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Home My WebLink AboutEnvelope Compliance Certificate�( COMcheck Software Version 4.1.1.0 Envelope Compliance Certificate Project Information GCMC Energy Code: 2017 Florida Building Code, Energy Conservation Project Title: FSS-7246 FL BUSINESS Location: Miami, Florida Feb 05, 2019 Climate Zone: 1 a Project Type: New Construction APPROVED Vertical Glazing / Wall Area: 8% 7�.1cka.mGA. 11e 9 Construction Site: Owner/Agent: Designer/Contractor. FIRST STRING SPACE INC JAMES BRADLEY P.E. 892 EAST RAILROAD AVE. 799 HALLECK CANYON RD. PEARSON, GA 31642 WHEAT D Additional Efficiency Package(s) On -site Renewable Energy N VV 2 2 2019 Building Area Floor Area ST. Lucie County, Perr 1-Office: Nonresidential 654 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Facton.r Perimeter Roof 1: Attic Roof with Wood Joists, [Bldg. Use 1 - Office] 654 30.0 0.0 0.034 0.027 Floor 1: Woad -Framed, [Bldg. Use 1 - Office] 654 19.0 0.0 0.051 0.066 SOUTH Exterior Wall 1: Wood -Framed, 16" o.c., [Bldg. Use 1 - Office] 1083 13.0 0.0 0.089 0.064 Window 1: Metal Frame with Thermal Break:Operable, Pert. Specs.: 81 — — 0.450 0.650 Product ID WA, SHGC 0.25, [Bldg. Use 1 - Office] (b) Door 1: Insulated Metal, Swinging, [Bldg. Use 1 - Office] 40 — — 0.292 0.610 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. !Envelope PASSES: Design 6% beffer than code Envelope Compliance Statement "`��tau9lttmnnryp//// Compliance Statement: The proposed envelope design represented in this document is consistent will il3n specifications, and other calculations submitted with this permit application. The proposed enveloptj�g� designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck� n•4Y.`r�Alltd•c�(fi with any applicable mandatory requirements listed in the Inspection Checklist. � :' D«usisnm r NO. 16685 James E. Bradley, P.E. e NateonTMng Engineer - Sole Proprietorship Signature 799 Halleck Canyon Road 45eeDE13831A8460... . STATE OF c Wheatland, WY 82201 2/5/2019 Project Title: FSS-7246 FL BUSINESS Report date: 02/05/19 Data filename: Untitled.cck Page 1 of 20 C✓ COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: Additional Efficiency Package(s) On -site Renewable Energy Mechanical Systems List Quantity System Type & Description 2017 Florida Building Code, Energy Conservation FSS-7246 FL BUSINESS Miami, Florida la New Construction Owner/Agent: FIRST STRING SPACE INC 892 EAST RAILROAD AVE. PEARSON, GA 31642 GCMG 0 2 Feb 05, 2019 APPROVED Designer/Contractor. JAMES BRADLEY P.E. 799 HALLECK CANYON RD. WHEATLAND, WY 82201 1 HVAC System 1 (Single Zone): Heating: 1 each - Other, Electric, Capacity = 36000 kBtulh No minimum efficiency requirement applies Cooling: 1 each - Other, Capacity = 36000 kBtulh, Air -Cooled Condenser, No Economizer, Economizer exception: Low Operating Hours D« Slgnm by minimum efficiency requirement applies E �i 74 ystem: None 459aDEa633A9480... Mechanical Compliance Statement Compliance Statement., The proposed mechanical design represented in this document Is consistent specifications, and other calculations submitted with this permit application. The proposed mechanic designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck V1 with any applicable mandatory requirements listed in the Inspection Checklist. _D s James E. Bradley, P.E. Name( 07MOlting Engineer -Sole Proprietorship 799 Halleck Canyon Road Wheatland, WY 82201 2/5/2019 Project Title: FSS-7246 FL BUSINESS Data filename: Untitled.cck E• 4:'1.1.0 and to compI n No. 16695 480 STATE OF Q c�ORtO!•'��4� ONALE �o Report date: 02/05/19 Page 4 of 20 COMcheck Software Version 4.1.1.0 Exterior Lighting Compliance Certificate Project Information Energy Code: Project Title: Project Type: Exterior Lighting Zone Construction Site: Allowed Exterior Lighting Power A Area/Surface Category 'GCMC 0 2017 Florida Building Code, Energy Conservation A"A FSS-7240 FL BUSINESS Feb 05, 2019 New Construction 2 (Neighborhood business district) APPROVED Owner/Agent: FIRST STRING SPACE INC 892 EAST RAILROAD AVE. PEARSON, GA 31642 B Quantity W-aa¢-1�.4. 10 . Designer/Contractor: JAMES BRADLEY P.E. 799 HALLECK CANYON RD. WHEATLAND, WY 82201 C I D E Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) Main entry 3 ft of door 20 Yes 60 Other door (not main entry) 3 it of door 20 Yes 60 Total Tradable Watts (a) = 120 Total Allowed Watts = 120 Total Allowed Supplemental Watts (b) = 600 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 600 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Main entry (3 ft of door widtth): Tradable Wattage Incandescent 1: Incandescent 60W: 60 60 Other door (not main entry) (3 ft of door width)? Tradable Wattage Incandescent 2: Incandescent 60W: 1 1 60 60 Total Tradable Proposed Watts = 120 Exterior Lighting PASSES: Design 83% better than code Exterior Lighting Compliance Statement ,,,,,,,,,,,,,,,,•_ Compliance Statement The proposed exterior lighting design represented in this document is con specifications, and other calculations submitted with this permit application. The proposed exterior designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck with any applicable mandatory requirements listed in the Inspection Checklist. James E. Bradley, P.E. NameccT t tilting Engineer - Sole Proprietorship 799 Halleck Canyon Road Wheatland, WY 82201 Project Title: FSS-7246 FL BUSINESS Data fllename: Untltled,cck No.16695 i rc to aeo._ STATE OF :•@ v 90 c4OR1OP• NAL 2/5/2019 Report date: 02/05/19 Page 3 of 20 COMcheck Software Version 4.1.1.0 Interior Lighting Compliance Certificate Project Information GCMC Energy Code: 2017 Florida Building Code, Energy Conservation Project Title: FSS-7246 FL BUSINESS Feb 05, 2019 Project Type: New Construction Construction Site: Additional Efficiency Package(s) On -site Renewable Energy Allowed Interior Lighting Power Owner/Agent: FIRST STRING SPACE INC 892 EAST RAILROAD AVE. PEARSON, GA 31642 A Area Category APPROVED .� �. Designer/Contractor: JAMES BRADLEY P.E. 799 HALLECK CANYON RD. WHEATLAND, WY 82201 B C D Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1Office 654 0.82 536 Total Allowed Watts = 536 Proposed Interior Lighting Power A B C D E Fixture ID: Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. ]-Ciffire Linear Fluorescent 1: 48" T8 25W (Super T8): Electronic: 2 9 44 396 Incandescent 1: Incandescent 60W: 1 1 60 60 Total Proposed Watts = 456 Interior Lighting Compliance Statement Compliance Statement: The proposed Interior lighting design represented in this document is cons specifications, and other calculations submitted with this permit application. The proposed interior designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck with any applicable mandatory requirements listed In the Inspection Checklist. James E. Bradley. P.E. Namt-o} tWIting Engineer - Sole Proprietorship 799 Halleck Canyon Road Wheatland, WY 82201 NO. 18995 7[. rte 1 480... 7t� 9'• STATE OF ' T A YJ ORI NALLEN�'\�� 2/5/2019 Project Title: FSS-7246 FL BUSINESS Report date: 02/05/19 Data filename: Untitled.cck Page 2 of 20 Job t Truss I Truss Type Gly Ply First String Space 316 GA 91: P1184505 KINGPOST 1 1 Ref. #3164614 Universal Forest Products Inc., Grand Rapids, MI 49525, Weston Gorby 8.130 a Dec 12 2017 MiTek Industries, Inc. Mon Mar 1210:43:59 2018 Page 1 of 1 Copyright Q201 8 Universal Forest Products, Inc. All Rights Reserved ' 2-10-0 ' 3-M 3-0-8 2-1 0-0 0.88 12 S1 10 3.4 = 2z3 II 2 3x4 II 3 3x4 II ad1 II T1 Tl 6 q W1 W2 vW .. 10X20Duct-. - --10x20 Duct ___ .. 10x20 DUG W2 N— qq Ra W1 e 5x5 = to 1X.1 II -High Wind Speed Truss" 1z3 II 12 5z5 = g Exercise caution to ensure allfield connections and supports are properly specified by a design professional to transmit the required forces 6 2-10-0 1 6-1-0 2-10-0 ' 11-9-0 (11-0-0 to 11-9-0) Plate Offsets — 2:0-1-12 0-1-0 4:0-1-12 0-1-0 6:0-2-8 0-2-12 9:0-2-8 0-2-12 SPACING-:2-0-0 SPACING-: 14-0 SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP LOADING (psf) LOADING (psf) Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.05 7-8 >999 240 MT20 2441190 TCLL 30.0 TCLL 45.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.08 7-8 >999 180 TCDL 15.0 TCDL 22.5 Rep Stress Incr YES WB 0.19 Horz(CT) 0.02 6 Na n/a BCLL 0.0 ' BCLL 0.0 ' Code FBC2017rrPi2014 Matrix-R Weight: 50 lb BCDL 10.0 BCDL 15.0 FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-14 oc BOT CHORD 2x4 SP No.2 puffins, except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6A-0 oc bracing. REACTIONS. (lb/size) 9=63010-3-8 (min. 0-1-8), 6=630/0-3-8 (min. 0-1.8) Max Horz 9=121(LC 6) Max Uplift 9=-428(LC 5), 6=-428(LC 6) 'GCMG 6 1 FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=31/99, 2-3=985/1045, 3.4=985/1045, 4-5=-01/99, 1-9=72/96, 5-6=72/96 Feb 05, 2019 BOT CHORD 9-10=871/971, 8-10=871/971. 8-11=871/971, 7-11=871/971, 7-12=871/971, 6-12=871/971 WEBS 2-8=0/208, 4-7=0/208, 2-9=1087/1052, 4-6=108711052 APPROVED NOTES- 1) This truss has been checked for uniform roof five load only, except as noted. 2) Wind: ASCE 7-10; Vult=181 mph (3-second gust) Vasd=140mph @241n o.c.; HVHZ; TCDL=6.Opsf; BCDL=4.Opsf; E-signed by Kevin Freeman (Alt. 180mph @16in o.c.; TCDL=9.Opsf; BCDL=6.Opsf); h=30ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; end vertical left and right exposed;C-C for members and `111111111111 & s or reactionsshown:0.0 Mete grip DOL=1.60 %��\N F R EFL �� 3) This trusforces has been designed for a psf bottom chord load nonconcu ent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3$0 ��` XLl: '� G E N 8 -•. 92 �i� tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 428 lb uplift at joint 9 N o 56254 •: and 428 lb uplift at joint 6. * :� 6) When adjusting the variable span dimension, adjust the post placement dimensions proportional to the change in = span. — 7) Based on: P1184504 8) Revision: Updated code l(/ A11 ;,,\�,,` The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document]sgi0111 net necessarily the cement state building cads. The engineering seal is not an approval to use in a specific state. Thermal determination on whether 311212018 a buss design is acceptable under the locally adopted building code rest with the building official ordesignaled appointee. ®WARNING - Verify design parameters and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE PHONE (616)-364 6161 FAX (616)-365-0060 GRAND RAPIDS. MI 49525 Toss shall not be odor mroafiad without approval ofthetruss design engineer. This component has only been designed forthe loads noted on Otis drawing, construction and lifting forces have nolbeen considered The builder is responsible forrtltlngmethodsandsystemdesign. Sulderresponsaiitles are defined underTPll. This design is based only upon parameters slaws, and is for an individual building componenito be Installed and loaded veNrally. Applicability otdesgn parameters and properinceryorabon of component is responsibility of balding designer -not sees designer. Bracing shaven is forlatend support Mindividualweb members only. Adddonal temporary bracirg be Insure slabiliy during construction Is the rasponsibilty ofthe erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Forgeneral guidonce regarding %W661166, "WORM. w4fly, Bills nQFA tiffle Q,MU11=1I=dfi10m Ihg wood T1108 C0111101 GIAMR100 and Tense Plata Instllule Rewmerandatlon available KB611A�A,§108€616f@fi§e6N,Madi§66,Vr1§lit® di1§u@ygIIMAiNk®up&II961�18teeWplpg