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HomeMy WebLinkAboutSite Plan_Revised 08-06-24SITE PLAN SCALE: 1" = 10'-0" 3361 SHELBORNE WOODS PKWY CARM E L, IN 46032 ' ff�" A _ " ""ff� " GE .36 SECTION 32, TOWNSHIP 18, 3S AT SHELBORNE SECTION ULAR SHAPE T SHELBORNE ECTION : 1 i.7 SQ. FT. CTURE BASE FLOOR PLAN: 2922 SQ. FT. IT PORCH: 101 SQ. FT. CHED GARAGE: 919 SQ. FT. _: 1550 SQ. FT. )ITION 320 SQ. FT. A�i Tuesday, August 6, 2024 N � M Q O O � W z z J ce W O m cc�.J = V N M M N N r W ii z T W Z � LU a � a U � U 1. THE DESIGNER (NPI CONSULTING LLC) IS PROVIDING PLANS ONLY. NO OTHER TYPE OF SERVICE IS INTENDED OR IMPLIED. THESE PLANS ARE TO BE USED BY A COMPETENT LICENSED CONTRACTOR KNOWLEDGEABLE IN THE BUILDING TRADES, WHO WILL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AND BE RESPONSIBLE FOR THEM. 2. ADMINISTRATION OF THE JOB WILL BE BY OWNER OR HIS REPRESENTITIVE. THE CONTRACTOR AND THE OWNER SHALL BE SOLEY RESPONSIBLE FOR THE BUILDING CONSTRUCTION PROCESS MEANS AND METHODS AND JOBSITE SAFETY. 3. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT. THE DIMENSIONS OF THE BUILDING, MAJOR ARCHITECTURAL ELEMENTS, AND TYPE OF STRUCTURAL SYSTEM. THE DRAWINGS DO NOT DESCRIBE ALL THE WORK REQUIRED FOR SUCCESSFULLY COMPLETING THE PROJECT. BASED ON THE DRAWINGS, THE CONTRACTOR MUST FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 4. THE CONTRACTOR MUST THROUGHLY EXAMINE THE DRAWINGS TO DETERMINE THE SCOPE AND INTENT OF THESE DOCUMENTS AND DRAWINGS. THE CONTRACTOR MUST VISIT THE SITE AND BECOME INFORMED OF ALL EXSISTING CONDITIONS, DIMENSIONS AND LMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED. IF ANY DISCREPANCIES OR OMISSIONS ARE DISCOVED THE CONTRACTOR MUST NOTIFY THE DESIGNER. 5. THE CONTRACTOR MUST FURNISH SKILLED LABOR, MATERIAL, EQUIPMENT, APPLIANCES AND SERVICES, AND PERFOM ALL OPERATIONS NECESSARY TO COMPLETE THE WORK IN A SAFE AND WORKMANLIKE MANNER. 6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 7. ALL MATERIALS AND EQUIPMENT MUST BE INSTALLED PER MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS, AND TO THE BEST INDUSTRY STANDARDS. 8. THE DESIGNER AND HIS CONSULTANTS DO NOT WARRANT OR GUARANTEE THE ACCURACY AND COMPLETENESS OF THE WORK PRODUCT HEREIN. 9. ANY AND ALL SITE DRAWINGS HAVE BEEN FURNISHED TO THE DESIGNER AND ALTHOUGH THE DES GNER (NPI CONSULTING LLC) MAY HAVE DRAWN THE BUILDING LOCATION AND ALL NEEDED SITE PLANS FOR PERMIT PURPOSES, THE DESIGNER IS NOT RESPONSIBILE FOR THE ACCURACY OF THE SITE PLAN. 10. DESIGNER AND HIS ASSOCIATES LIABILITY AS WELL AS THAT OF NPI CONSULTING LLC, IS LIMITED TO THE COST OF THE PLANS. r 11111 ,ill 13 1 CONSULTING DESIGN DRAFTING RENDERING COPYRIGHT 2023 NPI CONSULTING LLC. ALL RIGHTS RESERVED NPI Consulting LLC 5089 Raesner N. Dr. New Palestine, IN 46163 317-509-1527 npidraftdesign@gmail.com N co ti r N ti co TOP OF FOOTING TOP OF ROOF TOP OF PLATE TOP OF ROOF ,4-2 Wednesday, July 31, 2024 cN M v LO 12 12 T-QP OF FINISHED FLOOR 6 6 N M TOP OF PLATE ASPHALT SHINGLE C4 _ 1 X 6 TRIM M O T T T O 0 00 HARDIE VERTICLE SIDING O 1 X 4 TRIM TOP OF FINISHED FLOOR 1 X 6 TRIM W _ .. J zLU 0 TOP OF FOUNDATION m m TO— C°'o C°'o° ° Co0c> ° C°'c, ° C°0c> ° oC° W O o. 0• 0. o00o' pO c' O cp c)a OO• 0 c'o O p o O cl- J �J 0 o o o ° o o ° o o ° .-.o0 oo °p°0o0 TOP OF FOOTING p°O00 o°000 o�o 00 00 "0o0 oQo°' 00 -o 00 "000 00 0 p ° o o 0. p ° O c p °O c p ° O°<' O p ° O � o 0 p ° O � O o Q p EAST ELEVATION SCALE: 1 /4" = 1'-0" TOP OF ROOF A TOP OF PLATE TOP OF FINISHED FLOOR 1 '-41, TOP OF FOUNDATION TOP OF FOOTING i i NORTH ELEVATION SCALE: 3/16" = 1'-0" TOP OF ROOF -------------------------------------------------------------------- EXISTING PROPOSED SOUTH ELEVATION 1-41/ 11 2 M M N 0 N m s r W -II z r co LLI Q U U Z a � � 1. THE DESIGNER (NPI CONSULTING LLC) IS PROVIDING PLANS ONLY. NO OTHER TYPE OF SERVICE IS INTENDED OR IMPLIED. THESE PLANS ARE TO BE USED BY A COMPETENT LICENSED CONTRACTOR KNOWLEDGEABLE IN THE BUILDING TRADES, WHO WILL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AND BE RESPONSIBLE FOR THEM. 2. ADMINISTRATION OF THE JOB WILL BE BY OWNER OR HIS REPRESENTITIVE. THE CONTRACTOR AND THE OWNER SHALL BE SOLEY RESPONSIBLE FOR THE BUILDING CONSTRUCTION PROCESS MEANS AND METHODS AND JOBSITE SAFETY. 3. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT. THE DIMENSIONS OF THE BUILDING, MAJOR ARCHITECTURAL ELEMENTS, AND TYPE OF STRUCTURAL SYSTEM. THE DRAWINGS DO NOT DESCRIBE ALL THE WORK REQUIRED FOR SUCCESSFULLY COMPLETING THE PROJECT. BASED ON THE DRAWINGS, THE CONTRACTOR MUST FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 4. THE CONTRACTOR MUST THROUGHLY EXAMINE THE DRAWINGS TO DETERMINE THE SCOPE AND INTENT OF THESE DOCUMENTS AND DRAWINGS. THE CONTRACTOR MUST VISIT THE SITE AND BECOME INFORMED OF ALL EXSISTING CONDITIONS, DIMENSIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED. IF ANY DISCREPANCIES OR OMISSIONS ARE DISCOVED THE CONTRACTOR MUST NOTIFY THE DESIGNER. 5. THE CONTRACTOR MUST FURNISH SKILLED LABOR, MATERIAL, EQUIPMENT, APPLIANCES AND SERVICES, AND PERFOM ALL OPERATIONS NECESSARY TO COMPLETE THE WORK IN A SAFE AND WORKMANLIKE MANNER. 6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 7. ALL MATERIALS AND EQUIPMENT MUST BE INSTALLED PER MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS, AND TO THE BEST INDUSTRY STANDARDS. 8. THE DESIGNER AND HIS CONSULTANTS DO NOT WARRANT OR GUARANTEE THE ACCURACY AND COMPLETENESS OF THE WORK PRODUCT HEREIN. 9. ANY AND ALL SITE DRAWINGS HAVE BEEN FURNISHED TO THE DESIGNER AND ALTHOUGH THE DESIGNER (NPI CONSULTING LLC) MAY HAVE DRAWN THE BUILDING LOCATION AND ALL NEEDED SITE PLANS FOR PERMIT PURPOSES, THE DESIGNER IS NOT RESPONSIBILE FOR THE ACCURACY OF THE SITE PLAN. 10. DESIGNER AND HIS ASSOCIATES LIABILITY AS WELL AS THAT OF NPI CONSULTING LLC, IS LIMITED TO THE COST OF THE PLANS. 0 CONSULTING DESIGN DRAFTING RENDERING SCALE: 3/16" = 1'-0" COPYRIGHT 2023 NPI CONSULTING LLC. ALL RIGHTS RESERVED NPI Consulting LLC 5089 Raesner N. Dr. New Palestine, IN 46163 317-509-1527 npidraftdesign@gmail.com O" E3CTAIAIIAIt- \A/AI I A-3 Tuesday, Auc@ust ro, 2024 3 d �- ' �JLL I,ALI,� REUSE PATIO DOOR A SIDE WINDOWS i M _ p � ti a", j 1 2xJ2»J Yi'7REA7ED PEA RAV L (SEE CALC) a 2 PLY 2 X 10 HEADERS TO RAISE WINDOWS 18" FROM FINISHED FLOOR _I (fl n --_ :: -3 _ --8---------o------------ —2 EXISTING GRASS ' ' Q - CATHEDRAL CEILINCx N Z PLY 1-3/4 X 14" 2.1 E LVL O O 2 PLY 1-3/4" X 11.875" 2.1 E LVL 0 x O N ❑ J i t C.)co P IN CONSTRUCTION � ' C G O ' r- N N- N N HEADER W N O D_ 6'6" O , O X �!Ww^ �WIn^ v! U) O O -ply 2 _x III 2-»1 SYP TREATS d ---- --- � rn-a L as aaaaaaao a. o-a .a. -- ---- =------------------------------------------------ ---- - ---- ---- ---- ---- ---- ---- '- a a a a a ll"'. z - - +-� LU L_ H x x w w - ___________ -y______________________________________ ---------------------------------------- H STEP FINISHED NEW FIRST FLOOR X LEVEL 6" BELOW EXISTING X w w �► C) o ' O W --------------------------------- m W---------------------------------- a MAIN FLOOR SCALE: 3/16" = 1'-0" O Lf ) co -------------------------------------------------------- a - I I I I 18'-11" 1_ 10'-0" 1_ 7'-2" 1_ 12'-10" 1_ 9'-11/4" N N N r W II z T T co� N z LLI U � 1. THE DESIGNER (NPI CONSULTING LLC) IS PROVIDING PLANS ONLY. NO OTHER TYPE OF SERVICE IS INTENDED OR IMPLIED. THESE PLANS ARE TO BE USED BY LICENSED CONTRACTOR KNOWLEDGEABLE IN THE BUILDING TRADES, WHO WILL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AND BE RESPONSIBLE FOR THEM. 2. ADMINISTRATION OF THE JOB WILL BE BY OWNER OR HIS REPRESENTITIVE. THE CONTRACTOR AND THE OWNER SHALL BE SOLEY RESPONSIBLE FOR THE BUILDING CONSTRUCTION PROCESS MEANS AND METHODS AND JOBSITE SAFETY. 3. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT. THE DIMENSIONS OF THE BUILDING, MAJOR ARCHITECTURAL ELEMENTS, AND TYPE OF STRUCTURAL SYSTEM. THE DRAWINGS DO NOT DESCRIBE ALL THE WORK REQUIRED FOR SUCCESSFULLY COMPLETING THE PROJECT. BASED ON THE DRAWINGS, THE CONTRACTOR MUST FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 4. THE CONTRACTOR MUST THROUGHLY EXAMINE THE DRAWINGS TO DETERMINE THE SCOPE AND INTENT OF THESE DOCUMENTS AND DRAWINGS. THE CONTRACTOR MUST VISIT THE SITE AND BECOME INFORMED OF ALL EXSISTING CONDITIONS, DIMENSIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED. IF ANY DISCREPANCIES OR OMISSIONS ARE DISCOVED THE CONTRACTOR MUST NOTIFY THE DESIGNER. 5. THE CONTRACTOR MUST FURNISH SKILLED LABOR, MATERIAL, EQUIPMENT, APPLIANCES AND SERVICES, AND PERFOM ALL OPERATIONS NECESSARY TO COMPLETE THE WORK IN A SAFE AND WORKMANLIKE MANNER. 6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIO1 DO NOT SCALE DRAWINGS. 7. ALL MATERIALS AND EQUIPMENT MUST BE INSTALLED PER MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS, AND TO THE BEST INDUSTRY STANDARDS. 8. THE DESIGNER AND HIS CONSULTANTS DO NOT WARRANT OR GUARANTEE THE ACCURACY AND COMPLETENESS OF THE WORK PRODUCT HEREIN. 9. ANY AND ALL SITE DRAWINGS HAVE BEEN FURNISHED TO THE DESIGNER AND ALTHOUGH THE DESIGNER (NPI CONSULTING LLC) MAY HAVE DRAWN THE BUILDING LOCATION AND ALL NEEDED SITE PLANS FOR PERMIT PURPOSES, THE DESIGNER IS NOT RESPONSIBILE FOR THE ACCURACY OF THE SITE PLAN. 10. DESIGNER AND HIS ASSOCIATES LIABILITY AS WELL AS THAT OF CONSULTING LLC, IS LIMITED TO THE COST OF THE PLANS. ii 1 1 CONSULTING DESIGN DRAFTING RENDERING BASEMENT SCALE: 3/16" = 1'-0" COPYRIGHT 2023 NPI CONSULTING LLC. ALL RIGHTS RESERVED NPI Consulting LLC 5089 Raesner N. Dr. New Palestine, IN 46163 317-509-1527 npidraftdesign@gmail.com IT IS THE RESPONSIBILITY OF THE HOMEOWNERS, CONTRACTOR OR PERSON OF AUTHORITY TO SEE THAT ALL INSPECTIONS ARE COMPLETED AS NECESSARY. FAILURE OF INSPECTIONS AS REQUIRED MAY REQUIRE APPROVAL OF A LICENSED ENGINEER OR ARCHITECT AND WOULD BE AT THE EXPENSE OF THE HOMEOWNERS, CONTRACTOR, OR PERSON OF AUTHORITY. NPI CONSULTING LLC AND ITS REPRESENTATIVES HAVE NO RESPONSIBILITY FOR PERMITTING, AND INSPECTIONS OF ANY KIND. FLOOR AND ROOF DESIGN LOADS FLOORS: 400 LIVE LOAD, 150 DEAD LOAD L/450 ROOFS: 300 LIVE LOAD, 150 DEAD LOAD SLEEPING ROOMS: 30* LIVE LOAD, 150 DEAD LOAD OTHER LOADS TO BE PER LOCAL AND STATE CODES 1 X 6 r tD it r-1>=C 1/2" TREATED PLYWOOD TO 5" NET :) 2 X 6 :I1" I RIPPED t0 SIZE FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 8" BELOW TOP OF FOUNDATION GRADE SHALL SLOPE I" PER FOOT FOR A DISTANCE OF 8' AWAY FROM BUILDING SOIL BEARING VALUE OF 1500 PSF FOOTINGS AND FOUNDATIONS ALL FOOTINGS SHALL BE A MINIMUM OF 30" BELOW FINISH GRADE. (SEE DRAWING) ALL FOUNDATIONS SHALL BE THICKNESS AS SHOWN ON DRAWINGS AND NOT LESS THAN 8", 2 X 6 SILL PLATES AROUND THE ENTIRE FOUNDATION, WITH WASHERS AND NUTS. SILL PLATES SHALL BE LEVEL OR GROUTED LEVEL. FOAM SILL SEALER BETWEEN FOUNDATION AND MUD SILL, 1/2" ROUND ANCHOR BOLTS, PLACED AT A MAXIMUM OF 4'-0" O.G. NO MORE THAN 12" FROM CORNER, AND MINN 8" INTO CONCRETE CROSS SECTION A SCALE: 1/4" = 1'-0" 6" X 6" TREATED POST+ SIMPSON PB/PBS POST BASE FOR 6 X 6 TREATED POST 24" ROUND TUBE (SONNE TUBE) TYPE FORM WITH BOTTOM OF TUBE 30" BELOW FINISHED GRADE FILLED WITH 2500 PSI OR BETTER CONCRETE CONCRETE: 1. 3000 PSI AT 28 DAYS BASEMENT WALLS AND FOUNDATION 3500 PSI AT 28 DAYS PORCHES, WALKS, PATIOS, STEPS GARAGE AND CARPORT FLOOR SLABS AND DRIVEWAYS 2. AIR ENTRANMENT 3-5% CONCRETE FOR ALL BASEMENT WALLS, FOUNDATION: WALLS, PORCHES, WALKS, PATIOS, STEPS, GARAGE AND CARPORT FLOOR SLABS AND DRIVEWAYS SHALL BE AIR -ENTRAINED, BASEMENT SLABS AND INTERIOR SLABS SHALL BE AIR -ENTRAINED IF THE CONCRETE IS PLACED AND SUBJECTED TO FREEZING AND THAWING ASPHALT SHINGLES 15# FELT PAPER 7/16" OSB SHEATING 2 X 12 RAFTERS 16" O.C. CLOSED SELL FOAM INSULATION MIN. R-3 1' BOXED OVERHANG HARDIE VERTICLE SIDING HOUSE WRAP 1/2" HIGH R BOARD INSULATION - 2 X 6-8 STUD WALLS, DOUBLE TOP PLATE SINGLE BOTTOM PLATE 3/4" OSB T @ G SUB FLOOR SHEATHING 11-7/8" RIM BOAR 11-7/8" 40 SERIES I JOIST-1 6" O.C. R-32 INSULATION 3/8 CEILING BOARD (PATTERN TBD) 6 X 6 COLUMN (SEE DETAIL) BRICK VENEER WITH LIMESTONE CAP (SEE DETAIL ON FOUNDATION FOR POSTS\ 4' CONCRETE FLOATING SLAB Retained material Grade must be at or below top of wall 2• dear Minimum 2 #4 rebar bond Drain rock to extend / beam at top of wall to +!- 12' of grade / Minimum 8" block, all cells grouted • o with minimum 2000 psi grout Minimum 12• of 4' max. 112• drain rock o Minimum #4 rebar Minimum 4" 16' o.C. each way perforated pipe sloped to daylight o u All splices lapped 20• minimum Grade 12 Minimum #4 rebar (di 12" o.c. min both ways•3' minimum clearance to earth or atmosphere gn 12" by 12'minimum kevwav vnth vertical rebar extending into keyway and minimum 1 #4 horizontal' rebar 12 12 6� 8° �6 E 0 1/2" DRYWALL ON CEILING AND WALLS R-18 INSULATION IN WALLS o n - o. I u a 0 n - o. 1 u a 0 n - o. 1 u a 0 DOUBLE 2"X4" TOP PLATE 2X4 BOTTOM PLATE TOP OF PLATE .90 TOP OF FINISHED FLOOR M I ti TOP OF FOUNDATION, O I TOP OF FOOTING A� Wsdnseday, July 31, 2024 N inM O O O a 3 z W z NJ W O M M .J 19 XLu V CO) N O m r W _II z T W LLI U U Z � 1. THE DESIGNER (NPI CONSULTING LLC) IS PROVIDING PLANS ONLY. NO OTHER TYPE OF SERVICE IS INTENDED OR IMPLIED. THESE PLANS ARE TO BE USED BY A COMPETENT LICENSED CONTRACTOR KNOWLEDGEABLE IN THE BUILDING TRADES, WHO WILL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AND BE RESPONSIBLE FOR THEM. 2. ADMINISTRATION OF THE JOB WILL BE BY OWNER OR HIS REPRESENTITIVE. THE CONTRACTOR AND THE OWNER SHALL BE SOLEY RESPONSIBLE FOR THE BUILDING CONSTRUCTION PROCESS MEANS AND METHODS AND JOBSITE SAFETY. 3. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT. THE DIMENSIONS OF THE BUILDING, MAJOR ARCHITECTURAL ELEMENTS, AND TYPE OF STRUCTURAL SYSTEM. THE DRAWINGS DO NOT DESCRIBE ALL THE WORK REQUIRED FOR SUCCESSFULLY COMPLETING THE PROJECT. BASED ON THE DRAWINGS, THE CONTRACTOR MUST FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 4. THE CONTRACTOR MUST THROUGHLY EXAMINE THE DRAWINGS TO DETERMINE THE SCOPE AND INTENT OF THESE DOCUMENTS AND DRAWINGS. THE CONTRACTOR MUST VISIT THE SITE AND BECOME INFORMED OF ALL EXSISTING CONDITIONS, DIMENSIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED. IF ANY DISCREPANCIES OR OMISSIONS ARE DISCOVED THE CONTRACTOR MUST NOTIFY THE DESIGNER. 5. THE CONTRACTOR MUST FURNISH SKILLED LABOR, MATERIAL, EQUIPMENT, APPLIANCES AND SERVICES, AND PERFOM ALL OPERATIONS NECESSARY TO COMPLETE THE WORK IN A SAFE AND WORKMANLIKE MANNER. 6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 7. ALL MATERIALS AND EQUIPMENT MUST BE INSTALLED PER MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS, AND TO THE BEST INDUSTRY STANDARDS. 8. THE DESIGNER AND HIS CONSULTANTS DO NOT WARRANT OR GUARANTEE THE ACCURACY AND COMPLETENESS OF THE WORK PRODUCT HEREIN. 9. ANY AND ALL SITE DRAWINGS HAVE BEEN FURNISHED TO THE DESIGNER AND ALTHOUGH THE DESIGNER (NPI CONSULTING LLC) MAY HAVE DRAWN THE BUILDING LOCATION AND ALL NEEDED SITE PLANS FOR PERMIT PURPOSES, THE DESIGNER IS NOT RESPONSIBILE FOR THE ACCURACY OF THE SITE PLAN. 10. DESIGNER AND HIS ASSOCIATES LIABILITY AS WELL AS THAT OF NPI CONSULTING LLC, IS LIMITED TO THE COST OF THE PLANS. VI CONSULTING DESIGN DRAFTING RENDERING COPYRIGHT 2023 NPI CONSULTING LLC. ALL RIGHTS RESERVED NPI Consulting LLC 5089 Raesner N. Dr. New Palestine, IN 46163 317-509-1527 npidraftdesign@gmail.com 6" X 6" TREATED POST+ SIMPSON PB/PBS POST BASE FOR 6 X 6 TREATED POST 24" ROUND TUBE (SONNE TUBE) TYPE FORM WITH BOTTOM OF TUBE 30" BELOW FINISHED GRADE FILLED WITH 2500 PSI OR BETTER CONCRETE A" �211X6"S4S Z�:::5/4" X 4" ?2" X 2" 4" O.C. RAILING AND DE 6 X 6 BUILTY UP CEDAR POSTS (SEE DETAILS) 2 X 6 S4S CEDAR 1 X 4 CEDAR 2 X 2 S4S PICKETT 4" OC 1 X 4 CEDAR WRAP 5/4" X 6 DECKING 2 X 8 TREATED JOIST 16" OC 6 X 6 POST INTO CONCRETE BOTTOM 30" BELOW FINISH GRADE (SEE POSTAND CONNECTION DETAIL DECK DETAILS SCALE: 1/4" = 1'-O" 1/2ll TREATED PL"rWOOD ='FED TO 511 NET EATED 2 X 6 8 TRIM RI}= FED TO SIZE WRAFFED WITH 1X CEDAR EWP Studio Client: Date: 4/21/2024 Page 1 of 1 Simpson Strong -Tie® Project: Input by: Component SolutionsTM Address: Job Name: 3361 SHELBORNE WOODS WAY BEAMA Project #: B1 2.1E RigldLam LVL DF 1.750" X 14.000" 2-Ply - PASSED Level: Level 1 ® ® ® ® 1'2' o 1 SPF 0-3-8 2 SPF 0-3-8 16'3 112" '4 1/2" 11, 16'3 1/2" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 Vertical 0 1734 2444 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 0 1734 2444 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal - II Temperature: Temp <= 100°F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SPF 3.500" Vert 80% 1734 / 2444 4178 L D+S 2 - SPF 3.500" Vert 80% 1734/2444 4178 L D+S Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 16074 ft-lb 8'1 3/4" 33318 ft-lb 0.482 (48%) D+S L Unbraced 16074 ft-lb 8'1 3/4" 16138 ft-lb 0.996 D+S L (100%) Shear 3445 lb V5 1/2" 10894 lb 0.316 (32%) D+S L LL Defl inch 0.273 (U695) 8'1 13/16" 0.396 (U480) 0.691 (69%) S L TL Defl inch 0.468 (U406) 8-1 13/16" 0.792 (U240) 0.591 (59%) D+S L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 64 1/16" o.c. 6 Bottom must be laterally braced at end bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 10-0-0 Top 20 PSF 0 PSF 30 PSF 0 PSF 0 PSF Self Weight 13 PLF er-tool. s. For flat hoofs d drem to Notes provide prepay age prevem Manufacturer Info NPI Consulting LLC 9 Roseburg Forest Products d" calculated Swctured Designs is responsible only dine Handling & Installation piv g 5089 Raesner N. Drive, IN structural adequacy of this wmponent based on the 1. LA beams must not be wt.r driled 3661 Gateway Street 46163 doei n criteria and loadin . shown. It I. the 9 9 2. Refer anufacturera mtluct information P responsibility of the customer andlor the wntrato to Springfield, OR 97477 317-509-1527 regaining Installatlon requirements, multi-pN applre the component suitability of the intontl.d fastening details, beam strength values, and wtle (541) 679-3311 iwtlon, end to v,rlry the dimensions and loads. approvals www.roseburg.com Lumber 3. Damaged Beams most not toe used 4. Design assumes top sage is Iaterally oofteinetl APA: PR-L289, PR-L270, ICC-ES: A.1w 1. Dry ae,I. cond'Itiona, amass noted otherwise 5. Provide lateml support at testing points to avoid ESR-1210 2. LA not to be treated with fire retardant or wrroslve lateral di.pl.oshi rotation This design is valid until 7/6/2026 CONSULTING EWP Studio Version 23.52.709 Powered by iStructT" Dataset: 23040401.276 (embedded) STAIRWAYS: MAXIMUM RISER HEIGHT SHALL BE 7-3/4" AND MINNIMUM TREAD DEPTH SHALL BE 10" MEASURED HORIZONTALLY FROM THE VERTICAL PLANE OF THE FURTHEST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE NOSE TO NOSE. THE GREATEST RISER HEIGHT AND THE GREATEST TREAD DEPTH SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". THE MINIMUM HEADROOM SHALL NOT BE LESS THAN 6'-81, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF THE EACH RUN OF TREADS WITH FOUR OR MORE RISERS, AND THEIR HEIGHT "' "^L I ICALLYFROM THE SLOPED PLANE ADJOINING THE TREAD NOSING TO TOP OF RAILING) LL BE 34"-38". EXISTING STAIRS SHALL CONFORM TO THESE REQUIREMEMNTS WHEN IIFIED IN PART OR IN WHOLE. S_ stair Rise 9' 2 00O" Stair Run uL.000 Stair Width 3' eDOO" Angle 90.0 Q Include Nosing ❑ Left ❑ Right Depth 0.750' ill Q Square 0Round ❑ Rake Riser to Nosing Railings Q Left Rail Q Right Rail strng., © Left Stringer ❑✓ Open Left ❑ Left Volute Right Stringer I Open Right ❑ Right Volute Center Number 0 Recess 1.500' n Depth 11.250' iii Width 1.500' I Show Skirt ❑ Moore Number 5 Height 0' 7.3438' Open Riser Q Tread Thickness 1.250" Depth 10.500' Boom Count Deflection ► i WP Studio Client: Date: 6l7/2024 Page 1 of 1 Project: Input by: Simpson Strong -Tie® ® Component Solutions- Address: Job Name: Beam C Shelborne Drive Project #: B1 2.1E RigidLam LVL DF 1.750" X 16.000" 3-Ply - PASSED Level: Level ----------------- 3 2 1 1 SPF 0-3-8 2 SPF 0-3-8 JI�Iy 20' ' 'I51/4" 20' Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 3200 2422 1200 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 3200 2422 1200 0 0 Deflection LL: 360 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal - II Temperature: Temp - 100`F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1 - SPF 3.500" Vert 73% 2422 / 3300 5722 L D+0.75(L+S) 2 - SPF 3.500" Vert 73% 2422 / 3300 5722 L D+0.75(L+S) Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 34867 ft-lb 10' 66764 fi-lb 0.522 (52%) D+0.75(L+S) L Unbraced 34867 ft-lb 10' 35101 ft-lb 0.993 (99%) D+0.75(L+S) L Shear 4835 lb 17 1/2" 16240 lb 0.298 (30%) D+L L LL Defl inch 0.366 (L/642) 10' 1/16" 0.652 (U360) 0.561 (56%) 0.75(L+S) L TL Defl inch 0.630 (L/373) 10' 1/16" 0.978 (U240) 0.644 (64%) D+0.75(L+S) L Design Notes 1 Provide support to prevent lateral movement and rotation at the and bearings. Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 4'11 5/8" o.c. 6 Bottom must be laterally braced at end bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 8-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 1-0-0 Top 80 PSF 0 PSF 0 PSF 0 PSF 0 PSF 3 Point 10-0-0 Top 1200 lb 0lb 2400 lb 0lb 0lb Bearing Length 0-3-8 Self Weight 22 PLF Notes Memiwls 6. For fiat roofs provide proper drainage to prevent Manufacturer Info NPI Consulting LLC ondl P A can a st ow a Handlin &Installation utter m red Designs is responb...dyofm g Roseburg Forest Products 5089 Raesner N. Drive IN : w oe of wmPonem bases on me 1. LVL lr must IM o's ddued Gateway Street 46163 Iter.ed­ vi Is the to 2. Refer to Ife urer. Pretlun innrmadon restso,onh. of .otna ,ohn Springfield, S rin Feld, OR 97477 P 9 317-509-1527 317-5 .1rwenm tells , he min iaanties dnaoa, beam .neon .ewes, and Ise me wmponent soltaNn i d the Imendee 'Pin-, apprwdon, and mvedN me aimensionsena loads. approvals www osebur11 www.roseburg.com Lumber not 3. Dame ed Beams must be uaetl APA: PR-L289, PR-L270, ICC-ES: 4. Desigaassumes top edge is lntensny resboned t. crye eondmm�a. omega wtednnerwlee 5. PrrAde lateral suppo at reading Pointe to svold ESR-1210 11 Itto 2. LVL not to be treated vAm fire regnant or wnoslve lateral dlspincement and -on This design is valid until 7/6/2026 C O N S U LT I N G E EWP Studio Version 23.52.709 Powered by i5truct- Dataset: 23040401.276 (embedded) EWP Studio Client: Date: 4/21/2024 Page 1 of 1 Simpson Strong -Tie® Project: Input by: Address: Component SolutlonsTM Job Name: 3361 SHELBORNE WOODS WAY BEAM B Project #: B1 2.1E RigidLam LVL DF 1.750" X 14.000" 3-Ply - PASSED Level: Level 3 2 ® ' ® rt ® ® �. sae!• _s 112" 0 0 1 SPF 0-3-8 2 SPF 0-3-8 16'3 1/2" 5 1/4" 16'3 1/2" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 109 3036 2688 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 109 3036 2688 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal - II Temperature: Temp <= 100"F Bearings Bearing Length Dir. Cap. React D/L lb Total Ld. Case Ld. Comb. 1-SPF 3.500" Vert 73% 3036/2688 5724 L D+S 2 - SPF 3.500" Vert 73% 3036 / 2688 5724 L D+S Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 22021 ft-lb 8'1 3/4" 51977 ft-lb 0.424 (42%) D+S L Unbraced 22021 ft-lb 8'1 3/4" 22063 ft-lb 0.998 D+S L (100%) Shear 4722 lb V5 1/2" 16342 lb 0.289 (29%) D+S L LL Defl inch 0.201 (U947) 8'1 13116" 0.396 (L/480) 0.507 (51%) S L TL Defl inch 0.427 (U445) 8'1 13116" 0.792 (L/240) 0.539 (54%) D+S L Design Notes 1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code. 2 Girders are designed to be supported on the bottom edge only. 3 Multiple plies must be fastened together as per manufacturer's details. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 7' 1/4" o.c. 6 Bottom must be laterally braced at end bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 11-0-0 Top 20 PSF 0 PSF 30 PSF 0 PSF 0 PSF 2 Uniform 1-4-0 Top 40 PSF 10 PSF 0 PSF 0 PSF 0 PSF 3 Uniform Top 80 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 19 PLF Notes oh..I,,os 6. For flat roofs provide proper drainage to prevent Manufacturer Info NPI Consulting LLC Roseburg Forest Products C.Iwinted Soy -red cosigns is re.pon.ibi only atn. Handling & Installation po"di"g 5089 Raesner N. Drive, IN simduml adequacy of this wmponent based on the 1. LVLlos-r usinotbecutorddlled 3661 Gateway Street 46163 design H.H.cantl loadings shown. It Is the 2. Refer to manufadurers product Information responsibility of the customer andlor the wntrador to Springfield, OR 97477 317-509-1527 regaNing instauation requirements, morn-pN eprire fhe wmponent suitability of to Intended fastening details bam estrength values, and cod, (541) 679-3311 iwfion, and to verity to dimensions and loads, approval. www.roseburg.com Lumber 3. Dam aged Beams must not be used APA: PR-L289, PR-L270, ICC-ES: 1. Dry eenln. on ditiona, um... noted oth.lwi.. 4 Design sesumo Stop oago I. Intensity.-I..d 5. Provide lateml pp.1 at bearing Points to avoid ESR-1210 2. LVL not b be treated wlih fire retaNant or wrrosive lateml displacement and rotation This design is valid until 7/6/2026 CONSULTING EWP Studio Version 23.52.709 Powered by iStructT" Dataset: 23040401.276 (embedded) COPYRIGHT 2023 NPI CONSULTING LLC. ALL RIGHTS RESERVED IA Tuesday, August 6, 2024 9 d C M 0 O � 3:11 W z z NJ W O � m �.J 2 V H cv (V N r LL1 ii z m 7T V N z Q) Q H Q U Cc C0 0 1. THE DESIGNER (NPI CONSULTING LLC) IS PROVIDING PLANS ONLY. NO OTHER TYPE OF SERVICE IS INTENDED OR IMPLIED. THESE PLANS ARE TO BE USED BY A COMPETENT LICENSED CONTRACTOR KNOWLEDGEABLE IN THE BUILDING TRADES, WHO WILL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AND BE RESPONSIBLE FOR THEM. 2. ADMINISTRATION OF THE JOB WILL BE BY OWNER OR HIS REPRESENTITIVE. THE CONTRACTOR AND THE OWNER SHALL BE SOLEY RESPONSIBLE FOR THE BUILDING CONSTRUCTION PROCESS MEANS AND METHODS AND JOBSITE SAFETY. 3. THE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT. THE DIMENSIONS OF THE BUILDING, MAJOR ARCHITECTURAL ELEMENTS, AND TYPE OF STRUCTURAL SYSTEM. THE DRAWINGS DO NOT DESCRIBE ALL THE WORK REQUIRED FOR SUCCESSFULLY COMPLETING THE PROJECT. BASED ON THE DRAWINGS, THE CONTRACTOR MUST FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. 4. THE CONTRACTOR MUST THROUGHLY EXAMINE THE DRAWINGS TO DETERMINE THE SCOPE AND INTENT OF THESE DOCUMENTS AND DRAWINGS. THE MUST VISIT THE SITE AND BECOME INFORMED OF ALL EXSISTING CONDITIONS, DIMENSIONS AND LIMITATIONS UNDER WHICH THE WORK IS TO BE PERFORMED. IF ANY DISCREPANCIES OR OMISSIONS ARE DISCOVED THE CONTRACTOR MUST NOTIFY THE DESIGNER. 5. THE CONTRACTOR MUST FURNISH SKILLED LABOR, MATERIAL, EQUIPMENT, APPLIANCES AND SERVICES, AND PERFOM ALL OPERATIONS NECESSARY TO COMPLETE THE WORK IN A SAFE AND WORKMANLIKE MANNER. 6. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIOI DO NOT SCALE DRAWINGS. 7. ALL MATERIALS AND EQUIPMENT MUST BE INSTALLED PER MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS, AND TO THE BEST INDUSTRY STANDARDS. 8. THE DESIGNER AND HIS CONSULTANTS DO NOT WARRANTOR GUARANTEE THE ACCURACY AND COMPLETENESS OF THE WORK PRODUCT HEREIN. 9. ANYAND ALL SITE DRAWINGS HAVE BEEN FURNISHED TO THE DESIGNER AND ALTHOUGH THE DESIGNER (NPI CONSULTING LLC) MAY HAVE DRAWN THE BUILDING LOCATION AND ALL NEEDED SITE PLANS FOR PERMIT PURPOSES, THE DESIGNER IS NOT RESPONSIBILE FOR THE ACCURACY OF THE SITE PLAN. 10. DESIGNER AND HIS ASSOCIATES LIABILITY AS WELL AS THAT OF CONSULTING LLC, IS LIMITED TO THE COST OF THE PLANS. PIULJ CONSULTING DESIGN DRAFTING RENDERING NPI Consulting LLC 5089 Raesner No Dr. New Palestine, IN 46163 317-509-1527 npidraftdesign@gmail.com