The URL can be used to link to this page

Home My WebLink AboutSTRUCTURAL PLANS - 23-00848 - Bear World - Jurassic Creek Gift ShopPAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DATE DRAWN BY PROJECT# SCALE 1/4"=1' YELLOWSTONE BEAR WORLD JURASSIC CREEK GIFT SHOP - RESTROOMS - CAFE MADISON COUNTY, IDAHO GIFT SHOP SQ FT: CAFE SQ FT: RESTROOM SQ FT: TOTAL SQ FT: 1800 1200 1225 4225 OWNER 2023-83 S-0 PROJECT NO: 02-23-006 DESIGN: EAS APPROVED: EAS 350 N 2nd East Rexburg, ID 83440 208-206-6653 estoddard@civilize.design Civil & Structural Engineering KING STUD EACH SIDE OF BEAM SOLID BUILT-UP POST BELOW BEAM (2) 16d NAILS AT 2" O.C. CONT DBL 2x TOP PLATE W/ LAP SPLICE PER TYPICAL DETAIL WOOD BEAM STRAP BROKEN TOP PLATE ON SIDE OR TOP WOOD BEAM WOOD BEAM (2) 16d NAILS AT 2" O.C. (2) 16d NAILS AT 2" O.C. (2) 16d NAILS AT 2" O.C. SOLID BUILT-UP POST BELOW BEAM SOLID BUILT-UP POST BELOW BEAM FULL-HEIGHT KING STUD AT END OF BEAM FULL-HEIGHT KING STUD EACH SIDE OF BEAM FULL-HEIGHT KING STUD, OPPOSITE SIDE OF THE BEAM WOOD STUD WALL, SEE PLAN 1.(10) 16d FACE NAIL TO END OF BEAM KING STUD(S) PER PLAN 16d NAILS AT 12" O.C. TRIMMER STUD(S) PER PLAN 16d NAILS AT 12" O.C. WOOD HEADER OR BEAM, SEE PLAN 16d NAILS AT 12" O.C. WOOD STUD WALL, SEE PLAN 1. (2) 16d NAILS AT 2" O.C. WOOD HEADER 16d NAILS AT 12" O.C. WOOD STUD WALL, SEE PLAN 1. 16d NAILS AT 12" O.C. TRIMMER STUD(S) PER PLAN GENERAL STRUCTURAL NOTES THESE GENERAL NOTES ARE TO APPLY TO ALL STRUCTURAL COMPONENTS OF THE BUILDING AND FOUNDATION THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNED PRIMARILY TO SAFEGUARD AGAINST MA-OR STRUCTURAL DAMAGE AND LOSS OF LIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRA:INGS PRIOR TO PROCEEDING :ITH ANY :OR. OR FABRICATION THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION SECTIONS AND DETAILS SHO:ING RENFORCING, BOLTS, FRAMING MEMBERS, AND CONNECTIONS ARE INTENDED TO ILLUSTRATE SPECIFIC DETAILS NO ATTEMPT HAS BEEN MADE TO SHO: ALL ELEMENTS PASSING THROUGH A SPECIFIC SECTION OR DETAIL IT IS ASSUMED :OR. DEPICTED :ILL BE PERFOMED BY AN EXPERIENCED CONTRACTOR ANDOR :OR.MEN :HO HAVE A :OR.ING .NO:LEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING RE4UIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE AS NOT EVERY CONDITION OR FRAMING ELEMENT IS OR CAN BE EXPLICITLY SHO:N ON THESE DRA:INGS CONSTRUCTION DETAILS NOT SPECIFICALLY SHO:N ON THE DRA:INGS SHALL FOLLO: SIMILAR DETAILS OF SECTIONS IN THIS PRO-ECT AS APPROVED BY THE ARCHITECT OR ENGINEER OF RECORD FIELD VERIFICATION VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD VERIFY SI=E AND LOCATIONS OF ALL OPENINGS IN THE ROOF AND :ALLS ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS :ITH APPROPRIATE TRADES AND SUBCONTRACTORS PRIOR TO CONSTRUCTION ANY DISCREPANCIES FOUND AMONG THE DRA:INGS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER OF RECORD, :HO SHALL CORRECT SUCH DISCREPANCY IN :RITING GREATER RE4UIRMENTS SHALL GOVERN ANY :OR. DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY, BUT PRIOR TO CORRECTION OF SUCH DISCREPANCY, SHALL BE DONE AT THE CONTRACTOR S RIS. SUBMITTALS PROVIDE SUBMITTALS IN ACCORDANCE :ITH CONTRACT DOCUMENTS AND SPECIFICATIONS CONCRETE SUBMITTALS SHALL INCLUDE, BUT NOT BE LIMITED TO, MIX DESIGN, FIELD TESTING FOR STRENGTH, SLUMP, TEMPERATURE, AIR:ATER RATIO, AIR ENTRAINMENT, AND ANY ADMIXTURES PROPOSED STRUCTURAL STEEL SUBMITTALS SHALL INCLUDE, BUT NOT BE LIMITED TO, SHOP DRA:INGS OF FABRICATIONS, COATINGS, FASTENERS, AND :ELDING, SUBMIT DESIGN AND DRA:INGS FOR PRE-ENGINEERED, PRE--MANUFACTURED ROOF TRUSSES FOR REVIE: AND APPROVAL PRIOR TO FABRICATION REFERENCES REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRA:INGS FOR ALL DIMENSIONS NOT SHO:N, FOR SI=E AND POSITION OF OPENINGS, BREA.S IN STRUCTURAL MEMBERS DUE TO ARCHITECTURAL TREATMENT, LOCATION OF SUMPS, AND ETC EXISTING CONDITIONS THE CONTRACTOR SHALL VERIFY THE EXISTENCE OF AND LOCATION OF BURIED UTILITIES ON SITE :HILE PERFORMING :OR. AD-ACENT TO THE EXISTING UTILITIES, THE CONTRACTOR SHALL SAFEGUARD AIL EXISTING STRUCTURES, SERVICES, AND UTILITIES THAT :ILL BE AFFECIA- BY THE :OR. OF THIS CONTRACT THE CONTRACTOR SHALL PROVIDE ALL OPENINGS, E4UIPMENT BASES, ANCHOR BOLTS, ETC FOR ALL TRADES AND OBTAIN FROM ,AND VERIFY :ITH, OTHER APPROPRIATE DRA:INGS SI=E AND LOCATION OF THESE ITEMS BUILDING CODE STRUCTURAL DESIGN IS IN ACCORDANCE :ITH THE STRUCTURAL PROVISIONS OF THE VERSION OF THE INTERNATIONAL BUILDING CODE ADOPTED BY THE LOCAL -URISDICTION A INTERNAIONAL BUILDING CODE ADOPTED AND AMENDMENTS 201 EDITION B ALL METHODS, MATERIALS, AND :OR.MANSHIP SHALL CONFORM TO THE SPECIFIED BUILDING CODE AS AMENDED AND ADOPTED BY THE LOCAL BUILDING AUTHORITY C ALL REFERENCE TO OTHER CODES AND STANDARDS ACI, ASTM, AISC, ETC SHALL BE FOR THE LATEST OR MOST CURRENT EDITION AVAILABLE SOILS AND BUILDING LOADS VERTICAL LOADS LOCATION DESIGN LIVE LOAD DESIGN DEAD LOAD ROOF -- PSF 12 PSF ROOF SNO: GROUND 50 PSF ROOF 5 PSF ---- FLOOR 0 PSF 20 PSF DEC.BALCONY 100 PSF 20 PSF STAIRS 0 PSF 25 PSF EXTERIOR :ALLS 15 PSF INTERIOR PARTITIONS 15 PSF LATERAL LOADS SEISMIC SOIL SITE CLASS D OCCUPANCY CATEGORY II SEISMIC IMPORTANCE FACTOR, IE 100 SEISMIC DESIGN CATEGORY D MAXIMUM CONSIDERED EARTH4UA.E RESPONSE GROUND MOTION 02 SECOND PERIOD SS 0 J MAXIMUM CONSIDERED EARTH4UA.E RESPONSE GROUND MOTION 10 SECOND PERIOD S1 011 J NUMERIC SEISMIC DESIGN VALUE AT 02 SECOND SDS 00 J NUMERIC SEISMIC DESIGN VALUE AT 10 SECOND SD1 021 J PERCENT SNO:LOAD INCLUDED :ITH SEISMIC LOADING 20 PLY:OOD SHEAR:ALL R 5, CS 00 ORDINARY STEEL MOMENT FRAME R 5, CS 01 :IND ULTIMATE :IND SPEED 0 MPH SECOND GUST :IND IMPORTANCE FACTOR, I: 100 :IND EXPOSURE FACTOR C COMPONENT AND CLADDING PRESSURE 0 PSF SOILS LOADS ALLO:ABLE ALLO:ABLE BEARING PRESSURE 1500 PSF ALLO:ABLE LATERAL BEARING PRESSURE 150 PSF FT ALLO:ABLE LATERAL SLIDING COEFFICIENT 025 FROST DEPTH REXBURG R012 INCHES FOUNDATION SUBGRADE PREPARATION FOUNDATION SUBGRADE SHALL BE PREPARED IN ACCORDANCE :ITH THE RECOMMENDATIONS OF THE RELEVANT INTERNATIONAL BUILDING CODE STRUCTURAL. CONCRETE GENERAL ALL CONCRETE SHALL MEET THE RE4UIREMENTS OF ACI-01, SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE SY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IN ACI-01 PLACE CONCRETE PER ACI-0 AND CONFORM TO ACI -0 0 FOR COLD :EATHER PLACEMENT AND ACI-05 05 FOR HOT :EATHER PLACEMENT USE INTERIOR MECHANICAL VIBRATORS :ITH 000 RPM MINIMUM FRE4UENCY DO NOT OVER-VIBRATE CONCRETE SHALL BE PLACED MONOLITHICALLY BET:EEN CONSTRUCTION AND CONTROL -OINTS PROTECT ALL CONCRETE FROM PREMATURE DRYING EXCESSIVE HOT OR COLD TEMPERATURE FOR SEVEN DAYS AFTER PLACING STRENGTH FOOTINGS AND SLAB ON GRADE 2 DAY COMPRESSIVE STRENGTH 500 PSI MIN FOUNDATION :ALLS 2 DAY COMPRESSIVE STRENGTH 500 PSI MIN SLUMP 1 INCH MAX :ATERCEMENT RATIO 05 MATERIALS CEMENT ASTM 150, TYPE 1 COARSE AND FINE AGGREGATE ASTM C :ATER SHALL BE CLEAN AND POTABLE ADMIXTURES :ATER REDUCING ADMIXTURE, ASTM C ADMIXTURES SHALL BE USED IN EXACT ACCORDANCE :ITH THE MANUFACTURER¶S INSTRUCTIONS SYNERGI=ED PERFORMANCE SYSTEMS CONCRETE USING ADMIXTURES TO PRODUCE PLO:ABLE CONCRETE MAY BE USED SUB-ECT TO ENGINEER S APPROVAL NO OTHER ADMIXTURE PERMITTED UNLESS APPROVED BY TIE ENGINEER OF RECORD AIR ENVIRONMENT ASTM C20 AND ASTM 0 ENTRAINMENT BY VOLUME IN ALL EXPOSED CONCRETE NON-SHRIN. GROUT F C ,000 PSI MINIMUM IN 2 DAYS FILL UP OR PAC. ENTIRE SPACE UNDER PLATES OR IN -OINTS AVOIDING AIR POC.ETS REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO ASTM A-15 GRADE 0, NE: BILLET STOC. AND SECURELY TIED :ITH 1 DOUBLE ANNEALED :IRE :ELDED :IRE FABRIC SHALL CONFORM TO ASTM A2 AND ASTM A15 REINFORCING IN SLABS SHALL BE SUPPORTED ON :ELL-CURED CONCRETE BLOC.S OR APPROVED METAL CHAIRS PROVIDE SUPPORT AS INDICATED OR RECOMMENDED BY ACW STD 15 RENFORCING SHALL BE PLACED IN ACCORDANCE :ITH CRSL RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS SHOP PLANS SHALL BE SUBMITTED IN ACCORDANCE :ITH THE PRO-ECT MANUAL FOR REVIE: BY ENGINEER OF RECORD PRIOR TO FABRICATION REINFORCEMENT LAP LENGTHS 5(,1)25&0(17 /$3 /(1*7+6 CONCRETE DESIGN STRENGTH ± 000 PSI BAR SI=E 5 10 11 TOP BAR 1¶-´ 2¶-1´ 2¶-´ ¶-1´ ¶-´ 5¶-2´ 5¶10´ ¶-´ ¶-´ OTHER BAR 1¶-´ 1¶-´ 2¶-0´ 2¶-5´ ¶-´ ¶-0´ ¶-´ 5¶-1´ 5¶-´ ALL REINFORCEMENT LAPS, UNLESS OTHER:ISE NOTED, SHALL SATISFY THE MINIMUM RE4UIREMENTS SHO:N IN THE TABLE ³REINFORCEMENT LAP LENGTHS´ TOP BARS SHALL BE DEFINED AS ANY HOR=ONTAL BARS PLACED SUCH THAT MORE THAN 12´ OF FRESH CONCRETE IS CAST IN THE MEMBER BELO: THE BAR, IN ANY SINGLE PLACEMENT HORI=ONTAL :ALL BARS ARE CONSIDERED TOP BARS CONCRETE REINFORCMENT LAP DEVELOPMENT SCHEDULES RECOMMENDED END HOOKS HOO.S SHALL BE IN ACCORDANCE :ITH ACI 1 EMBED VARS :ITH HOO.S TO THE DEPTH SHO:N FORM:OR. AND SHORING FOLLO: RECOMMENDED PRACTICE FOR CONCRETE FORM:OR. ACI- 5(&200(1'(' (1' +22.6 %$5 6,=( ' +22.6 +22.6 +22. (0%(' '(37+ $ % $ 2 ô´ 5´ ´ ´ ´ ´ ´ ´ ´ ´ 5 ô´ ´ 5´ 10´ 12´ ò´ ´ ´ 1¶-0´ 1´ 5 ó´ 10´ ´ 1¶-2´ 1´ ´ 11´ ´ 1¶-´ 1´ ò´ 1¶-´ 11 ô´ 1¶-´ 21´ 10 10 ô´ 1¶-5´ 1²1 ó´ 1¶-10´ 2´ 11 12´ 1¶-´ 1¶-2 ô´ 2¶-0´ 2´ 1 1 ó´ 2¶-´ 1¶- ô´ 2¶-´ 1´ 1 2´ ¶-0´ 2¶- ò´ ¶-5´ 1´ ALL SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FORM:OR. SUPPORTS AND SHORING SHALL BE DESIGNED TO PROVIDE FINISHED CONCRETE SURFACES OF ALL FACES LEVEL, PLUMB, AND TRUE TO THE DIMENSIONS AND ELEVATIONS SHO:N TOLERANCES AND VARIATIONS SHALL BE AS SPECIFIED CONCRETE COVFR THE FOLLO:ING CONCRETE COVER SHALL BE PROVIDED FOR RENFORCEMENT A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FEET B CONCRETE EXPOSED TO EARTH OR :EATHER F FOR THROUGH 1 BARS 2 INCHES G FOR 5 BARS SMALLER AND ::F 1 ò INCHES C CONCRETE NOT EXPOSED TO :EATHER OR IN CONTACT :ITH GROUND SLABS, :ALLS, AND -OISTS D FOR 11 BARS AND SMALLER ô INCH CONCRETE :ALL REINFORCING REFER TO STRUCTURAL PLANS FOR REINFORCING RE4UIREMENTS CONSTRUCTION OR CONTROL -OINTS CONSTRUCTION OR CONTROL -OINT SPACING IN SLABS SHALL NOT EXCEED 10 FEET OC MAXIMUM EXCEPT AS INDICATED ON CONSTRUCTION DRA:INGS OR AS DIRECTED BY ENGINEER OF RECORD ELECTRICAL CONDUCT IN SLABS, SHALL BE PLACED AT THE MID-DEPTH OF THE SLAB AT A MINIMUM SPACING OF THREE TIMES THE CONDUIT DIAMETER CONDUIT OUTSIDE DIAMETER SHALL NOT EXCEED ONE-THIRD OF THE SLAB THIC.NESS CONCRETE EXPANSION ANCHORS AND INSERTS EXPANSION ANCHORS AND INSERTS SHALL BE ICBO LISTED AND SHALL HAVE :OR.ING STRENGTH CAPACITY E4UAL TO THE ULTIMATE CAPACITY DIVIDED BY EXPANSION ANCHORS AND INSERTS SHALL BE HILTI .:I. BOLT T= OR E4UIVALENT CONCRETE ANCHOR RODS SHALL MEET THE 4UALITY OF ASTM F155 GRADE , GALVANI=ED ASTM A15, CLASS C AND SHALL HAVE A STANDARD BOLT HEAD OR AN E4UAL DEFORMITY IN THE EMBEDDED PORTION MACHINE BOLTS SHALL BE ASTM A0 STRENGTH BOLT :ELDED-HEADED THREADED STUDS SHALL BE NELSON STUDS CONFORMING TO ASTM A10 ADHESIVE FOR CONCRETE DO:ELING THREADED RODS, BOLTS, OR RENFORCING BARS SHO:N DO:ELING INTO EXISTING CONCRETE SHALL BE ET-HP AS MANUFACTURED BY SIMPSON STRONG-TIE, HIT-HY 200 AS MANUFACTURED BY HILTI, OR APPROVED E4UIVALENT THE CONTRACTOR SHALL COMPLY :ITH THE MANUFACTURER RECOMMENDATIONS FOR ALL INSTALLATION RE4UIREMENTS INCLUDING DRILL BIT SI=E EMBEDMENT DEPTH, HOLE CLEANING AND ADHESIVE APPLICATION 6758&785$/ 67((/ ALL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE :ITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDING LATEST EDITION OBTAIN APPROVAL OF THE ENGINEER OF RECORD PRIOR TO SITE CUTTING MA.ING AD-USTMENTS OR PERFORMING FIELD :ELDS NOT SCHEDULED OR SHO:N ON PLANS OR DETAILS ALL ASTM A25 BOLTING MATERIAL SHALL BE PROVIDED :ITH HARDENED :ASHERS FOR FIELD BOLTED CONNECTIONS ALL CONNECTION BOLTS SHALL BE SNUG TIGHT :-SECTIONS SHALL BE A2 MATERIAL HP-SECTIONS SHALL BE A52 MATERIAL HSS-SECTIONS SHALL BE ASTM A500 GRADE B, FY XS PIPE-SECTIONS SHALL BE ASTM A5, GRADE B, FY 5 XSL ALL OTHER SECTIONS, ANGLES, AND PLATES UN0 SHALL BE A MATERIAL SHAPES AND PLATES SHALL BE PAINTED ROOF DEC.ING MATERIAL SHALL BE ASTM A15 OR A10 ROOF DEC.ING FINISH SHALL BE COORDINATED :ITH O:NER SPECIAL INSPECTION SPECIAL INSPECTION SHALL BE IN ACCORDANCE :ITH CHAPTER 1 OF THE 2015 IBC AS RE4UIRED BY THE BUILDING OFFICIAL STRUCTURAL WOOD AND FRAMING MATERIALS /80%(5 *5$'( 812 X AND X POSTS BEAMS HEADERS DF 2 X POSTS BEAMS HEADERS DF 2 2X -OIST RAFTERS DF 2 STUDS TO ¶ DF STUD GRADE STUDS GREATER THAN ¶ DF 2 TOP PLATES MUD SILLS DF CONSTRUCTION GRADE OR BETTER )/225 6+($7+,1* UNIFORM LOAD DEFLECTION LIMITS ARE 110 OF SPAN UNDER LIVE LOAD PLUS DEAD LOAD, AND 120 UNDER LIVE LOAD ONLY OTHER CONDITIONS MAY RE4UIRE ALTERNATIVE SHEATHING SYSTEMS, MATERIALS, SPANS, OR THIC.NESS OF SHEATHING PANELS ARE ASSUMED CONTINUOUS OVER T:O OR MORE SPANS :ITH THE LONG DIMENSION OR STRENGTH AXIS ACROSS SUPPORTS FLOOR SHEATHING 2´ MIN SPAN RATING 22´ APA RATED STURD-I-FLOOR T G SUPPORT SPACING -OISTS 1 INCHES OC BN 10G COMMON NAILS # ´ OC EN 10G COMMON NAILS # ´ OC FN 10G COMMON NAILS # 12´ OC USE RING OR SCRE: SHAN. NAILS AND GLUE SHEATHING TO FRAMING USING ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D APPLY GLUE IN ACCORDANCE :ITH MANUFACTURER¶S RECOMMENDATIONS ALTERNATIVES TO 10G COMMON NAILS INCLUDE GRABBER PLY:OOD SCRE:S ICC-ER-520, SIMPSON STRONG-TIE 4UIC. DRIVE SCRE:S ICC-ER-12, MIN 2´ LONG IN SAME PATTERN AS NAILING 522) 6+($7+,1* UNIFORM LOAD DEFLECTION LIMITS ARE 110 OF SPAN UNDER LIVE LOAD PLUS DEAD LOAD, AND 120 UNDER LIVE LOAD ONLY OTHER CONDITIONS MAY RE4UIRE ALTERNATIVE SHEATHING SYSTEMS, MATERIALS, SPANS, OR THIC.NESS OF SHEATHING PANELS ARE ASSUMED CONTINUOUS OVER T:O OR MORE SPANS :ITH THE LONG DIMENSION OR STRENGTH AXIS ACROSS SUPPORTS UNO ROOF SHEATING A 1´ APA RATED, EXP 1 :ITH MIN PANEL INDEX OF 21 SUPPORT SPACING TRUSSES 2 INCHES OC BN G COMMON NAILS # ´ OC EN G COMMON NAILS # ´ OC FN G COMMON NAILS # 12´ OC RECOMMENDED UNIFORM LIVE LOADS FOR APA RATED STURD-I-FLOOR PANEL RATING SPAN MINIMUM PANEL PERFORMANCE CATEGORY MINIMUM SPAN ALLO:ABLE LIVE LOADS PSF :ITH EDGE SUPPORT :ITHOUT EDGE SUPPORT SPACING OF SUPPORTS CENTER TO CENTER INCHES 12 1 20 2 2 0 0 1 DF 12 2 2 15 100 5 0 -- -- -- -- 20 DF 12 2 2 20 150 100 0 0 - -- -- 2 DF 22 -- 20 10 100 50 0 20 -- 2 DF 0 -- -- 25 15 100 55 5 -- DF 1-2 0 -- -- -- 250 10 100 5 0 ROOF SHEATING B 152´ APA RATED, EXP 1 :ITH MIN PANEL INDEX OF 21 SUPPORT SPACING TRUSSES 2 INCHES OC BN G COMMON NAILS # ´ OC EN G COMMON NAILS # ´ OC FN G COMMON NAILS # 12´ OC ROOF SHEATING C 12´ APA RATED, EXP 1 :ITH MIN PANEL INDEX OF 020 SUPPORT SPACING TRUSSES 2 INCHES OC BN G COMMON NAILS # ´ OC EN G COMMON NAILS # ´ OC FN G COMMON NAILS # 12´ OC ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY ONE OF THE FOLLO:ING APPROVED AGENCIES, APA, PFSTECO, OR PITTSBURG BEAMS HEADERS RIMS SOURCE CAN BE ANY MANUFACTURER :ITH CURRENT APPROVED ICC ES EVALUATION REPORT :ITH THE FOLLO:ING MECHANICAL PROPERTIES UNO LVL PSL BEAMS FE 200 PSI MIN FY 20 PSI MIN E 20 [ 10 PSI MIN LSL BEAMS HEADERS FE 225 PSI MIN FY 00 PSI MIN E 155 [ 10 PSI MIN MANUFACTURED RIM BOARD :ITH MIN 1-1´ THIC., CONTINUOUSLY SUPPORTED BY :ALL AND MATCHING -OIST DEPTH FF I PERPENDICULAR 0 PSI MIN FF II PARALLEL 100 PSI MIN FW 105 PSI MIN E 1 [ 10 PSI MIN GLU-LAM BEAM SHALL BE 2F-V, DFDF, UNO ON PLANS FE BOTTOM 2,00 PSI MIN FE TOP 1,50 PSI MIN RECOMMENDED UNIFORM LIVE LOADS FOR APA RATED SHEATHING PANEL RATING SPAN MINIMUM PANEL PERFORMANCE CATEGORY MINIMUM SPAN ALLO:ABLE LIVE LOADS PSF :ITH EDGE SUPPORT :ITHOUT EDGE SUPPORT SPACING OF SUPPORTS CENTER TO CENTER INCHES 12 1 20 2 2 0 0 120 12 12 0 -- -- -- -- -- -- -- 10 1 1 0 0 -- -- -- -- -- -- 200 12 12 120 50 0 -- -- -- -- -- 20 2 12 10 100 0 0 -- -- -- -- 21 1 2 2 10 100 5 0 -- -- -- -- 21 152 2 2 00 15 110 5 0 -- -- -- 020 12 0 2 -- 25 15 120 0 0 -- -- 2 22 -- -- 20 15 5 5 0 -- FY 25 PSI MIN E 1 [ 10 PSI MIN GENERAL ALL FRAMING, BRACING, NAILING, NOTCHING, DRILLING, OR BORING SHALL BE IN ACCORDANCE :ITH THE INTERNATIONAL BUILDING CODE UNLESS MORE STRINGENT RE4UIREMENTS ARE SPECIFIED OR RE4UIRED BY THE LOCAL -URISDICTION STRUCTURAL INFORMATION SHO:N ON FRAMING PLANS IS FOR THE MAIN STRUCTURAL ELEMENTS NON- STRUCTURAL ELEMETNS SHALL BE CONSTRUCTED PER APPROVED CODE RE4UIREMENTS :ALL FRAMING SILL PLATES SILL PLATES RESTING ON CONCRETE OR MASONRY FOUNDATIONS SHALL BE BOLTED TO THE FOUNDATION :ITH ò´ MIN STEEL BOLTS EMBEDDED A MINIMUM OF -INCHES INTO THE FOUNDATION AND NOT SPACED MORE THAN FEET APART :ITH ´X´X025´ PLATE :ASHER THERE SHALL BE A MINIMUM OF T:O BOLTS PER PIECE :ITH ONE BOLT LOCATED NOT MORE THAN 12-INCHES FROM THE END OF EACH PIECE SILL PLATES BEARING ON CONCRETE OR MASONARY SLAB SHALL BE PRESSURE TREATED :OOD OR RED:OOD, MAR.ED AND BRANDED BY AN APPROVAL AGENCY IF DOUBLE SILL PLATE IS USED AT LIGHT-:EIGHT CONCRETE FLOORING, THEN THE FRAMING CONTRACTOR SHALL APPLY SILL PLATE NAILING TO BOTH SILL PLATES AT 1´ OC MAX OR AS SPECIFIED BY SCHEDULE WALL STUDS THE SI=E, HEIGHT, AND SPACING OF STUDS SHALL BE IN ACCORDANCE :TH THE FOLLO:ING TABLE UTILITY GRADE STUDS SHALL NOT BE SPACED MORE THAN 1´ OC OR SUPPORT MORE THAN A ROOF AND A CEILING, OR EXCEED FEET IN HEIGHT FOR EXTERIOR AND LOAD BEARING :ALLS OR 10 FEET FOR INTERIOR NON-BEARING :ALLS UNO STUDS SHALL BE PLACED :ITH THEIR :IDE DIMENSION PERPENDICULAR TO THE :ALL NO LESS THAN STUDS SHALL BE INSTALLED AT EACH CORNER OF AN EXTERIOR :ALL STUD :ALLS PERPENDICULAR TO A CONCRETE OR MASONRY :ALL SHALL BE BOLTED TO THE CONCRETE OR MASONRY :ALL :ITH 5´ DIAMETER [ ´ A0 BOLTS AT TOP, MIDDLE, AND BOTTOM HIEGHTS TOP PLATES TOP PLATES OF ALL :OOD STUD :ALLS TO CONSIST OF 2 2X¶S IN THE SAME :IDTH AS THE STUDS TOP PLATES SHALL LAP A MINIMUM OF ´ AND BE SPLICED :ITH NOT LESS THAN 15 1G NAILS EACH SIDE OF SPLICE SPACED NOT MORE THAN ´ OC SIMPSON MSTC0 :HERE PLATES CAN NOT BE SPLICED BEARING AND EXTERIOR :ALLS STUDS SHALL BE CAPPED :ITH DOUBLE TOP PLATES INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS :ITH OTHER PARTITIONS END -OINTS IN DOUBLE TOP PLATES MUST BE OFFSET AT LEAST -INCHES INTERIOR NON-BEARING :ALLS MAY BE CAPPED :ITH A SINGLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTIONS :ITH OTHER :ALLS AND PARTITIONS THE PLATE SHALL 6,=( +(,*+7 $1' 63$&,1* 2) :22' 678'6 BEARING :ALLS NON-BEARING :ALLS STUD SI=E LATERALLY UNSUPPORTED STUD HEIGHTS SUPPORTING ROOF AND CEILING SUPPORTING ONE FLOOR, ROOF CEILING SUPPORTING T:O FLOOR, ROOF, AND CEILING LATERALLY UNSUPPORTED STUD HEIGHTS SPACING INCHES FEET SPACING IN INCHES FEET INCHES 2 [ 10 1 2 [ 10 2 1 1 2 [ 10 2 2 1 1 2 2 [ 5 10 2 2 1 2 2 [ 10 2 2 1 20 2 BE CONTINUOUSLY TIED AT -OINTS BY SOLID BLOC.ING AT LEAST 1-INCHES IN LENGTH AND E4UAL IN SI=E TO THE PLATE OR BY 1´ [ 1-12´ METAL TIES :ITH SPLICED CONNECTIONS FASTENED :ITH T:O 1G NAILS AT EACH END OF THE -OINT STUDS SHALL HAVE FULL BEARING ON A PLATE OR SILL NOT LESS THAN 2-INCHES IN THIC.NESS HAVING A :IDTH NOT LESS THAN THAT OF THE :ALL STUDS CRIPPLE WALLS FOUNDATION CRIPPLE :ALLS SHALL BE FRAMED OF STUDS NOT LESS IN SI=E THAN THE STUDDING ABOVE :ITH A MINIMUM LENGTH OF 1-INCHES OR SHALL BE FRAMED OF SOLID BLOC.ING :HEN EXCEEDING FEET IN HEIGHT, SUCH :ALLS SHALL BE FRAMED OF STUDS HAVING THE SI=E RE4UIRED FOR AN ADDITIONAL STORY :ALLS HAVING A STUD HEIGHT EXCEEDING 1 INCHES SHALL BE CONSERED TO BE FIRST STORY :ALLS FOR THE PURPOSE OF DETERMINING BRACING SOLID BLOC.ING OR :OOD STRUCTURAL PANEL SHEATHING MAY BE USED TO BRACE CRIPPLE :ALLS HAVING A STUD HEIGHT OF 1 INCHES OR LESS SPACING OF BOUNDARY NAILING FOR RE4UIRED :ALL BRACING SHALL NOT EXCEED ´ OC ALONG THE FOUNDATION PLATE AND THE TOP PLATE OF THE CRIPPLE :ALL NAIL SI=E AND SPACING FOR FIELD NAILING AND MORE RESTRICTIVE BOUNDRY NAILING RE4UIREMENTS SHALL BE RE4UIRED ELSE:HERE FOR THE SPECIFIC BRACING MATERIALS USED WALL HEADERS HEADERS AND LINTELS AND THEIR SUPPORTING SYSTEMS SHALL BE SI=ED TO SUPPORT THE LOADS SPECIFIED IN THE CODE ALL OPENINGS 2¶ :IDE OR LESS IN BEARING :ALLS SHALL BE PROVIDED :ITH HEADERS CONSISTING OF EITHER 2 PIECES OF 2-INCH FRAMING LUMBER PLACED ON EDDGE AND SECURELY FASTENED TOGETHER OR -INCH LUMBER OF E4UIVALENT CROSS SECTION ALL OPENING MORE THAN 2¶ :IDE SHALL BE PROVIDED :ITH HEADERS OR LINTELS EACH END OF A LINTEL OR HEADER SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 1-12´ FOR THE FULL :IDTH OF THE LINTEL OR HEADER SHEAR WALLS AND PLYWOOD DIAPHRAGMS ALL SHEAR PANELS SHALL HAVE CONTINUOUS SHEATHING MATERIAL FROM ONE END TO THE OTHER AND FROM PLATE TO PLATE AS SPECIFIED ON THE DRA:INGS THE CONTRACTOR SHALL COORDINATE FRAMING SUCH THAT THE CONTINUITY OF SHEAR PANELS IS ASSURED PLY:OOD DIAPHRAGMS AND SHEAR :ALLS SHALL BE CONSTRUCTED :ITH PLY:OOD SHEETS NOT LESS THAN ¶ [ ¶ EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING :HERE MINIMUM DIMENSION SHALL BE 2´ UNLESS ALL EDGES OF THE UNDERSI=ED SHEETS ARE SUPPORTED BY FRAMING MEMBERS OR BLOC.ING FRAMING MEMBERS OR BLOC.ING SHALL BE PROVIDED AT THE EDGES OF ALL SHEETS IN SHEAR :ALLS ALL SHEAR TRANSFER NAILING SHALL BE PER DRA:INGS AND THE CONTRACTOR SHALL PROVIDE PROPER NOTIFICATION FOR INSPECTIONS TO REVIE: THE SAME DIAPHRAGM SHEATING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING NAILS SHALL BE PLACED NOT LESS THAN ´ IN FROM THE PANEL EDGE, BE SPACED NOT MORE THAN ´ OC ALONG THE PANEL EDGE BEARINGS, AND BE FIRMLY DRIVEN INTO THE FRAMING MEMBERS TRUSSES :OOD TRUSS MANUFACTURER SHALL SUPPLY TO THE ENGINEER AND THE BUILDING DEPARTMENT CALCUATIONS AND SHOP DRA:INGS FOR REVIE: OF DESIGN LOADS, CONFIGURATION, AND SHEAR TRANSFER, PRIOR TO FABRICATION IT SHALL BE THE RESPONSBILITY OF THE MANUFACTURER TO OBTAIN BULDING DEPARTMENT APPROVAL OF CALCULATIONS AND SHOP DRA:INGS PRIOR TO FABRICATION TRUSSES SHALL BE DESIGNED IN ACCORDANCE :ITH THE LATEST LOCAL BUILDING CODE FOR ALL LOADS IMPOSED, INCLUDING LATERAL LOADS AND MECHANICAL E4UIPMENT LOADS ALL CONNECTIONS INVOLVING TRUSSES SHALL BE ICC APPROVED AND OF ADE4UATE STRENGTH TO RESIST STRESSES DUE TO THE LOADINGS INVOLVED AND SHALL BE DESIGNED AND SPECIFIED BY THE TRUSS MANUFACTURER TOTAL LOAD AND LIVE LOAD VERTICAL DEFLECTIONS FOR ROOF MEMBER SHALL BE LIMITED TO L20 MAXIMUM, AND L0 UNO TOTAL LOAD AND LIVE LOAD VERTICAL DEFLECTIONS FOR FLOOR MEMBERS SHALL BE LIMITED TO L0 MAX , AND L0 UNO TURSS MANUFACTURER TO PROVIDE DETAILS :HICH ALLO: FOR NORMAL DEFLECTION :ITHOUT IMPOSING LATERAL LOADS ON THEIR SUPPORTS IE, SCISSOR TRUSSES TRUSS MANUFACTURER IS RESPONSIBLE FOR D IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS E THE DESIGN LOAD F THE SPACING OF THE TRUSSES Brent E Crowther 11/29/23 PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DATE DRAWN BY PROJECT# SCALE 1/4"=1' YELLOWSTONE BEAR WORLD JURASSIC CREEK GIFT SHOP - RESTROOMS - CAFE MADISON COUNTY, IDAHO GIFT SHOP SQ FT: CAFE SQ FT: RESTROOM SQ FT: TOTAL SQ FT: 1800 1200 1225 4225 OWNER 2023-83 GIFT SHOP FOUNDATION PLAN SCALE 1/4" = 1' S-1 PROJECT NO: 02-23-006 DESIGN: EAS APPROVED: EAS 350 N 2nd East Rexburg, ID 83440 208-206-6653 estoddard@civilize.design Civil & Structural Engineering (2" FOR LCB) SIDECOVER 3" MINIMUM Simpson Strong-Tie CB or LCB SIMPSON CB44 DETAIL SCALE: NTS C - WOOD WALL AT FOUNDATION SCALE: NTS A - 1 2 3 DETAIL NOTES: 1. STEM WALL- PER PLAN 2. FOOTING - PER PLAN 3. REBAR CLEARANCE - 3" MIN 4. 1/2" J BOLT @ 24" O.C. OR 5/8" J BOLT @ 32" O.C. 5. WOOD WALL AND SHEATHING - PER PLAN 4 5 60'-0" 4" CONCRETE SLAB ON COMPACTED GRADE W/#3 REBAR AT 24" O.C. BOTH DIRECTIONS, CENTERED IN SLAB THICKNESS 8" X 18" CONTINOUS FOOTING WITH (2) #4 CONTINOUS FOOTING SCHEDULE 18" DIA. SONOTUBE (4) #4 VERTICAL REBAR #3 TIES AT 12" O.C. W/ SIMPSON CB44 POST BASE 8" CONCRETE WALL WITH #4 AT 18" O.C. E.W. CF18 W8 F18 CF18 - W8 A - A - 30 ' - 0 " CF18 - W8 CF 1 8 - W 8 CF 1 8 - W 8 22'-1" CF 1 8 9'-0" 4' - 9 " 10'-0" 4'-9"3' - 9 " 9' - 3 " 24" DIA. SONOTUBE (4) #4 VERTICAL REBAR #3 TIES AT 12" O.C. W/ SIMPSON CB44 POST BASE F24 5' - 7 " 0'-6"8'-5"8'-5"8'-5"8'-5"11'-3"F18 F18 F18 F18 F18F18 F18 F18 F24 F24 B - WOOD WALL AT FOUNDATION SCALE: NTS B - 12 4 DETAIL NOTES: 1. WOOD STUD WALL- PER PLAN 2. CONTINOUS PT SOLE PLATE W/ 0.145" DIA. MIN. SHOT PIN AT 24" O.C. 3. FOOTING - PER PLAN 4. REBAR CLEARANCE - 3" MIN 3 4" CONCRETE SLAB ON COMPACTED GRADE W/#3 REBAR AT 24" O.C. BOTH DIRECTIONS, CENTERED IN SLAB THICKNESS Brent E Crowther 11/29/23 PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DATE DRAWN BY PROJECT# SCALE 1/4"=1' YELLOWSTONE BEAR WORLD JURASSIC CREEK GIFT SHOP - RESTROOMS - CAFE MADISON COUNTY, IDAHO GIFT SHOP SQ FT: CAFE SQ FT: RESTROOM SQ FT: TOTAL SQ FT: 1800 1200 1225 4225 OWNER 2023-83 KEYNOTES: 1.WOOD TRUSS, SEE PLAN 2.2x4x8'-0" LONG AT 48" O.C. W/ (2) 16d NAILS AT EACH TRUSS 3.2x BLOCKING W/ (2) 16d NAILS EACH END 4.WOOD STUD WALL, SEE PLAN 5.WALL SHEATHING AS OCCURS, SEE PLAN 6.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 7.EDGE NAILING, SEE SHEARWALL SCHEDULE 8.2x6 BLOCKING W/ (5) 16d NAILS AT EACH WALL STUD 9.2x6 BLOCKING AT 48" O.C., ALIGN W/ OTHER 2x6 BLOCK 10.BOUNDARY NAILING, SEE PLAN 11.ROOF SHEATHING, SEE PLAN 12.(4) 10d NAILS AT EACH BLOCK 13.CS16 (30" LONG) STRAP AT 48" O.C. W/ (22) 8d NAILS ATTACHING BLOCKS TOGETHER 1 2 3 4 5 89 11 10 12 6 7 7 7 1 12 13 S-2 PROJECT NO: 02-23-006 DESIGN: EAS APPROVED: EAS 350 N 2nd East Rexburg, ID 83440 208-206-6653 estoddard@civilize.design Civil Structural Engineering GIFT SHOP FIRST FLOOR FRAMING PLAN SCALE 1/4" = 1' A WA L L F R A M I N G 2" x 6 " D F # 2 @ 1 6 " O . C . WALL FRAMING 1.75"x5.5" 2.0 E LVL @ 12" O.C. CCQ SIMPSON STHD14 DETAIL SCALE: NTS 2 - PARAPET DETAIL AT WOOD WALL SCALE: NTS 1 - 1- 1 - 1 1 1 11111AA A AA B B C C C D E E E E E EE E P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 E E E E E E (2) KING STUD (1) TRIMMER STUD POSTS AND TRIMMERS P1 P2 4"X4" DF #2 OR BETTER W/SIMPSON CCQ FRAMING AND SHEATHING 7/16" APA SHEATHING (BLOCKED) 8d NAILED @ 6" O.C. EDGES 12" O.C. FIELD 1/2" ANCHOR BOLT @ 24" O.C. W/0.25"x3"x3" PLATE WASHER OR 5/8" ANCHOR BOLT @ 32" O.C. W/0.25"x3"x3" PLATE WASHER 1 A B C D (2) 2" X 6" DF#2 (2) 2" X 10" DF#2 (2) 1.75" X 7.25" 2.0E LVL (2) 1.75" X 9.25" 2.0E LVL BEAMS AND HEADERS E 3.125" X 7.5" 24F-V4 GLB F 3.125" X 9" 24F-V4 GLB POCKET BEAM INTO WALL PER TYP. DETAIL POCKET BEAM INTO WALL PER TYP. DETAIL POCKET BEAM INTO WALL PER TYP. DETAIL POCKET BEAM INTO WALL PER TYP. DETAIL POCKET BEAM INTO WALL PER TYP. DETAIL POCKET BEAM INTO WALL PER TYP. DETAIL WA L L F R A M I N G 2" x 6 " D F # 2 @ 1 6 " O . C . WA L L F R A M I N G 2" x 6 " D F # 2 @ 1 6 " O . C . WALL FRAMING 2"x6" DF #2 @ 16" O.C. POCKET BEAM INTO WALL PER TYP. DETAIL POCKET BEAM INTO WALL PER TYP. DETAIL Brent E Crowther 11/29/23 PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DATE DRAWN BY PROJECT# SCALE 1/4"=1' YELLOWSTONE BEAR WORLD JURASSIC CREEK GIFT SHOP - RESTROOMS - CAFE MADISON COUNTY, IDAHO GIFT SHOP SQ FT: CAFE SQ FT: RESTROOM SQ FT: TOTAL SQ FT: 1800 1200 1225 4225 OWNER 2023-83 S-3 PROJECT NO: 02-23-006 DESIGN: EAS APPROVED: EAS 350 N 2nd East Rexburg, ID 83440 208-206-6653 estoddard@civilize.design Civil & Structural Engineering GIFT SHOP ROOF FRAMING PLAN SCALE 1/4" = 1' PA R A P E T B U I L T I N T O T R U S S DE S I G N E D P E R M A N U F A C U T R E . TRUSSES @24" O.C. BY OTHERS TRUSSES @24" O.C. BY OTHERS 2"x6" DF #2 @ 24" O.C. W/SIMPSON LRU26Z HANGER AND SIMPSON A34 AT BEAM 2"x6" DF #2 @ 24" O.C. W/SIMPSON LRU26Z HANGER AND SIMPSON A34 AT BEAM 2"x6" DF #2 @ 24" O.C. W/SIMPSON LRU26Z HANGER AND SIMPSON A34 AT BEAM 2" x 6 " D F # 2 @ 2 4 " O . C . W/ S I M P S O N L R U 2 6 Z H A N G E R AN D S I M P S O N A 3 4 A T B E A M 32/16 RATED 15/32" APA SHEATHING WITH EDGE CLIPS W/8d NAILS AT 6" O.C. AT EDGES AND 12" O.C. FIELD OVERBUILD OVERBUILD Brent E Crowther 11/29/23 SI M P S O N H 2 . 5 A T I E A T EA C H T R U S S SI M P S O N H 2 . 5 A T I E A T EA C H T R U S S PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DATE DRAWN BY PROJECT# SCALE 1/4"=1' YELLOWSTONE BEAR WORLD JURASSIC CREEK GIFT SHOP - RESTROOMS - CAFE MADISON COUNTY, IDAHO GIFT SHOP SQ FT: CAFE SQ FT: RESTROOM SQ FT: TOTAL SQ FT: 1800 1200 1225 4225 OWNER 2023-83 RESTROOM FOUNDATION PLAN SCALE 1/4" = 1' S-4 35 ' - 0 " 35'-0" 10'-0"10'-0"15'-0" 4" CONCRETE SLAB ON COMPACTED GRADE W/#3 REBAR AT 24" O.C. BOTH DIRECTIONS, CENTERED IN SLAB THICKNESS (2" FOR LCB) SIDECOVER 3" MINIMUM Simpson Strong-Tie CB or LCB SIMPSON CB44 DETAIL SCALE: NTS C - WOOD WALL AT FOUNDATION SCALE: NTS A - 1 2 3 DETAIL NOTES: 1. STEM WALL- PER PLAN 2. FOOTING - PER PLAN 3. REBAR CLEARANCE - 3" MIN 4. 1/2" J BOLT @ 24" O.C. OR 5/8" J BOLT @ 32" O.C. 5. WOOD WALL AND SHEATHING - PER PLAN 4 5 8" X 18" CONTINOUS FOOTING WITH (2) #4 CONTINOUS FOOTING SCHEDULE 18" DIA. SONOTUBE (4) #4 VERTICAL REBAR #3 TIES AT 12" O.C. W/ SIMPSON CB44 POST BASE 8" CONCRETE WALL WITH #4 AT 18" O.C. E.W. CF18 W8 F18CF18 - W8 CF18 - W8CF18 - W8 CF18 - W8 CF 1 8 - W 8 CF18 - W8 CF 1 8 - W 8 CF 1 8 - W 8 CF 1 8 - W 8 4' - 9 " 0'-6" F18 8'-6"0'-6"8'-6"17'-0" A - A - A - 22 ' - 8 " 10 ' - 4 " 16'-4" F18 F18 F18 PROJECT NO: 02-23-006 DESIGN: EAS APPROVED: EAS 350 N 2nd East Rexburg, ID 83440 208-206-6653 estoddard@civilize.design Civil & Structural Engineering Brent E Crowther 11/29/23 PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DATE DRAWN BY PROJECT# SCALE 1/4"=1' YELLOWSTONE BEAR WORLD JURASSIC CREEK GIFT SHOP - RESTROOMS - CAFE MADISON COUNTY, IDAHO GIFT SHOP SQ FT: CAFE SQ FT: RESTROOM SQ FT: TOTAL SQ FT: 1800 1200 1225 4225 OWNER 2023-83 S-5 PROJECT NO: 02-23-006 DESIGN: EAS APPROVED: EAS 350 N 2nd East Rexburg, ID 83440 208-206-6653 estoddard@civilize.design Civil & Structural Engineering RESTROOM FIRST FLOOR FRAMING PLAN SCALE 1/4" = 1' WA L L F R A M I N G 2" x 6 " D F # 2 @ 1 6 " O . C . 1 1 1 11 A B C D (2) 2" X 6" DF#2 (2) 2" X 10" DF#2 (2) 1.75" X 7.25" 2.0E LVL (2) 1.75" X 9.25" 2.0E LVL BEAMS AND HEADERS FRAMING AND SHEATHING 7/16" APA SHEATHING (BLOCKED) 8d NAILED @ 6" O.C. EDGES 12" O.C. FIELD 1/2" ANCHOR BOLT @ 24" O.C. W/0.25"x3"x3" PLATE WASHER OR 5/8" ANCHOR BOLT @ 32" O.C. W/0.25"x3"x3" PLATE WASHER 1 E 3.125" X 7.5" 24F-V4 GLB P2 P2 P2 P2 F 3.125" X 9" 24F-V4 GLB FF F B B D (2) KING STUD (1) TRIMMER STUD POSTS AND TRIMMERS P1 P2 4"X4" DF #2 OR BETTER W/SIMPSON CCQ WA L L F R A M I N G 2" x 6 " D F # 2 @ 1 6 " O . C . WALL FRAMING 2"x6" DF #2 @ 16" O.C. WALL FRAMING 2"x6" DF #2 @ 16" O.C. WALL FRAMING 2"x6" DF #2 @ 16" O.C. WALL FRAMING 2"x6" DF #2 @ 16" O.C. Brent E Crowther 11/29/23 .E<127ES :22' 758SS SEE 3/$1 [[ /21* $7 2C : G 1$,/S $7 E$C+ 758SS [ %/2C.,1* : G 1$,/S E$C+ E1' :22' S78' :$// SEE 3/$1 :$// S+E$7+,1* $S 2CC85S SEE 3/$1 C217 '%/ [ 723 3/$7E : /$3 S3/,CE SEE 7<3,C$/ 'E7$,/ E'*E 1$,/,1* SEE S+E$5:$// SC+E'8/E [ %/2C.,1* : G 1$,/S $7 E$C+ :$// S78' [ %/2C.,1* $7 2C $/,*1 : 27+E5 [ %/2C. %281'$5< 1$,/,1* SEE 3/$1 522) S+E$7+,1* SEE 3/$1 G 1$,/S $7 E$C+ %/2C. CS /21* S75$3 $7 2C : G 1$,/S $77$C+,1* %/2C.S 72*E7+E5 PARAPET DETAIL AT WOOD WALL SCALE: NTS 1 - CCQ SIMPSON STHD14 DETAIL SCALE: NTS 2 - 1 : 12 4 : 12 35' 5' 35' 35' 35' 5' PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DATE DRAWN BY PROJECT# SCALE 1/4"=1' YELLOWSTONE BEAR WORLD JURASSIC CREEK GIFT SHOP - RESTROOMS - CAFE MADISON COUNTY, IDAHO GIFT SHOP SQ FT: CAFE SQ FT: RESTROOM SQ FT: TOTAL SQ FT: 1800 1200 1225 4225 OWNER 2023-83 S-6 PROJECT NO: 02-23-006 DESIGN: EAS APPROVED: EAS 350 N 2nd East Rexburg, ID 83440 208-206-6653 estoddard@civilize.design Civil & Structural Engineering RESTROOM ROOF FRAMING PLAN SCALE 1/4" = 1' PARAPET BUILT INTO TRUSS DESIGNED PER MANUFACUTRE. TRUSSES @24" O.C. BY OTHERS 2"x6" DF #2 @ 24" O.C. W/SIMPSON LRU26Z HANGER AND SIMPSON A34 AT BEAM 32/16 RATED 15/32" APA SHEATHING WITH EDGE CLIPS W/8d NAILS AT 6" O.C. AT EDGES AND 12" O.C. FIELD Brent E Crowther 11/29/23 SIMPSON H2.5A TIE AT EACH TRUSS SIMPSON H2.5A TIE AT EACH TRUSS PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DATE DRAWN BY PROJECT# SCALE 1/4"=1' YELLOWSTONE BEAR WORLD JURASSIC CREEK GIFT SHOP - RESTROOMS - CAFE MADISON COUNTY, IDAHO GIFT SHOP SQ FT: CAFE SQ FT: RESTROOM SQ FT: TOTAL SQ FT: 1800 1200 1225 4225 OWNER 2023-83 WOOD WALL AT FOUNDATION SCALE: NTS A - 1 2 3 DETAIL NOTES: 1. STEM WALL- PER PLAN 2. FOOTING - PER PLAN 3. REBAR CLEARANCE - 3" MIN 4. 1/2" J BOLT @ 24" O.C. OR 5/8" J BOLT @ 32" O.C. 5. WOOD WALL AND SHEATHING - PER PLAN 4 5 CAFE FOUNDATION PLAN SCALE 1/4" = 1' 30 ' - 0 " 20'-0" 4' - 9 " 9'-6"9'-6" 8" X 18" CONTINOUS FOOTING WITH (2) #4 CONTINOUS FOOTING SCHEDULE 18" DIA. SONOTUBE (4) #4 VERTICAL REBAR #3 TIES AT 12" O.C. W/ SIMPSON CB44 POST BASE 8" CONCRETE WALL WITH #4 AT 18" O.C. E.W. CF18 W8 F18 SIMPSON STHD14 (2) 2X STUDS MIN, PER SIMPSON INSTALLATION SHEAR WALL HOLD DOWNS H1 CF 1 8 - W 8 A - CF 1 8 - W 8 CF18 - W8 CF18 - W8 A - F18 F18 F18 4" CONCRETE SLAB ON COMPACTED GRADE W/#3 REBAR AT 24" O.C. BOTH DIRECTIONS, CENTERED IN SLAB THICKNESS 0'-6" H1 H1 H1 H1H1H1(2" FOR LCB) SIDECOVER 3" MINIMUM Simpson Strong-Tie CB or LCB SIMPSON CB44 DETAIL SCALE: NTS C - SIMPSON STHD14 DETAIL SCALE: NTS D - S-7 PROJECT NO: 02-23-006 DESIGN: EAS APPROVED: EAS 350 N 2nd East Rexburg, ID 83440 208-206-6653 estoddard@civilize.design Civil & Structural Engineering 0'-6" Brent E Crowther 11/29/23 PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DATE DRAWN BY PROJECT# SCALE 1/4"=1' YELLOWSTONE BEAR WORLD JURASSIC CREEK GIFT SHOP - RESTROOMS - CAFE MADISON COUNTY, IDAHO GIFT SHOP SQ FT: CAFE SQ FT: RESTROOM SQ FT: TOTAL SQ FT: 1800 1200 1225 4225 OWNER 2023-83 H1 H1 H1 H1H1H1 S-8 PROJECT NO: 02-23-006 DESIGN: EAS APPROVED: EAS 350 N 2nd East Rexburg, ID 83440 208-206-6653 estoddard@civilize.design Civil & Structural Engineering CCQ SIMPSON STHD14 DETAIL SCALE: NTS 2 - SIMPSON STHD14 DETAIL SCALE: NTS D - CAFE FIRST FLOOR FRAMING PLAN SCALE 1/4" = 1' 1 1 1 1 1 11 SIMPSON STHD14 (2) 2X STUDS MIN, SHEAR WALL HOLD DOWNS H1 FRAMING AND SHEATHING 7/16" APA SHEATHING (BLOCKED) 8d NAILED @ 6" O.C. EDGES 12" O.C. FIELD 1/2" ANCHOR BOLT @ 24" O.C. W/0.25"x3"x3" PLATE WASHER OR 5/8" ANCHOR BOLT @ 32" O.C. W/0.25"x3"x3" PLATE WASHER 1P2P2P2 EE C C A A A B C D (2) 2" X 6" DF#2 (2) 2" X 10" DF#2 (2) 1.75" X 7.25" 2.0E LVL (2) 1.75" X 9.25" 2.0E LVL BEAMS AND HEADERS E 3.125" X 7.5" 24F-V4 GLB F 3.125" X 9" 24F-V4 GLB (2) KING STUD (1) TRIMMER STUD POSTS AND TRIMMERS P1 P2 4"X4" DF #2 OR BETTER W/SIMPSON CCQ WALL FRAMING 2"x6" DF #2 @ 16" O.C. WALL FRAMING 2"x6" DF #2 @ 16" O.C. WA L L F R A M I N G 2" x 6 " D F # 2 @ 1 6 " O . C . WA L L F R A M I N G 2" x 6 " D F # 2 @ 1 6 " O . C . Brent E Crowther 11/29/23 .E<127ES :22' 758SS SEE 3/$1 [[ /21* $7 2C : G 1$,/S $7 E$C+ 758SS [ %/2C.,1* : G 1$,/S E$C+ E1' :22' S78' :$// SEE 3/$1 :$// S+E$7+,1* $S 2CC85S SEE 3/$1 C217 '%/ [ 723 3/$7E : /$3 S3/,CE SEE 7<3,C$/ 'E7$,/ E'*E 1$,/,1* SEE S+E$5:$// SC+E'8/E [ %/2C.,1* : G 1$,/S $7 E$C+ :$// S78' [ %/2C.,1* $7 2C $/,*1 : 27+E5 [ %/2C. %281'$5< 1$,/,1* SEE 3/$1 522) S+E$7+,1* SEE 3/$1 G 1$,/S $7 E$C+ %/2C. CS /21* S75$3 $7 2C : G 1$,/S $77$C+,1* %/2C.S 72*E7+E5 PARAPET DETAIL AT WOOD WALL SCALE: NTS 1 - 1 : 12 4 : 125' 30' 5' 30' 20' 20' PAGE THIS PLAN SHALL BE USED FOR CONSTRUCTION OF THE HOME ON THE LOT SHOWN HEREON. ANY OTHER USE OF THIS PLAN WITHOUT PERMISSION FROM MY DESIGN IS A FEDERAL CRIME UNDER SECTION 104 OF THE COPYRIGHT ACT. M Y DESIGN BROOKE PINNOCK PO Box 364, Sugar City, Idaho 83448 208-589-7267 mydesignbybrooke@gmail.com PREPARED FOR: AREAS DESIGNED BY DATE DRAWN BY PROJECT# SCALE 1/4"=1' YELLOWSTONE BEAR WORLD JURASSIC CREEK GIFT SHOP - RESTROOMS - CAFE MADISON COUNTY, IDAHO GIFT SHOP SQ FT: CAFE SQ FT: RESTROOM SQ FT: TOTAL SQ FT: 1800 1200 1225 4225 OWNER 2023-83 S-9 PROJECT NO: 02-23-006 DESIGN: EAS APPROVED: EAS 350 N 2nd East Rexburg, ID 83440 208-206-6653 estoddard@civilize.design Civil & Structural Engineering CAFE ROOF FRAMING PLAN SCALE 1/4" = 1' PARAPET BUILT INTO TRUSS DESIGNED PER MANUFACUTRE. TRUSSES @24" O.C. BY OTHERS 2"x6" DF #2 @ 24" O.C. W/SIMPSON LRU26Z HANGER AND SIMPSON A34 AT BEAM 32/16 RATED 15/32" APA SHEATHING WITH EDGE CLIPS W/8d NAILS AT 6" O.C. AT EDGES AND 12" O.C. FIELD Brent E Crowther 11/29/23 SIMPSON H2.5A TIE AT EACH TRUSS