SECTION 4 - REINFORCED CONCRETE MASONRY UNITS (CMU)

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ECTION CT IN PLCE CONCRETE J. VPOR BRRIER ECTION - FRMING LUMBER V. WOOD HETHING I. DRWING RE PRELIMINRY ND NOT FOR CONTRUCTION UNLE TRUCTURL ENGINEER' TMP I FFIXED TO DRWING. I IV.

THE CONTRCTOR I REPONIBLE FOR LL BRCING ND HORING DURING CONTRUCTION. CONTRCTOR TO UBMIT REQUET TO ENGINEER/RCHITECT FOR NY UBTITUTION OF MTERIL OR PRODUCT PECIFIED ON THE DRWING. V.

1 ECTION CT IN PLCE CONCRETE J. VPOR BRRIER ECTION - FRMING LUMBER V. WOOD HETHING I. DRWING RE PRELIMINRY ND NOT FOR CONTRUCTION UNLE TRUCTURL ENGINEER' TMP I FFIXED TO DRWING. I IV. NY DICREPNCIE IN THE DRWING, NOTE ND PECIFICTION, HLL BE REPORTED TO OWNER' REPREENTTIVE FOR CLRIFICTION. THE CONTRCTOR HLL VERIFY ND COORDINTE DIMENION PRIOR TO PROCEEDING WITH NY WORK OR FBRICTION. THE CONTRCTOR I REPONIBLE FOR LL BRCING ND HORING DURING CONTRUCTION. CONTRCTOR TO UBMIT REQUET TO ENGINEER/RCHITECT FOR NY UBTITUTION OF MTERIL OR PRODUCT PECIFIED ON THE DRWING. V. TRUCTURL DEIGN PER 0 INTERNTIONL BUILDING CODE. VI. LL CONTRUCTION TO CONFORM TO 0 IBC. V THE FOLLOWING NOTE PPLY UNLE HOWN OTHERWIE. VI THEE DRWING HVE BEEN PREPRED OLELY FOR THE UE IN THE CONTRUCTION OF PROPOED BUILDING TO WHICH THEE NOTE RE TTCHED. THE DRWING HLL NOT BE UED IN WHOLE OR IN PRT, FOR FBRICTION OR CONTRUCTION T NY OTHER LOCTION WITHOUT THE WRITTEN CONENT OF THE ENGINEER. ECTION I. ROOF LODING: I PITCHED ROOF: LIVE LOD (NOW): DED LOD: TOTL LOD FLOOR LODING: LIVE LOD: DED LOD: TOTL LOD: 3 PF PF 0 PF 40 PF PF PF WIND LODING: 90 MPH, EXPOURE C IV. EIMIC LODING: = 0.6, = 0. V. DEIGN OIL PRMETER 00 PF BERING PREURE UMED WITH 4 PCF E.F.P. CTIVE LTERL ERTH PREURE IBC TBLE 804. CL 4 MTERIL() ECTION 3 - CONCRETE I. GENERL REQUIREMENT TRUCTURL CONCRETE FOR FOOTING HLL HVE MINIMUM 8 DY COMPREIVE TRENGTH OF,00 PI. CONCRETE FOR LB ON GRDE HLL HVE MINIMUM COMPREIVE TRENGTH OF 4,000 PI ND MXIMUM WTER CEMENT RTIO OF 0.. LL OTHER CONCRETE HLL HVE MINIMUM 8 DY COMPREIVE TRENGTH OF 3,000 PI. MINIMUM CEMENT CONTENT HLL BE CK/CU. YD. MXIMUM IZE GGREGTE HLL BE 3/4", LUMP NOT TO EXCEED 4". IF OFT, PONGY OR WET OIL RE ENCOUNTERED CONTRUCTION I TO BE TOPPED ND ENGINEER CONTCTED IMMEDITELY.. CONCRETE FORM WORK TO BE OF DEQUTE IZE ND TRENGTH, PROPERLY BRCED TO PREVENT GGING OR BULGING. PROTECT LL CONCRETE FROM FREEZING TEMPERTURE. REFER TO DRWING FOR DIMENION OF CONCRETE MEMBER ND IZE ND LOCTION OF LL REINFORCEMENT. B. FOOTING NO FOOTING HLL BE PLCED ON DITURBED OIL (IF DITURBED, COMPCT OIL IN 6" LIFT TO 90% OF MXIMUM DRY DENITY PER TM D7). FOOTING HLL BE TEPPED DOWN ONE () VERTICLLY TO ONE ND ONE HLF (-/) HORIZONTLLY. C. FOUNDTION WLL REINFORCE PER DRWING. DO NOT BCKFILL WLL UNTIL MIN FLOOR I FRMED ND HETHED ND CONCRETE H CURED MINIMUM OF 7 DY. UE HND OPERTED COMPCTION EQUIPMENT DJCENT TO NEWLY PLCED CONCRETE BEMENT WLL. D. CONCRETE PD ND THICKENED LB REFER TO DRWING TO IZE ND REINFORCEMENT. E. CONCRETE LB LB ON GRDE, NOTED ON THE DRWING, TO BER ON 6" COMPCTED GRVEL BE. MINIMUM LB REINFORCEMENT TO BE #3 8" o.c. BOTH WY, PLCED " CLER FROM TOP FCE (U.N.O. ON PLN). F. FIREPLCE FOOTING ND CMU WLL REFER TO DRWING. G. REINFORCEMENT REINFORCEMENT HLL BE TM 6, GRDE 60 FOR # BR ND LRGER, GRDE 40 FOR #3 & #4 BR. LL REBR LPPED 30 TIME DIMETER, REBR T FOOTING TO HVE 3" CLER COVER OF CONCRETE (U.N.O. ON DRWING). PROVIDE CORNER BR WITH 8" LEG T THE CORNER OF LL WLL ND FOOTING, IZE ND PLCEMENT TO MTCH HORIZONTL REINFORCEMENT. H. NCHOR BOLT NCHOR BOLT TO BE TM 307, /" DI. x 0" EMBEDDED IN FOUNDTION '-8" o.c. (MX) U.N.O. (EE FOUNDTION PLN FOR REQUIREMENT T HERWLL). BOLT TO BE WITHIN '-0" OF END OF ILL PLTE (COORDINTE WITH GENERL CONTRCTOR). MINIMUM OF TWO NCHOR BOLT PER ILL PLTE. LL POT UPPORTED IOLTED FOOTING TO HVE POT NCHOR UNLE BRCED IN TUD WLL. REFER TO DRWING FOR HOLDDOWN REQUIREMENT. INTLL REQUIRED EMBEDDED ITEM PER MNUFCTURER' CTLOG TO ENGGE HOLDDOWN. I. CONTRUCTION ND CRCK CONTROL JOINT LL URFCE OF CONTRUCTION JOINT HLL BE CLENED TO REMOVE DUT, CHIP ND OTHER FOREIGN MTERIL PRIOR TO PLCING DJCENT CONCRETE. CRCK CONTROL JOINT IN LB HLL HVE MXIMUM PCING OF '-0" IN BOTH DIRECTION. THE CONTRCTOR HLL UBMIT THE DETIL ND PROPOED LOCTION OF CONTRUCTION JOINT ND CRCK CONTROL JOINT FOR REVIEW BEFORE TRTING CONTRUCTION. I VPOR BRRIER TO BE 4 MIL POLYETHYLENE HEET PLCED ON UNDITURBED OIL. VPOR BRRIER UNDER LB ON GRDE, IF REQUIRED, PLCED ON COMPCTED GRVEL WITH " OF DMP ND BETWEEN POLYETHYLENE VPOR BRRIER ND CONCRETE. K. EMBEDDED ITEM FOR HD TYPE HOLDDOWN TO BE TM 307 HEX HEDED BOLT IN THE DIMETER PECIFIED THE MNUFCTURER FOR THE HD. LL BOLT TO HVE 3" MIN. CONCRETE IDE COVER. EMBEDDMENT DEPTH RE " FOR BOLT UP TO ND INCLUDING " DI., 4" DEPTH FOR BOLT OVER ". TYPICL REINFORCEMENT TO P UNINTERRUPTED LONGIDE HOLDDOWN PPLICBLE. COUPLER NUT MY BE UED TO EXTEND THE HOLDDOWN NCHOR THROUGH THE FLOOR PLTE TO THE HER WLL CHORD. EPOXY NCHOR EPOXY GROUTED NCHOR, IF UED, HLL CONFORM TO HILTI HIT OR HILTI HV EPOXY YTEM OR ENGINEER PPROVED EQUIVLENT. INTLL PER MNUFCTURER' INTRUCTION. WIRE BRUH ND BLOW OUT HOLE. ECTION 4 - REINFORCED CONCRETE MONRY UNIT (CMU) I. GENERL REQUIREMENT. HOLLOW CONCRETE MONRY UNIT HLL CONFORM TO TM C90, GRDE N WITH MINIMUM COMPREIVE TRENGTH OF 900 PI (MONRY F'M=00 PI). UE TYPE M MORTR WITH MINIMUM 8 DY COMPREIVE TRENGTH OF 00 PI. GROUT HLL BE PE GRVEL CONCRETE WITH 8 DY COMPREIVE TRENGTH OF 000 PI ND MINIMUM LUMP OF 6 INCHE. B. INTLL CMU OF IZE ND RCHITECTURL TYPE PECIFIED. REINFORCE PER DRWING. OLID GROUT LL CELL BELOW GRDE, LL REINFORCED CELL, ND PECIFIED IN DRWING. LL 8" CMU T FIREPLCE TO BE OLID GROUTED. MXIMUM HEIGHT FOR GROUT LIFT TO BE 4'-0" UNLE CLEN OUT RE UED. C. MONRY WLL TO BE LID IN RUNNING BOND. REINFORCE THE WLL HORIZONTLLY WITH () #4 BR IN N 8" HIGH BOND BEM T ECH FLOOR ND ROOF LEVEL, T THE TOP ND BOTTOM OF WLL, 4'-0" o.c. (MX) BETWEEN. REINFORCE THE WLL VERTICLLY WITH () 4'-0" o.c. (MX) FOR FULL HEIGHT OF THE WLL, PLU ONE # VERTICL T ECH JMB, CORNER ND DICONTINUOU END (U.N.O. ON DRWING). LP REINFORCEMENT 40 BR DIMETER T PLICE. REFER TO DRWING FOR LINTEL DETIL T FIREPLCE. D. PROVIDE DOWEL WITH TNDRD HOOK BETWEEN FOUNDTION ND LL CMU, DOWEL DRILLED FTER THE FCT RE NOT CCEPTBLE UNLE PPROVED THE ENGINEER. IZE ND PCING OF DOWEL TO MTCH VERTICL REINFORCEMENT OF CMU. DOWEL TO PROJECT MINIMUM OF '-0" INTO CMU ND 7 BR DIMETER INTO FOUNDTION (U.N.O.) VENEER NCHORGE PROVIDE VENEER NCHORGE PER IBC 3006(D). NCHOR TIE TO BE NOT LE THN 9 G. GLVNIZED WIRE OR G. " GLVNIZED HEET METL. NCHOR TIE HLL BE PCED NOT MORE THN 4" o.c. ND UPPORT NO MORE THN Q. FEET OF VENEER. TIE HLL BE PROVIDED TO HORIZONTL JOINT REINFORCEMENT WIRE OF 9 G. OR EQUIVLENT. JOINT REINFORCEMENT TO BE CONTINUOU WITH BUTT PLICE BETWEEN TIE. Page Table Label Title - tructural Notes - hear Wall Plan -3 Foundation Plan -4 ections & Details - Nailing chedule -6 Framing Plans I. WN TRUCTURL LUMBER I. WN LUMBER HLL BE DOUGL 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 TRUCTURL MEMBER (U.N.O.) B. WOOD BERING ON OR INTLLED WITHIN " OF MONRY OR CONCRETE HLL BE PREURE TRETED WITH N PPROVED PREERVTIVE. PROVIDE MILD TEEL PLTE WHER T LL BOLT HED ND NUT BERING ON WOOD. C. LL FRMING DETIL HLL BE IN CCORDNCE WITH CHPTER 3 OF THE 006 EDITION, UNLE OTHERWIE NOTED ON THE DRWING. LL FRMING NILING HLL CONFORM TO TBLE OF THE IBC UNLE OTHERWIE HOWN. PROVIDE TEEL TRP T PIPE IN TUD WLL REQUIRED IBC CHPTER 3. PLUMBING ND ELECTRICL RUN IN TUD WLL HLL CONFORM TO CHPTER 3. BOLT HLL BE TNDRD MCHINE BOLT (307). LL NIL HLL BE COMMON WIRE OR GLVNIZED BOX NIL. IF PNEUMTIC NILER RE TO BE UED, CONTRCTOR MUT UBMIT CHEDULE OF NIL DEIRED UBTITUTION TO THE RCHITECT OR ENGINEER FOR REVIEW. CHNGE IN THE NUMBER OF NIL OR CLOER NIL PCING MY BE REQUIRED. D. METL HNGER ND CONNECTOR HLL BE FULLY NILED OR BOLTED UNLE OTHERWIE NOTED ON THE DRWING. METL HNGER OR CONNECTOR HOWN ON THE DRWING HLL BE MNUFCTURED IMPON COMPNY. METL HNGER OR CONNECTOR OTHER MNUFCTURE MY BE CONIDERED WHERE LOD CPCITY ND DIMENION RE EQUL OR BETTER. LL UBTITUTION MUT BE UBMITTED TO THE ENGINEER FOR REVIEW. E. PROVIDE OLID BLOCKING BELOW LL BERING WLL. PROVIDE OLID VERTICL BLOCKING IN FLOOR PCE TO MTCH TUD BUNDLE OR OLID COLUMN BOVE ND BELOW. VERTICL BLOCKING T WOOD "I" JOIT HLL BE /6" LONGER THN JOIT I DEEP. MINIMUM POT TO BE TWO x TUD BERING T ECH END OF HEDER U.N.O. FOR BEM FRMING PERPENDICULR TO BERING WLL PROVIDE FULL WIDTH BEM POCKET WITH FILLER REQUIRED ND KING TUD BOTH IDE. TITCH TUD BUNDLE TOGETHER WITH 6d 8" o.c. MXIMUM (U.N.O.) WHERE FLOOR BEM RE FRMED FLUH WITHIN FLOOR ND TOP FLNGE HNGER RE PECIFIED, BEM RE TO BE BLOCKED UP TO JOIT HEIGHT WITH FULL WIDTH DF-L PCER REQUIRED. TRUCTURL GLUED-LMINTED TIMBER LL GLUED-LMINTED TIMBER HLL BE COMBINTION 4F-V4 FOR IMPLY UPPORTED BEM, COMBINTION 4F-V8 FOR BEM CONTINUOU OVER UPPORT, ND COMBINTION L FOR COLUMN (U.N.O.) FBRICTION TO BE IN CCORDNCE WITH ITC 7. PROVIDE WET-UE DHEIVE. MXIMUM MOITURE CONTENT HLL BE %. PROVIDE MILD TEEL PLTE WHER T LL BOLT HED ND NUT BERING ON WOOD. WOOD BERING ON OR WITHIN " OF MONRY OR CONCRETE HLL BE TRETED WITH N PPROVED PREERVTIVE. EL END GRIN OF LL EXTERIOR, EXPOED BEM INCLUDING NON-LOD BERING RCHITECTURL BEM. MNUFCTURED WOOD "I" JOIT WOOD "I" JOIT MNUFCTURED THE TRU JOIT MacMILLN CORPORTION HLL BE DEIGNED ND CERTIFIED MNUFCTURER TO UPPORT LODING HOWN ON THE DRWING. UBTITUTION OF PRODUCT OTHER MNUFCTURER REQUIRE PPROVL OF ENGINEER OF RECORD. JOIT HLL BE ERECTED, INTLLED, ND BRCED IN CCORDNCE WITH MNUFCTURER' RECOMMENDTION. IV. LMINTED VENEER LUMBER (LVL) PRODUCT PECIFIED HEREIN ML OR M=L ND PL HLL CONFORM TO THE PERFORMNCE CRITERI OF LVL ND PL PRODUCT MNUFCTURED TRU JOIT MacMILLN MICROLLM ND PRLLM. UBTITUTE RE CCEPTBLE PROVIDED THEY HVE THE ME TRUCTURL VLUE ML ND PL. NY UBTITUTION MUT BE UBMITTED TO THE ENGINEER FOR REVIEW. VI.. LL WOOD HETHING HLL BE P RTED EXPOURE PLYWOOD OR OB WITH THICKNE, VENEER GRDE ND PN RTING NOTED HEREIN OR ON DRWING, ROOF HETHING /8" WITH MINIMUM (40/0) PN RTING. FLOOR HETHING 3/4" T&G P PN RTED TO 4". EXTERIOR WLL ND HER WLL HETHING 7/6" WITH MINIMUM (4/0) PN RTING. B. ROOF ND FLOOR HETHING TO BE LID UP WITH FCE GRIN PERPENDICULR TO UPPORT ND END JOINT TGGERED 4'-0" INTLL ROOF HETHING WITH _" PCE T LL PNEL EDGE. NIL ROOF HETHING WITH 6" o.c. T UPPORTED PNEL ND " o.c. T INTERMEDITE FRMING, FLOOR HETHING WITH 6" o.c. T UPPORTED PNEL EDGE ND 0" o.c. FIELD, U.N.O. HOLE RE NOT PERMITTED IN DIPHRGM UNLE REVIEWED ENGINEER. C. NIL EXTERIOR WLL HETHING WITH 6" o.c. EDGE ND " o.c. FIELD, U.N.O. IN HERWLL CHEDULE. OFFET VERTICL JOINT 4'-0" INTLL WITH _" GP T BUTT END. WOOD HERWLL. WHERE PLYWOOD PNEL RE PPLIED TO BOTH IDE OF HERWLL, PNEL JOINT HLL BE OFFET TO FLL ON DIFFERENT FRMING MEMBER, OR FRMING MEMBER HLL BE 3" (NOMINL) WIDE ND NIL ON ECH IDE HLL BE TGGERED. B. LLOWBLE HER VLUE IN HERWLL TBLE RE FOR DOUGL FIR FRMING MEMBER (GROUP II). NO UBTITUTION OF LEER GROUP WILL BE LLOWED. FTENER EXPOED TO WETHER HLL BE ZINC COTED HOT DIP GLVNIZING, MECHNICLLY DEPOITED, OR ELECTRO-DEPOITED. V PRE-MNUFCTURED WOOD TRUE WOOD TRUE HLL BE FCTORY EMBLED UING TRE RTED MTERIL DEIGNED TO UPPORT LODING HOWN ON DRWING. INTLL ND BRCE PER MNUFCTURER. MNUFCTURER I REPONIBLE FOR REVIEWING LL CONNECTION ND FRMING IN TRUED ROOF YTEM BOVE PLTE HEIGHT FOR COMPLETENE ND COMPTIBILITY WITH TRU DEIGN. THI INCLUDE LL EVE OVERHNG ND OVER-FRME. HOP DRWING, DETIL ND DEIGN CLCULTION OF TRUED ROOF YTEM MUT BE TMPED LICENED CIVIL ENGINEER ND UBMITTED TO RCHITECT/ENGINEER FOR REVIEW PRIOR TO FBRICTION. ECTION 6 - TRUCTURL TEEL ND MICELLNEOU METL TEEL HLL CONFORM TO TM 99 UNLE OTHERWIE NOTED. QURE OR RECTNGULR TRUCTURL TEEL TUBE HLL CONFORM TO TM 00, GRDE B (FY=46KI). LL WORK HLL BE IN CCORDNCE WITH THE CURRENT EDITION OF IC "PECIFICTION FOR THE DEIGN, FBRICTION ND ERECTION OF TRUCTURL TEEL FOR BUILDING". HOP DRWING HLL BE UBMITTED FOR THE OWNER' REPREENTTIVE REVIEW BEFORE COMMENCING FBRICTION. HOP DRWING HLL HOW LL WELDING WITH W.4 YMBOL. LL WELDING HLL BE DONE TRUCTURL WELDING CODE, W D.. LL FIELD WELDING TO BE CCOMPLIHED W CERTIFIED WELDER. LL TEEL NCHOR, TIE ND OTHER MEMBER TO BE EMBEDDED IN CONCRETE OR MONRY HLL BE LEFT UNPINTED. LL MCHINE BOLT HLL BE TM 307 U.N.O. ND HLL BE PROVIDED WITH LOCK WHER UNDER NUT OR ELF LOCKING NUT. LL NUT, BOLT, WHER ND MIC. TEEL EXPOED TO WETHER HLL BE GLVNIZED. ECTION 7 - JOB FETY THE ENGINEER H NOT BEEN RETINED NOR COMPENTED TO PROVIDE DEIGN ND/OR CONTRUCTION REVIEW ERVICE RELTED TO THE CONTRCTOR' FETY PRECUTION OR TO MEN, METHOD, TECHNIQUE, EQUENCE OR PROCEDURE FOR THE CONTRCTOR TO PERFORM HI WORK. THE UNDERTKING OF PERIODIC ITE VIIT THE ENGINEER HLL NOT BE CONTRUED UPERVIION OF CTUL CONTRUCTION NOR MKE HIM REPONIBLE FOR PROVIDING FE PLCE FOR THE PERFORMNCE OF WORK THE CONTRCTOR, UBCONTRCTOR, UPPLIER OR THEIR EMPLOYEE, OR FOR CCE, VIIT, UE WORK, OR OCCUPNCY NY PERON. tructural Notes PROJECT : DRWING PROVIDED : -

2 C C EDGE NIL TYPE PCING B C D HER WLL CHEDULE FIELD NIL PCING 6" " 4" " 3" " " " EDGE TPLE PCING FIELD TPLE PCING 3" " " NOTE: ) HEETING NIL RE TO BE 8d COMMON NIL ) LL PNEL EDGE RE TO HVE BLOCKING WITH EDGE NILING 3) TYPE C ND D WLL RE TO HVE 3" NOMINL FRMING T LL PNEL EDGE. 4) UNLE NOTED OTHERWIE HEET LL EXTERIOR WLL TYPE "" WLL ) TPLE HLL BE 6 GGE ND HVE MINIMUM CROWN WIDTH OF 7/6" ND HLL BE INTLLED WITH THEIR CROWN PRLLEL TO THE LONG DIMENION OF THE FRMING MEMBER. 6) TPLE HLL HVE " MINIMUM PENETRTION IN FRMING " NOT NOT PERMITTED PERMITTED NOT NOT PERMITTED PERMITTED hear Wall Plan PROJECT : D.08 = IMPON THD0 OR THD0RJ T RIM JOIT = IMPON THD4 OR THD4RJ T RIM JOIT H3 = IMPON MTC40 BETWEEN FLOOR TRP DRWING PROVIDED : -

3 44'-" ' 4'-" 8' 4'-6" 6' ' 7'-6" 7'-7 3/4" '-0" 7' ' 49'-6" 3'-6" ' 6' 0' 6'-4 3/4" '-7 /4" 0' D.0 = '-6"X8" CONTINUOU FOOTING WITH () #4 BR = '-4"X8" CONTINUOU FOOTING WITH () #4 BR = IMPON THD0 OR THD0RJ T RIM JOIT = IMPON THD4 OR THD4RJ T RIM JOIT H3 = IMPON MTC40 BETWEEN FLOOR TRP 3' 0'-9" '-9" 0' D.03 '-6" 7' 6'- 3/4" '-4 /4" 6' '-0" FOUNDTION PLN '-" '-4 /4" 4'-0 /" 3'-" 4'-8 /4" 7' 9'-9" 8'-" 9'-9 /" D.0 4'- /" 4'-3" 4'-6 /" 4'-3" 4'-0 /" 3'-6" '-0" 4' 8'-4" ' 8'-" 4' 34'-" Foundation Plan PROJECT : DRWING PROVIDED : -3

4 (TWO BRCED WLL PNEL) INGLE PORTL FRME (ONE BRCED WLL PNEL) 7/6" OB ROOF HEETING NIL 6" O.C. ND FIELD " O.C. UNLE NOTED OTHERWIE MIN HEDER () X PRE-ENGINEERED ROOF TRUE ECH TRU D.06 7/6" HEETING NIL EDGE WITH 8d 6" O.C. ND FIELD " O.C. UNLE NOTED OTHERWIE PROVIDE WETHER REITIVE BRRIER OVER HEETING RIM BORD NUT WITH 3/6"X3"X3" PLTE WHER & TNDRD WHER X4 TRETED EL PLTE ILL EL 0" LONG /" Ø 307 EMBEDDED 7" MIN. 8" CONCRETE FOUNDTION WLL WITH HORIZONTL #4 BR PCED PER CHEDULE FIRT BR T 4" FROM TOP ND BOTTOM PLCE VERTICL BR PER CHEDULE FOOTING EE CHEDULE REINFORCEMENT EE FOUNDTION PLN HEIGHT BLOWN INULTION R-0 /" HEETROCK TOP PLTE /" HEETROCK X6 6" O.C. OR OPTION D.07 FULL WLL BLOWN INULTION R- X6 BOTTOM PLTE 3/4" T&G FOOR HEETING -7/8" FLOOR JOIT X4 TOP PLTE FULL WLL BLOWN INULTION R- X4 6" O.C. X4 TRETED BOTTOM PLTE 4" CONCRETE LB 4" GRVEL #4 "J" BR MTCH WLL PCING EXTEND INTO FOUNDTION WLL " MIN. (6" MIN. HOOK) FOUNDTION WLL FOOTING H VERTICL HORIZONTL WIDTH HEIGHT #4 BR 8'-0" 4" O.C. 4" O.C. '-6" 8" 9'-0" 8" O.C. 8" O.C. '-0" " 3 0'-0" 6" O.C. 8" O.C. '-6" " 4 '-0" 0" O.C. 8" O.C. 3'-0" " 4 '-0" 8" O.C. 8" O.C. 4'-0" " 6 WLL ECTION NOT TO CLE X TRETED BOTTOM PLTE /" Ø IMPON TITEN HD BOLT EMBEDED 3" 6'-0" MX. O.C. PCING FOOTING EE FOUNDTION PLN INTERIOR FOOTING DETIL D.0 NOT TO CLE NUT WITH 3/6"X3"X3" PLTE WHER & TNDRD WHER X TRETED EL PLTE 4 D.04 3 ILL EL 0" LONG /" Ø 307 EMBEDDED 7" MIN. () CONTINUE #4 BR '-6"X0" CONCRETE FOOTING 6 7 4' 3 4 8' WLL WINDOW OPENING 6" CONCRETE FOUNDTION WLL WITH HORIZONTL #4 4" O.C. FIRT BR T 4" FROM TOP ND BOTTOM PLCE VERTICL BR T 4" O.C. 4" CONCRETE LB 4" GRVEL GRGE FOUNDTION DETIL D.03 NOT TO CLE #4 "J" ' O.C. EXTEND INTO FOUNDTION WLL " MIN. (6" MIN. HOOK) = TOP PLTE = HEDER PER FRMING PLN 3 = X6 CRIPPLE EE FRMING PLN 4 = X6 KING TUD = X6 6 = 6" O.C. 7 = X6 BOTTOM PLTE 8 = (9-/8") X6 6" O.C. 9 = EXTERIOR HEETING FLOOR HEETING ROOF 4" O.C. 6d 6" O.C. LTERNTE IDE X BLOCKING TO WITHIN " OF ROOF HEETING BOUNDRY NILING BOUNDRY NILING BLOCKING DOUBLE X TOP PLTE BERING WLL DETIL NOT TO CLE 7/6" OB ROOF HEETING NIL 6" O.C. ND FIELD " O.C. UNLE NOTED OTHERWIE PRE-ENGINEERED ROOF TRUE X FCI BORD TOP PLTE ECH TRU FOR POT ON ONE IDE TRU TO WLL CONNECTION D.06 NOT TO CLE 4.0" 4.0".0".0".0".0" x4 TUD UP TO 9'-6" TLL WLL EXTERIOR WLL ND HER WLL HETHING MUT BE 7/6" WITH MINIMUM (4/6) PN RTING TO UE THI DETIL X6 BOTTOM PLTE & TOP PLTE INGLE PORTL FRME (ONE BRCED WLL PNEL) FTEN HEETING TO HEDER IN 3" GRID PTTERN DIRECTLY BOVE PIER MIN HEDER () X IMPON MTC8 ON OPPOITE IDE HEETING X4 TTCHED TO HEDER WITH TWO ROW OF 6d 3" O.C. TTCH HEETING TO LL MEMBER WITH 8d 3" O.C. MIN X4 FRMING FOR DOUBLE PORTL NUT WITH FRME 3/6"X3"X3" PLTE WHER & TNDRD WHER x4 TUD X6 BOTTOM PLTE & TOP PLTE 9." 9." UP TO 0'-4" TLL WLL OPTIONL X4 TGGERED TUD D.07 NOT TO CLE 0" LONG /8" Ø 307 EMBEDDED 0" MIN. IMPON THD4 DOUBLE PORTL FRME (TWO BRCED WLL PNEL) IMPON MTC8 ON OPPOITE IDE HEETING MIN () X4 POT IMPON THD4 FOR POT ON ONE IDE PORTL FRME YTEM D.08 NOT TO CLE FTEN HEETING TO HEDER IN 3" GRID PTTERN DIRECTLY BOVE PIER IMPON MTC8 ON OPPOITE IDE HEETING X4 TTCHED TO HEDER WITH TWO ROW OF 6d 3" O.C. TTCH HEETING TO LL MEMBER WITH 8d 3" O.C. MIN X4 FRMING NUT WITH 3/6"X3"X3" PLTE WHER & TNDRD WHER 0" LONG /8" Ø 307 EMBEDDED 0" MIN. IMPON THD4 FOR DOUBLE PORTL FRME ections & Details PROJECT : DRWING PROVIDED : -4

5 FTENING CHEDULE CONNECTION FTENING (a), (m) LOCTION. Joist to sill or girder 3-8d common (-/ 0.3 ) toenail nails gage staples. Bridging to joist - 8d common (-/ 0.3 ) toenail each end nails gage staples 3. 6 subfloor or less to each joist - 8d common (-/ 0.3 ) face nail 4. Wider than 6 subfloor to each joist 3-8d common (-/ 0.3 ) face nail. subfloor to joist or girder - 6d common (3-/ 0.6 ) blind and face nail 6. ole plate to joist or blocking 6d (3-/ 0.3 ) at 6 o.c. typical face nail ole plate to joist or blocking at braced Wall panel nails at 8 o.c. 3 4 gage staples at o.c. 3-6d (3-/ 0.3 ) at 6 o.c. braced wall panels nails at 6 o.c gage staples at 6 o.c. 7. Top plate to stud - 6d common (3-/ 0.6 ) end nail nails gage staples 8. tud to sole plate 4-8d common (-/ 0.3 ) toenail nails gage staples - 6d common (3/ 0.6 ) end nail nails gage staples 9. Double studs 6d (3-/ 0.3 ) at 4 o.c. face nail nail at 8 o.c. 3 4 gage staple at 8 o.c. 0. Double top plates 6d (3-/ 0.3 ) at 6 o.c. typical face nail Double top plates nail at o.c. 3 4 gage staple at o.c. 8-6d common (3-/ 0.6 ) lap splice nails gage staples. Blocking between joists or rafters to top plate 3-8d common (-/ 0.3 ) toenail nails gage staples. Rim joist to top plate 8d (-/ 0.3 ) at 6 o.c. toenail 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 nails gage staples 4. Continuous header, two pieces 6d common (3-/ 0.6 ) 6 o.c. along edge. Ceiling joists to plate 3-8d common (-/ 0.3 ) toenail nails gage staples 6. Continuous header to stud 4-8d common (-/ 0.3 ) toenail 7. Ceiling joists, laps over partitions (see ection , Table ) 8. Ceiling joists to parallel rafters (see ection , Table ) 9. Rafter to plate (see ection , Table ) 3-6d common (3-/ 0.6 ) min., face nail Table nails gage staples 3-6d common (3-/ 0.6 ) minimum, face nail Table nails gage staples 3-8d common (-/ 0.3 ) toenail nails 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 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to ection 30. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - " 0.3"; 8d - /" 0.3"; 0d - 3" 0.48"). d. Common (6d - " 0.3"; 8d - /" 0.3"; 0d - 3" 0.48"). e. Deformed shank (6d - " 0.3"; 8d - /" 0.3"; 0d - 3" 0.48"). f. Corrosion-resistant siding (6d - 7/8" 0.06"; 8d - 3/8" 0.8") or casing (6d - " 0.099"; 8d - /" 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. pacing 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 FTENING (a), (m) LOCTION 0. diagonal brace to each stud and plate - 8d common (-/ 0.3 ) face nail nails gage staples. 8 sheathing to each bearing 3-8d common (-/ 0.3 ) face nail. Wider than 8 sheathing to each bearing 3-8d common (-/ 0.3 ) face nail 3. Built-up corner studs 6d common (3-/ 0.6 ) 4 o.c 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 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 nails gage staples. planks 6d common (3-/ 0.6 ) at each bearing 6. Collar tie to rafter 3-0d common ( ) face nail nails gage staples 7. Jack rafter to hip 3-0d common ( ) toenail nails gage staples - 6d common (3-/ 0.6 ) face nail nails gage staples 8. Roof rafter to -by ridge beam - 6d common (3-/ 0.6 ) toenail nails gage staples -6d common (3-/ 0.6 ) face nail nails gage staples 9. Joist to band joist 3-6d common (3-/ 0.6 ) face nail nails gage staples 30. Ledger strip 3-6d common (3-/ 0.6 ) face nail at each joist nails gage staples 3. Wood structural panels and particleboard (b) ubfloor, roof and wall sheathing (to framing) ingle floor (combination subfloor-underlayment to framing) / and less 6d (c), -3/8 0.3 nail (n) -3/4 6 gage (o) 9/3 to3/4 8d (d) or 6d (e) -3/8 0.3 nail (p) 6 gage staple (p) 7/8 to 8d (c) /8 to /4 0d (d) or 8d (e) 3/4 and less 6d (e) 7/8 to 8d (e) /8 to /4 0d (d) or 8d (e) 3. Panel siding (to framing) / or less 6d (f) /8 8d (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) 8d common nail (-/ 0.3 ) No. 6 gage staple (i) 34. Interior paneling /4 4d (j) 3/8 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 (-/" 0.080") 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, 8d nails (/" 0.3") are the minimum required for wood structural panels. m. taples shall have a minimum crown width of 7/6 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 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, 8 inches at intermediate supports. Nailing chedule PROJECT : DRWING PROVIDED : -

6 B6 C B7 B C B6 B6 C () X4 C (3) X4 B = () X0 C3 (4) X4 B = (3) X0 C4 () X4 B3 = () X0 C () X6 B4 = NOT UED C6 (3) X6 B = () -3/4"X-7/8" LVL C7 (4) X6 B6 = () X8 B7 = -7/8" TJI 6" O.C. C8 () X6 B8 = PRE-ENGINEERED 4" O.C. DEIGNED TRU MNUFCTURER B9 = PRE-ENGINEERED GIRDER TRU DEIGNED TRU MNUFCTURER B0 = 6" THICK CONCRETE LB WITH #4 6" O.C. ECH DIRECTION B = () -3/4"X9-/" LVL B0 MIN FLOOR FRMING PLN B B B B B B8 B B B B B Framing Plans PROJECT : B B0 B9 B C B B3 C9 B B3 C6 B B9 B B C6 B DRWING PROVIDED : ROOF FRMING PLN B B D.08-6

SECTION 4 - REINFORCED CONCRETE MASONRY UNITS (CMU)

SECTION 4 - REINFORCED CONCRETE MASONRY UNITS (CMU) 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