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1725 BEACH AVE RESO20-0002 P.A. & ENERGY - 4 OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 1 S 13 � �b� Permit#: RbS OaO —62f,c32.— *Owner/Project Name: /V 1 o.ik at/le� //�r.c� t frn Sc As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging /�a� ft rf-c.n,c-k poo ts- SCC a .e4u-`k 2.Sliding v 41 n L `L/ P o o f 5&c ,e,t�..Glib�.el. 3.Sectional 4.Garage Roll-Up Cit o p7 Goo t '*cio KA77, S1 5.Automatic 1 // 6.Other B.WINDOWS 1.Single hung 2. Horizontal slider 3.Casement J i n G a M•nr 1'1,61;01iw 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12.Other Page 1 of 4 Updated 10/17/18 l Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C.PANEL WALL 1.Siding .3-‘3r"NES ‘142i>>E t0`C)-7 2.Soffits S k,,.4_ S't\�c LS I Z Ci . 3. EIFS 4. Storefronts 5.Curtain walls 6.Wall louvers 7.Glass block 8. Membrane 9.Greenhouse 10.Synthetic stucco sC. C(JV occur o Nl. s 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles 2. Underlayments `t—(vLc) 1 C)Ll31) r 3. Roofing fasteners 4. Nonstructural metal roof • 5. Built-up roofing 6. Modified bitumen 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation 10.Waterproofing 11.Wood shingles/shakes ,_\,6,;--‘ ,,.,, S ,, iii �c�r�� r u�,v c,Lc1 T -t_ 12. Roofing slate 13. Liquid applied roofing 1 14.Cement-adhesive coats 15. Roof tile adhesive 16.Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# E.SHUTTERS 1.Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1. Wood connector/anchor °ti • 2.Truss plates 3. Engineered lumber 4. Railing 5.Coolers-freezers 6.Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12. Sheds 13. Other G.SKYLIGHTS 1.Skylight 2. Other H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 • In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name(Print Name): L( ( Z a ✓\--\C AK.S._J\--1 *Contractor Signature' *Company Name: `V IGJ4J1 fvt Ue-ArS Y *Mailing Address: `s 20.-r�.. S`fr *City: amt tit * *Zip3�ao �) 6.-��5 � � State: L Code: Le- *Telephone Number: (?‘94-\ 3 7' 34 *E-mail Address: ee- s /'��,�,�C,n {Ucn� (`S , c.e:31n Cell Phone Number: 4 8 13 (773 Fax Number: 614) 37Z Page 4 of 4 Updated 10/17/18 • • Marvin Ot Date/Time: 2/19/20 16:01 Job/Project Name: McAneny Builders/Frisch-Ele PK Version: 0003.01.01 Quote/Order Number: 4P4M8UQ Line Mark Unit Unit ID Product Line Product Licensee Florida Specificatio Number 1 Kitchen LH Al Elevate Casement 898 FL10197 AAMA/WD 2 Kitchen RH Al Elevate Casement 898 FL10197 AAMA/WD 3 Pantry Al Elevate Casement 898 FL10197 AAMA/WD 4 Powder 2 Al Ultimate Direct Glaze Round Top 1119 FL4781 AAMA/WD 5 Office/Laundry LH Al Elevate Casement 898 FL10197 AAMA/WD 6 Office/Laundry RH Al Elevate Casement 898 FL10197 AAMA/WD 7 Garage Stairs LH Al Elevate Casement 898 FL10197 AAMA/WD 8 Garage Stairs RH Al Elevate Casement 898 FL10197 AAMAJWD 9 Media Rm. Al Ultimate Sliding French Door 704 FL4939 AAMA/WD 10 Garage Stair Hall Al Elevate Elevate Assembly 10 Garage Stair Hall A2 Elevate Elevate Assembly 11 Hall LH Al Elevate Casement 898 FL10197 AAMA/WD 12 Hall RH Al Elevate Casement 898 FL10197 AAMA/WD 13 Stair Hall Al Elevate Casement 898 FL10197 AAMA/WD 14 Foyer/Rear Stairs Al Elevate Casement 898 FL10197 AAMA/WD 15 Living Rm. Al Ultimate Sliding French Door 704 FL4939 AAMA/WD 16 Rear Stair RH Al Elevate Casement 898 FL10197 AAMA/WD 17 Rear Hall RH Al Elevate Casement 898 FL10197 AAMA/WD 18 Rear Hall Al Elevate Outswing French Door 19 Library RH A 1 Elevate Outswing French Door 20 Library Stat A l Elevate Outswing French Door 21 Library LH A 1 Elevate Outswing French Door 22 Library LH Al Elevate Casement 898 FL10197 AAMA/WD 23 Library Stat Al Elevate Casement 898 FL10197 AAMA/WD 24 Library RH Al Elevate Casement 898 FL10197 AAMA/WD 25 Master Bath Al Ultimate Direct Glaze Round Top 1119 FL4781 AAMA/WD 26 Master Bath LH Al Elevate Casement 898 FL10197 AAMA/WD 27 Master Bath RH Al Elevate Casement 898 FL10197 AAMA/WD 28 Master Shower Al Elevate Casement 898 FL10197 AAMA/WD 29 Master Bdrm LH Al Ultimate Casement 1025 FL13145 AAMA/WD 30 Master Bdrm Al Ultimate Casement 31 Master Bdrm RH Al Ultimate Casement 1025 FL13145 AAMA/WD 32 Living/Dining Rm Al Elevate Outswing French Door 863 FL10196 AAMA/WD 33 Sun Rm.LH Al Elevate Casement 898 FL10197 AAMA/WD 34 Sun Rm.RH Al Elevate Casement 898 FL10197 AAMA/WD 35 Sun Rrn. A l Ultimate Casement 36 Bed 4/Bath 3 Al Elevate Casement 898 FL10197 AAMA/WD 37 Laundry Al Elevate Casement 898 FL10197 AAMA/WD 38 Upper Stair Hall Al Elevate Casement 898 FL10197 AAMA/WD 39 Upper Stair Hall LH Al Elevate Casement 898 FL10197 AAMA/WD 40 Upper Stair Hall RH Al Elevate Casement 898 FLI0197 AAMA/WD 41 Playroom/Upper Stair Hall LH Al Elevate Casement 898 FL10197 AAMA/WD 42 Playroom/Upper Stair Hall RH Al Elevate Casement 898 FLI0197 AAMA/WD 43 Playroom A 1 Elevate Outswing French Door 44 Upper Hall RH Al Elevate Casement 898 FL10197 AAMA/WD 45 Rear Stairs Al Elevate Casement 898 FL10197 AAMA/WD 46 Rear Stair RH Al Elevate Casement 898 FL10197 AAMA/WD 47 Bath I LH Al Elevate Casement 898 FL10197 AAMA/WD 48 Bath 1 RH Al Elevate Casement 898 FL10197 AAMA/WD 49 Bdrm 1,2,3 LH Al Elevate Casement 898 FL10197 AAMA/WD 50 Bdrm 1,2,3 RH Al Elevate Casement 898 FL10197 AAMA/WD 51 Bdrm 4 Al Elevate Outswing French Door 863 FL10196 AAMA/WD 52 Garage Entry Al Elevate Outswing French Door 53 Garage Al Elevate Casement 898 FL10197 AAMA/WD Performance Grade Performance Ratings are based upon AAMA/WDMA/CSA/-101/I.S.2/A440.Design pressures specified are based upon units without dividers.Authentic divided lite patterns,mu FORM R405-2017 OFFICE COPY C- - �J RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist ❑ A 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, e-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(one page) and an input summary checklist that can be used for field verification(usually four pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements(five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) ❑ 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) 1/21/2020 7:09:59 PM EnergyGauge®USA 6.0.04(Rev.1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Frisch Garage 2 Builder Name: McAneny Builders Street: 1725 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1879.1 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 950.97 ft2 b.Concrete Block-Int Insul,Exterior R=6.0 928.14 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 0 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (597.5 sqft.) Insulation Area a.Roof Deck(Unvented) R=20.0 597.50 ft2 6. Conditioned floor area above grade(ft2) 1184.5 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(336.0 sqft.) Description Area a.Sup:Garage 2,Ret:Garage 2,AH:Garage 2 6 77.675 a. U-Factor: Dbl,U=0.32 336.00 ft2 b.Sup: Attic,Ret:Attic,AH:Garage 2 Living 6 76.31 SHGC: SHGC=0.18 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 17.1 SEER:16.50 b.Central Unit 17.1 SEER:16.50 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 17.6 HSPF:8.50 SHGC: b.Electric Heat Pump 17.6 HSPF:8.50 Area Weighted Average Overhang Depth: 1.482 ft. Area Weighted Average SHGC: 0.180 14.Hot water systems a.Propane Tankless Cap:1 gallons 8. Floor Types (1184.5 sqft.) Insulation Area EF:0.750 a.Slab-On-Grade Edge Insulation R=0.0 597.50 ft2 b. Conservation features b.Floor Over Other Space R=0.0 587.00 ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.284 Total Proposed Modified Loads: 35.49 PASS Total Baseline Loads: 39.10 I hereby certify that the plans and specifications covered by Review of the plans and .... 1-iES?Ar this calculation are in compliancewiththe Florida Energy specifications covered by this -`` w., �z..+ .0,..A....: Code. �n iy calculation indicates compliance to f, • n+ L�1 +_,_i with the Florida Energy Code. if-, `,r„ , . 's. ,'. • 0 PREPARED BY. Before construction is completed `.�b�e - �,,. S Ci DATE: 1/21/2020 this building will be inspected for ",_ d► compliance with Section 553.908 *•'. o ¢ ;• I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energ ; ode. ,•OD WE T�..e•• OWNER/AGENT: BUILDING OFFICIAL: /r.)7 DATE: O DATE: 3/�`//� o3J / lg - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50(R402.4.1.2). 1/21/2020 7:10 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Frisch Garage 2 Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 1185 Lot# Owner Name: Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: McAneny Builders Rotate Angle: 0 Street: 1725 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL MAYPORT NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Block1 597.5 5556.8 2 Block2 587 5283 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Garage 2 597.5 5556.8 No 0 1 Yes Yes Yes 2 Garage 2 Living 587 5283 Yes 1 0 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Garage 2 99.8 ft 0 597.5 ft2 ____ 0 0 1 2 Floor Over Other Space Garage 2 Living ____ ___ 587 ft2 0 0 0 1 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Gable or shed Wood shingle 778 ft2 248 ft2 Medium N 0.6 No 0.3 No 20 39.8 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 597.5 ft2 N N 1/21/2020 7:10 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING I # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) Garage 2 0 Blown 10.5 ft2 0.11 Wood 2 Under Attic(Unvented) Garage 2 Living 0 Blown 587 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall Type Space R-VaIup Ft In Ft In ArPa R-Value Fraction Absor Gradp% 1 E Exterior Concrete Block-Int Insul Garage 2 6 30 9.3 279.0 ft2 0 0.170000 0 2 N Exterior Concrete Block-Int Insul Garage 2 6 19.9 9.3 185.1 ft2 0 0.170000 0 3 W Exterior Concrete Block-Int Insul Garage 2 6 30 9.3 279.0 ft2 0 0.170000 0 4 S Exterior Concrete Block-Int Insul Garage 2 6 19.9 9.3 185.1 ft2 0 0.170000 0 5 E Exterior Frame-Wood Garage 2 Livin 19 32.6 9 293.4 ft2 0.05 0.170000 0 _ 6 N Exterior Frame-Wood Garage 2 Livin 19 19.9 9 179.1 ft2 0.05 0.170000 0 7 W Exterior Frame-Wood Garage 2 Livin 19 32.6 9 293.4 ft2 0.05 0.170000 0 8 S Exterior Frame-Wood Garage 2 Livin 19 19.9 0 9.3 185.1 ft2 0.05 0.170000 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood Garage 2 None .46 9 8 72 ft2 2 E Wood Garage 2 None .46 9 8 72 ft2 3 N Wood Garage 2 None .46 3 7 21 ft2 4 S Wood Garage 2 None .46 3 7 21 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 3 Wood Low-E Double Yes 0.32 0.18 N 36.0 ft2 1.5 ft 0 in 10.5 ft 0 i None None 2 E 5 Wood Low-E Double Yes 0.32 0.18 N 108.0 ft2 1.5 ft 0 in 1 ft 0 in None None 3 N 6 Wood Low-E Double Yes 0.32 0.18 N 30.0 ft2 1.5 ft 0 in 3.7 ft 0 in None None 4 N 6 Wood Low-E Double Yes 0.32 0.18 N 24.0 ft2 1.5 ft 0 in 7.2 ft 0 in None None 5 W 7 Wood Low-E Double Yes 0.32 0.18 N 108.0 ft2 1.5 ft 0 in 1 ft 0 in None None 6 S 8 Wood Low-E Double Yes 0.32 0.18 N 30.0 ft2 1.3 ft 0 in 7 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000407 1264.6 69.43 130.57 .2301 7 1/21/2020 7:10 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT HEATING SYSTEM # System Type Subtype Speed Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None Single HSPF:8.5 17.6 kBtu/hr 1 sys#1 2 Electric Heat Pump/ None Single HSPF:8.5 17.6 kBtu/hr 2 sys#2 COOLING SYSTEM V # System Type Subtype Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None Single SEER:16.5 17.1 kBtu/hr 513 cfm 0.75 1 sys#1 2 Central Unit/ None Single SEER:16.5 17.1 kBtu/hr 513 cfm 0.75 2 sys#2 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.75 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / --Supply--- Return--- Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Garage 2 6 77.675 f Garage 2 29.875 f Default Leakage Garage 2 (Default)c(Default)c 1 1 2 Attic 6 76.31 ft2 Attic 29.35 ft2 Default Leakage Garage 2 Li (Default)c(Default)c 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan [f�]Feb Mar A r [ ]Ma X]Jun [[X Jul fX Au [X]Se Oct Nov Dec Heatin )C Jan l J Feb X Mar Ar [ ]Ma4 ]Jun l Jul [ Aug [ ]S Oct X Nov X Dec VentingJan j Feb X Mar X Apr [ ]May [ ]Jun [ Jul [ Aug [ ]Sep X Oct X Nov 'Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space — Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 Main 1/21/2020 7:10 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 4 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =91 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location&insulation level a) Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location varies 3. No. of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 0 13. Cooling system: Capacity 34.2 a) Split system SEER 5. Is this a worst case?(yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area(sq. ft.) 6. 1185 d) Room unit/PTAC EER e) Other 16.5 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.320 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.180 14. Heating system: Capacity 35.2 c)Area 7c. 336.0 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d)Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient(SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 8.50 9. Floor type, insulation level: a) Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 15. Water heating system c)Concrete, raised (R-value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF 0.75 A. Exterior: d) Solar system with tank EF 1. Wood frame(Insulation R-value) 10A1. 19.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. 6.0 f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame(Insulation R-value) 1061. 2. Masonry(Insulation R-value) 10B2. 16. HVAC credits claimed(Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 0.0 b) Cross ventilation No b) Single assembly 11 b. c)Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on insta ed code compliant features. Builder Signature: IAA " 4 Date: )( a ,2.c) Address of New Home: 1725 Beach Ave City/FL Zip: Atlantic Beach, FL 1/21/2020 7:10:05 PM EnergyGauge®USA 6.0.04(Rev.1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 1725 Beach Ave Permit Number Atlantic Beach, FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL • R401.3 Energy Performance Level(EPL)display card(Mandatory)Che building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law(Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. n R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. ❑ R402.4.1 Building thermal enveldpebuilding 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. ❑ R402.4.1.1 Installation:he components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. O R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes.or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations,renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. • R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. ❑ R402.4.3 Fenestration air IeakagANindows.skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited.independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 1/21/2020 7:10 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances,the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2.where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. ❑R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 L/s)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. ❑ 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). Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost.prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i),Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system,including the manufacturi handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. ❑R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55-F(13-C)shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage,including that caused by sunlight.moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(MandatoryfJeatedwater circulation systems shall be in accordance with Section R403.5.1.1.Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.Automatic controls,temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. ❑ R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited.Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy 1/21/2020 7:10 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) O R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 A inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). O R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100-F to 140°F(38'C to 60°C). ❑ R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. ❑ R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions.for the type of equipment installed.Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 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. ElR403.6 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 including: Natural. Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy.When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). ❑ R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems.New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 1/21/2020 7:10 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 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 R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. • R403.9 Snow melt and ice system controls(Mandatory)Snow-and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy, such as from a heat pump or solar energy source.covers or other vapor-retardant means shall not be required. ❑ R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 1/21/2020 7:10 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160.Table 2.Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. ❑ R403.11 Portable spas(MandatotS4)e energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS n R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(MandatoryJuel gas lighting systems shall not have continuously burning pilot lights. 1/21/2020 7:10 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Frisch Garage 2 Builder Name: McAneny Builders Street: 1725 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 w Design Location: FL,MAYPORT_NS U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and anygaps in the air barrier shall be sealed. 9 P shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be sealed. shall be insulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation,insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be 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 Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls 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. Concealed When required to be sealed.concealed fire sprinklers shall only be sealed sprinklers in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a.In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 1/21/2020 7:10 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit#: Job Information Builder McAneny Builders Community: Lot: NA Address: 1725 Beach Ave City: Atlantic Beach State: FL Zip: Air Leakage Test Results Passing results must meet either the Performance. Prescriptive, or ERI Method O PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50. ACH(50)specified on Form R405-2017-Energy Cat(Performance)or R406-2017(ERI) 7.000 x 60 _ 10840 = Method for calculating building volume: CFM(5O) Building Volume ACH(50) O Retrieved from architectural plans PASS •Code software calculated When ACH(50) is less than 3. Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statues or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,back draft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3.Interior doors.if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers.if installed at the time of the test.shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 1/21/2020 7:10:09 PM EnergyGauge®USA 6.0.04(Rev.1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Manual S Compliance Report Job: wrightsoft- Date: 1/12/2020 Garage 2 By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:eds,jax@gmail comi Project Information For: Frisch Garage 2 1725 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 13534 Btuh Entering coil DB: 77.1°F Outdoor design WB: 77.4°F Latent gain: 1521 Btuh Entering coil WB: 62.8°F Indoor design DB: 74.0°F Total gain: 15054 Btuh Indoor RH: 50% Estimated airflow: 617 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR6018H1+TAM9A0A24V21 Actual airflow: 617 cfm Sensible capacity: 12400 Btuh 92% of load Latent capacity: 4700 Btuh 309% of load Total capacity: 17100 Btuh 114% of load SHR: 73% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 9350 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR6018H1+TAM9A0A24V21 Actual airflow: 617 cfm Output capacity: 17600 Btuh 188% of load Capacity balance: 22 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 617 cfm Output capacity: 2.7 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2020-Jan-21 19:16:22 rte: wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ACCA ...C,Frisch Garage 2, 1725 Beach Ave,Atl Bch.rup Calc=MJ8 Building Front faces: E Manual S Compliance Report Job: �` wrightsoft p p Date: 1/12/2020 Garage 2 Living By: M.Ellis Energy Design Systems,Inc., 11727 Brady Rd, Jacksonville,FL 32223 Phone:904-268-3670 Fax 904-268-3670 Email:eds,Lax@gmail.comi Project Information For: Frisch Garage 2 1725 Beach Ave,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 13998 Btuh Entering coil DB: 79.2°F Outdoor design WB: 77.4°F Latent gain: 1160 Btuh Entering coil WB: 63.5°F Indoor design DB: 74.0°F Total gain: 15157 Btuh Indoor RH: 50% Estimated airflow: 617 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR6018H1+TAM9A0A24V21 Actual airflow: 617 cfm Sensible capacity: 12400 Btuh 89% of load Latent capacity: 4700 Btuh 405% of load Total capacity: 17100 Btuh 113% of load SHR: 73% Heating Equipment • Design Conditions Outdoor design DB: 38.1°F Heat loss: 7060 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR6018H 1+TAM 9A0A24V21 Actual airflow: 617 cfm Output capacity: 17600 Btuh 249% of load Capacity balance: 15 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 617 cfm Output capacity: 2.1 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2020-Jan-21 19:16:22 wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 ACCk _.C, Frisch Garage 2, 1725 Beach Ave,All Bch.rup Calc=MJ8 Building Front faces: E wrightsoft Project Summary Job:Date: 1/12/2020 Garage 2 By: M.Ellis Energy Design Systems. Inc.. 11727 Brady Rd,Jacksonville. FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:eds,_iax_ggmal coma Project Information For: Frisch Garage 2 1725 Beach Ave,Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 74 °F Design TD 30 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 52 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9350 Btuh Structure 11486 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 2048 Btuh Piping 0 Btuh Equipment load 9350 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 13534 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1521 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft') 598 598 Equipment latent load 1521 Btuh Volume (ft3) 5557 5557 Air changes/hour 0.53 0.22 Equipment total load 15054 Btuh Equiv. AVF (cfm) 49 20 Req. total capacity at 0.75 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6018H1 Cond 4TWR6018H1 AHRI ref 10093518 Coil TAM9A0A24V21 AHRI ref 10093518 Efficiency 8.5 HSPF Efficiency 13.0 EER, 16.5 SEER Heating input Sensible cooling 11970 Btuh Heating output 17600 Btuh @ 47°F Latent cooling 5130 Btuh Temperature rise 26 °F Total cooling 17100 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.066 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 Capacity balance point = 22 °F Backup: Input = 3 kW, Output = 9350 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft Right-Suite°Universal 2017 17.0.17 RSU17457 2020-Jan-21 19:16 22 .C� Page 1 C.Frisch Garage 2, 1725 Beach Ave,AU Bch.rup Calc=MJ8 Building Front faces: E t ro ecJob: I`4 wrightsoft PSummary Date: 1/12/2020 Garage 2 Living By: M.Ellis Energy Design Systems,Inc., 11727 Brady Rd,Jacksonville,FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:eds.iaxgamail.comi Pro'ect Information For: Frisch Garage 2 1725 Beach Ave,Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 74 °F Design TD 30 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 52 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 7060 Btuh Structure 10585 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 3413 Btuh Piping 0 Btuh Equipment load 7060 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 13998 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1160 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 587 587 Equipment latent load 1160 Btuh Volume (ft3) 5283 5283 Air changes/hour 0.59 0.24 Equipment total load 15157 Btuh Equiv.AVF (cfm) 52 21 Req. total capacity at 0.78 SHR 1.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6018H1 Cond 4TWR6018H1 AHRI ref 10093518 Coil TAM9A0A24V21 AHRI ref 10093518 Efficiency 8.5 HSPF Efficiency 13.0 EER, 16.5 SEER Heating input Sensible cooling 11970 Btuh Heating output 17600 Btuh @ 47°F Latent cooling 5130 Btuh Temperature rise 26 °F Total cooling 17100 Btuh Actual air flow 617 cfm Actual air flow 617 cfm Air flow factor 0.087 cfm/Btuh Air flow factor 0.058 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.92 Capacity balance point = 15 °F Backup: Input = 2 kW, Output = 7060 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 2020-Jan-21 19:16:22 Page 2 C, Frisch Garage 2. 1725 Beach Ave,Atl Bch.rup Calc=MJ8 Building Front faces: E k. s. I, / N 1st Floor 200 cfm 7 I, 00 cfm 3 ., Garage 7 '1 20 cfm 7 1, 71, 200 cfm 200 cfrr Job#: Scale: 1 : 57 Performed for: Page 2 Frisch Garage 2 Exclusively for the use of Right-Suite® Universal 2017 1725 Beach Ave Environmental Air Conditioning 17.0.17 RSU17457 Atlantic Beach, FL 2020-Jan-21 20 05 02 e 2, 1725 Beach Ave, Atl Bch.rup N 2nd Floor Garage2 Bath �� 180 cfm 800 cfm ,7 U 1 [4208 cfm 15 " n biz( II 10 „ 9 w-208 cfm Garage2 Living F_! 208 cfm Job#: Scale: 1 : 57 Performed for: Page 1 Frisch Garage 2 Exclusively for the use of: Right-Suitet Universal 2017 1725 Beach Awe Environmental Ar Conditioning 17.0.17 RSU17457 Atlantic Beach, FL 2020-Jan-21 20:05:02 ...e 2, 1725 Beach A'e,Atl Bch.rup 1 wrightsoft Duct System Summary Dae: 1st Floor By: Exclusively for the use of:,Environmental Air Conditioning Project Information For: Frisch Garage 2 1725 Beach Ave,Atlantic Beach, FL Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.40 in H2O 0.40 in H2O Supply/ return available pressure 0.200/ 0.200 in H2O 0.200/ 0.200 in H2O Lowest friction rate 0.231 in/100ft 0.231 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 173 ft Supply Branch Detail Table Design Htg I Clg I Design 1 Diam I H x W I Duct I Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Garage c 3202 200 200 0.250 7.0 Ox 0 ShMt 20.0 140.0 st1 Garage-A c 3208 2001 200 0.2821 7.0 Ox 0 ShMt 37.0 105.0 st1 Garage-B c 3208 2001 200 0.2311 7.0 Ox 0 ShMt 13.0 160.0 st1 Garage-C I c 32081 2001 200 0.2531 7.01 Ox 0 I ShMt 8.0 150.0 st1 Supply Trunk Detail Table I Trunk 1 Htg 1 Clg Design 1 Veloc I Diam I H x W Duct I l Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 800 800 0.231 868 13.0 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Clg TEL I Design I Veloc IDiam H x W I Stud/Joist I Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 800 800 0 0 0 0 Ox 0 ShMt Bold/italic values have been manually overridden 2020-Jan-21 20:04:41 _. wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 f4CCA ...C,Frisch Garage 2, 1725 Beach Ave,Atl Bch.rup Calc=MJ8 Building Front faces: E I ii wrightsoft Duct System Summary oabe. 2nd Floor By: Exclusively for the use of., Environmental Air Conditioning Project Information For: Frisch Garage 2 1725 Beach Ave,Atlantic Beach, FL Heating Cooling External static pressure 0.40 in H2O 0.40 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.40 in H2O 0.40 in H2O Supply/ return available pressure 0.266/ 0.134 in H2O 0.266/ 0.134 in H2O Lowest friction rate 0.181 in/100ft 0.181 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 221 ft Supply Branch Detail Table Design Htg I Clg I Design I Diam I H x W l Duct Actual Ftg.Eqv I I Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Garage2 Bath h 3120 180 177 0.225 7.0 Ox 0 ShMt 13.0 105.0 st2 Garage2 Living c 3875 207 208 0.186 7.0 Ox 0 ShMt 13.0 130.0 st3 Garage2 Living-A 1 c 3875 207 208 0.186 7.0 Ox 0 ShMt 13.0 130.0 st3 Garage2 Living-B I c 3875 2071 208 0.1811 7.01 Ox 0 I ShMt 7.0 140.0 1 st2 Supply Trunk Detail Table Trunk Htg Clg I Design I Veloc Diam I H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 387 385 0.181 875 9.0 0 x 0 ShtMetl st3 Peak AVF 1 413 415 1 0.186 1 761 10.0 0 x 0 1 ShtMetl Return Branch Detail Table Grille Htg I Clg I TEL Design I Veloc IDiam H x W I Stud/Joist I Duct I Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb1 Ox 0 800 800 74.0 0.181 652 15.0 Ox 0 ShMt Boktitalic values have been manually overridden ` sa 2020-Jan-21 20:04:41 Awrightsoft- E Right-SuiteUniversal 2017 17.0 17 RSU17457 Page 2 AM ...C, Frisch Garage 2. 1725 Beach Ave,All Bch.rup Calc=MJ8 Building Front faces. E VI —JAC,E StormTech® LUL STORMTECH MC-3500 CHAMBER OFFICE COPY Designed to meet the most stringent industry performance standards for superior structural integrity while providing designers with a cost-effective method to save valuable land and protect water resources.The StormTech system is designed primarily to be used under parking lots,thus maximizing land usage for private(commercial)and public applications. StormTech '`° chambers can visa ue used in conjunction with Green Infrastructure,thus . , — ',, Nis..Vo 4\ f) enhancing the performance and extending the service life of these practices. ,�• �`; STORMTECH MC-3500 CHAMBER STORMTECH MC-3500 END CAP (not to scale) (not to scale) _ Nominal Chamber Specifications Nominal End Cap Specifications Size(LxWxH) Size(LxWxH) �� 90"x 77"x 45" 26.5"x 71"x 45.1" 2,286 mm x 1,956 mm x 1,143 mm 673 mm x 1,803 mm x 1,145 mm Chamber Storage End CapStorage 90.0"(2266 mm) (3.11m3) ( ) rrT11iT . .. .. ..ii ii ACTUAL LENGTH109.9 ft' 14.9 ft' 1.30 m3 22.5" I Min.Installed Storage* Min.Installed Storage* INSTALLED , 178.9 ft'(5.06 m3) 46.0 ft'(1.30 m3) //4/41 1111111101111111\ dill '�j 4s.o" I 111 i11�l01111111� 1143mm Weight Weight — �' / ((��1�(il 1( ) .1ad.'ad,1:(.,'al "ad..!a 134 lbs(60.8 kg) 49 lbs(22.2 kg) 25.7" --II— I 77.0" —, 860" (2184 mm) (653 mm) (1956 mm) 'I INSTALLED Shipping "Assumes a minimum of 12"(300 mm) I I I I I I I Illi111$ of stone above,9"(230 mm)of stone 45.0" 15 chambers/pallet below,6"(150 mm)of stone perimeter,9" (1143 m.m) 7 end caps/pallet (230 mm)of stone between chambers/ I/ I\ i ,g I I I g AI g end caps and 40%stone porosity. 77.0" 7 pallets/truck I-- (1956 mm) —1 'Assumes a minimum of 12"(300 mm)of stone above,9"(230 mm)of stone below I IZ oU chambers,9"(230 mm)of stone between chambers/end caps and 40%stone porosity. EMBEDMENT STONE SHALL BE A CLEAN,CRUSHED AND ANGULAR GRANULAR WELL-GRADED SOIUAGGREGATE MIXTURES,<35% STONE WITH AN AASHTO M43 DESIGNATION BETWEEN t3 AND 84 FINES,COMPACT IN 12"(300 mm)MAX LIFTS TO 95%PROCTOR CHAMBERS SHALL MEET ASTM F2418"STANDARD DENSITY.SEE THE TABLE OF ACCEPTABLE FILL MATERIALS. SPECIFICATION FOR POLYPROPLENE(PP)CORRUGATED CHAMBERS SHALL BE BE DESIGNED IN ACCORDANCE WITH ASTM F2787 WALL STORMWATER COLLECTION CHAMBERS 'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC ADS GEOSYTHETICS B01T NON-WOVEN CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". GEOTEXTILE ALL AROUND CLEAN,CRUSHED. PAVEMENT LAYER(DESIGNED ANGULAR EMBEDMENT STONE �\ \w1 BY SITE DESIGN ENGINEER) -) b.uu • 1 1 ®ii® __ -__ --- _—- 1 8. PERIMETER STONE \ I 18" I- (300 mm)MIN" 'MA) ® 12"(300 mm)MIN EXCAVATION WALL '/ 1 ("41'1,111 ,ill,1 0,1 \ -; f,',1, .1 (GAN BE SLOPED �� ("I II I�11� 11�` �11'I�II`�1 I'. !1 P. 11 111 4 45" OR VERTICAL • l • /. / � //II,l 1, Lir' i, (1110 mm) / ll��'Itim‘ Int�' \ 1' • 1441%10 1 Ill ii 1 L DEPTH OF STONE TO BE DETERMINED 11111/ 8'(150 mm)MIN I I BV SITE DESIGN ENGINEER 9'(230 mm)MIN MC-3500 9" 77'(1950 mm) III—12'(300 mm)TVP END CAP (230 mm)MIN SITE DESIGN ENGINEER IS RESPONSIBLE FOR ENSURING THE REQUIRED BEARING CAPACITY OF SOILS "MINIMUM COVER TO BOTTOM OF FLEXIBLE PAVEMENT.FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 30"(750 mm). mss, ., fv- StormTech z MC-3500 CHAMBER SPECIFICATION STORAGE VOLUME PER CHAMBER FT3(M3) Chamber and Stone Chamber Foundation Depth in.(mm) Storage ormill ft1(ms) 9"(230 mm) 12"(300 mm) 15"(375 mm) 18"(450 mm)",; MC-3500 Chamber 109.9(3.11) 178.9(5.06) 184.0(5.21) 189.2(5.36) 194.3(5.5) MC-3500 End Cap 14.9(42) 46.0(1.33) 47.7(1.35) 49.4(1 40) 51.1(1.45) Note:Assumes 9"(230 mm)row spacing,40%stone porosity,12"(300 mm)stone above and includes the bare chamber/end cap volume. AMOUNT OF STONE PER CHAMBER ENGLISH TONS(yds) #mr tn t"r.t'On I r f :' MC-3500 Chamber 9.1(6.4) 9.7(6.9) 10.4(7.3) 11.1(7.8) MC-3500 End Cap 4.1(2.9) 4.3(3.0) 4.5(3.2) 4.5(3.2) ,.max,. ,. �. :-- mm,. ';° a„ MC-3500 Chamber ! 8,220(4.9) 8,831(5.3) 9,443(5.6) 10,054(6.0) MC-3500 End Cap 3,699(2.2) i 3,900(2.3) 4,100(2.5) 4,301(2.6) Note:Assumes 12"(300 mm)of stone above and 9"(230 mm)row spacing and 6"(150 mm)of perimeter stone in front of end caps. VOLUME EXCAVATION PER CHAMBER YD3(M3) ,, ; .undabon De,th e. , ....., a„, . ., ; "I,t"> , .15 -375mm) 18"(450 mm) MC-3500 Chamber 12.4(9.5) 12.8(9.8) 13.3(10.2) i 13.8(10.5) MC-3500 End Cap 4.1(3.1) 4.2(3.2) 4.4.(3.3) i 4.5(3.5) Note:Assumes 9"(230 mm)of separation between chamber rows and 24"(600 mm)of cover.The volume of excavation will vary as depth of cover increases. RI1111(LM :' Working on a project? (mum- Sto r tTech' Visit us at www.stormtech.com " and utilize the StormTech Design Tool For more Information on the StormTech MC-3500 Chamber and other ADS products,please contact our Customer Service Representatives at 1-800-821-6710 Advanced Drainage Systems,Inc. THE MOST ADVANCED NAME IN WATER MANAGEMENT SOLUTIONS 4640 Trueman Blvd.,Hilliard,OH 43026 1-800-821-6710 www.ads-pipe.com ADS Terms and Conditions of Sale-are available on the ADS website.www.ads Pipe.com The ADS logo and the Green Stripe are registered trademarks of Advanced Drainage Systems.Inc. StormTech is a registered trademark of StormTech.Inc. z.2017 Advanced Drainage Systems.Inc.#S15090909,17 CS i ACCEPTABLE FILL MATERIALS:STORMTECH MC-3500 CHAMBER SYSTEMS o H 3 s [ AASHTO MATERIAL COMPACTION/DENSITY w n MATERIAL LOCATION DESCRIPTION CLASSIFICATIONS REQUIREMENT w x g FINAL FILL:FILL O MATERIAL FOR LAYER STARTS N < U •^ • FROM THE TOP OF THE V LAYER TO TIE BOTTOM ANY SOIUROCK MATERIALS,NATIVE SOILS.OR PER PREPARE PER SITE DESIGN ENGINEERS PLANS. tom+) o u d IX D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED ENGINEERS PLANS.CHECK PLANS FOR PAVEMENT WA PAVED INSTALLATIONS MAY HAVE STRINGENT 0 U GRADE ABOVE NOTE THAT PAVEMENT SUBBASE SUB GRADE REQUIREMENTS. MATERIAL AND PREPARATION REQUIREMENTS. MAY BE PART OF THE TS LAYER v AASHTO M145• U i BEGIN COMPACTIONS AFTER 29.(S R mm)OF Q INITIAL FILL:FILL MATERIAL FOR LAYER O. GRANULAR WELLGRADEDCESSE E MIXTURES,OVA A-1,A-2I,A3 MATERIAL OVER THE CHAMBERS IS REAOED. ii 0 STARTS FROM THE TOP OF THE EMBEDMENT FINES OR PROCESSED AGGREGATE OP COMPACT ADDITIONAL LAYERS IN 17(300 mm) Q E C STONE(B LAYER)TO 24'(800 mm)ABOVE THE MAX LIFTS TO A MIN.95%PROCTOR DENSITY FOR w Z TOP OF THE CHAMBER.NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS GN BE USED IN LIEU AASHTO INV WELL GRADED MATERIAL AND 95R RELATIVE U3 1 a, STi SUBBASE MAY BE A PART OF THE O.LAYER. OF THIS LAYER. 3,]557,4,48'7,5,S8,57,8,67,8.,7,78,8,89, DENSITY FOR PROCESSED AGGREGATE 0 9,10 MATERIALS. u EMBEDMENT STONE:FILL SURROUNDING THEE, C B CHAMBERS FROM THE FOUOATON STONE(A' CLEAN,CRUSHED,ANGULAR AR STONE 3 1 57 NO COMPACTION REQUIRED. LAYER)TO THE C'LAYER ABOVE. 333 i FOUNDATION STONE:FILL BELOW CHAMBERS AASHTO M • PLATE COMPACTOR ROLL TO ACHENE AfLAT F 3d A FROM THE SUBGRADE UP TO THE FOOT(BOTTOM) CLEAN,CRUSHED,ANGULAR STONE 3,4,Si SURFACE.' OF THE CHAMBER. PLEASE NOTE: Q €: I. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY.THE STONE MUST ALSO BE CLEAN,CRUSHED,ANGULAR.FOR EXAMPLE,A SPECIFICATION FORM STONE WOULD STATE:'CLEAN.CRUSTED. V 3 ANGULAR NO.4(AASHTO M43)STONE'. 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR'A'LOCATION MATERIALS WHEN PLACED AND COMPACTED INV(230 mm)(MAX)UFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3. WHERE INFILTRATION SURFACES MAX BE COMPROMISED BY COMPACTION,FOR STANDARD DESIGN LOAD CONDITIONS.A FLAT SURFACE MAY BE ACHEVED BY RAKING OR DRAGGING WITHOUT COMPACTION5 3 5 EQUPMENT.FOR SPECIAL LOAD DESIGNS,CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXIILE ALL PAVEMENT LAYER(DESIGNED 1 AROUND CLEAN.CRUSHED.ANGULAR STONE INA 6 B LAYERS BY SITE DESIGN ENGINEER) - 4 l a Ey PERIMETER STOLE \ I » ,', 1 ,U,, rr��3� •I' V 5Vo a Y �•-y 1a 6 Ct (SEE NOTE 6) a d-" a•,. ..d'•" 0..47.1.,,:k?.: d' I ,600 mm)MIN• (2.4 70 F d di � 't• 17(300 mm)MN ?_ 90 -A 1 IR O I 14 -..•, • //41,1• i F 8 EK EXCAVATION WALL '/ 11 111 1`• I4 11 R { ci (CAN BE SLOPED OR VERTICAL) - % I , I ' - �. 'I 1• f,III 11, 0.5, 1 :a 1' 1' L ,�Bl , ► !ill ) :iIIL�,,Il��11 /l�l�� ;111�4 44,„,;„,.,,• ( � � I,140 9 VII �� h 11 i� 111 �i -€r R 9 4B I LI (,yl YIf , Ify�6{1_�!!'H B B -LpEPM OF STOE TO BE DETERMINED a Aw Milani LYir[e. •yI I'.. I-1-06114''" 1 r"' I I 1"I") .. m BY DESIGN ENGINEER 9.(230 mm)MIN K'i FA 8'(150 mm)MIN : Ir+ 1..._ r END CAP SUBGRADESOLS (130 mm)MN Tr(1950 mm) 17(900 mm)TYP (SEE NOTE 4) 'FOR COVER DEPTHS GREATER THAN 8.0'(2.4 m)PLEASE CONTACT STORMTECH 1 s 3s RE,' NOTES: 14!• j MG3500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418'STANDARD SPECIFICATION FOR POLYPROPYLENE(PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. g E! 2 MC-3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITHASTM F27131'STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. 3. 'ACCEPTABLE FILL MATERIALS'TABLE ABOVE PROVIDES MATERIAL LOCATIONS,DESCRIPTIONS.GRATEATIOTW.AND COMPACTION REQUIREMENTS FOR FOUNDATION,EMBEDMENT,AND FILL MATERIALS. 4. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE(ALLOWABLE BEARING CAPACITY)OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH E CONSIDERATION FOR TRE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. d 5. ONCE LAYER C.IS RACED,ANY SOIUMATERIAL CAN BE PLACED IN LAYER D.UP TO THE FINISHED GRADE.MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER'S' OR CAT THE SITE DESIGN ENGINEERS DSCRETION. 1 OF 1 MC-3500 TECHNICAL SPECIFICATION NTS VALLEY 86.0"(2184 mm) STIFFENING RIB CREST INSTALLED CREST WEB STIFFENING RIB 7111111111111111 1� 1 /�` T �� LOWER JOINT l'�� / r 1 IIr' I (' i Illl CORRUGATION ,I �I �� 111 i � I �i I;, I I � �i' 'I1II 11111 ' 1IIr I I I I I IIFOOT j 1 IiI I.l' IIIT I\ ' I I III I I III,II IIS BUILD ROW IN UPPER OIN CORRUGATION i �� ) \./ � �,JI \,/ THIS DIRECTION a.l.>.l A1L.1.�J.1 I Wit*I�i1 90.0"(2286 mm) ACTUAL LENGTH 01141110 45.0" 45.0" 11�,litte.,110 �II 22.5' (1143 mm) (1143 mm 57 ,IP.,aili, (I (571 mm) O INSTALLED i 1 r r mm/ iletittit `' 77.0" I �I \ I' (1956 mm) L 77.0" I (1956 mm) `\; NOMINAL CHAMBER SPECIFICATIONS �`! SIZE(W X H X INSTALLED LENGTH) 77.0"X 45.0"X 86.0" (1956 mm X 1143 mm X 2184 mm) 11`� CHAMBER STORAGE 109.9 CUBIC FEET (3.11 m') I' 'II MINIMUM INSTALLED STORAGE' 178.9 CUBIC FEET (5.06 m') WEIGHT 135.0 lbs. (61.2 kg) 25.7" NOMINAL END CAP SPECIFICATIONS (653 mm) SIZE(W X H X INSTALLED LENGTH) 77.0"X 45.0"X 22.5" (1956 mm X 1143 mm X 571 mm) END CAP STORAGE 14.9 CUBIC FEET (0.42 m') MINIMUM INSTALLED STORAGE' 46.0 CUBIC FEET (1.30 m') WEIGHT 50.0 lbs. (22.7 kg) 'ASSUMES 12"(305 mm)STONE ABOVE,9"(229 mm)STONE FOUNDATION AND BETWEEN CHAMBERS, ,!rr 12"(305 mm)STONE PERIMETER IN FRONT OF END CAPS AND 40%STONE POROSITY I II STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH"B" I, STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH'T' B i I END CAPS WITH A WELDED CROWN PLATE END WITH"C" END CAPS WITH A PREFABRICATED WELDED STUB END WITH"W' PART# STUB B C MC3500IEPPO6T 33.21"(844 mm) -- itiii7116"(150 mm) MC3500IEPPO6B — 0.66"(17 mm)MC3500IEPPO8T g"(200 mm) 31.16"(791 mm) -_MC3500IEPPO8B — ) 0.81"(21 mm) lI MC35001EPP10T 29.04"(738 mm de 10"(250 mm) C Ai MC3500IEPP1OB — 0.93"(24 mm) MC3500IEPP12T 12"(300 mm) 26.36"(670 mm) -- MC3500IEPP12B — 1.35"(34 mm) MC3500IEPP15T 15"(375 mm) 23.39"(594 mm) -- CUSTOM PRECORED INVERTS ARE MC3500IEPP15B — 1.50"(38 mm) AVAILABLE UPON REQUEST. MC3500IEPP18TC INVENTORIED MANIFOLDS INCLUDE MC35001EPP18TW 20.03"(509 mm) -- 12-24"(300-600 mm)SIZE ON SIZE MC3500IEPP18BC 18"(450 mm) AND 15-48"(375-1200 mm) 1.77"(45 mm) ECCENTRIC MANIFOLDS.CUSTOM MC3500IEPP18BW INVERT LOCATIONS ON THE MC-3500 MC3500IEPP24TC END CAP CUT IN THE FIELD ARE NOT MC3500IEPP24TW 14.48"(368 mm) – RECOMMENDED FOR PIPE SIZES MC3500IEPP24BC 24"(600 mm) GREATER THAN 10"(250 mm).THE MC3500IEPP24BW — 2.06"(52 mm) INVERT LOCATION IN COLUMN'B' ARE THE HIGHEST POSSIBLE FOR MC3500IEPP306C 30"(750 mm) — 2.75"(70 mm) THE PIPE SIZE. NOTE:ALL DIMENSIONS ARE NOMINAL COVER PIPE CONNECTION TO END OPTIONAL INSPECTION PORT ! CAP WITH ADS GEOSYNTHE TICS 601T CO NON-WOVEN GEOTEXTILE J i MC-3500 CHAMBER Fa- K 4 STORMTECH MGHLY RECOMMENDS MC-3500 END CAP W Wp REXSTORM INSERTS INA PURE URE S ANY INGRATES p F u „ STRUCTURES VAT)OPEN GRATES I �� , �� 5 • 2`t '0$14,V, iiz��,,zra=2•44,f4`z.?•544Z W,..a'z svK"zx ' V414:1.'4494',i ' iY.4,1•z'$,z zt' " B ti e 2e..2'.1*WV,4 2.• •4.IOB 1CI 76d,�. 5A.z#i2tR( zF,W,,rz$•A.Yo .M'xd:• eYU':a f o t•.;_ 4.;an •w V t t Xx r DJD r x2;1 ICA'Kzt Vxi �zt , .4.zr�a O $ y z z z z :k•i>,=c ',z a 1.x•2- tc: 'ote� j �•2F•��•a Ye£��Yc•�t�w^•ir: 4.. 4.:r t a � .�.: S. •C 1 �, I•T?'•••Y: " ••.4..22.1. ..a%:l' t4..2;:z e1S. S. `. O E n u $ • CATCH BASIN111111111111111! I - �A O MANHOLE jf'IJjJ • _, III ( .0 oIIIill DUMP DEPTH TOM MY Cs'.,L...1..£. U � SI TE DESIGN ENGINEER -•=••...•...,.-.-.••- 4.5«o:'.i:: tf (2M'Ifi00 mm MIN RECOMMENDED) Ct2 24.1E0 mm )HDPE ACCESS PIPE REQUIRED TWO LAYERS OF AOS GEOSY NTHETCS 315WHS WOVEN 0 B PRE-CORED FACTORY PREORED END CAP GEOTEXY LE BETWEEN FOUNDATION STONE AND CHAMBERS PART S Mc35 HEPP24BC 8 25'(2 51 O MIN WOE CONTINUOUS FABRIC WITHOUT SEAMS - - 25 t 21 MC-3500 ISOLATOR ROW DETAIL NTS o1 e 22 Bi INSPECTION&MAINTENANCE CONCRETE COLLAR �{ 1e(450 mm)MIN WIDTH h PAVEMENT I i STEP 1) INSPECT ISOLATOR ROW FOR SEDMENT A. INSPECTION PORTS OF PRESENT) `p A.1. REMOVE/OPEN UD ON NYLOHAST INLINE DRAIN ;. • _ aj• I y 1k Al. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED `� a 0.3. USING AFLASHUGHT AND STADIA ROD,MEASURE DEPTH OF SEDMENT AND RECORD ON MAINTENANCE LOG �I' 1 @ / 0A. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDMENT LEVELS(OPTIONAL) CONCRETE SLAB _ _ A.S. IF SEDMENT IS AT.OR ABOVE.3'(80 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3. 8"(200 mm)MIN THICKNESS CONCRETE COLLAR NOT REQUIRED I1N B. ALL ISOLATOR ROWS FOR UNPAVED APPLICATIONS , A ti 8.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW s•'.-•• 4.•'••'V•• 2y* B.2. USING A FUSHLIGHY.INSPECT DOWN THE ISOLATOR ROW THROLOR OUTLET PIPE !iMs i N] 4%} 17(300 mm)NYLOPLAST INUNE V-EB(I 0 MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY 04 A• DRAIN BODY WSOLID HINGED MS IA FOLLOW OSTM REGULATIONS FOR CONFIED SPACE ENTRY IF ENTERING MANHOLE 1. 1.�•A B. \! LANI,FAITP.41118 COVER OR GRATE B 3. IF SEDMENT IS AT.OR ABOVE.3•(60 mm)PROCEED TO STEP 2.IF NOT,PROCEED TO STEP 3 ,I re 4 PARTS 2T12AGBP• F i :11 I• III'• ''1 I GRATE:1:289CGSSOLID COVER:2WCGC• STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS ' A. A FIXED CULVERT CLEANING N17UI F WITH REAR FACING SPREAD OF 6(1.1 m)OR MORE IS PREFERRED FLEO5TOMM CATCH IT l u IF B. SPRY MULTIPLE PASSES OF JEIVAC UNTIL BACKFLISH WATER IS CLEAN PARTE 8212NYFX 6.(150 mm)SDR3S HPE -'� i C. VACUUM STRUCTURE SUMP AS REQUIRED WITH USE OF OPEN GRATE 1�' <$ E3 STEP 3) REPLACE ALL COVERS.GRATES.FILTERS,AND UDS,RECORD OBSERVATIONS AND ACTIONS W O^. S G 6.(150 mm)INSERTS TEE jR STEP A) INSPECT AND CLEAN BASINS AND MANGLES UPSTREAM OF THE STORMTECH SYSTEM PART/ENTEREDP• MC-35120 CHAMBER INSERTS TEE TO BE CENTERED IN �5g VALLEY O CORRUGATIONS 1 q NOTES i I I*li , I �I I I it I I I. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION.ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS I�fI•flff,ff�i�ItfCI f�i}Ii} •TIE PORTS 2112AOBIPKR CAN BE E OBSERVATIONS Of SEDIMENT ACCUMULATION AND MGH WATER ELEVATIONS. Y•1i•�S%i•A•i•. A I.i.:i.� USED TO ORDER ALL NECESSARY £ VItal I ItrEtI V8 4f'4j}I"4y} COMPONENTS FOR A SOLID UD 6 2 CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. INSPECTION PORT INSTALLATION p MC-3500 6e'INSPECTION PORT DETAIL 2' NTS SHEET 1 OF 1 Of StormTech® lUt �i./�,/,umpan) �. Isolator® Row s O&M Manual . ,,, ,„, „.,, , ,, , .,._ :,..,,,,,.;, ,,,,-, . .,: :,,,,. ,..,.., .,.„,,,,.,,, „ , ,, , ,. .. ' '''' '',i., ..\ ' .....4''. ,,. , �< e °I....' I F '�fcal� d off^ i. 77 4 �,, t MC-3500 ,y.. F °t 3. a ,e"> ire. —.. a k' ., • Y ,„ ` k �+_�,.. .3 ' & a bra, r 4 : s) jr'.,n t" . `' .' i3.a+ ^ate " ¢ - a • it " sy r` ,� �� MG-4500n THE MOST NAME IN WATER MANAGEMENT SOLUTIONS 11 110 INTRODUCTION An important component of any Stormwater Pollution Prevention Plan is inspection and maintenance.The StormTech Isolator Row is a technique to inexpensively enhance Total Suspended Solids(TSS) removal and provide easy access for inspection and maintenance. THE ISOLATOR ROW The Isolator Row is a row of StormTech chambers, either SC-160LP, SC-310, SC-310-3, SC-740, DC-780, MC-3500 or MC-4500 models, that is surrounded with filter fabric and connected to a closely located manhole for easyaccess.The fabric-wrappedLooking down the Isolator Row from the chambers provide for manhole opening,woven geotextile is shown settling and filtration of sediment as storm water rises in the Isolator between the chamber and stone base. Row and ultimately passes through the filter fabric.The open bottom chambers and perforated sidewalls (SC-310, SC- 310-3 and SC-740 • •;, models) allow storm water to flow both vertically and horizontally out of . . the chambers. Sediments are captured in the Isolator Row protecting the storage areas of the adjacent stone and chambers from sediment accumulation. tial r Two different fabrics are used for the Isolator Row. A woven geotextile fabric is placed between the stone and the Isolator Row chambers. The tough geotextile provides a media for storm water filtration and . provides a durable surface for maintenance operations. It is also , designed to prevent scour of the underlying stone and remain intact during high pressure jetting.A non-woven fabric is placed over the chambers to provide a filter media for flows passing through the perforations in the sidewall of the chamber.The non-woven fabric is not ,, required over the SC-160LP, DC-780, MC-3500 or MC-4500 models as these chambers do not have perforated side walls. StormTech Isolator Row with The Isolator Row is typically designed to capture the"first flush" and Overflow Spillway(not to scale) offers the versatility to be sized on a volume basis or flow rate basis. OPTIONAL An upstream manhole not only provides access to the Isolator Row but PRE-TREATMENT typically includes a high flow weir such that storm water flowrates or volumes that exceed the capacity of the Isolator Row overtop the over STORMTECH ISOLATOR ROW flow weir and discharge through a manifold to the other chambers. Mi The Isolator Row may also be part of a treatment train. By treating ''4 m_____-- storm water prior to entry into the chamber system,the service life can MAV THE --711111111111 D be extended and pollutants such as hydrocarbons can be captured. OVERFLOW ;--1. D Pre-treatment best management practices can be as simple as =MI. D deep sump catch basins, oil-water separators or can be innovative _ ;--1I D storm water treatment devices.The design of the treatment train and ==----= ;--1� selection of pretreatment devices by the design engineer is often ECCENTRIC driven by regulatory requirements. Whether pretreatment is used or not, - =M!} the Isolator Row is recommended by StormTech as an effective means ;--1. D to minimize maintenance requirements and maintenance costs. = :MEW D Note: See the StormTech Design Manual for detailed information on =Mt D designing inlets for a StormTech system, including the Isolator Row. OPTIONAL ACCESS STORMTECH CHAMBERS o THE MOST ADVANCED NAME IN WATER MANAGEMENT SOLUTIONS"' 2 z: ISOLATOR ROW INSPECTION/MAINTFNANCE INSPECTION The frequency of inspection and maintenance varies by location. A routine inspection schedule needs to be established for each individual location based upon site specific variables.The type of land use(i.e. industrial, commercial, residential), anticipated pollutant load, percent imperviousness, climate, etc.all play a critical role in determining the A actual frequency of inspection and maintenance practices. At a minimum, StormTech recommends annual inspections. Initially, ,. the Isolator Row should be inspected every 6 months for the first year of operation. For subsequent years, the inspection should be adjusted based upon previous observation of sediment deposition. The Isolator Row incorporates a combination of standard manhole(s)and strategically located inspection ports (as needed).The inspection ports allow for easy access to the system from the surface, eliminating the need to perform a confined space entry for inspection purposes. If upon visual inspection it is found that sediment has accumulated, a stadia rod should be inserted to determine the depth of sediment. When the average depth of sediment exceeds 3 inches throughout the length of the Isolator Row, clean-out should be performed. MAINTENANCE The Isolator Row was designed to reduce the cost of periodic maintenance. By"isolating" sediments to just one row, costs are dramatically reduced by eliminating the need to clean out each row of the entire storage bed. If inspection indicates the potential need for maintenance, access is provided via a manhole(s) located on the end(s)of the row for cleanout. If entry into the manhole is required, please follow local and OSHA rules for a confined space entries. Maintenance is accomplished with the JetVac process.The JetVac process utilizes a high pressure water nozzle to propel itself down the Isolator Row while scouring and suspending sediments.As the nozzle is retrieved,the captured pollutants are flushed back into the manhole for vacuuming. Most sewer and pipe maintenance companies have vacuum/JetVac combination vehicles. Selection of an appropriate JetVac nozzle will improve maintenance efficiency. Fixed nozzles designed for culverts or large diameter pipe cleaning are preferable. Rear facing jets with an effective spread of at least 45"are best. Most JetVac reels have 400 feet of hose allowing maintenance of an Isolator Row up to 50 chambers long.The JetVac process shall only be performed on StormTech Isolator Rows that have AASHTO class 1 woven geotextile(as specified by StormTech) over their angular base stone. StormTech Isolator Row(not tc scale) Note:Non-woven fabric is only required over the inlet pipe connection into the end cap for SC-160LP,DC-780,MC-3500 and MC-4500 chamber models and is not required over the entire Isolator Row. SC-740,SC-310;COVER ENTIRE ISOLATOR ROW WITH ADS OPTIONAL INSPECTION PORT GEOSYNTHETICS 601T NON WOVEN GEOTEJ(TIIE � sC-730.0'R4 m)MINVADE ,r r3° k:"ffL•.. , �c",+Y,�ZI Ness"'t •,,,"'1c, x A� g° yy SC.310:5'(1.5 m)MIN WIDE ,(V. .IY•YW�V oriSMEjYY 1•E .A ✓N Y tY4 �� a- '1Y�c'+1 F•`gia,'}e 4,?Kk'4.?'Li ts'v`- I Z,'i` ,Lt� ?r;� ''14,< MCJ500,M CONNECTION TO END C COVER ADS I-I K }. -ga7, •',,-1;, _y.Y h}•y I },•CI� �.`.I T .e caw,:,; STOftMTECM CHAM9ER C1560 IO0 OVNAPWOHADE iT(.V •' Y i L GEOBVNTHETIGB 601TNON WOVEN GEOTE%TILE ,Ap IMI,.....--,(;^4_ : L R++° a ;.b I • STORMTECH END CAP CATCH BASIN , \ II 1; 1 I)11. I I I I DRII]III]1IA' A II A; R52�." I] I �'I] Y1��I]I,I]�.�I]I)��IMANHOLEI.I IIIi I1:6' '/Vv�li�il��i�llil\Ib ittl:'.14 4Il�fll��l�>l��Il��I� ' SUMP DEPTH ISO NE �- +' YD i`E SITE DESIGN ENGINEER 124'1600 mm]MIN RECOMMENDED) // TWO LAVERS OF ADS CHAMBERS S NTIN WOVEN BRIC WITHOUT BETWEEN SEMS FOUNDATION STONE AND CHAMBERS,CONTINUOUS FABRIC WRHOUT SEPAIS I 24'(600 mm)HOPE ACCESS PIPE REQUIRED MC-4500.MC-3500.SC-740.DC-100 10.3(3.1 m)MIN WIDE:RIC-4500 12'1300.00 HDPE ACCESS PIPE REQUIRED:SC-310 B 15'9.5 no MIN WIDE:MC-3.500 B.(200 mm)HDPE ACCESS PIPE REQUIRED SC-160LP 5(1 5 )MIN WIDE OC-760 SC-I40 4(12 )MIN WIDE SGJ 0 SC-60LP Milir 1::6 L1111110111- ISOLATOR ROW STEP BY STEP MAINTENANCE PROCEDURES STEP 1 Inspect Isolator Row for sediment. A) Inspection ports(if present) i. Remove lid from floor box frame ii. Remove cap from inspection riser iii. Using a flashlight and stadia rod,measure depth of sediment and record results on maintenance log. iv. If sediment is at or above 3 inch depth, proceed to Step 2. If not, proceed to Step 3. B)All Isolator Rows i. Remove cover from manhole at upstream end of Isolator Row ii. Using a flashlight, inspect down Isolator Row through outlet pipe 1. Mirrors on poles or cameras may be used to avoid a confined space entry 2. Follow OSHA regulations for confined space entry if entering manhole iii. If sediment is at or above the lower row of sidewall holes (approximately 3 inches), proceed to Step 2. If not, proceed to Step 3. STEP 2 Clean out Isolator Row using the JetVac process. A)A fixed floor cleaning nozzle with rear facing nozzle spread of 45 inches or more is preferable B)Apply multiple passes of JetVac until backflush water is clean C)Vacuum manhole sump as required STEP 3 Replace all caps, lids and covers, record observations and actions. STEP 4 Inspect&clean catch basins and manholes upstream of the StormTech system. 1)B) 2 1)A) lommv !! raillintrigitAlPiltaini4iti, 111111 _.--- 11/ 1111111 MI Li SAMPLE MAINTENANCE LOG . . ' s Sediment Depth Date Fixed point to chamber Fixed point to top of Observations/Actions Inspector bottom(1) sediment(2) (1)—(2) 3/15/11 `6.3 ft KONA. New ihsEalloELoK. Fixed poihI is CI frame at 1)3M grade 1 9/24/11 6.2 0.1 ft Some 9riE fell SM 6/20/13 6.Sr 0.6 fE Mucky feel, debris visible Lln mahkole o.kSd iti Nvi IsoLoEor Row, maihEehahce due 7/7/13 6.3 fE o SysEervl jelled and vacuumed DOM • ADS-TermsadCo -' -I) :.-hsce.v,v,w.ads-p.pecom The ADS logo and the tae n Stripe are registeied trademarks of Advanced Drainage Systems.Inr StormTech I. Stormtech and the IsolatorRoware registered trademarks of StormTech Inc x i 2017 Ad reused Drainage Systems Inc 011011 0317 CS _ neater J..�k7 Advanced Drainage Systems,Inc. 4640 Trueman Blvd.,Hilliard,OH 43026 1-800-821-6710 www.ads-pipe.com •ec41.,, ,,,./.°° n t T Construction Guide An�D6m,a 'vs, REQUIRED MATERIALS AND EQUIPMENT UST •Acceptable fill matenals per'able 1 •StormTech solid end caps,pre-cored and pre-fabricated end caps •Woven and non-woven geotextiles •StonnTech chambers.manifolds and fittings NOTE:MC-3500 chamber pallets are 77"x 90"(2.0 no a 2.3 m)and weigh about 2010 lbs.(912 kg)and MC-4500 pallets are 100"x 52"(2.5 m a 1.3 m)and weigh about 840 lbs.(381 kg).Unloading chambers requires 72"(1.8 m)(min.)locks and/or tie downs(straps,chains,dot IMPORTANT NOTES: 8.This Installation guide provides the minimum requirements for proper installation of clambers.Nonadherence to this guide may result in damage to chambers during Installation.Replacement of damaged chambers during or and backtilling is costly and very time consuming.It is recommended that all installers are familiar with this guide,and that the contractor Inspects the chambers for distortion,damage and Joint Integrity as work progresses. B.Use of a dozer to push embedment stone between the rows of chambers may cause damage to chambers and is not an acceptable backfill method.Any chambers damaged by using the"dump and push"method are not covered under the StormTech standard warranty. C.Care should be taken in the handling of chambers and end caps.End caps must be stored Mending upright.Avoid dropping,prying or excessive force on chambers during removal from pallet and initial placement. Requirements for System Installation • . . ••-'.'"'""• --; • Excavate bed and prepare subgrade per Place non-woven geotextile over prepared soils Place dean,cradled.angular Mone lourdetion engineers plans. and up excavation walls. 9'(230 rem)min.Install urderdraine If required. Compact to acheve a fiat surface. 1 Manifold,Scour Fabric and Chamber Assembly t Y Install manifolds and lay out woven scour Align the first chamber and end cap or each Continue Installing chambers by overlapping chamber end 900101t le at inlet rows(min.17.5 h(5.33 mi] row with Inlet pipes.Contractor may choose corrugations.Chamber joints are labeled"Lower Joint- at each Inlet end cap.Place a continuous to postpone stone placement around incl Overlap Here"and'Build this direction-Upper Joint-Be piece(ro seams)along entire iengih 01 chambers and leave ends of rows open sure that the chamber placement does nor exceed the reach isolator®Row(s)in two layers. for easy inspection of chambers dung the of the construction equipment used to place the stone. backhl process. Maintain minimum 9-(300 mm)spacing between rows. Fon the Isolator Row place two continuous layers of ADS Woven fabric between the foundation stone and the isolator row chambers,making sum the fabric lays nal and extends the entire width of the chamber feet. Manifold Insertion Storm"fech Isolator Row Detail P.M iiirAIMOS•an. w.ceic ww., /,7("/: . i a_,Will Li<1111V11111!111111111"1\\' I �I_,A�.�- i 1111I:l . ,1 IlI ►�i IllIhP', ISI , Ill til Ili Insert inlet and outlet mandolds a minimum 12' 1.0'3°...,7g,°,7,=;17,,"1..-"" (300 mm)Into chamber end caps.Manifold header r..>n raxnr.i..wrc�oi.wvw:r.eex sre. stolid be a minimum 12'(300 mm)from base of end can, rx.m+.n.v,.mrusrsi 2 initial Anchoring of Chambers—Embedment Stone 0.1 • • inmai embedment shall be spotted along the centerline of the chamber evenly No equipment shall be operated on the bed at this stage of the installation. anchoring the lower portion Of the chamber.This is best accomlpishe0 with a Excavators must be boated off the bed.Dump trucks shall not dump stone stone conveyor or excavator reacning along the rowdirectly on to the bad.Dozers or loaders are not allowed on the bed at this time Backfill of Chambers—Embedt °rpt Stone 4,..f.-;.:,,,," ' k4114 UNEVEN BACKFILL EVEN BACKFi,_ PERIMETER NOT BACKFILLED PERIMETER FULLY BACKFILLED eackhll chambers evenly.Stone column height should never differ by—0 Perimeter stone must be brought up evenly with chamber rows.Perimeter than 12'(300 mm)between adlacent chamber rows or between chamber must be Nay bacMhlled,with stone extended horizontally to the excavation rows and perimeter. wall. Cal Stamle h at 88taSta4 for ta*xrd and product.n1ornaoon a v sa wvw.slamt li.com 3 Backfill of Chambers—Embent Stone and Cover Stone III Continue evenly beckMli-g betwee^rows end ard,ld p omelet Lmtl Only atter chambers have been beefed be lop of chamber and WML embedment stone reales tops of chambers end a minimum 12'(300 mm) a minanurn 12"(300 mm)of cover stone on top of chamber can aldd of cover stone is in pace.Perimeter stone must extend horizontally to the loaders and small LGP dozers be used to final grade cover atone and excavation wall for both straight or sloped sidewells.The recommended backRa matenal in accordance with ground pressure limits in Table 2. backfill methods are with a stone conveyor outside of the cod Or bold as you Equpment must push material parallel to lows Only.Never push perpendicular go wth an excavator inside the bed teach ng along the rows.Backtbng while to rows.StOrmTedr recommends the contractor inspect chamber rows before assembling chambers rows as shown in the picture mil help to ensure that plac:rg final bane II.Any chat-ben de-aged by cons-ruction equpnent.hal equipment reach is not exceeded. be removed and replaced. Anal Backfill of Chambers—Fill Material inserta Tee Detail 1111111•111•1111111I • it. y.. Kg IIlIlI^a-.„.. —^� IL • 46 Instal non-woven geoteo ue oar state.Goolexde node overlap 24-(6/1300 n)in. Mere edges meet.Compact at 24-(600 mm)of fit.Ruler baud parole'vAth rows Itif ,. ne. ..,.. .... • sZ..... • Tam*I-x name hi Fame Figure 1-Inspection Port Detail IWIIIii0,.; 1 tree pn I.. .... xt1.V.:'' ( 4=,,:'eah ryw----.:,,,,1 \ ` w......,, r •L-47,Ho JeeiaM4 ''.""TI. I. dean:Oe •easpninhe marte aM1 'w+laa*as.Wea.a keptdrw . wb *.x . free pre Porete tee.ea. sleeve r:aimray.a . . o®s qm® ,mr rawale6 b. . . .I't�vpm�@.. ([�r r4rYber.c Onarnan Mai ;.. 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Ihl ''' III.liP X Ill a ,il1I I1Ih ni:,lli �r�� t w.>m .Vr''. 1dR11.r 12s --.A•1-tagragrat•L-U, I I �, ,.H n”".rtennrrsaa.. a w s mirac' 12. nae Adel*amender WOO Immo m'....tie raw ...: err • . te r;urea w ret...........,am: • t t'...- .1='!... t'4'ga;hemp some 6_n v Fina As.e i t� 3m SIA is aals an Lb L r. W .1ia.1 Wyk.; 30• tie ry,, . :.. 'sale 3P I e m. ..k s Inane. lssq 3r61sti11 R'I .S reelrra Model our m - laaaat '^cora° treesZ. ere p.r- .Mr ars rams t. -v.urt:'snt..r Wt..Cn.ule a p seaie _.... : _.-._.. r.. M oat 'demi 'LOWbi �?: thin .....WWaml fer ter6 ann.,',JAM'S mit rem rp*rw w 20Fel tati rm r oactxe.kvie+pa ow v �mn IT r11 arsenal.. ',moral �P port, .. reps a —... si4 b ''eine u..0 apa6il m Barba e6• ... a' tret666tt 6q r z t e dila...... :r W sai_alnvf .":.Lina® --#iz• ghWara roa.ux ler. Ss..GJ, e.F a...a .tl :1 ma ,,-,,,,,—,..—X.,,,lun 'n.trr 4-s at L.:'.y v1.a..Wr. :ri: x: N3,... rq:a M. rrrl'ain.Ml:. MvM.Irl nor y .a•X4 ":.s of elllfC avaar:rcnp:!re"(.•1St cop:M.^.a 1 urrrsoorrmrW'iir:l aw:.+asneeomauYM.. TIM 3-rSas Wens re Once oe a.uara-r.SA..deaf aeese4meofdew Rear. 1...............ea.. m .....On 1 or.epno r4 asxa.smr+.. Sid.2o:lMmtraab+r.'a,-. Y� v.abmn.e...l, ...rapport- knee me0d.... dila. :�'•'_ 6,5,50.anxn.l i mh.rb b .,... OMANI rLeib osaote f.e mor.nn4 :*wean aanoa rn a-I WhOolainaae ,ldhMabalt.... 'wranlrr1rtw .'rraa,w.:) 00 rmttrc fa..W y:tl reed us .sada, Wan Iver.mesio r. Ati'.f r_00_..an4!Hawn.=r9^.«.fx:.ineehse:: • avid twr e.aL :er alaro.:..rna : vols-ac o:ase-err sd p'6W per Porto. aha Clan ed.ta. .a V.,ina..w:tria.2T+.a s ar!nto �uae n.-. aaN.'hi:Wc::;:. noes ln...odor. M MrlmMl.rpaal{ Darr. 'taly..ewa:r.enter, el.rrwe.n *mran.e.s Meas. Mee :fasiodn to /wen. ILW'Nnrs are Cameo d5:'are aarobmneADS were. a�sodwomW.w. a.bsr dee amt,Thema:. amreom.. aeemsole endpovaWromm ldaud Drama,.*stems rescceoam no ct lttryesml Vet are r.N alba6menadba�DrataRs'ra' ®fwaaew 'tsmnl,O aacN¢Nvam vom*tac,matese:a...,tramdete terron.S s...„...,....,rM tderM ilex aerssapC nax.w.d e.s.lsr.V vanenr e.pyn. ttrettette ree et Date 0In]LS -. CAr 1 ream.Dapge%.ass Irk Cal StamTxh at anLael.ans Sc Ieolesed and product nbmason or war www.stormtech.cnm --_ 6 4,0) 17.0 Standard Limited Warranty StormTech. STANDARD LIMITED WARRANTY OF STORMTECH LLC ("STORMTECH"): PRODUCTS (A) This Limited Warranty applies solely to the StormTech (F) Under no circumstances shall StormTech be liable to the chambers and end plates manufactured by StormTech Purchaser or to any third party for product liability claims; and sold to the original purchaser(the"Purchaser").The claims arising from the design,shipment,or installation chambers and end plates are collectively referred to as of the Products,or the cost of other goods or services the"Products." related to the purchase and installation of the Products. For this Limited Warranty to apply,the Products must be (B) The structural integrity of the Products,when installed installed in accordance with all site conditions required strictly in accordance with StormTech's written installation by state and local codes;all other applicable laws;and instructions at the time of installation,are warranted to the StormTech's written installation instructions. Purchaser against defective materials and workmanship for one(1)year from the date of purchase.Should a defect (G) THE LIMITED WARRANTY DOES NOT EXTENDTO appear in the Limited Warranty period,the Purchaser shall INCIDENTAL,CONSEQUENTIAL,SPECIAL OR INDIRECT provide StormTech with written notice of the alleged defect DAMAGES.STORMTECH SHALL NOT BE LIABLE FOR at StormTech's corporate headquarters within ten(10)days PENALTIES OR LIQUIDATED DAMAGES,INCLUDING of the discovery of the defect.The notice shall describe LOSS OF PRODUCTION AND PROFITS;LABOR AND the alleged defect in reasonable detail.StormTech agrees MATERIALS;OVERHEAD COSTS;OR OTHER LOSS OR to supply replacements for those Products determined by EXPENSE INCURRED BYTHE PURCHASER OR ANY StormTech to be defective and covered by this Limited THIRD PARTY.SPECIFICALLY EXCLUDED FROM LIMITED Warranty.The supply of replacement products is the sole WARRANTY COVERAGE ARE DAMAGETOTHE PROD- remedy of the Purchaser for breaches of this Limited UCTS ARISING FROM ORDINARY WEAR ANDTEAR; Warranty.StormTech's liability specifically excludes the ALTERATION,ACCIDENT,MISUSE,ABUSE OR NEGLECT; cost of removal and/or installation of the Products. THE PRODUCTS BEING SUBJECTEDTOVEHICLE TRAFFIC OR OTHER CONDITIONS WHICH ARE NOT (C) THIS LIMITED WARRANTY IS EXCLUSIVE.THERE ARE PERMITTED BY STORMTECH'S WRITTEN SPECIFICA- NO OTHER WARRANTIES WITH RESPECTTOTHE TIONS OR INSTALLATION INSTRUCTIONS;FAILURETO PRODUCTS,INCLUDING NO IMPLIED WARRANTIES OF MAINTAIN THE MINIMUM GROUND COVERS SET FORTH MERCHANTABILITY OR OF FITNESS FOR A INTHE INSTALLATION INSTRUCTIONS;THE PLACEMENT PARTICULAR PURPOSE. OF IMPROPER MATERIALS INTOTHE PRODUCTS;FAIL- URE OFTHE PRODUCTS DUETO IMPROPER SITING OR (D) This Limited Warranty only applies to the Products when IMPROPER SIZING;OR ANY OTHER EVENT NOT the Products are installed in a single layer. UNDER NO CAUSED BY STORMTECH.THIS LIMITED WARRANTY CIRCUMSTANCES,SHALLTHE PRODUCTS BE REPRESENTS STORMTECH'S SOLE LIABILITYTOTHE INSTALLED IN A MULTI-LAYER CONFIGURATION. PURCHASER FOR CLAIMS RELATEDTOTHE PROD- UCTS,WHETHERTHE CLAIM IS BASED UPON CON- (E) No representative of StormTech has the authority to TRACT TORT,OR OTHER LEGAL THEORY. change this Limited Warranty in any manner or to extend this Limited Warranty.This Limited Warranty does not apply to any person other than to the Purchaser. 4.444 StormTech• An 111MDS.company 70 Inwood Road Suite 3 I Rocky Hill I Connecticut 106067 888-892-2694 www.stormtech.com 28 Call StormTech at 860.529.8188 or 888.892.2694 or visit our website at www.stormtech.com for technical and product information. . . [(my -I AM 417.tri. GEOSYNTHETICS a.nw. rn.m. ,�....v. ADS GEOSYNTHETICS 0601T NONWOVEN GEOTEXTILE Scope This specification describes ADS Geosynthetics 6.0 oz (0601T) nonwoven geotextile. Filter Fabric Requirements ADS Geosynthetics 6.0 oz (0601T) is a needle-punched nonwoven geotextile made of 100% polypropylene staple fibers, which are formed into a random network for dimensional stability. ADS Geosynthetics 6.0 oz(0601T) resists ultraviolet deterioration, rotting, biological degradation, naturally encountered basics and acids. Polypropylene is stable within a pH range of 2 to 13. ADS Geosynthetics 6.0 oz (0601T) conforms to the physical property values listed below: Filter Fabric Properties M.A.R.V. PROPERTY TEST METHOD UNfT (Minimum Average Roll Value) Grab Tensile ASTM D 4632 lbs(kN) 160 (0.711) Grab Elongation ASTM D 4632 % 50 Trapezoid Tear Strength ASTM D 4533 lbs(kN) 60 (0.267) CBR Puncture Resistance ASTM D 6241 lbs(kN) 410 (1.82) Permittivity* ASTM D 4491 sec' 1.5 Water Flow* ASTM D 4491 gpm/ft2(l/min/m2) 110 (4480) AOS* ASTM D 4751 US Sieve (mm) 70 (0.212) UV Resistance ASTM D 4355 %/hrs 70/500 PACKAGING Roll Dimensions (W x L)—ft 3.0/5.0/6.25/7.5/9.0/12.5 x 360/ 15 x 300 Square Yards Per Roll 120/200/250/300/360/500/500 Estimated Roll Weight—lbs 44/65/97.5/102/141/195/195 *At the time of manufacturing. Handling may change these properties ADS"Terms and Conditions of Sale"can be found on the ADS website.www.ads-bioe.com Advanced Drainage Systems and the ADS logo is a registered trademark of Advanced Drainage Systems,Inc.cAdvanced Drainage Systems,Inc. #0601T 04/16 riiratuariM aimmemsAmsy LO THETICS ADS GEOSYNTHETICS 315W WOVEN GEOTEXTILE Scope This specification describes ADS Geosynthetics 315W woven geotextile. Filter Fabric Requirements ADS Geosynthetics 315W is manufactured using high tenacity polypropylene yarns that are woven to form a dimensionally stable network, which allows the yarns to maintain their relative position. ADS Geosynthetics 315W resists ultraviolet deterioration, rotting and biological degradation and is inert to commonly encountered soil chemicals. ADS Geosynthetics 315W conforms to the physical property values listed below: Filter Fabric Properties PROPERTY TEST ENGLISH M.A.R.V. METRIC M.A.R.V. METHOD (Minimum Average Roll Value) (Minimum Average Roll Value) Tensile Strength (Grab) ASTM D-4632 315 lbs 1400 N Elongation ASTM D-4632 15% 15% CBR Puncture ASTM D-6241 900 lbs 4005 N Puncture ASTM D-4833 150 lbs 667 N Mullen Burst ASTM D-3786 600 psi 4134 kPa Trapezoidal Tear ASTM D-4533 120 lbs 533 N UV Resistance (at ASTM D-4355 70% 70% 500 hrs) Apparent Opening Size ASTM D-4751 40 US Std. 0.425 mm (AOS)" Sieve Permittivity ASTM D-4491 .05 sec-1 .05 sect Water Flow Rate ASTM D-4491 4 gpm/ft2 163 I/min/m2 12.5' x 360' 3.81 m x 109.8 m Roll Sizes 15.0' x 300' 4.57 m x 91.5 m 17.5' x 258' 5.33 m x 78.6 m *Maximum average roll value. ADS Terms and Conditions of Sale'can be found on the ADS website,www.ads-pipe.com Advanced Drainage Systems and the ADS logo is a registered trademark of Advanced Drainage Systems,Inc.DAdvanced Drainage Systems,Inc. #315W 05/16 • ,o OFFICE COPY aYb.san 'artisan /�Z. la sidin JamesHardie p g INSTALLATION REQUIREMENTS Visit www artisanluxury.;om for the most recent version. EFFECTIVE AUG 2011 IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID THE LIMITED PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONETM INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONETM APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE&HANDLING Store flat and keep dry and covered prior to installation (fig. 1). Installing siding wet or saturated may result in shrinkage at joints. Protect edges and corners from breakage.James Hardie is not responsible for damage caused by improper storage and handling of the product. When working with Artisan'siding and trim products,carry the product on edge. If only one person is carrying the product, hold it in the middle and spread arms apart to better support the product (fig.2). If two people are carrying the product, hold it near each end and on edge (fig 3). Do not lift or carry Artisan products flat(fig 4). FIGURE N' _.. ,. PKJRE3 "':Gloria A 0 CUTTING INSTRUCTIONS - OUTDOOR 1. Position cutting station so that wind will blow dust away from user and others in working area. 2. Use one of the following methods: a. Better: i. Dust reducing circular saw equipped with a HardieBlade°saw blade and NEPA vacuum extraction — NEVER use a power saw indoors to cut Artisan siding and trim products — NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark — NEVER dry sweep—Use wet suppression or NEPA Vacuum NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures.Additional exposure information is available at www.artisanluxury.com to help you determine the most appropriate cutting method for your job requirements.If concern still exists about exposure levels or you do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. INSTALLATION stud water-resistive plywood or 24"o.c.max. barrier OSB sheathing •- -•1 3 h`'.-fit, _...�..-;a:.�...— I� starter strip A11111.111a ' 4`-4 e •i f, t::.1 11111111111.1111111111K yy OIIIIIIIIMIIIIIIIIIIIII finishing strip I 01011111111111 11.1111.11111111111111 1 .1111 IIIIIIIIIIIIIIIIIIIIIIIIII :>i 111111111111111111111111111111111 off stud tongue and oroove joint Install a 1 1/2"starter strip to concrete leave appropriate gap between ensure a consistent plank angle foundation planks and trim,then caulk` •Apply caulk in accordance with caulk manufacturers written application instructions Warning:Avoid Breathing Silica Dust James Hardie`products contain respirable crystalline silica,which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potential) fatal lung disease called silicosis,and has been linked with other diseases. Some studies suggest smoking may increase these rioks. During installation or handling:(1;work in outdoor areas with ample ventilation ( use fiber cement shears for cutting or,where not feasible,use a HardiebladeTM saw blade and dust-reducing circular saw attached to a HEPA vacuum;(3)warn others in the immediate area;(4)wear a properly-fitted,N OSH-approved dust mask or respirator(e.g.N-95)in accordance with applicable government regulations and manufacturer instructions to further lima respirable silica exposures. Dunng dean-up use HEPA vacuums or wet cleanup methods-never dry sweep. For further information,refer to our installation instructions and Material Safety Da JURYSee DEATH.le at www.jameshardie.com or by calling t-800-9HARDIE(1-800-942-7343). FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL ART1104 -P1/8 1/11 GENERAL REQUIREMENTS y rO` • Artisan®lap can be installed over braced wood or steel studs spaced a maximum of 24"o.c..Irregularities in framing and sheathing can mirror through the finished application. • Artisan lap can also be installed over foam insulation/sheathing up to 1"thick.When using foam insulation/sheathing,avoid over-driving nails(fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails(fasteners)are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordant with local building code requirements.James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap Weather Barrier,a non-woven non-perforated housewrap,which complies with building code requirements. • Adjacent finished grade must slope away from the building in accordance with local building codes- typically a minimum of 6" in the first 10'. , • Do not install James Hardie® products.such that they may remain in contact with standing water. • Artisan lap butt joints are not required to land on stud.Do not nail within 2"of tongue and groove at end of planks. 0 • James Hardie recommends cutting tongue or groove off when butting into trim boards(fig. 6). • Artisan lap requires a trim thickness of 1 1/2"for proper aesthetics. • Artisan lap may be installed on vertical wall applications only. remove tongue or correct • Must follow all clearance and details below, groove when a method • For larger projects,including commercial and multi-family projects,where the span of the wall is significant in butting trim length,the designer and/or architect should take into consideration the coefficient of thermal expansion and . . - moisture movement of the product in their design.These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie®Siding Products"at www.JamesHardie.com. CLEARANCES& DETAILS • DO NOT use stain on James Hardie°products. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100%acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed. • Install James Hardie products with a minimum 6" clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required (fig. 7). • Maintain a 1"-2" minimum clearance between James Hardie products and paths,steps and driveways(fig. 8 and fig. 9) • At the juncture of the roof and vertical surfaces,flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1"-2" minimum clearance between the roofing and the bottom edge of the siding and trim(fig. 1D) • Maintain a 1/4" clearance between the bottom of James Hardie products and horizontal flashing. Do not caulk gap (fig. 11). • Maintain a minimum 1"gap between gutter end caps and siding&trim (fig. 12). • When ending Artisan lap at the bottom of a window or at the top of a wall,a finishing strip similar to a starter strip maybe necessary to achieve a proper plank angle.Also when cutting Artisan lap around doors,windows,or other horizontal trim applications, an additional starter strip maybe necessary to achieve proper plank angle (fig. 13). • Install kickout flashing at roof-wall junctions (fig. 14). water-resistive stud water- barrier fir, siding ._resistive — M barrier — deck material - concrete ) ;, N. 1"-p"min. 1"-2"min foundation 1 blind nail 1"-2"mins __ h:r1 1 - �, flashing �— ® joist led �� flashing iili 6 Artisan / ger ` 'f lap FIGURE 7 AG': 2i , .. - FIGURE 10 siding water-resistive flashing barrie''''''''''''''''''''''''• gutter / ,� Do Not _ .� end .-.._............ . ca! Caulk 11/4"gap / t fascia < starter .l strip 1 w 1 __ • 1 '�flashingtrim 1"min. . board i III siding i- r -._ 12 F.5. - '3 KICKOUT FLASHING ' step flashing i t `', Because of the volume of water that can pour down a sloped roof,one of the most critical flashing elf adherinp/`\ • "�- details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. membran- selfadherin I Where the roof terminates, install a kickout to deflect water away from the siding. i eavesmem.rane It is best to install a self-adhering membrane on the wall before the subfascia and trim boards are kickout tlashin. nailed in place, and then come back to install the kickout.To prevent water from dumping behind -"I the siding and the end of the roof intersection, install a "kickout" of sufficient length and angle to Ir �� drip edge direct the water running down the roof away from the siding (fig. 14).' water-resistive FIGURE 14 barrier I The illustration(figure 14)and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION.For subscription information visit www.jiconline.com. AAT1104 -P2/8 8/11 1/710, I JOINT PLACEMENT& TREATMENT - JOINT PLACEMENT JOINT TREATMENT Artisan'lap butt joints are not required to land on stud, it is Install factory finished tongue and groove edges together recommended that butt joints be placed 4"off stud (fig. 15). at butt joints using Joint Flashing (fig 16). Do not nail within 2"of tongue and groove at end of planks. Joint Flashing stud ant flashing � nailing � 24" � line '; water-resistive;�\ O.C.max. � � barrier —° —'�� recommended 1 1/4 mi4°off stud Artisan' ,'. overlap lap t. , r Y� � 1 i� blind nai 11111111111111111. F - FIGUqE 16 ARTISANTM ACCENT TRIM Artisan lap requires a trim thickness of 1 1/2"for proper aesthetics (figs. 17& 18). • Maintain a minimum 1" -2" clearance between Artisan Accent Trim and roofs, decks, paths,steps and driveways. Maintain a 1/4" clearance between Artisan Accent Trim and horizontal flashing. • 2 1/2" minimum 16 ga.finish nails may be used to attach Artisan TM Accent Trim to wood frame construction. ET&F or equivalent fasteners or screws may be used to attach Artisan Accent Trim to steel frame construction. • Fastening instructions are similar for all applications.When using finish nails,position nails no closer than 1/2"from the edges of the trim and for all other fasteners no closer than 3/4".Fasteners must be no closer than 1"from ends of trim and spaced a maximum of 16" o.c. Ensure trim is adequately fastened. Note:James Hardie recommends installing trim boards so that seams are not visible from the front facing or street curb view(fig.17). • Flashing is required over all horizontal protruding and exposed trim. 1.-'11/2-4'1 Artisan"' Accent Trim top view Artisan"' ry using Artisan— --.104111 Accent Trim Accent Trim lora ' front facing trim 22.5° 45° board (see note above) weather cut I4-- 31/2"__'i FIGUFF 17 FIGURE 18 Board Pre-built corner Site Built Corners Other areas (e.g.window trim, Width band boards and fascia) 4,. 1 nail every 16" to attach boards together t 2 nails every 16" 2 nails every 16" 2 nails every 16" each board 6„ 1 nail every 16" to attach boards together + 3 nails every 16" 3 nails every 16" 3 nails every 16" each board -° As required by local building code. AAT1104 -P3/8 8/11 Arial-e. CONCEALED FASTENING TABS For Corners,Band Boards,Windows,and Door Applications: Artisan®Accent'Trim boards with Back Grooves can be installed with Flat Tabs(JH sku no.280154)and Corner Tabs(JH sku no.280155)which provide concealed fastening.Only Flat and Corner Tabs can be used with Artisan Accent Trim boards to create a concealed fastening.Additional framing may be required to ensure the Flat and Corner Tabs are fastened orooerly to the structure.Special attention should be paid to the framing when using a sheathing that does not have fastener holding eauivalent to OSB or Plywood sheathing. Step 1: Attach Flat Tabs to the back side of the trim using four(4)18 ga.1/2"L x 1/4"W narrow crown corrosion resistant staples,equally spaced in one row,positioned no closer than 1/2"from trim edges using a pneumatic staple gun.(Figure 1) Step 2:For wood frame construction,attach the trim to the building with minimum 2,6d siding nails fastened through the HardieTrim Flat Tabs(Figures 2&3)'.ET&F or equivalent fasteners may be used to attach the Flat Tabs to steel frame construction.(Figures 2&3) Fastener spacing will vary based on application.Refer to fastener table on page 4.Refer to specific sections in these instructions for required fastener spacing by application(window,band board,etc.) Installation of HardieTrim tabs in Coastal Regions: James Hardie requires that stainless steel staples&fasteners be used when installing HardieTrim"Tabs in coastal regions. Installation of HardieTrim Tabs over Pressure Treated Lumber: HardieTrim—tabs shall not come in direct contact with ACO or CA preservative-treated wood.Refer to the General Fastening section of this document for further information. ---pirr. drim Min j nein trz Fasten 4 staples to the center of the nailing ridge. Flat Tab to minimum 7/16" i-" t OSBFasten withHarmmnieT2,6d siding nails t HardieTrimTM Flat Tab HardieTrimTM Flat Tab Figure 19 Figure 20 TRIMMING CORNERS Artisan®Accent'Trim boards with back grooves are installed around corners by pre-building the corner off the wall with the Corner Tabs(JH sku no.280155). • Attach HardieTrim Corner Tabs to the back side of the trim using eight(8)-18 ga.1/2"L x 1/4"W narrow crown corrosion resistant staples using a pneumatic stapler.Ensure the HardieTrim Corner Tabs are fastened tight and straight to the trim boards.(Figure 4) • For wood frame construction,attach the trim to the building with 6d siding nails fastened through the Corner Tabs.ET&F or equivalent fasteners may be used to attach the Corner Tabs to steel frame construction. (Figure 22) • Attach a HardieTrim Corner Tab 1"from each ends and every 20"o.c. • TIP:Creating a jig for the work station is recommended to ensure the corners are fastened securely and straight. (Figure 24) II�+� Use 4 staples per• Fasten 2°x a° mo ��'r', piece of trim to '�(Comer studs Corner Tabs '� timber blocks fasten the L-shaped . + to a work bench 610,... tab to the pre built _comer.Use the nail. iIlP1_r 22.5°-45° `\` � Iff iiiiiiiiiiiii. *� weather cut line on the _ - �i _ � tabs as a guide. `�AA II Figure 21 nail �omer TabArtisan Fasten 2"x :"stud Figure 22 Figure 23 Figure 2,Accent Trim to the timbe blocks MI corner studs Artisan®Accent',Trim boards with back grooves am Mcan also be installed directly to the building(fig.25) around comers using 2-1/2"long minimum 16 ga. fE� galvanized finishing nails every 16"o.c. C 'llir `Note:The 5 1/2"trim boards can onlybe installed Nei. directly to the building when used for corners. 2-1/2"Finish nail Figure 25 ART1104 -P4/8 1/11 . Ar >o TRIM APPLICATION FOR WINDOWS, DOORS Flashing needs to be & tucked under water OTHER OPENINGS resistive barrier and over Do not caulk between the Trim the opening prior to the installation of the siding(Figure 26). the Flat Tabs. siding and the flashing. Water-resistive Barrier 1/4"gap Place a Flat Tab at the end of each trim board and one tab every 16"OC. Attach the trim boards and Flat Tabs around the opening as shown in mot !firm Figures 26 and 27. %IFNI Figure 26 Figure 27 -Ia Header piece spans the window Side trim pieces go to including the side trim pieces. ii I the top of the window. ■ 31 El '111 .111 Iimilill illillIII1 LiiiiBottom trim piece I 1111 ■ 1111111 I ill IIIIIIIIIIIIIIIIIIIIIIIIIII is the width of the window. NOTE: Follow your window/door manufacturers , installation instructions. , 1/8"caulked gap is left between Figure 28 siding and the side trim pieces. BAND BOARD A flashing is required over the trim and HardieTrimTM Flat Tabs.(Figure 28)Terminate ends of the Band Board into Trim or Siding or miter cut the edges of the trim at the corners of the building. Figure 29 Place a HardieTrimrm Flat Tab at the end of each trim board and one tab every stud at a maximum of 16"o.c. The HardieTrimTM Flat Tabs should be attached to the trim in an alternating pattern to Weather-resistive barrier the top and bottom of the band board(Figure 30,31). Use 16 ga.galvanized 2"long finish nails to ensure proper fasteningif needed. sheathing p p t ArtisansLap Siding Fasten 4 staples to the center of the nailing ridge HardieTrimTM Flat Tabs 1111 I _ .-1/4"gap.Do not caulk. f} ' Flashing 16"o.c.max — Figure 30 Blocking . lir I, HardieTrim^"Flat Tabs ' ' -Artisan Accent Trim Board I 16"o.c.max i Figure 31 li . Caulk Flat Tabs Figure 32 Flush — Flat and Comer Tabs Flat and �k ` Corner Tabs im , Clr Siding nail Do not Only use staples to attaches tab under fasten Flat and Corner Tabs to the wall. drive nails. to the trim boards. Refer to your paint manufacturer for washing and recoating requirements related to paint performance. ART1104 -P5/8 1/11 • 14-79., GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant,galvanized,or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality,hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie®products. Manufacturers of ACQ and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACQ or CA preservative-treated wood and aluminum products.Fasteners used to attach HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5." PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool.Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding.A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven.If setting the nail depth proves difficult,choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer-Does not apply for installation to steel framing). • Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. • NOTE:Published wind loads may not be-applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding (no air space) (fig. A). "Artisan Lap and Face Nailing Artisan Accent Tdnr" Figure 26 • Do not over-drive fastener heads or drive at an angle. • If fastener is countersunk,caulk fasteners hole and add a nail(fig. B) Flush HardieTrim' • For wood framing,under driven fasteners should be hit flush to the plank Flat and Corner Tabs (i) with a hammer(For steel framing,remove and replace nail). HardieTrim- op, • Do not use aluminum fasteners,staples,or clipped head nails on. Flat and I; Iv Corner Tabs�� Artisan Lap or when face nailing Artisan Accent Trim. Only use staples to fasten • Use the nailing line provided on the board for proper nail placement. Siding nail attaches Do not under HardieTrimTM Flat and Corner tab to the wall. drive nails. Tabs to the trim boards. FASTENER REQUIREMENTS FIGURE 34 stud -24" � nailing line 1 V.C.max. water-resistive V'« min.1'/." 11111-_ barrier x`.g �' .w * DNAILOLINEE overlap -.,�w: Vi AS LAP LINE _ L o� _ blind nail r1 1111 � _ 11/4"mi I C DO NOT USE '24overlap NAIL LINE I —I J AS LAP LINE R i �� o \ water-resistive barrier a FIG:.Rr 33 ,,,,,40,,:' -� am water-resistive BLIND NAILING (required) ft barrier Wood Framing • Siding nail (0.09"shank x 0.221"HD x 2 1/4" long) Steel Framing Proper nail placement • Ribbed Bugle Head screw(No.8-18 x 0.323"HD x 1 5/8" long) • Do not nail within 2"of tongue and groove at end of planks. • Use the nailing line provided on the board for proper CAULKING&PAINTING nail placement. For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM C834.Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions or ASTM C1193. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100%acrylic topcoats are recommended. Do not paint when wet.For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed.James Hardie recommends the use of flat paint on Artisan DO NOT use stain on James Hardie-products.James Hardie products must be painted within 160 nays for primed product and 90 clays for unprimed. 100%acrylic topcoats are recommended.Do not paint when wet.For application rates refer to paint manufacturers specifica- tions.Back-rolling is recommended if the siding is sprayed. CUT EDGE TREATMENT Caulk,paint or prime all field cut edges. *Refer to your paint manufacturer for washing and recoating requirements related to paint performance. ART1104 -P6/8 1/11 y L CARE&MAINTENANCE As a guide. it is recommended that normal maintenance tasks shall include but not be limited to: • Washing down the exterior surfaces every 6 to 12 months with a garden hose or low pressure water spray to remove dirt and debris.* • Re-applying of exterior finishes.* • Maintaining the exterior envelope and connections including joints,penetrations,flashings, and sealants(caulking)that may provide a means of moisture entry beyond the exterior cladding. • Cleaning out gutters, blocked pipes,and overflows as required. • Pruning back vegetation that is touching the building. Clearance between the siding and shrubs is recommended. • Ensuring required external ground clearances and drainage slopes are maintained. Warning:High pressure water blasts(e.g.pressure washers)and sand blasting will damage the surface of fiber cement.James Hardie does not recommend these methods of cleaning.Low pressure water spray, or a medium bristle(nonmetal)brush are more suitable for cleaning fiber cement products. COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, Includes 5°/n waste factor. Coverage Area Artisan® lap width Less Openings Plank Width 5 1/4 7 1/4 8 1/4 1 SQ = (100sq.ft.) Exposure 4 6 7 1 27 18 15 2 53 35 30 3 79 53 45 4 105 70 60 5 132 88 75 6 158 10590 . ... ..._...... 7 184 123 105 8 210 140 120 9 237 158 135 10 263 175 150 ...... ... . .. . ... . 11 289 193 165 12 315 210 180 13 342 228 195 14 368 245 210 15 394 263 225 16 420 280 240 17 447 298 255 118 473 315 270 19 499 333 285 20 525 350 300 This coverage chart is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not Assume responsilwility for over or under ordering of product. RECOGNmON: Artisan'lap complies ASTM C1186 in so doing meets the Fiber-Cement Siding code requirements in the 2006 International Building Code`Section 1404.10,1405.15,and 1405.17.2;and the 2006 International Residential Codes for One-and Two-Family Dwellings Table R70.4 and section 6703.10.2.Supplementary code compliance details are found the Artisan'lap Code Compliance Sheet. RECOGNmON: RECOGNITION:HardieTrim°boards may be installed as an equal alternative to conventional trim permitted for use in; the 1997 Uniform Building Code,Section 601.5.5;the 1997 Standard Building Code, Section 1404.1;the 1999 BOCA National Building Code,Section 1407.2.2;2003 International Building Code, Section 1402.1,the 2003 International Residence Code for One- and Two-Family-Dwellings,Section R703.1.the 2003 International Residence Code for One-and Two-Family-Dwellings,Section R703.1.and the 1998 International One-and-Two-Family Dwelling Code,Section 601.1. ART1104 -P7/8 1/11 y i FASTENER TABLE Application Framing Material Fastener Fastener Max Tab Spacing Tab is nailed into (tab to framing) (tab to NT3 trim) (inches on center) Wood Stud One 6d corrosion resistant siding nail (minimum G=0.42) installed through center of flange into framing Four 18 ga.X 1/2' Two 4d ring shank corrosion resistant long X 1/4°wide Minimum APA rated siding nails equally spaced installed corrosion resistant 16 Flat Tab 7/16'OSB through flange into framing crown staples, equally spaced in one row 20 One No.8 X 1'long X 0.323"head diameter screw(corrosion resistant) gauge Minimum steel installed through flange into framing Wood Stud On each flange,Install one 6d (minimum G=0.42) corrosion resistant siding nail through flange into framing For each piece of trim,install Four 18 On each flange,Install two 4d ring ga.X 1/2'longX APA Corner Tab Minim7/16"OSBated shank corrosion resistant siding nails 1/4°wide corroion 20 through flange into framing resistant crown staples,equally On each flange,Install one No.8 X 1" space in two rows Minimum 20 long X 0.323'head diameter screw gauge steel (corrosion resistant)through flange into framing Wind-Borne Debris Region: "Supplemental fasteners may be necessary when installing tabs in a Wind-Borne Debris Region,please call Technical Services 800-942-7343 with any questions." artisan ®2011 James Hardie Technology Limited.All rights reserved TM,SM and®denote trademarks or registered trademarks of James Hardie Technology Limited.The Artisan logo is a trademark of Ja m es Ha rd i e James Hardie Technology Limited. Additional Installation Information,Warranties,and Warnings are available at www.artisanluxury.com ART1104 -P8/8 8/11 2/28/2020 Turf Block Permeable Pavers Tremron Jacksonville Pavers,Retaining Walls,Fire Pits I Atlanta, Miami,Orlando,Tampa Florida Paver Ma... I , _ TREMRON OFFICE COPY = (https://www.tremron.com) W E ' 440 TURF BLOCK • '..y cr 4 `F >. . / r s j y�„,,., o, +� :rid- J`° ±a�¢f� # 44 — 4), ,tit al r- ...• 1; ' — 1 - 9, p ,,,. ...,,-,y. • ,,,A. q poi, n � t I� / '➢Fr,-,t.:y, t0 , f - - 1. - Y )..l 1 SF ,, N.,'„,-ii- y3c�'"' < ep f' ' , '. t;-.. ' ,,,,... .,, ; .,04t. . . 4 ,. . 7.,,. .. 1 ,:y`"� { ,fit<t ro v. • .,r*••1,..,. fid"'? ' c�i:r. . 4, ,` M "°w>. '^�' 'min ,,' J a Mt .V � � r��4. 'fig ii i 1r' • �,,, ,,,,,,„,,,t4,4, F #y �1:,'#)4;•,•,:,•• , e 7 TURF BLOCK PERMEABLE PAVERS Providing a permanent solution to soil erosion problems, Turf Block can be used in a wide variety of applications, from fire routes and parking areas to residential applications such as driveways and patios. Manufactured 3-1/8" thick, Turf Block provides a sturdy pavement for vehicular traffic that is perfect for both residential and commercial uses. PRODUCT SPECS COLORS DATA SHEETS Is there anything I can help you with today? https://www.tremron.com/pavers/turf-block 1/4 2/28/2020 Turf Block Permeable Pavers Tremron Jacksonville Pavers,Retaining Walls, Fire Pits I Atlanta, Miami,Orlando,Tampa Florida Paver Ma... 1 . . • TURF BLOCK PRODUCT CODE: EC04040 THICKNESS: 3-Ya" (80MM) DIMENSIONS: 23-'/,'X15-1/4" SF PER CUBE: 94 CUBE WEIGHT: 2200 LBS PERMEABILITY: 40% TURF BLOCK PHOTOS —fu t. 4,. . ., . . , , , ,, , , . , .,.., I ,_,... .- 2 ,_,..itt..., s „,,,ki.m t„_,I. ...i..-:. 1.,.:3,,,,r_r,„:. _ --. , . , i., r _ ., 4„ f i..,,v N ,4a, , *4' .• `,...,;c„ ri.._. .3,,,,,r.H.'"'.1,,,,,,..,:.'",.,IV!,ts,lik,,.2)i Cft.'4,..'''..t1.4.,_.,r,,,,....X;.-,,,,,,,,"".:.-r:';',{,...;47.''•4.[..'''-'''.1;".: \ . , , , ', ,4' '‘..,4:),.. 4 ,..) I..4' ,, It- F•••"e.,...' - .- ,,,,• •,,.zkzs'al--... i -- ' ' : 1 t- --," A.,-.7"--t '' '* Is there anything I can help you with today? https://www.tremron.com/pavers/turf-block 2/4 tntertek Code Compliance Research Report Total Quality.Assured. CC R R-1063 Issue Date: 06-09-2016 Revision Date: 01-01-2018 Renewal Date: 01-01-2019 DIVISION:07 00 00—THERMAL AND MOISTURE Use in Type I, II, III, IV, and V construction under the IBC PROTECTION and construction under the IRC Section:07 21 00—Thermal Insulation 2.0 STATEMENT OF COMPLIANCE REPORT HOLDER: Demilec USA, Inc. SEALECTION® 500 complies with the Codes listed in Section 3315 E. Division Street 1.1, for the properties stated in Section 1.2, and uses stated Arlington,TX 76011 in Section 1.3, when installed as described in this report, (817) 640-4900 including the Conditions of Use stated in Section 6. www.demilec.com infor@demilec.com 3.0 DESCRIPTION REPORT SUBJECT: SEALECTION®500 Spray-Applied Polyurethane Foam 3.1 Materials: Insulation 3.1.1 SEALECTION® 500: SEALECTION® 500 is a two- 1.0 SCOPE OF EVALUATION component, open-cell, spray-applied foam plastic insulation. The insulation is produced in the field by 1.1 This Research Report addresses compliance with the combining an isocyanate (Component A) with a proprietary following Codes: resin (Component B), resulting in insulation with a nominal 2015, 2012, and 2009 International Building Code®(IBC) density of 0.5 pcf. Both insulation components have a shelf 2015, 2012, and 2009 International Residential Code® life of one year when stored in unopened containers at (IRC) temperatures between 50°F and 100°F before installation. 2015, 2012, and 2009 International Energy Conservation Code®(IECC) 3.1.2 Intumescent Coatings: NOTE: This report references 2015 Code sections with 3.1.2.1 Blazelok'" IB4: Blazelok"" 164, manufactured by [2012 and 2009] Code sections shown in brackets where TPR2 Corporation, is a one-component, water-based liquid they differ. coating with specific gravity of 1.3. Blazelok°" IB4 is supplied in 5-gallon pails and/or 55-gallon drums and has a 1.2 SEALECTION® 500 has been evaluated for the following shelf life of one year when stored in factory sealed properties(see Table 1): containers at temperatures between 45°F and 90°F. Surface-burning characteristics Thermal resistance 3.1.2.2 Andek FiregardTM: Andek Firegard, manufactured Physical properties by Andek Corporation, is a one-component, water-based Air Permeability coating with specific gravity of 1.37. Andek Firegard is Alternatives to thermal barriers supplied in 5-gallon pails and has a shelf life of one year Alternatives to ignition barriers when stored in factory-sealed containers at temperatures between 45°F and 90°F. 1.3 SEALECTION°` 500 hay peen evaluated for the following uses(see Table 1): 3.1.2.3 No-Burn® Plus XD: No-Burn® Plus XD, Use as nonstructural insulation on or in interior and manufactured by No-Burn, Inc., is a translucent aqueous exterior walls,floors, and under roof decks liquid in 1- and 5-gallon pails and 55-gallon drums. The 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 lest intertek.com/building CarolimeAt Intertek PCA-101 Verson: Ap i 2017 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-1063 Page 2 of 7 coating has a shelf life of three years when stored in a requirements in Sections 5.1 through 5.4 apply to all types factory-sealed container at temperatures between 40°F of construction. and 90°F. The insulation must be stored at temperatures between 3.1.2.4 BlazelokT" TBX: BlazelokT" TBX, manufactured by 50°F and 100°F and must not be used in areas that have a TPR2 Corporation, is a one-component, water-based liquid maximum service temperature greater than 180°F. The coating with specific gravity of 1.3. BlazelokT" TBX is foam plastic insulation must not be used in electrical outlet supplied in 5-gallon pails and/or 55-gallon drums and has a or junction boxes, or in contact with rain or water. The shelf life of one year when stored in factory-sealed insulation is not intended for installation to the exterior of containers at temperatures between 45°F and 90°F. below-grade walls or beneath slabs-on-grade. The BlazelokT" TBX complies with AC456 as recognized in ICC-ES substrate must be free of moisture, frost or ice, loose ESR-3997. scales, rust, oil, and grease. The insulation must be protected from the weather during and after application, 3.1.2.5 DC315 Fireproof Paint: DC315, manufactured by unless approved specifically by Demilec USA. International Fireproof Technology, Inc., is a one- component, water-based, liquid coating with a specific 5.2 Application: The insulation is spray-applied on the gravity of 1.3. DC315 is supplied in 5-gallon pails and/or jobsite using spray equipment specified in Demilec USA 55-gallon drums and has a shelf life of one year when published installation instructions. SEALECTION® 500 can stored in unopened factory-sealed containers between be installed in one pass (or lift). Where multiple passes (or 50°F to 80°F. DC315 complies with ICC-ES AC456 as lifts) are required, the cure time between passes is recognized in Intertek CCRR-1076. negligible. 4.0 PERFORMANCE CHARACTERISTICS 5.3 Thermal Barrier: 4.1 Surface-burning Characteristics: When tested in 5.3.1 Application with a Prescriptive Thermal Barrier:The accordance with ASTM E84 at a maximum thickness of insulation must be separated from the interior of the 4 inches, the insulation has a flame-spread index of 25 or building by an approved thermal barrier of 1/2 inch thick less and a smoke-development index of 450 or less. gypsum wallboard or an equivalent 15-minute thermal SEALECTION® 500 can be installed at greater thicknesses as barrier complying with IBC Section 2603.4 or IRC Section described in Sections 5.3 and 5.4.2 of this report. R316.4, as applicable, except where installation is in an attic or crawl space as described in Section 4.4. When the 4.2 Air Permeability: The insulation, at a minimum insulation is separated from the interior living space of the thickness of 3-1/2 inches, is considered air-impermeable building with minimum 1/2 inch thick gypsum board, the insulation in accordance with 2015 IBC Section 1203.3 [not maximum thickness is not limited. Under the 2015 IRC, a applicable in the 2012 and 2009 IBC], or IRC Section R806.5 thermal barrier of minimum 23/32 inch thick wood [2009— R806.41 based on testing in accordance with ASTM structural panel is also permitted and the thickness is not E283 and ASTM E2178. limited. 4.3 Thermal Resistance (R-value): The insulation has 5.3.2 Application without a Prescriptive Thermal Barrier: thermal resistance (R-value), at a mean temperature of SEALECTION® 500 may be installed without the 15-minute 75°F, as shown in Table 2. thermal barrier prescribed in IBC Section 2603.4 and IRC Section R316.4, when installed as described in this section. 5.0 INSTALLATION The insulation may be spray-applied to the underside of roof sheathing or roof rafters, and/or vertical surfaces 5.1 General: SEALECTION® 500 must be installed in provided the assembly conforms to one of the assemblies accordance with the manufacturer's published installation described in Table 3. The coatings identified in Table 3 instructions,the applicable Code, and this Research Report. must be applied over all surfaces and in accordance with A copy of the manufacturer's instructions must be available the coating manufacturer's installation instructions and this on the jobsite during installation. The installation report. Surfaces to be coated must be dry, clean, and free 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/buildingLACS "``R"R'` Intertek PCA-101 Verson:5 Apra 2017 SFT-CCRR-OP-40h Code Compliance Research Report CCRR-1063 Page 3 of 7 of dirt, loose debris, and other substances that could insulation may be spray-applied to the underside of floors interfere with adhesion of the coating. The coating is and/or vertical surfaces, provided the assembly conforms applied with low-pressure airless spray equipment. to one of the assemblies described in Table 4. When an intumescent coating is used, surfaces to be coated must be 5.4 Attics and Crawl Spaces: dry, clean, and free of dirt, loose debris, and any other substances that could interfere with adhesion of the 5.4.1 Application with a Prescriptive Ignition Barrier: coating. The intumescent coating must be applied to all Where SEALECTION® 500 is installed within attics or crawl surfaces in accordance with the respective coating spaces, and where entry is made only for service of utilities, manufacturer's installation instructions. The coating must an ignition barrier must be installed in accordance with IBC be applied when ambient and substrate temperatures are Section 2603.4.1.6, or IRC Sections R316.5.3 and R316.5.4, above of 50°F unless otherwise permitted by the as applicable. The ignition barrier must be consistent with intumescent coating manufacturer's installation the requirements for the type of construction required by instructions. the applicable Code, and must be installed in a manner so that the foam plastic insulation is not exposed. The When installed in accordance with this section, the insulation, as specified in this section, may be installed in insulation may be installed in unvented attics as described unvented attics and unvented enclosed rafter assemblies in in this section in accordance with 2015 IBC Section 1203.3 accordance with 2015 IBC Section 1203.3 or IRC Section or IRC Section R806.5 [2009 — R806.4], when applied at a R806.5 [2009—R806.4]. minimum thickness of 3-1/2 inches. 5.4.2 Application without a Prescriptive Ignition Barrier: 5.4.3 Use on Attic Floors: SEALECTION® 500 insulation SEALECTION® 500 insulation may be installed in attics and may be installed between and over joists in attic floors in crawl spaces without the ignition barrier prescribed in IBC accordance with this section, conditions a. through f. of Section 2603.4.1.6, and IRC Sections R316.5.3 and Section 5.4.2, and Table 4 based on testing in accordance R316.5.4, as described in Section 4.4.2.1, subject to the with AC377 Appendix X. The insulation must be separated following conditions: from the interior of the building by an approved thermal barrier. a. Entry to the attic or crawlspace is only to service utilities and no storage is permitted. 5.4.4 Unvented Attics: Demilec USA has conducted end b. There are no interconnected attic or crawl space areas. use configuration testing (per IBC Section 2603.9 [2603.10] c. Air in the attic is not circulated to other parts of the and IRC Section R316.6) and analysis to qualify the use of building. SEALECTION® 500 insulation without a prescriptive ignition d. Attic ventilation is provided when required by IBC barrier or intumescent coating in unvented attics Section 1203.2 or IRC Section R806.1, as applicable, conforming with 2015 IBC Section 1203.3 or IRC Section except when insulation is permitted in unvented attics R806.5 [2009 — R806.41. (Note that unvented attics were in accordance with 2015 IBC Section 1203.3 [not not addressed in the 2012 and earlier versions of the IBC.) applicable under the 2012 or 2009 IBC], or IRC Section The testing and analysis is described in Priest & Associates R806.5 [2009—R806.4]. EEV 10362b, dated April 18, 2016. The conclusions of that e. Under-floor (crawl space) ventilation is provided in evaluation (and associated Engineering Letters) are as accordance with IBC Section 1203.5 [1203.3] or IRC follows: When SEALECTION® 500 is applied in unvented Section R408.1, as applicable. attics conforming to IBC Section 1203.3 or IRC Section f. Combustion air is provided in accordance with R806.5 [2009 — R806.4] the insulation may be applied to International Mechanical Code® Section 701 [Sections the underside of roof sheathing and/or rafters, and to 701 and 703]. vertical surfaces to a minimum thickness of 3 inches. Maximum thickness on the underside of roof sheathing or In attics, the insulation may be spray applied to the on vertical wall surfaces is 13 inches. The insulation may underside of roof sheathing or roof rafters, and/or vertical be left exposed to the attic without a prescriptive ignition surfaces, provided the assembly conforms to one of the barrier or an intumescent coating. The attic must have assemblies described in Table 4. In crawl spaces, the attic access complying with IRC Section R807, horizontally •545 E. Algonquin Road • Arlington Heights • Illinois • 60005 IAS intertek.com/building Intertek PCA-101 Verson:6 Apr 2017 SFT-CCRR-Op-410h Code Compliance Research Report CCRR-1063 Page 4 of 7 placed in the attic floor and opening outward toward the 6.7 When SEALECTION® 500 insulation is installed under living space. For items penetrating,the roof deck or walls, the conditions of Section 5.4.4 of this report, the following such as skylight wells or vents, the penetrating item must conditions apply: be covered with a minimum of 3 inches of SEALECTION® 500 insulation. 6.7.1 Since the performance of SEALECTION® 500, when installed in unvented attics without a Code-prescribed 5.5 Exterior Walls in Type I, II, III,and IV Construction: ignition barrier or an intumescent coating, is based on fire performance of an unvented attic, the installation must be 5.5.1 When used in or on exterior walls of Types I, II, Ill, or approved by the Code official. The installation must IV construction,the assembly must comply with IBC Section conform with the provisions of Section 5.4.4 and 2603.5 and this section. Intertek Design Listing DUL/FI 30- Conditions a. through c. and Condition f. of Section 5.4.2. 05 describes the assembly tested and certified by Intertek A copy of the Priest & Associates Engineering Evaluation as complying with NFPA 285. The potential heat of the (referenced in Sections 5.4.4 and 7.3) must be provided to SEALECTION® 500 insulation is 497 Btu/ft2 per inch of the Code official upon request. insulation thickness with a maximum permitted thickness, in any part of the wall,of 3-5/8 inches. 6.7.2 Signage shall be permanently affixed in the attic and shall be visible from all entry points into the attic. The sign 5.5.2 Details of exterior wall coverings and fenestration shall state "Caution, this is an unvented attic by design. No details must be provided to the building official along with modification may be made to this unvented condition. The an engineering analysis demonstrating that the addition of attic shall not be vented. Holes into the unvented attic the wall covering and fenestration details will not shall be immediately repaired and sealed. Penetrations of negatively impact conformance of the assembly with the the ceiling or wall membrane between the unvented attic requirements of IBC Section 2603.5. and living space, other than the horizontal access hatch, must be protected in an approved manner. This unvented 6.0 CONDITIONS OF USE attic shall not be used for storage. See Intertek Code Compliance Research Report CCRR-1063 on the Intertek 6.1 Installation must comply with this Research Report, website." the manufacturer's published installation instructions, and the applicable Code. In the event of a conflict, this report 6.8 Use of the insulation in fire-resistance-rated governs. construction is outside the scope of this report. 6.2 The insulation must be separated from the interior of 6.9 Use of the insulation in areas where the probability of the building by an approved 15-minute thermal barrier, as termite infestation is "very heavy" must be in accordance described in Section 5.3, or by an approved ignition barrier, with IBC Section 2603.8 [2012 - 2603.9, 2009 - 2603.8] or as described in Section 5.4. IRC Section R318.4,as applicable. 6.3 The insulation thickness must not exceed that noted in 6.10 Jobsite certification and labeling of the insulation Sections 3.1, 5.3, 5.4, and 5.5. must comply with IRC Section N1101.10 [2012 - N1101.1, 2009-N1101.4] and IECC Section C303.1 or R303.1 [2009— 6.4 The insulation must be protected from the weather 303.1],as applicable. during and after application as specified in the manufacturer's instructions. 6.11 The insulation components are produced in Arlington, Texas, under a quality control program with inspections by 6.5 A vapor barrier must be installed when required by the Intertek Testing Services NA, Inc. (AA 647). applicable Code. 6.6 The insulation must be applied by contractors 7.0 SUPPORTING EVIDENCE approved by Demilec USA. 7.1 Reports of tests in accordance with ASTM C518, ASTM E283,ASTM E2178, NFPA 285, NFPA 259, and ASTM E84. 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 ras intertek.com/building Intertek PCA-101 Version.6 Ap'a 2017 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-1063 Page 5 of 7 7.2 Data in accordance with the ICC-ES Acceptance Criteria 9.0 OTHER CODES for Spray-applied Foam Plastic Insulation (AC377), dated April 2016; including reports of tests in accordance with This section is not applicable. Appendix X. 10.0 CODE COMPLIANCE RESEARCH REPORT USE 7.3 Research Reports for evaluation of data in accordance with ICC-ES Acceptance Criteria for Fire-protective Coatings 10.1 Approval of building products and/or materials can Applied to Spray-applied Foam Plastic Insulation Installed only be granted by a building official having legal authority without a Code-prescribed Thermal. Barrier (AC456), dated in the specific jurisdiction where approval is sought. October 2015 10.2 Code Compliance Research Reports shall not be used 7.4 Priest & Associates Engineering Evaluation, Project in any manner that implies an endorsement of the product 10362b, dated April 18, 2016. by Intertek. 7.5 Intertek Listing Report 11SEALECTION® 50011, on the 10.3 Reference to the https://bpdirectory.intertek.com is Intertek Directory of Building Products. recommended to ascertain the current version and status of this report. 8.0 IDENTIFICATION The SEALECTION® 500 is identified with the manufacturer's name (Demilec USA), address and telephone number, the product name (SEALECTION® 500), the product type (A or B component), the mixing instructions, the flame-spread and smoke-developed indices, date of manufacture, the Intertek Mark as shown below, and the Code Compliance Research Report number(CCRR-1063). CODE COMPLIANCE ® . Intertek CCRR-#### This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and eta Gllcnt. Intortok's r sraonsibIlicy and li.,bihty.arc limited to the torms and conditions of Aho agreement. Intertek assn mos no Iia bility to ani.Party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. •^545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building Intertek PcA.1 Q1 Version:6 April 2017 SFT-CCRR-OP-40b Code Compliance Research Report CCRR-1063 Page 6 of 7 TABLE 1-PROPERTIES EVALUATED PROPERTY 2015 IBC 2015 IRC 2015 IECC SECTION1 SECTION SECTION Physical Properties Not required Not required Not required Surface burning 2603.3 R316.3 Not applicable Characteristics Thermal Barrier/Ignition 2603.4 R316.4 Not applicable Barrier C303.1.1 N1101.10 C303.1.4 Thermal Resistance 1203.3 [1301] N1102 R303.1.4 [N1102.12, R303.1.4 N1101.1] [303.3.3 and 3.3.1.2] Section numbers may be different for earlier versions of the International Codes. TABLE 2—SEALECTION®500 THERMAL RESISTANCE(R-values)1'2'3 THICKNESS(inches) R-VALUE(`F.ft2.h/Btu) 1 3.8 3.5 13 4 15 5 19 5.5 21 6 23 7 27 7.25 28 8 30 9 34 9.25 35 10 38 11 42 11.25 43 12 46 13 49 14 53 15 57 R-values are calculated based on tested k-factors at multiple thicknesses. 2 R-values less than 10 are rounded to the nearest 1/10`h;greater than 10 are rounded to the nearest whole number. 3 To determine R-values for thicknesses not listed: between 1 inch and 4 inch can be determined through linear interpolation or greater than 4 inches can be calculated based on R=3.8/inch. 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building Intertek PCA-101 Version:6 April 2017 SFT-CCRR-OP-40b . te Code Compliance Research Report CCRR-1063 Page 7 of 7 TABLE 3—ASSEMBLIES WITHOUT A PRESCRIPTIVE THERMAL BARRER Fire Protective Coating Maximum Maximum (Applied to all Foam Surfaces) Coating Insulation Insulation Minimum Thickness(mils) Method Thickness(in.) Thickness(in.) Minimum Dry film Wet film Vertical Surfaces Ceiling Surfaces (dft) (wft) Application Rate Blazelok TBX 7.5 11.5 11 17 1.11 gal/100 ft2 NFPA 286 DC315 7.5 11.5 12 18 1.12 gal/100 ft2 NFPA 286 For SI: 1 inch=25.4 mm; 1 mil=0.0254 mm; 1 gallon=3.38 L; 1 ft2 =0.93 m2 TABLE 4—ASSEMBLIES WITHOUT A PRESCRIPTIVE IGNITION BARRER Maximum Maximum Fire Protective Coating Insulation (Applied to all Foam Surfaces) Insulation Thickness(in.) Minimum Thickness Coating Thickness(in.) Method Underside of Roof (mils) Minimum Wall Cavities Sheathing/Rafters Dry film Wet film Application Rate and Attic Floors and Floors (dft) (wft) Blazelok 1B4 9.25 11.25 5 9 0.57 gal/100 ft2 Appendix X Andek Firegard 9.5 11.25 10 20 1.00 gal/100 ft2 Appendix X No-Burn Plus z XD 9.5 11.25 6 10 0.6 gal/ 100 ft Appendix X DC315 7.25 11.25 3 4 0.3 gal/100 ft2 Appendix X For SI: 1 inch=25.4 mm; 1 mil=0.0254 mm; 1 gallon=3.38 L; 1 ft2 =0.93 m2 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building Ci ACCREDITED' lntertek PCA-101 Version:6 April 2017 SFT-CCRR-OP-401) fai.c Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY MiTek RE: J190546G-R - Frisch Garage MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: McAneny Builders Project Name: . Model: . Lot/Block: . Subdivision: . Address: 1725 Beach Ave, . City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one, for the building. Name: Luis A. Pontigo License #: 53311 Address: 4745 Sutton Park Court#204, . City: Jacksonville State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20171TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 3 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T18551802 A01 11I4/4. _ —.- -----.-_- 2 3 T18551804 B01 11/4/119 ;t�,,,$„r ;�ontlgo & Associates, Inc. 1 Consulting Structural Engineers `' fes?EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED a L JECi-D -SEE REMARKS 0 REVISE & RESUBMIT Review is for the limited purpose of check,ng for conformance with me design concept and the rnfor'nation expressed in the contract documents. No approval is impi.ed for the accuracy or completeness of details. quantities. dimensions, weights or gauges, fabrication processes, construction means or methods, coordination of the work with other trades or construction safety precautions, all of which are the sole responsibility of the Contractor. The Contractor is responsible for dimensions to be confirmed and correlated at the site. Review of a specific item shall not include a review of the entire assembly of which the item is o component. Review of re-submission will cover only designated changes on the submittal and other changes clearly identified by the Contractor. l 4; �' The truss drawing(s) referenced above h ve been p epared by MiTek USA, Inc. l�a ♦ i • under my direct supervision based on th p f meteLP Date. ,; Job ' • Truss Truss Type Qty Ply Frisch Garage T18551802 J190546G-R A01 Roof Special 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Mon Nov 4 05:47:20 2019 Page 1 ID:36sHXS45PyrimpfV7VG1 VJyQG3X-QuWgWThNl8bTDHye98Tc2HYN_kip_3kg2InvzfyMfGr 4-2-6 8-1-3 9-11-8 11-9-13 15-8-10 19-11-0 4-2-6 I 3-10-14 l 1-10-5 { 1-10-5 3-10-14 I 4-2-6 4x7 II Scale=1:57.2 5 1.5x4 II \ 1.5x4. II il 6 10.00 12 23 111•42 . 3z5�i• 9x6��3 12 1" /r 5x8= �_ \ 22 N + 25 i I� 3x4 i 3x4�� N 2 8 g' 13 10 1' �f, 1.5x4 II 1.5x4 II ` `9 q ij� 8.00 12 `- lap .8x8 ._. d 8x8 4-2-6 8-1-3 11-9-13 15-8-10 19-11-0 4-2-6 I 3-10-14 I 3-8-10 l 3-10-14 I 4-2-6 Plate Offsets(XX)-- [1:0-3-14,0-2-7],[9:0-2-5,0-4-13],[11:0-5-8,0-2-8],[12:0-5-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.24 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.44 11-12 >543 180 BCLL 0.0 • Rep Stress Incr YES WB 0.38 Horz(CT) 0.61 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:112 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E*Except* BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. 11-12:2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-2-0-0,Right 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=737/0-5-8,9=737/0-5-8 Max Horz 1=-297(LC 10) Max Uplift 1=-343(LC 12),9=-343(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-2483/1061,3-4=-2556/783,4-5=-2638/1015,5-6=-2476/1015,6-7=-2402/783, 7-9=-2433/1061 BOT CHORD 1-13=-795/2342,12-13=-829/2457,11-12=-122/1187,10-11=-829/2096,9-10=-795/1990 WEBS 7-11=-287/413,5-11=-734/1754,6-11=-380/328,5-12=-734/1983,4-12=-380/328, 3-12=-244/377 NOTES- 1)Unbalanced roof live loads have been considered for this design. ``%%11I I I I II,. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat. `�� cS A. iti II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-11-8,Exterior(2)9-11-8 to �%%•%(_‘.‘4%. % o'P• -. 6,...:,,,,,,,, 12-11-8,Interior(1)12-11-8 to 19-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members ;. ,•'�t✓•E•N S' 9 �� and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •• V F•'•2/ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 39380 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)1,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9 • 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) ',�•�'a;-/: •LL/ 1=343,9=343. . 0 • e;-•••1�' 44/Z Thomas A.Albani PE No.39380 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 4,2019 0 WARNING-Vestry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.1603/2015 BEFORE USE. -- Design valid for use only with MiTektS connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mitek_ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSVTPI1 Quallly Criteria,DSB-$9 and SCSI Budding Cam:mann 6904 Parke East Blvd. Safety k IormafIanavailabie from Truss Rate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job ' t Truss Truss Type Qty Ply Frisch Garage 118551803 J190546G-R A02 Roof Special 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Mon Nov 4 05:47:21 2019 Page 1 ID:36sHXS45PyrimpfV7VG1 VJyQG3X-u44Djoi?3SjKgRXrjs_raV4Yk822j W_zHyXSW 5yMfGq 4-2-6 { 8-1-3 19.11-8_i_11-9-13 I 15-8-10 I 19-11-0 4-2-6 3-10-14 1-10-5 1-10-5 3-10-14 4-2-6 4x7 II Scale=1:57.2 5 1.5x4 II �� I iiie 4 10.00 12 23 iiiiiiiiikk1/4,61.5x4 4734 2 117.. 5x8= 5x8= � III253x4 i • 3%4\\ N 8 v, 10 �{ 11.5x4 II �` 9 i � `; o of I� •8x8/ 8x8 4-2-6 8-1-3 11-9-13 15-8-10 19-11-0 4-2-6 I 3-10-14 i 3-8-10 I 3-10-14 I 4-2-6 Plate Offsets(X,Y)-- [1:0-3-14,0-2-7],[9:0-2-5,0-4-13],[11:0-5-8,0-2-8],[12:0-5-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.24 11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.44 11-12 >543 180 BCLL 0.0 * Rep Stress lncr YES WB 0.38 Horz(CT) 0.61 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:112 lb FT=20% • LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins. BOT CHORD 2x4 SP 2250F 1.9E*Except* BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. 11-12:2x4 SP No.2 WEBS 2x4 SP No.2 SLIDER Left 2x4 SP No.2-H 2-0-0,Right 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=737/0-5-8,9=737/0-5-8 MaxHorz 1=297(LC 11) Max Uplift 1=-343(LC 12),9=-343(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-2483/1061,3-4=-2556/783,4-5=-2638/1015,5-6=-2476/1015,6-7=-2402/783, 7-9=-2433/1061 BOT CHORD 1-13=-795/2342,12-13=-829/2457,11-12=-122/1187,10-11=-829/2096,9-10=-795/1990 WEBS 5-11=-734/1754,6-11=-380/328,7-11=-287/413,5-12=-734/1983,4-12=-380/328, 3-12=-244/377 NOTES- 1)Unbalanced roof live loads have been considered for this design. ``%tt till t 1 f iii 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. A. S A. /4,,,,,,, II;Exp D;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 9-11-8,Exterior(2)9-11-8 to ,o, O�P. ;9 � 12-11-8,Interior(1)12-11-8 to 19-11-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members •% s.e • G•E•N '9,L i and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 •••V\ sF•••• ' • 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • No 39380 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s)1,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify - capacity of bearing surface. d: �• , 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •• ',i•, /-: ; ,-(/ 1=343,9=343. i 0 • A-� 4C/ °i �•.••. O R \�• • \ .% • Thomas A.Albani PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 4,2019 � I la A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M5-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with Mitek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPII Quality Cr t.do,D311.19 and ICS Belding Component 6904 Parke East Blvd. Softy InIonnallonavallable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job ` a Truss Truss Type Qty Ply Frisch Garage T18551804 J190546G-R B01 Roof Special 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Mon Nov 4 05:47:22 2019 Page 1 ID:36sHXS45PyrimpfV7VG1 VJyQG3X-MHebx8jegmrBSb51 HZV47idjwYKIS?Z7WcGO2XyMfGp 4-6-4 8-6-6 9-11-8 11-4-10 15-4-12 19-11-0 4-6-4 j 4-0-2 I 1-5-2 1-5-2 4-0-2 4-6-4 Scale=1:36.2 3x4= 10.00 12 4 6x81 II 5 6x8 3 6.00 12 4. 2 6 L1 0 17 16 9 8 0 1.5x4 II 1.5x4 II n'`, 1 4x10= 4x10= 7 - o or _ _ Io 1 4-6-4 j 8-6-6 j 11-4-10 I 15-4-12 i 19-11-0 4-6-4 4-0-2 2-10-4 4-0-2 4-6-4 Plate Offsets(X,Y)-- [2:0-5-0,0-1-10],[3:0-2-12,0-3-0],[4:0-2-0,Edge[,[5:0-2-12,0-3-0],[6:0-5-0,0-1-10] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.41 9-12 >565 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.68 9-12 >345 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.23 Horz(CT) 0.62 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:92 lb FT=20% LUMBER- BRACING- TOP CHORD 2x8 SP DSS*Except* TOP CHORD Structural wood sheathing directly applied or 4-4-1 oc purlins. 3-4,4-5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-2-9 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=739/0-5-8,7=733/0-5-8 Max Horz 1=-163(LC 10) Max Uplift 1=-329(LC 12),7=-331(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-363/219,2-3=-1540!768,5-6=-1543/762,6-7=-313/225 BOT CHORD 2-9=-600/1541,8-9=-601/1549,6-8=-599/1541 WEBS 3-5=-1579/858 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 9-11-8,Exterior(2) 9-11-8 to 11-4-10,Interior(1)11-4-10 to 19-8-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for ``t%%h I l i t 1 igl� members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �tS A. �/i 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `s- w..........A&6 /ice 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,s% NZ`••�CEN,••.'92/i� will fit between the bottom chord and any other members. • •• �r F •• / 5)Bearing at joint(s)1,7 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify . • No 39380 capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=329,7=331. � • �� ,.•• � •• 0RIO• • ♦ �• "Hsi litit-t Thomas A.Alban)PE No.39380 MITek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: November 4,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 5111-7473 rev.10/03/2015 BEFORE USE. iimi Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI71PI1 Quailly Cited].OSI-I9 and ICSI Bolding Component 6904 Parke East Blvd. Safety WormaIon vailable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION s " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property *. /" offsets are indicated. I I (Drawings not to scale) Damage or Personal Injury raErDimensions are in ft-in-sixteenths. InkApply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required, See BCSI. TOP CHORDS �/ 2. Truss bracing must be designed by an engineer.For 0' 1e wide truss spacing,individual lateral braces themselves EILL\111w EB4mayrequire bracing,or alternative Tor I 0bracingshouldbeconsidered.c3. Neverexceedthe design loadingshownand never �-� So: stack materials on inadequately braced trusses. U d 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8 c6a cs-a designer,erection supervisor,property owner and plates 0-1 6'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorlates. THE LEFT. P 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. 'Plate location details available in MTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that �i�� Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the specified. truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 ff.spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 Mitek®All Rights Reserved approval of an engineer. *in � reaction section indicates joint MINIM number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. MINIM m 18.Use of green or treated lumber may pose unacceptable INSTill environmental,health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. R is not sufficient. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling. I\1.Te ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 , All claims for error or defective denied. LOADING CRITERIA 1 Type Roof Floor Top Chord Live Load 20 40 Top Chord Dead Load 7 10 1 Bottom Chord Uve Load 0 0 Bottom Chord Dead Load 10 5 Total Load 37 55 Duration Factor 1.25 1.00 l Building Code PBC 2017 RES Wind Standard ASCE 7-10 Wind Speed 130 MPH —Wind Usage RES.CAT II Building Exposure D Building Type Closed . Wall Height Legend //// = 6' Orr = 9' 0 -3/4" = N/A 0 x00000000000.71 7O0000000 O000O00000000 = N/A -n -,nnnnnnnnnnn = N/A C7 m = N/A C ) 0 -v Engineer of Record: • Luis A. Pontigo-FL PE#53311 4745 Sutton Park Court#204 Jacksonville, FL 32224 This Is a Truss Placement Plan Only Trusses have been designed based on the °'117°" drawings provided to MBS by the Builder. 5" Please refer to the truss engineering for any ' information not listed on this page 1/ Please refer to the BCSI -Summary Sheets 12 for proper bracing of trusses during erection 10r ' Manning Building b1 ...4/7.# 1111 Supplies, Inc. 11155 Philips Parkway Dr E 1:3 Phone:(904)268-8225 Fax:(904)260-2981 1 OM rn AXL:_ _ _. Ui7P COM s� • Job# J190546G 1' 4" ht ' Customer. McAneny Builders bf r 711nr Project: Frisch Garage " Lot/Sub: AO Address 1725 Beach Ave City,State: Atlantic Beach,FL Scale: N.T.S. Date: 10/312019 FLORIDA PRODUCT APPROVAL CODES: NABOARD 6527.5 Designer: John Knight OFFICE COPY Builder: Job Info: McAneny Builders Job: J190546G-R 650 Park Street Jacksonville Florida 32204 File# (904)219-3001 ilirilli Sales: Jason Brackin Design: John Knight Page 1 of 1 Job: Report Date: Frisch Garage Manning Building Supplies Rep. Date: 11/1/2019 1725 Beach Ave 11155 PhillipsParkwayDr. E Atlantic Beach FL 32233 Jacksonville, FL 32256 (904) 268-8225 * (904) 260-2981 Cover Sheet Roof Trusses QTY (Shipping) Base Sean OVERHANG CANTILEVER STUB PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 10/12 1 A01 8/12 8-11-09 19-11-00 2 x 4 - - - 10/12 3 A02 8/12 8-11-09 19-11-00 2 x 4 - - - - (5-10-13) 14 B01 6/12 3-10-07 19-11-00 2 x 4 - 18 8-11-09 358.50 Lou Pontigo & Associates, _Inc. Consulting Structural Engineers NO EXCEPTION TAKEN ❑ MAKE CORRECTIO NOTED J CTED SEE REMARKS ❑ REVISE & RESUBMIT -eview is for the limited purpose of checking for conformance with the design concept and the information expressed in the contract documents. No applovat is implied for the accuracy or ' completeness of details, quantities, dimensions, weights or c ruges, fabrication processes,construction means or methods, Coordination of the work with other trades or construction safely 2 piecoutions,all of which are the sole responsibility of the Ci-,htractor.The Contractor is responsible for dimensions to be c /ntirmed and correlated at the site. Review of a specific item I s le.1 not include a review of the entire assembly of which the item Is a component. Review of re-submission will cover only 1 dash;slated changes on the submittal and other changes clearly idc-nti;: odd by the Contractor.A----- rarJ )3y: !T Dale: 1- ----a-- -k 11/1/2019 11/1/2019 11:19:51 AM John Knighl-JK8430 1 of 1