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Home My WebLink AboutPLANS - 23-00461 - 1133 McJon Ln - New SFRINDEX OF SHEETS G-101 G-102 C-101 A-101 A-201 A-202 A-301 A-302 A-303 S-101 S-201 S-301 S-401 R-101 R-102 E-101 COVER SHEET GENERAL NOTES SITE MAIN LEVEL ELEVATIONS ELEVATIONS SECTIONS SECTIONS CROSS SECTIONS FOUNDATION FLOOR FRAMING WALL FRAMING ROOF FRAMING FOUNDATION DETAILS FRAMING DETAILS MEP MARKUP PLAN FINISHED SQUARE FOOTAGE ID MAIN FLOOR AREA 1,921 1,921 ft² UNFINISHED SQUARE FOOTAGE ID GARAGE AREA 903 903 ft² PROJECT LOCATION REXBURG CITY LIMITS REXBURG VICINITY MAP NOT TO SCALE 5 LOCATION: REXBURG, ID ROOF SNOW: 35 PSF GROUND SNOW: 50 PSF WIND SPEED: 115 MPH EXPOSURE: C FROST DEPTH: 36" SEISMIC: D1 Ss 0.38 S1 0.13 SDS 0.40 SD1 0.24 REGULATION: IRC 2018 43.851084, -111.816348 APPROXIMATE COORDINATES MASON & McGWIRE PHLLIPS RESIDENCE ENERGY COMPLIANCE PRESCRIPTIVE METHOD: CLIMATE ZONE 6 MIN R22 IN WALLS MIN R30 IN FLOOR MIN R49 IN ATTIC MIN R15/19 CRAWL SPACE WALLS MIN .30 WINDOW U-FACTOR MIN .30 DOOR U-FACTOR DE S C R I P T I O N RE V I S I O N DA T E CO V E R SH E E T SH E E T TI T L E : G-101 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . STAIRS: 1. (R311.7.1) MIN WIDTH OF 36" WITH MAX HANDRAIL PROJECTION OF 4-1/2" ON EITHER SIDE OF THE STAIRWAY. 2. (R311.7.2) MIN HEAD ROOM = 6'-8" FINISH FROM NOSING LINE AND MINIMUM FINISH WIDTH = 36" 3. (R311.7.3) MAX RISE OF STAIRWAY BETWEEN LEVELS AND LANDINGS IS 151" 4. (R311.7.5) MAX RISE = 7-3/4" AND MINIMUM TREAD DEPTH = 10" (11" TREAD REQUIRED IN ABSENCE OF NOSING.) 5. EVERY STAIRWAY LANDING SHALL HAVE A DIMENSION MEASURED IN THE DIRECTION OF TRAVEL, AT LEAST EQUAL TO THE STAIRWAY WIDTH. 6. A DOOR MAY OPEN AT THE TOP OF THE STEP OF AN INTERIOR FLIGHT OF STAIRS PROVIDED THE DOOR DOES NOT SWING OVER THE TOP STEP, AND PROVIDED THE TOP STEP IS NO MORE THAN 8" LOWER THAN FLOOR LEVEL. 7. (3) 1-1/4" X 11-7/8" LVL STRINGERS REQUIRED AT ALL STAIRWAYS. 8. (R302.7) MIN OF 1/2" GYPSUM WALL BOARD ON ALL ACCESSIBLE WALLS AND ENCLOSED UNDERSIDE OF STAIRS WEATHER PROTECTION / FLASHING: 1. INSTALL (1) LAYER OF GRADE "D" OR BETTER (15LB) FELT UNDER ASPHALT ROOF SHINGLES. 2. ANY ROOF PITCH BETWEEN 2:12 AND 4:12 WILL RECEIVE A DOUBLE LAYER OF GRADE "D" FELT OR BETTER UNDERLAYMENT. 3. (IRC 2018 R905.1.2 / R905.2.7) INSTALL (1) LAYER OF NO. 40 COATED ROOFING OR COATED GLASS BASE FROM THE ROOF EAVES TO A LINE 24" INSIDE THE EXTERIOR WALL LINE WITH ALL LAPS CEMENTED TOGETHER. 4. INSTALL (1) LAYER OF NO. 40 COATED ROOFING OR COATED GLASS BASE TO ALL ROOF VALLEY CONDITIONS. 5. INSTALL (1) LAYER OF GRADE "D" (15LB) FELT UNDER ALUMINUM SIDING. 6. INSTALL (1) LAYER OF GRADE "D" (15LB) FELT UNDER BRICK/STONE VENEER. 7. INSTALL (2) LAYERS OF GRADE "D" (15LB) FELT UNDER EXTERIOR INSULATION FINISH SYSTEM (EIFS / STUCCO). OVERLAP ALL SEAMS. 8. PROVIDE METAL FLASHING OR EQUAL AT ALL FOUNDATION, (OR BRICK AND EIFS TRANSITIONS) WHERE WATER FROM WEATHER BARRIER COULD ENTERED DWELLING. 9. PROVIDE METAL FLASHING OR 15LB FELT BETWEEN WOOD SHEATHING AND CONCRETE PORCHES, LANDINGS, STEPS, AND STAIRS. 10. PROVIDE 9" FLASHING, COUNTER FLASHING, AND APPROVED CAULKING AT ALL EXTERIOR WINDOWS AND DOORS. WINDOWS AND DOORS MUST BE INSTALLED AS PER MANUFACTURER. RADON MITIGATION: 1. RADON MITIGATION PER IRC AF 101 IN CRAWL SPACE OR UNDER SLAB-ON-GRADE PRESSURIZATION SYSTEM (PASSIVE) RADON PIPING IN CRAWL SPACE AT BOTTOM OF FOOTING LEVEL PLASTIC WITH 12" OVERLAP ON PLASTIC JOINTS. VERTICAL TERMINATION OF RADON PIPE THRU THE MECHANICAL ROOM THRU THE ROOF. VENT/FAN LOCATIONS TO BE FIELD VERIFIED BY CONTRACTOR. EXCAVATION, BACKFILL, AND GRADING: 1. ALL EXCAVATION FOR FOOTINGS SHALL BE TO NATURAL, UNDISTURBED SOIL, OR ENGINEERED FILL TO COMPACTION OF 95% IN 8" LIFTS. SHALLOW FOUNDATIONS SHALL COMPLY WITH (IBC 1809). 2. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED EARTH AND BELOW FROST LINE. 3. (R401.3) FINISH GRADING SHALL BE DONE SO AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING FOUNDATIONS. MIN OF 6" IN FIRST 10'. 4. (2018 IRC R404.1.7) BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. 5. ALL RETAINING WALLS REQUIRE DRAINAGE PER R405.1; CONNECT TO APPROVED DISCHARGE POINT. APPROVED FILTER MEMBRANE REQUIRED AROUND PERFORATED PIPE OR COVERING SURROUNDING ROCK (R405.1 FOR OTHER DRAIN TYPES AND MATERIALS) FIRE PROTECTION AND WARNING: 1. (R302.6) PROVIDE ONE LAYER OF 5/8" TYPE "X" GYP BOARD ON ALL WALLS AND CEILING OF THE GARAGE COMMON TO LIVING AREAS, WALLS SUPPORTING UPPER FLOOR AND ANY EXPOSED BEAMS AND POSTS. 2. (R302.7) ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE THE WALL UNDER THE STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYP BOARD. 3. (R302.5.1) DOORS LEADING FROM GARAGE INTO LIVING AREA SHALL BE SOLID WOOD, SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK OR HAVING A FIRE RATING PROTECTION OF NOT LESS THAN 20MIN WHEN TESTED. 4. (R302.5.1) MUST HAVE TWO SELF CLOSING HINGES ON 20 MINUTE RATED DOORS. 5. (R314) SMOKE AND CARBON MONOXIDE DETECTORS ARE REQUIRED TO MEET LOCAL CODES. WIRED IN SERIES WITH BATTERY BACKUP ON DEDICATED BREAKER. RAILINGS: 1. HANDRAILS ARE REQUIRED AT ALL STAIRWAYS HAVING FOUR OR MORE RISERS. SEE (SECTION R311.7.8.5) FOR GRIP SIZE OPTIONS (REFERENCE 2018 IRC R311 & R312) 2. PROVIDE 1-1/4" TO 2-5/8" HANDRAILS 34" TO 38" IN HEIGHT THAT RUN CONTINUOUS AND HAVE RETURNING ENDS TO WALL, NEWEL POST, OR SAFETY TERMINAL. OR 12" PAST LAST TREAD. 3. HANDRAILS DEEPER THEN 2-5/8" SHALL HAVE A FINGER GROOVE 3/4" X 1/4" DEEP ROUTED THE ENTIRE LENGTH OF AT LEAST ONE SIDE OF HANDRAIL. 4. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES INCLUDING STAIRS, RAMPS AND LANDING, THAT ARE LOCATED MORE THAN 30” ABOVE LEVEL BELOW. GUARD HEIGHT SHALL NOT BE LESS THAN 36” 5. GUARD RAIL SHALL HAVE INTERMEDIATED RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF A SPHERE 4” IN DIAMETER. FOUNDATION NOTE: 1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR LOCATIONS. 2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION 3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED STRUCTURAL FILL OR UNDISTURBED SOIL. 4. (IBC 1806.2) FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 1500 PSF BASED ON A CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, SILT, AND SANDY SILT. IF CONTRACTORS ENCOUNTER EXPANSIVE SOILS OR OTHER PROBLEMS, THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THAT AREA. BEAR FOOTING ON SAME TYPE OF UNDISTURBED SOIL OR ROCK THROUGHOUT THE ENTIRE STRUCTURE. 5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 2500 PSI USED IN DESIGN, THEREFORE NO SPECIAL INSPECTIONS ARE REQUIRED. 6. LAP REBAR SPLICES IN ACCORDANCE WITH 2018 IRC 403.1.5.4. THE MAXIMUM GAP BETWEEN NONCONTACT PARALLEL BARS AT A LAP SPLICE SHALL NOT EXCEED THE SMALLER OF 1/5 THE REQUIRED LAP LENGTH AND 6 INCHES. 7. REINFORCING STEEL SHALL BE GRADE 60 FOR ALL REBAR. 8. (2018 IRC SECTION 406) DAMP PROOF FOUNDATION WALLS IN ACCORDANCE TO SECTION 406. 9. CRAWL SPACE VENTILATION @ 1:150 RATIO & PLACE (1) VENT WITHIN 3' OF EACH CORNER. 10. (2018 IRC R408.4) 18" X 24" MINIMUM CRAWLSPACE ACCESS HOLE. 11. THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3.5" (98 MM). A6-MIL (0.006 INCH; 0.15 MM) POLYETHYLENE VAPOR RETARDER. CONTROL JOINTS @ 25' O.C. MAX EA. DIR. OR CENTERED PER OWNER PREFERENCE. 12. COMPLY W/ ACI 306R COLD WEATHER CONCRETE STANDARDS IF THE MEAN DAILY TEMPERATURE IS EXPECTED TO DROP BELOW 40ºF FOR 3 OR MORE SUCCESSIVE DAYS. DO NOT PLACE CONCRETE AGAINST FROZEN EARTH. 13. COMPLY WITH ACI 305R HOT WEATHER CONCRETE STANDARDS. 14. CONTROL JOINTS IN LARGE AREAS OF SLAB ON GRADE SHALL BE PLACED IN CHECKERBOARD FASHION IN LENGTHS NOT TO EXCEED 20 FEET IN ANY DIRECTION. 15. ALL CONSTRUCTION JOINTS SHALL BE LOCATED AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE, U.N.O ON THE DRAWINGS. ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE JOINTS. 16. ANCHOR BOLTS SHALL BE A36/ F1554 GRADE 36 OR BETTER. CONTRACTOR SHALL COMPLY WITH FOUNDATION ANCHORAGE PER IRC 2018 R403.1.6(.1) 17. (2018 IRC R403.1.3.1) CONTRACTOR SHALL COMPLY WITH CONCRETE STEM WALLS WITH CONCRETE FOOTINGS FOR REINFORCEMENT U.N.O ON FOUNDATION WALLS 18. (2018 IRC R403.1.3.5.3) ALL REINFORCEMENT SHALL BE SECURED IN THE PROPER LOCATION IN THE FORMS WITH TIE WIRE OR OTHER BAR SUPPORT SYSTEM TO PREVENT DISPLACEMENT DURING THE CONCRETE PLACEMENT OPERATION. CAST AGAINST EARTH SHALL HAVE A MIN. COVER OF 3", REMOVABLE FORMS THAT WILL BE EXPOSED TO EARTH OR WEATHER SHALL BE 1.5" FOR NO. 5 BARS AND SMALLER, AND FOR NO. 6 BARS AND LARGER, 2". FOR CONCRETE CAST IN REMOVABLE FORMS THAT WILL NOT BE EXPOSED TO THE EARTH OR WEATHER, AND FOR CONCRETE CAST IN STAY-IN-PLACE FORMS, MIN. COVER SHALL BE 3/4". GENERAL FRAMING NOTE: 1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O. 2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER. 3. WOOD STRUCTURAL PANELS TO CONFORM TO IBC 2306.3 SHALL BE CONSTRUCTED IN ACCORDANCE WITH SDPWS 4.3.6 & 4.3.7. (SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING.) 4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING. 5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS. 6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORTED BY BEAMS OR COLUMNS IN LOWER FLOORS OR SOLID BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWER. 7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED PER MANUFACTURER DOCUMENTATION. 8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE MOISTURE PROTECTION 9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER APPROVED SIDING. 10. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY SUPPORTED AND BRACED WHERE THEY CONNECT TO THE LIGHT FRAME STRUCTURE. 11. (IBC 2308.4.2.4) DO NOT NOTCH ANY STRUCTURAL WOOD MEMBER UNLESS SHOWN ON THE DRAWINGS 12. INSTALL AND FOLLOW ALL MANUFACTURES GUIDELINES FOR ENGINEERING WOOD I MEMBERS AND LVL PRODUCTS. DO NOT NOTCH OR CUT FLANGES OF ENGINEERED WOOD I MEMBERS, UNLESS APPROVED PER MANUFACTURER. 13. PLYWOOD FACE GRAIN MUST BE PERPENDICULAR TO ITS SUPPORTS. 14. WHEREVER POSSIBLE NAILS SHOULD BE DRIVEN PERPENDICULAR TO THE GRAIN INSTEAD OF TOENAIL. 15. GLUE-LAMINATED BEAMS SHALL COMPLY WITH THE FOLLOWING: A. (IBC REPORT 2519) I.B.C. COMBINATION 24F-V4 FOR SIMPLE SPANS, 24F-V8 FOR MULTIPLE SPANS OR CANTILEVER BEAMS. LUMBER SHALL BE DOUGLAS FIR 2400 PSI. CAMBER FOR DEAD LOAD AS SHOWN ON DRAWINGS. B. FAILURE OF GLUE-LAMINATED BEAM PLACEMENT REQUIRES MANUFACTURER CONSULTING WHETHER REMOVAL OF BEAM IS NECESSARY. C. WET USE ADHESIVES SHALL BE USED ON ALL GLULAM MEMBERS SUBJECTED TO POSSIBLE MOISTURE. ROOF FRAMING NOTE: 1. ROOF TRUSSES TO BE DESIGNED AND ENGINEERED BY SUPPLIER TO MEET THE DESIGN LOADS HEREIN INDICATED IN ADDITION TO ANY AND ALL DRIFTING LOADS, WIND LOADS, EQUIPMENT LOADS AND OTHER LOADS AS INDICATED ON FRAMING PLAN. 2. TRUSS MANUFACTURER TO PROVIDE TRUSS TO TRUSS CONNECTION DETAILS 3. SIMPSON H1 TIES OR BETTER @ EA. TRUSS. 4. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES, PLY TO MATCH PLY OF GIRDER TRUSS U.N.O. 5. 5/8 OSB DECKING W/ 16 GAUGE STAPLES OR BETTER @ 3/12 SPACING. 6. ICE /WATER BARRIER @ ALL EDGES, EAVES, GABLES, RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION. (SEE #6 IN WEATHER PROTECTION AND FLASHING SECTION) 7. ROOFING FELT (SEE WEATHER PROTECTION AND FLASHING SECTION) 8. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER. 9. (2) SIMPSON H2.5A CLIPS @ EACH GIRDER TRUSS U.N.O. 10. PROVIDE ATTIC VENTILATION @ 1:150 OR PER LOCAL CODE. ENCLOSED ATTICS AND RAFTERS SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE AND THE OPENINGS SHALL BE PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. GENERAL STRUCTURAL NOTE: 1. (IBC SECTION 101.3) THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION. 2. THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. NOT EVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS. 4. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY REFERENCED ON THE PLANS BUT SHALL APPLY NONETHELESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. 5. ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR. CODES AND SPECIFICATIONS 1. INTERNATIONAL BUILDING CODE (IBC) - 2018 EDITION 2. INTERNATIONAL RESIDENTIAL CODE (IRC) - 2018 EDITION 3. ACI 318-14 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 4. NATIONAL DESIGN SPECIFICATION (NDS) & SUPPL. FOR WOOD CONST. - 2018 EDITION 5. SPECIAL DESIGN PROVISION FOR WIND & SEISMIC - 2015 EDITION 6. ASCE 7-16 MIN. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. GENERAL NOTES 1. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED BY THE BUILDER. 2. ANY PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ANY VARIATION FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 4. INSTALL SIMPSON HARDWARE AS PER MANUFACTURERS REQUIREMENTS. 5. DETAILS ARE REPRESENTATIONS/ DEPICTIONS ONLY. FOLLOW WRITTEN CALLOUTS. 6. NO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION OF ENGINEER OF RECORD. 7. (2018 IRC CHAPTER 14)HEATING & COOLING EQUIPMENT / APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. DECKS: 1. (R507) WOOD-FRAMED DECKS SHALL BE IN ACCORDANCE WITH SECTION 507. (SEE FLOOR FRAMING PAGE FOR DECK SIZING AND MATERIAL TYPE) 2. (R317) WOOD MATERIALS SHALL BE NO. 2 GRADE OR BETTER LUMBER, WOOD FRAMING LESS THAN 18" ABOVE GRADE SHALL BE IN COMPLIANCE WITH R317.1 (IRC 2018). CONTRACTOR TO VERIFY FINAL HEIGHT FROM FINISHED GRADE. DE S C R I P T I O N RE V I S I O N DA T E GE N E R A L NO T E S SH E E T TI T L E : G-102 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . N 32 ' 28 ' 63'20' 58 ' PROPOSED NEW RESIDENCE PROPOSED DRIVEWAY CONTRACTOR TO FIELD- LOCATE AND TIE INTO EXISTING UNDERGROUND UTILITIES 20' REAR SETBACK 155' MCJON LN. MASON & McGWIRE PHLLIPS PARCEL #: RPRPNBK2030030 PINE BROOK ESTATES DIV NO 2 LOT 3 BLK 3 RR2 ZONE 0.53 ACRES 25' FRONT SETBACK 6 ' SI D E SE T B A C K 6 ' SI D E SE T B A C K 15 0 ' 15 0 ' 155' 1 SITE PLAN SCALE: 1" = 20' SITE PLAN NOTE: 1. SOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYING, CIVIL ENGINEERING OR GEO TECHNICAL ENGINEERING. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLE. FINAL PLACEMENT OF STRUCTURE IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR. 2. U.N.O. THE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLIC RECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACT. 3. IT IS THE OWNERS/CONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARY SURVEY DATA, INCLUDING TOPOGRAPHICAL INFORMATION 4. LOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIOR TO EXCAVATION 5. WHERE SEPTIC AND/OR FRESH WATER WELLS ARE NECESSARY, PERMITS AND LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTION (TYPICALLY HEALTH DEPT) 6. INDICATED LOCATIONS OF SEPTIC, WELL, AND/OR UTILITIES ARE ASSUMED OR SUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THE OWNER/CONTRACTOR AND THE AUTHORITY HAVING JURISDICTION DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : DE S C R I P T I O N RE V I S I O N DA T E SI T E SH E E T TI T L E : C-101 PLN# 23-08-014 EI T : BARA Y MC D O U G A L , PE 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . 77 UP UP H D H 3 H DD G C C A G G 4 B G B 6 5 F 1 D 2 8 7 8 9 8 8 7 7 7 7 7 7 9 8 W DR DW 8 72' 64 ' 5' 5' 3' - 9 " 8' 3' - 9 " 4' 4' 5' - 6 " 2'-6" 3' 1 A -30 1 1 A -30 1 1 A-303 1 A-303 1 A -30 2 1 A -30 2 2 A-303 2 A-303 2 A -30 2 2 A -30 2 3 A-303 3 A-303 2 A -30 1 2 A -30 1 RIDGE OF INTERIOR VAULT EGRESS EGRESS EGRESS EGRESS TE M P E R E D TEMPERED STORAGE W/C CL O S E T CL O S E T LIN.LI N . SH O E BE N C H MUD ROOM 9' CLG. VAULTED 9' CLG. 9' CLG.9' CLG. 9' CLG. 16' CLG. 9' CLG. 9' CLG. 9' CLG. 9' CLG. 11' CLG. 11' CLG. 9' CLG. VAULTED 9' CLG. VAULTED BATH BEDROOM 3 11'-5" x 11'-4" BEDROOM 2 11'-5" x 11'-3" BEDROOM 4 11'-0" x 12'-1" KITCHEN 11'-6" x 15'-6" DINING 11'-6" x 9'-8" MASTER 13'-0" x 14'-5" FOYER 7'-11" x 7'-11" LAUNDRY 6'-0" x 8'-2" W.I.C. 7'-8" x 10'-6" MSTR. BATH 7'-8" x 11'-6" PANTRY 4'-4" x 4'-8" REAR PORCH 19'-6" x 10'-0" FRONT PORCH 20'-0" x 8'-0" GARAGE 23'-0" x 21'-5" GARAGE 11'-5" x 23'-2" F 3'-6"4'2' 15 ' - 6 " LIVING ROOM 15'-5" x 15'-6" WINDOW SCHEDULE ID A B C D E F G H TYPE TBD TBD TBD TBD TBD TBD TBD TBD QTY 1 2 2 4 1 1 4 3 SIZE W 2' 2' 2' 2'-6" 5' 5' 5' 8' HT 1'-6" 2'-6" 5' 5' 2' 2'-6" 5' 5' HEAD HEIGHT 6'-8" 6'-8" 6'-8" 6'-8" 15' 6'-8" 6'-8" 6'-8" TEMPERED --- --- SEE PLAN --- --- --- --- SEE PLAN NOTES DOOR SCHEDULE ID 1 2 3 4 5 6 7 8 9 QTY 1 1 1 1 1 1 9 6 2 LOCATION Exterior Exterior Exterior Exterior Exterior Exterior Interior Interior Interior FIRE RATING --- 20 MIN --- --- --- --- --- --- --- DOOR W 3' 3' 6' 6' 9' 18' 2'-6" 3' 5' HT 6'-8" 6'-8" 6'-8" 7' 9' 9' 6'-8" 6'-8" 6'-8" NOTES SELF-CLOSING DEVICE REQUIRED SLIDING GLASS MAIN ENTRY - FRENCH DOORS OVERHEAD DOOR OVERHEAD DOOR FINISHED SQUARE FOOTAGE ID MAIN FLOOR AREA 1,921 1,921 ft² UNFINISHED SQUARE FOOTAGE ID GARAGE AREA 903 903 ft² 1 MAIN LEVEL PLAN SCALE: 1/4" = 1'-0" DE S C R I P T I O N RE V I S I O N DA T E MA I N LE V E L SH E E T TI T L E : A-101 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . 24 '-10 13 /32 " OV E R A L L HE I G H T G G G B B 5 4 8 12 8 12 E 8 12 8 12 H H HD D G 8 12 8 12 WINDOW SCHEDULE ID A B C D E F G H TYPE TBD TBD TBD TBD TBD TBD TBD TBD QTY 1 2 2 4 1 1 4 3 SIZE W 2' 2' 2' 2'-6" 5' 5' 5' 8' HT 1'-6" 2'-6" 5' 5' 2' 2'-6" 5' 5' HEAD HEIGHT 6'-8" 6'-8" 6'-8" 6'-8" 15' 6'-8" 6'-8" 6'-8" TEMPERED --- --- SEE PLAN --- --- --- --- SEE PLAN NOTES DOOR SCHEDULE ID 1 2 3 4 5 6 7 8 9 QTY 1 1 1 1 1 1 9 6 2 LOCATION Exterior Exterior Exterior Exterior Exterior Exterior Interior Interior Interior FIRE RATING --- 20 MIN --- --- --- --- --- --- --- DOOR W 3' 3' 6' 6' 9' 18' 2'-6" 3' 5' HT 6'-8" 6'-8" 6'-8" 7' 9' 9' 6'-8" 6'-8" 6'-8" NOTES SELF-CLOSING DEVICE REQUIRED SLIDING GLASS MAIN ENTRY - FRENCH DOORS OVERHEAD DOOR OVERHEAD DOOR FINISHED SQUARE FOOTAGE ID MAIN FLOOR AREA 1,921 1,921 ft² UNFINISHED SQUARE FOOTAGE ID GARAGE AREA 903 903 ft² 1 FRONT ELEVATION SCALE: 1/4" = 1'-0" 2 REAR ELEVATION SCALE: 1/4" = 1'-0" DE S C R I P T I O N RE V I S I O N DA T E EL E V A T I O N S SH E E T TI T L E : A-201 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . 6 F D 8 12 8 12 8 12 8 12 1 D C CA3 3 12 8 12 8 12 8 12 312 8 12 WINDOW SCHEDULE ID A B C D E F G H TYPE TBD TBD TBD TBD TBD TBD TBD TBD QTY 1 2 2 4 1 1 4 3 SIZE W 2' 2' 2' 2'-6" 5' 5' 5' 8' HT 1'-6" 2'-6" 5' 5' 2' 2'-6" 5' 5' HEAD HEIGHT 6'-8" 6'-8" 6'-8" 6'-8" 15' 6'-8" 6'-8" 6'-8" TEMPERED --- --- SEE PLAN --- --- --- --- SEE PLAN NOTES DOOR SCHEDULE ID 1 2 3 4 5 6 7 8 9 QTY 1 1 1 1 1 1 9 6 2 LOCATION Exterior Exterior Exterior Exterior Exterior Exterior Interior Interior Interior FIRE RATING --- 20 MIN --- --- --- --- --- --- --- DOOR W 3' 3' 6' 6' 9' 18' 2'-6" 3' 5' HT 6'-8" 6'-8" 6'-8" 7' 9' 9' 6'-8" 6'-8" 6'-8" NOTES SELF-CLOSING DEVICE REQUIRED SLIDING GLASS MAIN ENTRY - FRENCH DOORS OVERHEAD DOOR OVERHEAD DOOR FINISHED SQUARE FOOTAGE ID MAIN FLOOR AREA 1,921 1,921 ft² UNFINISHED SQUARE FOOTAGE ID GARAGE AREA 903 903 ft² 1 RIGHT ELEVATION SCALE: 1/4" = 1'-0" 2 LEFT ELEVATION SCALE: 1/4" = 1'-0" DE S C R I P T I O N RE V I S I O N DA T E EL E V A T I O N S SH E E T TI T L E : A-202 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . -5'-2 1/8" TOP OF FOOTING -1'-2 1/8" TOP OF FOUNDATION 0" MAIN LEVEL 9'-1 1/8" TOP OF WALL & BEAM 17'-8 3/8" 19'-4 3/8" 22'-10 3/8" 14'-4 3/8" 9 '-1 1 /8 " 4 '-1 1 /2 " 14 '-3 17 /32 " 1'-4" MONO-SLOPE TRUSSES PER MANUFACTURER 5'-6" RAISED ARCHITECTURAL TRUSS HEEL, FINAL DESIGN PER MANUFACTURER IN-CEILING LVL BEAM, TRUSS MFR. SHALL NOTCH TRUSSES TO ACCEPT BEAM 312 8 12 8 12 8 12 3 12 8 12 VAULTED TRUSSES PER MANUFACTURER BEDROOM 4 CRAWL SPACE FRONT PORCH REAR PORCH KITCHEN 4 R-102 14 '-3 17 /32 " 9 '-1 1 /8 " 16 '-1 1 /8 " -5'-2 1/8" TOP OF FOOTING -1'-2 1/8" TOP OF FOUNDATION 0" MAIN LEVEL 9'-1 1/8" TOP OF WALL & BEAM 17'-8 3/8" 19'-4 3/8" 22'-10 3/8" 14'-4 3/8" 4 '-1 1 /2 " 1'-4" 1'-4" MONO-SLOPE TRUSSES PER MANUFACTURER ROOF OVERBUILD RAISED TRUSS HEEL PER MFR. 312 8 12 3 12 8 12 8 12 8 12 VAULTED TRUSSES PER MANUFACTURER TRUSSES PER MANUFACTURER FOYER CRAWL SPACE FRONT PORCH REAR PORCH KITCHEN 1 SECTION @ PORCH SCALE: 1/4" = 1'-0" 2 SECTION @ FOYER SCALE: 1/4" = 1'-0" DE S C R I P T I O N RE V I S I O N DA T E SE C T I O N S SH E E T TI T L E : A-301 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . -5'-2 1/8" TOP OF FOOTING -2' GARAGE SLAB -1'-2 1/8" TOP OF FOUNDATION 9'-1 1/8" TOP OF WALL 19'-3/8" 9 '-1 1 /8 " 4 '-1 1 /2 " 10 '-3 1 /4 " 11 '-1 1 /8 " 1'-4" 1'-4" ROOF OVERBUILD GIRDER TRUSS ROOF OVERBUILD RAISED TRUSS HEEL PER MFR. 8 12 8 12 MASTER TRUSSES PER MANUFACTURER SCISSOR TRUSSES PER MANUFACTURER TRUSSES PER MANUFACTURER MASTER BATH CRAWL SPACE GARAGE -5'-2 1/8" TOP OF FOOTING -2' GARAGE SLAB -1'-2 1/8" TOP OF FOUNDATION 9'-1 1/8" TOP OF WALL 17'-8 3/8" 22'-10 3/8" 14'-4 3/8" 10 '-3 1 /4 " 11 '-1 1 /8 " 9 '-1 1 /8 " 14 '-3 17 /32 " 4 '-1 1 /2 " 1'-4" 1'-4" ROOF OVERBUILD RAISED TRUSS HEEL PER MFR. 8 12 8 12 8 12 3 12 8 12 8 12 VAULTED TRUSSES PER MANUFACTURER TRUSSES PER MANUFACTURER DINING KITCHEN CRAWL SPACE GARAGE 1 SECTION @ GARAGE SCALE: 1/4" = 1'-0" 2 SECTION @ KITCHEN SCALE: 1/4" = 1'-0" DE S C R I P T I O N RE V I S I O N DA T E SE C T I O N S SH E E T TI T L E : A-302 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . -5'-2 1/8" TOP OF FOOTING -1'-2 1/8" TOP OF FOUNDATION 9'-1 1/8" TOP OF WALL 9 '-1 1 /8 " 9 '-1 1 /8 " 4 '-1 1 /2 " 10 '-3 1 /4 " 11 '-1 1 /8 " 1'-4"1'-4"VAULTED TRUSSES PER MANUFACTURER TRUSSES PER MANUFACTURER TRUSSES PER MANUFACTURER CRAWL SPACE MASTER W.I.C.BEDROOM 2 LIVING ROOM KITCHEN MASTER BATH GARAGE -5'-2 1/8" TOP OF FOOTING -2' GARAGE SLAB 9'-1 1/8" TOP OF WALL 17'-8 3/8" 19'-3/8" 22'-10 3/8" 19'-4 3/8" 10 '-3 1 /4 " 11 '-1 1 /8 " 1'-4" 1'-4" ROOF OVERBUILD 8 12 8 12 8 12 8 12 TRUSSES PER MANUFACTURER MONO-SLOPE TRUSSES PER MANUFACTURER FRONT PORCH GARAGE 11 '-3 19 /64 " 9 '-1 1 /8 " 4 '-1 1 /2 " 1'-4" SCISSOR TRUSSES PER MANUFACTURER 8 12 8 12 4 12 4 12 CRAWL SPACE MASTER 1 CROSS SECTION @ LIVING SCALE: 1/4" = 1'-0" 2 CROSS SECTION @ GARAGE SCALE: 1/4" = 1'-0" 3 CROSS SECTION @ MASTER SCALE: 1/4" = 1'-0" DE S C R I P T I O N RE V I S I O N DA T E CR O S S SE C T I O N S SH E E T TI T L E : A-303 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . 2727 27 1 1 1 1 1 1 1 1 1 44 4 44 4 4 4 5 R-101 8 R-101 2 R-101 1 R-101 64 ' 72' 64 ' 72' 16'32'14'10' 2' 22 ' 28 ' 12 ' 11 ' 11 ' 21 ' - 6 " 6' - 6 " 20'12' 2' 6' 12 ' 32 ' 3' 9' 8' 4' 16 ' 16 ' 16'20'7'10'7'12' 6'6' 22 ' 5' - 6 " 6' - 6 " 12 ' - 8 " 3' - 4 " 12 ' 8' 4' 4' 4' - 9 " 7' - 3 " 9' 3' - 8 " 6' - 4 " 12'8' 16'12'8'18'-4"5'12'-8" 16'20'12'12'2'10' 8' - 9 " 76 '-5 /16 " 3 2 '-5 3 / 6 4 " 61'-839/64" 25 ' 3' FW 1 FW1 FW 1 FW1 FW 1 FW1 FW 1 FW1 FW 1 FW1 FW 1 FW1 FW 1 FW1 FW 1 FW1 FW 1 FW1 FW 1 FW1 FW 1 FW1 FW 1 FW1 FW 1 FW1 FW 1 FW1 FW 1 FW1 FW 1 FW 1 FW1 FW1 FW 1 FW 1 F1 F3 F1 F3 F1 F3 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F3 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F3 F3 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 2X WALL, 5/8" REDHEAD ANCHORS @ 32" O.C., TYP. 8" PORCH CAP W/ #4 BAR BOTH WAYS @ 16" O.C. OVER COMPACTED FILL 8" PORCH CAP W/ #4 BAR BOTH WAYS @ 16" O.C. OVER COMPACTED FILL JUSTIFY ANCHOR BOLTS TO INSIDE OF WALL, THIS SECTION ONLY 1 A -30 1 1 A -30 1 1 A-303 1 A-303 1 A -30 2 1 A -30 2 2 A-303 2 A-303 2 A -30 2 2 A -30 2 3 A-303 3 A-303 2 A -30 1 2 A -30 1 FOOTING SCHEDULE ID F1 F3 WIDTH 16" 18" DEPTH 8" 8" FOOTING TYPE CONTINUOUS FOOTING CONTINUOUS FOOTING FOOTING REBAR (2) #4 BAR CONT. (2) #4 BAR CONT. PIER (IF REQUIRED) --- --- SIMPSON TIES SYM 1 4 27 ID 1 4 27 QTY 9 8 3 TYPE HDU5 STHD10RJ ABU88Z SPACING FOUNDATION WALLS WALL ID FW1 THICK 8" HEIGHT 4' VERT BAR #4 VERT SPACING 24" O.C. HORIZ BAR #4 HORIZ SPACING 24" O.C. BAR IN TOP 12" (1) J-BOLT SIZE 5/8" W/7" EMBED J-BOLT SPACING 32" O.C. 5 FOUNDATION PLAN SCALE: 1/4" = 1'-0" DE S C R I P T I O N RE V I S I O N DA T E FO U N D A T I O N SH E E T TI T L E : S-101 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . 11-7/8" TJI 110 JOISTS OR BETTER @ 16" O.C. OVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKING THROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PER MANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP) 1 A -30 1 1 A -30 1 1 A-303 1 A-303 1 A -30 2 1 A -30 2 2 A-303 2 A-303 2 A -30 2 2 A -30 2 3 A-303 3 A-303 2 A -30 1 2 A -30 1 2 MAIN LEVEL FLOOR FRAMING SCALE: 1/4" = 1'-0" DE S C R I P T I O N RE V I S I O N DA T E FL O O R FR A M I N G SH E E T TI T L E : S-201 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . 12'4'4'-6"6'6'3'-6"6'6'7'7' 8'4' 10 ' 2' - 2 " 1 '-5 1 /2 " 4' - 2 " 1' - 1 0 " 10 ' 5' 5' 6' 3' 12'4'12'8'3'-6"3'-6"5'5'3'-6"3'-6"6'6' 8'4'6'6'4'4' 11 ' 11 ' 24 ' 4' 9' 3' 14 ' 7' - 6 " 2' - 6 " 8"5'-4"5'-4"8" 6" 4' 77 UP UP H D H 3 H DD G C C A G G 4 B G B 6 5 F 1 D 2 8 7 8 9 8 8 7 7 7 7 7 7 9 8 W DR DW 8 C9 64 ' 2' 22 ' 28 ' 12 ' 72' 16'20'12'14'10' 64 ' 2' 6' 8' 4' 32 ' 3' 9' 72' 16'20'7'10'7'12' 12 ' - 2 " 2 '-4 1 /2 " 5 '-7 1 /2 " 11 ' - 1 0 " 10 ' 2' 5' 8" 7' - 4 " 4' 8' - 6 " 7' 2'-10"3'-91/2"5'-41/2"4'-6"2'25'8'1'-8"4'2'-10"2'10' 4' - 1 0 " 4 '-1 1 /2 " 3 '-2 1 /2 " 5' - 7 " 5' 5' - 9 " 4' - 6 " 4 '-1 /2 " 1' 10 ' - 1 0 " 4' - 2 " 6' 4' 4' - 8 " 5' - 6 " 3' - 6 " 11 ' - 1 0 " 3' - 2 " 1' 15 ' 4'-8"3'-4"2'-1/2" 1'-51/2"5' 6'-71/2" 1 A -30 1 1 A -30 1 1 A-303 1 A-303 1 A -30 2 1 A -30 2 2 A-303 2 A-303 2 A -30 2 2 A -30 2 3 A-303 3 A-303 2 A -30 1 2 A -30 1 RIDGE OF INTERIOR VAULT RIDGE OF INTERIOR VAULT SW2 SW 2 SW2 SW 2 SW2 SW 2 SW2 SW 2 SW2 SW 2 SW2 SW 2 SW2 SW 2 SW2 SW 2 SW2 SW 2 SW2 SW 2 SW2 SW 2 SW2 SW 2 H3 H9 H3 H1 H1 H3 H3 H1H1 H1 H1 H1 H1 H7 H7 H7 H7 H7 H7 H7 H7 H7 H7 H3 C9 C4C4 C6 C6 C4 C4 C4C4 FAUX BEAMS (OPTIONAL PER OWNER) FAUX BEAMS (OPTIONAL PER OWNER) EGRESS EGRESS EGRESS EGRESS TE M P E R E D TEMPERED STORAGE W/C CL O S E T CL O S E T MUD ROOM BATH BEDROOM 3 11'-5" x 11'-4" BEDROOM 2 11'-5" x 11'-3" BEDROOM 4 11'-0" x 12'-1" KITCHEN 11'-6" x 15'-6" DINING 11'-6" x 9'-8" MASTER 13'-0" x 14'-5" FOYER 7'-11" x 7'-11" LAUNDRY 6'-0" x 8'-2" W.I.C. 7'-8" x 10'-6" MSTR. BATH 7'-8" x 11'-6" REAR PORCH 19'-6" x 10'-0" FRONT PORCH 20'-0" x 8'-0" GARAGE 23'-0" x 21'-5" GARAGE 11'-5" x 23'-2" F C9, APT6 BOTH SIDES, TYP. LIVING ROOM 15'-5" x 15'-6" HEADERS ID H1 H3 H7 H9 PLY 2 2 2 1 SIZE 2X10 SPF 1-3/4 x 9-1/2 MICROLAM 2X8 SPF 5-1/8" x 15" 24F-V4 GLULAM NOTE SHEAR WALL SCHEDULE ID SW2 LOCATION EXTERIOR TYPE 7/16” OSB W/ 8d @ 4” O.C. ALL PANEL EDGES & 12” O.C. FIELD ( NO STAPLE OPTION ) COLUMN SCHEDULE ID C4 C6 C9 MATERIAL (3) 2X6 SPF #2 OR BETTER (5) 2X6 SPF #2 OR BETTER 8X8 SPF #1 OR BETTER WINDOW SCHEDULE ID A B C D E F G H TYPE TBD TBD TBD TBD TBD TBD TBD TBD QTY 1 2 2 4 1 1 4 3 SIZE W 2' 2' 2' 2'-6" 5' 5' 5' 8' HT 1'-6" 2'-6" 5' 5' 2' 2'-6" 5' 5' HEAD HEIGHT 6'-8" 6'-8" 6'-8" 6'-8" 15' 6'-8" 6'-8" 6'-8" TEMPERED --- --- SEE PLAN --- --- --- --- SEE PLAN NOTES DOOR SCHEDULE ID 1 2 3 4 5 6 7 8 9 QTY 1 1 1 1 1 1 9 6 2 LOCATION Exterior Exterior Exterior Exterior Exterior Exterior Interior Interior Interior FIRE RATING --- 20 MIN --- --- --- --- --- --- --- DOOR W 3' 3' 6' 6' 9' 18' 2'-6" 3' 5' HT 6'-8" 6'-8" 6'-8" 7' 9' 9' 6'-8" 6'-8" 6'-8" NOTES SELF-CLOSING DEVICE REQUIRED SLIDING GLASS MAIN ENTRY - FRENCH DOORS OVERHEAD DOOR OVERHEAD DOOR FINISHED SQUARE FOOTAGE ID MAIN FLOOR AREA 1,921 1,921 ft² UNFINISHED SQUARE FOOTAGE ID GARAGE AREA 903 903 ft² 4 MAIN LEVEL WALL FRAMING SCALE: 1/4" = 1'-0" DE S C R I P T I O N RE V I S I O N DA T E WA L L FR A M I N G SH E E T TI T L E : S-301 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . 3 R-102 4 R-102 16' COMMON TRUSSES PER TRUSS MANUFACTURER 12' VAULTED TRUSSES WITH FRONT RAISED HEEL & REAR PITCH CHANGE PER TRUSS MFR. 8' VAULTED TRUSSES W/ FRONT RAISED HEEL & REAR PITCH CHANGE PER TRUSS MFR. 8' VAULTED TRUSSES W/ RAISED HEEL & PITCH CHANGE PER TRUSS MFR. 4' TRUSSES W/ REAR PITCH CHANGE PER MFR. 14' TRUSSES PER MFR. W/ RAISED REAR HEEL 10' COMMON TRUSSES PER TRUSS MANUFACTURER 22 ' CO M M O N TR U S S E S PE R TR U S S MA N U F A C T U R E R 15 ' SC I S S O R TR U S S E S PE R MA N U F A C T U R E R 20' MONO-SLOPE TRUSSES PER TRUSS MANUFACTURER 1' - 4 " 1'-4" 1' - 4 " 1' - 4 " 1'-4" 1' - 4 " 1' - 4 " 8' - 6 " CO M M O N TR U S S E S P E R MF R . 1 A -30 1 1 A -30 1 1 A-303 1 A-303 1 A -30 2 1 A -30 2 2 A-303 2 A-303 2 A -30 2 2 A -30 2 3 A-303 3 A-303 2 A -30 1 2 A -30 1 GIRDER TRUSS RAFTERS TO HANG FROM GABLE END TRUSS 2X6 RAFTERS @ 16" O.C. W/ LRU26Z & 16d TOE- NAILED, 3:12 SLOPE 8X8 D.F.-L. #1 BEAM BEAM POCKET MIN. (2) 2X8 TRUSSES BEAR ON TOP OF BEAM (2) 11-7/8" LVL, BEAM SHALL BE RAISED ABOVE CEILING, TRUSSES TO PROVIDE NOTCH FOR BEARING, REFER TO SECTION 5-1/8" X 13-1/2" 24F-V4 GLULAM BEAM OR 8X14 D.F.-L. #1 BEAM POCKET PITCH CHANGE ROOF OVERBUILD, TYP. GREYED AREAS ROOF OVERBUILD DETAIL, TYP. GREYED AREAS ROOF OVERBUILD, TYP. GREYED AREAS 8 /12 8/12 8/12 8 /12 3 /12 8/12 8/12 3 /12 8 /12 8 /12 8/12 8/12 8 /12 3 /12 8 /12 8 /12 8/12 BEAM POCKET INTERIOR RIDGE START OF INTERIOR SLOPE 8 /12 MONO-SLOPE TRUSS TO WALL DETAIL BOXED SOFFITS, TYP. BOXED SOFFITS, TYP. DECORATIVE KNEE BRACE 1 ROOF FRAMING SCALE: 1/4" = 1'-0" DE S C R I P T I O N RE V I S I O N DA T E RO O F FR A M I N G SH E E T TI T L E : S-401 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . Be l o w Fr o s t 6" Mi n 1 5 4 3 2 7 6 8 9 10 KEYNOTES 1 - FOOTING, SEE FDN PLAN 2 - CONCRETE WALL, SEE FDN PLAN 3 - CONCRETE SLAB 4 - CONT. SILL PLATE AND ANCHOR BOLTS 5 - WALL STUDS, SEE WALL FRAMING PLAN 6 - WALL SHEATHING, SEE WALL FRAMING PLAN 7 - REQ'D PANEL EDGE NAILING 8 - ANCHOR BOLTS, SEE FDN PLAN 9 - SQUARE PLATE WASHERS 10 - SILL SEALER BE L O W FR O S T 1 6 3 7 4 8 5 2 9 KEYNOTES 1 - FOOTING, SEE FDN PLAN 2 - ALL SPLICES TO HAVE 40 BAR DIA. OVERLAP 3 - CONCRETE WALL, SEE FDN PLAN 4 - ANCHOR BOLTS, SEE FDN PLAN 5 - SILL SEALER 6 - CONT. SILL PLATE AND ANCHOR BOLTS 7 - REQ'D PANEL EDGE NAILING 8 - SQUARE PLATE WASHERS 9 - STANDARD HOOK, 12 BAR DIA. WET SET ACCEPTABLE. HOOK HORIZONTAL REBAR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 KEYNOTES: 1 - MANUFACTURED TRUSS PER OTHERS OR RAFTERS PER ROOF FRAMING PLAN 2 - R50 INSULATION 3 - SIMPSON ANCHOR @ TRUSS/RAFTER SEE ROOF PLAN 4 - METAL DRIP LEDGE TO MATCH ROOF MATERIAL 5 - ICE & WATER SHIELD MIN OF 36" 6 - ROOF MATERIAL AS SELECTED BY OWNER/BUILDER 7 - DOUBLE TOP PLATE 8 - SIDING PER OWNER BUILDER OVER TYVEK HOUSE WRAP OVER EXTERIOR SHEATHING. 9 - STRUCTURAL HEADER SEE FRAMING PLAN 10 - DOUBLE PANE INSULATED GLASS WINDOWS AS SELECTED BY OWNER. SEE PLANS FOR SIZE. 11 - 2X6 STUDS SEE FRAMING PLAN FOR STUD SPACING AND SHEATHING SIZE AND NAILING. R-25 INSULATION 12 - STONE VENEER W/22 GA.BRICK TIES ATTACHED TO WIRE MESH. FELT PAPER BENEATH. 13 - 1/2" GYP WALL BOARD ON WALLS AND CEILING TYP. 14 - 3/4" T&G SUB FLOOR OVER JOISTS AS FLOOR FRAMING PLAN 15 - 6" MIN TOP OF CONCRETE TO FINISHED GRADE. 16 - SLOPE ALL GRADES AWAY FROM HOME 17 - PRESSURE TREATED SILL PLATE. ANCHOR BOLTS PER FOUNDATION PLAN. 18 - 2X4 FUR WALL W/R-13 INSULATION 19 - ASPHALT WATER PROOFING 20 - CONCRETE FOUNDATION WALL REINFORCING AS PER FOUNDATION PAGE. 21 - PRESSURE TREATED BASE PLATE 22 - 4" CONCRETE SLAB OVER COMPACTED GRAVEL FILL 23 - CONCRETE FOOTING PER FOUNDATION PLAN 24- RECOMMENDED 8" DRAIN AROUND FND PERIMETER W/ 18" GRAVEL FIELD & SILT FABRIC. 1 2 3 5 6 7 8 KEYNOTES: 1 - 2X6 FRAMED STUD WALL 2 - SHEATHING PER FRAMING PLAN W/ 2"X2" GALV. WIRE MESH ATTACHED W/2" GALV WIRE FURRING NAILS @ 4" O.C. TYP. 3 - MASONRY VENEER 4 - 5/8" TITAN HD EXP ANCHOR @ 32" O.C. 5 - 6" MIN TOP OF CONCRETE TO FINISHED GRADE. 6 - ANGLE IRON VENEER SUPPORT GALVANIZED OR CORROSION RESISTANT PAINTED 7 - FOUNDATION WALL SEE PLAN 8 - REBAR PER FOUNDATION PLAN 4 1 2 3 5 6 7 8 5 7 9 9 10 4 11 12 KEYNOTES: 1 - COLUMN (SEE WALL FRAMING PG FOR SIZE/TYPE) 2 - COLUMN TO PIER CONNECTION (SEE FND PLAN) 3 - CAP MATERIAL PER OWNER BUILDER 4 - MONOLITHIC POUR FOR PORCH CAP & PIER. 5 - PRESSURE TREATED FRAMING OR BLOCK CMU 6 - DURAROCK OR EQUAL ATTACHED TO FRAMING W/STAINLESS STEEL SCREWS. 7 - MASONRY FINISH PER OWNER BUILDER 8 - 16"X16" SQ PIER W/ (4) #4 BAR & #3 TIES @ 8" O.C. 9 - MIN 3/4" GAP BETWEEN FRAMING, CMU, & CAP TO COLUMN. 10 - FLASHING NOTCHED INTO COLUMN 11 - FLOOR FRAMING 12 - FRAME WALL 3 2 1 4 5 KEYNOTES 1 - HOLDOWN POST, EDGE NAILING SHEATHING TO POST FULL HEIGHT. 2 - STHD HOLDOWN, SEE FND PLAN. 3 - SILL PLATE, SEE FND PLAN. 4 - REBAR PER FND PLAN. 5 - MIN EDGE DIST TO CONC CORNER HOLDOWN POSTMARK REQUIRED NAILS MIN EDGE DISTANCE EMBEDMENT DEPTH STHD8 OR STHD8RJ STHD10 OR STHD10RJ STHD14 OR STHD14RJ (2) 2X (3) 2X (3) 2X (16) 16d (20) 16d (24) 16d 1 1/2" 1 1/2" 1 1/2" 0'-8" 0'-10" 1'-2" 1 2 3 4 5 1 1 KEYNOTES 1 - HOLDOWN POST, EDGE NAILING SHEATHING TO POST FULL HEIGHT. 2 - SIMPSON SDS 1/4" X 2-1/2" WOOD SCREWS 3 - HDU HOLDOWN 4 - 4" MAX DISTANCE FROM EDGE OR OPENING 5 - SILL PLATE, SEE FND PLAN 6 - ANCHOR BOLT 7 - ANCHOR DEPTH IS REQUIRED TO BE INCREASED FOR THE THICKNESS OF FLOOR SLAB POUR OVER CONDITIONS THAT OCCUR ABOVE THE TOP OF FOOTINGS OR TOP OF STEM WALLS, EMBEDMENT LENGTH DOES NOT INCLUDE THAT PORTION OF CONCRETE ABOVE THE FOOTING OR STEM WALL. HOLDOWN POSTMARK WOOD SCREWS SIMPSON SDS 1/4" X 2-1/2" ANCHOR BOLT HDU2 HDU4 HDU5 (2) 2X (2) 2X (3) 2X (6)5/8" 5/8" 5/8" HDU8 HDU11 HDU14 (2) 2X (5) 2X (5) 2X (10) (10) (14) (20) (36) 7/8" 1" 1" EMBED DEPTH 8" 16" 18" 18" 24" 24" 1 2 3 4 5 6 7 8 10 9 KEYNOTES: 1 - COLUMN (SEE WALL FRAMING PG FOR SIZE/TYPE) 2 - COLUMN TO PIER CONNECTION (SEE FND PLAN) 3 - FRAME WALL 4 - FLOOR FRAMING 5 - 4 X 6 X 1/4 ANGLE 6 - 1/2" TITAN HD BOLTS @ 12", MIN 5" PENETRATION 7 - 1/2" THREADED ROD STUDS @ 12" O.C. 8 - MOISTURE BARRIER 9 - COMPACTED FILL 10 - REBAR (SEE FND PLAN) 101-STUD WALL TO CONCRETE WALL CONNECTION NOT TO SCALE 1 109-FOUNDATION WALL NOT TO SCALE 2 204 TYPICAL WALL SECTION NOT TO SCALE 3 113 STONE VENEER SUPPORT NOT TO SCALE 4 112 COLUMN TO PORCH CAP NOT TO SCALE 5 114 STHD HOLDOWN NOT TO SCALE 6 115 HDU HOLDOWN NOT TO SCALE 7 116 CONCRETE PORCH CAP NOT TO SCALE 8 DE S C R I P T I O N RE V I S I O N DA T E FO U N D A T I O N DE T A I L S SH E E T TI T L E : R-101 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . 1 2 3 4 5 6 7 8 9 KEYNOTES: 1 - ROOF FINISH PER OWNER/BUILDER. OVER MIN #15 ROOFING FELT. 2 - OSB SHEETING 3 - MIN 2' ICE & WATER SHIELD 4 - DRIP LEDGE 5 - SUB FACIA 6 - SOFFIT 7 - WALL FINISH PER OWNER/BUILDER 8 - OSB WALL SHEETING 9 - WATER RESISTANT BARRIER 1 2 3 KEYNOTES: R408.4 1 - FLOOR JOISTS 2 - ACCESS TO BE LOCATED IN FLOOR FRAMING 18"X24" 3 - 16"X24" WALL OPENING. ACCESS LOCATION T.B.D. PER OWNER BUILDER. (IF ACCESS IS BELOW GRADE AN AREAWAY OF NO LESS THAN 16"X24" SHALL BE PROVIDED AND IS TO BE BELOW THE THRESHOLD OF THE ACCESS OPENING) 7 8 4 6 531212 4 91110 8 6 OPTION 1 OPTION 2 KEYNOTES 1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER 2 - 2x8 (MIN) CONT BEARING PLATE. 3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS MIN. 4 - ROOF SHEATHING 5 - 2x OVERBUILD FRAMING 6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER 7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT. 8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF OVER-BUILD). 9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C. 10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER. 11 - 2x6 (MIN) CONT BEARING PLATE. 12 - EDGE NAILING 8d NAILS AT 4" O.C. 3 2 6 5 4 1 KEYNOTES 1 - WALL SHEATHING 2 - 2X6 BLOCK NAILED TO STUDS AND TRUSSES 3 - STUD WALL 4 - MANUFACTURED TRUSSES 5 - 2X6 LEDGER LEDGERLOK TO WALL BLOCKING @ 8" 0.C. 6 - 2X8 BLOCKING (4) 16d NAILS EACH STUD 30" CLEAR HEIGHT 1 2 3 4 KEYNOTES: IRC R807.1 1 - IF AREA OF 30" CLEARANCE IS 30 SQ FT OR MORE, AN ATTIC ACCESS IS REQUIRED. 2 - AT CEILINGS, MINIMUM UNOBSTRUCTED HEAD ROOM IN THE ATTIC SPACE SHALL BE 30" AT SOME POINT ABOVE THE SPACE MEASURED VERTICALLY FROM THE BOTTOM OF THE CEILING FRAMING MEMBERS. 3 - ROUGH OPENING MIN 22" X 30" 4 - SEE IRC SECTION M13051.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTIC 11/2" 8" 3 1 /2 " 3 1 /2 " 8" 11/2" 1 2 3 4 6 7 5 8 16d NAILS @ 12" O.C. EACH ROW (2) ROWS @ "h" ≤ 10", (3) ROWS @ "h" › 10", STAGGER ROWS. 16d NAILS @ 12" O.C. EACH ROW (2) ROWS EA FACE @ "h" ≤ 10", (3) ROWS EA FACE @ "h" › 10", STAGGER ROWS. 5/8" THRU BOLT @ 12" O.C. EACH ROW (2) ROWS EA FACE @ "h" ≤ 10", (3) ROWS EA FACE @ "h" › 10", STAGGER ROWS. KEYNOTES 1 - DBL TOP PLATE. 2 - CRIPPLE STUDS. 3 - 2X PLATE CONT. 4 - (4) 16d EACH END OF HEADER 5 - HEADER, SEE FRAMING PLANS 6 - BEARING STUDS (SEE ABOVE SCHEDULE) 7 - KING STUDS (SEE ABOVE SCHEDULE) 8 - (4) 16d EACH SIDE SIZE OF OPENING LESS THAN 4'-0" 4'-0" TO 8'-0" 8'-0" TO 12'-0" KING STUDS (1) (2) (3) BEARING STUDS (1) (2) (3) (2) PLY MEMBERS (3) PLY MEMBERS (4) PLY MEMBERS (2) STUDS (3) STUDS 3" NAILS (ONE SIDE) 3" NAILS (BOTH SIDE) 301-ROOF EAVE NOT TO SCALE 1 103-CRAWL SPACE ACCESS NOT TO SCALE 2 302-ROOF OVERBUILD NOT TO SCALE 3 303-MONO TRUSS-TO-WALL NOT TO SCALE 4 309 ATTIC ACCESS NOT TO SCALE 5 205 TYPICAL OPENING FRAMING NOT TO SCALE 6 DE S C R I P T I O N RE V I S I O N DA T E FR A M I N G DE T A I L S SH E E T TI T L E : R-102 PLN# 23-08-014 DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : RA Y MC D O U G A L , PE EI T : BA 6/8/2023 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . UP UP W DR DW 2 R-102 5 R-102 S/C S SMOKE/CARBON MONOXIDE DETECTOR SMOKE DETECTOR STORAGE W/C CL O S E T CL O S E T LIN.LI N . SH O E BE N C H MUD ROOM 9' CLG. VAULTED 9' CLG. 9' CLG.9' CLG. 9' CLG. 16' CLG. 9' CLG. 9' CLG. 9' CLG. 9' CLG. 11' CLG. 11' CLG. 9' CLG. VAULTED 9' CLG. VAULTED BATH S S S S S/C S/C PROPOSED LOCATION OF ATTIC ACCESS PROPOSED LOCATION OF CRAWL SPACE ACCESS BEDROOM 3 11'-5" x 11'-4" BEDROOM 2 11'-5" x 11'-3" BEDROOM 4 11'-0" x 12'-1" KITCHEN 11'-6" x 15'-6" DINING 11'-6" x 9'-8" MASTER 13'-0" x 14'-5" FOYER 7'-11" x 7'-11" LAUNDRY 6'-0" x 8'-2" W.I.C. 7'-8" x 10'-6" MSTR. BATH 7'-8" x 11'-6" PANTRY 4'-4" x 4'-8" REAR PORCH 19'-6" x 10'-0" FRONT PORCH 20'-0" x 8'-0" GARAGE 23'-0" x 21'-5" GARAGE 11'-5" x 23'-2" F LIVING ROOM 15'-5" x 15'-6" 2 MAIN LEVEL MEP SCALE: 1/4" = 1'-0" MEP DRAWING NOTE: 1. THESE DRAWINGS ARE PROVIDED FOR THE MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS TO MAKE NOTATIONS AND CHANGES ACCORDING TO THE DIRECTION OF THE HOMEOWNER AND GENERAL CONTRACTOR. 2. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL CONTACTORS TO ENSURE THAT ALL TRADE-SPECIFIC DESIGN IS DONE ACCORDING TO THE LATEST CODE STANDARDS AND THE HOME OWNERS PREFERENCE. 3. THE TRADE CONTRACTORS SHALL PRESENT ALL MATERIAL AND FIXTURE SELECTIONS FOR HOME OWNER APPROVAL PRIOR TO PURCHASE AND INSTALLATION. 4. IF THE INSTALLATION OF ANY PIPES, DUCTWORK, WIRES OR OTHER MATERIAL REQUIRE MODIFICATION OF THE SPECIFIED STRUCTURE, THE GENERAL CONTRACTOR SHALL CONTACT THE STRUCTURAL ENGINEER OR DESIGNER TO VERIFY THAT SUCH MODIFICATION WILL NOT NEGATIVELY EFFECT THE STRENGTH OF THE EFFECTED STRUCTURAL ELEMENT. ATTIC/CRAWLSPACE GENERAL NOTE: OPENINGS TO ATTIC AND CRAWLSPACE SHALL COMPLY WITH CODE M1305.1.3 & M1305.1.2 IN THAT ALL APPLIANCES SHALL BE ACCESSIBLE WITHIN 20 FEET OF THE ACCESS OPENINGS. DR A W N BY : CH K 'D BY : KK DM PL O T DA T E : 6 /8 /20 2 3 EN G I N E E R : DE S C R I P T I O N RE V I S I O N DA T E ME P MA R K U P PL A N SH E E T TI T L E : E-101 PLN# 23-08-014 EI T : BARA Y MC D O U G A L , PE 12 7 E . Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w .so u t h f o r k d e s i g n .co m 20 8 -85 2 -62 3 6 So u t h Fo r k De s i g n Gr o u p , LL C MA S O N & Mc G W I R E PH I L L I P S PI N E BR O O K ES T A T E S DI V 2 LO T 3 BL K 3 , RE X B U R G , ID Co p y r i g h t 20 2 3 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d .