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HomeMy WebLinkAboutCRAPO DUPLEX - 156 E 2nd SINDEX OF SHEETS G-101 G-102 C-101 A-101 A-102 A-103 A-201 A-301 S-101 COVER SHEET GENERAL NOTES SITE MAIN LEVEL LOWER LEVEL DEMOLITION PLAN ELEVATIONS SECTIONS FOUNDATION INDEX OF SHEETS S-201 S-301 S-302 S-401 S-402 S-403 R-101 E-101 E-102 FLOOR FRAMING WALL FRAMING WALL FRAMING CEILING FRAMING ROOF FRAMING RAFTERS ROOF FRAMING STRUCTURE DETAILS MEP MARKUP PLAN MEP MARKUP PLAN FINISHED SQUARE FOOTAGE ID BASEMENT MAIN FLOOR AREA 1,237 1,513 2,750 ft² UNFINISHED SQUARE FOOTAGE ID GARAGE AREA 241 241 ft² VICINITY MAP NOT TO SCALE 6 PROPERTY LOCATION LOCATION: REXBURG, ID. ROOF SNOW: GROUND SNOW: WIND SPEED: EXPOSURE: C FROST DEPTH: SEISMIC: Ss S1 SDS SD1 REGULATION: IRC 2018 CRAPO DUPLEX REMODEL 43.821429, -111.779089 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# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. 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. REMODEL/ADDITION/EXISTING NOTE: 1. THIS ARCHITECTURAL DESIGN INCORPORATES MODIFICATIONS TO EXISTING STRUCTURES. WHILE EFFORTS HAVE BEEN MADE TO INCLUDE ACCURATE INFORMATION, THE BUILDER/OWNER IS RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS, COMPLIANCE WITH BUILDING CODES, AND ON-SITE CONDITIONS. THE BUILDER/OWNER ASSUMES RESPONSIBILITY FOR VERIFYING ALL ASPECTS OF THE DESIGN IN CONJUNCTION WITH EXISTING STRUCTURES PRIOR TO CONSTRUCTION OR PURCHASING OF MATERIALS. AS DEMOLITION AND CONSTRUCTION PROGRESS, PROMPTLY INFORM OUR TEAM OF ANY DISCREPANCIES THAT MAY ARISE. 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# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. OWNER: REXBURG RENTALS LLC LEGAL DESCRIPTION: PARKER ADDITION TO REXBURG TAX 3491 LOT 1 BLK 4 Parcel Number: RPR000P0040080 ACRES: 0.123 41.1' 130.5' 41.1' 129.5' SECTION TO BE DEMOLISHED 2ND S CORNELL AVE. EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING EXISTING DRIVEWAY 1 SITE PLAN SCALE: 3/32" = 1'-0" 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 : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 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# 247-01-011 EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. 2 2 UP UP W DR 5 2 2 2 6 6 1 2 2 DW 3 F 1 A- 3 0 1 1 A- 3 0 1 2 A-301 2 A-301 3'-2"3'-71/4" 4' 12'-81/4"8'-5" 25 ' - 1 1 " 10'-7" 20'-8" 11 ' 11'-81/64" 11 ' - 1 " 10 ' - 1 1 33 / 6 4 " 4' - 5 " 10 ' - 6 31 / 6 4 " EGRESS EGRESS EGRESS DOOR UNDER EXISTING LINTEL - MAY NEED REINFORCEMENT AFTER CUTTING OUT DOOR - VERIFY WITH ENGINEER KITCHEN LIVING ROOM BEDROOM 2 BEDROOM 3 STORAGE LAUNDRY PANTRY MASTER BEDROOM MASTER BATHROOM BATHROOM W.I.C. WINDOW SCHEDULE ID A TYPE CASEMENT QTY 1 SIZE W 3' HT 4' HEAD HEIGHT 6'-83/4" TEMPERED --- NOTES DOOR SCHEDULE ID 1 2 3 4 5 6 7 QTY 1 13 1 1 1 2 2 LOCATION Interior Interior Interior Interior Exterior Interior Interior FIRE RATING --- --- --- --- --- --- --- DOOR W 2' 2'-6" 2'-8" 2'-10" 3' 5' 6' HT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" NOTES SLIDING DOOR 1 MAIN LEVEL PLAN SCALE: 1/4" = 1'-0" DASHED LINES REPRESENTS EXISTING CONSTRUCTION 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# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. 2 2 UP 2 7 2 7 2 2 A 4 DW W DR 47'-1" 1'-1" 2'5'-11"3'-81/2"2' 1' - 6 " 1' - 1 1 " 4' - 8 " 2' - 1 " 9'-6" 10 ' - 1 1/ 2 " 3' - 7 " 10 ' - 6 1/ 2 " 2'10'-10"5' 8' - 9 " 11'-923/64" 5' EGRESS EGRESS EGRESS MASTER W.I.C. LAUNDRY MASTER BATH BATHBEDROOM 3 BEDROOM 2KITCHEN LIVING ROOM EXISTING CEILING HEIGHT APPROX 7'-5" (TYP) 1 A- 3 0 1 1 A- 3 0 1 2 A-301 2 A-301 F 2'-123/64" 7'-41/2" 1'-2" 2'-1" WINDOW SCHEDULE ID A TYPE CASEMENT QTY 1 SIZE W 3' HT 4' HEAD HEIGHT 6'-83/4" TEMPERED --- NOTES DOOR SCHEDULE ID 1 2 3 4 5 6 7 QTY 1 13 1 1 1 2 2 LOCATION Interior Interior Interior Interior Exterior Interior Interior FIRE RATING --- --- --- --- --- --- --- DOOR W 2' 2'-6" 2'-8" 2'-10" 3' 5' 6' HT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" NOTES SLIDING DOOR 1 BASEMENT LEVEL PLAN SCALE: 1/4" = 1'-0" DASHED LINES REPRESENTS EXISTING CONSTRUCTION DE S C R I P T I O N RE V I S I O N DA T E LO W E R LE V E L SH E E T TI T L E : A-102 PLN# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. UP UP UP UP UP 1 MAIN STORY DEMOLITION PLAN SCALE: 1/4" = 1'-0" 2 LOWER STORY DEMOLITION SCALE: 1/4" = 1'-0" DASHED LINES REPRESENTS PORTION TO BE MODIFIED OR REMOVED DE S C R I P T I O N RE V I S I O N DA T E DE M O L I T I O N PL A N SH E E T TI T L E : A-103 PLN# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. AP P R O X . 23 ' - 1 1 47 / 6 4 " TO EX I S T I N G RI D G E 5 A 2 WINDOW SCHEDULE ID A TYPE CASEMENT QTY 1 SIZE W 3' HT 4' HEAD HEIGHT 6'-83/4" TEMPERED --- NOTES DOOR SCHEDULE ID 1 2 3 4 5 6 7 QTY 1 13 1 1 1 2 2 LOCATION Interior Interior Interior Interior Exterior Interior Interior FIRE RATING --- --- --- --- --- --- --- DOOR W 2' 2'-6" 2'-8" 2'-10" 3' 5' 6' HT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" NOTES SLIDING DOOR 1 RIGHT ELEVATION SCALE: 1/4" = 1'-0" 2 REAR ELEVATION SCALE: 1/4" = 1'-0" 3 LEFT ELEVATION SCALE: 1/4" = 1'-0" 4 FRONT 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# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. 7' - 8 " KITCHEN LIVING ROOM KITCHEN LIVING ROOM 7' - 8 " EXISTING ROOF TO BE REINFORCED KITCHEN W.I.C. KITCHEN KITCHEN MASTER BEDROOM BEDROOM BEDROOM W.I.C. STORAGE 1 SECTION A SCALE: 1/4" = 1'-0" 2 SECTION B SCALE: 1/4" = 1'-0" DASHED LINES DENOTES EXISTING 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# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. 1 1 21'-7"2' 1'-7"2' - 7 1/ 2 " 1' - 4 " 10 ' - 4 3/ 4 " 1' - 4 " 9' - 1 1 3/ 4 " 25 ' - 8 " 8' - 7 1/ 2 " 1' - 4 " 15 ' - 2 1/ 2 " 5'-9" 1' - 3 " 11 ' 40'-10"6'-3" 10'-3"2' 10 ' - 49 / 6 4 " 2' 1' - 1 1 1/ 2 " 2' 9' - 7 47 / 6 4 " 10 ' - 3/ 4 " 9' - 7 3/ 4 " 2' 1' - 1 1 1/ 2 " 2' 10 ' - 4 3/ 4 " 3' - 7 1/ 2 " 2' 9' - 7 3/ 4 " 16'-71/2"2'-111/2"2' F9 F1 F1 F14 F14 L? F9 F1 F9 F9 F9 1 A- 3 0 1 1 A- 3 0 1 2 A-301 2 A-301 FOOTING SCHEDULE ID F1 F9 F14 WIDTH 16" 24" --- DEPTH 8" 10" --- FOOTING TYPE CONTINUOUS FOOTING 24” X 24” X 10” SPREAD FOOTER BIGFOOT 24 FOOTING REBAR (2) #4 BAR CONT. (3) #4 BOTH WAYS SEE PIER REBAR FOR SIZING PIER (IF REQUIRED) --- --- 10" SONOTUBE (4) #4 BAR #3 TIES 8" O.C. SIMPSON TIES SYM 1 7 ID 1 7 QTY 2 3 TYPE ABU66Z DTT1Z SPACING 5 FOUNDATION PLAN SCALE: 1/4" = 1'-0" DASHED LINES REPRESENTS EXISTING CONSTRUCTION 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# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. 7 7 7 2X 6 @ 16 " O. C . (3) 1 3/4" X 7 1/4" LVL (2) 2X12 SPF 2X8 LEDGER ATTACH USING 3-5/8" LEDGERLOK @ 16" O.C. PREVIOUS BEARING TO BE REMOVED ONCE BEAM IS INSTALLED (3) 1 3/4" X 7 1/4" LVL (2) 1-3/4"X7-1/4" LVL NOTCH COLUMN FOR 2X12 ATTACH USING (2) THRULOK 7 OR EQ. (TYP.) LUC26Z HANGER (TYP.) 6X6 COL. TYP. DTT1Z @ 4' O.C. 1 A- 3 0 1 1 A- 3 0 1 2 A-301 2 A-301 SIMPSON TIES SYM 1 7 ID 1 7 QTY 2 3 TYPE ABU66Z DTT1Z SPACING 2 MAIN LEVEL FLOOR FRAMING SCALE: 1/4" = 1'-0" DASHED LINES REPRESENTS EXISTING CONSTRUCTION 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# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. 2 2 UP 2 7 2 7 2 2 A 4 DW W DR 6'-11/2"3'-11/2"9'-1"6' 3' - 1 1 1/ 2 " 2' - 5 1/ 2 " 7' - 9 " 8' - 7 " 2' - 4 " 2'-41/2" 3'-11/2"10'-51/2"5'-31/2"5'-51/2" 6'-3" EGRESS H7 EGRESS EGRESS H7 H7 C2 C1 C1 H7 C2 C1 C1 C1 C7 H7 C8 C8 MASTER W.I.C. LAUNDRY MASTER BATH BATHBEDROOM 3 BEDROOM 2KITCHEN LIVING ROOM EXISTING CEILING HEIGHT APPROX 7'-5" (TYP) 1 A- 3 0 1 1 A- 3 0 1 2 A-301 2 A-301 F HEADERS ID H7 PLY 2 SIZE 2X6 SPF NOTE COLUMN SCHEDULE ID C1 C2 C7 C8 MATERIAL (3) 2X4 SPF #2 OR BETTER (4) 2X4 SPF #2 OR BETTER 4X4 SPF #1 OR BETTER 6X6 SPF #1 OR BETTER WINDOW SCHEDULE ID A TYPE CASEMENT QTY 1 SIZE W 3' HT 4' HEAD HEIGHT 6'-83/4" TEMPERED --- NOTES DOOR SCHEDULE ID 1 2 3 4 5 6 7 QTY 1 13 1 1 1 2 2 LOCATION Interior Interior Interior Interior Exterior Interior Interior FIRE RATING --- --- --- --- --- --- --- DOOR W 2' 2'-6" 2'-8" 2'-10" 3' 5' 6' HT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" NOTES SLIDING DOOR 4 BASEMENT LEVEL WALL FRAMING SCALE: 1/4" = 1'-0" DASHED LINES REPRESENTS EXISTING CONSTRUCTION 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# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. 2 2 UP UP W DR 5 2 2 2 6 6 1 2 2 DW 3 F 1 A- 3 0 1 1 A- 3 0 1 2 A-301 2 A-301 76'-4" 17'-6"4'-41/2"24'-61/2"8'-11"21' 76'-4" 29 ' - 2 " 1' - 2 " 8" 1' - 1/ 2 " 10 ' - 3 1/ 2 " 4' - 1 0 " 11 ' - 2 " 12'5'-91/2"5'-833/64"9'-2" 1'-10" 12'-7"7'-5 1/2"21' 29 ' - 2 " 7' - 1 0 27 / 6 4 " 3' - 5 37 / 6 4 " 1' - 1 0 " 21/ 2 " 11 ' - 4 " 2' 11 ' - 4 " 2' - 5 " 1" 5'-9"3'-8"13'-2"20'-363/64"11'-31/2" 14 ' - 5 1/ 2 " 10 1/ 2 " 10 ' - 4 " 5' - 8 " 5' 5' 2' - 9 1/ 2 " 8' - 2 " 6' 12 ' EGRESS EGRESS H7 H10 C2 EGRESS H7 H7 H7 DOOR UNDER EXISTING LINTEL - MAY NEED REINFORCEMENT AFTER CUTTING OUT DOOR - VERIFY WITH ENGINEERC8C8C2 C2C2 KITCHEN LIVING ROOM BEDROOM 2 BEDROOM 3 STORAGE LAUNDRY PANTRY MASTER BEDROOM MASTER BATHROOM BATHROOM W.I.C. 4'-4"12'-7"11'-111/2"16'-101/2" 2'-6"5'-331/64" HEADERS ID H7 PLY 2 SIZE 2X6 SPF NOTE COLUMN SCHEDULE ID C1 C2 C7 C8 MATERIAL (3) 2X4 SPF #2 OR BETTER (4) 2X4 SPF #2 OR BETTER 4X4 SPF #1 OR BETTER 6X6 SPF #1 OR BETTER WINDOW SCHEDULE ID A TYPE CASEMENT QTY 1 SIZE W 3' HT 4' HEAD HEIGHT 6'-83/4" TEMPERED --- NOTES DOOR SCHEDULE ID 1 2 3 4 5 6 7 QTY 1 13 1 1 1 2 2 LOCATION Interior Interior Interior Interior Exterior Interior Interior FIRE RATING --- --- --- --- --- --- --- DOOR W 2' 2'-6" 2'-8" 2'-10" 3' 5' 6' HT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" NOTES SLIDING DOOR 4 MAIN LEVEL WALL FRAMING SCALE: 1/4" = 1'-0" DASHED LINES REPRESENTS EXISTING CONSTRUCTION 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-302 PLN# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. 1 A- 3 0 1 1 A- 3 0 1 2 A-301 2 A-301 NOTE: EXISTING FRAMING SHOWN HERE IS INSUFFICIENT - ENSURE MIN. (1) 2X8 OR (2) 2X6 SPF @ 16" O.C. - OKAY TO SISTER SECOND JOIST ALLONGSIDE UNDAMAGED EXISTING FRAMING 1 FLOOR/ CEILING FRAMING PLAN SCALE: 1/4" = 1'-0" DASHED LINES REPRESENTS EXISTING CONSTRUCTION DE S C R I P T I O N RE V I S I O N DA T E CE I L I N G FR A M I N G SH E E T TI T L E : S-401 PLN# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. 1 A- 3 0 1 1 A- 3 0 1 2 A-301 2 A-301 EXISTING ROOF EXISTING ROOF NOTE: ALL RAFTERS TYP. UNLESS NOTED OTHERWISE RAFTERS GREATER THAN 8' REQUIRE MIN. (1) 2X8 SPF, OR (2) 2X6 SPF @ 16" O.C. RAFTERS LESS THAN 8' REQUIRE MIN (1) 2X6 @ 16" O.C. 4x4 COLUMN WITH SIMPSON BC4 POST BASE (1) 1-3/4"X5-1/2" LVL RAFTERS SISTER ALONGSIDE EXISTING RAFTERS - SPAN CONTINUOUS FROM EXTERIOR TO INTERIOR BEARING WALL4x4 COLUMN WITH SIMPSON BC4 POST BASE 4x4 COLUMN 4x4 COLUMN 4x4 COLUMN 4x4 COLUMN 4x4 COLUMN 4x4 COLUMN (2) 1-3/4"X5-1/2" LVL BEAM BENEATH EXISTING HIP BEAM (ALL TYP.) 1 ROOF FRAMING RAFTER PLAN SCALE: 1/4" = 1'-0" DASHED LINES REPRESENTS EXISTING CONSTRUCTION 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 RA F T E R S SH E E T TI T L E : S-402 PLN# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. 1 A- 3 0 1 1 A- 3 0 1 2 A-301 2 A-301 EXISTING ROOF EXISTING ROOF (2) 1-3/4"X11-7/8" LVL(2) 1-3/4"X11-7/8" LVL 5-1/8"X9" 24F-V4 GLB 5-1/8"X9" 24F-V4 GLB (2) 1-3/4"X9-1/2" LVL (2) 1-3/4"X9-1/2" LVL HUCQ410-SDS HUCQ410-SDS FRAME 2X4 WALL UP TO UNDERSIDE OF RAFTERS FRAME 2X4 WALL UP TO UNDERSIDE OF RAFTERS FRAME 2X4 WALL UP TO UNDERSIDE OF RAFTERS FRAME 2X4 WALL UP TO UNDERSIDE OF RAFTERS FRAME 2X4 WALL UP TO UNDERSIDE OF RAFTERS FRAME 2X4 WALL UP TO UNDERSIDE OF RAFTERS FRAME 2X4 WALL UP TO UNDERSIDE OF RAFTERS OKAY TO BREAK BEAM HERE - CANTILEVER BEAM OVER COLUMN TO BREAK 4x4 COLUMN WITH SIMPSON BC4 POST BASE 4x4 COLUMN WITH SIMPSON BC4 POST BASE 4x4 COLUMN 4x4 COLUMN 4x4 COLUMN 4x4 COLUMN 4x4 COLUMN 4x4 COLUMN HUCQ412-SDSHUCQ412-SDS 1 ROOF FRAMING NO RAFTERS SCALE: 1/4" = 1'-0" DASHED LINES REPRESENTS EXISTING CONSTRUCTION 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 ST R U C T U R E SH E E T TI T L E : S-403 PLN# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. GA FILE NO. FC 5529 GENERIC 1 HOUR FIRE WOOD JOISTS, GYPSUM WALLBOARD Fire Design: Base layer 5/8” type X gypsum wallboard applied at right angles to 2 x 10 wood joists 24” o.c. with 1-1/4” Type W or S screws 24” o.c. Face layer 5/8” type X gypsum wallboard or gypsum veneer base applied at right angles to joists with 1-7/8” Type W or S screws 12” o.c. at joints and intermediate joists and 1-1/2” Type G screws 12” o.c. placed 2” back on either side of end joints. Wood joists supporting 1/2” plywood with exterior glue applied at right angles to joists with 8d nails. Joints offset 24” from base layer joints. Approx. Ceiling Weight: 5 psf (Fire) Fire Test: FM FC 172, 2-25-72; ITS, 8-6-98 EXCERPT TAKEN FROM "GA-600-2018 Fire Resistance and Sound Control Design Manual" 1 HR CEILING/ FLOOR FIRE SEPARATION FLOOR FIRE ASSEMBLY NOT TO SCALE 36 SECTION B FIRE KEY NOT TO SCALE 46 IDAHO RESIDENTIAL CODE FIRE SEPARATION REQUIREMENTS: R302.3 TWO-FAMILY DWELLINGS -DWELLING UNITS IN TWO-FAMILY DWELLINGS SHALL BE SEPARATED FROM EACH OTHER BY WALL AND FLOOR ASSEMBLIES HAVING NOT LESS THAN A 1-HOUR FIRE-RESISTANCE RATING WHERE TESTED IN ACCORDANCE WITH ASTM E119, UL 263, OR SECTION 703.3 OF THE INTERNATIONAL BUILDING CODE. -FIRE-RESISTANCE-RATED FLOOR/CEILING AND WALL ASSEMBLIES SHALL EXTEND TO AND BE TIGHT AGAINST THE EXTERIOR WALL. R302.3.1 SUPPORTING CONSTRUCTION WHERE FLOOR ASSEMBLIES ARE REQUIRED TO BE FIRE-RESISTANCE RATED BY SECTION R302.3, THE SUPPORTING CONSTRUCTION OF SUCH ASSEMBLIES SHALL HAVE AN EQUAL OR GREATER FIRE-RESISTANCE RATING. AS SUCH, ALL EXTERIOR WALLS IN BASEMENT TO BE FINISHED USING MIN. (1) 5/8" TYPE X DRYWALL. ALL INTERIOR BEARING WALLS IN BASEMENT TO HAVE MIN. (1) LAYER 5/8 TYPE X EACH SIDE. DE S C R I P T I O N RE V I S I O N DA T E DE T A I L S SH E E T TI T L E : R-101 PLN# 247-01-011 DR A W N BY : CH K ' D BY : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 EN G I N E E R : EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. UP DW W DR MASTER W.I.C. LAUNDRY MASTER BATH BATHBEDROOM 3 BEDROOM 2KITCHEN LIVING ROOM EXISTING CEILING HEIGHT APPROX 7'-5" (TYP) S/C S SMOKE/CARBON MONOXIDE DETECTOR SMOKE DETECTOR S/C S S S F 1 BASEMENT 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 : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 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# 247-01-011 EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE. UP UP W DR DW F S/C S SMOKE/CARBON MONOXIDE DETECTOR SMOKE DETECTOR KITCHEN LIVING ROOM BEDROOM 2 BEDROOM 3 STORAGE LAUNDRY PANTRY S/C S S S MASTER BEDROOM MASTER BATHROOM BATHROOM W.I.C. 1 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 : BW / S W #1 - 5 Ch e c k e d By PL O T DA T E : 12 / 3 / 2 0 2 4 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-102 PLN# 247-01-011 EI T : #1 - 4 EN G I N E E R IN T E R N 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 . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PR E L I M I N A R Y NO T FO R CO N S T R U C T I O N Co p y r i g h t 20 2 4 | So u t h Fo r k De s i g n | Al l Ri g h t s Re s e r v e d . TE R E S A CR A P O 15 6 E 2N D S RE X B U R G , ID . ADDITION & REMODEL NOTE: IT IS THE RESPONSIBILITY OF THE OWNER/ BUILDER TO VERIFY THE DIMENSIONS, ROOF PITCHES, FLOOR ELEVATIONS, AND INTEGRATION OF THE OVERALL DESIGN WITH THE EXISTING STRUCTURE.