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HomeMy WebLinkAboutPLANS Garage 321 4th St 2020-09-11(∆ (∆ 23.5 ' 4 0 . 0 ' 23.5 ' 4 0 . 0 ' PROPOSED GARAGE FFE = 7540' 10.2' 11.7' 33.2' SITE PLAN 321 4TH ST OWNER STEVE FERRANTE 321 4TH STREET ESTES PARK, CO 80517 ENGINEER/CONTACT PERSON TRAIL RIDGE CONSULTING ENGINEERS, LLC 1191 WOODSTOCK DRIVE ESTES PARK, CO 80517 ZONING INFORMATION SUBJECT PROPERTY ZONING CLASSIFICATION: R-RESIDENTIAL : 1 4 ACRE MIN BUILDING SETBACK = 15' FRONT & REAR, 10' SIDES GENERAL NOTES 1. THIS SITE PLAN IS REPRESENTATIONAL ONLY AND IS NOT TO BE INTERPRETED AS A BOUNDARY SURVEY NOR IMPROVEMENT SURVEY. 2. ONLY VISIBLE SURFACE UTILITIES ARE SHOWN HEREON. TRAIL RIDGE CONSULTING ENGINEERS DID NOT CALL FOR UNDERGROUND UTILITY LOCATES PRIOR TO THE FIELD SURVEY AND DOES NOT WARRANT THE LOCATIONS OF THE UTILITIES AS SHOWN HEREON. THAT RESPONSIBILITY LIES WITH THE OWNER/CONTRACTOR. 3. CONTOURS SHOWN HEREON ARE AT A 1-FT INTERVAL AND ARE BASED UPON 2013 LIDAR DATA LEGAL DESCRIPTION LOT 9A, BLOCK 6, AMENDED PLAT OF RECLAMATION SUBDIVISION, ACCORDING TO THE PLAT THEREOF FILED DECEMBER 19, 2019 AT RECEPTION NO. 20190080977, COUNTY OF LARIMER, STATE OF COLORADO. 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2020 DAB SANITARY SEWER MAIN OVERHEAD UTILITY WATER MAIN WATER SERVICE 10' SCALE: 1" = 10' 0 20'10' SCALE: 1" = 10' 0 20' SOFFITS (EAVES) WITHIN 5FT SETBACK SHALL BE PROTECTED WITH FIRE RESISTANT MATERIALS. NO OPENINGS ALLOWED. This structure must comply with the requirements of the 2017 National Electrical Code APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 09/11/2020 All architectural plans, engineered foundation plans, soils reports, truss drawings, energy code report or ResCheck must be onsite for inspections. 23'-6" 40' 4' 23'-6" 6" MIN 30" MIN 8" WALL 16" 8" #4 VERT @ 32" O.C. (2) #4 CONT. #4 @ 16" HORIZ. FOUNDATION DRAIN AND BEDDING REINFORCED SLAB WALL FRAMING 22' 14' 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 2 0 DA B FRAMING NOTES FOR HIGH WIND AREAS 1.FOUNDATION ANCHOR BOLTS TO BE 1/2-INCH DIAMETER, IMBEDDED A MINIMUM OF 7 INCHES INTO CONCRETE AND LOCATED 48-INCHES ON CENTER AND WITHIN 12 INCHES OF PLATE ENDS. PLATES SHALL BE SECURED BY USING 2" X 2" X 3/16" WASHERS UNDER BOLT NUTS. 2.IF "HOLD DOWN" ANCHORS ARE SHOWN ON THE PLAN SET, PLEASE SEE THE SPECIFIC INSTRUCTIONS FOR EACH HOLDOWN INSTALLATION IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. ALL HOLDOWNS SPECIFIED ARE TO BE SIMPSON STHD14 EMBEDED HOLD DOWNS IN THE LOCATIONS SHOWN ON THE PLANS UNLESS NOTED OTHERWISE.. 3.IF SIMPSON STRONGWALLS ARE SHOWN ON THE PLANS, CONTRACTOR SHALL VERIFY HEIGHT REQUIRED AND SHALL INSTALL PER MANUFACTURER'S INSTRUCTIONS. NOTE THAT THE SUBSTANTIAL ANCHORS REQUIRE EXACT PLACEMENT INTO THE CONCRETE FOUNDATION AND REQUIRE SPECIFIC ATTENTION AT THE TIME OF CONCRETE PLACEMENT. 4.UNLESS NOTED OTHERWISE, ALL FRAMING CONNECTIONS TO BE PER NAILING SCHEDULE ON THIS SHEET. 5.RIM BOARD SHALL BE 1 ¼" LSL ATTACHED TO I-JOISTS WITH 10D NAILS - ONE INTO EACH FLANGE. RIM BOARD SHALL BE TOE NAILED TO PLATE WITH 10D NAILS AT 6 INCHES ON CENTER. I JOISTS SHALL BE ATTACHED TO PLATE WITH 8D NAILS DRIVEN AT AN ANGLE INTO BOTTOM FLANGE - ONE ON EACH SIDE OF WEB AT LEAST 1 ½ INCHES FROM END. 6.FLOOR SHEATHING SHALL BE ATTACHED TO JOISTS WITH 8D NAILS AT 6 INCHES ON CENTER EDGES AND 12 INCHES ON CENTER FIELD. TOE PLATE OF WALL FRAMING TO BE ATTACHED TO RIM BOARD WITH 16D NAILS AT 4-INCHES ON CENTER. EXTERIOR STUDS TO BE 2X6 AND TO BE END NAILED TO SILL AND TOP PLATE WITH A MINIMUM OF (2) 16D NAILS. ALL DOUBLE TOP PLATE SPLICES IN EXTERIOR WALLS TO LAP 6 FEET WITH 18 10D NAILS EACH SIDE OF SPLICE. FLOOR SHEATHING TO BE 3 4" OSB TONGUE AND GROOVE. 7.FOR WINDOW AND DOOR HEADERS, THE NUMBERS OF FULL HEIGHT STUDS, JACK STUDS (TRIMMERS) AND HEADER UPLIFT ATTACHMENTS SHALL BE PER THE TABLE ON THIS SHEET. HEADER SIZES SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS. 8.ALL WALL SHEATHING SHALL BE OF THE TYPE AND INSTALLED PER THE CONFIGURATION SPECIFIED ON THIS SHEET INCLUDING AREAS ABOVE AND BELOW OPENINGS. WALL SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO UPPER TOP PLATE, WITH ALL PANEL EDGES OVER FRAMING. 9.IF TRUSSES ARE SPECIFIED, TRUSS MANUFACTURER IS TO PROVIDE ENGINEER SEALED DRAWINGS FOR THE TRUSSES, THE BRACING FOR LATERAL STABILITY AND THE REQUIRED TRUSS HOLD-DOWN HARDWARE AT THE TIME OF THE FRAMING INSPECTION. 10.ROOF SHEATHING SHALL BE ATTACHED TO RAFTERS PER THE NAILING SCHEDULE ON THIS SHEET EXCEPT AS SPECIFIED BELOW: INSTALLATION REQUIREMENTS FOR BRACED WALLS W/CONTINUOUS WOOD STRUCTURAL PANEL WALL SHEATHING *FOR 16" O.C. STUD SPACING, PANELS SHALL BE MINIMUM OF 7/16" THICKNESS (PLYWOOD OR OSB), SPAN RATED 12/0, 16/0 OR 20/0. ALL PANELS SHALL BE BLOCKED AT EDGES. *PANELS UP TO ½" SHALL BE ATTACHED WITH 8d COMMON NAILS SPACED 6" ON EDGES AND 12" INTERMEDIATE SUPPORTS. PANELS GREATER THAN ½" SHALL USE 10d NAILS WITH THE SAME SPACING. *GARAGE DOOR WALLS TO BE NAILED W/8D COMMON NAILS SPACED 3" O.C. EDGE AND FIELD. ROOF SHEATHING NAILING PATTERNS *ALL NAILS SHALL BE 8d COMMON OR 10d BOX. *FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE PANEL EDGES AND THE PANEL FIELD SHALL BE NAILED AT 4 INCHES ON CENTER. *ALL OTHER PANELS SHALL BE NAILED AT 6 INCHES EDGE AND 12 INCHES FIELD. *ROOF SHEATHING TO BE 5 8" OSB. WOOD FRAMING AND SHEATHING GENERAL 1. UNLESS OTHERWISE SPECIFIED, EACH PIECE OF LUMBER SHALL BEAR THE GRADE MARK, STAMP, OR OTHER IDENTIFYING MARKS INDICATING GRADES OF MATERIAL, AND RULES OR STANDARDS UNDER WHICH PRODUCED. SUCH IDENTIFYING MARKS ON A MATERIAL SHALL BE IN ACCORDANCE WITH THE RULE OR STANDARD UNDER WHICH MATERIAL IS PRODUCED, INCLUDING REQUIREMENTS FOR QUALIFICATIONS AND AUTHORITY OF THE INSPECTION ORGANIZATION, USAGE OF AUTHORIZED IDENTIFICATION, AND INFORMATION INCLUDED IN THE IDENTIFICATION. THE INSPECTION AGENCY FOR LUMBER SHALL BE APPROVED BY THE BOARD OF REVIEW, AMERICAN LUMBER STANDARDS COMMITTEE, TO GRADE SPECIES USED. 2. PROTECT LUMBER AND OTHER PRODUCTS FROM DAMPNESS BOTH DURING AND AFTER DELIVERY AT THE SITE. PILE SHEATHING AND LUMBER IN STACKS IN SUCH A MANNER AS TO PROVIDE ADEQUATE AIR CIRCULATION AND TO PREVENT WARPING. LOCATE STACKS IN WELL DRAINED AREAS, SUPPORTED AT LEAST SIX INCHES ABOVE GRADE AND COVER WELL TO PROTECT LUMBER FROM RAIN AND DRIVING RAIN. 3. STORE SEASONED MATERIALS IN DRY PORTIONS OF BUILDING. 4. PROTECT SHEET MATERIALS FROM CORNERS BREAKING AND DAMAGING SURFACES WHILE UNLOADING. 5. NOMINAL SIZES ARE INDICATED EXCEPT AS SHOWN BY DETAIL DIMENSIONS. PROVIDE ACTUAL SIZES AS REQUIRED BY PRODUCT STANDARD 20, DEPARTMENT OF COMMERCE. 6. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19%. MATERIALS 1. 2X6 AND 2X4 BEARING WALLS, INTERIOR AND EXTERIOR LOCATIONS: HEM-FIR NO. 2 OR BETTER, UNLESS NOTED OTHERWISE 2. STRUCTURAL ROOF AND FLOOR FRAMING: HEM-FIR NO. 2 OR BETTER, UNLESS NOTED OTHERWISE 3. PRESERVATIVE PRESSURE TREATED LUMBER: HEM-FIR NO.2 OR BETTER, UNLESS NOTED OTHERWISE 4. LAMINATED VENEER LUMBER (LVL): a. PROVIDE LVL HEADERS AND BEAMS AS INDICATED. b. LVL FRAMING SHALL BE LAMINATED DOUGLAS FIR OR SOUTHERN PINE (GP LAM BY GEORGIA PACIFIC OR MICROLAM BY TRUS-JOIST OR EQUIVALENT) MEETING THE FOLLOWING MINIMUM ALLOWABLE STRESS CRITERIA: FB (BENDING STRESS) = 2600 PSI FV (HORIZ. SHEAR STRESS) = 285 PSI E (MODULUS OF ELASTICITY) = 1,900,000 PSI FC (COMPRESSION PERPENDICULAR TO GRAIN) = 750 PSI 5. PARALLEL STRAND LUMBER (PSL): a. PROVIDE PSL BEAMS AND POSTS AS INDICATED. b. PSL FRAMING (PARALLAM BY TRUS-JOIST OR EQUIVALENT) TO MEET THE FOLLOWING MINIMUM ALLOWABLE STRESS CRITERIA: FB (BENDING STRESS) = 2900 PSI FV (HORIZ. SHEAR STRESS) = 290 PSI E (MODULUS OF ELASTICITY) = 2,000,000 PSI FC (COMPRESSION PERPENDICULAR TO GRAIN) = 750 PSI 6. PREFABRICATED WOOD I-JOISTS (RFPI 40): a. PROVIDE RFPI 40 I-JOISTS AS INDICATED. b. I-JOISTS SHALL BE RFPI 40 AS MANUFACTURED BY ROSEBURG OR APPROVED EQUIVALENT. 7. MISCELLANEOUS LUMBER: PROVIDE WOOD FOR SUPPORT OR ATTACHMENT OF THE WORK INCLUDING NON-BEARING PARTITIONS, CANT STRIPS, BUCKS, NAILERS, BLOCKING, FURRING, GROUNDS, STRIPPING AND SIMILAR MEMBERS. PROVIDE LUMBER OF SIZES AND SHAPES INDICATED. GRADE: HEM-FIR STUD GRADE AS GRADED BY WWPA. 8. ROOF, FLOOR AND WALL SHEATHING: APA RATED OR ADVANTECH VIP+ SHEATHING, THICKNESS AS INDICATED, SPAN RATING AS REQUIRED TO SUIT SUPPORT SPACING INDICATED, EXPOSURE DURABILITY 1, THREE SPAN MINIMUM. 9. FASTENERS AND ANCHORS: FURNISH ITEMS OF ROUGH HARDWARE, METAL CONNECTORS, BOLTS, ETC., REQUIRED TO COMPLETE THE WORK. BOLTS, NUTS AND WASHERS SHALL BE HOT DIPPED ELECTRO GALVANIZED STEEL. FASTENERS AND ANCHORS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL OR STEEL HOT DIP GALVANIZED TO G-185. SIMPSON STRONG-TIE CONNECTORS SHALL CONFORM TO MANUFACTURER'S COATING RECOMMENDATIONS. 10. SUBFLOOR GLUE: APA AFG-01, WATERPROOF OF WATER SOLVENT BASE, AIR CURE TYPE, CARTRIDGE DISPENSED. 11. WOOD PRESERVATIVE (PRESSURE TREATMENT): AWPA TREATMENT ACQ USING WATER BORNE PRESERVATIVE WITH 0.40 PERCENT RETAINAGE. EXECUTION 1. SET STRUCTURAL MEMBERS LEVEL AND PLUMB, IN CORRECT POSITION. 2. MAKE PROVISIONS FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. 3. PLACE HORIZONTAL MEMBERS, CROWN SIDE UP. 4. CONSTRUCT LOAD BEARING FRAMING AND CURB MEMBERS FULL LENGTH WITHOUT SPLICES. 5. DOUBLE MEMBERS AT OPENINGS OVER 24 INCHES WIDE. SPACE SHORT STUDS OVER AND UNDER OPENING TO STUD SPACING. 6. CONSTRUCT DOUBLE JOIST HEADERS AT FLOOR AND CEILING OPENINGS AND UNDER WALL STUD PARTITIONS THAT ARE PARALLEL TO FLOOR JOISTS. FRAME RIGIDLY INTO JOISTS. 7. BRIDGE JOISTS FRAMING IN EXCESS OF 8 FEET SPAN AT MID-SPAN AND WHERE SHOWN ON DRAWINGS. FIT SOLID BLOCKING OR BRIDGING AT ENDS OF MEMBERS. 8. PLACE FULL WIDTH CONTINUOUS SILL FLASHINGS UNDER FRAMED WALLS ON CEMENTITIOUS FOUNDATIONS. LAP FLASHING JOINT 4 INCHES MINIMUM. 9. SECURE ROOF SHEATHING WITH LONGER EDGE PERPENDICULAR TO FRAMING MEMBERS AND WITH ENDS STAGGERED AND SHEET ENDS OVER BEARING. 10. USE SHEATHING CLIPS BETWEEN SHEETS BETWEEN ROOF FRAMING MEMBERS. 11. PROVIDE SOLID EDGE BLOCKING BETWEEN SHEETS. 12. WHERE TONGUE AND GROOVE PLYWOOD IS USED, FULLY ENGAGE TONGUE AND GROOVE EDGES. 13. SECURE WALL SHEATHING WITH LONG DIMENSION PERPENDICULAR TO WALL STUDS, WITH ENDS OVER FIRM BEARING AND STAGGERED. 14. SECURE SUB-FLOOR SHEATHING WITH LONGER EDGE PERPENDICULAR TO FLOOR FRAMING AND WITH END JOINTS STAGGERED AND SHEET ENDS OVER BEARING. ATTACH WITH SUB-FLOOR GLUE AND DRYWALL SCREWS. 15. TOLERANCES: a. FRAMING MEMBERS: 1/4 INCH FROM TRUE POSITION, MAXIMUM. b. SURFACE FLATNESS OF FLOOR: 1/4 INCH IN 10 FEET MAXIMUM, AND 1/2 INCH IN 30 FEET MAXIMUM. 16. ALL POSTS AND COLUMNS FROM HEADERS AND BEAMS SHALL BEAR CONTINUOUSLY TO CONCRETE FOUNDATIONS INCLUDING BLOCKING IN FLOOR AND ROOF SPACES. BLOCKING SHALL BE OF THE SIZE AND SHAPE TO CARRY THE REQUIRED LOADING. 17. ALL BOTTOM BEARING PLATES, FOR STUD WALLS OR BEAM BEARING, SHALL BE ANCHORED TO THE FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS AT 4'-0" ON CENTER, UNLESS NOTED OTHERWISE. 18. ALL BEARING WALLS SHALL BE BLOCKED AT 4'-0" ON CENTER, VERTICALLY, UNLESS NOTED OTHERWISE. 19. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE PRESSURE TREATED, P.P.T. 7/10/20 SCALE: NTS STANDARD FROST WALL DETAIL CAST-IN-PLACE CONCRETE 1. CODES AND STANDARDS: COMPLY WITH THE PROVISIONS OF THE LATEST EDITIONS OF: a. ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" b. ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" c. ACI 305 "HOT WEATHER CONCRETING" d. ACI 306 "STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING" e. ACI 308 "STANDARD PRACTICE FOR CURING CONCRETE". 2. COMPRESSIVE STRENGTH AT 28 DAYS: a. FOUNDATION WALLS AND FOOTINGS, INTERIOR SLABS: 3000 PSI b. EXTERIOR SLABS: 4000 PSI 3. TRANSIT MIX SHALL CONFORM TO ASTM C94. 4. MINIMUM CEMENT CONTENT FOR 3000 PSI CONCRETE IS 517 POUNDS PER CUBIC YARD. 5. MINIMUM CEMENT CONTENT FOR 4000 PSI CONCRETE IS 564 POUNDS PER CUBIC YARD. 6. MAXIMUM AGGREGATE SIZE SHALL BE 3/4". 7. SLUMP: 3" TO 5". 8. AIR ENTRAINMENT OF 4 TO 6% BY VOLUME. DO NOT ADD AIR ENTRAINING ADMIXTURES FOR INTERIOR SLABS ON GRADE. 9. NO CHLORIDE OR OTHER UNAUTHORIZED ADMIXTURES SHALL BE USED. 10. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES FAHRENHEIT UNLESS PLACEMENT PROCEDURE IS IN COMPLIANCE WITH ACI 305 OR ACI 306. 11. COMPLY WITH ACI CODES AND PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT PERMIT COLD JOINTS TO OCCUR. 12. GROUT: PRE-MIXED, NON-SHRINK, WITH MINIMUM COMPRESSIVE STRENGTH OF 7000 PSI AT 28 DAYS AS MANUFACTURED BY FIVE STAR PRODUCTS, INC, OR APPROVED EQUIVALENT. 13. NO CONCRETE SHALL BE DROPPED MORE THAN 4 FEET INSIDE A FORM. CONCRETE FORMWORK 14. CONCRETE FORMS SHALL BE CLEAN AND FREE FROM DEBRIS. IF FORMS ARE COATED WITH A RELEASE AGENT, THE RELEASE AGENT SHALL BE COLORLESS MINERAL OIL WHICH SHALL NOT STAIN CONCRETE OR ABSORB MOISTURE OR IMPAIR NATURAL BONDING OF CONCRETE. 15. SOAK INSIDE SURFACE OF UNTREATED FORMWORK WITH WATER PRIOR TO USE. 16. DO NOT DAMAGE CONCRETE DURING FORM STRIPPING. 17. OBTAIN APPROVAL BEFORE FRAMING OPENINGS IN STRUCTURAL MEMBERS WHICH ARE NOT INDICATED ON DRAWINGS. 18. CONTRACTOR IS RESPONSIBLE FOR ALL FORM DESIGN/BRACING REQUIREMENTS. 19. DO NOT REMOVE FORMS OR BRACING UNTIL CONCRETE HAS GAINED SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT AND IMPOSED LOADS. 20. UNLESS OTHERWISE NOTED, CENTER ALL FOUNDATION PIERS AND FOOTINGS ON COLUMN CENTERLINES. CONCRETE REINFORCING 1. REINFORCING STEEL SHALL BE ASTM A615, 60 KSI YIELD GRADE, DEFORMED STEEL BARS PER ASTM A305. 2. WELDED STEEL WIRE FABRIC SHALL BE ASTM A185. LAP A MINIMUM OF ONE MESH. 3. CHAIRS AND SPACERS SHALL BE PLACED TO ADEQUATELY SUPPORT REINFORCING DURING PLACEMENT. FOREIGN MATERIALS SUCH AS WOOD OR OTHER UNSUITABLE SUPPORTS SHALL NOT BE USED TO SUPPORT REINFORCING. SET WIRE TIES SO ENDS ARE DIRECTED INTO CONCRETE WHERE CONCRETE WILL BE EXPOSED. 4. CONCRETE CLEAR COVER FOR REINFORCEMENT (UNLESS SHOWN OTHERWISE): a. BOTTOM OF FOOTINGS AND SLABS ON GRADE: 3". b. FOUNDATION WALLS AND EXTERIOR WALLS: 2". c. TOP AND BOTTOM OF ELEVATED SLABS: 3/4". d. ALL FACES OF PIERS: 1-1/2". GENERAL REQUIREMENTS (UNLESS NOTED OTHERWISE ON THE PLANS) 1.FOOTINGS a.8" HIGH BY 16" WIDE FOR ONE FRAMED FLOOR AND ROOF ABOVE. b.10" HIGH BY 20" WIDE FOR TWO FRAMED FLOORS AND ROOF ABOVE. c.MINIMUM FROST PROTECTION DEPTH TO BE 30". 2.WALLS a.WALL THICKNESS TO BE 8". b.VERTICAL STEEL TO HOOK INTO FOOTING WITH 4" HOOK. c.VERTICAL STEEL TO EXTEND ABOVE FOOTING MINIMUM OF 24" FOR SPLICE ABOVE. d.1 2" ANCHOR BOLTS SHALL BE IMBEDDED 7" MINIMUM AND SHALL BE PLACED A MINIMUM OF 48" O.C. AND WITHIN 12" OF EACH END OF ALL SILL PLATES. e.ANCHOR BOLTS TO HAVE MINIMUM 3 16"x2"x2" WASHER. f.DESIGN STRENGTH: DEVELOP 2000 PSI COMPRESSIVE STRENGTH (F’FM) IN 28 DAYS. g.STEEL REINFORCING: PRIMARY REINFORCING: ASTM A615, 60 KSI Reviewed by SAFEbuilt 09/11/2020 2015 IECC -75% OF LAMPS SHALL BE HIGH EFFICIENCY -ALL DUCT WORK LOCATED OUSIDE THE THERMAL ENVELOPE SHALL BE TESTED FOR LEAKAGE Garage circuits to be dedicated 20A and GFCI protected. All GFCI devices must be readily accessible. Service receptacles required within 25' of all appliances. Ceiling minimum R-49 Walls minimum R-20 Slab R-10 for 2ft. Window minimum U-factor .32 Code compliant landing Code compliant landing R302.6 Dwelling-garage fire separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Table R702.3.5. Reviewed by SAFEbuilt 09/11/2020 General Notes All Elevations: -Asphalt shingles to meet 175 MPH wind-speed -All stone, stucco and siding to have barrier underneath at exterior walls -Roof slopes from 2:12 UP to 4:12 req double underlayment -Sills less than 24” w/72+” of fall req fall protection -Roof ventilation per R806 -All stairs, landings, guards, rails and walking surfaces to comply with R311 and R312 Reviewed by SAFEbuilt 09/11/2020 Reviewed by SAFEbuilt 09/11/2020 Reviewed by SAFEbuilt 09/11/2020