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HomeMy WebLinkAboutEngineeringJob Truss Truss Type Qty Ply Jacobsen Homes 216 FL 75913 M834101 MONO TRUSS 1 1 Ref. #2162337 Universal ForesttQroducts Inc., Grand Rapids, MI49525, Weston Gorby 7.520 a May 8 2014 MiTek Industries, Inc. Mon Nov 17 09:51:12 2014 Page 1 of 1 Copyright 9 2014 Universal Forest Products, Inc. All Rights Reserved 3-3-4 13-2-14 r 3-2-14 Opt. Cantilever Detail P PROVE 1x3411 O 3.69 F12 2.5x4 \\ O 3 Z w 3.2-0 7i h Max Grav 7=496 Max Horz 7=379(LC 5) U o Max Uplift 7=997(LC 5) 3x3 % T1 PyyONE 1 W2 -- 3x3 = 7 6 5 2.5x3 11 3x3 11 3x4 3-3-4 1 3-2-14 , 3-2-14 9-9-0 Plate Offsets X,Y — 1:0-2-6,0-0-4 , 2:0-1-8,0-1-4 , 3:0-1-8,0-1-0 , 5:0-1-12,0-1-4 , 6:0-1-4,0-1-8 SPACING-: 2-0-0 SPACING-: 1-4-0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.41 Vert(LL) 0.08 7 >999 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.19 Vert(TL) 0.07 7 >999 180 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES WB 0.47 Horz(TL) -0.02 5 n/a n/a BCLL 0.0 ' BCLL 0.0 ' Code FBC2010/TPI2007 (Matrix) Weight: 32lb BCDL 7.0 BCDL 10.5 FT = 0% LUMBER- -BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc BOT CHORD 2x4 SPF No.2 purlins, except end verticals. WEBS 2x3 SPF Stud BOT CHORD Rigid ceiling directly applied or 4-5-7 oc bracing. REACTIONS. (Ib/size) 1=323/0-3-8 (min. 0-1-8), 5=323/Mechanical Max Horz 1=379(LC 5) Max Uplift 1=-487(LC 5), 5=-606(LC 5) FORCES. (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-727/1347, 2-3=-407/705, 3-4=-66/13, 4-5=-66/214 BOT CHORD 1-7=-1686/665, 6-7=-1686/665, 5-6=-920/367 WEBS 3-5=-436/1095, 2-7=0/104, 3-6=235/190, 2-6=-313/804 E-signed by Kevin Freeman NOTES- �ii11 itr' 1) This truss has been checked for uniform roof live load only, except as noted.�iN 2) Wind: ASCE 7-10; Vult=180mph (3-second gust) Vasd=139mph @24in o.c. TGDL=2.8psf; BCDL=2.8psf; (Alt. 180mph @16in o.c.; TCDL=4.2psf; BCDL=4.2psf); h=35ft; Cat. ll; Exp D; Encl., GCpi=0.18; MW FRS (envelope) �w•:�G+� *.� gable end zone and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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 3-6-0 tE 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 487 lb uplift at joint 1 Cv% and 606 lb uplift at joint 5. 6) Fixity of member 5 - 4 has been changed. it 1-, ly�s� .0 4` The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 11 /17/2014 not necessarily the current state building code. The engineering seal is not an approval to use in a specific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. ®WARNING - Verify design and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE parameters Truss shall not be cut or modified without approval of the truss design engineer. PHONE (616)-364-6161 FAX (616)-365-0060 GRAND RAPIDS, MI 49525 This component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise UN. Madison, WI 53719 J.,\supportlMitekSupp\templates\ufp.tpe Job Truss Truss Type Qty Ply Jacobsen Homes 216 64315 M699501 MONO TRUSS 1 1 M42137F Job Reference o tional Universal Forest Products Inc., Grand Rapids, MI49525, Peggy Beckett 7.330 a Feb 17 2012 MiTek Industries, Inc. Wed Jul 18 12:09:22 2012 Page 1 of 1 0-" r 7-3-2 4-1-14 3x4 II 5 3.33 RE 12�-5 3x3 % 4 Opt. Cut-off 0-1-8 H T1 W5 3x3 3 (' W3 2 1 -- -- -- B7 .1 3x3 = 8 7 6 .3 II 3x3 = 3x3 = 7-0-2 4-1-14 1115-0 Pp PRO VFW ALT. CANTILEVER DETAIL ti 0 8-25-15 to Q 8 REACTIONS - Max Horz8=288(LC 5) I �% Max Uplift6=-299(LC 7), 8=795(LC 5) �O .Q c� P 3-2-0Canilever Max Grav6=216(LC2),8=580(LC.2) CARTER 94' Plate Offsets X Y : 2:0-0-5 0-1-8 3:0-1-8 0-1-4 4:0-1-8 0-1-06:0-1-8 0-1-4 :0-1-8,0-1-4 SPACING: 2-0-0 SPACING: 1-4-0 SPACING 2-0-0 CSI DEFL in (loc) lldefl L/d PLATES GRIP LOADING (psf) LOADING (psf) Plates Increase 1.25 TC 0.58' Vert(LL) 0.11 7-8 >999 240 MT20 197/144 TCLL 20.0 TCLL 30.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.09 7-8 >999 180 TCDL 7.0 TCDL 10.5 Rep Stress Incr YES WB 0.38 Horz(TL) -0.03 6 n/a n/a BCLL 0.0 ' BCLL 0.0 ' Code FBC2010/TP12007 (Matrix) ` Weight: 31 lb BCDL 7.0 BCDL 10.5 FT = 0% LUMBER BRACING TOP CHORD 2x3 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins, except end vertical] BOT CHORD 2x3 SPF No.2 BOT CHORD Rigid ceiling directly applied or 4-2-1 oc bracing. WEBS 2x3 SPF Stud REACTIONS (Ib/size) 6=323/Mechanical, 2=35310-3-8 (min. 0-1-8) E-signed by Kevin Freeman Max Horz2=288(LC 5) Max Uplift6=-467(LC 7). 2=459(LC 5) Max Grav6=379(LC 2), 2=416(LC 2) FORCES(Ib)- Maximum Compression/Maximum Tension ��s� •.+* �p 2-3=-940/1152, 3-4=-550/637, 4-5=-53/6, 5.6=-94/195 >t✓ • I TOP CHORD 1-2=0/1, yF++ BOT CHORD 2-8=1396/870, 7-8=-1396/870, 6-7=-800/505 WEBS 3-8=0/121, 3-7=-377/615, 4-7=-124/216, 4-6=548/869 Na NOTES 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-10; Vult--150mph (3-second gust) Vasd=116mph @24in o.c.; TCDL=2.Bpsf; BCDL=2.8psf, (Alt. Vult=180mph @161n o.c.; TCDL=4.2ps BCDL=4.2psf); h=35ft; Cat.11; Exp D; Encl., GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone; cantilever left exposed ;C-C fc �— members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 r. 3) This truss has been designed for basic load combinations, which include cases with reductions for multiple concurrent live loads. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) P g ' This truss has been designed for a live load of 20.0 sf 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. truss to bearing capable of withstanding 467lb uplift at joint 6 and 459 lb uplift at joint 2. 6) Provide mechanical connection (by others) of plate The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 7/18/2012 not necessarily the current state building code. The engineering seal is not an approval to use in a speiific state. The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. EAST ' ®WARNING -Verify design parameters and READ NOTES. PHONE(Bis}a64-6161 FAX�616)-365-006028GRAND RAPI S01 MI495 5E This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is responsible for lifting methods and system design. Builder responsibilities are defined under TPI1. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult BCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA, 6300 Enterprise LN, Madison, WI 53719 J:\support\MitekSupp\templates\ufp.tpe d opyright 2012 by: Universal Forest Products, Inc. AU41ydCf(4S'9rVfCV-$ L4hVr,7t0'Yy 70-7- 6ry44: Okj�y Road, Suite 100 Laigo Fldfjd -14V2 V Mm TEIWKQ.Lo st . . . . . . . . plii 0640 I)ATice 900335,7355 !WWR9 MWP4 Clidut. HWC & Assdciate�- 0610;1M, Jim L yons 1bon4Werno.r., CeAssoo-,.,fiic. f bweengxorri 1627 South-MY-rdeAveme, % SAwplo DeSicn- Towito $aroqgo-s Potis Pa y IM29 Date Reecived: 6/21-1201-3 Date ReporUd. 6/241-7013 hi -Serape Tesk. Wthodg.- Tep!ffle Auajy3t.-I'.arraid JucldSon- FIDUrhurricane straps .-alvai4ze4 1-114":x-2APx,0;Q3i-, ] . 169529,,twete ircceived to determine the tensile and. yield s1r4ngffis.. The straps were tested at -their full wfilthand thickness using a Tinius Olsen LGCap tensile f�s1ear wft a 3%,0M.poun'd cafilkatim due 10,124[1,3. Resufftt Table -A -�,Vewsffo resulir, Spocimen Width Tkck4m4s Pi4 Peak sfte"• Udd Ylefil Str-erigai (psi) Elongofloa (0/0) 1 L250� Q;Q310. 55373� 1, 16 5,425, 1. llojq 1 4 -7 —F2-4 f0j -73' 4.5- 3 1 -- -249 - '04375 5M.3 1, .1 M%ft- 7 5FT! Ill 4 4 1 - 25 A #005- 11 . '-ft $51, " .5 10 JVTA PwiqxiWJvz&?W .1 mwf. ThL rucoadiw tat ci V, Author. Ron-41dl;ilcsoil A N6i,- UVA, n't MT 4 P-T-4 Whcr,- indicated. -the gbcmo-testin&iS.aca4�itcdb;-the A=Cri, Cl=nical tuaing R-06— A2LA Cc&f Ica!& *-101-01 1,4ecfianitafTestineFiOd—A-2LkCartiricaLL9 1171.02 71 -.63, ef)o " Daft` - -' r (CD CD _ cD 8--25-)15- to Accredifinion Old t� a #1 c I� t 1 /IAAW = 10 W L c? - ul •• c = S:ovq C =. PuVr Aso = �u�z • d•� -- 3��`i C • 0.6 - U27 1 C VAso CMRN : 3s) -- Pl.�i��c = 3 X') v c 7.y Use: desy� aT V SD = ISDYApi. &x *J rnri► = 3S-E't 4'or VKcs ejpnsKrt 4+' l Pp PRO V _ ��♦� 8/25/2015 - _ Q 8-25-15 ? ����PEI. ('..TOg'i�i�, ���.��G: vv°eNSF .o•,�� • z tn W No -63602 =, PTER e R 3.5602 19 f 25'-6" FIRE WALL 71ONSRTDALL 5/8" TYPE X MR ON TH15 SIDEWALL (OUTSIDE ONLY) 17'-8" I f 5'-8" 1 301 2" X 121/47 31 gig w/kASS _._ � — I I — FIRE WALL INSTALL 5/8" TYPE X MR BOARD ON THIS ENDWALL (OUTSIDE ONLY) 13'-10"— 1 7'-10" PpPROVFO 8— 25-15 X N rM-,,,w(2 LJ \RTER 37'-6" SpLaSalleBristol Manufacturing Engineered System Using Overhead Graduated Flex Ducts w/ Ceiling Diffusers for Up -Flow Split A/C O I O © 07-15-2015 (21W) Ov-n ON —FRAME 2x8 HIH APPLICATION ENGINEERING INTERNATIONAL MECHANICAL CODE - Chapter 4 Ventilation Worsheei Manufacturer: JACOBSEN HOMES Model #: MCP-2194-M960 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A (2014) Prepared by LaSalle Air Systems 8/5/2015 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Actual Orientation HEATING LOAD: 13,723 Btuh at 17 REITD BLOWER CFM: 579 cfm at altitude of 40 ft SENSIBLE CLG LOAD: 11,556 Btuh at 96 Entering Air DRY Bulb: 75.8 Mach. Ventilation : 18 LATENT CLG LOAD: 2,210 Btuh at 96 Entering Air WET Bulb: 60.9 Entering Air RH: 51 % GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 outside RH: 48 % Natural or Mechanical: Test the i-nfiltration at 50 Pa should result in 552.5 CFM infiltration being 5.319 ACH (to be confirmed by testing) (5 ACH = 519 CFM) (3 ACH = 311 CFM) Mechanical ventilation is not required, Natural ventilation is sufficient Natural Ventilation Meets IMC 2012 Chapter 4 Openable Area Openable Area ROOM NAME Room Area Required Built ROOM NAME Room Area Require Built Bedroom #1 161.4 6.4 7.50 0.0 1.2 0.00 Hall 30.0 1.2 - -0.00 - 0.0 2.4 0.00 Bath #2 61.4 2.4 4.17 0.0 7.3 0.00 Living Room 184.7 7.3 17.50 0.0 3.6 0.00 Dining 90.0 3.6 10.00 0.0 4.3 0.00 Kitchen 108.3 4.3 4.17 0.0 2.2 0.00 Bath #1 56.7 2.2 1.25 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 0.0 0.0 0.00 TOTAL 692.5 48.4 44.58 Mechanical Ventilation is Not Required " Outdoor Exhaust SPACE CLASSIFICATIONS Private Living Area Private Kitchen Private Baths Total Occupancy Area Air Air 2.0 466.1 37.9 0.0 0.0 108.3 0.0 31.3 0.0 118.0 0.0 50.0 0.0 0.0 0.0 0''0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.0 692.5 0.0 0.0 Air ZONE AIR DISTRIBUTION Flow Ceiling Supply of Warm Air/Ceiling Return 399.6 Ceiling Supply of Warm Air/Ceiling Return 69.01 Ceiling Supply of Warm Air/Ceiling Return 109.4 0 0 0 ° u 8- 25-15 M fn 'IRTER 578 System Ventitlation Efficiency: =1 APPLICATION ENGINEERING EQUIPMENT SELECTION AND SIZING WORKSHEET (MANUAL S) Manufacturer: JACOBSEN HOMES Model #: MCP-2194-M960 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A (2014) Prepared by LaSalle Air Systems 8/5/2015 All rights reserved. This information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES RESULTS FROM MANUAL-J CALCULATIONS: Actual Orientation HEATING LOAD: 13,723 Btuh at 17 REQ'D BLOWER CFM: 579 cfm at altitude of 40 it SENSIBLE CLG LOAD: 11,556 Btuh at 96 Entering Air DRY Bulb: 75.8 ° Mech. Ventilation: 18 LATENT CLG LOAD: 2,210 Btuh at 96 Entering Air WET Bulb: 60.9 ° Entering Air RH: 51 GRAINS DIFFERENCE: 60 Outside wet bulb: 74.7 ° outside RH: 47.9 FILL IN THE DATA FROM THE H.V.A.C. EQUIPMENT DATA CHARTS: (Do not use ARI Ratings!) Air handler model #: Condenser model #: Blower Data Select blower speed in COOLING mode: Blower CFM is from 401 to 542 for Total (External) Static Pressure of 0.6 to 0.8 =Electric, Gas or Oil Furnace Select blower speed in HEATING mode: Output Btuh is from 14408 to 19211 Blower CFM is from 240 to 284 for Temp. rise of 55-65 Blower CFM is from 284 to 347 for Temp. rise of 45-55 PppRO�fO Blower CFM is from 347 to 446 for Temp. rise of 35-45 �� v Cooling Equipment S/T Ratio = 0.83 Leaving Temp = 48.3 TD = 26.7 � 8- 25 -15 N At 96F outside, Total A/C output from 14041 btuh to 15830 btuh is GOOD. Z w At 96F outside, Total A/C output from 15830 btuh to 16519 btuh is MARGINAL. Sensible Capacity is from 10450 btuh to 12660 btuh yF,Q y50 Latent Capacity is from 2165 btuh to 3315 btuh Cq P T r o 4L P Mechanical Ventilation is 3.7 % of blower cfm. Dry bulb increases by: 0.7 ° Wet bulb increases by: 0.4 ° =Heat Pump with Supplemental Heating Coils Data from performace charts Data from load calculation btuh at F outside 0 btuh at 72 F outside btuh at F outside 13,723 btuh at 17 F outside At winter design temperature of 17 F outside, the distance between the lines is btuh which is the Supplemental Heat divided by 3400 = KW. APPLICATION ENGINEERING DUCT AIR FLOW AND SIZING WORKSHEET (MANUAL D) Manufacturer: JACOBSEN HOMES Model M MCP-2194-M960 901 4th St North HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Safety Harbor, FL 34695 Design Zone: FL, Region 2A (2014) Prepared by LaSalle Air Systems 81512015 All rights reserved. This imbnnation proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations include factors for duct air temperature change and pressure drops through ducts. All joints are tightly fitted or sealed. Blower CFM 472 @ 0.7 E.S.P. TEL= 387.1177 FR= 0.1007 (A/C Coil included) Altitude = 40 ft User Input BRANCH DUCT LISTING ANALYSIS Elec (Altitude Adj.) F Final Final ' BR Trunk Metal F. G. Flex Bends/ Total Eq. Heat Cool Heat Cool Design Round Rectangle Size Round Velocity # # (ft) (ft) (ft) Fittings(ft; Length Btuh Btuh cfm cfm cfm Size (i.d.) x (i.d.) Size fpm 1 Bedroom #1 3 0 4 17 287 308.0 3,059 3,031 111 99 111 5.80 7.0 415.9 2 Bath#2 3 0 4 7 315.5 326.5 1,685 1,266 39 41 41 4.08 5.0 304.2 3 Living Room 3 0 4 9 284.6 297.6 1,283 1,445 47 47 47 4.16 5.0 347.2 4 Living Room 3 0 4 17 287 308.0 11990 2,241 72 73 73 5.03 6.0 373.9 5 Bath #1 2 0 4 12 321.1 337.1 1,234 1,057 45 35 45 4.24 5.0 328.9 6 Kitchen 2 0 4 15 228.9 247.9 1,479 1,625 54 53 54 4.16 5.0 394.1 7 Dining 2 0 4 23 231.3 258.3 2,745 2,484 100 81 100 _ 5.29 6.0 508.0 N/A Other Rooms 1,010 740 13,723 13,766 468 431 472 10 8-25-15 >a N tw 94. TRUNK DUCT LISTING ANALYSIS TRUNK # 1 4 90 94.0 13,723 13,766 472 8.16 14.0 441.3 TRUNK # 2 4 94 98.0 12,$75 13,149 472 8.19 14 18 17.3 269.6 TRUNK # 3 4 194.551 198.6 7,418 7,983 273 7.40 12.0 348.1 TRUNK # 4 - 0 0 0 TRUNK # 5 - 0 0 0 TRUNK # 6 0 0 0 TRUNK # 7 0 0 0 TRUNK # 8 0 0 0 TRUNK # 9 0 0 0 TRUNK # 10 0 0 0 TRUNK # 11 0 0 0 TRUNK # 12 0 0 0 TRUNK # 13 0 0 0 TRUNK # 14 0 0 0 TRUNK # 15 3 0 LONGEST RETURN DUCT 50 50 472 7.82 19 19 20.8 188.2 APPLICATION ENGINEERING o 8-25-15 FOR HEATING AND COOLING Im JACOBSEN HOMES 901 4th St North yF,p Pyy° Safety Harbor, FL 34695 ogRTER Manufacturer's Model #: MCP-2194-M960 HVAC System Type: OVERHEAD GRAD FLEX FOR UP -FLOW (SPLIT A/C) Prepared By LaSalle Air Systems 81512015 (Method & Output 2015) All rights reserved: this information proprietary to LaSalle Bristol Co. and JACOBSEN HOMES Calculations on this page are based on design standards set forth in ASHRAE and ACCA Manuals J Rev 8.2 and D Rev I.I. System registers are located for best distribution based on Manual T. Design calculations are based on ACTUAL orientation. Room loads may vary based on actual conditions. ENTIRE HOUSE VALUES - DESIGN ZONE: FL, Region 2A (2014) 30N Latitude COOLING LOAD: 13,766 Btuh for Outside Temp/Humidity of 96 ° F ( 35 C)/ 48% and Inside reduced to 75 ° F (23 C)/ 50% HEATING LOAD: 13,723 Btuh based on outside temp of 17 ° F (-9 C) with inside temp raised to 72 ° F (22 C) Crawlspace is not heated by the primary air handler. Actual UA =164.1 Max UA (Table R402.1.2) = 204.4 Use net wall area, not gross wall CONSTRUCTION DETAILS & U / SHGC VALUES: (22+Non-ins Rim -19 - 30) GREEN ORIENTATION Total Cond. Floor Area: 692.50 s.f. TRUE Outside Perimeter. 129.67 ft Level 1 Ceiling: 108 to 108 in. Level 2 Ceiling: 0 to 0 in. Level 3 Ceiling: 0 to 0 in. Primary Wall Area: 1037.40 s.f. (Net) Dark Roof(U): 0.032 Net Roof Area (less ducts): 638.4 s.f. Secondary Wall Area: 0.00 s.f. (Net) Prim Wall (U): 0.059 FLOOR DUCTS (U): n/a TOTAL Low-E window 89.17 s.f. Sec Wall (U): 0.030 ATTIC DUCTS (U): 0.125 TOTAL S.G.D. 0.00 s.f. Exp Floor(U): 0.044 EXT. DUCTS (U): 0.125 TOTAL Glass Block 0.00 s.f. Low-E wi 0.350 / 0.28 ATTIC DUCT AREA: 65.59 s.f. exposed TOTAL Skylite 0.00 s.f. S.G.D. 0.480 / 0.39 EXT. DUCT AREA: 0 s.f. exposed TOTAL Doorl Area: 40.43 s.f. Glass Blc 0.630 / 0.51 PEOPLE: 2 2686.5 Btuh Total Appliances TOTAL Door2 Area: 0.00 s.f. Skylite 0.790 / 0.64 FIREPLACES: 0 All Glass % of Floor: 12.88 % Door 1: 0.460 DUCT GAIN: @ Semi -Tight 863 Btuh @ 94 To/ 49 TD All Glass % of Wall: 7.64 % Door 2: 0.670 DUCT LOSS: 1143 Btuh @ 95 TD LATENT GAIN: 2210 Btuh Summer Infiltr (7.5 mph): 22.5 cfm Mech. Ventilation : 17.8 cfm ( 8.4 Lis) Altitude: 40 ft Winter Infiltration (15 mph): 42.5 cfm @ Semi -Tight ROOM BY ROOM VALUES: 453.0 FPM, max velocity in trunk#: 3 Heat Exiting Furnace: 97 deg A/C Exiting: 47 deg Freeze Up 0.18 Max pressure at A/H Actual heating and cooling required in each room and Cooling Air Heating Air flow set to maximum of either heating or cooling Values for Values for 20 5.0 Kw Maximum A/C capacity HEATING COOLING CFM 1.5 ton unit 90 % Gas/Oil Elec Calibrated Blower Test ROOM NAME LOSS (Btu) GAIN (Btu) DIST CFM Btuh CFM Btuh E Btuh Btuh (alt adj) Bedroom #1 c 3,059 3,031 112 140 4,312 136 4,352 4,125 5,921 Hall h 847 616 28 - - - - - - Bath #2 c 1,085 1,266 46 55 1,708 54 1,723 1,633 2,353 Living Room c 3,274 3,686 131 153 4,714 149 4,758 4,509 6,494 Dining c 2,745 2,484 92 107 3,291 104 3,322 3,148 4,532 Kitchen c 1,479 1,625 61 69 2,124 67 2,144 2,032 2,927 Bath #1 h 1,234 1,057 41 54, 1,661 52 1,676 1,588 2,288 TOTALS 13,723 13,766 511 579 • 17,810 563 17,974 17,035 24,514 E Tubular Skylight Sun-Tek Tube (self flashing) 10", 14" or 21" FL13488.10 - R3 S. Structural Comp. q :Wood Conctors ne Tie-down°°Engineering = Coil:'Strap Local Approval =' Wood Connectors OI'iverrTechnologie`s CoiF Strapu Constellation Tech :r Wood Connectors Master°Craft :Eng Metal Strap Report A131394' °.. Wood Connectors Master Craft Eng. Metal Strap FL 9159.4 - R3 Wood Connectors Master Craft Eng. Metal Strap FL 9159.4 - R3 g Truss Plate M iTe k Truss connector plates FL 2197 - R5 C Engineered Lumber GP GP -Lam FL 2023.1- R5 PASS - INT ZONE ONLY I PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES fL Product Manu#actu`rer s vProduct Descr tion ;, a royal p pp Subcategory � � � � Numbeer(s) t.: a F 3. Panel Wall A Siding James Hardie Siding (5/8" Sheathing Req'd) FL 10477 - R3 Siding James Hardie CEMPLANK Siding FL 13192 - R4 Siding Nichiha USA, Inc. Cement Siding (5/8" Sheathing Req'd) FL 12098.1-R2 Siding Style Crest Vinyl Siding FL 12231.6-112 B Soffits James Hardie Hardie Soffit Panels FL 13265.1-112 4. Roofing Products A Asphalt Shingles Tamko Building Products Asphalt Shingles GAF Asphalt Shingles Owens Corning B Underlayment Underlayment Underlayment Underlayment C Cements/Coatings Cements/Coatings Tamko Building Products Tamko Building Products Johns Manville Woodland Industries Ta m ko Certainteed Corp. Asphalt Shingles Asphalt Shingles Asphalt Shingles Underlayment TW Underlayment Ice & Water Guard 15LB Felt Roof Cement Roof Cement FL 1956.1- R11 FL 10124.1 - R15 FL 10674.1- R10 FL 12328 - R5 FL 12328 - R5 FL 5307 - R4 FL 17206 - R3 FL 1960 - R5 FL 490 - R7 PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES CP-2194 (M960*) CP-2194 (M960*) ULTIMATE Design Wind Speed: 180 mph Wind Exposure Category: D Mean Roof Height: 30 ft. FLORIDA PRODUCT APPROVAL SPECIFICATION SHEET: C&C Loads Based On Allowable Stress Design as converted from the Ultimate or Strength Design As required by Florida Statute 553.842 and the Florida Administrative Code 61-G20-3-006, the information and approval numbers on the building components are listed below: 1. Exterior Doors A Swinging Dunbarton Corp. 2 Panel In -swing or Outswing - IMPACT Swinging Dunbarton Corp. 6 Panel In -swing or Outswing - IMPACT Swinging Jeld-Wen Single or Double - Outswing - IMPACT B Sliding Shwinco Architectural Sliding Glass Door - Exterior C French (Single) Custom Windows, Inc. 8700-SD Single French - IMPACT French (Double) Custom Windows, Inc. 8750-FD Double French - IMPACT 2. Windows A Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-100) Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-100) Single Hung Shwinco Architectural Series 9000 Tilt Single Hung -IMPACT (-70) Single Hung Custom Windows, Inc. 8100 - SH IMPACT Resistant - Low E (-70) FL 15341.3-R3 FL 15341.3-113 FL 14569.1-115 FL12519.2-R3 FL 14850.1-112 FL 14850.1-R2 FL8153.1-R6 FL5823.4 - R6 FL8153.4-R6 FL5823.2 - R6 2014 CODE VERSION August 21, 2015 PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY PASS - INT/END ZONES PASS - INT/END ZONES PASS - INT ZONE ONLY PASS - INT ZONE ONLY DEPARTMENT 0-f COMMUNITY AFFAIRS 106dcaia d J!o mak.ing a=`� Oldii a better' i1 to'0011 h*omo" CMAUG �3aari�x :13VILDING CODES fit- STANDARDS, PpPROAMMORANIDUM VEO 0 8-25-15 ? Tani: Rnra"rrta, 8ualiin lrtm To, Bttildin i iciai ,. u ur & Part, A- nc cs o UWJ90c Raiscd Seal: .pitti" for i anufatxtts red(Modular) Bandit gs yFR c Pr'yo gRTER S6cfi&i 553.i a el pt liP a t c�nnTteaii At, Fw,.. sp catlY ea is > �wil mol sign d wid Wiled ply fl& r i ijaufc[uel nodular):builldipgs tp be submitted,to l c . jcinwletion� I .0wain abilildOng lit- Tie _Mate fi l a� tia ratted by tiii� i pi�etm�c�t; ts. that (he plat bavc Ic tttl tlt ' u31cl�n 3a ieal'Eiy zi`stat aj Oi�,v cl Tftircl 1Ptart An* :uid ,leua�d tip ise an�i�ltkt•¢ .Ft Howcr4 any code' r+ tti at nts riot � 6,mpl6 'at ae ate a i�3 fete r ial lend subject tt %cal pbap vie and irtsT crfian iei;a���x 1te� tit "IIa� TB, C ah I tI-ariluir .. signipg. and =1 Mg ofthese,pl : hould f6llaw'16cat 06cedwim All a =z �aee rri It tic � [ tluin seEtt ? e . ma.m. age _u 11 , hi aqged.ro4is, fountiatit :e1evl ittl 1"k-up'. l Eaiet etc:)art t it ,a;t1 c ficl .,M cr*'64 It 16CM autho ity k ew' -jnrl lcti dmal �ullding The tata: of In dit ° s �ufa%r 3 �i+ slnlar l ild t"t :r ttcri its ap ar Aencl s ttialnt Ma a, Ia*,00y :MA of sl1jacd. and s6led plansthat ham e, been 3ppTovcdbya:iFlcri jivensed Modular Rio • � Vi m.-lti��etlari c�t-pecnclucattM nianu iurula'o f. }FbAalken3£esi prf44,gr1 alr e9tt1 'arc s ee ea to ott Allen l: bcal j r# acti6ri's. my r'cqfflirc copaes:of , iWk pkms r*aith thb � rae►it as pi c ac1n of :MayU4. 1 tl i12 bat .110'rklal��iil� stir ddeu l Asti`oull ao�, . t as "% ra.tRobat Ldmfizo a 10-.15 br E-fa al_ ro I (wen7i noa d e., 4:am gtt itatitt �urcycl vita m • �kt3�&iuff7aY�a�'r �:.c?.s�sg: f�iwa�3-ifir�.�s y s �IN� X�kIFA�tNki19'G°.C'�J' f�09vsFi�etR' ,gz-am-+1P? f�t��Xx2�¢�r p FLA Manuft ture%,BEmm Ottd:ber 29,,2�13, ;Dusty Rhodes ]acobsen• Homes P.ost;fiffice Box:368 . Safety Hartior, FL",34695 ', k'E: Manufacturer -Certification, ID"MFT 68; Expirat"ron Dated November 69, •2016 Dear Dusty Rhodes It is mg pleasure. to inform you that_]acobsen Homes, located at.600 Packard Crt, Safety Harbor, FL 34695, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part.I; Florida Statutes, to.manufacture Manufactured_ Buildings for installation in Florida. Construction or modification on a manufactured building cannot. begin until the Third Party Agency has approved the plans In accordance with the,current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and demand quality plans review and Inspections. Each Code change will make your plans obsolete until they Have been reviewed,: approved and indicated [on the cover.page.of the plans] for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site -related installation issues are subject to the.local authority having jurisdiction. The Department's contractor will, make unannounced monitoring visits at least once each year. You must°grant comptete`<access.to.yout manufacturing facility, and records?to. remain n, coimpliance. with the rul'es:•and regulations. of this program.. Your certification is approved.-for:three;years.from=this`daae You will receive.a.renewaI notice by, EmaiFgenerated'bytihe BGIS`:Gwww.fiordabulidna,ora for online<tenewal.. If°yoa'have questions you may contact; Robert; Lorenzo:at 850-63 7 7 15, ocu orr.FAX at.88.-414-8436. Please visit our Websit . at,www.flondat uiildin6.oro to see valuable:in rnjatioq on the Florida. ;Manufactured Bulidmgs Program. A copy"of this fetter must accompany ,appiicativns for local' �b:u Tiding 'permitst - sinCe'Ply, `Raderttorenio:: Manic actured,Buiiriings Program cc; Hdborn Werner Cartee'A4d Assoc., Inc. Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Report date: 08/05/15 Data filename: C:\Users\mhoover\Desktop\M960.rck Page 8 of 8 402.1.1, ;Ceiling insulation R-value. R- 402.2.1, ; ❑ Wood 402.2.2, ; 1 Steel 402.2.6 [Fill' S i E R- E Wood ❑ Steel ;IJComplies I See the Envelope Assemblies ❑Does Not E table for values. !,[]Not Observable ❑Not Applicable i E i E 303.1.1.2. ; Ceiling insulation installed per 1, 303.2 ;manufacturer's instructions. ! : ' LlComplies ; ❑Does Not [FI2]' marked every 3 ❑Not Observable F 300 ftzinsulation ❑Not F Applicable 402 2 3 Vented attics with air permeable 5 ❑Complies ; CF12Z]2 insulation include baffle adjacent f u,� ❑Does Not { to soffit and eave vents that E extends over insulation. ❑Not Observable ; [ � � �� � '� � � �" �'� E ❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- ; R 1❑Complies ; [FI3]' ;insulation >_R-value of the ;❑Does Not ;adjacent assembly. ! !❑Not Observable I t ;❑Not Applicable 402.4.1.2 1 Blower door test @ 50 Pa. <=5 I ACH 50 = I ACH 50 = 1❑Complies [FI17]' lach in Climate Zones 1-2, and I £ ;❑Does Not <=3 ach in Climate Zones >2. E 1 F 1❑Not Observable 1 ❑Not Applicable 403.2.2 1 Duct tightness test result of <=4 ; cfm/100 1 cfm/100 1❑Complies : [FI4]' 1cfm/100 ft2 across the system or I ftz ft2 :❑Does Not 1 <=3 cfm/100 ft2 without air !,handler I ! I❑Not Observable @ 25 Pa. For rough -in 1 { Applicable :tests, verification may need to : : :❑Not 1 ;occur during Framing Inspection. 1 1 1 I Primary air containment 1 1 1 ! !passageways are constructed and sealed per Section lC403.2.7.3 of the Florida Building !Code, Energy Conservation. 403.2.2.1 ;Air handler leakage designated omplies f [FI24]' by manufacturer at <=2 /o of ❑Does Not I design air flow.'r1Not Observable 443 l 1 Each separate heating/cooling _ LlComplies : system has a thermostat ❑Does Not I 0,3 ]Not Observable : ir_R.]Not Applicable �. , �� ��2" 2 Programmable thermostats ❑Complies 1 ,4 [FI9� installed on forced air furnaces ❑Does Not ,❑Not Observable , ❑Not Applicable 40Heat pump thermostat installed ❑Complies 1 on heat pumps. ❑Does Not Not Observable ; ❑Not Applicable ; 4A3 41 Circulating service hot water❑Complies 1 jE171�� systems have automatic or 3 a ❑Does Not a x accessible manual controls. .. � ❑Not Observable 1 ,:�. ., ❑Not Applicable Q , 11 High Impact (Tier 1) 2a Medium Impact (Tier 2)3s Low Impact (Tier 3) Project Title: Report date: 08/05/15 Data filename: C:\Users\mhoover\Desktop\M960.rck Page 7 of 8 303 1 `.-"A" insulation is labeled the ❑Complies [I 4} , �,' or the installed R-values &,� ❑Does Not ! ®; provided. ,❑Not Observable ❑Not Applicable 402 213� °�, Walls, ceilings or floors common �� ❑Complies [IN141 to separate conditioned ❑Does Not 4 tenancies are insulated to >= R= Observable a 11, space permitting. Mass❑Not ❑Not Applicable ; common walls are insulated to >= R-6. I 402.1.1, ;Floor insulation R-value. : R- ! R- :❑Complies ;See the Envelope Assemblies 402.2.E Wood `, ❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel R ❑ Steel ;❑Not Observable ❑Not Applicable 1 i 303.2, ;Floor insulation installed per ❑Complies 402.2.7 !manufacturer's instructions, and ❑Does Not [IN2]1 !in substantial contact with the w; Observable ! underside of the subfloor. ! :❑Not ❑Not Applicable 402.1.1, I Wall insulation R-value. If this is a I R- ! R- :❑Complies !See the Envelope Assemblies 402.2.5, 1 mass wall with at least 1/2 of the 1 N/ood ; ❑ Wood ;Does Not I table for values. 402.2.6 ;wall insulation on the wall : El Mass ! ❑ Mass :[--]Not Observable ! [IN3]1 'exterior, the exterior insulation requirement applies (FR10). ! ❑ Steel I I F ❑ Steel F �❑Not Applicable I E 303.2 :Wall insulation is installed per `xr lJComplies : [IN4]1 !manufacturer's instructions. as ❑Does Not i ❑Not Observable ! ❑Not Applicable I Additional Comments/Assumptions: 11 High Impact (Tier 1) 2r Medium Impact (Tier 2) 3' Low Impact (Tier 3) Project Title: Report date: 08/05/15 Data filename: C:\Users\mhoover\Desktop\M960.rck Page 6 of 8 Service water heating systems are equipped with automatic temperature controls. A separate switch permits the power supplied to electric service water systems to be turned off. A� separate valve permits the. , energy supplied to the main .° burner(s) of combustion types of service water heating systems to�a`'' be turned off._,, g Water heating equipment meets Table 404.2 minimum efficiencies of Table 1 (required C404.2 in Chapter 4 of the Ef): Florida Building Code, Energy Conservation, Commercial Provisions. Equipment used to ; provide heating functions as part ; of a combination system satisfies 1 all stated requirements for the ; appropriate water heating ; Table 404.2 I (required Ef)1 uuompues ❑Does Not ❑Not Observable ❑Not Applicable ❑Complies ❑Does Not []Not Observable ❑Not Applicable ;ut,ompues ❑Does Not ❑Not Observable ❑Not Applicable 3 1 F 7 3 1 403 Solar systems for domestic hot L IComplies 1 water production satisfy energy e' ❑Does Not [FR3Cf]z factor requirements determined from the Florida Solar Energy ❑Not Observable { �� Center Directory of Certified ❑Not Applicable 1 x ; ; Solar Systems. . ..a u,., 4Q 5 2 Buildings designed to operate at j5 []Complies {FR31]z positive indoor pressure or have x❑Does Not mechanical ventilation meet the I �d �� a�� []Not Observable following criteria: 1) Maximuma E � air -change -hour equal minimums 4 I r � � ❑Not Applicable ; _ from ASHRAE 62, Ventilation for Acceptable Indoor Air Quality, 2) No ventilation or air-conditioning system make-up air provided�� from attics, crawlspaces, � � " IV attached enclosed garages or 42 outdoor spaces adjacent to ; swimming pools or spas, and 3)�� E Air drawn from enclosed space(s)' �= have walls insulated >= R-11 ���' r and ceiling >= R-19, space ; permitting, or R-10 otherwise.��� - - 403 5 Automatic or gravity dampers are ❑Complies 2 i` ff % ❑Does Not installed on all outdoor air �, � � � ����� �� � � sP i intakes and exhausts. []Not Observable i ❑NotApplicable = Additional Comments/Assumptions: 11 High Impact (Tier 1) 2' Medium Impact (Tier 2) 3` Low Impact (Tier 3) Project Title: Data filename: C:\Users\mhoover\Desktop\M960.rck Report date: 08/05/15 Page 5 of 8 402.1.1, Door U-factor. ; U- ; U- ;❑Complies ; See the Envelope Assemblies 402.3.4 ! ;❑Does Not e table for values. [FRl]1 ❑Not Observable ; ❑Not Applicable 402.1.1, ;Glazing U-factor (area -weighted ', U- I U- I❑Complies ;See the Envelope Assemblies r F E table for values. 402.3.1, (average). I ,❑Does Not ; 402.3.3, E F E I❑Not Observable ; 402.3.E [FR2]1 ;❑Not Applicable 402.1.1, [Glazing SHGC value (area- I SHGC: I SHGC: ;❑Complies See the Envelope Assemblies 402.3.2, weighted average). i ; ;❑Does Not table for values. 402.3.3 1 I Not Observable F ❑ [FR3]1 ❑Not Applicable ; 303.1.3 IU-factors of fenestration products ❑Complies ; [FR4]1 !are determined in accordance $� `❑Does Not !with the NFRC test procedure or ® ❑Not Observable I ,taken from the default table. ; ❑Not Applicable I ; 402.4.1.1 ;Air barrier and thermal barrier ;❑Complies [FR23]1 installed per manufacturersR ❑Does Not ! instructions. ❑Not Observable []Not Applicable 402.4.3 I Fenestration that is not site built ❑Com lies ! [FR20]1 is listed and labeled as meeting v []Does Not ! lAAMA/WDMA/CSA 101/I.S.2/A440R ! ❑Not ObservableVAI !or has infiltration rates per NFRC����* 9 g�� I I400 that do not exceed code ❑Not Applicable (limits. ! 402 4 4 IC -rated recessed lighting fixtures` ❑Complies [FR367z sealed at housing/interior finish ❑Does Not Sand labeled to indicate <_2.0 cfm leakage ?❑Not Observable at 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are ❑Complies [FR12]1 !insulated to >_R-B. All other ducts .. Not in unconditioned spaces or a❑Does s❑Not Observable ; ;outside the building envelope are E �' ❑Not Applicable i insulated to >_R-6.sg d�.' ; 403 2 3y Building cavities are not used as ❑Complies [FR15]3 !ducts or plenums. ❑ Does Not ; 3 a 69� z []Not Observable ❑Not Applicable 403 3 HVAC piping conveying fluids ; R- R- I❑Complies = JFR17]z above 105 °F or chilled fluids ! I !❑Does Not W below 55 °F are insulated to >_R- ! ! I Not Observable 3 ❑ ; ❑Not Applicable 403.3.1 ,Protection of insulation on HVAC E)❑complies [FR24]1 piping. �, q ��� ?'❑Does Not F ❑Not Observable ! ,",;❑NotApplicable ; A4 3 ;Storage water heaters not 3 ' i❑Complies I [FR26], equipped with integral heat traps ❑Does Not and having vertical piperisers' ❑Not Observable have heat traps installed on both =k , ❑Not A licable 1 the inlets and outlets. External PP >.l heat traps installed per code h" d 9uildlines. M 1 I High Impact (Tier 1) 2 - Medium Impact (Tier 2) 3,; Low Impact (Tier 3) Project Title: Report date: 08/05/15 Data filename: C:\Users\mhoover\Desktop\M960.rck Page 4 of 8 3031- 3~jA protective covering is installed to ILJComplies [t=f}1�� protect exposed exterior insulation E❑Does Not I sand extends a minimum of 6 in. below I INot Observable, ❑ grade. ,❑Not Applicable ; 403 8 k, Snow- and ice -melting system controls;❑Complies [FU72j installed. ;❑Does Not ti ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2' Medium Impact (Tier 2) � I Low Impact (Tier 3) Project Title: Report date: 08/05/15 Data filename: C:\Users\mhoover\Desktop\M960.rck Page 3 of 8 CREScheck Software Version 4.6.2 �J( Inspection Checklist Energy Code: 2014 Florida Building Code, Energy Conservation Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 103.1, ;Construction drawings and ;,LJComplies ; 103.2 'documentation demonstrate ❑Does Not [PR111 ; energy code compliance for the' ; building envelope.,; ❑Not Observable ; N �' ❑Not Applicable 103.1, lConstruction drawings and i �� ❑Complies , 103.2, :documentation demonstrate � ❑Does Not 403.7 !energy code compliance for ❑Not Observable [PR311 !lighting and mechanical systems !Systems serving multiple❑Not r 1 Applicable ;dwelling units must demonstrate3� F icompliance with the FBC, Energy, (Conservation. �§ > ; 302 1; Heating and cooling equipment is ; Heating: I Heating: I❑Complies ; :4Q3 6 sized per ACCA Manual S based ; Btu/hr ;Btu/hr (❑Does Not [P112F on loads calculated per ACCA in Cooling: Cooling: '[-]Not Observable x Manual J or other methods Btu/hr Btu Applicable . approved by the code official. i❑Not .._.;;Referto R403.6.1 for full details. ; Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2)Impact (Tier 3) Project Title: Report date: 08/05/15 Data filename: C:\Users\mhoover\Desktop\M960.rck Page 2 of 8 W CREScheck Software Version 4.6.2 �J( Compliance Certificate Project Energy Code: 2014 Florida Building Code, Energy Location: Port Saint Lucie; Florida Construction Type: Single-family PPPROVF� Project Type: New Construction Conditioned Floor Area: 693 ft2 �`r• u Glazing Area 8% o ? 8-25-15 Climate Zone: 2 (307 HDD) M m Permit Date: i- e .- Permit Number: Aft Construction Site: Owner/Agent: cqR ET R 8/25/2015 No' 63SUz > , '�i is �•''�"�•'�' ��`�� . " 1tloil j1A��� Designer/Contractor: Compliance: 34.2% Better Than Code Maximum UA: 234 Your UA: 154 Maximum SHGC: 0.25 Your SHGC: 0.25 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 693 30.0 0.0 0.035 24 Wall 1: Wood Frame, 16" o.c. 1,166 19.0 0.0 0.060 62 Window 1: Vinyl/Fiberglass Frame:Double Pane with Low-E 89 0.300 27 SHGC: 0.25 Door 1: Solid 40 0.300 12 Floor 1: All -Wood joist/Truss:Over Unconditioned Space 693 22.0 0.0 0.042 29 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2014 Florida Building Code, Energy Conservation requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. I�Z��ICLQ.Y Michael Hoover, CAD Tech08/05/2015 Name - Title Signature Date Digita[ry signed by: !C aelGTomko Michael M D � , N = Michael G Tmko C = US a ate:2015.08.25 x F�10` 4:52-04'00' Tom ko,r. Project Title: Report date: 08/05/15 Data filename: C:\Users\mhoover\Desktop\M960.rck Pagel of 8