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Home My WebLink AboutPLANS Accessory Building 1750 S Saint Vrain 2021-12-15OHE OHE OHE OHE OHE O HE OHE OHE OHE O HE O H E O H E O H E O H E O H E O H E O H E O H E O H E S O U T H S AI N T V R AI N (H W Y 7) S73° 53' 32" E 266.67' FOUND #4 REBAR LS# 9485 FOUND #4 REBAR LS# 6499N43° 22' 47" E 97.30'N26° 27' 50" E 161.57' STEEL FENCE POST FOUND #4 REBAR LS# 9485 NEIG HB O R'S PA RKIN G N61° 20' 32" W 221.97' N 3 8° 5 6' 2 1" E 3 1 8.6 2' FOUND #4 REBAR LS# 6499 OVERHEAD ELECTRIC GRAVEL DRIVE OUTHOUSE SEPTIC TANK S G U E S T R O O M EXISTING ONE STORY HOUSE PATIO PROPANE 9.40' 55.20' 2 9.0 0' 2 2.0 0' 1 2.6 0' 1 6.0 0' 1 6.0 0' 1 2.0 0' 2 0.0 0' 3 9.5 0' 3 1.6 0' 78.80' 5 0.0 0' 4 0.0 0' PROPSOED GARAGE 2,000 SQ. FT. F R O N T S E T B A C K 2 5.0 0' 10.00' SIDE SETBACK 10.00' REAR SETBACK 1 5 .0 0' 15.00' REAR SETBACK 10.00' SIDE SETBACK ELECTRICAL PANEL N 2 7.0 0' SHEET NO. REV.DESCRIPTION DATE ISSUED PLAN DATES 15940 S. GOLDEN ROAD GOLDEN, COLORADO 303.284.1276 ARCHITECTURE STUDIO 646 ______________ 12 / 7 / 2 0 2 1 5 : 0 4 : 4 2 P M ARCHITECTURAL SITE PLAN 21-044 PERMIT SUBMITTAL 12.07.2021 A-100 NELSON'S GARAGE 1750 S. SAINT VRAIN AVE ESTES PARK, CO 80517 12.07.2021 1" = 20'-0"1 ARCHITECTURAL SITE PLAN TOWN OF ESTES PARK ADOPTED BUILDING CODES: 2015 INTERNATIONAL BUILDING CODES WITH LOCAL AMENDMENTS AND SIGNIFICATN CHANGES IRC -INTERNATIONAL RESIDENTIAL CODE LOCAL AMENDMENTS &, SIGNIFICANT CHANGES IRC -LOCAL AMENDMENTS REGARDING VACATION HOMES IFGC -INTERNATIONAL FUEL GAS CODE LOCAL AMENDMENTS &, SIGNIFICANT CHANGES IMC -INTERNATIONAL MECHANICAL CODE LOCAL AMENDMENTS &, SIGNIFICANT CHANGES IPC -INTERNATIONAL PLUMBING CODE LOCAL AMENDMENTS &, SIGNIFICANT CHANGES IPMC -INTERNATIONAL PLUMBING CODE LOCAL AMENDMENTS &, SIGNIFICANT CHANGES IFC -ESTES VALLEY FIRE PROTECTION DISTRICT REGULATIONS IECC -INTERNATIONAL ENERGY CONSERVATION CODE LOCAL AMENDMENTS &, SIGNIFICANT CHANGES ADDRESS: 1750 S SAINT VRAIN AVE. CITY AND STATE: ESTES PARK, COLORADO COUNTY: LARIMER COUNTY ZONE LOT AREA: 65,340 S.F. (1.50 ACRES) ZONING DISTRICT: ESTATE: 1/2 ACRE MIN (E) SITE STATISTICS: All work shall be performed by Licensed Contractors OR work shall be performed by the homeowner residing in the dwelling. Issuance of a permit or approval of these construction documents shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the adopted codes or of other ordinances of this jurisdiction. A permit presuming to give authority to violate or cancel the provisions of these codes shall be invalid. PLANS AND CONSTRUCTION SHALL MEET THE 2015 IRC, 2020 NEC AND ALL APPLICABLE MUNICIPAL CODES & ORDINANCES PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector This structure must comply with the requirements of the 2020 National Electrical Code ALL ARCHITECTURAL PLANS, ENGINEERED PLANS, SOILS REPORTS, TRUSS DRAWINGS, ENERGY CODE REPORTS/RESCHECKS MUST BE ONSITE FOR INSPECTORS REVIEW. Accessory Structures shall not be used for living or sleeping quarters and shall not contain plumbing capable of facilitating a bathroom or kitchen. OPEN HOLE INSPECTION IS REQUIRED BY GEOTECHNICAL ENGINEER AT TIME OF EXCAVATION - DUE TO NO SOILS REPORT - TO VERIFY SOIL BEARING CONDITIONS FOR FOOTING DESIGN REVIEWED BY SAFEBUILT - PBLAND APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 12/15/2021 A-102 1 A-1024 A-102 A-102 2 3 1 A-103 50' - 0" 40 ' - 0 " 6030 25' - 0"25' - 0" ELECTRICAL PANEL BATHROOM 8' - 0" 5' - 2 " 6030 RO O F R I D G E A B O V E 9' - 0"12' - 6"7' - 9"17' - 0"3' - 9" 50' - 0" 40 ' - 0 " 10 X 10 OVERHEAD DOOR14 X 10 OVERHEAD DOOR 30 6 8 3068 4' - 0"2' - 6" PROPOSED GARAGE CONCRETE SLAB UNINSULATED GFCI 33 ' - 7 1 / 2 " 5' - 5 1 / 2 " 49' - 1" 22 0 V 11 ' - 0 " N PROVIDE ELEC.HEAT AND INSULATE WALLS TO R-19 AND CEILING R-49 BE A M A N D W A L L A B O V E BE A M A N D W A L L A B O V E WALL BELOW WALL BELOW WA L L B E L O W WA L L B E L O W 2' - 0" O. H . 2' - 0 " 2' - 0" O. H . 2' - 0 " 5" / 12"5" / 12"ASPHALT SHINGLE ROOF ASPHALT SHINGLE ROOF 15' - 0"20' - 0"15' - 0" SHEET NO. REV. DESCRIPTION DATE ISSUED PLAN DATES 15940 S. GOLDEN ROAD GOLDEN, COLORADO 303.284.1276 ARCHITECTURE STUDIO 646 ______________ 12 / 7 / 2 0 2 1 5 : 0 4 : 4 3 P M FLOOR PLAN 21-044 PERMIT SUBMITTAL 12.07.2021 A-101 NELSON'S GARAGE 1750 S. SAINT VRAIN AVE ESTES PARK, CO 80517 12.07.2021 1/4" = 1'-0"1 GARAGE FLOOR PLAN W/ ELECTRICAL 1/4" = 1'-0"2 ROOF PLAN Glazing installed in hazardous locations as defined in Section R308.4 shall be Tempered Glass Provide 50 cfm fan in bathroom - vented to exterior - when no natural ventilation is provided by window Fire Block shall be provided in concealed wood framed walls per locations designated in R302.11 Appliance and all Equipment Vent Terminations shall be per manufacturers specifications Any New Gas piping shall be tested for not less than 15 min. @ 1 1/2 times the proposed maximum working pressure but not less than 10 psig. - before it is put into service. See section 2417.4.1 and local amendments Toilets & Lavatories shall be provided with a min. of 21 inches in front each fixture - each side of Toilets shall have 15 inches from the center line of the toilet and any sidewall or other obstructions. Do not remove Manufacturers stickers on windows until after all final inspections PROVIDE ROOF VENT CALCULATIONS SHOWING # OF VENTS REQUIRED FOR INSPECTORS REVIEW. ROOF VENTS REQUIRED FOR ENCLOSED RAFTER SPACES PER R806 & MANUFACTURERS SPECIFICATIONS Provide gutters or a controlled method of water disposal from roofs - that will collect and discharge to the ground surface not less than 5' from foundation or to an approved drainage system. R801.3 FLASHING SHALL BE INSTALLED IN A MANNER THAT WILL PREVENT MOISTURE ENTERING WALLS AND ROOFS R903.2 ICE AND WATER SHEILD IS REQUIRED Manufacturer's installation instructions, as required by code, shall be available on the job site at the time of inspection. R106.1.2 2018 PRESCRIPTIVE INSULATION VALUES: SLAB EDGE = R-10 for 2 ft. FLOOR = R-30 WALLS = R-20 or R-13+R-5 continuous ATTIC/CEILING = R-49 FENESTRATION VALUE: U-FACTOR = R-0.30 PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND Min. one outlet per parking space Garage receptacle outlets shall be provided with 20 amp circuit and GFCI Protected. Only the outdoor receptacle outlets are permitted to be added to this circuit. Bathrooms - Min one - 20 amp circuit - bathroom countertops or similar work surfaces shall be GFCI protected - Typical for each bathroom (2020 NEC 210.8) Receptacles cannot be installed within a zone of 3' horizontally & 8' from the bathtub rim or shower stall threshold (410.10D - 2020 NEC) Outdoor receptacles shall be a min 12" from final grade, roof surfaces or similar locations. Laundry room, Dishwasher, Unfinished basement, garage, & outdoor receptacles shall have GFCI protection. T.O. STUD LEVEL 1 116' -0" 16 ' - 0 " T.O. SLAB 100' -0" 60"x30" 10 X 10 OVERHEAD DOOR 14 X 10 OVERHEAD DOOR 3068 6" FASCIA BOARD GUTTER 2' - 0" ASPHALT SHINGLE ROOF HD R . 8' - 0 " 8" LAP SIDING (TYPICAL) 5" 12" T.O. STUD LEVEL 1 116' -0" T.O. SLAB 100' -0" 30"x60" 8' -0" HDR 16 ' - 0 " O.H. 13' - 0"2' - 0" ASPHALT SHINGLE ROOF 30 ' - 0 " T.O. STUD LEVEL 1 116' -0" T.O. SLAB 100' -0" 30" GRADE CHANGE 16 ' - 0 " O.H. 2' - 0" O.H. 2' - 0" ASPHALT SHINGLE ROOF T.O. STUD LEVEL 1 116' -0" T.O. SLAB 100' -0" 30" GRADE CHANGE 16 ' - 0 " O.H. 2' - 0" O.H. 2' - 0" ASPHALT SHINGLE ROOF 8" LAP SIDING (TYPICAL) SHEET NO. REV. DESCRIPTION DATE ISSUED PLAN DATES 15940 S. GOLDEN ROAD GOLDEN, COLORADO 303.284.1276 ARCHITECTURE STUDIO 646 ______________ 12 / 7 / 2 0 2 1 5 : 0 4 : 4 4 P M GARAGE EXTERIOR ELEVATIONS 21-044 PERMIT SUBMITTAL 12.07.2021 A-102 NELSON'S GARAGE 1750 S. SAINT VRAIN AVE ESTES PARK, CO 80517 12.07.2021 1/4" = 1'-0"1 FRONT ELEVATION 1/4" = 1'-0"2 REAR ELEVATION 1/4" = 1'-0"3 LEFT ELEVATION 1/4" = 1'-0"4 RIGHT ELEVATION General Elevation Notes: - Asphalt shingles to meet nominal 135 MPH wind-speed - All stone, stucco and siding to have a barrier underneath at exterior walls - Roof slopes from 2:12 up to 4:12 require double underlayment - Sills less than 24" - w/72+" of fall require fall protection - Roof Ventilation per R806 - All stairs, landings, guards, rails and walking surfaces to comply with R311 and R312 - All Exterior Coverings shall comply with R703 - All Roofing materials shall comply with R905 - Water-resistive barrier required per R703.2 - Drip edge required on all rakes and eaves - Ice and Water Shield is required PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND T.O. STUD LEVEL 1 116' -0" CONCRETE SLAB INSIDE RE: STRUCT T.O. SLAB 100' -0" 6030 8' -0" HDR BATHROOM PRE-ENGINEERED ROOF TRUSSES FOUND. WALL BEYOND 2' - 0"2' - 0" GRADE BEYOND MI N . 4" MI N . 4" HE E L 1' - 4 " 16 ' - 0 " 8' - 6 " 16 ' - 0 " BEAM RE: STRUCTURAL 5" 12" 5" 12" 15' - 0"20' - 0"15' - 0" 2' - 0"10' - 0"10' - 0"2' - 0" 30 ' - 0 " HE E L 1' - 4 " SHEET NO. REV. DESCRIPTION DATE ISSUED PLAN DATES 15940 S. GOLDEN ROAD GOLDEN, COLORADO 303.284.1276 ARCHITECTURE STUDIO 646 ______________ 12 / 7 / 2 0 2 1 5 : 0 4 : 4 4 P M BUILDING SECTION 21-044 PERMIT SUBMITTAL 12.07.2021 A-103 NELSON'S GARAGE 1750 S. SAINT VRAIN AVE ESTES PARK, CO 80517 12.07.2021 1/4" = 1'-0"1 GARAGE BUILDING SECTION Pre-Engineered Truss Drawings to be on-site for Inspectors Review Interior Finishes per R702 PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND REVIEWED BY SAFEBUILT - PBLAND PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector MIN. 3' SEPARATION BETWEEN GROUNDWATER AND BOTTOM OF FOUNDATION SYSTEM APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 12/15/2021 REVIEWED BY SAFEBUILT - PBLAND PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector OPEN HOLE INSPECTION IS REQUIRED BY GEOTECHNICAL ENGINEER AT TIME OF EXCAVATION - DUE TO NO SOILS REPORT - TO VERIFY SOIL BEARING CONDITIONS FOR FOOTING DESIGN REVIEWED BY SAFEBUILT - PBLAND PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector A01 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A01 A01 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A02 A01 40 - 0 0 - 0 0 40 - 0 0 - 0 0 IRC 2018 65.0 lb/ft² 10.0 lb/ft² 10.0 lb/ft² 175 mph TRUSS SPECIFICATIONS: SPACING...................... PITCH............................ BOTTOM CHORD..... HEEL HEIGHT.............. OVERHANG................. CANTILEVER................ OUTRIGGERS.............. BEARING SIZE............ 2-0-0 o.c. 4/12 FLAT 4-0 1-0-0 NONE NONE 2x4 ROOF DESIGN CRITERIA: CODE.................... SNOW................. TCDL..................... BCDL..................... WIND................... GENERAL NOTES: > TRUSSES ARE BUILT TO CUSTOMER'S SPECIFICATIONS/ NO FIELD VERIFICATION REQUIRED > SUPPORTED GABLE ENDS PROVIDED W/ VERTICAL 2X4'S @ 16" ON CENTER. > STRUCTURAL GABLE ENDS PROVIDED W/ VERTICAL 2X4'S @ 16" ON CENTER. > STRUCTURAL CONNECTORS USED IN THIS DESIGN ARE MANUFACTURED BY USP. ALLOWABLE LOAD CAPACITIES ARE EQUAL TO OR GREATER THAN OTHER CONNECTOR SPECIFICATIONS. > THE BUILDER/PROJECT ENGINEER IS SOLEY RESPONSIBLE FOR THE REVIEW AND APPROVAL OF ALL DESIGN CRITERIA TO INSURE ACCURACY AND FULL COMPLIANCE WITH EXISTING APPLICABLE BUILDING CODE REQUIREMENTS. INCLUDING ALL TIE DOWN CONNECTIONS NEEDED FOR PROPER TRUSS INSTALLATION. RT7A CLIPS ARE PROVIDED BUT MAY NOT MEET ALL UPLIFT REQUIREMENTS. B01 B02 B02 B02 B02 B02 B02 B02 B02 B02 B02 B02 B02 B02 B02 B02 B02 B02 B02 B02 B01 21-00-00 40 - 0 0 - 0 0 - T H I S I S A T R U S S P L A C E M E N T D I A G R A M O N L Y . T h e s e t r u s s e s a r e d e s i g n e d a s i n d i vi d u a l b u i l d i n g c o m p o n e n t s t h a t a r e t o b e in c o r p o r a t e d i n t o t h e b u i l d i n g d e s i g n a t t h e s p e c i f i c a t i o n o f t h e b u i l d i n g d e s i g n e r . S e e i n d i v i d u a l e n g i n e e r i n g d r a w i n g s t o i d e n t i f y t r u s s pl a c e m e n t o n d r a w i n g . B u i l d i n g d e s i g n e r i s r e s p o n s i b l e f o r t e m p o r a r y a n d pe r m a m e n t b r a c i n g o f t h e r o o f a n d f l o o r s y s t e m s f o r ov e r a l l s t r u c t u r e ; a n d t h e d e s i g n o f t he t r u s s s u p p o r t s y s t e m , i n c l u d i n g b ut n o t l i m i t e d t o h e a d e r s , b e a m s , b e a r i n g w a l l s , a n d c o l u m n s . - F o r g e n e r a l g u i d a n c e r e g a r d i n g b r a c i n g , p l e a s e r e f e r t o T r u s s P l a t e I n s t it u t e ' s " B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n " ( B C S I ) b o o k , or B C S I - B 1 f o r m a v a i l a b l e a t t p i n s t . o r g . - A n y s t r u c t u r a l d e t a i l s c a l l e d o u t o n l a y o u t a r e b a s e d o n t h e i n t e r p r e t a t i on o f t h e s t r u c t u r a l p l a n s , a n d a r e n o t s p e c i f i e d b y t h e t r u s s de s i g n e r o r H i g h P l a t e a u T r u s s I n c . NE L S O N ' S C U S T O M C O N S T R U C T I O N DA T E C I T Y , S T A T E , Z I P Es t e s P a r k , C O 21 - 0 7 0 7 JO B # Re v i e w a n d a p p r o v a l o f t h i s l a y o u t a n d c o r r e s p o n d i n g e n g i n e e r i n g dr a w i n g s b y t h e c l i e n t o r c l i e n t ' s a g e n t a r e r e q u i r e d b e f o r e t r u s s e s c a n be s e n t t o p r o d u c t i o n Ap p r o v e d _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D a t e _ _ _ _ _ _ _ _ _ _ AD D R E S S PR O J E C T TB D CU S T O M E R Ne l s o n G a r a g e 11 / 2 9 / 2 0 2 1 ROOF TRUSS LAYOUT PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector 17 5 0 S O U T H S A I N T V R A I N A V E . 412 =3x4 0-4-120-3-8 =5x8 0-0-12 0-3-8 =3x4 =3x5 =3x4 1 2 21 20 19 18 17 16 15 14 13 3 4 5 6 7 8 9 10 11 12 W1 T1 T2 B1 ST8ST7ST6 ST5ST4ST3ST2ST1 1-4-0 -1-4-0 1-10-12 1-10-12 12-7-4 14-6-0 14-6-0 5-3-5 0-6-1 4-10 -4 0-3-8 0-3-8 0-10 -2 1-1-10 Plate Offsets (X, Y): [2:0-3-8,Edge], [2:0-4-12,Edge] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 65.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL)n/a -n/a 999 MT20 169/123 (Roof Snow = 65.0)Lumber DOL 1.00 BC 0.15 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horz(CT)0.00 13 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 62 lb FT = 20% LUMBER TOP CHORD 2x6 SPF 1650F 1.5E *Except* T2:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 WW Stud OTHERS 2x4 WW Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide.REACTIONS All bearings 14-6-0. (lb) -Max Horiz 2=481 (LC 9) Max Uplift All uplift 100 (lb) or less at joint(s) 13, 20 except 2=-235 (LC 8), 14=-118 (LC 8), 15=-101 (LC 12), 16=-113 (LC 8), 17=-107 (LC 12), 18=-109 (LC 8), 19=-115 (LC 12), 21=-217 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 13, 20 except 2=520 (LC 1), 14=315 (LC 19), 15=323 (LC 19), 16=316 (LC 19), 17=318 (LC 19), 18=312 (LC 19), 19=346 (LC 19), 21=609 (LC 19) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-406/32, 3-4=-400/89, 4-5=-310/17, 5-6=-288/50, 6-7=-256/44 WEBS 11-14=-287/117, 10-15=-296/216, 9-16=-289/206, 8-17=-290/204, 7-18=-287/203, 6-19=-309/219, 4-21=-519/404 NOTES 1)Wind: ASCE 7-16; Vult=175mph (3-second gust) Vasd=138mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II;Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 11-4-4, Corner(3E) 11-4-4 to 14-4-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 3)TCLL: ASCE 7-16; Pf=65.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 65.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 20 except (jt=lb) 2=235, 14=117, 15=100, 16=113, 17=107, 18=108, 19=114, 21=217. 12)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply Nelson, Estes Park 21-0707 A01 4 1Monopitch Supported Gable Job Reference (optional) High Plateau Truss, Inc., Commerce City, CO 80022, BStrange Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Nov 29 14:01:55 Page: 1 ID:vGJF42IkfkzH?I_kkMYP9?yPqkh-EMpLF_sb9FtVMCYK_xwGDRJH?p2DnHnZdOFOZAyEHox PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector 412 =5x8 0-1-14 =2x4 =7x12 0 - 5 - 4 =5x8 0-3-0 =4x6 1 2 8 7 6 9 10 11 3 12 4 5 T2 T1 W3 B1 W1 W2 1-4-0 -1-4-0 7-2-15 7-2-15 7-3-1 14-6-0 0-3-4 14-6-0 6-11-13 14-2-12 7-2-15 7-2-15 5-9-2 0-6-1 5-4-1 Plate Offsets (X, Y): [3:0-6-0,0-5-4], [7:0-4-0,0-3-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 65.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL)-0.12 2-8 >999 240 MT20 169/123 (Roof Snow = 65.0)Lumber DOL 1.00 BC 0.64 Vert(CT)-0.17 2-8 >990 180 TCDL 10.0 Rep Stress Incr YES WB 0.52 Horz(CT)0.05 7 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 61 lb FT = 20% LUMBER TOP CHORD 2x6 SPF 2100F 1.8E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 WW Stud *Except* W2:2x4 SPF 1650F 1.5E BRACING TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-10-6 oc bracing. WEBS 1 Row at midpt 3-7 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1437/0-5-8, (min. 0-2-10), 7=1223/ Mechanical, (min. 0-1-8) Max Horiz 2=522 (LC 9) Max Uplift 2=-641 (LC 8), 7=-539 (LC 8) Max Grav 2=1678 (LC 19), 7=1675 (LC 19) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-2862/858, 9-10=-2704/864, 10-11=-2659/868, 3-11=-2483/881, 3-12=-326/90, 4-7=-674/339 BOT CHORD 2-8=-816/2544, 7-8=-818/2540 WEBS 3-8=0/321, 3-7=-2675/1075 NOTES 1)Wind: ASCE 7-16; Vult=175mph (3-second gust) Vasd=138mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II;Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior (1) 1-8-0 to 10-3-1, Exterior(2R) 10-3-1 to 14-6-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=65.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 65.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Refer to girder(s) for truss to truss connections. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 539 lb uplift at joint 7 and 641 lb uplift at joint 2. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply Nelson, Estes Park 21-0707 A02 38 1Jack-Closed Job Reference (optional) High Plateau Truss, Inc., Commerce City, CO 80022, BStrange Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Nov 29 14:01:56 Page: 1 ID:vGJF42IkfkzH?I_kkMYP9?yPqkh-Alw6ggtrgs7DbWij6MykIsObwdd4F6ls5ikVe2yEHov PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector 412 212=4x8 0-1-2 =3x8 0 - 3 - 8 0 -8 -1 =3x8 0 - 2 - 1 2 1 -4 -15 =4x6 0 -2 -0 =4x6 =5x6 =4x6 0-2-0 =3x8 0-2-12 1-4-15 =3x8 0-3-8 0-8-1 =4x8 0-1-2 171162 28 182719 153 26 2025212422 4 14 23 5 13 6 122930711 8 10 9 T1 T1 T2 T2 B1 B1 HW1 HW1 ST6ST5 ST4ST3ST2ST1 ST5 ST4 ST3 ST2 ST1 1-4-0 22-4-0 1-4-0 -1-4-0 1-10-12 21-0-0 1-10-12 1-10-12 8-7-4 10-6-0 8-7-4 19-1-4 0-5-8 21-0-0 0-5-8 0-5-8 10-0-8 10-6-0 10-0-8 20-6-8 4-0-3 1-0-0 1-8-1 0-6-3 0-6-3 1-1-6 1-7-9 2-4-10 4-0-3 Plate Offsets (X, Y): [2:0-3-8,Edge], [2:0-2-12,1-4-15], [16:0-3-8,Edge], [16:0-2-12,1-4-15] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 65.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL)n/a -n/a 999 MT20 169/123 (Roof Snow = 65.0)Lumber DOL 1.00 BC 0.07 Vert(CT)n/a -n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.23 Horz(CT)0.00 16 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 79 lb FT = 20% LUMBER TOP CHORD 2x6 SPF 1650F 1.5E *Except* T2:2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E OTHERS 2x4 WW Stud WEDGE Left: 2x4 WW Stud Right: 2x4 WW Stud BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS All bearings 21-0-0. (lb) -Max Horiz 2=-146 (LC 13) Max Uplift All uplift 100 (lb) or less at joint(s) 19, 27 except 2=-288 (LC 8), 16=-279 (LC 9), 18=-277 (LC 13), 20=-119 (LC 13), 21=-110 (LC 9), 22=-107 (LC 13), 24=-110 (LC 12), 25=-110 (LC 8), 26=-117 (LC 12), 28=-236 (LC 12) Max Grav All reactions 250 (lb) or less at joint(s) 19, 23, 27 except 2=630 (LC 19), 16=608 (LC 20), 18=848 (LC 20), 20=365 (LC 20), 21=305 (LC 20), 22=341 (LC 20), 24=341 (LC 19), 25=306 (LC 19), 26=359 (LC 19), 28=785 (LC 19) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-53/270, 9-10=-53/270 WEBS 8-24=-312/207, 7-25=-282/192, 6-26=-321/164, 4-28=-682/311, 10-22=-312/207, 11-21=-281/192, 12-20=-327/168, 14-18=-738/349 NOTES 1)Wind: ASCE 7-16; Vult=175mph (3-second gust) Vasd=138mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II;Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Corner(3E) -1-4-0 to 1-8-0, Exterior(2N) 1-8-0 to 7-6-0, Corner(3R) 7-6-0 to 13-6-0, Exterior(2N) 13-6-0 to 19-4-0, Corner(3E) 19-4-0 to 22-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 3)TCLL: ASCE 7-16; Pf=65.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 65.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 27, 19 except (jt=lb) 2=288, 16=278, 24=109, 25=109, 26=116, 28=236, 22=106, 21=109, 20=119, 18=277. Job Truss Truss Type Qty Ply Nelson, Estes Park 21-0707 B01 2 1Scissor Supported Gable Job Reference (optional) High Plateau Truss, Inc., Commerce City, CO 80022, BStrange Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Nov 29 14:01:56 Page: 1 ID:NTtdHOINQ258cSZwI43eiCyPqkg-Alw6ggtrgs7DbWij6MykIsOhQdluFBHs5ikVe2yEHov Continued on page 2 PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 23, 16, 24, 25, 26, 27, 28, 22, 21, 20, 19, 18. 13)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply Nelson, Estes Park 21-0707 B01 2 1Scissor Supported Gable Job Reference (optional) High Plateau Truss, Inc., Commerce City, CO 80022, BStrange Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Nov 29 14:01:56 Page: 2 ID:NTtdHOINQ258cSZwI43eiCyPqkg-Alw6ggtrgs7DbWij6MykIsOhQdluFBHs5ikVe2yEHov PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector 412 212=8x12 0 -0 -3 0 - 6 - 4 =5x10 =2x4 =3x5 =7x12 0-4-0 =5x12 0-2-4 =3x5 =2x4 =5x10 =8x12 0-0-30-6-42 8 91 1012 13 1673 11 64 14 15 5 T1 T1 B1 B1 W3 W2W2 W1 W1 HW1 HW1 1-4-0 22-4-0 1-4-0 -1-4-0 5-1-4 10-6-0 5-1-4 15-7-4 5-4-12 5-4-12 5-4-12 21-0-0 0-5-8 0-5-8 0-5-8 21-0-0 4-11-4 5-4-12 4-11-4 20-6-8 5-1-4 10-6-0 5-1-4 15-7-4 1-0-0 4-6-0 1-8-1 Plate Offsets (X, Y): [2:0-0-3,0-6-4], [5:0-6-0,0-2-4], [8:0-0-3,0-6-4], [11:0-6-0,0-4-0] Loading (psf)Spacing 2-0-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 65.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL)-0.30 10-11 >836 240 MT20 197/144 (Roof Snow = 65.0)Lumber DOL 1.00 BC 0.77 Vert(CT)-0.40 10-11 >630 180 TCDL 10.0 Rep Stress Incr YES WB 0.67 Horz(CT)0.22 8 n/a n/a BCLL 0.0 *Code IRC2018/TPI2014 Matrix-S BCDL 10.0 Weight: 103 lb FT = 20% LUMBER TOP CHORD 2x6 SPF 1650F 1.5E BOT CHORD 2x6 SPF 1650F 1.5E WEBS 2x4 WW Stud *Except* W3:2x4 SPF 1650F 1.5E SLIDER Left 2x4 WW Stud --2-9-11, Right 2x4 WW Stud --2-9-11 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS (lb/size)2=1983/0-5-8, (min. 0-3-8), 8=1983/0-5-8, (min. 0-3-8) Max Horiz 2=-161 (LC 17) Max Uplift 2=-809 (LC 8), 8=-809 (LC 9) Max Grav 2=2277 (LC 19), 8=2277 (LC 20) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-13=-5354/2021, 3-13=-5084/2026, 3-4=-5076/2034, 4-14=-4301/1961, 5-14=-4225/1972, 5-15=-4225/1972, 6-15=-4301/1961, 6-7=-5076/2034, 7-16=-5084/2026, 8-16=-5354/2021 BOT CHORD 2-12=-1749/4692, 11-12=-1763/4723, 10-11=-1763/4723, 8-10=-1749/4692 WEBS 5-11=-625/1671, 6-11=-886/566, 4-11=-886/566 NOTES 1)Wind: ASCE 7-16; Vult=175mph (3-second gust) Vasd=138mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II;Exp C; Enclosed; MWFRS (envelope) exterior zone and C-C Exterior(2E) -1-4-0 to 1-8-0, Interior (1) 1-8-0 to 7-6-0, Exterior(2R) 7-6-0 to 13-6-0, Interior (1) 13-6-0 to 19-4-0, Exterior(2E) 19-4-0 to 22-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)TCLL: ASCE 7-16; Pf=65.0 psf (Lum DOL=1.00 Plate DOL=1.00); Is=1.0; Rough Cat C; Fully Exp.; Ce=0.9;Cs=1.00; Ct=1.10 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 65.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)* This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 809 lb uplift at joint 2 and 809 lb uplift at joint 8. 9)This truss is designed in accordance with the 2018 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply Nelson, Estes Park 21-0707 B02 19 1Scissor Job Reference (optional) High Plateau Truss, Inc., Commerce City, CO 80022, BStrange Run: 8.51 S Aug 16 2021 Print: 8.510 S Aug 16 2021 MiTek Industries, Inc. Mon Nov 29 14:01:56 Page: 1 ID:NTtdHOINQ258cSZwI43eiCyPqkg-Alw6ggtrgs7DbWij6MykIsOfpdawF4Ps5ikVe2yEHov PERMIT #21-EP-00570 Field Copy Print out legibly & in color and have on site for inspector