SECTION CST IN PLCE CONCRETE J. VPOR BRRIER SECTION - FRMING LUMBER V. WOOD SHETHING I. DRWINGS RE PRELIMINRY ND NOT FOR CONSTRUCTION UNLESS STRUCTURL ENGINEER'S STMP IS FFIXED TO DRWINGS. I IV. NY DISCREPNCIES IN THE DRWINGS, NOTES ND SPECIFICTIONS, SHLL BE REPORTED TO OWNER'S REPRESENTTIVE FOR CLRIFICTION. THE CONTRCTOR SHLL VERIFY ND COORDINTE DIMENSIONS PRIOR TO PROCEEDING WITH NY WORK OR FBRICTION. THE CONTRCTOR IS RESPONSIBLE FOR LL BRCING ND SHORING DURING CONSTRUCTION. CONTRCTOR TO SUBMIT REQUEST TO ENGINEER/RCHITECT FOR NY SUBSTITUTION OF MTERILS OR PRODUCTS SPECIFIED ON THE DRWINGS. V. STRUCTURL DESIGN PER 0 INTERNTIONL BUILDING CODE. VI. LL CONSTRUCTION TO CONFORM TO 0 IBC. V THE FOLLOWING NOTES PPLY UNLESS SHOWN OTHERWISE. VI THESE DRWINGS HVE BEEN PREPRED SOLELY FOR THE USE IN THE CONSTRUCTION OF PROPOSED BUILDING TO WHICH THESE NOTES RE TTCHED. THE DRWINGS SHLL NOT BE USED IN WHOLE OR IN PRT, FOR FBRICTION OR CONSTRUCTION T NY OTHER LOCTION WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. SECTION I. ROOF LODING: I PITCHED ROOF: LIVE LOD (SNOW): DED LOD: TOTL LOD FLOOR LODING: LIVE LOD: DED LOD: TOTL LOD: 3 PSF PSF 4 PSF 40 PSF PSF PSF WIND LODING: MPH, EXPOSURE C IV. SEISMIC LODING: SS = 0.6, S = 0. V. DESIGN SOIL PRMETERS 00 PSF BERING PRESSURE SSUMED WITH 4 PCF E.F.P. CTIVE LTERL ERTH PRESSURE IBC TBLE 04. CLSS 4 MTERIL(S) SECTION 3 - CONCRETE I. GENERL REQUIREMENTS STRUCTURL CONCRETE FOR FOOTING SHLL HVE MINIMUM DY COMPRESSIVE STRENGTH OF,00 PSI. CONCRETE FOR SLBS ON GRDE SHLL HVE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI ND MXIMUM WTER CEMENT RTIO OF 0.. LL OTHER CONCRETE SHLL HVE MINIMUM DY COMPRESSIVE STRENGTH OF 3,000 PSI. MINIMUM CEMENT CONTENT SHLL BE SCKS/CU. YD. MXIMUM SIZE GGREGTE SHLL BE 3/4", SLUMP NOT TO EXCEED 4". IF SOFT, SPONGY OR WET SOILS RE ENCOUNTERED CONSTRUCTION IS TO BE STOPPED ND ENGINEER CONTCTED IMMEDITELY.. CONCRETE FORM WORK TO BE OF DEQUTE SIZE ND STRENGTH, PROPERLY BRCED TO PREVENT SGGING OR BULGING. PROTECT LL CONCRETE FROM FREEZING TEMPERTURES. REFER TO DRWING FOR DIMENSIONS OF CONCRETE MEMBERS ND SIZE ND LOCTION OF LL REINFORCEMENT. B. FOOTINGS NO FOOTING SHLL BE PLCED ON DISTURBED SOIL (IF DISTURBED, COMPCT SOIL IN 6" LIFTS TO 90% OF MXIMUM DRY DENSITY PER STM D7). FOOTINGS SHLL BE STEPPED DOWN ONE () VERTICLLY TO ONE ND ONE HLF (-/) HORIZONTLLY. C. FOUNDTION WLLS REINFORCE PER DRWINGS. DO NOT BCKFILL WLLS UNTIL MIN FLOOR IS FRMED ND SHETHED ND CONCRETE HS CURED MINIMUM OF 7 DYS. USE HND OPERTED COMPCTION EQUIPMENT DJCENT TO NEWLY PLCED CONCRETE BSEMENT WLLS. D. CONCRETE PDS ND THICKENED SLBS REFER TO DRWINGS S TO SIZE ND REINFORCEMENT. E. CONCRETE SLBS SLBS ON GRDE, S NOTED ON THE DRWINGS, TO BER ON 6" COMPCTED GRVEL BSE. MINIMUM SLB REINFORCEMENT TO BE #3 RE-BR @ " o.c. BOTH WYS, PLCED " CLER FROM TOP FCE (U.N.O. ON PLNS). F. FIREPLCE FOOTINGS ND CMU WLLS REFER TO DRWINGS. G. REINFORCEMENT REINFORCEMENT SHLL BE STM 6, GRDE 60 FOR # BRS ND LRGER, GRDE 40 FOR #3 & #4 BRS. LL REBR LPPED 30 TIMES DIMETER, REBR T FOOTINGS TO HVE 3" CLER COVER OF CONCRETE (U.N.O. ON DRWINGS). PROVIDE CORNER BRS WITH " LEGS T THE CORNERS OF LL WLLS ND FOOTINGS, SIZE ND PLCEMENT TO MTCH HORIZONTL REINFORCEMENT. H. NCHOR BOLTS NCHOR BOLTS TO BE STM 307, /" DI. x 0" EMBEDDED IN FOUNDTION WLLS @ '-" o.c. (MX) U.N.O. (SEE FOUNDTION PLN FOR REQUIREMENTS T SHERWLLS). BOLTS TO BE WITHIN '-0" OF ENDS OF SILL PLTES (COORDINTE WITH GENERL CONTRCTOR). MINIMUM OF TWO NCHOR BOLTS PER SILL PLTE. LL POSTS SUPPORTED ISOLTED FOOTINGS TO HVE POST NCHORS UNLESS BRCED IN STUD WLLS. REFER TO DRWINGS FOR HOLDDOWN REQUIREMENTS. INSTLL REQUIRED EMBEDDED ITEMS PER MNUFCTURER'S CTLOG TO ENGGE HOLDDOWNS. I. CONSTRUCTION ND CRCK CONTROL JOINTS LL SURFCES OF CONSTRUCTION JOINTS SHLL BE CLENED TO REMOVE DUST, CHIPS ND OTHER FOREIGN MTERIL PRIOR TO PLCING DJCENT CONCRETE. CRCK CONTROL JOINTS IN SLBS SHLL HVE MXIMUM SPCING OF '-0" IN BOTH DIRECTIONS. THE CONTRCTOR SHLL SUBMIT THE DETILS ND PROPOSED LOCTIONS OF CONSTRUCTION JOINTS ND CRCK CONTROL JOINTS FOR REVIEW BEFORE STRTING CONSTRUCTION. I VPOR BRRIER TO BE 4 MIL POLYETHYLENE SHEET PLCED ON UNDISTURBED SOIL. VPOR BRRIER UNDER SLB ON GRDE, IF REQUIRED, PLCED ON COMPCTED GRVEL WITH " OF DMP SND BETWEEN POLYETHYLENE VPOR BRRIER ND CONCRETE. K. EMBEDDED ITEMS FOR HD TYPE HOLDDOWNS TO BE STM 307 HEX HEDED BOLT IN THE DIMETER S SPECIFIED THE MNUFCTURER FOR THE HD. LL BOLTS TO HVE 3" MIN. CONCRETE SIDE COVER. EMBEDDMENT DEPTHS RE " FOR BOLTS UP TO ND INCLUDING " DI., 4" DEPTH FOR BOLTS OVER ". TYPICL REINFORCEMENT TO PSS UNINTERRUPTED LONGSIDE HOLDDOWN S PPLICBLE. COUPLER NUTS MY BE USED TO EXTEND THE HOLDDOWN NCHOR THROUGH THE FLOOR PLTE TO THE SHER WLL CHORD. EPOXY NCHORS EPOXY GROUTED NCHORS, IF USED, SHLL CONFORM TO HILTI HIT OR HILTI HV EPOXY SYSTEM OR ENGINEER PPROVED EQUIVLENT. INSTLL PER MNUFCTURER'S INSTRUCTIONS. WIRE BRUSH ND BLOW OUT HOLES. SECTION 4 - REINFORCED CONCRETE MSONRY UNITS (CMU) I. GENERL REQUIREMENTS. HOLLOW CONCRETE MSONRY UNITS SHLL CONFORM TO STM C90, GRDE N WITH MINIMUM COMPRESSIVE STRENGTH OF 900 PSI (MSONRY F'M=00 PSI). USE TYPE M MORTR WITH MINIMUM DY COMPRESSIVE STRENGTH OF 00 PSI. GROUT SHLL BE PE GRVEL CONCRETE WITH DY COMPRESSIVE STRENGTH OF 000 PSI ND MINIMUM SLUMP OF 6 INCHES. B. INSTLL CMU OF SIZE ND RCHITECTURL TYPE SPECIFIED. REINFORCE PER DRWINGS. SOLID GROUT LL CELLS BELOW GRDE, LL REINFORCED CELLS, ND S SPECIFIED IN DRWINGS. LL " CMU T FIREPLCES TO BE SOLID GROUTED. MXIMUM HEIGHT FOR GROUT LIFTS TO BE 4'-0" UNLESS CLEN OUTS RE USED. C. MSONRY WLLS TO BE LID IN RUNNING BOND. REINFORCE THE WLLS HORIZONTLLY WITH () #4 BR IN N " HIGH BOND BEM T ECH FLOOR ND ROOF LEVEL, T THE TOP ND BOTTOM OF WLLS, ND @ 4'-0" o.c. (MX) BETWEEN. REINFORCE THE WLLS VERTICLLY WITH () # @ 4'-0" o.c. (MX) FOR FULL HEIGHT OF THE WLL, PLUS ONE # VERTICL T ECH JMB, CORNER ND DISCONTINUOUS END (U.N.O. ON DRWINGS). LP REINFORCEMENT 40 BR DIMETERS T SPLICES. REFER TO DRWINGS FOR LINTEL DETILS T FIREPLCES. D. PROVIDE DOWELS WITH STNDRD HOOKS BETWEEN FOUNDTIONS ND LL CMU, DOWELS DRILLED FTER THE FCT RE NOT CCEPTBLE UNLESS PPROVED THE ENGINEER. SIZE ND SPCING OF DOWELS TO MTCH VERTICL REINFORCEMENT OF CMU. DOWELS TO PROJECT MINIMUM OF INTO CMU ND 7 BR DIMETERS INTO FOUNDTION (U.N.O.) VENEER NCHORGE PROVIDE VENEER NCHORGE PER IBC 3006(D). NCHOR TIES TO BE NOT LESS THN 9 G. GLVNIZED WIRE OR G. " GLVNIZED SHEET METL. NCHOR TIES SHLL BE SPCED NOT MORE THN 4" o.c. ND SUPPORT NO MORE THN SQ. FEET OF VENEER. TIES SHLL BE PROVIDED TO HORIZONTL JOINT REINFORCEMENT WIRE OF 9 G. OR EQUIVLENT. JOINT REINFORCEMENT TO BE CONTINUOUS WITH BUTT SPLICES BETWEEN TIES. I. SWN STRUCTURL LUMBER I. SWN LUMBER SHLL BE DOUGLS FIR-LRCH (DF-L) OR BETTER FOR LL INCH ND 4 INCH NOMINL LUMBER ND DF-L OR BETTER FOR 6 INCH NOMINL ND LRGER STRUCTURL MEMBERS (U.N.O.) B. WOOD BERING ON OR INSTLLED WITHIN " OF MSONRY OR CONCRETE SHLL BE PRESSURE TRETED WITH N PPROVED PRESERVTIVE. PROVIDE MILD STEEL PLTE WSHERS T LL BOLT HEDS ND NUTS BERING ON WOOD. C. LL FRMING DETILS SHLL BE IN CCORDNCE WITH CHPTER 3 OF THE 006 EDITION, UNLESS OTHERWISE NOTED ON THE DRWINGS. LL FRMING NILING SHLL CONFORM TO TBLE 304.9. OF THE IBC UNLESS OTHERWISE SHOWN. PROVIDE STEEL STRPS T PIPES IN STUD WLLS S REQUIRED IBC CHPTER 3. PLUMBING ND ELECTRICL RUNS IN STUD WLLS SHLL CONFORM TO CHPTER 3. BOLTS SHLL BE STNDRD MCHINE BOLTS (307). LL NILS SHLL BE COMMON WIRE OR GLVNIZED BOX NILS. IF PNEUMTIC NILERS RE TO BE USED, CONTRCTOR MUST SUBMIT SCHEDULE OF NILS DESIRED S SUBSTITUTION TO THE RCHITECT OR ENGINEER FOR REVIEW. CHNGE IN THE NUMBER OF NILS OR CLOSER NIL SPCING MY BE REQUIRED. D. METL HNGERS ND CONNECTORS SHLL BE FULLY NILED OR BOLTED UNLESS OTHERWISE NOTED ON THE DRWINGS. METL HNGERS OR CONNECTORS SHOWN ON THE DRWINGS SHLL BE MNUFCTURED SIMPSON COMPNY. METL HNGERS OR CONNECTORS OTHER MNUFCTURES MY BE CONSIDERED WHERE LOD CPCITY ND DIMENSIONS RE EQUL OR BETTER. LL SUBSTITUTIONS MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW. E. PROVIDE SOLID BLOCKING BELOW LL BERING WLLS. PROVIDE SOLID VERTICL BLOCKING IN FLOOR SPCE TO MTCH STUD BUNDLE OR SOLID COLUMN BOVE ND BELOW. VERTICL BLOCKING T WOOD "I" JOISTS SHLL BE /6" LONGER THN JOIST IS DEEP. MINIMUM POST TO BE TWO x STUDS BERING T ECH END OF HEDER U.N.O. FOR BEMS FRMING PERPENDICULR TO BERING WLLS PROVIDE FULL WIDTH BEM POCKET WITH FILLER S REQUIRED ND KING STUD BOTH SIDES. STITCH STUD BUNDLES TOGETHER WITH 6d COMMON @ " o.c. MXIMUM (U.N.O.) WHERE FLOOR BEMS RE FRMED FLUSH WITHIN FLOOR ND TOP FLNGE HNGERS RE SPECIFIED, BEMS RE TO BE BLOCKED UP TO JOIST HEIGHT WITH FULL WIDTH DF-L SPCER S REQUIRED. STRUCTURL GLUED-LMINTED TIMBER LL GLUED-LMINTED TIMBER SHLL BE COMBINTION 4F-V4 FOR SIMPLY SUPPORTED BEMS, COMBINTION 4F-V FOR BEMS CONTINUOUS OVER SUPPORTS, ND COMBINTION L FOR COLUMNS (U.N.O.) FBRICTION TO BE IN CCORDNCE WITH ITC 7. PROVIDE WET-USE DHESIVES. MXIMUM MOISTURE CONTENT SHLL BE %. PROVIDE MILD STEEL PLTE WSHERS T LL BOLT HEDS ND NUTS BERING ON WOOD. WOOD BERING ON OR WITHIN " OF MSONRY OR CONCRETE SHLL BE TRETED WITH N PPROVED PRESERVTIVE. SEL END GRIN OF LL EXTERIOR, EXPOSED BEMS INCLUDING NON-LOD BERING RCHITECTURL BEMS. MNUFCTURED WOOD "I" JOISTS WOOD "I" JOISTS S MNUFCTURED THE TRUS JOIST MacMILLN CORPORTION SHLL BE DESIGNED ND CERTIFIED MNUFCTURER TO SUPPORT LODINGS S SHOWN ON THE DRWINGS. SUBSTITUTION OF PRODUCTS OTHER MNUFCTURERS REQUIRES PPROVL OF ENGINEER OF RECORD. JOISTS SHLL BE ERECTED, INSTLLED, ND BRCED IN CCORDNCE WITH MNUFCTURER'S RECOMMENDTIONS. IV. LMINTED VENEER LUMBER (LVL) PRODUCTS SPECIFIED HEREIN S ML OR M=L ND PL SHLL CONFORM TO THE PERFORMNCE CRITERI OF LVL ND PSL PRODUCTS S MNUFCTURED TRUSS JOIST MacMILLN S MICROLLM ND PRLLM. SUBSTITUTES RE CCEPTBLE PROVIDED THEY HVE THE SME STRUCTURL VLUES S ML ND PL. NY SUBSTITUTIONS MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW. VI.. LL WOOD SHETHING SHLL BE P RTED EXPOSURE PLYWOOD OR OSB WITH THICKNESS, VENEER GRDES ND SPN RTING S NOTED HEREIN OR ON DRWINGS, ROOF SHETHING /" WITH MINIMUM (40/0) SPN RTING. FLOOR SHETHING 3/4" T&G P SPN RTED TO 4". EXTERIOR WLL ND SHER WLL SHETHING 7/6" WITH MINIMUM (4/0) SPN RTING. B. ROOF ND FLOOR SHETHING TO BE LID UP WITH FCE GRIN PERPENDICULR TO SUPPORTS ND END JOINTS STGGERED 4'-0" INSTLL ROOF SHETHING WITH _" SPCE T LL PNEL EDGES. NIL ROOF SHETHING WITH d @ 6" o.c. T SUPPORTED PNEL ND " o.c. T INTERMEDITE FRMING, FLOOR SHETHING WITH 0d @ 6" o.c. T SUPPORTED PNEL EDGES ND 0" o.c. FIELD, U.N.O. HOLES RE NOT PERMITTED IN DIPHRGMS UNLESS REVIEWED ENGINEER. C. NIL EXTERIOR WLL SHETHING WITH d @ 6" o.c. EDGES ND " o.c. FIELD, U.N.O. IN SHERWLL SCHEDULE. OFFSET VERTICL JOINTS 4'-0" INSTLL WITH _" GP T BUTT ENDS. WOOD SHERWLLS. WHERE PLYWOOD PNELS RE PPLIED TO BOTH SIDES OF SHERWLL, PNEL JOINTS SHLL BE OFFSET TO FLL ON DIFFERENT FRMING MEMBERS, OR FRMING MEMBERS SHLL BE 3" (NOMINL) WIDE ND NILS ON ECH SIDE SHLL BE STGGERED. B. LLOWBLE SHER VLUES IN SHERWLL TBLE RE FOR DOUGLS FIR FRMING MEMBERS (GROUP II). NO SUBSTITUTION OF LESSER GROUPS WILL BE LLOWED. FSTENERS EXPOSED TO WETHER SHLL BE ZINC COTED HOT DIP GLVNIZING, MECHNICLLY DEPOSITED, OR ELECTRO-DEPOSITED. V PRE-MNUFCTURED WOOD TRUSSES WOOD TRUSSES SHLL BE FCTORY SSEMBLED USING STRESS RTED MTERILS DESIGNED TO SUPPORT LODING SHOWN ON DRWINGS. INSTLL ND BRCE PER MNUFCTURER. MNUFCTURER IS RESPONSIBLE FOR REVIEWING LL CONNECTIONS ND FRMING IN TRUSSED ROOF SYSTEMS BOVE PLTE HEIGHT FOR COMPLETENESS ND COMPTIBILITY WITH TRUSS DESIGNS. THIS INCLUDES LL EVE OVERHNGS ND OVER-FRMES. SHOP DRWINGS, DETILS ND DESIGN CLCULTIONS OF TRUSSED ROOF SYSTEM MUST BE STMPED LICENSED CIVIL ENGINEER ND SUBMITTED TO RCHITECT/ENGINEER FOR REVIEW PRIOR TO FBRICTION. SECTION 6 - STRUCTURL STEEL ND MISCELLNEOUS METLS STEEL SHLL CONFORM TO STM 99 UNLESS OTHERWISE NOTED. SQURE OR RECTNGULR STRUCTURL STEEL TUBES SHLL CONFORM TO STM 00, GRDE B (FY=46KSI). LL WORK SHLL BE IN CCORDNCE WITH THE CURRENT EDITION OF ISC "SPECIFICTION FOR THE DESIGN, FBRICTION ND ERECTION OF STRUCTURL STEEL FOR BUILDINGS". SHOP DRWINGS SHLL BE SUBMITTED FOR THE OWNER'S REPRESENTTIVES REVIEW BEFORE COMMENCING FBRICTION. SHOP DRWINGS SHLL SHOW LL WELDING WITH WS.4 SYMBOLS. LL WELDING SHLL BE DONE STRUCTURL WELDING CODE, WS D.. LL FIELD WELDING TO BE CCOMPLISHED WS CERTIFIED WELDERS. LL STEEL NCHORS, TIES ND OTHER MEMBERS TO BE EMBEDDED IN CONCRETE OR MSONRY SHLL BE LEFT UNPINTED. LL MCHINE BOLTS SHLL BE STM 307 U.N.O. ND SHLL BE PROVIDED WITH LOCK WSHERS UNDER NUTS OR SELF LOCKING NUTS. LL NUTS, BOLTS, WSHERS ND MISC. STEEL EXPOSED TO WETHER SHLL BE GLVNIZED. SECTION 7 - JOB SFETY THE ENGINEER HS NOT BEEN RETINED NOR COMPENSTED TO PROVIDE DESIGN ND/OR CONSTRUCTION REVIEW SERVICES RELTED TO THE CONTRCTOR'S SFETY PRECUTIONS OR TO MENS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRCTOR TO PERFORM HIS WORK. THE UNDERTKING OF PERIODIC SITE VISITS THE ENGINEER SHLL NOT BE CONSTRUED S SUPERVISION OF CTUL CONSTRUCTION NOR MKE HIM RESPONSIBLE FOR PROVIDING SFE PLCE FOR THE PERFORMNCE OF WORK THE CONTRCTOR, SUBCONTRCTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR CCESS, VISITS, USE WORK, OR OCCUPNCY NY PERSON. Cover Sheet PROJECT : Layout Page Table Page # Title Cover Sheet Main Floor Plan 3 Foundation Plan 4 Front & Right Elevations Back & Left Elevations 6 Sections & Details 7 Legend & Nailing Schedule Framing Plans 9 Plot Plan DRWINGS PROVIDED :
EDGE NIL TYPE SPCING B C D SHER WLL SCHEDULE FIELD NIL SPCING 6" " 4" " 3" " " " EDGE STPLE SPCING FIELD STPLE SPCING 3" " " NOTES: ) SHEETING NILS RE TO BE d COMMON NILS ) LL PNEL EDGES RE TO HVE BLOCKING WITH EDGE NILING 3) TYPE C ND D WLLS RE TO HVE 3" NOMINL FRMING T LL PNEL EDGES. 4) UNLESS NOTED OTHERWISE SHEET LL EXTERIOR WLLS S TYPE "" WLLS ) STPLES SHLL BE 6 GGE ND HVE MINIMUM CROWN WIDTH OF 7/6" ND SHLL BE INSTLLED WITH THEIR CROWN PRLLEL TO THE LONG DIMENSION OF THE FRMING MEMBERS. 6) STPLES SHLL HVE " MINIMUM PENETRTION IN FRMING " NOT NOT PERMITTED PERMITTED NOT NOT PERMITTED PERMITTED 6'X30' RV PD FLOOD LIGHT 30 MP RV PLUG 4 4'-0" FLOOD LIGHT '-0" 4'-0" 4040LS 4040LS 4'-6" C COMPRESSOR UP 000 0'-6" WH GRGE 0'-0" X '-" PROVIDE DOOR TO CRWL SPCE PROVIDE GS STUB FOR RNGE GS STUB FOR FUTURE HETER ' WORK STTION D.09 WINE COOLER SEE HOME OWNER SPCE FLOOR TO SHELVES 33"X4" CTUL DIMENSIONS 3."X0.7" (VENTS ON SIDES ND BCK) WOOD STIRS H 3'-3" DW '-0" 67 '-" 3036LS 606MU 300SH 300SH 300SH 4'-6" '- /" 00 REF. 7'-6 /" '-0" '-0" KITCHEN X 6'-0" UPPER CBINETS WITH CLOTHING ROD H HOSE BIB HEIGHTS TO BE DETERMINED SEE HOME OWNER 0'-6" GRNITE FOLDING TBLE ND UPPER CBINETS GRGE '-0" 3'-4" X 0'-7" '-" '-6" '-" 39'-0" GS STUB FOR GRILL 3/ VULT MICROWVE IN UPPER CBINET DINING H '-6" 406 6'-3" 0'- /" '-4" 00MU 0FX 0 '-0" '-6" '-0" '-" 406 4060MU 46 66 60SH 606 60SH 3'-4" 406 3'-4" 66 '-7 7/6" 4'-6 /" NGLED TRY CEILING 4'-0 /" 0'-6" 0'-" 3'- /" 4'-0" '-0" '-0" '-0" 7'-6" 9'-" X 6'-0" H BUILT IN BLINDS B B H D.0 3'-6" ' CEILING 3/ VULT '-9 /" ' CEILING HEIGHT ON PORCH 3 4 SF PTIO SLB 0 PLUG FOR HOT TUB 3'-6" PROVIDE PILLRS ND TRIM ROUND WINDOW FMILY 6'-" X 3 CRPET ' CEILING 4'-0" SEWER CLENOUT DISPLY NOOK SEE CONTRCTOR FOR DETILS 3'-3" 0'-0" X '-" 3'- /" BEDROOM CRPET '-4" H = SIMPSON STHD0 OR STHD0RJ T RIM JOIST = SIMPSON STHD4 OR STHD4RJ T RIM JOIST '-6" 4'-3" D '-0" 4'-3" '-0" 400LS 06 '-4" 4'-3" 4'-3" BEDROOM 0'-" X 0'-0" CRPET BUILT IN BLINDS CRPET CRPET 3'-3" D 4040LS D.0 6'-0" '-6" 0'-6" '-4" 9'-4" 4'-4" 49'-0" LIVING RE 3 SQ FT Main Floor Plan PROJECT : DRWINGS PROVIDED : MIN FLOOR PLN
'-0" 6'-" F 4'-0" 4'-0" 4'-6" 0'-6" F 6'-6" 6'-6" 4 4'-0" 4 D.03 F F 3'-6" 9'-6" '-0" H H GRGE 3'-0" X 0'-6" '-0" '-0" F F D.0 4'-0" '-0" H 6'-6" H D.0 H FOUNDTION PLN F F 4' FOUNDTION WLLS F D.0 F F = '-6"X" CONTINUOUS FOOTING WITH () #4 BRS F = '-4"X" CONTINUOUS FOOTING WITH () #4 BRS F3 = XX" FOOTING WITH (3) #4 BRS ECH DIRECTION H = SIMPSON STHD0 OR STHD0RJ T RIM JOIST = SIMPSON STHD4 OR STHD4RJ T RIM JOIST '-9" '-9" F D.0 40'-0" Foundation Plan PROJECT : DRWINGS PROVIDED : 3
Ridge 0'- 7/" Ceiling at Entry '- /" Top of Wall '- /" Header 6'-" Top of Subfloor - st Floor 0'-0" Grade Level 0'-0" Top of Foundation -'-0 /" Top of Footing -'- /" '-0 /" '- /" 4'- /" 6'-" 4'-0" '-7 3/4" FRONT ELEVTION 6 Front & Right Elevations PROJECT : RIGHT ELEVTION DRWINGS PROVIDED : 4
6 BCK ELEVTION Back & Left Elevations PROJECT : LEFT ELEVTION DRWINGS PROVIDED :
BLOCKING BETWEEN JOIST DOUBLE X4 TOP PLTES 7/6" OSB ROOF SHEETING NIL EDGES @ 6" O.C. ND FIELD NIL @ " O.C. UNLESS NOTED OTHERWISE PRE-ENGINEERED ROOF TRUSSES BOUNDRY NILING FULL HEIGHT SHPED BLOCKING SIMPSON H @ ECH TRUSS 7/6" SHEETING NIL EDGES WITH d NILS @ 6" O.C. ND FIELD NIL @ " O.C. UNLESS NOTED OTHERWISE PROVIDE WETHER RESISTIVE BRRIER OVER SHEETING RIM BORD NUT WITH 3/6"X3"X3" PLTE WSHER & STNDRD WSHER X4 TRETED SEL PLTE SILL SEL 0" LONG /" Ø 307 "J" BOLT @ 3" O.C. EMBEDDED 7" MIN. FOOTING SEE FOUNDTION PLN #4 "J" BRS @ ' O.C. EXTEND INTO FOUNDTION WLL " MIN. (6" MIN. HOOK) 4'-0" WLL SECTION D.0 NOT TO SCLE BLOWN INSULTION R-0 /" SHEETROCK DOUBLE X6 TOP PLTES /" SHEETROCK X6 STUDS @ 6" O.C. OR OPTION D.07 FULL WLL BLOWN INSULTION R- '-0" X6 BOTTOM PLTES 3/4" T&G FOOR SHEETING -7/" FLOOR JOIST 6" CONCRETE FOUNDTION WLL WITH HORIZONTL #4 BRS @ 4" O.C. FIRST BR T 4" FROM TOP ND BOTTOM PLCE VERTICL BRS T 4" O.C. 4" GRVEL 4" GRVEL '-4" NUT WITH 3/6"X3"X3" PLTE WSHER & STNDRD WSHER X TRETED SEL PLTE 4 D.04 3 SILL SEL 0" LONG /" Ø 307 "J" BOLT @ 3" O.C. EMBEDDED 7" MIN. CONTINUES #4 BRS SEE FOUNDTION PLN FOOTING SEE FOUNDTION PLN 6 7 4'-0" '-0" 3 4 FLOOR JOIST X4 STUDS @ 6" O.C. X4 TRETED SEL PLTE CONCRETE FOOTING SEE FOUNDTION PLN /" DIMETER 307 "J" BOLT @ 3" O.C. INTERIOR CRWL SPCE FOOTING D.0 NOT TO SCLE ' WLL WINDOW OPENING 6" CONCRETE FOUNDTION WLL WITH HORIZONTL #4 BRS @ 4" O.C. FIRST BR T 4" FROM TOP ND BOTTOM PLCE VERTICL BRS T 4" O.C. 4" CONCRETE SLB 4" GRVEL GRGE FOUNDTION DETIL D.03 NOT TO SCLE #4 "J" BRS @ ' O.C. EXTEND INTO FOUNDTION WLL " MIN. (6" MIN. HOOK) = DOUBLE X6 TOP PLTES = HEDER PER FRMING PLN 9 3 = X6 CRIPPLE SEE FRMING PLN 4 = X6 KING STUD = X6 6 = X6 @ 6" O.C. 7 = X6 BOTTOM PLTE = (9-/") X6 STUDS @ 6" O.C. 9 = EXTERIOR SHEETING 9 9 FLOOR SHEETING ROOF JOIST @ 4" O.C. 6d NILS @ 6" O.C. LTERNTE SIDES X BLOCKING TO WITHIN " OF ROOF SHEETING BOUNDRY NILING BOUNDRY NILING BLOCKING DOUBLE X TOP PLTES BERING WLL DETIL D.0 NOT TO SCLE 7/6" OSB ROOF SHEETING NIL EDGES @ 6" O.C. ND FIELD NIL @ " O.C. UNLESS NOTED OTHERWISE PRE-ENGINEERED ROOF TRUSSES X FSCI BORD SIMPSON H @ ECH TRUSS FOR POST ON ONE SIDE DOUBLE X6 TOP PLTES OPTIONL TRUSS TO WLL CONNECTION D.06 NOT TO SCLE 4.0" 4.0".0".0".0".0" x4 STUDS UP TO 9'-6" TLL WLL SINGLE PORTL FRME (ONE BRCED WLL PNEL) FSTEN SHEETING TO HEDER IN 3" GRID PTTERN DIRECTLY BOVE PIER MIN HEDER () X X4 TTCHED TO HEDER WITH TWO ROWS OF 6d NILS @ 3" O.C. 9" SIMPSON MSTC ON OPPOSITE SIDE S SHEETING TTCH SHEETING TO LL MEMBERS WITH d NILS @ 3" O.C. MIN X4 FRMING NUT WITH 3/6"X3"X3" PLTE WSHER & STNDRD WSHER 0" LONG /" Ø 307 "J" BOLT @ 3" O.C. EMBEDDED 0" MIN. SIMPSON STHD4 EXTERIOR WLL ND SHER WLL SHETHING MUST BE 7/6" WITH MINIMUM (4/6) SPN RTING TO USE THIS DETIL X6 BOTTOM PLTE & DOUBLE X6 TOP PLTE FOR DOUBLE PORTL FRME x4 STUDS X6 BOTTOM PLTE & DOUBLE X6 TOP PLTE 39" 9." 9." 9.6" 9.6" 9.6" 9.6" UP TO 0'-4" TLL WLL OPTIONL X4 STGGERED STUDS D.07 NOT TO SCLE DOUBLE PORTL FRME (TWO BRCED WLL PNELS) SIMPSON MSTC ON OPPOSITE SIDE S SHEETING MIN () X4 POST SIMPSON STHD4 FOR POST ON ONE SIDE PORTL FRME SYSTEM D.0 NOT TO SCLE FSTEN SHEETING TO HEDER IN 3" GRID PTTERN DIRECTLY BOVE PIER SIMPSON MSTC ON OPPOSITE SIDE S SHEETING X4 TTCHED TO HEDER WITH TWO ROWS OF 6d NILS @ 3" O.C. TTCH SHEETING TO LL MEMBERS WITH d NILS @ 3" O.C. MIN X4 FRMING NUT WITH 3/6"X3"X3" PLTE WSHER & STNDRD WSHER 0" LONG /" Ø 307 "J" BOLT @ 3" O.C. EMBEDDED 0" MIN. SIMPSON STHD4 FOR DOUBLE PORTL FRME Sections & Details PROJECT : DRWINGS PROVIDED : 79" HIDDEN PNTRY DOOR D.09 DETIL 6
PLN SYMBOLS FSTENING SCHEDULE W?? D?? D?? REF. DW WH WINDOW OPENING DOOR OPENING DOUBLE SWING DOOR OPENING COOK RNGE WITH OVEN REFRIGERTOR LUNDRY WSHER & DRYER DISH WSHER WLL OVEN DOUBLE KITCHEN SINK SINGLE UTILITY SINK BTHROOM SINK PEDESTL SINK TOILET BTH TUB WITH SHOWER LRGE SOKER TUB SHOWER WTER HETER FORCED IR FURNCE INSERT FIRE PLCE WOOD STOVE CONNECTION FSTENING (a), (m) LOCTION. Joist to sill or girder 3 - d common (-/ 0.3 ) toenail 3-3 0.3 nails 3-3 4 gage staples. Bridging to joist - d common (-/ 0.3 ) toenail each end - 3 0.3 nails - 3 4 gage staples 3. 6 subfloor or less to each joist - d common (-/ 0.3 ) face nail 4. Wider than 6 subfloor to each joist 3 - d common (-/ 0.3 ) face nail. subfloor to joist or girder - 6d common (3-/ 0.6 ) blind and face nail 6. Sole plate to joist or blocking 6d (3-/ 0.3 ) at 6 o.c. typical face nail Sole plate to joist or blocking at braced Wall panel 3 0.3 nails at o.c. 3 4 gage staples at o.c. 3-6d (3-/ 0.3 ) at 6 o.c. braced wall panels 4-3 0.3 nails at 6 o.c. 4-3 4 gage staples at 6 o.c. 7. Top plate to stud - 6d common (3-/ 0.6 ) end nail 3-3 0.3 nails 3-3 4 gage staples. Stud to sole plate 4 - d common (-/ 0.3 ) toenail 4-3 0.3 nails 3-3 4 gage staples - 6d common (3/ 0.6 ) end nail 3-3 0.3 nails 3-3 4 gage staples 9. Double studs 6d (3-/ 0.3 ) at 4 o.c. face nail 3 0.3 nail at o.c. 3 4 gage staple at o.c. 0. Double top plates 6d (3-/ 0.3 ) at 6 o.c. typical face nail Double top plates 3 0.3 nail at o.c. 3 4 gage staple at o.c. - 6d common (3-/ 0.6 ) lap splice - 3 0.3 nails - 3 4 gage staples. Blocking between joists or rafters to top plate 3 - d common (-/ 0.3 ) toenail 3-3 0.3 nails 3-3 4 gage staples. Rim joist to top plate d (-/ 0.3 ) at 6 o.c. toenail 3 0.3 nail at 6 o.c. 3 4 gage staple at 6 o.c. 3. Top plates, laps and intersections - 6d common (3-/ 0.6 ) face nail 3-3 0.3 nails 3-3 4 gage staples 4. Continuous header, two pieces 6d common (3-/ 0.6 ) 6 o.c. along edge. Ceiling joists to plate 3 - d common (-/ 0.3 ) toenail - 3 0.3 nails - 3 4 gage staples 6. Continuous header to stud 4 - d common (-/ 0.3 ) toenail 7. Ceiling joists, laps over partitions (see Section 30.0.4., Table 30.0.4.). Ceiling joists to parallel rafters (see Section 30.0.4., Table 30.0.4. ) 9. Rafter to plate (see Section 30.0., Table 30.0. ) 3-6d common (3-/ 0.6 ) min., face nail Table 30.0.4. 4-3 0.3 nails 4-3 4 gage staples 3-6d common (3-/ 0.6 ) minimum, face nail Table 30.0.4. 4-3 0.3 nails 4-3 4 gage staples 3 - d common (-/ 0.3 ) toenail 3-3 0.3 nails 3-3 4 gage staples a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, inches at intermediate supports except 6 inches at supports where spans are 4 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 30. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - " 0.3"; d - /" 0.3"; 0d - 3" 0.4"). d. Common (6d - " 0.3"; d - /" 0.3"; 0d - 3" 0.4"). e. Deformed shank (6d - " 0.3"; d - /" 0.3"; 0d - 3" 0.4"). f. Corrosion-resistant siding (6d - 7/" 0.06"; d - 3/" 0.") or casing (6d - " 0.099"; d - /" 0.3") nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and inches on center at intermediate supports for nonstructural applications. h. Corrosion-resistant roofing nails with 7/6-inch-diameter head and -/-inch length for /-inch sheathing and -3/4-inch length for /3- inch sheathing. CONNECTION FSTENING (a), (m) LOCTION 0. diagonal brace to each stud and plate - d common (-/ 0.3 ) face nail - 3 0.3 nails 3-3 4 gage staples. sheathing to each bearing 3 - d common (-/ 0.3 ) face nail. Wider than sheathing to each bearing 3 - d common (-/ 0.3 ) face nail 3. Built-up corner studs 6d common (3-/ 0.6 ) 4 o.c. 3 0.3 nails 6 o.c. 3 4 gage staples 6 o.c. 4. Built-up girder and beams 0d common (4 0.9 ) 3 o.c. face nail at top and bottom staggered on opposite sides 3 0.3 nail at 4 o.c. 3 4 gage staple at 4 o.c. - 0d common (4 0.9 ) face nail at ends and at each splice 3-3 0.3 nails 3-3 4 gage staples. planks 6d common (3-/ 0.6 ) at each bearing 6. Collar tie to rafter 3-0d common (3 0.4 ) face nail 4-3 0.3 nails 4-3 4 gage staples 7. Jack rafter to hip 3-0d common (3 0.4 ) toenail 4-3 0.3 nails 4-3 4 gage staples - 6d common (3-/ 0.6 ) face nail 3-3 0.3 nails 3-3 4 gage staples. Roof rafter to -by ridge beam - 6d common (3-/ 0.6 ) toenail 3-3 0.3 nails 3-3 4 gage staples -6d common (3-/ 0.6 ) face nail 3-3 0.3 nails 3-3 4 gage staples 9. Joist to band joist 3-6d common (3-/ 0.6 ) face nail 4-3 0.3 nails 4-3 4 gage staples 30. Ledger strip 3-6d common (3-/ 0.6 ) face nail at each joist 4-3 0.3 nails 4-3 4 gage staples 3. Wood structural panels and particleboard (b) Subfloor, roof and wall sheathing (to framing) Single floor (combination subfloor-underlayment to framing) / and less 6d (c), -3/ 0.3 nail (n) -3/4 6 gage (o) 9/3 to3/4 d (d) or 6d (e) -3/ 0.3 nail (p) 6 gage staple (p) 7/ to d (c) / to /4 0d (d) or d (e) 3/4 and less 6d (e) 7/ to d (e) / to /4 0d (d) or d (e) 3. Panel siding (to framing) / or less 6d (f) / d (f) 33. Fiberboard sheathing (g) / No. gage roofing nail (h) 6d common nail ( 0.3 ) No. 6 gage staple (i) /3 No. gage roofing nail (h) d common nail (-/ 0.3 ) No. 6 gage staple (i) 34. Interior paneling /4 4d (j) 3/ 6d (k) i. Corrosion-resistant staples with nominal 7/6-inch crown or -inch crown and -/4-inch length for /-inch sheathing and -inch length for /3-inch sheathing. Panel supports at 6 inches (0 inches if strength axis in the long direction of the panel, unless otherwise marked). j. Casing (-/" 0.00") or finish (-/" 0.07") nails spaced 6 inches on panel edges, inches at intermediate supports. k. Panel supports at 4 inches. Casing or finish nails spaced 6 inches on panel edges, inches at intermediate supports. l. For roof sheathing applications, d nails (/" 0.3") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/6 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, inches at intermediate supports for subfloor 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, inches at intermediate supports. Legend & Nailing Schedule PROJECT : DRWINGS PROVIDED : 7
D.0 D.0 DOUBLE JOIST T LL OVERHNG EDGES Roof Framing Key plan B = () X0 B = () X0 B3 = () -3/4"X-7/" LVL B4 = PRE-ENGINEERED TRUSSES DESIGNED MNUFCTURER @ 4" O.C. B = PRE-ENGINEERED GIRDER TRUSS DESIGNED MNUFCTURER B6 = () X B7 = -7/" TJI 0 @ 6" O.C. C C C3 C4 C C7 C C9 C0 C () X4 (3) X4 (4) X4 () X4 () X6 (3) X6 (4) X6 () X6 4X4 6X6 X DOUBLE JOIST T LL OVERHNG EDGES D.0 D.0 B7 B6 D.0 B B UP B D.09 D.04 B 3/ VULT B B4 B B 3/ VULT B ' CEILING B B B B '-0" B C B Framing Plans PROJECT : B B B ' CEILING B B B MIN FLOOR FRMING PLN B D.0 DRWINGS PROVIDED : B B B3 D.0
'-0" 36'-" 4 0'-0" L B Cedar View Estates 00.0' S9 ' "W N 03.' S0 3' 33"W 6'-6" 7'-" 3'-7" 6'-0" '-" 03.' 6'-6" S0 3' 33"W Plot Plan PROJECT : 30'-0" DRIVE WY 3" PROPERTY SPCE 00.0' N9 ' "E SIDE WLK CURB & GUTTER Juniper Lane DRWINGS PROVIDED : 9