan that are necessary to provide storm drainage that detains the first one inch in natural or filtered structural facilities. Minor modifications to the approved drainage plan shall require a new signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Major changes to the approved drainage plan including the construction of drainage improvements such as but not limited to mounds and walls, shall require a new site plan review application and review and approval by the Planning and Zoning Board. 8) All drainage improvements shall be installed in accordance with the approved drainage plan before final inspection by the Building Official. 9) The applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan except that major changes shall require Planning and Zoning Board approval as stated in Condition #7. 10) Applicant to obtain all required permits and approvals from the Miami -Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER. EPRD) and the Miami -Dade Department of Health (DOHIHRS) as required. 11) Applicant to meet all applicable code provisions at the time of permitting. 12) Applicant to complete a covenant in the form of a "Declaration of Use'' assuring the property is used only for a single family purpose, record the covenant with the Miami -Dade County Recorder and provide the planning director with a copy of the recorded document pri'brpq the fiyaL iigsgectson by °°°°° ° the Building Official. ° ° °�° ° ° ° ° °° ° ° ° 13) This zoning permit will lapse and become invalid unless the work°for wjlich it was approved is started within one (1) year of the signing of the development ° °0° °°° °00 ° ° ° ° ° ° ° ° 00 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° Pau ? of 3 °°° °°° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °° °° 00 ° °° °° 000 ° ° ° ° ° 0 ° ° (iam.i S110pej Vi 10050 N E, SECOND AVE. MIAMI 51iORES, FLORIDA 3:31:35-2:352 Telephone (305) 795-2207 Fas (305) 756-8972 DAVID A. DACOUISTO, AICP DEVELOPMENT ORDER M File Number: PZ-6-17-201728 Property Address: 530 NE 107th Street Property Owner/Applicant: Ivlis Duran Mantilla Address: 530 NE 107th Street Agent: Pedro Perez Address: 13369 SW 42 Street, Miami. FL 33175 Whereas, the applicant Ivlis Duran Mantilla (Owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning. Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. One-story addition and garage conversion. Whereas, a public hearing was held on July 27, 2017 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Approval is granted as shown on the plans subjni'Ited egd Ingdg a per[ of this approval. " ' ' : ' 2) Applicant to maintain two (2) legal parking spaces on site.� . ... ... ... Paee I of 3 : ... . . . ... . . 0 9 n a � z \ L i• ��...yyy3b •••• O • V�b ••11•• N 6 VP A �.�" revisions: QLI.) AL-FAROOC CORPORATION a o2-s.-®-�.-® FFO-dYAD S9RS-m0 NW x01iQ: xULLVC MOW. E E1MCINEERS en PRMI,MDMUWi,ttomow 9l_^ o W.�Lt, Bo ovVR2 v¢r iC (]0.M) 885-5299 %AX JOS 885-5902 •f L [ B>.t}� xp pwwE rM ••II I ) COMP-ANL\W09-12EL0 LA N CA G+j 0 7�1 o I I � �o 0 O4 Li 1 4- V ► T a r N G O O O m V iJ t N N N -.4 m 23 O N p I I�S C �W N f*1 X % W L _ 1 iA L joz O 4 O N N p N — V n r w F W W O v ?; a 0 � m a N G r v C L a I ic O 9 A o m N p � 4 W O N-f O A � .�• N O 112- t0 to I r- m s 4 N I a N N R, c z �1 /2" N I z z c� I c� s o - rn �� C V I O 40 0 D 0 00e o 00 000eo 0 0 0 ° ° o 0 000000 00tsoe o O o 0 O O O O ° O 000000 e 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 O O OOOOQ �' ° 0 00°000 0 0 I — ooee 0000 O 90 1 O 0 0 0 g 0 i OOOO tw V ° (J7 a m�i 000000 .0 e D0900411 t 00 000000 0 O 0 O 9 O OD 0 00000 o 0 0 W 1r 1: aea: 02-2s-Os revisions p no Oate a, ,o 1 tr by- HNID c o1.11.1: IV N ° chk. b)r N N ca N N" V w N N A 4 N .. 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FL. 33178 TEL C305) 2e44 W FAX (305) 2624WS TEG (305) 885-5299 FAX (305) $85-5902 COMP-ANI \WO9-12ECO =3 x � � r� �tob EDGE DIST. rr i 94 n�N a• 00000� O O r••O.: _ 000000 o90o0 0 0 0 0 0 ° 0 000000 m eeO e.e e oo ee i o ea0eaa e 0 0000 000000 e c � seas 0000 °b °° aeeea ° o . oeeeoe 00000 0 00 ooeoaa O 0 0 e ° 0 00 ° eeaee y tc>wa b �•o °•ao 0 o 0 ° ° isBCD C o a Oryi� �m A. N Z � � n 1 /4 MAX. 9`g mEQ A JEJ 2sL N Om 2 y N � � m A N G a o2-2s-09 re no isians: a e ewri ion WD-GUARD SOM-200 kN FDM RO X I1X (t.iuR AL-FAROOQ CORPORATION a .OA. o' O >F , ,�• . ,• o..t�os is >K6 sii�r ECO WINDOW SYSTEMS, LLC. ENtG[N[F�RS & PRODUCT DEVELOPMENT 123s sw. 87 AVE f cn � c idr• br. %wz e C o�.s�.�s ot,tt.ta 1 ra auNcc nis sites iwtuF, wows it�v 9114 N.W. i()6 STREET MUu1Rl, FLDR[DA33174 /� �•r ° —� D 02.t2 t u0 CKANX M STEM MEDLEY, FL 33178 TM �7 264 HW FAX 00M 262-W78 v. N . thk�bY•' : r M/RtG ucn&Tm m gnu mr! 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STRUCTURE Mu1MI-DAD£ COUNTY APPROVED d �. , •;K-i EDGFr DIST: EDGE OiST. MULLION do MULLION ANCHORS a z a ' e , e : . SEE SEPARATE NOA I �^ 0�i EDGE DIST. 1 �I 0 17 d a - � Q 1 9 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 0 tC SEE ELEV. SEE ELEV. SEE ELEV. I ?' FOR SPACING FOR SPACING FOR SPACING 44 z yj call i WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. n ' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. U1 WEEPHOLES: TYPICAL ANCHORS: SEE ELFV. FOR SPACING V W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) W AND 37" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W x a ��,, SEALANT: 1-1 /2" MIN. PENETRATION INTO WOOD (HEAD/Sill/JAMBS) THRU 1 BY BUCKS INTO CONC. OR MASONRY 3 co M 3 G1 ALL J01N15 AND FRAME CONNECTIONS SEALED WITH a $ a k JOINT SEALER, 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)13 `$ 0 ow) rj W 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) z 3� DIRECTLY INTO CONC. OR MASONRY 3 z 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) :0 9, 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W 0 ME i #14 SMS OR SELF DRILLING SCREWS (GRACE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1 /8") INTO METAL STRUCTURES e STEEL : 1 /8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8 THK. MIN. (6063-T5 MIN.) c § A t4 IS 18 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) v 1? 2 TYPICAL EDGE DISTANCE c INTO CONCRETE AND MASONRY = 2-1/2" MIN. 2 ^' a INTO WOOD STRUCTURE = 1" MIN. INTO jVjTA10 $TPUQTUR,� = 03/4" JAINO 00 c o $ C�8 13�o g� a o 0 0 0 0 0 0 o c-- �y a ' W00a AT HEAD.•SR.L ®Fe JAMBSeSGG- %J' 50MIN. : ° S 3 Fii `' x H CONC ATcHWPSILe OR Jf1M8900ce- 3ND PSI MIN. C-1p LlW=aLLtO jpR9k, 9EIG:1'T VUo T QAMBS I'm = 2000 PSI MIN. o 28 I ¢ I Engr. JAVAD AHNAO PRODUCT REVISED 4 Q ei e Fri • I a e o•e 0 0 0asc"E 31i1!!tu Cade4 plying; with the Fiaida c 3538 I o o e A ecP cc Il { �p g t • a\ a I TYPICAL ANCHORS o i ' TYPICAL ANCHORS 0By • SEE ELEV. 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ENGINEERS & PRODUCT DEVELOPMENT CD 5 123S S.W. 87 AVE N to B 07.3f.t2 UPDATED TO 2010 FBC 9114 N.W. 106 STREET MIAMI. FLORIDA 3=74 0 l dr. by. Hato c o1.11.1 MMUr. ADVf= REV, MEDLEY, FL. 33178 C O D 02.12.1 GIASS 0►TtlN ADDED TEL C305) 2644300 FAX (305) 26"978 v N P w.15.1 tiP 70 To 2014 FBC TEL (305) 885-5299 FAX (305) 885-5902 COMP-ANL W09-12EC0 72• 111• (2) ANCHORS AT WO. STILE ENDS TYP. WINDOW WIDTH WINDOW WIDTH (4) ANCHORS REOD. FOR 5 2ES AND LOADS ell MARKED WITH ON SHEET 2 ONLY j 10 5/8' MAX. 4' 3 1/2' MAX. 4' rq 3 1/2- MAX. HE/ir 3• oo j O 3i HODILL ' z HEAD/SILL CORNERS CORNERS 3 ' _ ir) CORNERS 3 _ in 0 �° h 1 1 — I I 1 11 gl O _ �I II 11_ II II II 11 11 �% � ell rQ tE 4 i� ♦. �i O i� ♦ �i �. . . 11 ♦. 11 II �. I1 4 , II % I1 It % 11 %� O a Q � t ao II/.� I I 4 11 %, 11 � � L] .► m I I �/ I I 4 11 �/ 11 �/ � � O x � � � I �I �I /11 x � � � l 1.t1 _ IL_•L.11 / o �i �ii ii ii x12c i _ 11 I I tl 11 11_., 11 II 11 J FALSE MUNtINS FALSE LIUNIINS 31 1/4' 32 3/4' 32 3/4' 32 3/4 (SURFACE APPLIED) (SURFACE APPLIED) MAY SE USED D.L OPG. D.L OPO. MAY BE USED D.L. OPO. D.L. OPG. 35 3/8• 38 7/8' ECO—GUARD SERIES-200 W VENT WIDTH VENT WIDTH cD TYPICAL ELEVATIONS ALUMINUM HORIZONTAL ROLLING WINDOW � 3 V)r%1 e' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER $4 0 o M CHARTS SHOWN ON SHEETS 2. C Z •� THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8' HEAT STREN'D. CLASS .C90• tnterloyer Butocito PVB By 'Kurcroy knerka, Inc: 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 m a 3 10 AT 1/4 POINTS ON UTES 9 WIDER THAN 38. ONLY GLASS TYPE 'A' HEAT STREN'O. GLASS 090' Interloyer SsntryGlos By 'Kurcray Arneftco, Inc.' 1/8' HEAT STREN'0. GLASS SILICONE DOW CORNING 899 GE SCS 2000 s AT 1/4 POINTS ON LITES WIOER THAN 38' ONLY GLASS TYPE W GLAZING OPTIONS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE z TO QUALIFY FOR SMALL MISSILE IMPACT RATING COMBINATIONS OF H.R./H.R. OR HORIZONTAL. ROLLING WITH OTHER � •t� EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING IU S MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL 1/8' HEAT STREN'D. GLASS WILL APPLY TO ENTIRE SYSTEM. 5/18' AIR SPACE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8' HEAT STREN'0. CLASS REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a yar HURRICANE ZONE (HVHZ). ButocitoWPVB wow BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER o . R 1 x of LOADS TO THE STRUCTURE. 4 By 'Kuroroy Arnerlco, Inc.' c ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS 1/8' HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CARDINAL XL ANCHORING OR LOADING CONDITIONS HOT SHOWN IN THESE DETAILS ARE EDGE SPACER NOT PWD OFo AIIQ A91PRNVAL. o 0 0 00 y A n � ST' STEEL A 1C16D DURATIOe'gINLPRp:E § U?ED?N OESO OF ANCHORS INTO W000 ONLY. a �n of d SILICONE ALL %41 TO IC HtMl I11PV, RCN- LLIC %ND NON —COMPRESSIBLE. E e o DOW 899 0 0 0 0 +1010,., I 2 MATERIALS 1141!9ISING TRIP NOTRIMITEO M STd1•A/METAL SCREWS. THAT c COME INTO CONTACT WITH OTHER DtSSIM$LAR MATERIALS SHALL MEET THE i REQUIREMENTS OF THE FLORIDA BUILDING CODE. i Engr:.fAVAD AHMiO PRALWCTRBVISED I Qg i i o 0 0 0 0 0FIJ1L�ML y o m fomplYing wlt6 ti10 FLcrldll N 3 0 0 • C. N. 5 • TTmildeg Code g $ o 0 0 0 o• Ierccls=c No $ 61� • o 0 0 0 o In•Ion Dide 0 00 0 0• o 'o 0 AT 1/4 POINTS SITTING BLOCKS AT 000 a 9 ALL SIZES LAM. CLASS AND INSUL LAM. GLASS mifin oadc [If a (� drawing no. GLASS TYPE 'C' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS V-9 20t5 W09-12 0 0 0 • s o 0 000 0 0 shoat of % •- 0 0 0 000 0 0 • 0 o s o 0 0 o e 0 0 e oo eo 00 0 00 00 000 0 0 • eoo 0 0 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, prepared by Al-Farooq Corporation, signed Apd sealed by Javad Ahmad, P.E. Y ° ° ° ° . ° ° ° ° ° . ° . ° ° 2. Glazing complies with ASTM B1300-09 00 . ° ° . ° ° ° 060:66° ° D. ° . . u .. °° QUALITY ASSURANCE 000000 ° ° °°°° ° ° . 1. Miami -Dade Department of Regulatory and Economic Resodwes.CRER)v ° ° ° ° ° 00000 °° E. MATERIAL CERTIFICATIONS 00 00 ° ° ° ° 000 ° 1. Notice of Acceptance No.14-0916.10 issued to Kuraray Ai;;VCa°, Inc. for their 0 000000 "Butacite@ PVB Glass Interlayer" dated 04/25/15, expiring ona2/11/ta. ° ° ° ° ° 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc.°fosr their o ° ° ° ° o _ "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, exp�rs�°sg on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, July 8, 2015, signed and sealed by Javad Ahmad, P.E. ' G. OTHER 1. Notice of Acceptance No.143-0317.01, issued to Eco Window Systems, LLC for then Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I.", approved on 04/10/14 and expiring on 05/27/14. Manuel a z, P.E. Product Contr 1 aminer NOA No. 5-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-3 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAA �92-94 ' - 3) Water Resistance Test, per FBC, TAS 202P.94 ° ° 69600 ° ° ° ° ° ° 4) Forced Entry Test, per FBC 24113.2.1, TAe 2A2-94 ° ° ° ° ° ° ° ° along with marked -up drawings and installation diagram of a'XUWa1uniirhW 000000 °°° horizontal sliding window, prepared by Hurricane Engineering° � �1Resting, Irk., Test: ° ° ° ° Report No. HETI-08-2228A, dated 01/15/09, signed and sealed hf Can(46,00P'Font..... ° °°°°°° ° ° °°°° °°° (Submitted under NOA#09-0312.08) 00 00 ° ° ° ° ° ° ° 6. Test reports on: 1) Large Missile Impact Test per FBC, TASo16M ° ° ° ° ° ° ° o ° 2) Cyclic Wind Pressure Loading per FBC, 'TAS 2.03-94: ° ° ° ° ° ° ° along with marked -up drawings and installation diagram of a -0X aluminum.o ° ° ° ° o horizontal sliding window, prepared by Hurricane Engineering & Testing, Ine , Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, F.E. (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel P9feZIP.E. Product Control as finer NOA No. 15- 728.05 Expiration Date: May 27, 2019 Approval Da te: September 03, 2015 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) *Goo - ` 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. HQrizb dolling W44. 000000 sheets 1 through 7 of 7, dated 02/24/09, with revision°E dated O',*W/j 5, ° prepared by Al-Farooq Corporation, signed and sealed by Ja;pX nad, If. . ° o ° ° ° ° ° °°°°° °°°° ° ° °° ° B. TESTS °°°° 00000 1. Test reports on: 1) Uniform Static Air Pressure Test, LoadingpOf MC, 'T; &, vo 2 94° ° o ° ° 2) Large Missile Impact Test per FBC, TAS 2b 10 *94 ° ° 0000o 3 Cyclic Wind Pressure Loading per FBC, TAS'2�3 94 } y gP ° ° ° °°°°°° 4) Forced Entry Test, per FBC 2411.3.2.1, aad TAS 202�,-9tr ° ° ° ° n up drawings and installation diagram of ad ealunni along with marked —up hung ° °' o window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ° ° FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA#14- 0317. 01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08 2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) _Y� Manue ere , P.E. Product Cont of Ex iner NOA No.-0728.05 Expiration Date: May 27, 2019 - Approval Date: September 03, 2015 E - I MIAM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMIMSTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 WHAMi-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 .... ...... SCOPE: .. .,', ' This NOA is being issued under the applicable rules and regulations governi®g•t Vuse of-eonstructioo--% materials. The documentation submitted has been reviewed and accepted by N11ani%Dade Coutdy RER:;,,,; Product Control Section to be used in Miami Dade County and other areas wheW allowed by the Authority Having Jurisdiction (AHJ). ...... :..' This NOA shall not be valid after the expiration date stated below. The Miami -Dade cAmty Pgedaet-Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Gotnty) reserve the right , to have this product or material tested for quality assurance purposes. If this product or material failstg..:. perform in the accepted manner, the manufacturer will incur the expense of sugh tgstjpg ana IN AHJ may immediately revoke, modify, or suspend the use of such product or material withIll their jurMtgtign. 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 `Eco-Guard 200" Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets I through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Abroad, 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: Large and Small Missile Impact Resistant 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# 14-0317.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0728.05 ;, MIAMMADEtouNTY Expiration Date: May 27, 2019 Approval Date: September 03, 2015 g124lt5 Page 1 0 soeoo 0 oeoee 0 0 0 oo000 0000 O O 0000 0 esese O 00000 O O 0 oeoee 0 00o m o0 0 0 0 0 0 0 oeee00 e o m o 0 0 0 :,:.0: ,eo0: 0 00 00 000 0 o 0 0 n w 000000 z viO�F� 0000 O O �+ N m� 0000 d0 N 0000e0 O O 00 000000 O 00 O 00 o m o 0000 0 0 0 0 � 0000 n � Elli CO. dOU, 02-13-12 O cotr N C) a KWU co 00 9 Chk. oy: (revisions: no date bvigescrip on A 062&12 REV. PER PERA COsai M e omis No aw= ym %W C Oo.02.73 REV. PER RER COMOM Z m 1N N Ap SMES 600 ALUM OUTS NG EMRMM DOOR (L.U.I.) AL-FAROOQ CORPORATION a ECO WINDOW SYSTEMS, L1C. ENaINE'ERS & PRODS DEVELOPMEnrT 3235 S.W. 87 AVE 9114 N.W. 106 STREET MIAN% FLORIDA 33174 C MEDLEY, FL. 33178 TM C30M 2eessoo FAX. MZ) 2624M78 TEL (305) 885-5299 FAX (305) 885-5902 C0MP-ANL W12-08EC0 a �.078 4000 � r-1.750� .078 4.031 1 �--.519 � r'.394 .! as 803 050 1.047 -� 1.047 1 .130 .03 803 as 1.172 [1 `��/ {v ZO W a N 3 625 1.625 I N-•2.062� 1 DOOR FRAME HEAD/SILL 4.750 1.5o7•-4 14 GLAZING BEAD 14 GLAZING BEAD 5/18' GLASS 7/16' GLASS 1.507 t5 GLAZING BEAD INSUL. GLASS FFFiii � � a, O O t a V a °a O aaQ 0 v �4.000- -� {I 1.625 4.781 7 LEAF TOP/BOTTOM RAIL 3.719 .078 O 4i J ' Q iiiill 4.719 .078 -- .-. - U o `c � W .078 1.507 1.750 � R 7 �' j 4.000 9 LEAF HINGE STILE 8.250 t.soa 7.531 L312 � 082 t fRo[11�cF[tEVfSE11 CvM Nit Ike Flncifr 5.344 1.750 4000 no LEAF W'STRIP ADAPTER O1 SIDELITE TOP do BOTTOM FRAME 2.0e1 1.750 1.507 _7� L .094 .442 MYd - C 00 p M H Z 2i 329 r.078 U812T .o7a 7A 9" BOTTOM RAIL 12 1.584 0 .r .. W a► � 2 FRAME COVER 10 LEAF LOCK STILE 1.507-1 LEAF 3.719 .078 ALIGNMENT BRACKET .375 1.574 125 -- - -.750 r.281 '-i 125 3.781 5.344 .078 T 2.081 1.507 1.750 I ro - 687 -� .050 - 1.197 1 .154 16 SNAP COVER 13 9.000 LEAF CLAMP HINGE BACK-UP PLATE LL • 000 0 0 0 • • 00 •.+�.y�,{ 11 4.000-�I LEAF ASTRAGAL STILEL 4.000 j+1.5001 I -P{ .625 j+1.500 y I -«� .719 .078 4.000 8281 O �{ 1.250 �- a I .719 • 4A88 • 18 • O 0 o O O O a o• o • 0 0 %DELrt:MLtLI jN BEII OICI 000 Oa O 0 O Engr. JAVAO MIMIAO CML • • o • 2 a 0 e o ee 0 p O �i ems'. t3 9 9 tS S g < m N ■ n o g 078 1.625 e • e e o• 0 • o 0 o o 0 0 0 2.097 1.507 I _ lILF_---4.00p �I • •078 0 • o a o o O 0 • 0 0 0 0 • E 0 20115 a 0 0 0 0 a ra in _ C4) 2-08 3 DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME s SIDELITE SLIP ON JAMB sheet 8 of 9 e • o e o a • o e o • oo• • o 0 0 0 0 a • o o • o 0 • eo o• o e • o0 00 000 0 • 0 coo 0 0 LOCKS; OPTION 11: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2' DIX THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2- FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2- OIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM HINGES 3-1/2- X 7-5/8- X .122' THK. EXTRUDED ALUM HINGE PART JFD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4- FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP CENTER HINGE AT MIDSPAN (38- O.C. MAX.) HINGES FASTENED WITH 110 X 1' rH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION /2 ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4- FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4- FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC! 1/2- X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8- FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18--32 X 1/2- FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2- X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8' FROM FOP AND BOTTOM LOCK FASTENED TO STELE WITH (2) j8-32 X 1/2' FH MS I 1 ACTIVE INICTNE ACTNi tRaDuc r LT mim 2&cMP ft W1111 The Flo" 1,•W1111C•A1 . - - 00 Oo• • O O 0 4 •O • o e o 0 0• e s 0 • oo : o o • • 0 0o e e o o •00 0 0 0 0 0 0 0 0 0 0 e0 000 00 0 0 0 00 CIVIL • 000 0 0 e70S92 O o O e CA o O O • 0 0 • o 0 0 0 0 0 0 0 81r1e o o e 0 00 0 s0o o s o —s• e—a--o—tv • v • • e e • 0 e • • o0o e e o • o o e o 0 o s o 0 o ao •• a o 0 00 00 000 0 0 0 Goo e 0 drawing no. W12-08 0 0 0 0 0 0 0 09000 0 0 0 000eo 0000 0 0 0000• 0 00000 0 00900 0 0 0 ooeoo w I� d i..1 [S1 O O O O O C 0 000 000000 W O a V O ...� 000000 0 0 0 0 0 0 � O 0 0 0 O 0 oe0000 0 moo oe0 oeovo e 0 0 n 0000.0 004 00} o e o 8 00000o c 0 0 v-r O 000000 O 00 O O 0 O O 00 0 000000 0000 0 0 0000 cL IdoU: 02_0-12 N soak: 3ro. w 1' a.. by: warm O a G , chk. by: 0 3i Z y O hom m� 99E CA F, 4 SERIES 600 ALUM OUTSMNG WINCE DODR 0-1. AL-FAROOQ CORPORATIONENrA a ECO WINDOW SYSTEMS, LI C. 1235EF� W..s7 ARODtJCTDEVEIAPMEM Z86 S.AVE r T 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 C MEDLEY. FL. 33178 TM. (30M 264-030o FAX P05) 2524978 TEL (305) 885-5299 FAX (305) 885-5902 0 0000 e 0000 0 0 0 oeee 000 0 0 000 0 0 0 O O O O O 00 O 0 O 0000 W m �m� EDGE DIST. ^� e .E L7t:! m —)4y— J u I u a_ a N C 4 � 4 I = E I F; � �xw 'a N Q f r T a rn �i O t4 o0 t2i > oy 9 SC O n LM1 • p � it T`n W �� ~f x MC _�V9 N C S I !!lFi5551ri1 Alot � v ��w• a � A � N O �-- �� a m .iN^OAr � a ' M �G'� N�2i7�C t�• GL4t •DIST. • ¢� � • CS N V S • ti� = P v s fn Arn x t7 r rn v N c S?i p 00 •t y 0 0 C7 0 000 o Oo o t4 0 0 0 aH o 0 0 000000 o r o o e o 0 oe0000 �a 0 0 00 00 oo 0 0 o000000 0• apeb b OaO r. 0 j � JO 0000 o o N 000000 O O c O 00 0 0 0 0 0 0 O 00 O 00 O O O oc 0000 O O O 0 0000 1RiX Wxcj EDGEco m revisions: o a sate os-as-,s SERIFS 600 ALUM OUTSWNiG ENTRANCE DOOR (LAI,I.) AL-FAROOQ CORPORATION la ENGINEERS da PRODUCT DEVELOPMENT eeea: s ECO WINDOW SYSTEMS, LLC. MIAMI. LORIDA E f 9114 N.W. 'I D6 STREET MU1M1, Fi.ORIDA 33174 MEDLEY, FL. 33178 TEL (306) 264 80.00 FAX (305) 2sasgrs L�C�i CO o chk. blr TEL (305) 885-5299 FAX (305) 885-5902 COMP -AN'- W12-08EC0 no date � escn on � os.zs.�s ncv aaI vaa oanams B 06.OQ.18 k0 CHANCE THS SHfEI c osozls � PEa aeN corneEKrs a PROPERLY SECURED 213Y WOOD BUCK gdlWG' MEN. TYPICAL ANCHORS EDGE DIST. 1BY WOOD BUCK OR � � THROW BUT EDGE DIST. SEE ELEVATIONS W000 STRUCTURE c PENETRATION `-'- FOR SPACING EDGE DIST. SEE NOTE SHEET 1 METAL 1 �' �' • ' " a d • J .• LEDGE 18 STRUCTURE N EDGE _DIST. Z <+ 25 1 1 cn a a up ay fs4 Y: -� OA u i 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS cy SEE I 1 FOR SPACiN'GG OR SPACINGSEE SEE FOR SPACING C a Q 7 I 1 ��htpG� ------------------- 1 MMaO-LADE COUNTY APPROVED 1 T I I CLIPPED MULLION I I J z a 1 j SEE SEPARATEtzu eeeelllli 1 1 -- 1 J a o: J i GLAZING OPTIONS W SEE SHEET 1 TYPICAL ANCHORS SEE ELETIONS FOR SPACING map n a o p 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS ?r N„ W n a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER O IS n a c W THEM TO THE BUILDING STRUCTURE.00 Z W TYPICAL ANCHORS: SEE ELEV. FOR SPACING O O " 1/4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) W o)m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1 /2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONC. OR MASONRY PRODUCFREVISED 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) wcom �twilthe FIswId% k"ba1-1/4 MIN. EMBED INTO CONC. OR MASONRY (JAMBS) AmoautNo 1S-6604•1 DIRECTLY INTO CONC. OR MASONRY L>plisides `Lj&ua- 1 R 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) r- 6 r 7A 7 1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS)Co"e Ca 1 I (GRADE 2 CRS) INTO MIAMI--DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8"a o 0 0 0 0 0 0 0 0 0 00 a N G e � B ;; 26 2 0 0 0 0 0 0 • o c c a g I I INTO METAL STRUCTURES o 0 0 0 • o o•• a Q o$ 11 I 1 STEEL : 1/8 " /8" THK. MIN. (Fy a 36 KSI MIN.) 0 o e o o 0 e o 0 0 0 0 0 e c m 0 25 I I ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) o 0 0** ee o 0 0 0 0 0 o DOOR EYrTILS] v=, (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J Engr. JAVAD AHMAD TYPICAL EDGE DISTANCIFCML <::::.,.•r..:::::._ :.u..::::. AND MASONRY / " o o P�L7AS92 S INTO CONCRETE NRY = 2-1 2 MIN. 0 0 0 0 o n KSEE .° :• ' INTO WOOD STRUCTURE o 0 0 0 0 0 0 E 1 MIN. o 0 0 0 o e e INTO METAL STRUCTURE 3/4' MIN. o e T 10 [Uu1 o EDGE DIST' DICE ANCHORS S e o 0 0 0 00 • 00 0 0 0 0 0 o drawin 1/2' MIN. WOOD AT HEAD OR JAMBS SO - 0.55 MIN. g no. THROW BOLT FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. W1 2_O8 PENETRATION C-80 HOLLOW/FILLED BLOCK AT JAMBS I'm o 2000 PSI MIN. 0—e-0-0 9 0 sheet 4 of 9 0 0 0 0 0 0 • 0 e o o eeo o e 0 0 0 0 0 0 • o e o 0 0 00 00 0 0 • 00 00 000 0 0 0 0.0 0 0 oMAX. S NL C/S 39 3/4- MAX. FRAME WIDTH 12" A MAX. siu _ - I 'l II / 11 II , I I LOCK PIONS 12 (OPTION 2 SHOWN) - SEE SHEET 7.1 FOR DESCRIPTION tP ty NO II II I /III ccB SURFACE APPLIED FALSE MUNTINS OR 26 15/16" DECORATIVE GRILL D.L. OPG. MAY BE USED 37" MAX. LEAF WfOn (X) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME LEAF I FRAME EXT(+) tNT.(-) WIDTH WIDTH HEIGHT 39-3/4" 37" 9W 70.0 1 75.0 76" MAX. FRAME WDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 12" 5" MAX. COORRNE�RS A MAX. SILL ��_ n / I II II / LOCK OPAONS M ~s 2 n to / II / Al 4yUP e1 OR 12 (OPTION 2 T SEE SHEET 7. FOR OESCRIPTI& II 11 / 11 n � g 11 / I Ell V NUN37 3/16" MAX. 4ft °Do FRAME WIDTH �Y I 0 � J F 12" a 5" MAX. �'91 EAD/SILL F HSIILL 0 v :ORNERS r 0. 8� h 11 0 ---JL---- O ----Ir---- Q � 3 H " lE� II /I i N ] N ] 11 N � In II U) _ II 11 tl u 0 11 N t. G 0 0 Z 3t � 3z 0H� U "- w SURFACE APPLIED z SURFACE APPLIED FALSE MUNTINS OR 26 15/16" Lt2615/16" aFALSE MUNTINS OR 32 3/4-DECORATIVE GRILL D.L OPG. . OPG. iO c� DECORATIVE GRILLO.L OPG.MAY BE USED MAY BE USED MAX. LEAF WIDTH (XX) (0) � STAND ALONE SINGLE SIDELITE g B DOORS LOAD CAPACITY - PSB DOUBLE (XX) �Gc anc�� .7 fVR WYR�.111 0 p �Y DOOR DIMS. LAMINATED GLASS PRODUCPREVISRO RAMS FRAME F WIDTH00 WEW LEAF FRAME HEIGHT EXT.(+) INT.(- nos cpl7taswith ckeF'"b 0 0 0 0 0 0 0 0 0Oman&CoM 10-460. 0 76" 37" 96- 70.0 75.0 0 • o e e e 0 0 0 Aocepla0co No 0 2$ g o s O o 0 o e o o LWKS,. Datc 0 00 0 o e• 000 o t O O O O O O O O \ .-. 00 000 00 O O 0 00- C 5 m 0-c o CLASS D.L.O. DIMS. � }, T D.L.O. HEIGHT = FRAME HEIGHT - 11.125" Engr: JAVAO AFo1AD CIVILO.L.O. ,!, a WIDTH (X DOORS) � FRAME WIDTH - 12.813" FU1. PE 1 7oSa2 0 D.L.O. WIDTH (XX DOORS) o (FRAME WIDTH - 22.125")/2 s 0:0 0 o iJi 1b • 76 0 0 0 0 0 } § AN 0 o NOTE: 0 0 e o 0 042015 0 0 0 0 0 10 1 4j drawing no. GLASS CAPACITIES ON THIS SHMT ARE o0 0 0 0 0 0 0 0 o BASED ON ASTM E1300-09 (3 VC. GUSTS) 0 11 EGRESS REQUIREMENTS TO BE REVIEWED 13Y BUILDING OFFICIAL. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 W12-08 sheot 2 of 9 o e 0; o 0 0 0 0 0 0 ooe e o 0 0 0 0 0 o e o 0 0 0 0 00 00 00 0 00 00 oeo o e o 000 0 0 , w ,1 " SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). )BY OR 28Y WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 1/8" HEAT STREN'D. GLASS 090" Interlo r Butocito PV8 Oy 'Kuroroy America, Inc.' —1/8' HEAT STREN'D. CLASS SILICONE 26 DOW CORNING 899 m � 0 4� 8 I 01 1 O / GLASS TYPE 'G 1' 3/16" HEAT STREN'D. GLASS {�o/ .090" Interloyer 4 Bulocito PVB By 'Kuroroy Americo, Inc.' 0 3/16" HEAT STREN'D. GLASS SILICONE 0. i m DOW CORNING 888 26 ioIL 4 r a i I I 0 40 SETTING BLOCKS AT LAM. GLASS READ. FOR WIDTHS EXCEEDING 36" ONLY. u' 2 NOTCH GLAZING BEAD LEG TO a SE CLEAR BLACKS �j g 91ASS !YEE 'G2' �- v J g 1/8" TEMP. GLASS J 5/18" AIR SPACE N 1/8" HEAT STREN'D. GLASS Wes'► 090" Intorloyer Saflex C cor And Color Gloss By 'Eastman Chemical Co.' co 1/8" HEAT SIREN-D. CLASS 3 toM o r OM mDOW CORNING 899 Z tt-i m s u, 26 ST. STEEL I METAL SPACER D5 $ 3 z V O m 13 8 (U ;: w W or = -NMi 35 SILICONE �^ SETTING BLOCKS AT INSUL. LAM. GLASS _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 'G3' o ASS TYPE PRQDUCiREVISED me ~ply %$ witf the Flod& Do A �Ne 1S'ad3.I * all 0 ok`�_ ,atte lrl 00 000 0 0 0 0 _�%`�^t ` `AN 6^� 0 0 0 0 .01 o e o _ PA w p o 0 0 oe e o o 0 o 0 00 o e s s oeo o o e o 0 0 0 0 0 0 J, s 30_ 00 Goo 00 0 0 0 •o Er THESE DOORS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. lI" .IAVAo AHttAO SHUTTERS ARE NOT REQUIRED. I FUL PEMV0592 o—o-o-o--� o o SA•Ne V 0 0 0 o e o 0 0 0 o 0 o e o 0 0 • 0 g$ 8 0 R 0 0 0 s1o2�R o 0 0 0 o 0 0 0 0 •� e e ® drawing no. IIW12-08 00o e o 0 0 000 0 e 0 o e o 0 0 0 0 0 0 o coo 0 0 0 0 0 o e o 0 0 0 0 0 0 00 00 0 0 0 00 •o 000 0 0 0 000 0 0 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS _ 1. Manufacturer's die drawings and sections (see below) ' 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. 00000 00.0 0 0 ° ...0 000000 0 0 0 0 B. TESTS (submitted under file #12-0402.03) 00 . 0 ° e ° 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 000000 ° 00 ° 0 ° 000000 0 2) Uniform Static Air Pressure Test, Loading per F3C'TAS 202-940 100. 3) Water Resistance Test, per FBC, TAS 202-94 000 0:: 0 0 0 0 0 "' ° 0 0 0 0 4) Large Missile Impact Test per FBC, TAS 201-9400 0.0 0 ° 0.0..0 5) Cyclic Wind Pressure Loading per FBC, TAS 203:940' : """ 0 000000 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 20%-940 0 0 ° along with marked -up drawings and installation diagram of an aluminum 6utswing Fr ROUdoor, 0 ` 0 a 0 ° O 0 0 0 0 prepared by Hurricane Engineering & Testing est Report No. ° 0 0 ease: � Inc.,! 00 . ..O O ° q HETI-12-33579 HETI-12-33583, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1 3 00-02, -04 & -09. D. QUALITY ASSURANCE ' 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12--1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA 012-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. _CV14•. •. haq I. Chanda, P.E. Product Control Examiner NOA No.15-0603.13 �. Expiration Date: March 20, 2019 Approval Date: October 15, 2015 E-1 MIAMI-DADE - MIAMI-DADE COUNTY on PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www ralamidade.eov/economy ECO Windows Systems, LLC 9114 N. W.106ie Street, Medley, FL 33178 .... SCOPE: • "" ...... This NOA is being issued under the applicable rules and regulations governing the use oftbnshuctiopnnpterials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA'-10nuct Cobtro'1 Section• to be used in Miami Dade County and other areas where allowed by the Authority Having ]ali'sdiction (AU). : .... This NOA shall not be valid after the expiration date stated below. The Miami -Dade CoapN PiroductG®steal Sect�l,on (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) TAQ;7r,the right t2 have ::I;*�• product or material tested for quality assurance purposes. If this product or material faU%tophrforMMtileacceWgq... manner, the manufacturer will incur the expense of such testing and the AHJ may imso"ately revoke, modify, or.' suspend the use of such product or material within their jurisdiction. PERA reserves the right to Fevoke this.% acceptance, if it is determined by Miami -Dade County Product Control Section that this prdduct 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 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, 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. MLSSILE IMPACT BATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G1 and G2 are limited to .090" Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 all 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 thejob site at the request of the Building Official. This NOA revises NOA #12-0402.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMMADE COUNTY NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 Page I ESR-2613 I Most Widely Accepted and Trusted Page 7 of 11 TABLE 4—LTS, MTS, AND HTS TWIST STRAPS TOTAL QUANTITY OF FASTENERS' ALLOWABLE UPLIFT LOADS"' (Ibs) TWIST STRAP MODEL STRAP LENGTH When Installed When Installed When Installed with 10d When Installed with SERIES NO (in) with 10d Common with 10dx1 + 1, Common Nails 10dxl'I2 Common Nails Co = 1.6 CD = 1.6 Nails Common Nails LTS12 12 LTS' LTS16 16 12 12 775 720 LTS18 18 LTS20 20 MTS12 12 MTS16 16 ,•„ MTS' 14 14 1,000 '..' : 1,000. MTS18 18 MTS20 20 •••�•• •••••• MTS30 30 "'" HTS16 16 16 16 1,260 .•"•, 1,'�jl,,;, HTS20 20 HTS24 24 •••••• HTS' ••��• HTS28 28 20 24 1,450 ,,,,, HTS30 30 HTS30C 30 .••�•• For BE 1 inch = 25.4 mm, 1 Ibs = 4.45 N •. .. 'Half of the fasteners must be installed on each end of the strap to achieve the allowable uplift load. Tabulated allowable uplift loads must be selected based on duration of load as permitted by the applicable building code. 'Tabulated allowable uplift loads have been increased for wind or earthquake loading. No further increase is allowed. Allowable loads must be reduced when other load durations govern. 'Each model of the LTS and MTS twist strap series (except for the MTS30) has more nail holes than the minimum quantity of nails specified in the table. 6HTS30C has the twist in the center of the strap length. , TYp- 1'/a LTS12 (MTS and HTS Similar) Typical MTS Installation - Rafter to Stud FIGURE 4—TWIST STRAPS Typical MTS Installation - Truss to Double Top Plate V. ESR-2613 1 Most Widely Accepted and Trusted Page 3 of 11 permits lumber having an assigned minimum specific gravity of 0.50 and 0.43. The lumber used with the connectors described in this report must have a maximum moisture content of 19 percent (16 percent for engineered lumber) except as noted in Section 4.1. _ The thickness of the wood members must be equal to or greater than the length of the fasteners specified in the tables in this report, except if noted otherwise in the tables and accompanying footnotes in this report, or as required by wood member design, whichever controls. S 3.2.3 Fasteners: Bolts, at a minimum, must comply with ASTM A36 or A307. Nails used for connectors, straps, and ties described in this report must comply with ASTM F1667 and have the following minimum dimensions and bending yield strengths (Fyb): FASTENERS NAIL DIAMETER (inch) NAIL LENGTH (inches) F (psi) 8d x V/2 0.131 11/2 100,000 8d 0.131 21/2 100,000 10d x V/2 0.148 11/2 90,000 10d 0.148 3 90,000 For SI: 1 inch = 25.4 mm. Fasteners used in contact with preservative treated or fire retardant treated lumber must comply with Section 2304.9.5 of the IBC, Section R317.3 of the 2012 and 2009 IRC or Section R319.3 of the 2006 IRC, as applicable. The lumber treater or this report holder (Simpson Strong -Tie Company) should be contacted for recommendations on minimum corrosion resistance of fasteners and connection capacities of fasteners used with the specific proprietary preservative treated or fire retardant treated lumber. 4.0 DESIGN AND INSTALLATION 4.1 Design: The tabulated allowable loads shown in this report are based on allowable stress design (ASD) and include the load duration factor, Ca, corresponding with the applicable loads in accordance with the NDS. Tabulated allowable loads apply to products connected to wood used under dry conditions and where sustained temperatures are 100°F (37.8°C) or less. When products are installed to wood having a moisture content greater than 19 percent (16 percent for engineered wood products), or when wet service is expected, the allowable loads must be adjusted by the wet service factor, CM, specified in the NDS. When connectors are installed in wood that will experience sustained exposure to temperatures exceeding 100OF (37.80C), the allowable loads in this report must be adjusted by the temperature factor, Ct, specified in the NDS. Connected wood members must be analyzed for load - carrying capacity at the connection in accordance with the NDS. 4.2 Installation: Installation of the connectors must be in accordance with this evaluation report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacture's published installation instructions, this report governs. 4.3 Special Inspection: 4.3.1 Main Wind -force -resisting Systems under the IBC: Periodic special inspection must be conducted for components within the main wind -force -resisting system, where required in accordance with Sections 1704.2 and 1705.10 of the 2012 IBC, Sections 1704 and 1706 of the 2009 IBC, and Section 1704 of the 2006 IBC. 4.3.2 Seismic -force -resisting Systems under the IBC: Periodic special inspection must be conducted for components within the seismic -force -resisting system, in accordance with Sections 1704.2 and 1705.11 of the 2012 IBC, and Sections 1704 and 1707 of the 2009 and 2006 IBC. 4.3.3 Installations under the IRC: Special inspections are normally not required for connectors used in structures regulated under the IRC. However, for components and systems requiring an engineered design ih. aggftance.0.. 0. with IRC Section R301, period%Woecl�l inspegtjpn.must be ° ° in accordance with Sections 4.�.1.ggd,4.3.2 of°tDIS report. 5.0 CONDITIONS OF USE 0 0 0 : 0 0 0 ° 000000 The Simpson Strong -Tie Hugr'b O,and %sMi;°Straps and Ties described in this rdoW comply° with, or are ° *. 0 0 0 suitable alternatives to what is° pLecified ire tht ho9e codes+ 0 0 0 0 listed in Section 1.0 of this repert,0subject to e T4ollowing, 0 0 0 0 0 conditions: 000000 0 ° 0 0 0 0 . 5.1 The connectors must be manufactured: irlepft4ed and ° ° ° installed in accordance*. with* Jhis report and thg* ° 00000 manufacturer's published °installation 115tryclons. A copy of the instructions must be available° at the jobsite at all times during installation. 5.2 Calculations showing compliance with this report must be submitted to the code official. The calculations must be prepared by a registered design professional where required by the statues of the jurisdiction in which the project is to be constructed. 5.3 Adjustment factors noted in Section 4.1 and the applicable codes must be considered, where applicable. 6.4 Connected wood members and fasteners must comply, respectively, with Sections 3.2.2 and 3.2.3 of this report. 5.5 Use of connectors with preservative or fire retardant treated lumber must be in accordance with Section 3.2.1 of this report. Use of fasteners with preservative or fire retardant treated lumber must be in accordance with Section 3.2.3 of this report. 6.6 The FTA series tie anchors are factory -welded connectors manufactured under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Joist Hangers and Similar Devices (AC13), dated October 2010 (editorially revised December 2011). 7.0 IDENTIFICATION The products described in this report are identified with a die -stamped label or adhesive label indicating the name of the manufacturer (Simpson Strong -Tie), the model number, and the number of an index evaluation report (ESR-2523) that is used as an identifier for the products recognized in this report.. ESR-2613 1 Most Widely Accepted and Trusted Page 2 of 11 and clear span, and Figure 6b for drawings of a typical FTA anchor installation. 3.1.7 SP and SPH Series Stud Plate Connectors: The SP1 connector fastens one edge of a wood stud to the contiguous edge of a wood sill plate, and the SP2 connector fastens to one side of a wood double top plate and to the contiguous edge of a wood stud. The SP4, SP6, SP8, SPH4, SPH6, and SPH8 are 11/4-inch-wide (32 mm) U-shaped straps with a horizontal portion that bears against the wood wall top plates or sill plates and two vertical legs that are nailed to the edges of a wood stud. The SP and SPH connectors are fabricated from No. 20 and No. 18 gage galvanized steel, respectively. See Table 7 for SP and SPH models, connector dimensions, required fasteners, and allowable uplift loads. See Figure 7 for drawings of the SP1 and SP2 connector, and of typical stud -to -plate connection details for the SP1, SP2, SP4, and SPH4 connectors. 3.1.8 RSP4 Reversible Stud Plate Ties: The RSP4 tie plates are used to connect a nominally 2-inch-wide wood stud to either a top or sill plate of a wood framed wall. The RSP4 tie connector is fabricated from No. 20 gage galvanized steel. See Table 8 for required fasteners and allowable loads. See Figure 8a for a drawing of the RSP4 connector showing overall dimensions; Figure 8b for a drawing of a typical RSP4 installation connecting a wood double top plate to a wood stud; and Figure 8c for a typical RSP4 installation connecting a wood stud to a wood sill plate. 3.1.9 SSP and DSP Stud Plate Connectors: The SSP stud -to -plate connector is used to provide a positive connection between a single wood stud and the top or sill plate of the same wood wall, and the DSP stud -to -plate connector is used to provide a positive connection between a double wood stud and the wood wall top or sill plate of the same wood wall. The SSP and DSP connectors are fabricated from No. 18 gage galvanized steel. See Table 9 for required fasteners and allowable uplift loads. See Figure 9 for drawings of the SSP and DSP connectors showing overall dimensions; a drawing of an SSP installation connecting a stud to a sill plate; and a drawing of a DSP installation connecting a double wood stud assembly to a top plate. 3.1.10 HGT Heavy Girder Tiedown Brackets: The HGT heavy girder tiedown brackets are used to provide a positive connection between wood roof beams or multi -ply wood roof trusses and wood posts vertically aligned to support the end reaction of the beam or truss member. The HGT tiedown connector is a U-shaped bracket that is installed over the top chord of the roof truss having a slope from 3:12 (14 degrees) to 8:12 (34 degrees). Other components required for the connection, such as the anchor rods and hold-down or tie -down devices, that must be used to form a complete load path to resist design uplift forces from their point of origin to the load -resisting elements, that is, the vertically aligned supporting wood post, must be designed and specified by the registered design professional. The HGT tiedown brackets are fabricated from No. 7 gage steel, and are supplied with insert plates and crescent washers. See Table 10 for _ tiedown connector models, connector dimensions, fastener schedules, and allowable uplift loads. See Figure 10 for a drawing of the HGT-2 tiedown connector, and a drawing of a typical connection detail showing necessary • components, including those not covered in this evaluation report, such as the HTT22 tension Tie. 3.2 Materials: 3.2.1 Steel: Unless otherwise noted, the connectors described in this report are fabricated from ASTM A653, SS designation, Grade 33, galvanized steel with a minimum yield strength, Fy, of 33,000 psi (227 MPa) and a minimum tensile strength, Fu, of 45,000 psi (310 MPa). The FTA floor anchor ties are fabricated from ASTM A1011, SS designation, Grade 33, hot rolled steel with a minimum yield strength of 33,000 psi (227 MPa) and a minimum tensile strength of 52,000 psi (358 MPa). The HTS twist straps, the SSP and DSP stud -to -plate ties, and the H2.5A hurricane tie are fabricated from ASTM A653, SS designation, Grade 40, steel with a minimum yield strength of 40,000 psi (275 MPa) and a minimum tensile strength of 55,000 psi (379 MPa). The body of the HGT heaver girder tiedo�vri bracket is fabricated from ASTM A1011 o SS°aasignatioh,° Made 33.****:* hot rolled steel with a minimum %ld 9trengt4 bt 33,D00 psi 00 (227 MPa) and a minimum WhIs14 %frength Cf°52,000 psi° ° ° ° ° o (358 MPa), and the crescent 4Wd II&S of the HOT bracket ° °°000 are fabricated from ASTM A3� stm4 with a fni o omojm yiel o strength of 36,000 psi (248 Pa)°and a minimum tensile ° ° ° ° strength of 58,000 psi (399 MF&*a ° ° °°°oo° ° o ° ° o ° 0 ° Base -metal thicknesses for fff0 0 °eennectors in this report ° ° 0 0 ° are as follows: ° ° ° ° ° ° ° o 0 0 0 ° 00000 NOMINAL THICKNESS (gage) MINI UM Bq.110�=AL ° o °"ICKNESS (inch) ° No. 3 ° ° 0.22M ° o o ° No. 7 0.1705 No. 10 0.1275 No. 14 0.0685 No. 16 0.0555 No. 18 0.0445 No. 20 0.0335 For SI: 1 inch = 25.4 mm. The galvanized connectors have a minimum G90 zinc coating specification in accordance with ASTM A653. Some models (designated with a model number ending with Z) are available with a G185 zinc coating specification in accordance with ASTM A653. Some models (designated with a model number ending with HDG) are available with a hot -dip galvanization, also known as "batch" galvanization, in accordance with ASTM A123, with a minimum specified coating weight of 2.0 ounces of zinc per square foot of surface area (600 g/m2), total for both sides. Model numbers in this report do not include the Z or HDG ending, but the information shown applies. The FTA floor anchor ties and HGT Heavy Girder Tiedown Brackets have a painted finish and may also be available with the HDG finish. The lumber treater or holder of this report (Simpson Strong -Tie Company) should be contacted for recommendations on minimum corrosion resistance of steel connectors in contact with the specific proprietary preservative treated or fire retardant treated lumber. 3.2.2 Wood: Supporting wood members to which these connectors are fastened must be solid sawn lumber, glued - laminated lumber, or engineered lumber [such as Laminated Veneer Lumber (LVL), Parallel Strand Lumber (PSL), and Laminated Strand Lumber (LSL)j having dimensions consistent with the connector dimensions shown in this report. Unless otherwise noted, supporting wood members and supported members must have an assigned minimum specific gravity of 0.50 (minimum equivalent specific gravity of 0.50 for engineered lumber), except as noted in Table 7 for the SPH stud plate tie connectors, which permits lumber having an assigned minimum specific gravity of 0.50 and 0.55; and Table 9 for the SSP and DSP stud -to -plate tie connectors, which 0 00000 0 ICC-ES Evaluation Report ESR-2613 www.icc-es.org 1 (800) 423-6587 I (562) 699-0543 DIVISION: 06 00 00—WOOD, PLASTICS, AND COMPOSITES Section: 06 05 23—Wood, Plastic, and Composite Fastenings REPORT HOLDER: SIMPSON STRONG -TIE COMPANY INC. 5956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 94588 (800)925-5099 www.stroncitle.com EVALUATION SUBJECT: SIMPSON STRONG-TIEe HURRICANE AND SEISMIC STRAPS AND TIES FOR WOOD FRAMING 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2012, 2009 and 2006 International Building Code® (IBC) ■ 2012, 2009 and 2006 International Residential Code (IRC) Property evaluated: Structural 2.0 USES The Simpson Strong -Tie® hurricane and seismic straps and ties described in this report are used as wood framing connectors in accordance with Section 2304.9.3 of the IBC. The products may also be used in structures regulated under the IRC when an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 3.0 DESCRIPTION 3.1 General: The Simpson Strong -Tie hurricane and seismic straps and ties recognized in this report are installed to resist design forces on wood -frame construction resulting from the application of the most critical effects of the load combinations prescribed by code that include wind or seismic loads. 3.1.1 Hurricane Ties: Hurricane ties are used to anchor wood rafters or joists to wood wall plates or studs or to anchor wood studs to wood sill plates. The H6, H7Z, H15, and H15-2 ties are formed from No. 16 gage galvanized steel; the H1, H2, H2.5, H2.5A, H3, H5, H10, H10A, and H10-2 ties are formed from No. 18 gage galvanized steel; and the H4 tie is formed from No. 20 gage galvanized Reissued June 2017 This report is subject to renewal June 2018. A Subsidiary of the International Code Council® ,,.. steel. See Table 1 for tie mocjel nuylbers, tl2,1i"ensions..... fastener schedules, and allow9p121c%ds. See Figures la and lb for drawings of the hurricane ties reoo nleed in this, ' ,e . report, and Figure 1c for..alewings o Installation,,,... configurations with designated'allowable load directions. .... 3.1.2 HS24 Hurricane Tie! ,"[he,•HS24:MdrtiLane tig.... anchors wood rafters or trusW.tp.)Wood viall top plates,.:.. - The HS24 connector is fom V from No!• ii gage galvanized steel. See Table 2 for required fasteners anci�' .. . allowable loads. See Figure 2 a`or .acirewing of tho HS24 be and a typical installation detail.' ;,,,;, •"'•' 3.1.3 RST-1 and RST.2 MyVtca:ie Till:, The RS-P.... hurricane ties are used to anchor single -ply wood rood trusses (or rafters) to vertically aligned wood studs. The RST-1 is designed to anchor single -ply wood trusses with lumber oriented horizontally, and the RST-2 is designed to anchor two-ply wood trusses with lumber oriented vertically or single -ply wood trusses with lumber oriented horizontally. The RST-1 and RST-2 hurricane tie connectors are fabricated from No. 20 and No. 18 gage galvanized steel, respectively. See Table 3 for RST model numbers, width and length dimensions, required fasteners, and allowable uplift loads. See Figure 3 for drawings of the RST-1 tie and a typical installation detail. 3.1.4 LTS MTS, and HTS Series Twist Straps: The LTS, and HTS series twist straps are used to anchor wood trusses or rafters to wood wall double top plates, wood studs, wood beams, or wood rim boards. The LTS, MTS, and HTS series twist straps are formed from No. 18, No. 16, and No. 14 gage galvanized steel, respectively. See Table 4 for strap model numbers, overall strap lengths, required fasteners, and allowable uplift loads when installed with different fastener schedules. See Figure 4 for a drawing of an LTS12 twist strap and two typical MTS strap installations. 3.1.5 LFTA Light Floor Tie Anchor: The LFTA light floor tie anchor is used as a floor -to -floor tension tie and is formed from No. 16 gage galvanized steel. See Table 5 for anchor tie dimensions, required fasteners, and the assigned allowable uplift load. See Figure 5 for a drawing of the LFTA connector. 3.1.6 FTA Floor Tie Anchors: The FTA floor tie anchors are used to connect vertically aligned studs between a horizontal wood diaphragm assemblage with floor joists having a maximum 12-inch nominal depth. The FTA2 and FTA5 are formed from No. 10 gage galvanized steel, and the FTA7 is formed from No. 3 gage galvanized steel. See Table 6 for FTA models, anchor dimensions, required fasteners, and allowable tension loads. See Figure 6a for a drawing of an FTA floor anchor tie defining overall length ICC-ES Evaluation Reports are not to be cmurarned as representing aesthetics or any other attribmes not specifically addressed. nor are they to be constnted as an endorsement oJ'the subject ofthe report or a recommendation Jor its use. There is no irarranryy by ICC Evaluation Service, L.L.C. express or implied, as to am' finding or other matter in this report or as to any product covered br the report. Copyright 020171CC Evaluation Service, LLC. All rights reserved. Page 1 of 11 1 DIVISION: 06 00 00—WOOD, PLASTICS ANDCOMP03mig ;••• SECTION: 06 05 23—WOOD, PLASTIC, AND COMPOSITE FA•SUNINGS:••••• ,,,,• ...... ..... :...% REPORT HOLDER: ••• SIMPSON STRONG -TIE COMPANY INC. 5956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 94588 EVALUATION SUBJECT: SIMPSON STRONG -TIE HURRICANE AND SEISMIC STRAPS AND TIES FOR WOOD FRAMING ICC ICC ICC CG C"LISTO Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence" A Subsidiary of ICC-ES Evaluation Reports are not to be construed as representing aesthetics or anv other attributes not specifically addressed, nor are the to be construed as an endorsement of the subject of the report or a t recommendation for its use. There is no warranty by ICC Evaluation Semite, LLC, express or implied, asW�K11to anyfinding or other matter in this report, or as to anyproduct covered by the report.^ •�+�Ik Copyright ® 2017 ICC Evaluation Service, LLC. All rights reserved. Florida Buildino Code. Residential 2007 Edition R101.2.1 Scope R4407 HVHZ Masonry R4408 HVHZ Steel R4409 HVHZ Wood 11. ALLOWABLE LOADS: .... The tables that follow reference the allowable loads for the aforemeaone2i.produCM TABLE 1 ALLOWABLE LOADS AND FASTENERS ,• FOR TRUSS TO MASONRY OR CONCRETE ALLCONNECTQMO Fasteners Allowablq j Wift Loalo •' Model Length .0 No. Ga (in.) CMU Concrete Southern ..'„' Truss/Rafter (Titen) (Titen) Pine/DouglasEv,.Spruce-Pino-Fir Larch MTSM16 16 16 7-10d 4-'/sX2'% 4'/ax1% 875 •• 755""' MTSM20 16 20 7-10d 4'/sX2'/a 4'/eX1'/a 875 •• 76b. . HTSM16 14 16 8-10d 4-Y.X2'/. 4!/.X1'/. 1175 1010 _ePTSM20 14 20 10-1Od 4-'/.X2'/. 4-%xl%. 1175 1010 18 4-SDS'/.X1% 5?/.X2'/. 5-'/.X1'/. 805 690 HGAM10' 14 4-SDS'/.X1'/: 4'/.X2%. 4-'/.X2'/. 850 850 Notes: 1. Loads include a 60% load duration increase on the fastener capacity for wind loading where allowed by the Florida Building Code. Loads do not include a stress increase on the strength of the steel. No further increases are permitted. Reduce loads where other loads govern. 2. HM9 allowable F1 load shall be 635 lbs (DFUSYP) & 545 lbs (SFP), and allowable F2 load shall be 200 lbs (DFUSYP) & 170 lbs (SPF). 3. HGAM10 allowable Ft load shall be 1005 lbs (DFUSYP) & 870 lbs (SFP). and allowable F2 load shall be 1105 Ibs (DFUSYP) & 950 lbs (SPF). 4. Allowable loads for the HGAM10 are for one connector. A minimum rafter thickness of 2 Y." must be used when framing anchors are installed on each side of the joist or truss. Moisture harrier not shown Figure 1 Typical MTSMM/HTSM Application Page 7 of 13 HM9 0 Figure 2 Typical HM9 Installation HGAM10 F� � , Figure 3 Typical HGAM10 Installation Simpson Strong -Tie Embedded Truss Anchors META12, META14, META16, META18, META20, META22, META24, META40, HETA12, HETA16, HETA20, HETA24, HETA40, HETAL12, HETALI6, HETAL20, HHETA12, HHETA16, HHETA20, HHETA24, HHETA40, LTA1, DETAL Wood to Masonry Straps MSTAM24, MSTAM36, MSTCM40, MSTCM60 Girder Tiedowns FGTR, FGTRE, FGTRHL, FGTRHR 0000 Wood to Masonry Hangers 0 0 0 0000 0 LGUM26-2, LGUM28-2, LGUM210-2, LGUM26-3, LGUM28-S,ok6L$M210-3p O o 0 LGUM26-4, LGUM28-4, LGUM210-4, LGUM46, LGUM48, I-Ok 1�440, 0 HGUM5.25, HGUM5.50, HGUM7.00, HGUM7.25, HGUM9.00 0 0 0 0 0 O O O O O O O O 0 000000 3. SCOPE OF EVALUATION 0000 000 0 000000 0 0 O O 000000 Load Evaluation as a Structural Component using the requirements of tl% Fldrida Building Code, Building. e 4. DESCRIPTION: O60e69 . 00 o Oe0 0 O O 4.1 MTSM16 and MTSM20 Twist Straps for Wood to Masonry. The MTSM 16 and MTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The MTSM fastens to the wood member with 10d common nails, and fastens to the wall with either %x2%" Titen Masonry Screws for a masonry wall, or %x1W Titen Masonry Screws for a concrete wall. These connectors are manufactured from 16 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.2 HTSM16 and TSM20 wist Straps for Wood to Masonry. The HTSM16 and HTSM20 are used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HTSM fastens to the wood member with 10d common nails, and fastens to the wall with either %x2%4" Titen Masonry Screws for a masonry wall, or %xl%" Titen Masonry Screws for a concrete wall. These connectors are manufactured from 14 gauge steel meeting ASTM A653 SS Grade 50, Class 1. The galvanized coating complies with the G90 requirements of ASTM A653. Twist strap fastener schedules, dimensions and allowable loads are shown in Table 1. See Figure 1 for additional details of twist straps for masonry. 4.3 HM9 Hurricane Tie. The HM9 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HM9 fastens to the wood member with Simpson % X 1 Y2" SDS screws (provided with the part), and fastens to the wall with either %x2%" Titen Masonry Screws for a masonry wall, or %x 1 %" Titen Masonry Screws for a concrete wall. The HM9 is manufactured from 18 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Hurricane tie fastener schedule, dimensions and allowable loads are shown in Table 1. See Figure 2 for additional details of the HM9. 4.4 HGAM10 Hurricane Gusset Angle. The HGAM10 is used to anchor wood trusses, rafters, or beams to masonry or concrete walls. The HGAM10 fastens to the wood member with Simpson % X 1 %" SDS screws (provided with the part), and fastens to the wall with %x2%4" Titen Masonry Screws. Allowable loads are shown in Table 2. The HGAM10 is manufactured from 14 gauge steel meeting ASTM A653 SS Grade 33. The galvanized coating complies with the G90 requirements of ASTM A653. Angle Page 2 of 13 Simpson Strong -Tie 000000 O 0 0 0 0 a O e OOO000 O O 00000 O 0 oeo.o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 e o 00000 0 Jax Apex Technology, Inc. FBPE CA NO.7547 4745 Sutton Park Court, Suite 402 Jacksonville, FL 32224/ 9041821-5200 Evaluation reports are the opinion of the engineer who prepared the report, based on the tindings, and iopa .. way constitute or imply approval by a local building authority. The engineer, in .�.eview of tf'ie data submitted, finds that, in his opinion, the product, material, system, or method of constructpn speawicaOp Identified in this report conforms with or is a suitable alternate to that specified in tte'F'lorida $uilding Code, SUBJECT TO THE LIMITATIONS IN THIS REPORT Jeffrey P. Arneson, an employee of Jax Apex Technology, Inc. (Apex Technolo&. R tpe • • •, authorized evaluating engineer of this report. Apex Technology is the prime professional, as defined in Florida Rule 61 G-30.002, authorized to sell the engineering services performed by Jeffrey P. Arneson, and is in no way acting, nor attempting to act, as an approved evaluation entity. Neither Jeffrey P. Arneson, nor any other employee of Apex Technology, has performed calculations or testing for the products listed in this report. This evaluation is based solely upon the review, under the direct supervision of Jeffrey P. Arneson, of testing and/or calculations submitted by the manufacturer. The capacities listed in this report are based on the limiting capacities as determined from the substantiating data. We reviewed the substantiating data to a degree that allowed us to determine whether or not the work performed is consistent with the intended use of the product, and that the methods used are in compliance with, or meet the intent of, the Florida Building Code. All test reports were prepared by an approved testing laboratory. REPORT NO.: SIM200802 CATEGORY: Structural Components SUB CATEGORY: Metal Connectors SUBMITTED BY: SIMPSON STRONG -TIE COMPANY, INC. 5956 W. LAS POSITAS BOULEVARD PLEASANTON, CA 94588 1. CERTIFICATION OF INDEPENDENCE: Jeffrey P. Arneson, the Florida engineer who prepared this report, and Apex Technology have no financial interest in the manufacturing, sales, or distribution of the products included in this report. Jeffrey P. Arneson and Apex Technology comply with all criteria as stated in Florida Administrative Code Chapter 96-72.110. 2. PRODUCT NAME Truss to Wall Connectors MTSM16, MTSM20, HTSM16, HTSM20, HM9, HGAM10 Page 1 of 13 Simpson Strong -Tie SIM200802 Used for Florida State Wide Product Approval # FL11473 .----. Products on this Report which are approved: Product FL# Product FL# .•.••' '• --=-- DETAL20 11473.1 LGUM210-2-SDS 11473.12 ""-- ••�••' FGTR 11473.2 LGUM210-3-SDS 11473.13 „•,.. FGTRE 11473.2 LGUM210-4-SDS 11473.14 : : •""' FGTRHL 11473.2 LGUM26-2-SDS 11473.12 : ...: FGTRHR 11473.2 LGUM26-3-SDS 11473.13"••' "'. : - HETA12 11473.3 LGUM26-4-SDS 11473.14 -• HETA16 11473.3 LGUM28-2-SDS 11473.12 HETA20 11473.3 LGUM28-3-SDS 11473.13 HETA24 11473.4 LGUM28-4-SDS 11473.14 HETA40 11473.4 LGUM410-SDS 11473.15 HETAL12 11473.5 LGUM46-SDS 11473.15 HETAL16 11473.5 LGUM48-SDS 11473.15 HETAL20 11473.5 LTA1 11473.16 HGAM10 11473.6 META12 11473.17 HGUM5.25 11473.7 META14 11473.17 HGUM5.50 11473.7 META16 11473.17 HGUM7.00 11473.8 META18 11473.17 HGUM7.25 11473.8 META20 11473.18 HGUM9.00 11473.8 META22 11473.18 HHETA12 11473.9 META24 11473.18 HHETA16 11473.9 META40 11473.18 HHETA20 11473.9 MSTAM24 11473.19 HHETA24 11473.10 MSTAM36 11473.19 HHETA40 11473.10 MSTCM40 11473.19 HM9 11473.6 MSTCM60 11473.19 HTSM16 11473.11 MTSM16 11473.2 HTSM2 11473.11 MTSM20 11473.2 SIMPSON STRONG -TIE COMPANY, INC Miami -Dade County Building Department e-Permitting Search: http://egvsys.co.miami-dade.fl.us:1608fWWWSERV/ggvt/BNZAW9... Z �•� Business Employee MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 11/07/2017 MUNICIPAL NO.2018-007634 FOLIO: 1122310140050 JOB SITE ADDRESS 530 NE 107 ST PROPOSED USE SINGLE FAM RES-CLUST-ZERO LOT -TOWN H /NEW BEDRM AND BATH LEGAL 36 52 41 31 52 42 PB 10-47 AMD PL MIAMI SHORES SEC 5 APPLICATION TYPE ADD ATTACHED 120 SOFT 1 UNITS 1 FLOORS OWNER NAME IVLIS DURAN MANTILLA CONTRACTOR QUALIFIER PERMIT TYPE MUNICIPAL BLDG CATEGORIES 0002 MUNICIPAL SUB -GENERAL BLDR DATE: 11/07/2017 PROCESS NUMBER: M2018000461 NEW *AMOUNT PAID 112.88 DERM 1 UP FRONT FEE- 80.00 RSUR 1 RER 7.5% SUR 000000.00 UBS1 1 BLDG 7.5% UPF 1.88 UPMU 1 UPFRONT FEE F 25.00 URS1 1 RER 7.5% UPFR 6.00 10/11/2017 08:33 BNZWEB1 181710110112 WEBIPAS 112.88 Back to Main Menu BLDG Home Page I BLDG Main Menu I BLDG Permit Menu I BLDG Plans Processing Menu I Inspection Types I Address Format Flome I About I Phone Directory I Privacy I Disclaimer E-mail your comments, questions and suggestions to Webmaster This page was last added on: February 23. 2004 Web Site 0 2004 Mami-Dade County. Al rights reserved. 1 of 1 11/7/2017, 9:31 AM Miami -Dade County Building Department http://egvsys.miamidade.gov: 1608/WW W SERV/ggvt/BNZAW965.D... e-Permitting Search: -a MIAMI•DADE 1,17hawt, A-whatq Resident Visitor Business Employee Permit Application Fees Permit ontact Name:ef PEDRO PEREZ (Total fees due Number: 201600760340I ddress: 13369 SW 42 ST Total fees paid 112.88 Sales Type Fee Code Fee Description Units Unit Desc Fee Amount Date Paid DERM D034 UP FRONT FEE -APPLICATION FEE1 APFEE 60.00 10/11/2017 DERM D056 MIN PLAN REVIEW -RESIDENTIAL MPRR 80.00 RSUR SR01 RER 7.5% SURCHARGE F 1 $ .00 11/06/2017 UBS1 S1302 BLDG 7.5% UPFRONT FEE SURCHARG 1F $ 1.88 10/11/201T UPMU F B199 I UPFRONT FEE FOR MUNICIPALITY F 1 F EACH F 25.00 10/11/2017 URS1 SR02 RER 7.5% UPFRONT FEE SURCHARGE F 1 F$ 6.00 10/11/2017 THE TOTAL DISPLAYED HAS BEEN PAID BLDG Home Page I BLDG Main Menu I SLOG Permit Menu I BLDG Plans Processing Menu I Insoeotion TYoes I Address Formal Home I About I Phone Directory I Pnvacv I Disclaimer E-mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site O 2004 Mami-Dada County. NI rights reserved. 1 of 1 11/7/2017, 9:26 AM Miami -Dade County - IFS Online Paymen C�ZD Impact Fees Online 1 Enter Process(s) 2 Payment Method h ttps://www8.miamidade.gov/apps/rer/ImpactFeesPayments/default.aspx Payment 3 M I A M IZADE (http://miamidade.gov) 4 Enter Payment Info Payment Submitted 5 View Receipt The Impact Fees Online Payment is available 7 days per week between the hours of 72:30 AM and 17:30 PM. Add Process Maximum of 10 processes Process Number Suffix Folio Site Address © M2018000461 Add Total Assessment Due: $0.00 Payment Method: Select a value... Submit Payment 0 Cancel Convenience Fee: Cancel Amount Due Total Charge: If you have questions about the Impact Fee Assessment please call the Impact Fee Section at 786-315-2660. For questions about acceptable forms of payment or other payment processing issue please call the Cashier Section at 786-315-2397. Privacy Statement (https://www.miamidade.gov/info/privacy_Pnd_security.asp) I Disclaimer (http://www.miamidade.gov/info/disclaimer.asp) I ADA Notice (http://www.miamidade.gov /info/ada_notice.asp) I Contact Us (http://www.miamidade.gov/info/contact.asp) © 2017 Miami -Dade County. All rights reserved. Ver. 1.0.0.17909 1 of 1 11/7/2017, 9:27 AM MIAMI mm MIAMI-DADE COUNTY MUNICIPAL INSPECTION MUNICIPAL NO.2018-007634 JOB SITE ADDRESS 530 Q,107 S" PROPOSED USE SINGLE FRES LEGAL 36 52 41 31 522 APPLICATION TYPE" ADD ATl OWNER NAME IVLIS DUR LL CONTRACTOR s OUALIFIF_R PERMIT TYPE MUNICIPAI G CATEGORIES 0002 MU 'AL SUS DATE: DERM UBS1 URS1 11/07/2017 P 1 UP FRONT 1 BLDG 7.5 1 RER 7.5% REQUIREMENTS AND RECORD 11/07/2017 FOLIO: 1122310140 H /NEW BEDRM AND IAMT SHORES SEC 5 \ 1 UNITS 1. BATH FLOORS W *AMOUNT PA16 1.12. RER 7.5% SUR 04000.00 UPFRONT FEE F ' ?5. 10/11/2017 08:33 BNZWEBI 181710110112 WEBIPAS 112.88 M AM (DADE MIAMI-DADE COUNTY MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 11/07/2017 MUNICIPAL NO.2018-007634 FOLIO: 1122310140 JOB SITE ADDRESS 530 NE 107 ST PROPOSED USE SINGLE FAN RES-CLUST-ZERO LEGAL 36 52 41 31 52 42 PB 10-47 APPLICATION TYPE ADD ATTACHED OWNER NAME IVLIS DURAN MANTILLA CONTRACTOR QUALIFIER PERMIT TYPE MUNICIPAO, BLDG LOT -TOWN H /NEW BEDRM AND AND PL MIAMI SHORES SEC 5 120 SOFT 1 UNITS 1 CATEGORIES 0002 MUNICIPAL SUB -GENERAL BLDR BATH 0ONMUM DATE: 11/07/2017 PROCESS NUMBER: M2018000461 NEW *AMOUNT PAID 112. DF_RM 1 UP FRONT FEE- 80.00 RSUR 1 RER 7.5% SUR 000000.00 UBS1 I BLDG 7.5% UPF 1.86 UPMU 1 UPFRONT FEE F 25.00 URS1 1 RER 7.5% UPFR 6.00 10/11/2017 08:33 BNZWEBI 181710110112 WEBIPAS 112.88 MIAMhM Process Number: M2018000461-0 Folio: 1122310140050 Fee Payer: MARIA B PEREZ 13369 SW 42 ST Department of Regulatory and Economic Resources Impact Fee Receipt Batch: Site Address: 530 NE 107 ST Collection Date: 1011912017 MIAMI, FL 33175 Fee Type Dist Category Cat ,Category Description Id .Code Sufix AREA 1 5002 00 UNIT SIZE (SO Fr) Collection Number: 121193 Units Fee Extended Deferral Deferral Amount Amount Admin 203.00 $0.92 $186.35 Total: $186.35 - - Deferred Amount: + Deferred Admin: Total Amount Due: $186.35 Paid Check: $0.00 Paid Cash: $0.00 Paid Credit: $186.35 Paid Convenience Fee: $3.78 Total Paid : $190.13 Report run on: November 07, 2017 10:10 AM Page 1 of 1 0>CD 0z 00m R2 ."o of•. 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V V 0 V V 0 0 40 -. b b b b b V p O♦ V 0 O♦ N V a1 S m m m nc°i a ,ma z a �m� N tf1 J Z et 0 N t,, a o V G m 4 tp os 4 r. aD O 4 r m O O V O O O Q b b O O V b O O Q b G 0 X W so r, v Z M A •'0 N Vt N W 4 O V W ar e, W♦ O V t0 I7, of V O� N J v V }t 1J1 17, d V a! O V V J rA N N J V 0 0 C V V 0 0 C G V V 0 0 C C V V 0 0 b C V 0 N O V V V 0 o Q C O O W V Q V O V V v Q o o O G G+ m pyj 4O .�• ,.+ V V V V V V J J V V V V q V V V V ooa00000 000a�0000v� LEAF JiErtt►� / / 86 7/8• OPG/ ;8 =-= 12' MAX. WEBS JAMBS SERIES 5W DUAL OUfSwIN6 ENTRANCE DOOR (LULL) AL-FAROOQ CORPORATION a ECO WINDOW SYSTEMS, LlC. ENGINEUSI &Pf=tcrDEMOPM04T 12w S W. 87 AvF 9114 N.W. 105 STREET MIAW FLOMDA 33174 C MEDLEY, FL. 33178 TEL IBM 2644100 Fax. r3M2GZ4W s TEL. (303) US-5299 FAX (3DS) 86s-5902 COUP -AN L\w12-08ECO