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HomeMy WebLinkAboutManufactured Home SpecsSTATE OF COLORADO Specifications Cover Sheet Jan -2018 Name of Manufacturer: Champion Homes Complete Address: 3200 Enterprise Ave. Contact Name: Plant I.D. Number: 3145 Shaun Penne/Chris Walker Contact Number: 402-362-4455 Contact Email address: spenne@championhomes.com Third Party Inspection Agency: Nebraska Public Service Comm. Housing & RV Dept. For more detailed information on this plan approval please contact the Division of Housing Model Name/No. 05-NG72-GUTIERREZ Sq. Footage Finished 2088 Sq. footage Unfinished: Approval Stamp EXPIRES: January 1, 2021 State of Colorado Division of Housing October 19, 2020 'zr 'PAZ PLANS APPROVED Subject to field inspection 516360 MANUI-AG 1 UREN GER 1 If IES that only approved equipment and materials will be used and the installations shall be made in accordance with approved plans and applicable codes and provisions of the Colorado Division of Housing. Manufacturer agrees to in -plant inspection of units manufactured under the above plan approval Application shall be made for and insignia affixed to each factory built unit that is subject to Colorado statutes and which is manufactured or is to be sold, offered for sale, or occupied in the State of Colorado. DIV. OF HOUSING, 1313 SHERMAN STREET, RM 320, DENVER, CO. 80203 (303) 864-7836 Fax (303) 864-7857 +- wrightsoft® Manual S Compliance Report Entire House Job: 05-NG72-Gutierrez Date: 9/28/20 By: AMS of Indiana, Inc. Project Information For: Champion Home Builders 3200 Enterprise Ave., York, NE 68467 Cooling Equipment Design Conditions Outdoor design DB: 97.7°F Outdoor design WB: 61.5°F Indoor design DB: 75.0°F Indoor RH: 50% Sensible gain: 18906 Btuh Latent gain: 0 Btuh Total gain: 18906 Btuh Estimated airflow: 931 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Generic Model: SEER 13.0 Actual airflow: 931 cfm Sensible capacity: 19417 Btuh Latent capacity: 8321 Btuh Total capacity: 27738 Btuh 103% of load 0% of load 147% of load SHR: 70% Entering coil DB: 77.1°F Entering coil WB: 61.7°F Heating Equipment Design Conditions Outdoor design DB: 0.1 °F Indoor design DB: 70.0°F Heat loss: 37339 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: Generic Model: AFUE 96 Actual airflow: 931 cfm Output capacity: 46080 Btuh 123% of load Meets all requirements of ACCA Manual S. Entering coil DB: 63.6°F Temp. rise: 0 °F wrightsoft" ^� �.,. _ ............. Right -Suite® Universal 2019 19.0 15 RSU02009 lCC'A F:\DS\Champ-NE 005\05-NG72-Gutierrez(craWI) rup Calc = MJ8 Front Door faces: E 2020 -Sep -28 13:07:16 Page 1 - wrightsoft® Load Short Form Entire House Job: 05-NG72-Gutierrez Date: 9/28/20 By: AMS of Indiana, Inc. Project Information For: Champion Home Builders 3200 Enterprise Ave., York, NE 68467 Design Information Outside db (°F) Inside db (°F) Design TD (°F) Daily range Inside humidity (%) Moisture difference (gr/Ib) Htg 0 70 70 Clg 98 75 23 H 50 50 60 -38 Method Construction quality Fireplaces Infiltration Simplified Average 1 (Average) HEATING EQUIPMENT Make Generic Trade Model AFUE 96 AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 96 AFUE 60000 Btuh 46080 Btuh 54 °F 931 cfm 0.029 cfm/Btuh 0.30 in H2O COOLING EQUIPMENT Make Generic Trade Cond SEER 13.0 Coil AHRI ref Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 11 .6 EER, 13 SEER 19417 Btuh 8321 Btuh 27738 Btuh 931 cfm 0.054 cfm/Btuh 0.30 in H2O 1.00 ROOM NAME Area (ft2) Htg load (Btuh) Clg load Htg AVF Clg AVF (Btuh) (cfm) (cfm) M BA C1 KIT\DIN\LIV B4 C4 u B3 B2 B1 H CRWL ba2 143 107 840 128 17 110 177 172 218 90 2070 69 2279 698 7730 1370 0 2332 2619 1527 3037 0 9777 553 722 66 39 230 20 12 6863 225 373 894 40 49 0 0 0 940 68 51 1838 76 100 1597 45 87 2654 89 144 0 0 0 1229 285 67 180 16 10 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2019 19.0 15 RSU02009 A F:\DS\Champ-NE 005\05-NG72-Gutierrez(crawl).rup Calc = MJ8 Front Door faces: E 2020 -Sep -28 13:07:16 Page 1 Entire House Other equip Toads 4140 31921 5418 17146 1760 931 931 Equip. @ 1.03 RSM 19416 Latent cooling 0 rf -A I r'4%440 10,11Q 041 031 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" �`��•, � Right -Suite® Universal 2019 19.0.15 RSU02009 ^��+^ F:\DS\Champ-NE 005\05-NG72-Gutierrez(crawl).rup Calc = MJ8 Front Door faces: E 2020 -Sep -28 13:07:16 Page 2 4 wrightsoft® Project Summary Entire House Job: 05 -NG 72 -Gutierrez Date: 9/28/20 By: AMS of Indiana, Inc. Pro'ect Information For: Champion Home Builders 3200 Enterprise Ave., York, NE 68467 Notes: The furnace output has been adjusted for elevation. Desi ■ in Information Weather: Grand Junction/Walk, CO, US Winter Design Conditions Outside db Inside db Design TD Summer Design Conditions 0 °F Outside db 70 °F Inside db 70 °F Design TD Daily range Relative humidity Moisture difference 98 °F 75 °F 23 °F H 50 -38 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 31921 Btuh Structure 17146 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (84 cfm) 5418 Btuh Central vent (84 cfm) 1760 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment Toad 37339 Btuh Use manufacturer's data n Rate/swing multiplier 1.03 Infiltration Equipment sensible load 19416 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure -237 Btuh Ducts 0 Btuh Central vent (84 cfm) -1798 Btuh Heating Cooling Outside air Area (ft2) 4140 4140 Equipment latent load 0 Btuh Volume (ft3) 26910 26910 Air changes/hour 0.32 0.15 Equipment Total Load (Sen+Lat) 19416 Btuh Equiv. AVF (cfm) 146 67 Req. total capacity at 0.70 SHR 2.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 96 Cond SEER 13.0 AHRI ref Coil AHRI ref Efficiency 96AFUE Efficiency 11.6 EER, 13 SEER Heating input 60000 Btuh Sensible cooling 19417 Btuh Heating output 46080 Btuh Latent cooling 8321 Btuh Temperature rise 54 °F Total cooling 27738 Btuh Actual air flow 931 cfm Actual air flow 931 cfm Air flow factor 0.029 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.30 in H2O Static pressure 0.30 in H2O Space thermostat Load sensible heat ratio 1.00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. *wRrightsaft- �— -• Right -Suite® Universal 2019 19.0.15 RSU02009 �Ck F IDSIChamp-NE 005105-NG72-Gutierrez(crawl).rup Calc = MJ8 Front Door faces: E 2020 -Sep -28 13:07:16 Page 1 +� wrightsoft® Duct System Summary Entire House Job: 05-NG72-Gutierrez Date: 9/28/20 By: AMS of Indiana, Inc. Project Information For: Champion Home Builders 3200 Enterprise Ave., York, NE 68467 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.203 / 0.037 in H2O 0.060 in/100ft 931 cfm Cooling 0.30 in H2O 0.06 in H2O 0.24 in H2O 0.203 / 0.037 in H2O 0.060 in/100ft 931 cfm 401 ft Supply Branch Detail Table Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk B1 c 1327 44 72 0.065 6.0 Ox 0 VIFx 80.8 230.0 st7 B1 -A c 1327 44 72 0.060 6.0 Ox 0 VIFx 89.0 250.0 st8 B2 c 798 22 43 0.062 6.0 Oxo VIFx 49.0 280.0 st5 B2 -A c 798 22 43 0.062 6.0 Oxo VIFx 40.3 290.0 st5 B3 c 919 38 50 0.060 6.0 Ox 0 VIFx 31.0 305.0 st5 B3 -A c 919 38 50 0.071 6.0 Ox 0 VIFx 26.0 260.0 st6 B4 c 894 40 49 0.108 6.0 Ox 0 VIFx 13.3 175.0 st2 c1 h 698 20 12 0.095 6.0 Oxo VIFx 54.5 160.0 st2 CRWL h 3259 95 22 0.100 6.0 Oxo VIFx 53.0 150.0 st2 CRWL-A h 3259 95 22 0.142 6.0 Ox 0 VIFx 3.0 140.0 st 1 CRWL-B h 3259 95 22 0.065 6.0 Oxo VIFx 51.3 260.0 st5 KIT\DIN\LIV c 1373 45 75 0.099 6.0 Ox 0 VIFx 39.5 165.0 st2 KIT\DIN\LIV-A c 1373 45 75 0.104 6.0 Ox 0 VIFx 20.8 175.0 st2 KIT\DIN\LIV-B c 1373 45 75 0.060 6.0 Ox 0 VIFx 97.0 240.0 st8 KIT\DIN \LIV-C c 1373 45 75 0.063 6.0 Oxo VIFx 54.3 270.0 st5 KIT\DIN\LIV-D c 1373 45 75 0.061 6.0 Oxo VIFx 105.5 230.0 st8 M BA h 2279 66 39 0.104 6.0 Oxo VIFx 55.3 140.0 st2 ba2-A h 553 16 10 0.063 6.0 Ox 0 VIFx 29.0 295.0 st5 u h 2332 68 51 0.129 6.0 Ox 0 VIFx 7.5 150.0 st1 ,` wkrigittsott' ^, Right -Suite® Universal 2019 19.0.15 RSU02009 AZak F:\DS\Champ-NE 005\05-NG72-Gutierrez(crawl).rup Calc = MJ8 Front Door faces: E 2020 -Sep -28 13:07:16 Page 1 Supply Trunk Detail Table Name Trunk Type Htg (cfm) Clg (cfm) Design FR Veloc (fpm) Diam (in) H x W (in) Duct Material Trunk st2 Peak AVF 491 565 0.060 1162 12.3 5 x 14 ShtMetl 16.0 st5 Peak AVF 239 243 0.060 500 9.0 5 x 14 ShtMetl st1 st1 Peak AVF 440 366 0.060 906 11.2 5 x 14 ShtMetl st7 Peak AVF 44 72 0.065 148 5.6 5 x 14 ShtMetl st2 st8 Peak AVF 134 221 0.060 455 8.7 5 x 14 ShtMetl st2 st6 Peak AVF 38 50 0.071 103 4.8 5 x 14 ShtMetl st1 Return Branch Detail Table Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 931 931 61.5 0.060 667 16.0 Ox 0 ShMt wrightsoft'° 2020 -Sep -28 13:07:16 "'am. M, k• ,,, w , , ,,,, Right -Suite® Universal 2019 19.0.15 RSU02009 Page 2 ACCA F:\DS\Champ-NE 005\05-NG72-Gutierrez(crawl).rup Calc = MJ8 Front Door faces: E Job N5-1037 SCS, Fremont, NE -1-3-12 1-3-12 Truss N5-1037 Truss Type MONO TRUSS 7-7-12 7-7-12 Qty J.Ply N5-1037 28DW 3/12 Flat 1 1 24" O C. design Job Reference 039Nbnc l 135338838 8.220 s Oct 6 2018 MITek I11dusNies, Inc. Fri Nov 1615:37:56 2018 Pape 1 ID;tg29a0AP7.xrpr3ipPZRGm2yXmeq-BBnSMY(PUA75yHOgC9upd iJgNeGxhneaL5x0oSy12119 14-3-12 - 5-8-0 4x6 = LOADING TCLL Snow TCDL BCLL D LUMBER - TOP CHORD BOT CHORD WEBS 30.0 40.0 10.0 0.0 -7-12 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC 2018/IRC2018/rPI2014 2x4 SPF 1650F 1.5E 2x4 SPF No 2 2x4 OF Stud REACTIONS. (Ib/size) 2=987/0-3-8, 5=844/0-3-8 Max Horz 2=332(LC 15) Max Uplift 2=-709(LC 12), 5=-608(LC 16) Max Gray 2=1105(LC 23), 5=1075(LC 23) CSI. TC 0.83 BC 0.70 WB 0.59 Matrix -MS FORCES, (Ib) - Max. Comp./Max. Ten - All forces 250 (Ib) or less except when shown TOP CHORD 2-3=-2235/1185, 4-5=387/243 BOT CHORD 2-6=-1175/2090.5-6=-1175/2090 WEBS 3-6=0/309, 35=2131/1327 x6 3 Irl 1.5x4 II S4 1:25,4 646 = I4 2dZ 6-8-0 DEFL. :n (loc) Vdefl Vert(LL) 0.16 6-9 >999 Vert(CT) -0 20 6-9 >840 Horz(CT) 0 05 5 n/a L/d 240 180 n/a BRACING - TOP CHORD BOT CHORD VVEBS PLATES GRIP MT20 197/144 Weight: 51 lb FT = 20% Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. Rigid ceiling directly applied or 5-2-2 oc bracing. 1 Row at mldnt 3-5 NOTES - 1) Wind: ASCE 7-16; Vult=184mph (3 -second gust) Vasd=130mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Pr. Enclosed; Gable Roof; Common Truss; MWFRS (envelope) gable end zone and C -C Exterior(2E)-1-3-12 to 1-8-4, Interior(1) 1-8-4 to 14-2-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-16; Pr=30.0 psf (roof LL: Lum DOL=1.15 Plate DOL=1.15); Pf--40.0 psf (Lum DOL=1.15 Plate DOL=1.15); Is=1.0; Rough Cat C; Partially Exp.; Ce=1.0; Cs=1 00; Ct=1.10 3) Unbalanced snow bads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times Oat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 5) This Truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at jolnt(s) except (j[=1b) 2=709, 5=608 7) This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 NI EN E• OSTE9 PROFESSIONAL PE -3511 AGINE< 0A'L Any November 16,2018 4k WARNING - Vedry design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M8-7473 rev- 70632015 BEFORE USE Design valid for use only with WOMB connectors. This design N based only upon parameters shown, end is for an individual building component, not a truss system. Before use, the budding deelgner must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is 10 prevent buckling of individual Truss web endlorcnwf members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal krjury and property dammer/. For general g uldocce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systema, see ANSVTPII Duality Criteria, 085-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. 16023 Swingley Ridge Rd Chestedlerd, MO 63017 GENERAL NOTES: (PER IRC 2018) 1 THE ACTUAL FOUNDATION 15 DEPENDENT UPON UNIQUE SITE CONDEMNS WHICH REQUIRES DESIGN BY A PROFMSIONAL ENGINEER AND APPROVAL FROM THE LOCAL AUTHORITY HAVING ]URIDICTION. 2. FOUNDATION DEDD1 S BASED ON AN ASi41ME01 5{XPN15ME 9211L Wf01 CAPA1151F 2X0144. SOIL TYPE AND BEARING CAPACITY VARIATION MAY SIGTIF7GNTLY ALTER DESIGN RI9QU1RBI4F7l S. CONSIJT LOULAH3 OR 95111 UNG Di67FF953[b5/-FOR ADDmONAL INFORMATION. 3. ALL ASPENS OF FOUNDATION CONSTRUCTION ARE TO BE P'ER OMffD ON SDE BY OTHERS, AND 15 SMELT TO LOCAL BUDDING CODE REQUIREMEPS AND AI9910VAL 4 VERIFY ALL DIMENSIONS AND SUPPORT LOCATIONS OF THE HOME PRIOR TO 07NSTRUCTION. 5 FOOTINGS SHALL BE CENTERED UNDER ALL AM9gRT5 ALONG THE MARRIAGE WALL 6 FRESH GRADE TO BEA MINIMUM r BELOW TOR OF FOUNDATION WALL 7. MASONRY WEEP HOLES, FLASHING, AND TIE STRAPS ARE SELECT TO LOCAL CODE REQUIREMENTS 8 ALL FOUNDATION WALLS LOCATED 15 A HIGH WATER TABLE SHALL BE WATERPPROOFED PER IRC REQUIREMENTS ALL OOHER FOUNDATIONS SHALL BE DAMP PROOFED PER IRC REQUIREMENTS. 9 ALL BASEMENTS SHALL HAVE AT LEAST ONE OPERABLE BIEO BICY ESCAPE AND RESIDE OPENING(S) PER INC 6310 10 TYPE "M" OR -S. MORTAR SHALL BE LSED IN ALL MASONRY. CRAWLSPACE: 1. PROVIDE CRAWL SPA): VENTILATION EQUAL T01/150 OF THE ACTUAL ENOO5® CRAWL SPACE AREA (144 5). IN / 150 SQ. FT.) 2 PROVIDE POSITIVE UNDER DRAINAGE, 9)GG5T MINIMUM 4" PFA GRAVEL WITH B MIL POLYETHYLENE VAPOR BARRIER. 3. 18524. CRAWL SPACE ACCESS TO BE PROVIDED (MINIMUM) 4. CRAWL SPACE C1.EARANO: TO BE 18" MINIMUM MOW BOTTOM OF MOOR ]0IS15 TO MADE. 5. PROVIDE GEO REcG TACLE AND SWITOIED LIGHT FD(TSARE AT CMWLSPYVE ACCESS. 6 WHERE INTFAIOA GROUND LEVA E BEIDW OUTSIDE GRADE, MEA9URES SHALL BE TAKEN TO A55URE POSITIVE DRAINAGE 7. Mauro PIERS MAY BE DRY STAGED. UN -GROUTED PIERS MAY BE DRY STALLED AND SURFACE BONDED WITH ffmENT IN ACCORDANCE TO MANUFACTURER'S RSTNIATION INSTRUCTIONS. B UNBALANCE) BACKFILL SHALL NOT ER® 4-0' ON ALL CDAW LSPACES. B ASEMENT: 1 EXTERIOR FOOTINGS SHALL F]ITBNO BELOW THE LOCAL FRO5T UNE OR SHALL BE PLACED MINIMUM OF 1Y BEIM FINISHED GRADE 1 THE FINISED GRADE SHALL PROVIDE A MINIMUM SLOPE OF ONE-HALF UNIT VERTICAL IN 12 UNITS HORIZONTAL, FORA MINIMUM OF 10 601 FROM THE HONE. 2 FOUNDATION INSULATION, WHEN INSTALLED, SHALL BE PERFORMED ON SITE IN OTERS A5 REQUIRE) BY LOCA. WELDING CODES. 3. DRAINAGE AND WATERPROOFING AS REQUIRED BY STE CONDmONS, SHALL BE INSTALLED ON SITE BY 0165 PHR IRC SPECIFICATIONS. 4 THE REINFORCEMENT LOCATED ATTOP OF FOUNDATION WALL FOR ON -FRAME 0®095 PROVIDES LATERAL RMISTANCE FOR 501L PRESSURE PM IRC 2018. TABLE 1 UN -REINFORCED FOOTING SIZE CHART FOOTING 512E (IN) MAX. LOAD 22X!7388 6.12 240241® B.00 2002030 9.39 28028812 10.8 30030X14 1 .5 32X32816 14.2 WIL941Qr 1611 CHART 6HLSE0 ON SOIL CAPACITY OF 2000 PSE. GREATER SOIL CAPACITY MAY SGNIICANTLY REDUCE SPREAD FOOTING DIMENSION/ REINFORCEMENT REQUIREMENTS. CONSULT LOCAL NII OR ENGINEERING PROFESSIONAL FOR VERITGTION. P®LS OUTSIDE THIS SCOPE MUST BE DEEMED BY A PRONaSIONAL ENGINEER, PEI LOCAL CODES AND SOIL BEARING CAPACITY GIVEN BY LAN). CHAMPION MANUFACTURED BEAUTIFULLY' 755w. BD EWHAaAO 911E moo NEOY, M 4!081 R1oRE fN6144170p eviewed: October 8, 2018 Reviewed by: James A. Rothman, PE PFS Corporation - QC Dept. MODIFICATIONS TITLE: GENERAL NFOUNDOTESATON MODEL: DATE, Oe0 (15 /WAB: DRAWN BY: CORP. 1CHECKED EY: BLDG CODE: IRC 2018 CALCS FILENAME: &FOUNDATION SECTION IRC 2018 MEET NO: FD01.01 PAGE: 1 OF 1 FT70PRIETA0V AMD CON6I)ENNTIAA P130IXUN1 PNDLEPFlGTONSMliZrr CAMPION HOME ROWERS, INC 1- 1 STORY DESIGN LOADING (PLF) 010 000009 LQADING f4DIFID01 FOR ON SITE F 099000ION EVALUATION AS REQUIRED 8Y LEHI PER SPECIFIC SITE CONDO -IONS UNDER TME DIRERION OF A pROR351074AL ENGINEER. FLOOR LOAD COLUMN S TO BE USED IN OIB4 SPANS WHERE CENFER FLOOR SUPPORT IS NEEDED. CHAMPION MANUFACTURED BEAUTIFULLY' LS-TQRY PIER SPACING & MAXIMUM LOAD CHART )LUMBER) ROOF LIVE LOAD FLOOR LOAD' MAXIMUM ROME WIDTH 20 ESE JO IV 40PSF 60PSF 5019E 90 PS' 8.o8818 BEAM 11110PET17 WALL 6'11' 9C BENZ 10104001 WALL 6011700 BEAN 0 0011ER WALL CENTER BEAM 01241701 WALL ahw. BEAM PER64E1H1 WNL CENTER BEAM 37' mot i.wa 674 1,139 w L.271 176 L,109 967 1,890 1,117 619 76,610E LIN 743 1.317 676 1.099 901 1.717 1470 7,107 1.316 764 32BEM 1.996 766 9.491 VW 1.8.00 NRH 41.46 1,103 2,00I 1,351 103 010 000009 LQADING f4DIFID01 FOR ON SITE F 099000ION EVALUATION AS REQUIRED 8Y LEHI PER SPECIFIC SITE CONDO -IONS UNDER TME DIRERION OF A pROR351074AL ENGINEER. FLOOR LOAD COLUMN S TO BE USED IN OIB4 SPANS WHERE CENFER FLOOR SUPPORT IS NEEDED. CHAMPION MANUFACTURED BEAUTIFULLY' LS-TQRY PIER SPACING & MAXIMUM LOAD CHART )LUMBER) 1 STORY PIER SPACING & MAXIMUM LOAD CHART (LVLT 119106/19 BOOR W[DTX (4091164 FLOOR W[12114 Ler :!r W r: GROUND SNOW LOAD5441 (P NUMMI' A}. � NO WITHOPBNRIGSE WALL DI NARRIAGEWAIL 01134%9 (FLOOR LOAD 01 11) SEE NO'E3°MOW Inn,Inn,I9 WCf11 NO OPE} IN 8J W 11 WALL OPBBMt3S (1(4Eµ LORD 0903) ANNE) WRN NO MARRIAGEWALL ()PEWEE ma mama WALL OPENINGS (FLOOR LCAD ONL SEENOTE3 h MAYCLEAR5702 MAXLY. OJAI SPAN KAx. AIER LOAD (410'57 RA E. [DLK5000 V4A� PEA LORD P ) Olt omit MAN.(8219) MAX. S R 101.0 ANLQ3,00 SPAN 4690 LOA2 Ku. ova 9.w MAY MUM p.a.alava160 >lVC P1ER L0'.4AIL (PM 90 2 T8 1L7 Y•6' l7s 6.7 1T;' 70.4 91 V-0' 10.1 0'•r 107 04' 15.4 9 7.2. 11A 17a 16.7 004 30 454" 121 101.1. 1004 8.2 129 11'.? DL] 2D 2 FEB 93 74" 14A 4- 1089 71.6 9.7 44 161 2.01' 104 1.00 173 3 83' 1 L 178 194 16,1 1-r 7e.9 17-1' 127 11'-11• IRS TR' 114 11'1 din 13 2 6'-4" 9.0 1 !S Li.) 0-11' 12790 25.8 [A1 74 ILI 27.7 IA7 00.8' 09.9 3 M4" 123 f 114' 1{.A TIT T 89' 123 ll' -11. 220.7 T 3' 341 1E2' 227 6U 2 s-uF 86'3 va' l6[ 24," 15.1' 117 11,0 9`0' 17,6 2-2' 11.9 8-8' 19.9 3 74 135 128' 1.1.3 1-51 1116' 10.11" 23.4 11.1 11'-11' 219 8'-10' 12.4 11'-2' 22.3 90 2 5=3- 11.4 04 99.1 0-10' 12.1 1 7-0' 217 Tir 123 24' 241. 6-11' 14.9 Lr- ' 223 0-6' 15,9 11' -Il' 206 _ 1.2' 169 11'-2' 27.1 1 STORY PIER SPACING & MAXIMUM LOAD CHART (LVLT NOTES: 1 ALL MULTIPLE MEMBER CENIER BEAM CONRGLIRATION5 SNAIL BE MECHANICALLY FASTENED TOWNER win.' 11M TD RIM REQUIREMENTS ON SHEET FAOLO2 ALL CENTER REAM IND (BUTT) ]ONUS & RIDGE BEAN 80011w95 SHALL BE LOCATED DIRECTLY ABODE SUPPORT LOCATIONS. 3- MAXIMUM MARRIAGE WALL TRIBUTARY SPANS: - FOR R00F LIVE L0912540 FSF @119=N'0. • FOR ROOF LIVE macs 60 & UP = 10-0" 4 FOR LOADING CONDITIONS SEE GENERAL NOTES (R101.01) 5, USE MAX PIER LOADING TO DEFERMINE SPREAD FOOTING 517E IN TABLE 1 ON SHEET F001.01. MAY PIER LOAD/NGS OVER 16 KIP MUST RE D51ENE0 BY PROfffi10M4L ENGINES& 6. FOR STEEL BEAM DPDON DOWN MATE LINE SEE BELOW 3, LEY A'KRM51! 04011110•i LARGMMCW-tE5YRIM SWUM 0495RHAFPi SN111 NE 16119T1111 AS IL0G AS THE P4'BAYL 900191011 DOSP nor Eloy 114" 716fl.1sl ELM iow,lall !/4914X9 410M9 PJ4DYp 17111AcKiQGTp SEAL 88PB190009 UAL evlewed: October 8, 2018 Reviewed by. Jai -1616A. RDTman, PE PFS Corporation- CLC Dept WTAFK1710 91 3TC:C RANCH MATELINE DESIGN 9000 1.3105 11001. 011E 0017.13 1081E; MAAR 04 CONI (g ECKED el PG COP& PC 1011 CAIC9. 6012406c2W06.1 . 191-R04K1A730F1 SECFION NOAH 'NWT FD01.02 PAPE 1 OF 1 PROW1776.N'412 04.1 16;4101.41, 9Nak 119106/19 BOOR W[DTX - 100' 16)' :!r GROUND SNOW LOAD ( � DEPTH (2 -PLY) 'Mill NO MARRIAGE WALL OPENINGS IN MARRIAGE WALL OPENINGS (FLOD0. ASEE ro ONLY) WITH NO MARRIAGE WALL OPENINGS RI ANTRAL W801.91 46 0 1 (FLOOR LOAD ONLY) 91007103 1 10 WCf11 NO OPE} [X MJ1Rldr4't MIL MOMS (FLOOR LOAD ONLY) 55E 07090 3 MAX CLEAR SPAN MAX( WAD MAYCLEAR5702 ( PIEN�� '91.X,CLGIRSPANMAX ( ) PIM � MAX CLEARSPAN)PRY( IGPS)DAD MAX- SEAR SPAN MAN.(8219) MAX. CLEAR SPAN r9ax.PIER(5)oAo ID 916" I11' 14.6 13,7"1 07.1 11'•1' SSS 13-0• 167 004 149 1T;' 70.4 WV' 1.4'-1" I 17E 16-8" 11.0 13.6 18.9 LS -T 711 12'-9' LN 13.1' 02.3 30 454" 11'-3- I ISA 13.7 09.4 16.7 ,1007 1.440' 210.6 10.0" 17 ? 17-5 22.9 11)4' 13'8 16.7 1089 71.6 17-10' 19.8 174' 716 12.2" 21.0 0-1" 738 40 000' 194 16,1 1X.7 7e.9 17-1' 17.1 11010' 210 9'-5' 16.1 19,-2' 13 :150 13=1- I 196 1690' 235 184' 202 12790 25.8 11.7 27.7 15-1" 28,3 60 94' 9-11' 17A IT -7.1 20.8 14 11.9 198' 22.8 T 89' 194 11.E.25.0 1194' 12-1• 111 164• 23.6 11'8 22.3 1917' 101 10.8" 23.9 15.1' 117 90 (E$ 94' 10.2 13'-7 24.7 GIS 235 Iib' I 27.3 7.11' 217 12'-6" 30.1 1116' 10.11" 23.4 604' 77.6 17-3' 24.9 159' 1 30.6 416' 26.9 15.1' 33.5 NOTES: 1 ALL MULTIPLE MEMBER CENIER BEAM CONRGLIRATION5 SNAIL BE MECHANICALLY FASTENED TOWNER win.' 11M TD RIM REQUIREMENTS ON SHEET FAOLO2 ALL CENTER REAM IND (BUTT) ]ONUS & RIDGE BEAN 80011w95 SHALL BE LOCATED DIRECTLY ABODE SUPPORT LOCATIONS. 3- MAXIMUM MARRIAGE WALL TRIBUTARY SPANS: - FOR R00F LIVE L0912540 FSF @119=N'0. • FOR ROOF LIVE macs 60 & UP = 10-0" 4 FOR LOADING CONDITIONS SEE GENERAL NOTES (R101.01) 5, USE MAX PIER LOADING TO DEFERMINE SPREAD FOOTING 517E IN TABLE 1 ON SHEET F001.01. MAY PIER LOAD/NGS OVER 16 KIP MUST RE D51ENE0 BY PROfffi10M4L ENGINES& 6. FOR STEEL BEAM DPDON DOWN MATE LINE SEE BELOW 3, LEY A'KRM51! 04011110•i LARGMMCW-tE5YRIM SWUM 0495RHAFPi SN111 NE 16119T1111 AS IL0G AS THE P4'BAYL 900191011 DOSP nor Eloy 114" 716fl.1sl ELM iow,lall !/4914X9 410M9 PJ4DYp 17111AcKiQGTp SEAL 88PB190009 UAL evlewed: October 8, 2018 Reviewed by. Jai -1616A. RDTman, PE PFS Corporation- CLC Dept WTAFK1710 91 3TC:C RANCH MATELINE DESIGN 9000 1.3105 11001. 011E 0017.13 1081E; MAAR 04 CONI (g ECKED el PG COP& PC 1011 CAIC9. 6012406c2W06.1 . 191-R04K1A730F1 SECFION NOAH 'NWT FD01.02 PAPE 1 OF 1 PROW1776.N'412 04.1 16;4101.41, 9Nak ALLOWABLE 60924 SPANS (IN.] 1 REQV0RED BEARING STUDS (1vUN5teen 160 MFH, E2P. C M 08489. 1k6Fsi D01196161¢ T(760) DESIGN CRITERIA TOTAL ROOF DEAD LOAD: ATTIC LIVE LOAD: MAIL LL OEFLEL.700N: TOTAL DERERION: 15 PSF 0 PSF (NO STORAGE) 1/240 1/180 180 MPH DP:SURE 0 VALID UP TO 30 PSF ROOF LYE LOAD MAx. NOIR: 1 THIS 15053961025408111' RIDGE BEAMS VERSA -LAM - 04 = 2,800 PSI, 2.0E REDL961 - 04 = 2,750 PSI, 2.0E PACTIC WOODTEOH - FB = 3,100 PSI, 2.0E MURPHY - FB = 2,950 P61, 2.0E 2 THE T/181E 15 FOR SIMPLE SPANS AND UN/FORM LOADS ONLY. 3 THIS TABLE ASSURES BEAM 15 FULL DEPTH LATERALLY BRACED AT ENDS AND ATA MAgM84 OF 24" 0 G ALONG THE LENGTH 8Y TRUSSES OR JOISTS CONNECTED TO ONE SIDE 4. REFER TO BEAM INSTALLATION DRAWINGS FOR CONNECTION 0016115. 5. REQ03815 WALL TOP PATE BEARING LENGTH SPE 83, 1v = 425 P51. MINIMUM BEARING REQUIRED PER TABLE, THIS SHEET. 6. FOR RIDGE BEAMS BEARING DIRECTLY ON STUDS (A5 SHOWN ABOVE), BEARING 1ENGIH MAY BE REDUCED BY MULTIPLYING REQUIRED BEARING LENGTH BY 0.66 'RASED ON COMPRESSION PERPENDICULAR TO GRAIN VERSUS PARALLEL TO GRAIN OF SPFY3 (425751 / 650751) = 0 fib) 7. C HECx COLUMN CHART AND NUMBER OF STRAPS REQUIRED FOR MINIMUM NUMBER OF 5TU05 FOR THE OPENING. USE LARGER OF THE TWO NUMBERS TRIERS 84 24' 0.C. NAV STRAPS PER WA10,01 BIDOONG REQUIRED IF NO TRUSS IS LOCATED IN BEARING AREA. ATTACH RIDGE BEAM TO TRUSS VERTIGL5 PER PAGE FL SECTION CONNECT RIDGE BEAM TO RAIL WITH SPLICE PATE OR PER PAGE 0603.01 MAT OR VAULTED CEILING OPENING 8645206 LENGTH COLUMN PER CHART CHAMPION MANUFACTURED BEAUTIFULLY" 1.111.1fiG Ktl11 E7Yil1 •L 96081 APPROVEFr5 SEAL Reviewed: October 8, 2018 Reviewed by: James A Rothman, PE PFS Corporation - QC Dept. 54011171CATION6 TIRE: ROOF RIDGE BEAM SPAN 00 LVCHLART 2 MODEL (HTE 08R616 SCALE CM/6449Y. GORP. CNFMhBre. MOO WOE MC 2016 CR109•1/0.160 71.0-3440AE:13-ROOF BELYIDM ux 2018 SHEET NO RF03.02 PAVE' 1 OF 1 •9IDPRIETARY AND CONFIOEM911, THESE DRAVONGS AND SPECIFICATIONS ERuova PRO CONFIDENTIAL MATERIALS CISVARON E S, INC SPECIES 90ISE CASCADE LVL (2230) RED AM VL (2.0E) PACIFIC W00DTECH LVL (2.0E) MURPHY LVL (2.0E) HEADme ROOF LIVE LOAD (Pm) 52171 WAD40 D60 ROOF ME40 ROOF /ME LOAD (P3F) pC ) 20 30 90 160 MPH 20 30 90 180 MPH 20 30 90 180 MPH 20 30 40 6 90 180 M PH i11.1/4 P, i11-1/4 y .. 7-1/4 146/2 139/2 1266/2 102/2 87/2 126/2 133/2 129/2 1222/2 102/2 86/2 126/2 133/2' 129/2 ,111CD50�) 122/2 110/2 93/2 126/2 133/ 2 129/2 122/2 ..106/2 91/2 126/2 7-7/6 158/2 150/2 137/2 110/2 94/3 137/2 145/2 191/2 132/2 110/2 93/2 137/2 145/2 141/2 132/2 118/2 101/3 137/2 145/2 141/2 132/2 115/2 98/3 137/2 8.1/8 174/2 163/2 149/2 120/2 102/3 150/2 159/2 154/2 145/2 119/2 102/9 150/2 159/2 154/2 145/2 128/2 109/3 150/2 159/2151/2 145/2 125/2 106/3 150/2 9-1/4 186/2 174/2 159/2 128/2 109/3 161/2 170/2 165/2 155/2 178/2 109/3 161/2 170/2 165/2 155/2 137/3 116/3 161/2 170/2 f 165/2 155/2 133/3 113/3 161/2 227/3 210/3 192/3 154/3 131/3 196/2 207/2 201/2 169/3 153/3 130/3 196/2 207/2 211/2 169/3 161/3 139/3 196/2 207/2 201/2 169/3 159/3 135/3 196/2 11-7/8 239/3 221/3 702/3 163/3 130/3 207/2 218/2 212/3 200/3 161/3 137/3 207/3 218/2 212/3 200/3 171/3 146/4 207/3 218/2 212/3 200/3 167/3 142/4 217/3 14 281/3 258/3 236/3 190/3 162/4 294/3 258/3 250/3 233/3 188/3 160/4 244/3 258/3 250/3 236/3 199/4 169/4 244/3 258/3 250/3 236/3 194/4 165/4 244/3 16 319/3 293/3 267/4 216/4 184/4 279/3 295/3 286/3 264/4 213/4 191/4 279/3 295/3 286/3 269/4 224/4 191/5 279/3 295/3 286/3 269/4 219/4 187/5 279/3 18 365/4 328/4 299/4 241/4 25/5 314/3 331/3 322/4 295/4 238/4 202/5 314/4 331/3 322/4 303/4 249(4 212/5 314/4 331/3 322/4 302/4 244/4 208/5 314/4 20 394/4 362/4 330/4 266/5 227/5 348/4 368/4 356/4 325/4 262/4 233/5 346/4 368/4 358/4 337/4 274/5 233/5 348/4 368/4 3513/4 33/4 268/5 229/5 346/4 24 Q3413 430/5 392/5 316/5 269/6 416/5 44294 423/4 385/5 31115 265/6 418/5 452/1 430/5 400/5 323/6 275/6 418/5 442/4 930/5 393/5 317/5 270/6 418/5 7-1/4 139/2 130/2 118/2 95/2 61/2 121/2 127/2 124/2 116/2 95/2 61/2 120/2 127/2 124/2 116/2 102/2 87/3 121/2 127/2 124/2 116/2 99/2 65/3 120/2 7-7/8 152/2 140/2 129/2 103/2 86/3 131/2 138/2 135/2 125/2 103/2 87/3 131/2 138/2 135/2 126/2 110/2 94/3 131/2 138/2 135/2 126/2 107/2 91/3 131/2 8-5/9 166/2 153/2 139/2 112/2 96/3 143/2 152/2 147/2 139/2 112/2 95/3 143/2 152/2 147/2 139/2 120/3 102/3 143/2 152/2 147/2 139/2 117/3 99/3 143/2 9-1/4 178(2 163/2 149/2 125/3 102/3 154/2 163/2 158/2 148/2 119/3 102/3 154/2 163/2 ISO /2 149/2 128/3 109/3 154/2 163/2 158/2 149/2 124/3 106/3 154/2 214/3 196/3 179/3 144/3 123/4 187/3 198/3 192/3 178/3 143/3 122/3 187/3 196/3 192/3 181/3 152/3 130/4 187/3 198/3 192/3 181/3 149/3 127/4 187/3 11-7/6 225/3 207(3 189/3 152/3 129/4 198/3 209/3 203/3 187/3 151/3 126/4 196/3 209/3 203/3 191/3 160/3 136/4 196/3 209/3 203/3 191/3 156/3 133/4 196/3 14 263/3 242/3 220/3 178/4 151/4 233/3 246/3 239/3 218/3 176/4 L50/9 233/3 246/3 240/3 225/3 186/4 158/4 233/3 246/3 240/3 225/3 181/4 154/4 233/3 16 298/4 274/4 250/4 202/4 172/5 266/3 282/3 271/3 247/4 199/4 170/5 266/3 282/3 274/4 257/4 209/4 178/5 296/3 292/3 274/4 254/4 205/4 174/5 2E6/3 18 333/4 306/4 279/4 225/4 192/5 300/4 317/4 302/4 276/4 222/4 189/5 300/4 317/4 308/4 289/4 233/5 198/5 300/4 317/4 308/4 763/4 228/5 194/5 300/4 20 388/4 339/4 309/5 249/5 212/6 333/4 34/4 333/4 306/5 245/5 209/6 333/4 352/4 342/4 318/5 256/5 218/6 333/4 352/4 341/4 311/5 251/5 214/6 333/4 24 438 / 5 402 / 5 367 / 5 296/ 6 252 / 7 400 / 5 423 / 5 395 / 5 360 / 5 291(6 248/ 7 395/ 5 923/ 5 410 / 5 374 / 5 302/ 6 2V/ 7 400/ 5 123 / 5 403 / 5 368/ 5 297 / 6 253 / 7 400/ 5 g yT 7.1/4 132/2 121/2 111/2 89/2 76/3 115/2 122/2 119/2 110/2 89/2 76/3 115/2 122/2 119/2 Ill/2 96/2 82/3 115/2 122/2 119/2 111/2 93/2 79/3 115/2 7.7/9 143/2 131/2 120/2 97/2 82/3 125/2 133/2 129/2 119/2 96/2 82/3 125/2 133/2 129/2 121/2 103/3 Y/3 125/2 133/2 129/2 121/2 101/3 86/3 125/2 85/6 156/2 143/2 131/2 115%5 90/3 137/2 145/2 141/2 130/2 105/3 89/3 137/2 145/2 141/2 133/3 112/3 96/3 137/2 145/2 141/2 133/3 109/3 93/3 137/2 9-1/4 166/2 153/2 139/3 112/3 96/3 147/2 156/2 151/2 139/3 112/3 95/3 147/2 156/2 151/2 142/3 120/3 102/3 147/2 156/2 151/2 142/3 116/3 99/3 147/2 11.1/4 200/3 184/3 168/3 135/3 115/4 179/3 190/3 163/3 167/3 134/3 114/4 179/3 190/3 184/3 173/3 143/3 122/4 129 /3 190/3 10 4/3 173/3 139/3 119/4 179/3 11-7/8 211/3 194/3 177/3 142/3 121/4 189/3 210/3 192/3 175/3 141/3 120/4 189/3 223/3 200/3 236/3 195/3 229/3 183/3 216/4 150/4 174/4 1213/9 148/5 189/3 223/3 200/3 236/3 - 195/3 229/3 181/3 2171/4 146/3 170/4 125/4 145/5 189/3 223/3 14 246/3 227/3 207/4 167/4 142/4 223/3 236/3 224/3 204/4 165/4 140/4 16 - 280/4 257/4 231/9 189/4 161/5 255/4 270/4 254/4 231/4 187/4 159/5 255/3 270/4 262/4 244/4 196/9 167/5 255/9 270/4 261/4 238/4 192/4 164/5 255/4 18 313/4 287/4 262/4 211/5 180/6 297/4 —317/4 304/4 26.3/4 258/4 708/5 177/5 287/4 304/4 295/4 271/5 218/5 —186/6 287/4 304/4 291/4 265/5 214/5 162/6 287/4 319/5 20 345/4 317/4 289/5 233/5 199/6 337/4 313/4 295/5 230/5 196/6 319/4 337/4 327/5 296/5 240/5 205/6 319/5 337/4— 320/5 292/5 235/5 201/6 24 410/5 377/5 344/6 277/6 236/7 377/5 403/5 371/5 338/6 273/6 232/7 385/5 405/5 395/5 351/6 283/6 241/7 383/5 405/5 376/5 345/6 276/6 237/7 378/5 DESIGN CRITERIA TOTAL ROOF DEAD LOAD: ATTIC LIVE LOAD: MAIL LL OEFLEL.700N: TOTAL DERERION: 15 PSF 0 PSF (NO STORAGE) 1/240 1/180 180 MPH DP:SURE 0 VALID UP TO 30 PSF ROOF LYE LOAD MAx. NOIR: 1 THIS 15053961025408111' RIDGE BEAMS VERSA -LAM - 04 = 2,800 PSI, 2.0E REDL961 - 04 = 2,750 PSI, 2.0E PACTIC WOODTEOH - FB = 3,100 PSI, 2.0E MURPHY - FB = 2,950 P61, 2.0E 2 THE T/181E 15 FOR SIMPLE SPANS AND UN/FORM LOADS ONLY. 3 THIS TABLE ASSURES BEAM 15 FULL DEPTH LATERALLY BRACED AT ENDS AND ATA MAgM84 OF 24" 0 G ALONG THE LENGTH 8Y TRUSSES OR JOISTS CONNECTED TO ONE SIDE 4. REFER TO BEAM INSTALLATION DRAWINGS FOR CONNECTION 0016115. 5. REQ03815 WALL TOP PATE BEARING LENGTH SPE 83, 1v = 425 P51. MINIMUM BEARING REQUIRED PER TABLE, THIS SHEET. 6. FOR RIDGE BEAMS BEARING DIRECTLY ON STUDS (A5 SHOWN ABOVE), BEARING 1ENGIH MAY BE REDUCED BY MULTIPLYING REQUIRED BEARING LENGTH BY 0.66 'RASED ON COMPRESSION PERPENDICULAR TO GRAIN VERSUS PARALLEL TO GRAIN OF SPFY3 (425751 / 650751) = 0 fib) 7. C HECx COLUMN CHART AND NUMBER OF STRAPS REQUIRED FOR MINIMUM NUMBER OF 5TU05 FOR THE OPENING. USE LARGER OF THE TWO NUMBERS TRIERS 84 24' 0.C. NAV STRAPS PER WA10,01 BIDOONG REQUIRED IF NO TRUSS IS LOCATED IN BEARING AREA. ATTACH RIDGE BEAM TO TRUSS VERTIGL5 PER PAGE FL SECTION CONNECT RIDGE BEAM TO RAIL WITH SPLICE PATE OR PER PAGE 0603.01 MAT OR VAULTED CEILING OPENING 8645206 LENGTH COLUMN PER CHART CHAMPION MANUFACTURED BEAUTIFULLY" 1.111.1fiG Ktl11 E7Yil1 •L 96081 APPROVEFr5 SEAL Reviewed: October 8, 2018 Reviewed by: James A Rothman, PE PFS Corporation - QC Dept. 54011171CATION6 TIRE: ROOF RIDGE BEAM SPAN 00 LVCHLART 2 MODEL (HTE 08R616 SCALE CM/6449Y. GORP. CNFMhBre. MOO WOE MC 2016 CR109•1/0.160 71.0-3440AE:13-ROOF BELYIDM ux 2018 SHEET NO RF03.02 PAVE' 1 OF 1 •9IDPRIETARY AND CONFIOEM911, THESE DRAVONGS AND SPECIFICATIONS ERuova PRO CONFIDENTIAL MATERIALS CISVARON E S, INC ALLOWABLE BEAM SPANS (IN.) / REOUIRED BEARING STUDS (WIND SPEED 180 8MI, E2(P. D MAIOMUM) DESIGN CRITERIA TOTAL ROOF DEM LOAD: 15 POE ATTIC LIVE LOAD: 0 p9F (NO STORAGE) MAIL LL DERECDON: L/240 TOTAL DEFLECTION: 0/180 85.1L NOTES 1. TABLE 1S FOR 2,4 LUMBER (SPF) RIDGE BEAM5, 2. TABLE IS FOR SIMPLE SPANS AND UNIFORM LOADS ONLY. 3. TABLE ASSUMES BEAM 15 RA/ DEPTH LATERALLY BRA® AT ENDS AND ATA MAXIMUM OF 24• 0.0 ALONG THE LENGTH 8Y TRUSSES OR 30615 CONNECTED TO ONE SIDE 4. REFER TO RFO3. 01 FOR CONNECTION DETAILS. 5 REQUIRED TOP RATE BEARING LENG111 SPF, Fp, = 425 p51. 6 FOR TRUSS TO RIDGE BEAM FASTENING SEE RF03.01. 2A RIDGE BEM( COMPRE590N STRIP TOP PLATE - FEB = 425 PS1 MARRIAGE WALL COLUMN 7. 17RrX GC6141 0N440 A140 547'065061055715511552605 FOR.61614. R HUM660 OF SILOS FOR THE OP9EIING LSF. LARGER OF THE"5W5MR46ERS TRUSSES ® 24 O.0 (MAI) STRAPS PER WA10.01 BLOOMS REQUIRED IF NO TRUSS I5 LOCATED IN BEARING AREA. ATT80L 908056r10 TEAS WIffiCAIS PTR PAGE FA SELTKf1 ROM SIAM FLAT OR VAULTED CEILING GONNKT RIDGE BEAM TO RAIL WITH SPLICE PLATE 0R PIX PAGE R=03.01 9MINS LENGTH MVP% PER CHART CHAMP[ON MANUFACTURED BEAUTIFULLY' 766 W. NOV 4eo81 APPROVER'S SEAL Reviewed: October B, 2018 Reviewed by: James A Rothman, PE PFS Corporation - QC Dept. MODIFICATIONS 71TL� E ROOF RIDGE BEAM SPAN CHARTS 21 SAWN MODEL: DATE. MEM 8 BM MAHN AV 00119 I CHEORED BY BLDG CODE: IRC 2018 CALCS: RF -105 FILENAME 13 -ROOF SECTION INC 2018 SHEET NO RF03.03 PAGE: 3 OF 3 PROPRIETARY AND CONFIDENTIAL THESE DWANE'S AND BUILDERS, nw� P MATERIALS or CRP/ARON BOISE DER SFS SPF 83 SPF 82 5YP 42 HEADER 60E(61') ROOF LWE LOM (RP) ROOF LIVE LOAD LPSP) ROOF LIVE LOAD (POP) 20 30 40 60 90 20 30 L 40 60 90 20 30 40 60 90 FS�y- 9� P., 3.5 36/1 33/1 30/1 N!I •• 48J1 44/1 40/1 32J1 2B/1 M/1 42/1 38/1 33/1 2B/1 5.6 53/1 49/1 45/1 36/1 30/1 71/1 65/1 59/1 48/1 40/1 66/1 63/1 58/1 50/1 42/1 735 68/1 62/1 57/1 46/1 39/1 90/1 82/1 75(1 60/1 51/2 64/1 81/1 73/1 63/1 54/1 9.25 B3/1 76/1 69/1 56/1 47/2 11011 101/1 92/2 74/2 63/2 100/1 96/1 87/1 75/1 65/2 11.75 96/1 B8/1 80/1 65/2 55/2 177/2 117/2 106/2 86/2 73/2 118/1 113/1 103/1 89/2 76/2 Yg L ID 3.5 34/1 31/1 28/1 -• •- 45/1 41/1 38/1 30/1 26/1 41/1 39/1 36/1 31/1 26/1 5.8 50/1 46/1 42/1 34/1 28/1 66/1 61/1 55/1 44/1 38/1 62/1 59/1 54/1 47/1 40/1 7.25 63/1 58/1 53/1 43/1 36/1 84/1 77/1 70/1 56/1 48/2 79/1 75/1 69/1 59/1 50/1 9.25 77/1 71/1 65/1 4/1 49/2 102/2 94/2 86/2 66/2 59/2 93/1 B9/1 82/1 76/1 60/2 11.25 90/1 82/1 75/1 61/2 51/2 119/2 109/2 100/2 80/2 68/2 110/1 105/1 96/1 833/2 71/2 i5.5 35 32/1 29/1 27/1 .. '. 42/1 39/1 35/1 78/1 24/1 39/1 37/1 34/1 29/1 25/1 47/1 93/1 39/1 31/1 27/1 fit/1 57/1 52/1 4/1 35/1 SB/1 56/1 51/1 44/1 37/1 735 5911 54/1 50/1 40/1 31/1 7811 77/1 fib/1 5312 45/2 7911 71/1 64/1 56/1 47/1 9.25 72/1 67/1 61/1 49/1 42/2 96/2 88/2 80/2 65/2 55/2 87/1 64/1 76/1 66/2 56/2 1135 B4/1 77/1 70/2 57/2 48/2 111/2 102/2 93/2 75/2 64/2 103/1 99/1 90/2 76/2 66/2 DESIGN CRITERIA TOTAL ROOF DEM LOAD: 15 POE ATTIC LIVE LOAD: 0 p9F (NO STORAGE) MAIL LL DERECDON: L/240 TOTAL DEFLECTION: 0/180 85.1L NOTES 1. TABLE 1S FOR 2,4 LUMBER (SPF) RIDGE BEAM5, 2. TABLE IS FOR SIMPLE SPANS AND UNIFORM LOADS ONLY. 3. TABLE ASSUMES BEAM 15 RA/ DEPTH LATERALLY BRA® AT ENDS AND ATA MAXIMUM OF 24• 0.0 ALONG THE LENGTH 8Y TRUSSES OR 30615 CONNECTED TO ONE SIDE 4. REFER TO RFO3. 01 FOR CONNECTION DETAILS. 5 REQUIRED TOP RATE BEARING LENG111 SPF, Fp, = 425 p51. 6 FOR TRUSS TO RIDGE BEAM FASTENING SEE RF03.01. 2A RIDGE BEM( COMPRE590N STRIP TOP PLATE - FEB = 425 PS1 MARRIAGE WALL COLUMN 7. 17RrX GC6141 0N440 A140 547'065061055715511552605 FOR.61614. R HUM660 OF SILOS FOR THE OP9EIING LSF. LARGER OF THE"5W5MR46ERS TRUSSES ® 24 O.0 (MAI) STRAPS PER WA10.01 BLOOMS REQUIRED IF NO TRUSS I5 LOCATED IN BEARING AREA. ATT80L 908056r10 TEAS WIffiCAIS PTR PAGE FA SELTKf1 ROM SIAM FLAT OR VAULTED CEILING GONNKT RIDGE BEAM TO RAIL WITH SPLICE PLATE 0R PIX PAGE R=03.01 9MINS LENGTH MVP% PER CHART CHAMP[ON MANUFACTURED BEAUTIFULLY' 766 W. NOV 4eo81 APPROVER'S SEAL Reviewed: October B, 2018 Reviewed by: James A Rothman, PE PFS Corporation - QC Dept. MODIFICATIONS 71TL� E ROOF RIDGE BEAM SPAN CHARTS 21 SAWN MODEL: DATE. MEM 8 BM MAHN AV 00119 I CHEORED BY BLDG CODE: IRC 2018 CALCS: RF -105 FILENAME 13 -ROOF SECTION INC 2018 SHEET NO RF03.03 PAGE: 3 OF 3 PROPRIETARY AND CONFIDENTIAL THESE DWANE'S AND BUILDERS, nw� P MATERIALS or CRP/ARON BOISE DER RANDi SIDEWALL HEADER REQUIREMENT5 (HIGH WIND ZONES) THE FOLLOWING CHARTS LST THE MAXIMUM ALLOWABLE CLEAR SPAN OPENINGS (1140115)13.15513 ON THE TYPE AND QUANTITY OF MEMBERS. 45506ND 940W LOAD: A5 SHOWN ATTIC LIVE TMD: 0 PSE ROOF DEAD LOAD: 15 PSF MAXD51M OVERHANG: 1r (MAX), 111. (MAX ON 1651 MODULES) WIND 51$D: 180 MPH (MAX) 4500916E CATEGORY: D 110512: STUD GRADE LIMBER MAY BE 511B50ME0 FOR 83 GM0E LUMBER. C)SIHGLE PLY Kr -Ansa g46i5TRUCT)ON FACE NAIL MH4619/5 TOGETHER WITH 0.13133W NAILS AT 8' 0 C STAGGERED, OR PER FA SECTION. NOTE: ALL MEMBERS SHALL BE 80% GLUED WITH PVA 1N ADDITION 10 MECHANICAL FASTENING ODODBLE PLY HEADER CONSTRUCTION FACE NAR MEMBERS TOGETHER WITH 0.131623)" NAILS AT 8' O.0 STAGGERED. NOTE: ALL MEMBERS SMALL 13E13096 GLUED WITH PVA IN ADDRION TO MECHANICAL FA5T@8NG. 3 1TRIPLE PLY HEADO4 CONSTRUCTION SINGLE OR DOUBLE TOP PLATE (4) 0.13132)5' NAILS EA01 HID 2.6 SAME 597E 6 GRADE A5 MUD FRAMING (SINGLE PLY ONLY) TYPICAL 1605 TYPIOLLJAMB OPTIONAL UINTA 581 9401E 06001131E TOP PLATE ..--. - 26 SAME S120 IL MADE A5 STUD FRAA411NG (SINGLE PLY ONLY) (4) 0.13102)4" NAILS EACH BIO (MAY BE TOE -NAILED) 20 SAME 597E B GRADE AS STUD FRAMING (SINGLE PLY ONLY) TYPICAL JAMB TYPICAL 1605 MAXIMUM HEADER SPAN (IN) / NUMBER OF JACK STUDS' •NOTE: NUMBER OF M05 STUDS IN CHART 15 BASED ON 5E8191 NG AREA REQUIREMF34TS, NUMBER OF 1600 STUDS MAY HAVE TO BE INCREASED BASED 09 THE NUMBER OF STRAPS REQUMED 10.143651 OF (1Py7 51RA15 RE9-xe;r FOR WIND LOADS UP TO 160 MIH 018'. C: • (1) 2666 531461.4 FOR SPANS LOj TWA p' • (2) 2664 STRAPS FOR SPANS BO' 2 160" • (3) 2664 STRAPS FOR SPANS 160' 2 240" FOR 19170:11911.05 /MID 150 MPI EAP. D • (1) 2600 STUP FOR 0,6701255 THAN 45' • (2) 26616 STRAPS FOR SPANS 45' 290" • (3) 2666 STRAPS FOR 5PAN5 913' 2 132" • (4) 2666 STRAPS FOR SANS 132' 2 180' (5308 REQUIRED) (1,0608 REQUIRED) (1.5908 REQUIRED) (5398 REQUIRED) (1,0505 REQUIRED) (13408 REQI5R0D) (2,1008 REQUIRED) CHAMPION MANUFACTURED BEAUTIFULLY.' W.10 VOW' SLATE MA...D 1501,68 41061 APPROVER'S SEAL lowed: October 86 2018 Reviewed by: James A Rothman, PE PFS Corporation -QC Dept- MODIFICATIONS ept MODIFICATIONS TITLE: HIGH WIND SIDEWALL HEADERS WALLS MODEL: DATE 06[70,10 SCALE MIAMI 6Y:CERP 0 4EC150 BY BLDG CODE: IRC 2018 CALCS: MW -105 FILENAME:11-WALL SECTION IRC 201B !MET HO, WA05.51 PAGE 1 OF 1 PROPRIETARY AND CONFIDENTIAL THESE PRANANGS AND SPECIFIC. IOHS ARE ORIGINAL PROPRIETARY AND CONFIDENTIAL EAS INC MATERIALS OF CHAMPION HOME ID 5700E5 00763 55682 SYP82 HEADER SQE GROUND SNOW LOAD(PSF) CA7AN0SNOW LOAD (PSI GROUND SNOW LOAD(PSA) 20 30 40 60 ( 90 20 30 40 60 90 20 30 40 60 90 1 ¢p q R 5' g 264 32/1 31/1 28/1 • ••/-• --/-- 43/1 41/1 37/1 30/1 ~ 2611 I 39/1 39/1 33/i 31/1 26/1 DE 47/1 45/1 41/1 33/1 28/1 63/1 60/1 55/1 44/1 38/1 59/1 58/1 53/1 46/1 39/1 218 60/1 57/1 52/1 42/1 36/1 BO/1 76/1 69/1 56/2 48/2 75/1 74/1 68/1 59/1 50/1 2510 66/1 66/1 64/1 52/1 44/2 87/1 87/1 135/2 69/2 59/2 83/1 83/1 BO/1 70/1 60/2 202 66/1 66/1 86/1 60/2 51/2 87/1 B7/1 87/2 80/2 68/2 81/1 61/1 61/1 81/2 70/2 y266 $ 264 31/1 29/1 26/1 --/•- -•/•• 41/1 38/1 35/1 28/1 24/1 37/1 37/1 34/1 29/1 25/1 45/1 43/1 39/1 31/1 11/1 60/1 57/1 52/1 42/1 36/1 56/1 55/1 51/1 44/1 37/1 238 57/1 54/1 49/1 90/1 31/1 76/1 72/1 66/2 53/2 95/2 71/1 70/1 64/1 56/1 48/1 2610 66/1 66/1 61/1 49/1 42/2 B7/2 87/2 BO/2 65/2 55/2 63/1 03/1 76/1 66/1 57/2 2512 66/1 65/1 66/2 57/2 49/2 87/2 B7/2 87/2 75/2 64/2 81/1 81/1 81/1 78/2 67/2 24 30/1 29/1 26/1 --/"- ••/-• 40/1 38/1 35/1 28/1 24/1 37/1 36/1 33/1 29/1 24/1 DE 44/1 92/1 38/1 31/1 26/1 59/1 56/1 51/1 41/1 35/1 55/1 54/1 50/1 43/1 37/1 2613 56/1 53/1 49/1 39/1 34/1 74/1 71/1 65/2 52/2 45/2 70/1 69/1 63/1 55/1 47/2 2610 66/1 65/1 60/1 48/1 41/2 87/2 86/2 79/2 64/2 55/2 83/1 82/1 75/1 65/2 56/2 2612 66/1 66/1 66/2 56/2 48/2 87/2 67/2 87/2 74/2 63/2 81/1 81/1 ID /1 77/2 66/2 1 . .. DOUBLE E PLY HEADER 294 46/1 43/1 40/1 32/1 27/1 60/1 58/1 S3/1 4:3/1 38/1 36/1 55/1 5011 44/1 37/1 2X6 67/1 64/1 58/1 47/1 40/1 79/1 79/1 77/1 63/1 53/1 79/1 79/1 76/1 66/1 56/1 298 81/1 61/1 74/1 60/1 51/1 67/1 87/1 67/1 79/1 68/1 87/1 87/1 87/1 83/1 71/1 2610 89/1 1 69/1 89/1 73/1 63/1 94/1 94/1 94/1 94/1 83/2 94/1 94/1 94/1 91/1 85/1 2612 95/1 9511 95/1 85/1 73/1 100/1 100/1 100/1 100/1 96/2 100/1 100/1 100/1 100/1 100/1 $ 284 43/1 41/1 38/1 30/1 26/1 59/1 5/1 m/1 40/1 34/1 53/1 52/1 48/1 41/1 35/1 218 64/1 60/1 55/1 95/1 38/1 79/1 79/1 73/1 59/1 51/1 79/1 78/1 72/1 62/1 53/1 2® 61/1 77/1 70/1 57/1 48/1 137/1 67/1 87/1 75/1 64/1 87/1 87/1 87/1 79/1 67/1 2610 89/1 89/1 86/1 69/1 59/1 94/1 94/1 94/1 92/1 79/2 94/1 94/1 94/1 94/1 80/1 2612 95/1 95/1 95/1 81/1 69/1 100/1 100/1 100/1 100/2 9112 100/1 100/1 100/1 1W/1 94/1 5 264 43/1 4111 37/1 30/1 26/1 57/1 54/1 49/1 40/1 39/1 52)1 51/1 47/1 41/1 35/1 266 63/1 60/1 54/1 44/1 36/1 79/1 79/1 72/1 53/1 50/1 78/1 77/1 71/1 61/1 4/1 2x13 80/1 76/1 69/1 56/1 48/1 87/1 87/1 87/1 74/1 63/1 87/1 87/1 87/1 78/1 66/1 2610 89/1 69/1 84/1 68/1 58/1 94/1 94/1 94/1 91/1 77/2 94/1 94/1 94/1 92/1 79/1 2612 95/1 95/1 95/1 79/1 68/1 100/1 100/1 100/1 100/2 90/2 100/1 100/1 100/1 100/1 93/1 12612 pp 22 l' 284 60/1 57/1 52/1 41/1 36(1 69/1 69/1 r 69/1 56/1 48/1 69/1 69/1 66/1 57/1 49/1 -09 89/1 84/1 77/1 62/1 53/1 108/1 108/1 102/1 82/1 70/1 1013/1 108/1 99/1 86/1 74/1 09 117/1 111/1 101/1 82/1 70/1 130/1 130/1 130/1 109/1 93/1 130/1 130/1 126/1 110/1 94/1 2610 134/1 131/1 124/1 101/1 86/1 141/1 141/1 141/1 133/1 114/1 141/1 141/1 141/1 130/1 111/1 143/1 143/1 143/1 117/1 100/1 151/1 151/1 151/1 151/1 133/2 151/1 151/1 151/1 151/1 131/1 g g9,, 0 294 57/1 54/1 50/1 40/1 34/1 66/1 66/1 66/1 33%1 45/1 66/1 66/1 63/1 54/1 46/1 66 2 84/1 130/1 73/1 59/1 50/1 105/1 16 /1 96/1 78/1 67/1 104/1 103/1 94/1 82/1 70/1 268 111/1 105/1 96/1 78/1 66/1 130/1 130/1 127/1 103/1 88/1 130/1 136/1 120/1 104/1 89/1 2610 134/1 129/1 118/1 95/1 82/1 141/1 141/1 141/1 126/1 108/1 141/1 141/1 141/1 123/1 105/1 2612 143/1 143/1 137/1 111/1 95/1 151/1 151/1 151/1 147/1 126/2 151/1 151/1 151/1 145/1 124/1 p Y F- -- 2x 4 56/1 53/1 49/1 39/1 34/1 67 /1 67 /1 65/1 52/1 45/1 66/1 66/1 62/1 5411 46/1 266 53/1 78/1 72/1 58/1 50/1 106/1 104/1 95/1 77/1 66/1 103/1 101/1 93/1 81/1 69/1 268 109/1 103/1 95/1 77/1 65/1 130/1 130/1 125/1 101/1 87/1 130/1 179/1 118/1 012/1 87/1 2810 134/1 127/1 116/1 94/1 B0/1 141/1 141/1 141/1 124/1 106/2 141/1 141/1 140/1 121/1 104/1 2612 143/1 143/1 135/1 130/1 94/1 151/1 151/1 151/1 145/2 124/2 151/1 151/1 15111 143/1 02/1 •NOTE: NUMBER OF M05 STUDS IN CHART 15 BASED ON 5E8191 NG AREA REQUIREMF34TS, NUMBER OF 1600 STUDS MAY HAVE TO BE INCREASED BASED 09 THE NUMBER OF STRAPS REQUMED 10.143651 OF (1Py7 51RA15 RE9-xe;r FOR WIND LOADS UP TO 160 MIH 018'. C: • (1) 2666 531461.4 FOR SPANS LOj TWA p' • (2) 2664 STRAPS FOR SPANS BO' 2 160" • (3) 2664 STRAPS FOR SPANS 160' 2 240" FOR 19170:11911.05 /MID 150 MPI EAP. D • (1) 2600 STUP FOR 0,6701255 THAN 45' • (2) 26616 STRAPS FOR SPANS 45' 290" • (3) 2666 STRAPS FOR 5PAN5 913' 2 132" • (4) 2666 STRAPS FOR SANS 132' 2 180' (5308 REQUIRED) (1,0608 REQUIRED) (1.5908 REQUIRED) (5398 REQUIRED) (1,0505 REQUIRED) (13408 REQI5R0D) (2,1008 REQUIRED) CHAMPION MANUFACTURED BEAUTIFULLY.' W.10 VOW' SLATE MA...D 1501,68 41061 APPROVER'S SEAL lowed: October 86 2018 Reviewed by: James A Rothman, PE PFS Corporation -QC Dept- MODIFICATIONS ept MODIFICATIONS TITLE: HIGH WIND SIDEWALL HEADERS WALLS MODEL: DATE 06[70,10 SCALE MIAMI 6Y:CERP 0 4EC150 BY BLDG CODE: IRC 2018 CALCS: MW -105 FILENAME:11-WALL SECTION IRC 201B !MET HO, WA05.51 PAGE 1 OF 1 PROPRIETARY AND CONFIDENTIAL THESE PRANANGS AND SPECIFIC. IOHS ARE ORIGINAL PROPRIETARY AND CONFIDENTIAL EAS INC MATERIALS OF CHAMPION HOME ID GENERAL NOTES: CHAMPION 1 1146 FASTENING SCHEDULE TO BE USE) FDR ALL COMPONENTS UNLESS NOM OTHERWSE 2 FASTENING SOIDIILE 6 WISED ON SPF WMaet MINIMUM. 3 WHET GIDE IS SPECIFIED, OA MIMiM1M COVERAGE MANUFACTURED BEAUTIFULLY" STO WE L5ED UNLES 94E0F'® OTHERWISE GIME 7D CONFORM TO ASTM C557. 755W.UO RAVERIC OSA111E11000110O/,M 10054 4- ALL TA9IENMF>i; ARE NLYIaAL LARQR RASTRR6 ANOIT111CLTHA SpKpiy MAYBE USED PRIM= Thr, DO FIDE 0O+MSE T1@ TIALUCIIPAL NE3®FA 5. FASTENER 155501GMAVVARYNARASLONGASTEP4QNG 1] CLUED Y100..NEI OVER A DISTANCE FAFTNERSTHAN0.IG 15(4)lFDCUEB• 0.C. BUT n , `¢ p,U 0 Lice //,te�t {f r\53, -,........y •I�p r(0 .;4 C <`- 0 II LS6INNE10S WIMIP(2: ACTUAL SPACING 610' WFTWEF74 (2) FASTENERS THAN O.L iF (4) FAS7ENHS EFFECTIVE WITHIN 32' SPACING. EIEHERTORIAa• (TOEGGARING6 warauDTOE-SCAE6), 3 S7 9 ��m: it : yA. 6. M1313:4 FASTENERS 7D BE INSTALLED ATA30 414156 WITH THE RE7F]V5NG MFHB9IAND START APP1160MATE.Y 1/3 THE LENGTH FROM MEMBER END. STAPLES SHALL NOT BE "Miff (SEE FIGINE ATH65HEET). v 7. FOR STARS NOT SPECIFIED ON 7116 DRAWING SEE APPLICABLE DETAILS IN T511 PACKAGE - 41/4. ; 53094 -0 NNi-P•• . /45 ./4 I, 11.; S/0 4 * Tr ,. sj APPROVER'S 5EA1 I A 1.Tt7E-NA)L DETAIL eviewed: October 8, 2018 Reviewed by: James A Rothman, PE PFS Corporation - QC Dept. FASTENER SUBSTIRmON NOTES: SUBSTITUTION METHOD (2x MATERIAL ONLY): 1 114E SHORN SUBSTITUTION CHART 6 APRIGHE TO ALL WRIER SPECIE 1. 0i{R7 IS MY VALID MINE 8001 -116 88124936 N SINGLE SHEAR ARE OF --' THE WE 9!>6ESAVO r 1011 AL 09111004Ess. 2. FCMTIE-FA5TEN015G 051.4145E8-Ra05 A' ARM, mtERE L 6 THE OW 5C1410N5 LENGTH OF THE FAST-'- 2. MULTIPLY -THE MIMBER cc 1HE FASTENERS SPECIFIED BY THE MULTIPLIER 3. 7FE EDGE DISTANCE, END DISTANCE AND FASTENER SPACING SHALL BE SHOWN IN THE TABLE BELOW 19 THE COLUMN UNDER THE F451164 R DESIRED 7C OBTAIN THE EQUIVALENT NUMBER OF FASTENERS 0130191 SUFFICIENT TO PREV1PF THE SPLITTING OF THE WOOD. 3. IF THE FASTENER SPACING 6 SPECIFIED ON T10 APPROVED DRAWING, 4. FOR REQUIRE) PENETRATION DETAILS 500111141960 1505 SHEET. DIVIDE THE SPACING SPECIFIED BY THE BEIM 'MULTIPLIER' 70 PRAM THE SUBSTITUTE FASTENER SPACING. 5. DISARM FACTOR = 1.0 FOR ALL L1140 CAPACITIES 6. APPLICABLE CODE NOS 201a (NAILS 6 061105) eat -1539 (STAPLES) I 995N[304R OESepED -_�- T NILE: SPECKED FASTENER 15 GA STARE L4 GA.. 0.09982)5 NAIL 0.1030025 NAIL 0.11.302)4 NAIL 0.1701]" NAIL 5.1298334• Wa 0.1311Q�L^ NII 0 1313 NAIL 0.131x3)(• NAIL p. r O•NAL^ p•1N O�NAIL ^ SCAEW S SCREW GENERAL NOTES / FASTENER SUBSTITUTION 150-VNu 09 1.7 09 0.13 06 OS 0.1 0.5 05 0.5 0.4 a4 0.4 0.5 0.4 04 FASTENING 1415& STARE 1.1 13 1-0 0.9 03 0.7 Eta OA 0.1 05 05 05 04 OA 05 0.4 11 NU REQUIRED PENETRATOR --- - rAuutL. 0-0M2W WA 0.0 a9 OA 0.7 03 OS 04 pA OA 0.S 0.4 0.4 03 0.5 04 / I - INTO MAIN NEMER a118101A• NAIL 1.1 1.0 13 0.9 0.7 03 0.9 0.6 06 0,5 OS 0.5 0.4 03 Y / 1 7 • I. FOR STARES G.111.19. NAR 1.3 1.1 13 1.1 09 0.90.9 0.7 0.7 OA 03 05 OS 0.6 0.5 0.4 • 100 FOR NODS • 100 ROOT DIAMETER 0.611151. NAIL 16 1.5 1.9 1.5 !] 1.0 11 OA OA 0.8 0.7 0.6 0,5 ! FOR SCREWS DATE:0998/18 'SCALE: 0L26H�(• NAIL 0.6 1.5 19 LS 1.3 1.0 0.7 0 06 0.9 0.7 0.b 11 DRAWN BY:CORP. CHECKED BY: 0131=:- NAR 1.5 11 Q.1 OA 0.B 0.7 02 06 A9 0.7 0.6 /! 2x 5IDEMEMBER BLDG CODE: IRC 2015 13 19 12 103 0.9 Ds 0.11 0.8 _ 0.8 0.6 0.6 RE 0.B 0.6 0.0 CALCS: FA -100 01311.3• NAIL 1-9 1.7 7.7 1.7 IS L2 13 13 1.0 0.7 01 0B 0-7 1.0 0.8 0.8 0.131X.$"3" NAR 19 1.7 23 v1S 12 1.2 1.3 10 0.9 09 GIB 03 1.0 OA 0A 112" 0.1320475p0 21 1.9 2S 19 16 1.3 1.3 1.4 11 1-1 0.9 0.9 0.8 0.1490•N411 2.3 2.1 2.6 21 Is L4 14 16 1.3 0.9 08 0.11014' NUL 2.3 2.1 12 1-2 1.1 1,0 09 L3 _ to A9 FILENAME: FASTENING • MAL 7-6 J3 2A 33 2.1 2a 1B to 1.4 L6 1.4 16u 1.5 1.2 13 12 13 1.1 L3 1.0 1.1 u 0.9 13 u 1.0 11 0.9 1D �� SHEET NO: 413 SCBE - ��NAiL P TRAT1one MIA* FA01. 01 910 SOLLiV OO NOT SUBSTITUTE STARS OR NAILS FOR SCREWS UNLESS R 6 SPT$ID7 ON TLE APPROVE) CRANING 0A A.7 On 5131@W 1.0 09 PAGE'. 1 OF 1 L4 1.1 PROPRIETARY AND CONIFNTIN - - TNECONINNLFN PROPRIINDNFDETALNES OF CCPERiNH1,1010NYOCAP.PICN rREScheck Software Version 4.6.5 s,%46 Compliance Certificate Project Energy Code: Location: Construction Type: Project Type: Conditioned Floor Area: Glazing Area Climate Zone: Permit Date: Permit Number: Construction Site: 2015 IECC Silt, Colorado Single-family New Construction 2,088 ft2 10% 5 (6881 HDD) Owner/Agent: Designer/Contractor: Compliance: Passes using UA trade-off Compliance: 0.4% Better Than Code Maximum UA: 254 Your UA: 253 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 Assembly Gross Area Cavity Cont. or R -Value R -Value U -Factor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E Door 1: Solid Rim Joist: Wood Frame, 16" o.c. Crawl 1: Solid Concrete or Masonry Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' 2,088 21.0 29.0 0.020 42 1,616 21.0 0.0 0.057 79 182 0.330 60 43 0.290 12 202 21.0 0.0 0.057 12 808 0.0 10.0 0.079 48 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 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. �X 4442 Peees1e_ Name - Title Signature Date Project Title: Report date: 09/28/20 Data filename: M:\Eng\PRODUCT LINES\MODELS-SPECIAL\2020\09-SEPT105-NG72 MOD -AFFORDABLE- Page 1 of 1 GUTIERREZ\APPROVALS105-NG72-GUTIARREZ CO ResCheck.rck 2015 IECC Energy ro" t Efficiency Certificate Insulation Rating R -Value Above -Grade Wall Below -Grade Wall Floor Ceiling / Roof Ductwork (unconditioned spaces): 21.00 10.00 0.00 50.00 Glass & Door Rating U -Factor SHGC Window Door Heating & Cooling Equipment Heating System: Cooling System: Water Heater: 0.33 0.29 Efficiency C e. l G.-. Name: J av11 eerie- Date: ?/z of z0Z Comments