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Untitled (4)RAFAEL E. DROZ-SEDA P.E. 9130 CRESCCENTE DR MIRAMAR, FL33025 Lic. #39228 Tel (954) 431-8134 f + Ai }, �T Pik WIND . ' , FOR A/C COMPRESSOR UNIT PROJECT: 9723 NE 2 AVE MIAMI SHORE, FLORIDA • . . . . ...... RAFAEL DROZ-SED � �N Pagel of 2 v2322 E 1 : Developer: r. Ir,t rprises In www.rneca.biz, -nJ8 Calculations Prepared by: Date: Jul 24, 2019 FileLocation : Basic Wind Parameters Wind Load Standard = ASCE 7-10 Exposure Category Wind Design Speed = 175.0 mph Risk Category Structure Type = Other Other Structure Type General Wind Settings = ASCE 7-10 Wind Parameters Incl_LF = Include ASD Load Factor of 0.6 in Pressures DynType = Dynamic Type of Structure NF = Natural Frequency of Structure (Mode 1) NF = Natural Frequency of Structure Zg = Altitude (Ground Elevation) above Sea Level Bdist = Base Elevation of Structure GenElev = Specify the Elevations For Wind Pressures Reacs = Show the Base Reactions in the output MWFRSType = MWFRS Method Selected Topographic Factor per Fig 26.8-1 Topo = Topographic Feature Kzt = Topographic Factor Solid Sign Inputs Solid Sign - B Horizontal Width of Sign = 3.000 ft s Vertical Height of Sign = 4.000 ft Att: Attached to Wall = False Exposure Constants per Table 26.9-1: = C = IZI Solid Sign True ..�. • • • _ $lgid •••• 0•;01 000 Hz . = 1.000 Hz • • "I W000 ft " 0 *3 601!000 ft ' •v •Mean Roof Ht • '•�j.Fa'lse '••'•: • • •�i)1 27 P; 1 • . •••••• •• •• • :•�:) &e ' ' = 1.0000 :•••:• • • • h Height to Top of Sign = 4.000 ft •:.•• Lr Dimension of return corner= 3.000 ft e Solidity Ratio = 1.000 Alpha: Const from Table.26.9-1= 9.500 Zg: Const from Table 26.9-1= 900.000 ft At: Const from Table 26.9-1= 0.105 Bt: Const from Table 26.9-1= 1.000 Am: Const from Table 26.9-1= 0.154 Bm: Const from Table 26.9-1= 0.650 C: Const from Table 26.9-1= 0.200 Eps: Const from Table 26.9-1= 0.200 Gust Factor Calculation: Gust Factor Category I Rigid Structures - Simplified Method G1 = For Rigid Structures (Nat. Freq.>l.Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm = 0.6 * Ht = 15.000 ft Izm. - Cc * (33 / Zm) 0.167 = 0.228 Lzm = L * (Zm / 33) Epsilon = 427.057 Q = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^0.63))^0.5 = 0.977 G2 = 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) - 0.913 Gust Factor Used in Analysis G = Lessor Of G1 Or G2 = 0.850 Main Wind Force Resisting System (mwrRS) Calculations for Solid Sign per Ch 29: LF = Load Factor based upon ASD Design = 0.60 hs = Overall height of structure = 4.000 ft Kz = Since z<15 ft (4.572 m] --> 2.01 * (15/zg)^(2/A1pha) - 0.849 Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000 Kd = Wind Directionality Factor per Table 26.6-1 = 0.85 qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 33.94 psf MWFRS Pressures on Solid Sign per Fig 29.4-1: R = Reduction factor to account for openings: (1-(1-e)^1.5) Rc = Reduction factor for Case C since s/h > 0.8: (1.8-s/h)' As = Gross Area of Sign: B * s B/s = Aspect Ratio: B / s s/h = Clearance Ratio: s / h Cf = Net Force Coefficient for Case A and B per Fig 29.4-1 Case A: Resultant force acts normal to face through geometric center = 1.000 = 0.800 = 12.00 sq ft = 0.750 = 1.000 = 1.500 file:///C:/Users/Femando/AppData/Roaming/MecaWind/ShowAnalysis.html 7/24/2019 Page 2 of 2 and since s/h = 1 then consider force acting 0.05*s above the geometric center 0.05*s = Since s/h = 1 the load is applied at this vertical offset from geom. center= 0.200 ft F = Design Wind force: qh * G * Cf * As * R = 519 lb Case B: Resultant force acts normal to face at a distance from the geometric center toward the windward edge equal to 0.2 times the average width and since s/h = 1 then consider force acting 0.05*s above the geometric center* 0.05*s = Since s/h = 1 the load is applied at this vertical offset from geom center= 0.200 ft Dx = Force Offset from Center toward windward edge: 0.2 * B = 0.600 ft F = Design Wind force: qh * G * Cf * As * R = 519 lb Case C: Since B/s < 2 then Case C need not be considered • • •••• •••••• •••••• •• •••••• • •••• •• •• ••••• • •••••• • • ••••• •• •• • •••••• • • • • • •••••• file:///C:/Users/Fernando/AppData/Roaming/MecaWind/ShowAnalysis.htmi 7/24/2019 RAFAEL E. DROZ-SEDA P.E. 9130 CRESCCENTE DR MIRAMAR, FL33025 Lic. #39228 Tel (954) 431-8134 PROJfLT �., DATE 01- -47 '......�._..:--••-,---•:•r.--.-•�: _'►''ram: r r r- - .....- • •,• - - C, ins ---• C . t i .__. ._. _... _... j...��-�;;,-=--. t ; \ �Y `7 � v'1 � \ �f`•\ 7 � r �In f� /�1'� �� - �--��� 1 •�� r� i � � ( t � f _ i f 1 •--•-•-- �� �"`� 6/�1� Vim" \ j_�^ i � 1 f � � , i i � 1 _ _.._ � _ The following excerpt are pages from the North American Anchor Fastening Technical Guide, 2011. Contact Hilti's team of technical support specialists between the hours of 7:00am — 6:00pm CST for complete details on this product including data development, product specifications, general suitability, installation, corrosion and spacing and edge distance guidelines. US: 877-749-6337 or HNATechnicalServices(cD-hilti.com •'• "" """ CA: 1-800-363-4458, ext. 6 or CATechnicalServices(a).hiltFwpn '.: ....:. .... ...... .... . . ..... ..... .... . ...... . . . . ...... HiM. Inc. 7250 Dallas Parkway, Suite 1000 Piano, TX 75024 1-800-879-8000 www.hilti.com 3.3.6.1 Product Description The KWIK Bolt 3 (KB3) is a torque controlled expansion anchor, which provides consistent performance for a wide range of mechanical anchor applications. This anchor series is available in carbon steel with zinc electroplated coating, carbon steel with hot -dip galvanized coating, 304 stainless steel and 316 stainless steel versions.The threaded stud version of the anchor is available in a variety of diameters ranging from 1/4-in. to 1-in. depending on the steel and coating type. Applicable base materials include normal -weight concrete, structural lightweight concrete, lightweight concrete over metal deck, and grout filled concrete masonry. Guide Specfications Torque controlled expansion anchors shall be KWIK Bolt 3 supplied by Hilti meeting the description in Federal Specification A -A 1923A, Type 4. The anchor bears a length identification mark embossed into the impact section (dog point) of the anchor identifying the anchor as a Hilti KWIK Bolt 3 in the installed condition. Anchors are manufactured to meet one of the following conditions: 1. The carbon steel anchor body, nut and washer have an electro- plated zinc coating conforming to ASTM B 633 to a minimum thickness of 5 µm. 2. The carbon steel hot -dip galva- nized anchor body, nut, and washer conform to ASTM A 153. The stainless steel expansion elements conform to either type 304 or type 316. 3. The stainless steel anchor body, nut, and washer conform to type 304. The stainless steel expansion elements conform to either type 304 or type 316. 4. The stainless steel anchor body, nut, and washer conform to type 316. The stainless steel expansion elements conform to type 316. KWIK Bolt 3 Expansion Anchor 3.3.6 Product Features • Length identification code facili- tates quality control and inspection after installation. • Through fixture installation and variable thread lengths improve productivity and accommodate various base plate thicknesses. • Raised impact section (Dog Point) prevents thread damage during installation. • Anchor size is same as drill bit size for easy installation. For temporary applications anchors may be driven into drilled holes after usage. • Mechanical expansion allows immediate load application. Installation Drill hole in concrete, structural lightweight concrete, or grout filled concrete masonry using a Hilti carbide tipped drill bit and a Hilt! rotary hammer drill. Remove dust from the hole with oil free compressed air or vacuum. Alternately for 1 /2-, 5/8-, 3/4- and 1-inch diameter KWIK Bolt 3 anchors, the hole may be drilled using a matched tolerance Hilti DD-C wet diamond core bit for anchoring applications. The slung must be flushed from the diamond cored hole prior to anchor installation. The minimum hole depth must exceed the anchor embedment prior to torquing by at least by one hole diameter. Drive the anchor into the hole using a hammer. A minimum of six threads must be below the surface of the fixture. Tighten the nut to the installation torque. 3.3.6.1 Product Description 3.3.6.2 Material Specifications 3.3.6.3 Strength Design (LRFD) 3.3.6.4 Allowable Stress Design (ASD) 3.3.6.5 Installation Instructions 3.3.6.6 Ordering Information Impact Section (Dog Point) T Nut — , Washer — Anpbgr..... ThI,e.agct .. Ancbol:.. QQ� T ...... Expansion Element!w (Wedges) . I Expansion Cone Listings/Approvals ICC-ES (International Code Council) ESR-2302 ICC-ES ESR-1385 Grout filled concrete masonry City of os Angeles Research Report No. 25577 Research Report No. 25577M for masonry F(Factory Mutual) Pipe Hanger Components for Automatic Sprinkler 3/( 8" - 3/4') UL (UnderwritersLaboratories) UL 203 Pipe Hanger Equipment for Fire Protection Services (3/8" - 3/4") Miami -Dade County NOA No. 06-0810.13 Qualified under an NQA-1 Nuclear Quality Program ]�.. k Wu► nss FM �'Q� 'Please refer to the reports to verify that the type and diameter specified is included Independent Code Evaluation IBC® / IRCm2009 (AC 193 / ACI 355.2, AC 01) IBC®/ IRC-2006 (AC 193 / ACI 355.7, AC 01) IB /IR 2003 (AC 193 / ACI 3554 Hilti. Inc. (US) 1-800-879-8000 1 www.u&hlrt.com I an espaAol 1-800-879-5000 1 Hilti (Canada) Corp. 1400-363-4458 1 wwwAtti.ca 1 Anchor Fastening Technical Guide 2011 291 Mechanical Anchoring Systems 3.3.6 KWIK Bolt 3 Expansion Anchor 3.3.6.4 Allowable Stress Design Table 5 - KWIK Bolt 3 Specifications and Properties' Bolt Size in. 1/4 3/8 1/2 Details (mm) (6.4) (9.5) (12.7) dbn nominal bit diameter2 in. 1/4 3/8 1/2 h, .M� M.,, depth of embedment In. 1-1/8 2 3 1-5/8 2-1/2 3-1/2 2-1/4 3-1/2 4-3/4 (mm) (29) (51) (76) (41) (64) (89) (57) (89) (121) h minimum/standard/deep hole in. 1-3/8 2-1/4 3-1/4 2 2-7/8 3-7/8 2-3/4 4 5-1/4 ° depth (mm) (35) (57) (83) (51) (73) (89) (70) (102) (133) db fixture hole in. 5/16 7/16 9/16 (mm) (8) (11) (14) Normal Carbon Steel ft-lb 4 20 40 weight & (Nm) (5) (27) (54) HDG T. ltion Light weight Stainless Steel ft-lb 6 20Instal ! • • • Torque Concrete (Nm) (8) (27) e s • (54)0 • Grout Filled Carbon Steel ft-lb 4 15 • • • • • 25 • • • Block (Nm) (5) (20) • ' •' • (34) • h min. base material thickness in. 3 inch (76 mm) or 1.3 times embedment, whichever rusnber is greater • Bolt Fracture Carbon Steel 2900 lb4.6 7200 lb°,e e 0000 12490 Ib'• HDG no offering no offering a • • •. 12415 1154 Load Stainless Steel 2900 Ib'.' 7200 ib4•2 • 0000 12400 IW Bolt Size in. 5/8 3/4 . IL • ;I' • • • • Details (mm) (15.9) (19.1) ' • • ; (2,5.4) • • d brt nominal bit diameter2 in. 5/8 3/4 010e • • e h�,h_h,, depth of embedment in. 2-3/4 4 5-1/2 3-1/4 4-3/4 6-1/2 4-1/2 6 9 (mm) (70) (102) (140) (83) (121) (165) (114) (162) (229) h minimum/standard/deep hole in. 3-3/8 4-5/8 6-1/8 4 5-1/2 7 5-1/2 7 10 ° depth (mm) (86) (117) (156) (102) (140) (178) (140) (178) (254) d° fixture hole in. 11/16 13/16 1-1/8 (mm) (17) (21) (29) Normal Carbon Steel ft-lb 60 110 150 weight& (Nm) (81) (149) (203) HDG T.weight Installation Light Stainless Steel ft-lb 60 110 150 Torque Concrete (Nm) (81) (149) (203) Grout Filled Carbon Steel ft-lb 65 120 Block (Nm) (88) (163) - h min. base material thickness in. 3 inch (76 mm) or 1.3 times embedment, whichever number is greater Carbon Steel 19600 Ib4 28700 lb4.8 1 z 88 ksi, f 2 75 ksi- Bolt Bolt Fracture HDG 19600 lb 28700 Ib° , no offering Stainless Steel 21900 Ib° f >_ 76 ksi, fY Z 64 ksi5 I f z 76 ksi, f z 64 ksi5 N y 1 See KWIK Bolt 3 Product Line Table In Section 3.3.6.6 for a full list and anchor length and thread length configurations. 2 Loads for KWIK Bolt 3 are applicable for both carbide drill bits and matched tolerance Hilti DD-B or DD-C diamond core bits in sizes ranging from 1/2 Inch to 1 Inch. 3 The deep embedment depth for stainless steel KWIK Bolt 3 anchors is 8 inch (203 mm). 4 Bolt fracture loads are determined by testing in a jig as part of product quality control. These values are not Intended for design purposes. 5 Bolt strength specified by minimum tensile and yield strength. Bolt fracture load not applicable. 6 Bolt fracture load not applicable to carbon steel Countersunk KWIK Bolt 3. The tensile and yield strengths are f� x 105 ksi and f. 2 90 ksi. 7 Bolt fracture load not applicable to stainless steel Countersunk KWIK Bolt 3. The tensile and yield strengths are f� z 90 ksi and f. 2 76 ksi. 8 For 3/4 x 12, fu, a 88 ksi and f, a 75 ksi. Bolt fracture load not applicable. • • • • • Doss• • • • Doss• • Dose* 298 HIM, Inc. (US) 1-800-879-80W I www.us hlltl.com I en esparriol 1-800-879-5000 I HIM (Canada) Corp. 1-800-363-4458 1 www.hilti.ca I Anchor Fastening Technical Guide 2011 3.3.6 KWIK Bolt 3 Expansion Anchor 3.3.6.2 Material Properties Carbon Steel with Electroplated Zinc All Carbon Steel KINK Bolt 3 and Rod Coupling Anchors, excluding the 3/4 x 12 and 1-inch diameter sizes, have the tensile bolt fracture loads shown in Table 5. All carbon steel 3/4 x 12 and 1 inch diameter sizes and carbon steel countersunk KWIK Bolt 3 anchor bodies have mechanical properties as listed in Table 5. Carbon steel anchor components plated in accordance with ASTM B633 to a minimum thickness of 5 pm. Nuts conform to the requirements of ASTM A 563, Grade A, Hex. Washers meet the requirements of ASTM F 844. Expansion elements (wedges) are manufactured from carbon steel, except the following anchors have stainless steel wedges: • All 1/4-inch diameter anchors • KB3 3/4x12 • All 1-inch diameter anchors • All countersunk KINK Bolt 3 Goes . . .::see 000::o 0 0 0 ..Gees e. .Goo.. G Carbon Steel with Hot -Dip Galvanized Coating 000000 s :.... 0 Anchor bodies manufactured from carbon steel have the tensile bolt fracture loads shown in Table 5.0 oso o• e... Carbon steel anchor components hot -dip galvanized according to ASTM A 153, Class C (43 pm min.k G s ... G o o G : e s Nuts conform to the requirements of ASTM A 563, Grade A, Hex. • • • • • 000000 G Washers meet the requirements of ASTM F 844. : s o: • • G Stainless steel expansion elements (wedges) are manufactured from either type 304 or type 316. : o e • • • . . :see*: Stainless Steel Anchor bodies smaller than 3/4-inch, excluding all Countersunk KWIK Bolt 3 anchors, are produced from type 304 or type 316 stainless steel having the bolt fracture loads shown in Table 5. Anchor bodies 3/4-inch and larger, and all stainless steel Countersunk KWIK Bolt 3 anchor bodies, are produced from AISI 304 or 316 stainless steel having the mechanical properties shown in Table 5. Nuts meet the dimensional requirements of ASTM F 594. Washers meet the dimensional requirements of ANSI B18.22.1 Type A, plain. Stainless steel expansion elements for type 304 anchors are made from either type 304 or type 316. Stainless steel expansion elements for type 316 anchors are made from type 316. All stainless steel nuts and washers for type 304 and type 316 anchors are manufactured from type 304 and type 316, respectively. 292 Hilti, Inc. (US)1-800-879-8000 I www.us.h!M.com I an espaiwl 1-800-879-5000 1 HIM (Canada) Corp- 1-800.383-4458 I www.hird.ca I Anchor Fastening Technical Guide 2011 KWIK Bolt 3 Expansion Anchor 3.3.6 Figure 2 - Interpolation of Minimum Edge Distance and Anchor Spacing Sdesign Cdesign h a hmin Length Identification System y C �U CO a a) ----------------------- rnh �d�'� • • • • `stance • edge di o • • • 600000 •• •• • •••••• • • • • • •••••• Length ID • . • marking on A B G D E F G H I J K L M N O P Q R S T bolt head Length From 1-1/2 2 2-1/2 3 3-1/2 4 4-1/2 5 5-1/2 6 6-1/2 7 7-1/2 8 8-1/2 9 9-1/2 10 11 12 of Up to anchor, but not 2 2-1/2 3 3-1/2 4 4-1/2 5 5-1/2 6 6-1/2 7 7-1/2 8 8-1/2 9 9-1/2 10 11 12 13 (in.) including Length Identification Mark Hild, Inc. (US)1-800-879-8000 I www.us.hiM.com I en espaiiol 1-800-879-5000 1 HIM (Canada) Corp. 1-800-363.4458 1 www.hilt3.ca 1 Anchor Fastening Technical Guide 2011 297 Mechanical Anchoring Systems 3.3.6 KWIK Bolt 3 Expansion Anchor Table 7 - Carbon Steel KWIK Bolt 3 Ultimate Loads in Normal -Weight Concrete' f'� = 2000 psi (13.8 MPa) f'c = 3000 psi (20.7 MPa) f'� = 4000 psi (27.6 MPa) f'� = 6000 psi (41.4 MPa) Anchor Embedment Tension Shear Tension Shear Tension Shear Tension Shear Diameter Depth in. (mm) in. (mm) lb (M) lb (kM lb (MI) lb (M) lb (W) lb (M) lb (M) lb (M) 1 1/8 (29) 1120 1370 1615 2060 (5.0) (6.1) (7.2) (9.2) 2 (51) 2690 3000 02375 1/4 1995 1995 1995 1995 (6.4) (10.5) (8.9) (12.0) (8.9) (13.3) (8.9) 3165 (8.9) 3 (76) 2830 2990 3150 (14.1) (12.6) (13.3) (14.0) 1-5/8 (41) 2740 4250 3420 4790 4100 4095 (12.2) (18.9) (15.2) (21.3) (18.2) (18.2) 4720 5830 6935 7730 3/8 4930 4930 (21.0) 4930 (25.9) 4930 (30.8) (21.9) (34.4) 004(21.9) 3-1/2 (89) 5925 6645 7365 0 48055 (21.9) (21.9) *so* (26.4) (29.6) (32.8) (3'5.8) • • 4635 7000 5355 8630 6075 9030 2-1/4 (5� (20.6 (31.1) (23.8) (38.4) (27.0) (40.2) * : � �410 33•0) 0 1/2 7240 8195 9145 • •.12140 • .gj65 (32.2) 9065 (36.5) 9065 (40.7) 9065 • • • 454.0) • (40.3) (40.3) (40.3) (40.3) 0 ••••• 8000 8830 9655 •13585 • 4-3/4 (121) (35.6) (39.3) (42.9) ; ' ;1414) 2 3/4 (70) 7210 10315 7750 12790 8285 14195 • 10615 • • • • • • • • (32.1) (45.9) (34.5) (56.9) (36.9) (63.1) • • (t7.2) 5/8 9975 11335 12690 17890 • :.1450 (15.9) 4 (102) (44.4) 14650 (50.4) 14650 (56.4) 14650 (79.6) (65.2) 5-1/2 (140) 12315 13850 15385 19970 (65.2) (65.2) (65.2) (54.8) (61.6) (68.4) (88.8) 3-1/4 (83) 7955 15335 9100 18375 10245 19910 14185 19910 (35.4) (68.2) (40.5) (81.7) (45.6) (88.6) (63.1) (88.6) 3/4 4-3/4 (121) 12150 15985 19820 23085 (19.1) (54.0) 20030 (71.1) 20030 (86.2) 20605 (102.7) 23355 6-1/2 (165) 17000 21970 26935 26260 (89.1) (89.1) (91.7) (103.9) (75.6) (97.7) (119.8) (116.8) 12500 26500 15200 28500 17500 30500 19000 4-1/2 (114) (55.6) (117.9) (67.6) (126.8) (77.8) (135.7) (84.5) 6 (152) 18500 22500 26500 31500 1 34500 (25.4) (82.3) 34500 (100.1) 34500 (117.9) 34500 (140.1) (153.5) 9 (229) 25000 28750 32500 40000 (153.5) (153.5) (153.5) (111.2) (127.9) (144.6) (177.9) 1 Intermediate load values for other concrete strengths and embedments can be calculated by linear Interpolation_ 300 Hilti, Inc. (US)1-800-879-8000 1 www.us.hiltl.com 1 an espajW 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www hird.ce I Anchor Fastening Technical Guide 2011 KWIK Bolt 3 Expansion Anchor 3.3.6 Influence of Edge Distance and Anchor Spacing on Anchor Performance Load Adjustment Factors for 1/4" Diameter Anchors Adjustment Factor 1/4 in. Spacing Tension/Shear f AN Edge Distance Tension frw Spacing Shear fAv Edge Distance Shear 1 Toward Edge f RV1 II Toward Edge f RV1 1 Away from Edge f Rn Embedment Depth, in. 1-1/8 22 1-1/8 2:2 1-1/8 a 2:1-1/8 a1-1/8 21-1/8 1-1/8 0.60 0.80 0.90 1-11 /16 0.75 0.93 0.94 0.50 0.60 0.83 1-3/4 0.78 0.95 0.94 0.52 0.61 0.84 2 1 0.85 0.60 1.00 -0.80 0.96 0.90 0.69 0.67 0.86 2-1/4 1 0.92 0.64 1 0.83 1 0.98 0.91 0.61 0.73 0.89 o, 2-1/2 1 0.99 0.68 1 0.87 1.00 0.92 0.74 0.79 0.91 3 1 1.00 0.76 1 0.93 0.94 0.89 0.91 0.96 Q, 3-3/8 0.82 0.98 0.96 1.00 1.00 1.00 3-1/2 1 0.84 1.00 0.96 1.00 1.00 1.00 4 0.92 0.98 4-1/2 1 1.00 1.00 4-3/4 5 Load Adjustment Factors for 3/8" Diameter Anchors Adjustment Factor 3/8in. Spacing Tension/Shear fAN Edge Distance Tension fPo, Spacing Shear Edge Distance Shear 1 Toward Edge II Toward Edge 1 Away from Edge Embedment Depth, in. 1-5/8 a 2-1/2 . 1-5/8 a 2-1/2 1-5/8 a 2-1/2 a 1-5/8 a 1-5/8 a 1-5/8 1-5/8 0.60 0.80 0.90 2 0.67 0.86 0.92 2-1/4 0.72 0.90 0.93 2-1/2 0.77 0.60 0.94 0.80 0.94 0.90 0.51 0.61 0.83 3 0.87 0.66 1 1.00 0.85 1 0.97 0.92 0.62 0.69 0.87 o, 3-1/4 0.92 0.70 0.88 0.98 0.92 0.67 0.73 0.89 3-1/2 0.97 0.73 0.91 0.99 0.93 0.72 0.77 0.90 0 3-3/4 1.00 0.76 0.93 1.00 0-94 0.77 0.82 0.92 cO 4 0.79 0.96 0.95 0.82 0.86 0.94 4-1/2 0.86 1.00 0.96 0.92 0.94 0.97 5 1 0.92 0.98 1.00 1.00 1.00 5-5/8 1 1.00 1.00 5-3/4 I Load Adjustment Factors for 1/2" Diameter Anchors Adjustment Factor 1/2 in. Spacing Tension/Shear fW Edge Distance Tension fm, Spacing Shear f v Edge Distance Shear 1 Toward Edge fNW 11 Toward Edge fm„ 1 Away from Edge f". Embedment Depth, in. 2-1/4 a 3-1/2 2-1/4 a 3-1/2 2-1/4 a 3-1/2 a 2-1/4 a 2-1/4 a 2-1/4 2-1/4 0.60 0.80 0.90 2-1/2 0.64 0.83 0.91 3 0.71 0.89 0.93 3-3/8 0.76 0.93 0.94 0.50 0.60 0.83 3-3/4 1 0.81 0.62 0.98 0.82 0.95 0.91 0.56 0.64 0.85 4-1/4 0.88 0.67 1 1.00 0.86 0.97 0.92 0.63 0.70 0.87 4-3/4 0.96 0.71 1 0.90 1 0.99 0.93 1 0.70 0.76 1 0.90 a 5 1.00 0.74 0.91 1 1.00 0.93 0.74 0.79 0.91 5-3/4 0.81 0.97 0.95 0.85 0.88 0.95 6 1513 1.00 0.96 0.89 0.91 0.96 6-1/2 0.87 0.97 0.96 0.97 0.99 7-1/4 0.94 0.99 1.00 1.00 1.00 7-3/4 1 1.00 1.00 Standard Anchor Embedments (in.)) 1/4 hm. 1-1/8 h. 2 hdW 3 3/8 hm„ 1-5/8 h. 2-1/2 hde" 3-1/2 1/2 h. 2-1/4 h. 3-1/2 hd.. 4-3/4 Soso • • •s•S SSss•• •• • ••• • • Soso•• S• •••••• Note: Tileely for listed embedment dep th'I �Euction factars for 0 S o o 0 other�rtbedment depths must be• • cAg49Wusing 4444i%Cbelow...... • • ••Soo• • • •••o• •�Jaggg9 - Tendon • h -5 h' • h ah •?�S •• i• f s • +0.88 f•+01• /hart o-. , A" 3.0 • : .•3.13 . o o: •••• Edge Distance - Tension h�,5 hamsh- h�, a h_ f c/h_+2 f =c/1 +2 RN 3.75 R" 3.75 Spacing - Shear hm.5 ha",5h„a,,, h-, a h. f = s/he + 10.25 f nv = s/h_ + 10.25 Av 12.5 12.5 Edge Distance - Shear hfict a hmin perpendicular toward edge fav' 3h� parallel to edge f = c/h., + 0.75 3.75 perpendicular away from edge f = c/h,. + 5.82 8.82 Note: Edge distance and anchor spacing for all lightweight and sand -lightweight concrete are obtained by dividing the normal -weight dimenoiona by 0.75 and 0.85, respectively. HIM, Inc. (US)1-800-879-8000 1 wwwAmh[M.com I en esWol 1-800-879-5000 1 HIM (Canada) Corp. 1-800-363-4458 I www.hi ti.ca I Anchor Fastening Technical Guide 2011 309 ENERGY CALCULATIONS INTERIOR ALTERATION 9723 NE 2 AVE MIAMI SHORE FLORIDA ...... .... ...... .... ...... .... . ..... Air System Sizing Summary for AHU-1&2 Project Name: GATOR 9723 02/28/201<. Prepared by: 09:45Ph Air System Information Air System Name ...................................... AHU-1&2 Equipment Class ................................... SPLT AHU Air System Type .......................................... SZCAV Sizing Calculation Information Calculation Months ................................ Jan to Dec Sizing Data ............................................ Calculated Central Cooling Coil Sizing Data Totalcoil load ..................................................... 7.8 Total coil load ................................................... 93.2 Sensible coil load .............................................. 63.8 Coil CFM at Aug 1700..................................... 2341 Max block CFM................................................ 2341 Sum of peak zone CFM................................... 2341 Sensible heat ratio .......................................... 0.685 CFM/Ton........................................................ 301.6 ft=/Ton............................................................. 329.8 BTU/(heft')....................................................... 36.4 Water flow @ 10.0 °F rise .................................. NIA Central Heating Coil Sizing Data Number of zones......................................................... 1 Floor Area.......................................................... 2560.0 ft' Location ........................................... Miami IAP, Florida Zone CFM Sizing ............... Sum of space airflow rates Space CFM Sizing ........... Individual peak space loads Tons Load occurs at ................................................ Aug 1700 MBH OA DB / WB.................................................. 89.9 / 76.7 °F MBH Entering DB / WB.......................................... 81.7 / 68.8 °F CFM Leaving DB / WB........................................... 56.5 / 56.1 °F CFMCoil ADP................................................................. 55.5 °F CFM Bypass Factor ...................................................... 0.038 Resulting RH............................................................. 56 % Design supply temp. .......................................... 55.0 °F Zone T-stat Check ................................................ 1 of 1 OK Max zone temperature deviation ............................... 0,0• • :9 • • Max coil load ..................................................... 66.3 MBH Coil CFM at Des Htg........................................ 2341 CFM Maxcoil CFM................................................... 2341 CFM Water flow @ 20.0 °F drop ................................. N/A Supply Fan Sizing Data Actual max CFM.............................................. 2341 CFM Standard CFM................................................. 2340 CFM Actual max CFM/ft............................................ 0.91 CFM/ft2 Outdoor Ventilation Air Data Design airflow CFM........................................... 520 CFM CFM/ft'............................................................. 0.20 CFM/ft' . • • • • • Load occurs at ........ �. Des prIf e e e ................................ BTU/(hr•ft2)........................... ............. r••r•y.�....... 25.9 Ent. DB / Lvg DB..................................... ?..... •64.2 / VA .°F; •. •• •• •• • Fan motor BHP ....................................................... 0.4210 $HP Fan motor kW ......................................................... 0.17 kW Fanstatic................................................................ 0.30 in wg CFM/person......................................................... 74.29 CFM/person Hourly Analysis Program 5.11 Page 1 of 1 Florida Building Code, Sixth Edition (2017) - Energy Conservation EnergyGauge Summit® Fla/Com-2017, Effective Date: Dec 31, 2017 IECC 2015 - Total Building Performance Compliance Option Check List Applications for compliance with the Florida Building Code, Energy Conservation shall include: ❑ This Checklist The full compliance report generated by the software that contains the project ."". summary, compliance summary, certifications and detailed component compli'm ; •••• • •• 4 reports. ...�.. '..'.: ❑ The compliance report must include the full input report generated by the soudit'4s ; .. . • • • •; • contigous part of the compliance report. ...... . . .. . Boxes appropriately checked in the Mandatory Section of the complaince reP ar" . � • EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page t of 20 PROJECT SUMMARY Short Desc: GYM Description: GYM Owner: Address]: 9723 NE 2AVE City: MIAMI SHORES Address2: State: FI Zip: 33138 Type: Gymnasium Class: Renovation to existing building Jurisdiction: MIAMI SHORES VILLAGE, MIAMI-DADE COUNTY, FL (232600) Conditioned Area: 2560 SF Conditioned & UnConditioned Area: 2560 SF No of Stories: 1 Area entered from Plans 2560 SF Permit No: 0 Max Tonnage 4 If different, write in: EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 2 of 20 Compliance Summary Component Design Criteria Result Gross Energy Cost (in $) 1,377.0 1,784.0 PASSED LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? PASSES No Entry PASSES No Entry No Entry No Entry Yes/%ojN.. t ...... • .. .. • IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted alongvwth this • • Compliance Report EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 3 of 20 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code Prepared By: Building Official: Date: Date: I certify that this building is in compliance with the Florida Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code •••• Architect: Reg No: ; .' . *fee •• • • • Electrical Designer: Reg No: • ��_ Lighting Designer: Reg No: sees • Mechanical Designer: Reg No:•• •• •• •• • Plumbing Designer: Reg No: • • : " • • • (') Signature is required where Florida Law requires design to be performed by registered design ' .", professionals. Typed names and registration numbers may be used where all relevant information is "" contained on signed/sealed plans. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 4 of 20 Project: GYM Title: GYM Type: Gymnasium (WEA File: FL M: Building End Uses I)Proposed 2) Baseline Total 86.90 133.00 $1,377 $2,099 ELECTRICITY(MBtulkWhl$) 86.90 133.00 25498 38945 $1,377 $2,099 AREA LIGHTS MISC EQUIPMT PUMPS & MISC SPACE COOL SPACE HEAT VENT FANS [its Applied: None ing Criteria = 1784 gn (including any credits) = 1377 ing requires Proposed Building cost to be at most 85% of line cost. This Proposed Building is at 65.6% 5.00 19.30 1470 5645 79 � *304 • • 12.80 .. .' ����� 2.80 3751 ::::::3751 $203 • • • • $202 • : " 0.00 ...... 0.00 . . .•: 2 •• •• 2 .. .• ..• 48.40 : ..45.10 14194 " 13201 : • " • ' $766 $712 0.50 0.50 154 144 $8 $8 20.20 55.30 5927 16202 $320 $873 F777PASSES EnergyGauge Summit® FlalCom-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 5 of 20 2/28/2019 External Lighting Compliance Description Category Tradable? Allowance (W/Unit) Area or Length ELPA CLP or No. of Units (W) (W) (Sgft or ft) None Project: GYM Title: GYM Type: Gymnasium (WEA File: FL MIAMI OPA LOCKA.tm3) Lighting Controls Compliance Acronym Ashrae Description Area ID (sq.ft) Design CP Min Compli- CP ance GYM 9,003 Exercise Area (Gym) 2,560 2 2 PASSES • • • •PASSES ' .... •••••• •• •• •••••• Project: GYM • • • • • • • • Title: GYM • • • • • • • Type: Gymnasium •••• • 0 ••• (WEA File: FL_MIAMI_OPA_LOCKA.tm3) . System Report Compliance r ...... • •. • � • • • AHU-1&2 System Constant Volume AirCooled ;. �ofUnit.• Split System < 65000 htuAr. : 2. Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 48000 14.00 13.00 6.00 PASSES Split System < 65000 Btu/h Cooling Capacity Heating System Electric Furnace 17100 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 1200 0.30 0.82 PASSES System -Supply Constant Volume Air Handling Air Handler (Return) - 940 0.30 0.82 PASSES System - Return Constant Volume Air Distribution ADS System (Sup) 6.00 4.20 PASSES System (Sup) Air Distribution ADS System (Ret) 6.00 PASSES System (Ret) PASSES EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option Page 6 of 20 • • 2/28/2019 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None Water Heater Compliance Design Min Description Type Category Eff Eff Design Max Comp Loss Loss c �!i't g • •• •• •• •• 900202 ••• Piping System Compliance • • • • •••••• • • • Category Pipe Dia Is Operating Ins Cond [inches] Runout? Temp [Btu-in/hr [F] SF.F] Ins • Re4 n' • Compliance •••• Thick [in] Thick [in] INone EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option Page 7 of 20 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department of Energy and Pacific Northwest National Laboratory. Adopted with permission Topic Section Component Description Yes N/A Exempt Insulation C303.2 Envelope Below -grade wall insulation installed per El manufacturers instructions. Insulation C303.2 Envelope Slab edge insulation installed per manufacturers El 0 El instructions. Insulation C303.2 Envelope Above -grade wall insulation installed per El El manufacturers instructions. Insulation C402.3 Envelope High-albedo roofs satisfy one of the following: 3-year-aged solar reflectance >= 0.55 and thermal emittance >= 0.75 or 3-year-aged solar reflectance index >= Fenestration C402.4.4 Envelope U-factor of opaque doors associated with the ❑ ❑ building thermal envelope meets requirements. SYSTEM —SPECIFIC C403.2.12.1 Mechanical HVAC fan systems at design conditions do not [A El ❑ exceed allowable fan system motor nameplate hp or fan system bhp. C403.2.12.2 Mechanical HVAC fan motors not oversized beyond allowable �El El limits. SYSTEM —SPECIFIC C403.2.3(8) Table Mechanical Heat Rejection Equipment: Minimum Efficiency 0 • n Requirement meet those listed in Table 0 • !—' • C403.2.3(8) • • • • • • • • HVAC C403.2.7 Mechanical Exhaust air energy recovery on systems meeting • l��ll Table C403.2.7(1) and C403.2.7(2). "' •' • • T • • • SYSTEM —SPECIFIC C403.3 Mechanical Air economizers provided where required, meet• • • • 11 • the requirements for design capacity, control a 0 • • • signal, ventilation controls, high -limit shut-off, • • • • • • • • , integrated economizer control, and provide a • • • • • • • means to relieve excess outside air during • • • • • • • • • • operation. • SYSTEM —SPECIFIC C403.3.2 Mechanical Economizer operation will not increase heativ ; • ; energy use during normal operation. • • • • SYSTEM —SPECIFIC C403.3.4, Mechanical Water economizers provided where required,. • a • ' • • •� • C403.3.4.1, meet the requirements for design capacity, • • • • • C403.3.4.2, maximum pressure drop and integrated • • • • C403.3.1 economizer control. SYSTEM —SPECIFIC C403.4.2.1 Mechanical Three -pipe hydronic systems using a common 1:1 El return for hot and chilled water are not used. SYSTEM —SPECIFIC C403.4.2.3.1 Mechanical Hydronic heat pump systems connected to a ❑ ❑ common water loop meet heat rejection and heat addition requirements. SYSTEM —SPECIFIC C403.4.3.4 Mechanical Open -circuit cooling towers having water cooled chiller systems and multiple or vairable speed condenser pumps, are designed so that tower cells can run in parallel with larger of flow crtieria. SYSTEM —SPECIFIC C404.2 Mechanical Service water heating equipment meets efficiencyEl 0 ❑ requirements. Wattage C405.3 Interior Lighting Exit signs do not exceed 5 watts per face. ❑ 2. To be checked by Plan Reviewer Plan Review C103.2 Envelope Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 8 of 20 Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering st Plan Review C103.2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufact Plan Review C103.2 Interior Lighting Plans, specifications, and/or calculations provide 1:1 El all information with which compliance can be determined for the interior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided shoul Plan Review C103.2 Exterior Lighting Plans, specifications, and/or calculations provide all information with which compliance can be determined for the exterior lighting and electrical systems and equipment and document where exceptions to the standard are claimed. Information provided shoul Insulation C402.2.5 Envelope Slab edge insulation depth/length. Slab insulation extending away from building is covered by pavement or >= 10 inches of soil. Insulation C402.2.6 Project Radiant heating systems panels insulated to ❑ >=R-3.5 on face opposite space being heated. HVAC C402.2.6 Mechanical Thermally ineffective panel surfaces of sensible p heating panels have insulation >= R-3.5. . Insulation C402.2.6 Envelope Radiant panels and associated components, • • designed for heat transfer from the panel surficpl • to the occupants or indoor space are insulated • with a minimum of R-3.5. ***Go* ' • Air Leakage C402.5.7 Envelope Vestibules are installed on all building entranrpS' •' • • • Doors have self -closing devices. 0000 : • • SYSTEM —SPECIFIC C403.2.12.3 Mechanical Fans have efficiency grade (FEG) >= 67. Thetatal• • 0El 0 C-1 • • efficiency of the fan at the design point of • • • • • • • : • • operation <=15% of maximum total efficiencK of. • • • the fan. • • • HVAC C403.2.13 Mechanical Unenclosed spaces that are heated use only. �: 30 • El • • radiant heat. • • • • • HVAC C403.2.4.2 Mechanical Each zone equipped with setback controls using �: �� • � � � automatic time dock or programmable control • system. SYSTEM —SPECIFIC C403.2.4.4 Mechanical Zone isolation devices and controls installed where applicable. SYSTEM —SPECIFIC C403.2.4.7 Mechanical Fault detection and diagnostics installed with 1-1 ❑ air-cooled unitary DX units having economizers. SYSTEM —SPECIFIC C403.2.5 Mechanical Hot water boilers supplying heat via one- or two -pipe systems include outdoor setback control. HVAC C403.2.6.1 Mechanical Demand control ventilation provided for spaces ❑ >500 ft2 and >25 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. SYSTEM —SPECIFIC C403.4.1.1 Mechanical Hydronic and muttizone HVAC system controls ❑ ❑ areVAV fans driven by mechanical or electrical variable speed drive per Table C403.4.1.1. SYSTEM —SPECIFIC C403.4.1.3 Mechanical Reset static pressure setpoint for DDC controlled VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM —SPECIFIC C403.4.2 Mechanical Temperature reset by representative building 1:1 El loads in pumping systems for chiller and boiler systems >500,000 Btu/h. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 9 of 20 SYSTEM —SPECIFIC C403.4.2.3.2.1 Mechanical SYSTEM —SPECIFIC C403.4.2.4 Mechanical SYSTEM —SPECIFIC C403.4.2.5 Mechanical SYSTEM —SPECIFIC C403.4.2.6 Mechanical SYSTEM —SPECIFIC C403.4.3, Mechanical C403.4.3.2 SYSTEM —SPECIFIC C403.4.4.5 Mechanical SYSTEM —SPECIFIC C403.4.4.6 Mechanical SYSTEM —SPECIFIC C404.2.1 Mechanical SYSTEM —SPECIFIC C404.4 Mechanical SYSTEM —SPECIFIC C404.5, C404.5.1, Mechanical C404.5.2 SYSTEM —SPECIFIC C404.6.3 Mechanical SYSTEM —SPECIFIC C404.7 Mechanical Wattage C405.5.1 Exterior Lighting Plan Review C405.6 Project Plan Review C406 Project SYSTEM —SPECIFIC C408.2.2.2 Mechanical SYSTEM —SPECIFIC C408.2.2.2 Mechanical Closed-circuit cooling tower within heat pump loop have either automatic bypass valve or lower leakage positive closure dampers. Open -circuit tower within heat pump loop have automatic valve to bypass all heat pump water flow around the tower. Open- or cl Hydronic systems greater than 500,000 Btu/h ❑ 11 El designed for variable fluid flow. System turndown requirement met through ❑ ❑ El multiple single -input boilers, one or more modulating boilers, or a combination of single -input and modulating boilers. Boiler input between 1.0 MBtu/h and 5 MBtu/h has 3:1 turndown ratio, boiler input between 5.0 Chilled water plants with multiple chillers have capability to reduce flow automatically through the chiller plant when a chiller is shut down. Boiler plants with multiple boilers have the capability to reduce flow automatically through the boiler plant Fan systems with motors >=7.5 hp associated with heat rejection equipment to have capability to operate at 213 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection device. Multiple zone HVAC systems have supply air ❑ ❑ temperature reset controls. Multiple zone VAV systems with DDC of individual ❑ n zone boxes have static pressure setpoint reset • • controls. • • Gas -fired water -heating equipment installed in • . • • • • • • ^ new buildings: where a singular piece of • 0 • • water -heating equipment>= 1,000 kBtu/h served o the entire building, thermal efficiency >= 90 Et 00 • Where multiple pieces of water -heating : : 000000 equipment serve the building wi 0000 • • • • • All piping insulated in accordance with sectlo% • • .. • • details and Table C403.2.10. 00 • • • • Heated water supply piping conforms to pipe. • .... 11 length and volume requirements. Refer to s4ion • details. Pumps that circulate water between a heater,'ond • •. . • 690060 • 0 storage tank have controls that limit operation • • • 0 • from startup to — 5 minutes after end of heating • • • • • • cycle. Water distribution system that pumps water from a heated -water supply pipe back to the heated -water source through a cold -water supply pipe is a demand recirculation water system. Pumps within this system have controls that start the pump upon receiving Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Group R-2 dwelling units have separate electrical meters. Plans, specifications, and/or calculations provide all information with which compliance can be determined for the additional energy efficiency package options. HVAC hydronic heating and cooling coils have means to balance and have pressure test connections. HVAC hydronic heating and cooling coils have ❑ means to balance and have pressure test connections. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 10 of 20 •• Insulation C303.1 Envelope Roof insulation installed per manufacturerH-S El 1:1 El instructions. Blown or poured loose -fill insulation is installed only where the roof slope is <=3 in 12. Insulation C303.1 Envelope Building envelope insulation is labeled with R-value or insulation certificate providing R-value and other relevant data. Fenestration C303.1.3 Envelope Fenestration products rated in accordance with NFRC. Fenestration C303.1.3 Envelope Fenestration products are certified as to 1:1 El performance labels or certificates provided. Insulation C303.2, C402.2.4 Envelope Floor insulation installed per manufacturer's instructions. Cavity or structural slab insulation installed in permanent contact with underside of decking or structural slabs. Insulation C303.2.1 Envelope Exterior insulation protected against damage, sunlight, moisture, wind, landscaping and equipment maintenance activities. Insulation C303.2.1 Envelope Exterior insulation is protected from damage with a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection. Insulation C402.1.3 Envelope Non -swinging opaque doors have R-4.75 ri insulation. Insulation C402.2.2 Envelope Skylight curbs are insulated to the level of roofs 1:1 El with insulation above deck or R-5. Insulation C402.2.2 Envelope Insulation intended to meet the roof insulation requirements cannot be installed on top of a • • • • suspended ceiling. Mark this requirement • • �..., Air Leakage C402.5 Envelope compliant if insulation is installed accordingly.% • • Building envelope contains a continuous air • o 4, barrier that has been tested and deemed to limit • 004 air leakage <= 0.40 cfm/ft2. •••••• • • Air Leakage C402.5.1 Envelope The building envelope contains a continuous jiP • • • ❑ : 11 : + • @ barrier that is sealed in an approved manner and* • • • • either constructed or tested in an approved • 9.0 • • manner. Air barrier penetrations are sealed ig 1rr • • • • approved manner. Air Leakage C402.5.1.1 Envelope All sources of air leakage in the building therrjal + � • ; ❑ ❑ • envelope are sealed, caulked, gasketed, weather • • • Oslo stripped or wrapped with moisture • • ; + • • vapor -permeable wrapping material to minimig + • • • �' air leakage. • + • • • Air Leakage C402.5.1.2.1 Envelope The building envelope contains a continuous air barrier that is sealed in an approved manner and material permeability <= 0.004 cfrrUft2. Air barrier penetrations are sealed in an approved manner. Air Leakage C402.5.1.2.2 Envelope The building envelope contains a continuous air ri barrier that is sealed in an approved manner and average assembly air leakage <= 0.04 cfmtft2. Air barrier penetrations are sealed in an approved Air Leakage C402.5.2, C402.5.4 Envelope manner. Factory -built fenestration and doors are labeled as meeting air leakage requirements. Air Leakage C402.5.3 Envelope Where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening are located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope Air Leakage C402.5.5, Envelope Stair and elevator shaft vents have motorized C403.2.4.3 dampers that automatically close. Air Leakage C402.5.5, Envelope Outdoor air and exhaust systems have motorized C403.2.4.3 dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. Air Leakage C402.5.6 Envelope Weatherseals installed on all loading dock cargo doors. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 11 of 20 Air Leakage C402.5.8 Envelope Recessed luminaires in thermal envelope to limit infiltration and be IC rated and labeled. Seal between interior finish and luminaire housing. HVAC C403.2.1 Mechanical HVAC systems and equipment design loads calculated in accordance with ANSI/ASHRAE/ACCA Standard 183 or by an approved equivalent computational procedure SYSTEM —SPECIFIC C403.2.10 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC C403.2.3 Mechanical HVAC equipment efficiency verified. SYSTEM SPECIFIC C403.2.3 Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. ❑ labeled for replacement only as per Footnote b to Table C403.2.3(3). SYSTEM —SPECIFIC C403.2.4.1 Mechanical Heafing and cooling to each zone is controlled by a thermostat control. Minimum one humidity control device per installed humidification/dehumidification system. SYSTEM —SPECIFIC C403.2.4.1.1 Mechanical Heat pump controls prevent supplemental electric resistance heat from coming on when not needed. HVAC C403.2.4.1.2 Mechanical Thermostatic controls have a 5 A°F deadband. 0 HVAC C403.2.4.1.2 Mechanical Thermostatic controls have a 5 A°F deadband. ❑ HVAC C403.2.4.1.3 Mechanical Temperature controls have setpoint overlap restrictions. HVAC C403.2.4.2.1, Mechanical Automatic Controls: Setback to 55"F (heat) and • • C403.2.4.2.2 85°F (cool); 7-day clock, 2-hour occupant , 0 ' 0000 000 override, 10-hour backup • • • SYSTEM —SPECIFIC C403.2.4.2.3 Mechanical Systems include optimum start controls. ❑• HVAC C403.2.4.5, Mechanical • Snowrice melting system sensors for future 00000 Cl 0 ; • C403.2.4.6 connection to controls. Freeze protection syyj 0 0 660006 • have automatic controls installed. 0000 • 000 HVAC C403.2.6.2 Mechanical Enclosed parking garage ventilation has • • • • • automatic contaminant detection and capaci;••:• :' • 00 stage or modulate fans to 50% or less of design • 0 0 capacity. • • • 0 HVAC C403.2.9 Mechanical HVAC ducts and plenums insulated. Where bucts ' 13 00 0 ❑ 000 • or plenums are installed in or under a slab, • • • • verification may need to occur during Foundatoo 0 • • • • :0* SYSTEM —SPECIFIC C403.2.9.1.3 Mechanical Inspection. Ductwork operating >3 in. water column requires ' 0 • ' air leakage testing. SYSTEM —SPECIFIC C403.4.1.2 Mechanical VAV fans have static pressure sensors located so El controller setpoint <=1.2 w.c.. SYSTEM —SPECIFIC C403.4.2.2 Mechanical Two -pipe hydronic systems using a common ❑ 0 El distribution system have controls to allow a deadband >=150F, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to <=30 OF. SYSTEM —SPECIFIC C403.4.2.3.3 Mechanical Two -position automatic valve interlocked to shut off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM —SPECIFIC C403.4.4.5, Mechanical Zone controls can limit simultaneous heating and ❑ ❑ ❑ C403.4.4.5.1-4 cooling and sequence heating and cooling to each zone. SYSTEM —SPECIFIC C403.4.5 Mechanical Condenser heat recovery system that can heat water to 85°F or provide 60% of peak heat rejection is installed for preheating of service hot water. SYSTEM —SPECIFIC C403.4.6 Mechanical Hot gas bypass limited to: <=240 kBtu/h - 50% capacity, >240 kBtu/h - 25% capacity SYSTEM —SPECIFIC C404.3 Mechanical Heat traps installed on non -circulating storage water tanks. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 12 of 20 SYSTEM —SPECIFIC C404.3 Mechanical Heat traps installed on supply and discharge piping of non -circulating systems. SYSTEM —SPECIFIC C404.3 Mechanical Heat traps installed on supply and discharge ❑ piping of non -circulating systems. SYSTEM —SPECIFIC C404.6.1 Mechanical Controls are installed that limit the operation of a ❑ 0 0 recirculation pump installed to maintain temperature of a storage tank. System return pipe is a dedicated return pipe or a cold water supply pipe - SYSTEM —SPECIFIC C404.6.1, C404.6.2 Mechanical Automatic time switches installed to automatically switch off the recirculating hot-water system or heat trace. SYSTEM —SPECIFIC C404.9.1 Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. SYSTEM —SPECIFIC C404.9.2 Mechanical Time switches are installed on all pool heaters and pumps. SYSTEM —SPECIFIC C404.9.2 Mechanical Time switches are installed on all pool heaters ❑1:1 ❑ and pumps. SYSTEM —SPECIFIC C404.9.3 Mechanical Vapor retardant pool covers are provided for 0 ❑ heated pools and permanently installed spas. Controls C405.2.1 Interior Lighting Lighting controls installed to uniformly reduce the lighting load by at least 50%. Controls C405.2.1 Interior Lighting Occupancy sensors installed in required spaces. Controls C405.2.1, Interior Lighting Independent lighting controls installed per ❑ C405.2.2.3 approved lighting plans and all manual controls readily accessible and visible to occupants. 0000 Controls C405.2.2.1 Interior Lighting Automatic controls to shut off all building lighing . ❑' .. ' • • • installed in all buildings. • • • Controls C405.2.3 Interior Lighting 9 9P Daylight zones provided with individual contr G�•••• ' �•• •0 ••• that control the lights independent of generallgv, • • • • lighting. • • • Controls C405.2.3, Interior Lighting Primary sidelighted areas are equipped with • "". ❑; .� • ' C405.2.3.1. required lighting controls. • • • • • • • • C405.2.3.2 •••••• • • ••� Controls C405.2.3, Interior Lighting Enclosed spaces with daylight area under .. .. ❑' •©, ; 0 � • � C405.2.3.1. skylights and rooftop monitors are equipped 4111 • • C405.2.3.3 required lighting controls. • • • Controls C405.2.4 Interior Lighting Separate lighting control devices for specific uses ' . • • installed per approved lighting plans. • • • Wattage C405.2.4 Interior Lighting Additional interior lighting power allowed for " ' ❑; M • El' special functions per the approved lighting plans • and is automatically controlled and separated from general lighting. Controls C405.2.5 Exterior Lighting Automatic lighting controls for exterior lighting ❑ installed. Controls will be daylight controlled, set based on business operation time -of -day, or reduce connected lighting > 30%. Wattage C405.4.1 Interior Lighting Interior installed lamp and fixture lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Mandatory Additional Eff C406.4 Project Enhanced digital lighting controls efficiency package: Interior lighting has following enhanced lighting controls in accordance with Section C405.2.2: Luminaires capable of continuous dimming and being addressed individually, — 8 luminaires controlled in Mandatory Additional Eff C406.6 Project Dedicate outdoor air system efficiency package: ❑ El 0 Buildings with hydronic and/or multiple -zone HVAC systems are equipped with an independent ventilation system designed to provide >_ 100-percent outdoor air to each individual occupied space, as specified by EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 13 of 20 Mandatory Additional Eff C406.7, C406.7.1 Project HVAC C408.2.2.1 Mechanical HVAC Testing 4.' Post Construction Post Construction Fenestration Post Construction Post Construction Post Construction Post Construction Post Construction Post Construction Post Construction Post Construction Post Construction C408.2.2.1 C408.2.3.2 Mechanical Mechanical Enhanced Service Water Heat System efficiency package. One of the following SWH system enhancements must satisfy 60 percent of hot water requirements, or 100 percent if the building otherwise complies with heat recovery per Section C403.4.5: Waste heat re Air outlets and zone terminal devices have means ❑ ❑ El for air balancing. Air outlets and zone terminal devices have means for air balancing. HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. C303.3, C408.2.5.2 Interior Lighting Furnished O&M instructions for systems and U U U equipment to the building owner or designated representative. C303.3, C408.2.5.3 Mechanical Furnished O&M manuals for HVAC systems within 90 days of system acceptance. C402.4.2.2 Envelope Skylights in office, storage, automotive service, manufacturing, non -refrigerated warehouse, retail store, and distribution/sorting area have a measured haze value > 90 percent unless designed to exclude direct sunlight. C408.2.1 Mechanical Commissioning plan developed by registered design professional or approved agency. C408.2.3.1 Mechanical HVAC equipment has been tested to ensure: • • proper operation. " ' 0 • C408.2.3.3 Mechanical Economizers have been tested to ensure properEl T760 00, operation. • • • • • • • ••• C408.2.4 Mechanical Preliminary commissioning report completedand • �; • • certified by registered design professional or • • • • • • • approved agency. • • • • • • • • • • • C408.2.5.1 Mechanical Furnished HVAC as -built drawings submitted, • • • �� .�. ; • • • within 90 days of system acceptance. C408.2.5.1 Interior Lighting Furnished as -built drawings for electric power ; • �� systems within 90 days of system acceptancep. • • C408.2.5.3 Mechanical An air and/or hydronic system balancing rephis * ; provided for HVAC systems. 'r=� • C408.2.5.4 Mechanical Final commissioning report due to building owner within 90 days of receipt of certificate of C408.3 Interior Lighting occupancy. Lighting systems have been tested to ensure ❑ proper calibration, adjustment, programming, and operation. EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 14 of 20 Input Data Report Project Information Project Name: GYM Project Title: GYM Address: 9723 NE 2AVE State: FI Zip: 33138 Owner: Building Type: Gymnasium Building Classification: Renovation to existing building No.of Stories: 1 GrossArea (SF): 2,560 Bldg. Rotation: None Zones No Acronym Description Type Area Multi Total Area lsfl • s • 1 GYM GYM CONDITIONED 2560.0 • • • • • •356��4 ... • : • ••..•• . • • • •••••• Spaces .... .... ..f... No Acronym Description Type Depth Width ; Heig%& Mult' Total TOM... )Rl IN'tft] ' ; .46*1 Vol[cfl • .•R In Zone: GYM I GYM GYM Exercise Area (Gym) 1.00 2560.00 10.00 1 2560.0 25600.0 ❑ Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire [WI Ctrl pts In Zone: GYM In Space: GYM 1 Compact Fluorescent General Lighting 8 60 480 Manual On/Off 2 ❑ EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 15 of 20 Walls (Walls will be rotated clockwise by building rotation value) No Description Type Width H (Effec) Multi Area Orient Cond- Heat Dens. R-Value IN IN plier [sf] ation uctance Capacity [Ib/cq [h.sEF/Btu[ [Btu/h.sf.Fl [Btu/sEF] In Zone: GYM 1 NORTH Construct 1060 15.75 10.00 1 157.5 North 0.3001 9.279 63.44 3.3 ❑ 2 WEST Construct 1060 30.00 10.00 1 300.0 West 0.3001 9.279 63.44 3.3 3 SOUTH Construct 1060 80.00 10.00 1 800.0 South 0.3001 9.279 63.44 3.3 4 EAST Construct 1060 30.00 10.00 1 300.0 East 0.3001 9.279 63.44 3.3 Windows (Windows will be rotated clockwise by building rotation value) No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area In Zone: GYM In Wall: EAST WALL 1 WINDOW East 2 DOOR East In Wall: WEST WALL 1 WINDOW West 2 DOOR West [Btu/hr sf F] No 1.2500 0.82 0.76 No 1.2500 0.82 0.76 No 1.2500 0.82 0.76 No 1.2500 0.82 0.76 IN IN ry*?". [sf] • •••••• • •• •• •••••• 3.08 ..,ft 7o 1 � 12.8��;� • 6.00 •- 6!66 � 17••%: 40.1 •••• • 3.50 ' 8.0 tt.••;• 168.0•••• • 6.00 8!00- 1 48.0 :. • • • •• • • •• • 0*00 Doors No Description Type Shade? Width H (Effec) Multi Area Cond. Dens. Ht Cap. R IN [ft] plier [sf] [Btu/h.sEF] [lb/cf] [Btu/sE [h.sEF/ F] Btu] In Zone: In Wall: EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 16 of 20 Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value IN IN plier [sf] [deg[ [Btu/h.Sf. F] [Btu/sf. F] [Ib/cf] [b.sf.F/Btu In Zone: GYM 1 GYM 0.5 Ply/35/8" Mtl 82.50 31.10 1 2565.8 0.00 0.0444 1.01 8.59 22.5 ❑ std@24"oc/R19/0.5" Gyp Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multi- Area Total Area [Btu/hr sf F] IN IN plier [Sf] [Sf] . . .... ...... In Zone: """ " " ' • • • In Roof: """ • : •.. •: • • . • • • . • Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap.•'111ris. R-Value IN [ft] plier [sf] [Btu/h.sEF [Btu/sf. F] [Ib/cf[ [h.sEFBtu In Zone: GYM 1 GYM 1 ft. soil, concrete 82.50 31.10 1 2565.8 0.2681 34.00 113.33 3.73 floor, carpet and rubber pad EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 17 of 20 Systems AHU-1&2 System 2 Constant Volume Air Cooled No. Of Units Split System < 65000 Btu/hr 2 Component Category Capacity Efficiency IPLV 1 Cooling System 48000.00 14.00 6.00 ❑ 2 Heating System 17100.00 1.00 ❑ 3 Air Handling System -Supply 1200.00 0.30 ❑ 4 Air Handling System - Return 940.00 0.30 ❑ 5 Air Distribution System (Sup) 6.00 ❑ 6 Air Distribution System (Ret) 6.00 ❑ Plant � � .. ••�• ������ • Equipment Category Size Inst.NoEtL•.:. • • IPLV • • • . ••.••• 00000 • • . • Water Heaters ' • W-Heater Description Capacity Cap.Unit I/PRt. Efficiency Loss Ext-Lighting Description Category No. of Watts per Area/Len/No Control Wattage Lumin- Lumin- IsVft/No] Type [w] aires aire EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 18 of 20 Piping Operating Insulation Nomonal pipe Insulation Is No Type Temp Conductivity Diameter Thickness Runout? [F] [ Btu-in/h.sEF] [in] [in] Fenestration Used Glass Name Glass Type No. of SHGC VLT Conductance Panes [Btu/h.sf.F] ASHULSg1CIrAll User Defined 1 1.2500 0.8200 ;0.76(h •""• """ Frm • • • • • ...... .. .. ...... Materials Used *Gee ...... • .... . ..... ...... . . ..... Only RValue Thick Coado • : Density • Sp. Heat • Mat No Acronym Description R-Value [h.sEF/Btu] IN uotrvity • [Ib/e>f� •�Btu/Ib.F? • • • - Used [Bte/h.ft.F • • _ • 187 Matl I87 GYP OR PLAS No 0.4533 0.0417 0.0920 50.0b' • • 0.2000 ❑ BOARD,1/21N 178 Nfat1178 CARPET W/RUBBER PAD Yes 1.2300 ❑ 265 Mat1265 Soil, I R No 2.0000 1.0000 0.5000 100.00 0.2000 ❑ 48 Mat148 6 in. Heavyweight concrete No 0.5000 0.5000 1.0000 140.00 0.2000 ❑ 105 Matl105 CONC BLK HW, 8IN, No 1.1002 0.6667 0.6060 69.00 0.2000 ❑ HOLLOW 269 Mat1269 .75" ISO BTWN24" oc No 2.2321 0.0625 0.0280 4.19 0.3000 ❑ 211 Matl211 POLYSTYRENE,EXP.,1/21N No 2.0850 0.0417 0.0200 1.80 0.2900 ❑ 23 Matl23 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 ❑ EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 19 of 20 Constructs Used Simple Massless Conductance Heat Cap Density RValue No Name Construct Construct [Btu/b.sf.F] [Btu/sf.F] [lb/ct] [h.sf.FBtu] 1017 0.5 Ply/35/8" Mtl No No 0.04 1.01 8.59 22.5 ❑ std@24"oc/R19/0.5" Gyp Layer Material Material Thickness Framing No. IN Factor 1 211 POLYSTYRENE,EXP.,1/21N, 0.0417 0.000 ❑ 2 23 6 in. Insulation 0.5000 0.000 ❑ 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 ❑ Simple Massless Conductance Heat Cap Density RValue No Name Construct Construct [Btu/h.sEF] [Btu/sEF] [Ib/cf] [h.sf.FBtu] 1057 1 ft. soil, concrete floor, carpet and No No 0.27 34.00 113.33 3.7 ❑ rubber pad . r .. Layer Material Material Thickness : • %"Ming • • �: No. [ft] Vactor • ` • : • •••••• 1 265 Soil, 1 ft 1.0000 • • • • • • 0.000 • ' 2 48 6 in. Heavyweight concrete 0.5000 • • • • 0.000: • .. �: • • 3 178 CARPET W/RUBBER PAD �' �' 0.000 • • .' . ; ... Simple Massless Conductance Heat Cap • laensity • avalue • • • • : • No Name Construct Construct [Btu/h.sEF] [Btu/sf.]W] •[Ib/cf] :0 tb s?F/Btu] • • 1060 Construct 1060 No No 0.30 9.28 63.44 �?3 • Layer Material Material Thickness Framing No. [ft] Factor 1 105 CONC BLK HW, 8IN, HOLLOW 0.6667 0.000 ❑ 2 269 .75" ISO BTWN24" oc 0.0625 0.000 ❑ EnergyGauge Summit® Fla/Com-2017. TAM 2017-1.0 Compliant Software. Effective Date: Dec 31, 2017 Florida Building Code, Sixth Edition (2017) - Energy Conservation IECC 2015 - Total Building Performance Compliance Option 2/28/2019 Page 20 of 20