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HomeMy WebLinkAboutPLAN - 17-00413 - 636 Centennial Loop - SFRSECTION 1 ISAFeXEO TO DRAWINGS. ANY NSCREPANCIES IN THE OPAWINM NOTES AND SPECIFICATIONS, SHALL BE REPORTED TO OWNER REPRESENTATNE FOR CLASSIFICATION THE CONTRACTOR SHALL VERIFY AND COORDINATE MMENSIONS PRIOR TO PROCEEDING WITH MY WORK OR FABRICATION. THE CONTRACTOR IS RESPONVELE FOR ALL OWNS AND SHORING DURING CONSTRUCTION, W. CONTRACTOR TO SUBMIT A REQUEST TO ENGINEEWARGHRECT FOR ANY SUBSTRUTION OF MATERIALS OR PRODUCTS SPECIFIED ON THE DRAWINGS. V. STRUCNRALOESKIN FOR Zqv INTERNATIONAL BUILDING CODE. VI, ALACOWIRUCTONTOCONFIXWTOZONB0. AT THE FOLLOWING NOTES APPLY UNLESS SHOWN OTHERWISE. VIII. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR THE USE N THE CONSTRUCTION OF A PROPOSED BUILDING TO WHICH THESE NOTESAREATTACHED. THEONAWNGSSHALLNOTBEUSEDIN WHOLE OR IN PART, FM FMRMAT,ON ORWNSTROCTION AT ANY OTHER LOCATION WITHOUT THEWRITTEN CONSENT OF THE ENGINEER. 'SECTIONS I. ROOFEOADMG: PITCHED PROF: WE LOAD (SW W3: 35MF DEAD LOAD: 15 PSF TOTAL LOAD 50 ESE II. FLOORLCADWG: LJWVOAe 40MF DEAD LOAD: 12 PAR TOTAL LOAD: 52PSF IT. WING LOWING: 116 MPH, EXPOSURE N. SENMICLOANIMSS•0.60) SL02W V. DESIGN SOIL PARAMETERS 1500 PBF BUWN'G PRESSURE ASSUMED WITH 45 PCF E EP, ACTIVE LATERAL EARTH PRESSURE MC TABLE 1SW,2 CUSS 4 MATERML(S) SECTION 3 CONCRETE GENERAL REQUIREMENTS STRUCTURAL CONCRETE FOR FOOTING SHALL HAVE A MINIMUM 25 DAY mWRESSNE STRENGTH OF 2,5OJ PSI. CONCRETE FOR SIBS ON GRACE SHALL HAW MINIMUM COMPRESSIVE STRENGTH OF 4.000 PSI ANDAMAXIMUM WATER CEMENT RATAN OFO.5. ALL OTHER CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STREWTH OF 3 N0 PSI. MINIMUM CEMENT CONTENT SHALL BE 5 MCKWU. YD MAXIMUM SGEAGGREGATE SHALL BE 31 SLOW NOT TO EXCEED 4'. II. USTNAACEUJNCRETE IF SOFT. SPONGYOR WET SOTS PAE ENCWNMnO CONSWUCTION IS TO BE STOPPED AND ENGINEER CONTACTED IMMEDIATELY. A. CONCRETE FORM WORK TO Be OF ADEQUATE SIZE AND STRENGTH. PMPERLYBRACEOTOPREVEW SAGOINGORBULGWO, PROTECT ALL CONCRETE FROM FREEZING TEMPERATLRES, REFERTOCRAYVING FOR DIMENSIONS OF CONCRETE MEMBERS AND SQE AND LOCATION OF ALL REINFORCEMENT. S. FOOTINGS NO FLUTING SHALL BE PLACED ON DISTURBED SOIL (IF DISTURBED. COMPACT SW L W S' LE TA TO AM OF WAMUM DRY DENSITY PER ASTMDWI. FOOTNGSSHALLBESTEPPEDOOWNONEO) VFRTICALLYTOONEMO Q'4E HALF I1-141 HMIZMTALLY. G FWNWTIONWALLS REINFORCE MR DRAWINGS. 00 NOT BACKFILL WALLS UNTIL WIN FLOOR IS FRAMED AND SHEATHED AND CONCRETE HAS CURED A MINIMUM OF T DAYS. USE HAW OPERATED COMPACTLY EQUIPMENT ADJACENT TO NEWLY PLACED CONCRETE BASEMENT WALLS. 0. COKCRETE PADS AND THICKENED SLABS ROPER TO DMWIHCS AS TO SIZE AMC REINFORCEMENT E. CONCRETESIPHS SLABS ON GWNE. AS NO M ONThE MUWNGS. TO BEAR ON S' COMPACTED GRAVEL BASE MINNIUM SUDRENFORCEMENT TO BE U RE MRAP IB' °.c. BOTH WAIS, PLACED 1-CIEM FROM TOPFACE (UNG, ON PUNSA F. FIREPLACE FWTWGS AND CMU WALLS REFER TO OMWIWS G. REINFORCEMENT REINFORCEMENT SHALL BE ASTM M15, GRACE 60 FOR OS BARS AND URGER. GRACE 40 FOR So S OR MRS. ALL REBAR UPFED 30 TIMES CAMEROS. HEMS AT FOOTINGS TO HAVE P CLEAR COVER OF CONCRETE NUN ,ONDRAWINGS). PRONOECOPAERBARSWITHIVLEGSATTHE CONT ERS OF ALL WALLS MD FOOTINGS, SIZE ANO PLACEMEWTO MATCH HORIZONTAL REINFORCEMENT, H, °PNCIXTRBOLiS ANCHOR BOLTS TO BE ASTM )307, 1Y' DM. x M' EMBEDDED IN FOUNDATION WALLS ® £8°°.c (MAX) UNO. (SEE FOUNDATION PLM' FORREOUIRENEWSAT SHFARWALLS, BOLTS TORE WITHIN I V OF ENDS OF SLE PLATES (COORDINATE WITH GENERAL GONTH R FORI. MINIMUM OF TWO ANCHOR BOLTS PER SILL PLATE. HAVE POST ANCHORS UNLESS BRACED IN STAG WALLS. REFER TO DRAWINGS FOR HMDOOWN REQUIREMENTS INSTALL REQUIRED EMBEDDED ITEMS PER MNNUFAOTURER'S CATALOG TO ENGAGE HOLOCO WNS, ALL SURFACES OF CONSTRUCTION JONES SHALL BE CLEANED TO REMOVE DUST, CHIPS AND OTHER FOREIGN MATERIAL RIOR TO PIAGNG ADJACENT CONCRETE. CRACK CONTROL JOINTS IN SUBS SHALL HAVE AMAXIMUM SPACING OF 15'C IN BOTH DIRECTIONS, THE CONTRACTOR SHALL SUBMIT TFE DETAILS AND PROFOSEO LOCATIONS OF CONSTRUCTION Jo WS AND CRACK CONTROL JOINTS FOR REVIEW BEFORE STARTING CONSTRUCTION, J. VAPORBNNIER VAPOR BV VIER TO BE4 MIL POLYETHYLENE SHEET PUGEDON UNDISTURBED BOR, VAPOR BARRIERUNDM SLAB ON GRAOE.IF REQUIRED. PLACED ON COMPACTED GRAVEL WITH P OF K. EMBEDDED ITEMS FOR HD TYPE EQDDOWNSTO BEASTMA301 HEX HEADED BLIT IN THE CWAETER AS SPEGRED BY THE MANUFACTURER FDI THEM,ALLBOLTSTO"A YMN.CMi TESIDECOVER. EMBEOCMENT DEPTHS AAE 15' FORBOLTS UP TOAND INCLUDING PON.. 24' DEPTH FOR BCLTSOVER 1'. TYPICAL REINFORCEMENT TO PASS UNINTEWUPFEDALOWSMEHMMOWNASP UCBLE COUPLERMITS MAY BE USED TO EXTEND THE HOLMOVO ANCHOR THROUGH THE FLOOR RATE TO THE SHEAR WALL CHORD. BE °EPDXYANCHOM EFOXYGROUNSDANCHORS, RUSSO, SHALLCGNFORM W HILT HIT OR HILTI HVA EPDXY SYSTEM OR ENGINEER APPROVED EQUIVALENT. INSTALL PER MANUFACTURER S INSTRUCTIONS. WIRE BRUSH AND BLOW WTHCLES. 'SECTION 4- REINFORCED CONCRETE MASONRY UNITS ICMUI I. CIENERALREOCIREMEWS A. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM ON. GRACE N WITH A MINIMUM COMPHESSBR SMENGTHOF NO PSI (MASONRY FTN -163) PSII. USE TYPE M MORTAR WITH MINIMUM 28 DAY COMMESSW STR MGTH OF 2500 PSN. GROUTSHALLSE A PEA OFFEWEL CONCRETE WITH A 26 DAY COMPRESSVE STRENGTH OF RICO PSIAND A MINIMUM SLUMPOF 61NCHES. B. INSTALL CMJ OF S1ZE N:p ARCHRECNRAI TYPE SPECIFIED. REINFORCEPERDMWIWS SOUDGRWT ALL CELLS BELOW GRACE, AUR INFMCEOGELU,MOASSPECIFIEO W DRAWNGS, ALLWCMV AT FREFUCESTO BE SONO G4OWE0. MAXIMUM HEIGHT FOR GROUT UFTSTONT4EUNIESSCLEAN WTSAMUSED. C. MABONRY WALLS TO BE IAD IN RUNNING KONG. RaNFORCE THE WALLS HORIZONTALLY WITH (2)#4 BARIN M V HIGH BONDBEAMAT EACH FLOORANDRWFIEWLS ATTHETCPANDSOTTOMOF WALLS,AND ®4W —(MAXI BETWEEN. REINFORCE THE WALLS VERTICALLY WITH (1) K5®4'4E B.C. RAUGFO3 FULL HEIGHT OF THE WALL PLUS ONE M N ERT ICAL AT EACH JAMB, CORNER AND DISCONT INU W S END 01NO. ON DRAWINGS). UP RE W FORCEM ENT ISMS CANISTERS AT SPLICES, REFER TO DRAWINGS FOR LINTEL CETNLSAT FIREPLACES. D, MOVIDEDOWELSWRHST4NDAPOHCOKSBETWEENFOIMMTICNSMD ALL CMU, DOWELS DRILLED AFTERTHE FACTAM NOT ACCEPTABLE UWESSAYPROVEDBYTHEENGINEER SMANDSPACWGOFDOWELS TO MATCH VERTICAL REINFORCEMENT CF CMU. MW ELSTO PROJECT A MNIMUMOF M' WTOCMV AND 17 BARDW.IETERS IWO FOUNDATION UJ O,) II. VENEERAWHOMGE PROVIDENMEERANCHORAGEMRIBC3000011. ANCHORTIESTOBE NOT LESS THAN 9GA. GALVANIZED WIRE OR ZD, GA BY 1' G LVANIZED SHEETMETAL. ANCHCRTIESSHALLSESPACEONOTWEEMAN2PGF, PND SUPPORT NO MORE THAN 2SQ FEET OF VENEER TIES SHALL BE PROVIDEDTOMRROWA JOWTFEINFORCEMENTWIREOF9GA.OR EQUIVALENT. JOAN REWFOROEMENT TO BE CONT WJOVS WITH BUTT SPICES BETWEEN TES. © Crookston Custom Designs 7/3/2017 °SECTIONS - FRAMING LUMBER A, SAWN LUMBER SHALL BE DOUGLAS FIR-URCH LORI N0.2 OR BETTER FOR ALL 21NCH AND 41NCH NOMINAL LUMBER ANO OF -L NO, I OR BETTER FOR 61NCH NOMINAL AND LARGER STRUCTURAL MEMBERS(UNO4 B. WOOD BEARING ON OR INSTALLED WITHIN P OF MASONRY OR CONCRETE SHALL BEPRESSURETPEATEDIVTHMAPMMEDPR -S WATNE. MOVIDEMILD STEEL PUTS WASHERSAT ALL BOLT HEADBAND NUTS SWINDON RUDE. C. ALL RUNNING DETAILS SMLWE IN ACCORDANCE WITH CHAPTER230F THE NW EDITION, UNLESSOTHERWISE NATEOONTHEORA'MINGS. ALA -FRAMING NNLNG SHALLCW FORMTO TABLE 23M.4.1 OF THE LBO UNLESS OTHERWISE SHOWN. PROVIDE STEEL STRIPS AT PIPES IN SWDWAAWAS REOUREGBY BC CHAPTER 33. PLUMBING ANO ELECTRICAL RUNS N STUD WALLS SHALL CONFORM TO CHAPTER23. B0.TS 9HALLBE STANMPO M4CXNE BOLTS Ip"NII. ALLMILSSH LBECOMMONWIREORWLVMIZEDBOXMILS.IFPMUMTU NAIERS ARE TO BE USED, CONTRACTOR MUST SUBMIT A SCHEDULE OF MAILS OESIREDASSWETITUTION TOME ARCHITECT OR ENGINEER FOR RENEW. ACHANGE W THE WMBERCE NAILS ORA CLOSER MAR SPACING MAY BEREOUWE9, O METAL HANGERS AND CONNECTORS SHALL BE FULLY NAILED OR BOLTED UNLESS OTHERWISE NOTED ON THE DRAWINGS. METAL HANGERS OR CONNECTORS SHOWN ON THE CMWINGS SMALL BE MANUFACTURED BY ANIMISMCOAPANY, METAL HANGERS OR CONNECTORS BY OTHER MANUFACTURES MAY BE CCKSICERED WHERE LOAD CAPACITY AND DIMENSIONS ARE EQUAL OR BETTER. ALL SUBSTITUTIONS MUST BE SUBMITTED TO THE EW INEER FOR REVIEW. E PROVIDE SOLID BLOCKING BELOW ALL BEARING WALLS. PROVIDE SOLID VERTICAL BLOCKING IN FLOM SPACE TO MATCH SND BUNDLE OR SW D COLUMN ABOVE AND BELOW. VERTICAL BLOCKING AT WOOD -r JOISTS SHALL BE ULB' LONGER THAN JOIST IS DEEP. MINIMUM POST TO BE TWO a SEWS BBARIW AT EACH END OF HEARTIER ONO. FOR BEAMS FRAMING PERPENDICULAR TO SWING WALLS PROVIDE FULL WIDTH BEAM POCKET WITH ELLER AS RECORED AND KING Me BOTH SIDES. STITCH STUD BUNDLES TOGETHER WITH 183 COMMON W 10'°.c. WCUMUMN.N.O.) WHERE FLUOR BUMS ARE FMMEO FLUSH WITHIN FLUOR AND TOP FUNGEHANGERS ARE SPECIFIED, BEAMSAM TO BE BLOCKED UP TO JOIST HEIGHT WITH FULL WIDTH OF4- SPACER AS REQUIRED. ALL GLUED -1 -AMINATED TIMBER SHALL BE COMBINATION 24F -V4 FOR SIMPLY SUPPORTED BEAMS, COMBINATION NFVH FOR BEAMS CONTINUOUS OVER SUPPORTS. Me COMBINATION L2 FOR COLUMNS RJ N OI FABRICATION TO W W ACCORDANCE WITH MC IO. PROVIDE WETLSE AOFESIVES. MAXIMUM MOISTURE CONTENT SHALL BE 15%. ENGAGE MILD STEEL PLATE WASHERSATALLBOLTHEAOSAND NUTS BEARINGONWGOO. WOOD OEARIM ON OR WITHIN I' OF WSCNRY ORCOWRETE SHALL BE TREATED WITHANAPWDVEDFRESERVATIVE SEM ERDCRMNOFALLEXTERIOR, EXPOSED BEAMS INCLUDING NON LOAD BEARINGARCHRECTVRAL BEAMS. III, MM'UFACTUREDWOJD'EJOISTS WOOD 1. OISTSAS MANUFACTURED BYTHE TRW MET MMAAUUN CORPORATION SHALL BE OESIGNED AND CERTIFIED OY MANUFACTURER TO SUPPORT LOADINGS AS SHOWN ON ME DRAWINGS. SUOSTINTION OF PRODUCTS BY OTHER MANUFACTURERS REQUIRES APPROVAL OF ENGINEER OF RECORD, JORGE SHALL BE ERECTED. INSTALIED. ANDBRACED W ACCORDANCE WITH MANUFACTURERS RECOMMENOATIONX M LAMINATED VENEER LUMBER(LA) PRODUCTS SPECIFIED HEREIN AS ML OR M=L AND R SHALL CONFORM TO THE PERFORMANCE CHRERIAOF LVL AND PSL PRODUCTS AS MANUFACTURED BY TRUSS JOIST MaCAILLAN AS MCROLUM AND PAMLUM. SUBSTRUTESARE ACCEPTABLE PRONGED THEY HAVE THE SAME STRUCTURAL VALUES AS ML AND PE. MY SUBSTITW IONS MUST BE SUBMITTED TO THE ENGINEER FOR REYIEW. V. WMOSHEATHNG A. ALL WOCOSHEATHILG SHALL BEAPA RATEDEXPOSUREIFLYWCOD IOL BeO MITA THICKNESS. VENEER GRACES AND SPAN RATING AS NOTED HEREIN OR ON DRAWINGS. ROOF BREATHING SA' NTH MINIMUM (020) WAN RATING. FLOORGHEATHNG 14' TSG APAEPAN PATEOTO SV EXTERIOR WALI-ANO SHEAR WALL SHEATHING TI18- WITH MINIMUM ZeD1 SPAN RATING. B. ROOF AND FLOOR SHEATHING TO BE UID UP WITH FACE MARK PERPENDICULAR TO SUPPORTS AND END JOINTS STAGGERED 4'-0' WALL ROOF SHEATHING WITH - SPACEATALL PANEL EDGES. NAILRCOFSHMM1N'GWITH8tl®6'0.c AT SUPPORTED PANEL AND IY ox, AT INTERMEDIATE MANOR.. 1. BREATHING WITH I W @RV °.c.AT SUPPORTED PANEL EDGESAND IX— FELD. U.N.O HOLES ARE NOT PERMITTED IN DIAPHRAGMS UNLESS REVIEWED BY ENGINEER. C. NNLEXTERIMWALLSHUTHINGW4HM@WO.C.EWESM012-o4. FIELD, U.NO. IN SHEARWAU.SCHEDULE. OFFSETWIFTICAL JOINTS 4'V INSTAU WITH_ GAPATBUTTENDS. VI. WOOD SHEMWALLB A. WHERE PLYWOOD PANELS ARE APPLED TO BOTH SIDES OF SHEARWNL PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING WSIBERS. an FRAMING MEMBERS SHALL BE 3' (NOMINAL) WIDE AND NAILS ON EACH SME SHALL BE STAGGERED. B. ALLOWAIYE SHEAR VALUES IN SHEAR L. TABLE ARE FOR DWGUS FR FRAMING MEMBERS (GROUP III. 3A SUBSTITUTION OF LESSER GROUPS WILL BE ALLOWED, FASTENERS EXPOSED TO WEATHER SMALL BE ZINC COATED BY HOT DIP GALVANIZING, MECHANICHAY DEPOSITED. OR EIECTR09EFOSITED. AT PRE,MANUFACWREDWOMmUSSES WMOTRUSSESSNALLBEFACTOWASSEMEIEDUSINGSTRESSRATEDWA RMS DES*NEO TO SUPPORT LWDING SHMN ONORAWINO3. INSTALL AND BRACE PER MANUFACTURER MANUFACTURER R RESPONSIBLE FOR REAMING ALLCOMOCTIONS AND COMPATIBILITY WITH TRUSS DESIGNS. THE INCLUDES ALL HAVE OVERHANGS AND XOP MAWIN 3 DETAILS AND DESIGN CALCOURONS OF TRUSSED OVER -RC SYSTE M G , SUBMITTED UBMSYBTEM MUSTBESTAMPED EINGIN BY EIR LICENSED PRIIVIL ENGINEERFABRICATION, SUBMRTEOTOAACNITECTENGINEER FOR RENEW PRIOR i0 FPBRIUTION. SEGRON 6 -STRUCTURAL STEEL MD MISCELUNNEWSMIETALS STEEL SHALL CONFORM TO ASTM A992 UNLESS OTHERWISE RECTAMiUTAR STRUCTURAL STEEL WOES SMALL CONFORM TO ASTM ASN. MADE 6 (FY-4EKSI:. ALL WORK SHALL BE INACCCR NMEWITH THE CURRENT EDITION OF AISC'SPECIFICATON FOR THE DESIGN. FABRICATION AND ERECTION CE STRUCTURAL STEEL FOR BUNTINGS. SHOP DRAWINGS SHALL BE SUBMITTED FORME OWNER'S REPRESENTATIVES RENEW BEFORE COMMENCING FABRICATION, SHOP ORAWIWS SHPII SW W ALLWELOING WRHAWSAZI SYMBOLS. ALLWELOING SPALL M GONE DY STRUCTUML WELDING CODE, AWS 01.1. ALL FIELD WELOIN'GTO BEACMMPLISHEO BY AWS CERTIFIED WELDERS. ALL STEEL ANCHORS. TIES AND OTHER MEMBERS TO BE EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT LNPAINTEO. All MACHINE SOLTSSHHLBE ASTM M07 C.N O. AND SHALL BE PROVIDED WITH LOCK WASN£RS UNDER NOVO OR SELF LOCKING NIRS. ALL NUTS. BOLTS, WASHERS AND MISC. STEEL EXPOSED TO WEATHER SHPLL BE GALVANIZED. 'SECTION 7 -JOB SAFETY ANDAUR CONSMMRON REAM SERVICES REUTEO TOME CORMCICRS SAFETY PRECAUTIONS OR TO MEANS. METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK, THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL WT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FON PROVIDING A WE PACE FOR ME PERMIRSONCE OF WORK BY ME CONTRACTOR SUBCONTRACTORS. SUPPI OR THEIR EMPLOYEES. OR FOR ACCESS, VISITS, WE WORK. OR OCCUPANCY BYPLAY PERSON. Main floor= 1552 at Foundation = 1593 at Basement= 1408 sf Basement finished = 1285 sf Cold Storage = 79 sf Garage = 952 sT Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and P7°t°Ms r SIB"ID possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. F°ran Only 1 Des "O o ouGlM"A ZQ V0 iS NZ y.N 2 MQOpOv1 U, E w -- O tnW W fW�j z ES w 0 V� vN ¢ZD, p ,,8002. =WEmwLJ aioFo�G y1-U1r£F DW =m8 O soar 2.FDI 0 a g >� a o� $ ov �� s a o U�S s �v ]OB # 17039 Fs—c ALB 1/4" = 1' SHEET: La out Page Table Sheet Title 1 Cover Page 2 Main Floor Plan 3 Foundation/Basement Plan 4 Front & Right Elevations 5 Back & Left Elevations 6 Sections & Details 7 Led end & Nailing Schedule 8 Main Floor Framing Plans 9 IRoof Framing Plan V. WMOSHEATHNG A. ALL WOCOSHEATHILG SHALL BEAPA RATEDEXPOSUREIFLYWCOD IOL BeO MITA THICKNESS. VENEER GRACES AND SPAN RATING AS NOTED HEREIN OR ON DRAWINGS. ROOF BREATHING SA' NTH MINIMUM (020) WAN RATING. FLOORGHEATHNG 14' TSG APAEPAN PATEOTO SV EXTERIOR WALI-ANO SHEAR WALL SHEATHING TI18- WITH MINIMUM ZeD1 SPAN RATING. B. ROOF AND FLOOR SHEATHING TO BE UID UP WITH FACE MARK PERPENDICULAR TO SUPPORTS AND END JOINTS STAGGERED 4'-0' WALL ROOF SHEATHING WITH - SPACEATALL PANEL EDGES. NAILRCOFSHMM1N'GWITH8tl®6'0.c AT SUPPORTED PANEL AND IY ox, AT INTERMEDIATE MANOR.. 1. BREATHING WITH I W @RV °.c.AT SUPPORTED PANEL EDGESAND IX— FELD. U.N.O HOLES ARE NOT PERMITTED IN DIAPHRAGMS UNLESS REVIEWED BY ENGINEER. C. NNLEXTERIMWALLSHUTHINGW4HM@WO.C.EWESM012-o4. FIELD, U.NO. IN SHEARWAU.SCHEDULE. OFFSETWIFTICAL JOINTS 4'V INSTAU WITH_ GAPATBUTTENDS. VI. WOOD SHEMWALLB A. WHERE PLYWOOD PANELS ARE APPLED TO BOTH SIDES OF SHEARWNL PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING WSIBERS. an FRAMING MEMBERS SHALL BE 3' (NOMINAL) WIDE AND NAILS ON EACH SME SHALL BE STAGGERED. B. ALLOWAIYE SHEAR VALUES IN SHEAR L. TABLE ARE FOR DWGUS FR FRAMING MEMBERS (GROUP III. 3A SUBSTITUTION OF LESSER GROUPS WILL BE ALLOWED, FASTENERS EXPOSED TO WEATHER SMALL BE ZINC COATED BY HOT DIP GALVANIZING, MECHANICHAY DEPOSITED. OR EIECTR09EFOSITED. AT PRE,MANUFACWREDWOMmUSSES WMOTRUSSESSNALLBEFACTOWASSEMEIEDUSINGSTRESSRATEDWA RMS DES*NEO TO SUPPORT LWDING SHMN ONORAWINO3. INSTALL AND BRACE PER MANUFACTURER MANUFACTURER R RESPONSIBLE FOR REAMING ALLCOMOCTIONS AND COMPATIBILITY WITH TRUSS DESIGNS. THE INCLUDES ALL HAVE OVERHANGS AND XOP MAWIN 3 DETAILS AND DESIGN CALCOURONS OF TRUSSED OVER -RC SYSTE M G , SUBMITTED UBMSYBTEM MUSTBESTAMPED EINGIN BY EIR LICENSED PRIIVIL ENGINEERFABRICATION, SUBMRTEOTOAACNITECTENGINEER FOR RENEW PRIOR i0 FPBRIUTION. SEGRON 6 -STRUCTURAL STEEL MD MISCELUNNEWSMIETALS STEEL SHALL CONFORM TO ASTM A992 UNLESS OTHERWISE RECTAMiUTAR STRUCTURAL STEEL WOES SMALL CONFORM TO ASTM ASN. MADE 6 (FY-4EKSI:. ALL WORK SHALL BE INACCCR NMEWITH THE CURRENT EDITION OF AISC'SPECIFICATON FOR THE DESIGN. FABRICATION AND ERECTION CE STRUCTURAL STEEL FOR BUNTINGS. SHOP DRAWINGS SHALL BE SUBMITTED FORME OWNER'S REPRESENTATIVES RENEW BEFORE COMMENCING FABRICATION, SHOP ORAWIWS SHPII SW W ALLWELOING WRHAWSAZI SYMBOLS. ALLWELOING SPALL M GONE DY STRUCTUML WELDING CODE, AWS 01.1. ALL FIELD WELOIN'GTO BEACMMPLISHEO BY AWS CERTIFIED WELDERS. ALL STEEL ANCHORS. TIES AND OTHER MEMBERS TO BE EMBEDDED IN CONCRETE OR MASONRY SHALL BE LEFT LNPAINTEO. All MACHINE SOLTSSHHLBE ASTM M07 C.N O. AND SHALL BE PROVIDED WITH LOCK WASN£RS UNDER NOVO OR SELF LOCKING NIRS. ALL NUTS. BOLTS, WASHERS AND MISC. STEEL EXPOSED TO WEATHER SHPLL BE GALVANIZED. 'SECTION 7 -JOB SAFETY ANDAUR CONSMMRON REAM SERVICES REUTEO TOME CORMCICRS SAFETY PRECAUTIONS OR TO MEANS. METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK, THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL WT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FON PROVIDING A WE PACE FOR ME PERMIRSONCE OF WORK BY ME CONTRACTOR SUBCONTRACTORS. SUPPI OR THEIR EMPLOYEES. OR FOR ACCESS, VISITS, WE WORK. OR OCCUPANCY BYPLAY PERSON. Main floor= 1552 at Foundation = 1593 at Basement= 1408 sf Basement finished = 1285 sf Cold Storage = 79 sf Garage = 952 sT Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and P7°t°Ms r SIB"ID possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. F°ran Only 1 Des "O o ouGlM"A ZQ V0 iS NZ y.N 2 MQOpOv1 U, E w -- O tnW W fW�j z ES w 0 V� vN ¢ZD, p ,,8002. =WEmwLJ aioFo�G y1-U1r£F DW =m8 O soar 2.FDI 0 a g >� a o� $ ov �� s a o U�S s �v ]OB # 17039 Fs—c ALB 1/4" = 1' SHEET: 36'-10" � 12}0,• 9'-2' 151-0. '-0" 7. II0• Z -U, 9'.8• 12'-W 26'77" T-6" T-6' 2'-5"I CmerAd Palia — — 111 B 111 4 FINE SHOWER SS GEe 31 11" 5'-9" LEAK GLASS 117 D.01 111 111 g 111 ins � B H g 111 BLIND IN SLIDER ST B GAS FtOR ,ILL MICROWAVE O ER OVEN TILE FLOORING 8'-8" S-6 L/&PENING CARPET FLOORING3/12VAULT L \ D qtp^ ry PLANTSHELFARCHED g' -g^ LANT SH F OPENING 4 n a ARCHED /nNNwr. 4 m c n nnouln aeN • Y' 1 e'-tsivz• - 3/12 VAULT TILE // 1 1/2' c FLOORIflG 3/12 VAULT X 4'-m' a / GARAGE t-rX24-8- ATTIC ACCISS 0 0 m9 C —N 10'-0- B SHEAR WALL SCHEDULE EDGE NAIL FIELD NAIL EDGE STAPLE FIELD STWLE TWE SPACING SPACING I SPACING SPACING A S' 12' 3• 12• B 4' 12' 2' 12' ATTIC STORAGE 3' 72' NOT NOT PERMITTED PERMITTED OVEP GARAGE NOT D 2' 12'NOT i PERMITTED PERMITTED NOTES; 1) SHEETING NAILS ARE TO BE Sd COMMON NAILS - 21 ALL PANEL EDGES ARE TO HAVE SLOCMNG WITH EDGE RAILING 31 TYPE C AND O WALLS ARE TO HAVE 3 - NOMINAL FRAMING ATALL PANEL EDGES. 4) UNLESS NOTED OTHERWISE SHEET ALL EXTERIOR WALLS AS TYPE "A" WALLS 5) STAPLES SHALL BE 16 GAGE AND HAVE A MINIMUM CROWN WIDTH OF 7115 -AND SHALL BE INSTALLED WITH THEIR CROWN PARALLEL TO TME LONG DIMENSION OF THE FRAMING MEMBERS. dl STAPLES SHALL HAVE 1' MINIMUM PENETRATION IN FRAMING 11 = SIMPSON STHDIO OR STHDIORJ AT RIM JOIST 12 = SIMPSON STHD14 OR STHD14RJ AT RIM JOIST 10'-0' �w �oa3a>o i V1�yN2 In 6 Nr w�wE wQV £�o°o aztwwYn I...Oz zwd OZTZ{ 00O¢� azzho 0wEmw8 .w.Ez 0 �awo'A PULL DOWN S7!IRS r ATTIC STORAGE b R' Fq OVEP GARAGE i N F❑❑i va .A I 10'X18' LOFT STdRAGE F 3 AREA IN TRUSSES O tv a x h m ° 0 LOFT FLOOR PLA s v'� oP A Hi 117 _L 117 111 % VING AREA Main floor=1652If IS �% rvZ •-6'-0' 6'-0' 4'-9" 4'-9" "2'-0" 2'-4" 4'-9" _ 4'-5" t3'-0" 16'-0" 3'-0' 1 9'-0" gcCrT Sq Foundation=1593 sf = 12,0" 10'2' 4'8' 9'2" 22'0' 12'-0•+� IIIJG I Basement =1408 sf JOB # Basement finished= sf Cold Storage = 79sf 17039 Garage = 952 sf F po9TE eCi "1/4"= 4 3 2 1 71312m7 MAINMAIN FL� m� 36'-0" 22'-0^ 10'-0^ < GRpO.L� SHEET: Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and Profes4lorel stm Copyright 0 Crookston Custom Designs 7/3/2017 possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. F. 0r.,0 copyright c Croo, Ston Custom Designs 7/3/2017 rA k MA Crookston L F4 ^ f4 6 ^ ° n 14'-8" 11'-8" 9'-4' 0 V 2 7o•A'• 5B'A" 12'-0"- 2'-0' o 22'-4" 22'-0" T-3' 28'fi" 3 13'33 Fi H1 2-e. Hi 6-4 L N o S ° L 0L L H1 H1 H1 H1 4 Y 'lnea 211010 o r_ v v FUTURE WO O STOVE C 10'-8112" v W y? N se iaee r 1. 8'BASE ENT �VssB7oU �WWr `�y'S❑Ogq8'q FOUNDATIO WALLS 3M `; Y'ea A" 6'-0 11 8-3" '' D.0 — Y a e„ III ' - F —za_3 F2 —_ _ _ F2 — o 4m e3a ,<ezee ,szt �n0 II LLdoN4io "— ztc uT4r xwu 2u30 a'a4 ns UP 13-312 qnA o0 9 z�°Grcu X0 0 Z ef'LLo'1 n F2 rF1, 11<�Wrr�XqgJo rcw .0o 9 .a�- 4a b-1 4'-3112' 14'-0 112"1 4 21•-8'• v C4 aot Ww�n 11' 10'-11' as 14'-5" D.03 00'01 n p yn q 0's , [3 2WUmyOjV a O OB a I 0V U +- 1 F1 F —_ F1 SFO N�a H2 H2 H2 H2 5- �QUONV 3'-10' 4'-D" r-6± N 10'-0" — J 10" WALL FOR N L p1� — — — SLAB SUPPORT m — — GARAGE ( F 4 rn 33WXZ4'8' 4I F -Al: 14'-6 i W F1 = 1: -6. F2 = CONTINUOUS FOOTING WITH (2) M4 BARS CONTINUOUS FOOTING WITH 714 BARS -4"X F3 = 2'$'x (2) 'A'x8" FOOTING WITH (3) 94 BARS EACH DIRECTION F7 F4 = 2' -0"X:' -0"X8" FOOTING WITH (3) A4 BARS EACH DIRECTION b 5 WITH 0' DIA. PIER EXTENDED TO 6" MIN. ABOVE FINAL GRADE _ — 1 0 H1 = SIMP 3ON STHD10 OR STHDj0RJ AT H2=SIMP RIM JOIST ON STHD14 L F1 iv Q OR STHD4RJ AT RIM JOIST N$ Main floor 1652 ad —21'-6" H7 Hi H1 H1 14'-6 22'-0' _' 12'-0' Foondatlan =1593 of Basement=1408 sf COB # Basement finished =1285 sf Cold Storage = 79 sf 70'4"- Garage 52 sf 17039 SCALE: FOUNDATION PLAN OOa4l a x7',110 9 1/4 mN 7 Fr°.� � SHEET: I CP00 /'i Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and ProreeelonalSlainp 3 _copyright — 0 Crookston Custom Designs 7/3/2017 possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. Fa 9trucWral Ovsign Only I 1 J copyright 0 Crookston Custom Designs 7/3/201 Y Crookston 12 �e 8 o ® o� 2 m � AAIN FLOOR CEILING c .� m � V ,;ffs` _ MAIN FLOOF-- BASEMENTCEILIN(77 x 1 _ — g (` BASEMENT FLOOR ` y W M O A kL Eva rt r'al tm�x ❑y FRONT ELEVATION 3 i 2 z o e Q N 6 U d a s p= ~�N�W r, GOl9u VV11 N Iv WZU'Z�GwN 2 Q2mCrQ WHO 0 09-0 a L1. ekwupi� 72 U t,aw FAV Q6 so�ozo w� owaT No0�°°o � RHO U ¢ CCOw 2 qi A o e�� m� s w� ® o dg Main floor 1652 sf ° Foundation = 7593 sf Base ment=1408 of JOB # Basement finishetl = 7285 sf COId Storage = 79 at 17039 Gara .= 952 at RIGHT ELEVATION QNAL SCALE: 'IsTe Qty aa' Q7t3no17 tl 'n 1/4' 1' 12225 ma � caoo�'� SHEET: Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and Proresswal stamp copyright 0 Crookston Custom Designs 7/3/2017 possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. orsruc�i oeet9n copyright TO Crookston Custom Designs 7/3/20-1-7 Y Y 12 Crookston JU2 l� CJ N t � N v LH It IE Lj h o .w D i" r^L U BACK ELEVATION i as wLL�LL� U uoQ3 owN yV1�2 FrorO0O w�wa4c o O f��j o�nLL>O �gzyO0 ¢Zzw O q 12 O 9�o�£a U i�o QUOwV a Fq y pQ E — _ — 0 4 o i 14 U 3� w O Main floor = 7852 st o �! P� Foundation = 1593 sf Basement =1498 at )OB # Basement finished= 1285 st Cold Storage = 79 at 17039 Garage= 952 si 19nnt exp, SCALE: LEFT ELEVATION QQoeQ¢ �srep om� 71P201/ j 1/4" = 1- lzzzs ii mw 7 �°�,4` SHEET: CP9� Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and Prorasiwnal Stamp possible finished layout. Extent of Finish as dictated b Sales Contract supersedes drawing representations. Pwso-vlvl9oal9n copyright © Crookston Custom Designs 7/3/2017 p Y Y P 9 P 7116' OSB ROOF SHEETING NAIL BARS MATCH WALL SPACING EXTEND INTO FOUNDATION WALL 12- MIN. (B' MIN. HOOK) EDGES @ 6' O.C. AND FIELD NAIL @ WALL WITH HORIZONTAL 44 H 1 12' O.C. UNLESS NOTED OTHERWISE WIDTH HEIGHT 714 BARS BARS SPACED PER SCHEDULE PRE-ENGINEERED ROOF TRUSSES 2X TREATED 2X4 TREATED FIRST BAR AT 4" FROM TOP AND 2'-0" 11" 3 BOTTOM PLATE BOTTOM PLATE D.O6 11'-0" 1 1/2'0 SIMPSON TITEN HD 3'-0" 72' 4 PER SCHEDULE BOLTS EMBEDED 3' MIN 4°CONCRETE SUS D01 WALL SECTION NOT TO SCALE V-0' MAX. O.C. SPACING 9'GRAVEL N BLOWN INSULATION RSO FOOTING SEE SCHEDULE ._ 112'SHEETROCK > o. FOOTING SEE SIMPSON H1 @ FOUNDATION PLAN a EACH TRUSS DOUBLEM6 j,"— TOP PLATER /,., INTERIOR FOOTING DETAIL 1}f 0 ,,,,\ NOT TO SCALE 7/16' SHEETING NAIL 1/2" SHEETROCK e EDGES WITH 8d NAIL6 2X6 BOTTOM @ 6' O.C. AND FIELD P TE 8 NAIL@ 12' O.C. UNLESS 2X6 STUDS Q 1fi" O.C. OR NUT WITH 3/16"X3°X3" 6' CONCRETE FOUNDATION NOTED OTHERWISE OPTION 0.07 PLATE WASHER& WALL WITH HORIZONTAL TO g'-8" STANDARDWASHER 114 BARS @24'O.C. FIRST FULL WALL BLOWN 2X TREATED SEALBAR AT 4' FROM TOP AND NOT TO SCALE INSULATION R-22 PLATE BOTTOM PLACE VERTICAL PROVIDE WEATHER RESISTIVE BARS AT 24- DO. BARRIER OVER SHEETING BILL SEAL 2X8 BOTTOM PLATES 10" LONG 1l2' 0 A 30] 4' CONCRETE SLAB RIM BOARD 'J' BOLT 32' D.C. 314" TTG FOOR EMBEDDED D ]" MIN. O SHEETING NUT WITH 3116'X3'%3 -GRAVEL PLATE WASHER& (2)CON TINUES#4 BARS II BARS 02'O.C. STANDARD WASHER \ 11416'FLOORJOIST EXTEND INTO FOUNDATION 1'-8'X10' CONCRETE WALL 12 -MIN. (6 -MIN. HOOK) 2X4 TREATED FOOTING SEAL PLATE 2X4 TOP PLATE SILL SEAL GARAGE FOUNDATION DETAIL 10" LONG 112' 0 A 307 NOT TO SCALE 'J' BOLT @ 32" O.C. EMBEDDED]"MIN. FULL WALL BLOWN INSULATION R-11 8'CONCRETE FOUNDATION BARS MATCH WALL SPACING EXTEND INTO FOUNDATION WALL 12- MIN. (B' MIN. HOOK) 32X4 STUDS @16" O.0 . WALL WITH HORIZONTAL 44 H 1 VERTICAL HORIZONTAL it WIDTH HEIGHT 714 BARS BARS SPACED PER SCHEDULE 24"O.C. 24. O.C. 1'-6" B" 2 2X4 TREATED FIRST BAR AT 4" FROM TOP AND 2'-0" 11" 3 10'-0" BOTTOM PLATE BOTTOM PLACE VERTICAL BARB 11'-0" 1 10" O.C. 1 18'O.C. 3'-0" 72' 4 PER SCHEDULE 4'-0" 1 12' 1 6 4°CONCRETE SUS D01 WALL SECTION NOT TO SCALE 9'GRAVEL N FOOTING SEE SCHEDULE ._ REINFORCEMENT SEE ��#4'J' FOUNDATION PLAN BARS MATCH WALL SPACING EXTEND INTO FOUNDATION WALL 12- MIN. (B' MIN. HOOK) FOUNDATION WALL FOOTING H 1 VERTICAL HORIZONTAL it WIDTH HEIGHT 714 BARS W -U 24"O.C. 24. O.C. 1'-6" B" 2 9'-0" I I 78'O.C. 1 18'0.4 2'-0" 11" 3 10'-0" 16" O.C. 18'0.4 2'-6" 12' 4 11'-0" 1 10" O.C. 1 18'O.C. 3'-0" 72' 4 4'-0" 1 12' 1 6 D01 WALL SECTION NOT TO SCALE 1 'A 1 = DOUBLE 2X6 TOP PLATES 2 = HEADER PER FRAMING PLAN 5 A 3 = 2X6 CRIPPLE SEE FRAMING PLAN 4 = 2X6 KING STUD 3 3 5=2X6 6 = 2X6 @ 16- O.C. 7 = 2X6 BOTTOM PLATE 4 4 B = (92-5/8") 2X6 STUDS @ 16" O.C. 9 = EXTERIOR SHEETING 8 5 f2-)�� 1 9 2 O 5 5 7 A A 118' WALL WINDOW OPENING FLOOR SHEETING BOUNDARY 4NAILING ROOF JOIST@24"O.C. BLOCKING 1W NAILS @ 6" O.C. / DOUBLE 2X ALTERNATE SIDES TOP PLATES BEARING WALL DETAIL SNOT TO SCALE Tits' OSB ROOF SHEETING NAIL EDGES @ 6" O.C. AND FIELD NAIL @ 12' O.C. UNLESS NOTED OTHERWISE PRE-ENGINEERED ROOF TRUSSES \ 2X BLOCKING TO WITHIN 2- OF ROOF SHEETING\ BOUNDARY NAILING 2XFASCIABOARD OOUBLETES SIMPSON H1 @ TOP PIATES EACH TRUSS TRUSS TO WALL CONNECTION D.06 NOT TO SCALE D N M z Main floor =1652 at Foundation =1593 st Basement =1408 at Basement finished =1285 at Cold Storage = 79 st Gamna = 952 si Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and jit © Crookston Custom Designs 7/3/2017 possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. 702017 12225 °LLOW� z ¢iNCr� °w w€O Nom£=£J W. v °W. o'�>o =EOwQG �AOO7�C zmEmwU o = zauoH O €W� Y w � w � 5 C_1 �yg i:4 dO 6 p 5� JOB # 17039 SCALE: 11/4" = 1' I P.. a Fte �6~ � SHEET: CRDD Professional Stam, G Far StruOnly Design V Only EXTERIOR WALLAND SHEAR 1 MUST BE 7/16" WITH MINIMUM (ST BE WALL WITH MINIMUM SPANRATING TO USE THIS DETAIL N � o. N 2x4 STUDS a j,"— 2x4 STUDS o, 1}f 0 2X6 BOTTOM e PLATE & DOUBLE 2X8 2X6 BOTTOM P TE 8 TOP PLATE DOUBLE 2X6 6 TO g'-8" TALL WALL TOP PLATE 1 UP TO 10' -4 -TALL WALL UP OPTIONAL 2X4 STAGGERED STUDS NOT TO SCALE D N M z Main floor =1652 at Foundation =1593 st Basement =1408 at Basement finished =1285 at Cold Storage = 79 st Gamna = 952 si Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and jit © Crookston Custom Designs 7/3/2017 possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. 702017 12225 °LLOW� z ¢iNCr� °w w€O Nom£=£J W. v °W. o'�>o =EOwQG �AOO7�C zmEmwU o = zauoH O €W� Y w � w � 5 C_1 �yg i:4 dO 6 p 5� JOB # 17039 SCALE: 11/4" = 1' I P.. a Fte �6~ � SHEET: CRDD Professional Stam, G Far StruOnly Design V Only PLAN SYMBOLS e° - WINDOW OPENING LOCATION SINGLE UTILITY SINK DOOR OPENING BATHROOM SINK DOUBLE SWING DOOR OPENING PEDESTAL SINK 2. Bridging to joist TOILET COOK RANGE WITH OVEN 2 - 3' x 0.131" nails REFRIGERATOR ®� LAUNDRY WASHERS DRYER :--__-� DISH WASHER u SHOWER 5.2'subfloor 0joist or girder WALL OVEN oa DOUBLE KITCHEN SINK LOCATION SINGLE UTILITY SINK ® BATHROOM SINK 3 - W x 0.131' nails PEDESTAL SINK 2. Bridging to joist TOILET toenail each end 2 - 3' x 0.131" nails 2-3'14 agestaples BATH TUB WITH SHOWER 2-Bd common (2-1/2'x0.131') face nail LARGE SOAKER TUB u SHOWER 5.2'subfloor 0joist or girder WATER HEATER blind and face nail FIEFURNACEFUURNNACEACE 16d (3-12' x 0.135') at 16' o.c. typical face nall 7,07 INSERT FIRE PLACE l7 WOOD STOVE FASTENING SCHEDULE CONNECTION FASTENING (a), m) LOCATION 1. Joist to sill or girder 3-8d common (2-112'- 0.131') toenail 3 - W x 0.131' nails 3 - 3' 14 gage staples 2. Bridging to joist 2 -8d common (2-112'- 0.131') toenail each end 2 - 3' x 0.131" nails 2-3'14 agestaples 3. 1'x 6'subiloor or less to each joist 2-Bd common (2-1/2'x0.131') face nail 4. Wider han 1"- 6'subffoor to each joist 3-8d Common (2-1/2'- 0.131') face nail 5.2'subfloor 0joist or girder 2-16d common (3-1/2' x 0.162') blind and face nail 6. Sole plate to Joist or blocking Sole plate to joist or blocking at braced Well panel 16d (3-12' x 0.135') at 16' o.c. typical face nall 3- x 0.131' nails at e' o.c. 3' 14 gage staples at 12' o.c. 3-16d (3-112' x 0.135') at 16' o.c. braced well panels 4 - 3'- 0.131' nails at 16' o.c. 4-3'14 gage staples at 16' o.c. 7. Top plate to stud 2 - 16d common (3-12' x 0.162') and hall 3.3'- 0.131' nails 3-3A 14 gage staples 8. Stud to sole plate 4 - Bd common (2-1/2' x 0.131') toenail 4 - 3' x 0.131' nails 3. 3' 14 gage staples 2 -16d common (3112' x 0.162') end nail 3 - 3' x 0.131' nails 3 - 3' 14 gage staples 9. Double studs 16d (3-1/2'x 0.135') at 24' o.c. face nail 3'- 0.131' nail at W o.c. 3' 14 gage staple at 8' o.c. 10. Double lop plates Double top plates i 6d (3-1/2'- 0.135') at 16' o.c, typical race nail 3' x 0.131' nail at 12' ace, 3' 14 gage staple at 12' o.c. 8- 16d common 3.112' x 0.162') lap splice 12 - 3' x 0.131' nails 12 - 3" 14 gage staples 11. Blocking between joists or rafters totop plate 3-8d common (2-1/2'x0.131') toenail 3 - 3- x 0.131' nails 3 .3' 14 gage staples 12. Rim joist to top plate Bd (2-112" x 0.131') at 6' o.c. toenail W x 0.131' nail at W o.c. 3' 14 gage staple at 6' ace. 13. Top plates, laps and intersections 2. 16d common (3-12' x 0.162') face nail 3-3' x 0.131• nails 3 - 3' 14 gage staples 14. Continuous header, two pieces 16d common (3-1/2' x 0.162') 16' o.c. along edge 15. Ceiling joists to plate 3-8d common (2-1/2' x 0.131') toenail 5 - 3' x 0.131' nails 5 .3' 14 gage staples 16. Continuous header to stud 4 -8d common (2-1/2' x 0.131') toenail 17. Ceiling joists, laps over partitions (see Section 2308.10.4.1, Table 2308.10.4.1) 3 -16d common (3-1/2' x 0.162') min., face nail Table 2308.10.4.1 4-3" x 0.131' nails 4 - 3' 14 gage staples 18. Ceiling joists to parallel rafters (see Section 2308.10.4.1, Table 2308.10.4.1 j 3-16d common (3-1/2' x 0.162') minimum, Table 2308.10.4.1 face nail 4-3'x 0.131'nalls 4 - W 14 gage staples 18. Rafter to plate (see Section 2308.10.1, Table 2308.10.1) 3-8d common (2-1/2'x0.131') toenail 3 - 3' x 0.131' nails 3 - 3. 14 gage staples CONNECTION FASTENING (a), (m) LOCATION 20. 1' diagonal brace to each stud and plata 2 - Bd common (2-V2'- 0.131') 2 - 3' x 0.131' nails 3 - 3' 14 gage staples face nail 21. 1' x 8' sheathing to each beading 3 - Bd common (2-112' x 0.131') face nail 22. Wider than 1' x 8' sheathing to each bearing 3 - Bd common (2-112' x 0.131') face nail 23. Belli corner studs 16d common (3-12' x 0.162') 24' o.c. 3' x 0.131' nails 16' o.c. 3' 14 gage staples 16'o.c. 24. Built-up girder and beams 20d common 4' x 0.192') 32' o.c. face nail at top and bottom staggered on opposite sides 3' x 0.131' nail at 24' o.c. 3' 14 gage staple at 24' o.c. 2 - 20d common (4' x 0.192') face nail at ends and at each splice 3.3' x 0.131' nails 3.3' 14 gage staples 25.2' planks 16d common 3-12' x 0.162' at each bearing 26. Collar tie to rafter 3 -10d common (3' x 0.148 4 - 3' x 0.131' nails 4 - 3' 14 gage staples face nail 27. Jack ratter to hip 3 - 10d common (3' x 0.148') toenail 4 - 3' x 0.131- nails 4 - 3' 14 gage staples 2-1Bd common (3-1/2' x 0.162') face nail 3 - 3' x 0.131' nails 3 - 3' 14 gage staples 28. Roof refer to 2 -by ridge beam 2-i6d common (3-112'x0.162') 3 - 3' x 0.131' nails 3 - 3' 14 gage staples toenail 2-16d common (3.12'x0.162') 3 - 3' x 0.131' nails 3 -3' 14 gage staples face nail 29. Joist to band joist 3 -16d common 3-112' x 0.162') face nail 4 - 3' x 0.131' nails 4 - 3' 14 gage staples 30. Ledger strip 3 - 1 Bd common (3-12' x 0.162') face nail at each joist 4 - 3' x 0.131- nails 4 - 3' 14 gage staples 31. Woad structural panels and particleboard (b) Subgoor, roof and wall sheathing (to framing) single floor (combination subfloor-underlayment to framing) 112' end less 6d (c), i 2318' x 0.113' nail (n 1314' 16 gage (o) 19/32'to3/4' 8d (d) or 6d e) 2-3/8' x 0.113' nail (p) 2' 16 gage staple (p) 7/8'to 1" Bid (c) 11/8' 1011/4' 10d tl or 8d (e) 3/4' and less 6d (e) 7/8' to l' Sill (e) 1118* to 11/4' 10d(d)or 8d (a) 32. Panel siding (to gaming) 112' or less 66(o 618' Bd (1) 33. Fiberboard sheathing (g) 112' No. 11 gage roofing hall (h) 6d common nail (2' x 0.113' ) No. 16 gage staple (i) 25132' No. 11 gage roofing nail (h) 8d common nail (2.112" x 0.131' ) No. 16 gage staple (i) 34. Interior paneling 1/4' 4d 0) 3/8' Bd (k) a. Common or box nails are permitted to be used except where otherwise staled. b. Nails spaced at 6Inches on center at edges, 12 inches at intermediate supports except 6 inches at supports Where spans ora 4B Inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing aft permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 21/2' x 0.131"; 10d - 3' x 0.148" . T. Common (6d - 2" x 0.113"; 8d - 212" x 0.131'; 10d - 3' x 0.148"). e. Deformed shank (6d - 2" x 0.113": 8d - 21/2' x 0.131"; 10d -3" x 0.148"). I. rr n its in -17 .1 -2 .2"or casin 6tl-2"x0.099"'Bd-21/2'x0.113"nail. . Co os o -res s nt siding 6tl /8 x 0 06" 8tl 3/e' x 0 1 8 1 9 9 g. Fasteners spaced inches on center atn exterior edges and s inches in center at intermediate supporta when used orn n structural sheathing. Spacing shall be 8 inches on center on the edges and 12 inches on center at intermediate supports For nonstmclural applications. h. Corrosion -resistant roofing nails with 711&inch-d ameter head and 1 -1/2 -inch length for 1/2 -inch sheathing and 1 -3/4 -inch length for 25/32 - inch sheathing. I. Corrosion -resistant staples with nominal TO 6 -inch crown or 1 -inch crown and 1 -1/4 -inch length for 112 -inch sheathing and 1 -inch length for 25/32 -inch sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). J. Casing (1-112' x 0.080') or finish (1-1/2' x 0.072") nails spaced 6Inches on panel edges, 12 Inches at Intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, Bd nails (21/2" x 0.113") are the minimum required for wood structural panels. Staples shall have a m. StaD minimum crown width of 7116 inch. . For roof applications. fastenerspaced 4lnches on center at edges. S Inches at Intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subgoor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 Inches on center at edges, 8 inches at Intermediate supports. z Main floor = 1652 at Foundation = 1593 at Basement = 1408 sf Basement finished = 1285 at Cold Storage = 79 sf Garage = 952 sf ninon 17225 Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and I P lgn Crookston Custom Designs 713/2017 possible finished layout. Extent of Finish as dictated b Sales Contract supersedes drawing representations. astm OnTi Y MA Crookston o em m h � 3 o u c .- c 0 a o t m 0 E v o v� G=se W m �'Gmx I'a m� 6 e o0w w z 7 003tloz ma gm rozpu a z to r: apo Fw�o�o win '�OKFF� z a��LLo99e �NowaY oo��g zwGmou °po0.o QV °NV m >u R • �4 } O €ice m � w U o 0� USF z F O 33 s � O Nr6 U Fz JOB # 17039 SCALE: 1/4" = 1' SHEET: copyright c Crookston Custom Designs7/3/2017 Crookston . ................. 61 = (2) 2x14 B2 = (3) 1-3/4'X9-1/2" LVL 2 L 3 2X4 B3 = (2) 1J/4'X71-7/e" LVL Q3 I (412X4 I B4 = PRE-ENGINEERED TRUSSES Gn 24' O.C. DESIGNED BY MANUFACTURER B5=(2)2X70 FLUSH FRAMEDC5 a m I Be = (2) 2x8 ° C B7 = (2) 1-3/479-V2" LVL - X688 = 11-7/8' TJI 110 @ 16' O.C. JOIST DESIGNED BY MANUFACTURER t 89 = 6' THICK CONCRETE SLAB WITH N4 BARS @ 16" O.C. EACH DIRECTION m 2 B10 = (2) 2X10 C11 6X8 311=(1)13/4"X11 -7/8 -LVL B12 = 3-1/2'X10-1/2" GLULAM m '6 D.ot � Ms` os` o.. Bti en � 0 N M Z IM X iui 1.8 /11 8 N D.05 88 Be B8 B7 B11\ Be Be j W C o mid D �R s ft X` po�� m£ G E IF J V Q s 0 8 w°= o D.o1 0.03 a „ F to w€ `q4x 8 T �4 Fw€OJO CVJ Nv£=WN Oo.F�� O�iK O>ZpO B9 �QVOwaO VV Lww �mwV a $ MAIN FLOOR FRAMING PLAN o °zoi�o ,LL.,QVOUIU n4 Q 4Q m $ wV ° a$ &o� 0 3 Main floor =1652 at ° V r Foundation = 7593 si Basement=1408 of ]OB # Basement finished =1285 sf 17039 Cold Storage = 79 of Garage = 952 sI �Sp\OMALE 9 SCALE: Qp4 e18Te4P ¢ 7111 170 12225 SHEET: w9w Ce�O Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and Prorwam sw y Copyright 0 Crookston Custom Designs 7/3/2017 possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. `«9a o ;y D sign C Crookston Custom Designs 7/3/2017 B1 = (2) 2X10 B2 = (3) i-NVX9-1Y2" LVL B3 = (2) i -3/4-X11-7/8° LVL B4 = PRE-ENGINEERED TRUSSES aQ 24" O.C. DESIGNED BY MANUFACTURER 85= (2) 2X10 FLUSH FRAMED 86 =(2)2X6 B7 = (2) 1-3/4-X9-1/2" LVL B8 = 11-7/8" TJI 110 ® 16" O.C. JOIST DESIGNED BY MANUFACTURER B9 =6" THICK CONCRETE SLAB WITH #4 BARS @ 16"OZ. EACH DIRECTION Bio = (2) 2X10 Bii =(1) 1 -3/4"X11 -7/e' LVL B12 = 3-1/2"X10-1/2" GLULAM t` O N N1 E Main floor = 1652 at Foundation = 1593 at Basement =1408 $1 Basement finished = 1285 of Cold Storage = 79 sf Contractors/Sub-Contractors to verify all finish work with contract. Plans as drawn may represent future options and possible finished layout. Extent of Finish as dictated by Sales Contract supersedes drawing representations. e� �rcxww opuW� z as QiQ �ni m�pV Oy02p V.' Q�y�k Fii) w£Zwa O £w~OU Jp yi �sO�T�`j` 6ZZy6 oo NU[p'M G2 pwp yU myr[pV KF tiOg� pwz Qw 08 zNV o ag m � a SU �$ x x s �U NZ JOB # 17039 SCALE: 11/4" = 1' s 2 oRoo�fi r anal stamp —� For SlrucNral0esi9n L omy