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Home My WebLink AboutPLANS Garage 325 Macgregor Ave 2021-10-083,500 6 325 MacGregor Ave Wind Speed: = 175mph Snow Load: = 66 psf Elevation: = 7575 feet Roof: 47 psf Soil Bearing Capacity =3,500 psf Hemp-Fir ED GRUEFF 325 MACGREGOR AVE. ESTES PARK, CO SEE SHEET 6 - ENGINEERED STAMPED DRAWING TAKES PRESEDENCE FOR STRUCTURAL REQUIREMENTS APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 10/08/2021 PERMIT #21-EP-00481 Field Copy Print out in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND 6 32 5 M a c G r e g o r A v e SEE SHEET 6 - ENGINEERED STAMPED DRAWING FOR STRUCTURAL REQUIREMENTS W1.4xW1.4 All Roofing materials shall comply with R905 All Exterior Coverings shall comply with R703 Drip Edge all rakes and eaves ICE AND WATER SHEILD IS REQUIRED ROOF VENTS PER R806 & MANUFACTURERS SPECIFICATIONS FLASHING SHALL BE INSTALLED IN A MANNER THAT WILL PREVENT MOISTURE ENTERING WALLS AND ROOFS R903.2 As Required 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 PERMIT #21-EP-00481 Field Copy Print out in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND 19/32 OSB (2) 11-7/8" LVL (2) 11-7/8" LVL 6 See Garage Door Wall, Sheet 6, Detail E 32 5 M a c G r e g o r A v e SEE SHEET 6 - ENGINEERED STAMPED DRAWING FOR STRUCTURAL REQUIREMENTS See Engineers & Manufacturers Specs PERMIT #21-EP-00481 Field Copy Print out in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND Lep Siding To Match House 7/16 " OSB SHEATHING 6 Class B Fiberglass 30# 32 5 M a c G r e g o r A v e 19/32 OSB Lap Siding To Match House 7/ 16 OSB SHEATHING CLASS B FIBER GLASS 30# 19/32 OSB LAP SIDING PRE ENG TRUSSES @ 24" O.C. SIMPSON H2.5 LAP SIDING TO MATCH HOUSE FAUX STONE 30# @ 30" O.C See Section B, Sheet 6 SEE SHEET 6 SEE SHEET 6 - ENGINEERED STAMPED DRAWING FOR STRUCTURAL REQUIREMENTS PERMIT #21-EP-00481 Field Copy Print out in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND 6 32 5 M a c G r e g o r A v e LAP SIDING 7/16 OSB SHEATHING LEP SIDING 7/16 OSB SHEATHING LAP SIDING 7/16 OSB SHEATHING LAP SIDING 7/16 OSB SHEATHING LAP SIDING 7/16 OSB SHEATHING 7/16 OSB SHEATHING LAP SIDING LAP SIDING TO MATCH HOUSE PRE ENGINEERED TRUSS 7/16 OSB SHEATHING SIMPSON H2.5 TIE CLASS B FIBER GLASS 30# 7/16 OSB (2) 11-7/8" LVL HEADER (2) 11-7/8" LVL HEADER Pre-Engineered Truss Drawings shall be on-site for inspectors review SEE SHEET 6 - ENGINEERED STAMPED DRAWING FOR STRUCTURAL REQUIREMENTS 19/32 OSB ROOF SHEATHING PERMIT #21-EP-00481 Field Copy Print out in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND 1-ALL WOOD TO BE #2 HEM-FIR UNLESS OTHERWISE SPECIFIED 3-ALL STRUCTURAL BACKFILL MUST BE COMPACTED TO 95% STANDARD PROCTOR. 4-ALL CONCRETE DESIGN IS BASED UPON "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-14). 5-CONCRETE SPECIFICATIONS: Fc = 3,500 psi @ 28 DAYS WITH 6% AIR (Ø 1.5%) 6-ANCNOR BOLTS: 1/2" X 10" J FOUNDATION ANCHOR OR EQUAL SPACED AT 30" OC MAXIMUM INTERVALS AND 1'-0" FROM CORNERS AND STEPS TO ANCHOR, 2"X4" PRESSURE TREATED SILL PLATE AROUND PERIMETER, AND 2"X2"X3/16" WASHERS. 7- WALL SHEATHING TO BE 7 16" OSB INSTALLED HORIZONTALLY W/ JOINTS OVERLAPING 16" MIN AND NAILED W/8D NAILS 6" O.C. EDGES AND 12" O.C. FIELD , EXCEPT AS NOTED ON SHEAR WALLS 8- ALL WINDOW/DOOR OPENINGS TO HAVE (1) KING STUD FOR EVERY TWO FLOOR JOISTS/ROOF RAFTERS WITHIN THE SPAN OF THE HEADER AND (2) JACKS STUDS 9- SIMPSON H2.5 HURRICANE TIES OR EQUAL TO BE INSTALLED AT ALL RAFTER ENDS 10-ROOF SHEATHING TO BE 19 32" OSB NAILED W/ 8D NAILS @ 6" O.C. EDGES AND 8" O.C. FIELD 11- ALL ENGINEERED LUMBER TO BE INSTALLED PER MANUFACTURE RECOMMENDATIONS. 12- ALL SIMPSON HANGERS TO BE INSTALLED PER MANUFACTURES RECOMMENDATIONS. 13-CONTROL JOINTS ARE RECOMMENDED @ 10' O.C. IN EACH DIRECTION AND HAVE A MINIMUM DEPTH OF 1" NOTES: 1.ALL EXTERIOR SHEATHING TO BE PLACED HORIZONTAL. 2.SHEATHING IS TO FULLY OVERLAP DOOR AND WINDOW FRAMING WITH NO VERTICAL SEAMS AT WINDOW AND DOOR CORNERS. 3.ALL HORIZONTAL SEAMS IN SHEATHING TO BE FULLY BLOCKED. 4.HEADERS MEMBERS TO BE FLUSH WITH INTERIOR AND EXTERIOR WALLS. SHEAR WALL NOTES GROUND SNOW LOAD = 66 PSF (ELEV = 7575 FT) ULTIMATE WIND LOAD = 175 MPH ROOF SNOW LOAD = 47 PSF SOIL BEARING CAPACITY = 3,500 PSF DECOMPOSED AND FRACTURED GRANITE BEDROCK ALL CONSTRUCTION TO CONFORM TO TOWN OF ESTES PARK STANDARDS AND CURRENT INTERNATIONAL RESIDENTIAL CODE AND ALL OTHER APPLICABLE CODES. DESIGN LOAD CRITERIA: SECTION B-B' NOT TO SCALE FND DETAIL B 4" CONCRETE SLAB w/ 6x6 W1.4xW1.4 WELDED WIRE FABRIC OR #4 REBAR @ 1' O.C. E.W. 2'4" (3) #4 REBAR CONT.1' 1/2"x10" J BOLTS @ 48" O.C. (TYP) 2x PRESSURE TREATED SILL PLATE (TYP) SCALE 1 4" = 1'-0" GARAGE DOOR FRAMING SIMPSON STHD14 EMBEDDED IN CONCRETE NAILED DIRECTLY TO FRAMING 11 2" DOUBLE TOP PLATE NAILED @ 3" O.C. EACH 2x6 TREATED PLATE W/ ADDITIONAL DBL SILL PLATE (2) 11-7/8" LVL HEADER DBL. 2x6 BLOCKING 4' AND ALL HORIZONTAL SEAMS4 TRIM SIMPSON MSTC40 STRAP OPPOSITE SIDE OF SHEATHING SIMPSON MSTC40 STRAP OPPOSITE SIDE OF SHEATHING 2x4 FRAMING & 23/32" OSB SHEATHING W/ 16d NAILS @ 2" ON EDGE 4" IN FIELD IN PORTAL WALL (TYP) SECTION E-E' 1'-111 2"9'-2"1'-5"9'-2"3'-2"3'-2"1'-111 2"2' FASTEN SHEATHING TO HDR. W/ 16D NAILS IN 2" ON EDGE 4" IN FIELD 11 2" (2) 2X12 HEADER 1/2" DIA. ANCHOR BOLTS W/ 2"x2"x 3 16"" WASHERS 7" MIN. EMBEDMENT E 1 SIMPSON LSTHD 8 2 SIMPSON STHD 14 SHEAR WALL TIE DOWNS 2x4 FRAMING AT PERIMETER WALLS (TYP) SIMPSON H2.5 HURRICANE TIES EACH RAFTER. 4" CONCRETE SLAB TYVEK HOME WRAP (OR APPROVED EQUAL) 7 16" OSB SHEATHING SCALE 1 4" = 1'-0" TYPICAL SECTION SECTION A-A' A LAP SINGLE SIDING TO MATCH RESIDENCE 12 4 PRE ENGINEERED TRUSSES @ 24" O.C. CLASS B FIBERGLASS SHINGLES, OVER 30# FELT, OVER 19/32" SHEATHING (TYP) FAUX RIVER STONE VENEER TO MATCH RESIDENCE 30' 14' 8'-1 1 8" 1-12" end distance #4 rebar continuous SIMPSON Strong-Tie â Typical STHD Corner Installation SCALE 3/16" = 1'-0" BRACED WALL PLAN 1 SEE GARAGE DOOR WALL FRAMING DETAIL - E 2 30' 20' 8'-6" 8'-6" 20' 1'-111 2"1'-5"3'-2" 30' BWL A BWL B BWL 1 BWL 2 2 2 2 2 2 1 1 1 1 1 1 1 M A C G R E G O R A V E . S 0 0 ° 3 3 ' 1 9 " W 91 . 6 5 F T EXISTING RESIDENCE N 89°26'00" W 120.41 FT 25' SET BACK 10' SET BACK 10' SET BACK 10' SET BACK N 89°01'45" E PROPOSED GARAGE 30 FT 24 FT 235 MACGREGOR AVE. 235 MACGREGOR AVE. ESTES PARK, CO 80517 SHEET TITLE: 6 CLIENT: SHEET PROJECT TITLE: 60438_005 JOB NO.SHEET DATE: SCALE: 09/20/2021 AS SHOWN APPROVED BY:MST REVISION:BY: CHECKED BY: DRAWN BY: DESIGNED BY: DATE: MST MST MST ED GRUEFF 2018 CORNERSTONE ENGINEERING & SURVEYING, INC. COPYRIGHT - ALL RIGHTS RESERVED 1692 BIG THOMPSON AVE. SUITE 200 ESTES PARK, CO 80517 PH: (970) 586-2458 FAX: (970) 586-2459 325 MACGREGOR AVE. ESTES PARK, CO 80517 DETACHED GARAGE SITE PLAN SCALE 1"=30' VICINITY MAP SCALE 1"=700' ENGINEER IS RESPONSIBLE FOR SOIL BEARING CAPACITY VIA SOILS REPORT FOR DESIGN LOAD CRITERIA Pre-Engineered Truss Drawings shall be on-site for inspectors review 30" Min. PERMIT #21-EP-00481 Field Copy Print out in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 10/08/2021