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20120312 Approved Revised Struc Plans 06042013STRUCTURAL NOTES o 0 0 STATEMENT OF SPECIAL INSPECTIONS LL m GENERAL REQUIREMENTS & DESIGN CRITERIA BUILDING CODE & REFERENCE STANDARDS: TILE "INTERNATIONAL BUILDING CODE ", 2009 - DITION, AS ADOPTED AID MODIFIED BY THE CITY OF YELV, GOVERNS THE DESIGN AND CONSTRUCTION OF THIS PROJECT. REFERENCE TO A SPECIFIC SECTION N TdE CODE DOES NOT RELIEVE TIIE CONIRACIOR FROM COM'LANCE WITH T IT ENTIRE MATERIAS REFERENCE STANDARDS NOTED BELOW. THE LATEST EDITION of THE MATERIALS REFERENCE AGGRECATE W/C RATIO STANDARDS SHALL BE USED. 3000 28 ARCHIIECIURAL DRAWINGS: REFER TO THE ARCIIITECTLRAL DRAWINGS TOR INFORVATION INCLUDING, BUT NOT LIMITED T0: DIMENSIONS, F FVATIONS, SIOPES, DOOR AID WINDOW OPENINGS, NON BFARING WA S, CUR -AIN WALLS, STAIRS, ELEVATORS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER NONSTRUCTD'RA_ ITEMS. STRUCTURAL R- SPONSIBII ITIFS THE SFR IS RESPONSIBLE FOR -HE STRENGTF AND STABI. TTY OF THE PRIMARY STRUCTURE IN ITS COMPLETED STATE. CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE TOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RE ATFD SAFETY STANDARDS SUCH AS OSHA. THE CONTRACTOR IS RFS'ONSIBIF FOR THE STRENGTH AND STABILTY OF THE STRUCTURE DURING CONSTRUC -ION AND SHALL PROVIDE TEMPORARY SHOP NO, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUC -URE IS COVPLETED. IT IS THE CONTRACTOR'S RESPONSIBILTY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING I: PROPERLY. DISCREPANCIES : IN CASE OF DISCREPANCIES BETWFFN THFSF GFNFRAI NOTES, THE CONTRACT DRAWINGS AND SPECIFICATIONS, AND /OR REERENCE STANDARDS, TIE ENGINEER SHAT I DETERMINE WHICH SHALL GOVERN. DISCREPANCES SFALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCE -DING WIFE THE WORK SITE VERIHCAHON: IHE CONTRACTOR SHALL VERITY ALL DIMENSIONS AND CONDIIIONS AT HE SITE PRIOR TO FABRICATION AND /OR CONSTRUCTION. CONE ICS BETWEEN TAE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE 3ROUGI'T TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. A_L UNDERGROUND UTIL ITFS SHAI I BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRI_I.ING. CONSTRUCTION LOADS: LOADS ON THE STRUCTURE DURING CONSTRUCTOR STALL NOT EXCEED THE DESIGN LOADS OR THE CAPACI IY OT IHE °AR IIA_Lv COMPLETED CONS "RUCTION. WIND DESIGN: BASIC WIND SPEED (3- STCON) GJST), V = 85 MPH; WED IMPORTANCE TACIOR, IW = 1.0; OCCUPANCY CATEGORY = 11; EXPOSURE CATEGORY = C CONSTRUCTION JOINTS: CONFORM TO ACI 301 SEC 2.2.2.5, 5.1.2.3A, 5.2.21, AND 5- 3.2.6. CONSTRUCTOON JOINTS S-IALL DE LOCATED & DETAILED AS ON THE CONSTRLCTION DRAWINGS- USE OF AN ACCEPTABLE ADFIESIVIE, SJRFACC RETARDER, PORTI AND CEMENT GROUT, OR ROUGHENING THE SURFACE IS NOT REQUIR -D UNLESS SPFDFICA..I Y NOTED ON IIIL DRAWINGS. WHIRL SFFAR BOND IS REQUIRED, ROUGHEN SURIACES TO 1 /x" AVPLITUDL EMBEDDED ITEMS. POSITION AND S =CUR= IN PLACE EXPANSION „DINT MATERIAL, ANCFORS AID OTHER STRUCTURAL &; NON- STRUCTLRAL EMBEDDED ITEMS BEFCRL PLACING CDNCRETL CONRACTOR SHALL REFER 10 MECF ANIGAI., F_- ECTRICAL, PLUMBING & ARCHITFCTJRAI. DRAWINGS & COORDINAE ALL OTHER - MBEDDED ITEMS. GROJT: JS:= 3000 PSI NON- SHRINK GROUT FOR CCUMN BASE PLATES CONCRETE RE= INFORCEMENT RFFERENC- STANDARDS: CONFORM T0: (1) AC 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRFTF ", SEC 3 "REINFCRCEMENT AND RNNTOR(EMLNI SUPPOR S" (2) ACI SP -D6 "ACI DETAILING VANDAL" INCLUDING ACI 31S "DETAILS AND DETAILING OF CONCRETE RENFORCENEN -. (3) CRS] MSIp -2 "MANUAL OF S ANDARD PRACTICE." (4) ANSI /AWS D1.1 "STRUCTURAL WELDING CODE - REINFORCING STEEL." (5) INC CHA'ER 19, CONCRETE. (6) ACI 318 AND ACI 318R, CONCRETE COVERT CONFORM TO THE FOLLOWING COVER RE_QU REMENTS FROM ACI 301, TABLE 3.3.2.3: CONCRETE CAST AGAINST EARTH 3" CONCR__T= EXPOSED TO EARTH OR WEATHER ( #5 & SMALLER) 1 -1/2" SPLICES: CONFORM TO ACI 301, SEC 3.3.2.7. REFER TO "LAP SPLICE SCHEDULE" OR PLANS FOR TYPICAL SPLICES. THE `SPLICES INDICATE;) ON INDIVIDLAL SHEETS CONTROL OVER THE SCHEDULE. USE CLASS B SPLICES LNLESS 0-1ERWISE NOTED. MECHANICAL CONNLCIIONS MAY BF USED WHEN APPROVED BY THE ENGINEER. FIELD BENDINCI CONFORM TO ACI 301 SEC 3.39.8_ "FIELD BENDING OR STRAIGHTENING." BAR SIZES #3 THROUGH #5 MAY BE FIELD BENT COLD THE FIRST TIME. 0 -HER BARS REQUIRE PREHEATING. DO NOT TWIST BARS. CORNERS BARS PROVIDE MATCHING- SIZED "E" CORNER EARS FOR ALL HORIZONTAL WA_L AND FOOTING BARS WITH IHE APPROPRIAIL SPLICE LENGTH, ONO. SEISMIC DESIGN: SEISMIC IMPORTANCE FACTOR IE = 1,0; OCCUPANCY CA EGORY = 0.339; S'TE CLASS - A, SUS = 0734; SDI = 0.389; SLISMIC D`_SIGN 1'; SS = 1.002; S1 = CATEGORY = D STRUCTURAL STEEL SNOW LOAD GROJNC SNOW _OAD, PG = 20 PSF; FLAT ROOF SNOW LOAD, PF = 25 PSF SNOW DESGN STANDARDS: STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED IN ACCORDANCE WITH AISC STEEL EX'DS'JRE FACTOR, CE = 1.0; SNOW IMPORTANCE TACIOR, IS = '.0; THERMA_ FACTOR, CONSRUCTON MANUAL, IHIRILLNIh EDITION. CT = 1.0. (DAYS) AGGRECATE W/C RATIO CONTENT FOUNDATIONS - 3000 28 REFERENCE STAB: CONFORM TO: AWS PIT "STRUCTJRAL WFIDING CODE - STEP ." IVF I GADS: ROOF (LIVE) 30 PSF ROOF (SNOW) 25 PSI FLOOR 100 PSF INSPECTIONS: ALL CONSTRUCTON IS SJB.,ECT TO '. INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WTH IBC SEC 109. IHE CONTRACTOR S-]ALL COORDINATE ALL REQUIRED INSPECTIONS WI-II THE BUILDING O- FICIA_. SUBMIT COPIES OE AI I. INSPECTION REPOR 5 TO THE ENGINEER FOR REVIEW. S- ATEMENT OF SPECIAL INSPECTIONS: REFERENCE PLANS FOR THE STATEMENT OF SPECIAL INSPECTIONS FOR THIS PROJECT CONTAINING A'_L NSPECTION, SPECAL INSPECTION, AND STRJCTJRAL OBSERVATION REQUIREMENTS PER BC CHAPTER '7. PREFABRICATED CONSTRUC -ION: ALL PRE=ABRICATE3 CONSTRUCTION SHALL CONFORM -0 IBC SEC 17017. SOILS AND FOUNDATIONS REFERENCE STANDARDS: CONFORM TO IBC CHAPTER 18 "SOILS ADD FOLNDATONS." DESGN SOIL VALUES: AL_OWABLE BEARING PRESSURE 1500 PSF SLABS ON GRADE & FOJNDATIONS: A_L FOUNDATIONS SHAI I BEAR ON STRUCTURAL COMPACTED FII I OR COMPS ENT NATIVE SOIL PER THE GEOTECHNICAL REPORT. ALL SLABS -CN -GRADE SHALL BE FOLNDED ON APPROPRIATE SUB -GRADE PREPARATION AS NOTED N THE CEO - ECHNICAL REPORT EXERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN V -6" BELOW FINISH GRADE, OR BY THE GECTECHNICAL ENGINEER AND THE BUILDING OFFICIAL. NTERIOR - OOTINGS SHALL BEAR NO- LESS THAN ,,2 INCHES BELOW FINISH FLOOR. FOUNDATION STEM WAL. S: UNI FSS OTHERWISE NOTED ON THE DRAWINGS, THE MAXIMUM UNBALANCED SOIL CONDITION FOR ALL FOUNDATION STEM WALLS (DIFFERENCE IN ELEVATION BETWEEN INEROR & EXTERIOR SOIL GRADES) SIIA_L BE 2' -6". MAINA.N A MINIMUM 8" SEPARA ION BETWEEN J NISH GRAD= & UNTREATED WOOD FRAMING. BA'RFILLING: SACKFUL BEHIND FOUNDATION WALLS SHALL BE OF FREE -DRAIN NC MATERIAL PLACED IN MAXIMUM LOOSE LIFTS OT 12 ". BACKFILL SHALL _ BE COMPACTED USING HAND OPERATED EQUIPMENT ONLY. -H- CONTRACTOR SHALL REFRAIN FROM OPERATING HEAVY EQGIPVEN- BEHIND RE-AINING & FOGNDATION WALLS WITHIN A DISTANCE EQUAL TO OR GREATER THAN THE HEIGHT OF THE WA'-L, UNLESS 0- HERWISE APPROVED BY TLE ENGIN6`_R. COMPACTION: UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER, OOTNGS SHALL BE PLACED ON COMPACTED MATERIAL AND SHALL BE WELL-GRADED GRANULAR MATERIAL WITH NO MORE THAN 5% PASSING A #2 SIEVE. FILLS PLACED SHALL BE IN VAXIMUM 8" LIFTS AND A'__ BEARING SOILS SHALL BE COMPACTED TO 95% MAXIMUM DENSITY AT OPTIMJM MOISTURE CONTENT USING THE MODIFIED PROCTOR TEST. CAST -IN -PLACE CONCRETE REFERENCE STANDARDS: CONFORM TO: (1) ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY (2) INC CHAPTER 19. FIELD REFERENCE -HE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANJAL, SP -15, "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 30') WITH SELECTED ACI AND ASTM REFERENCES." CONCRETE MIXTURES: CONFORM TO ACI 318 OIAPTER 5 "CGNCR`_IE QUALITY, MIXING, AND PLACING. MATFRIAS: CONFORM TO ACI 318 CHAPTER 3 "MATERIALS" FOR REQUIREM -NTS FOR CEMENTI -IOUS MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES. SUBMITTALS: PROVIDE ALL SLBM I IALS REQJIRED BY ACI 301 SEC 4.12 SUUMIT MIX DESIGNS FOR EACH MIX IN THE TABLE BELOW. MIX DESIGN NOTES: (1) W/C RATIO: WATER - CEMENTITIOLS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. RATIOS NOT SHOWN IN THE TABLE A30VL AHE CON - ROLLED BY STRENGTH REQUIREMENTS. (2) CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTI -ER POZZOLANS, SILICA FJME, OR SLAG SHALL CONFORM -0 ACI 301 SEC 4228.1. MAXIMUM AMOUNT OF FI Y ASH SHALL BE 20% OF TOTAL CEMENTITIOUS CONTENT UNLESS REVEWED AND APPROVED OTHERWISE BY SER, (3) AIR CONTENT: CONFORV TO ACI 301 SEC 4.2.2.4. HORIZONTAL EXTERIOR SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USF "MODERATE EXPOSURE ". VERTICAL EXTERIOR SJRFACES REQUIRE " MODFRAE EXPOSURE ". TOLERANCE IS +/- 1 -112%. AR CONTENT SHA__ BF. MEASURED AT POINT OF PLACEMEN (4) SLUMP: CONFORM TO AC 301 SEC .22.2. SLUM' SHALL BE DETERMINED AT POINT OF PLACEMEN . (5) NON- CHDRIDE ACCELERATOR: NON -CH ORIDE ACCELERATING ADMIXTURE MAY BE JSED IN CONCRETE SLABS PLACED A AMBIENT TEMPERATURES BELOW SOIL AT -HE CONTRACTOR'S OPIICN. HANDLING PLACING CODSTRLCTNG AND CURING: CONFORM TO ACI 301 SEC 5. SUBMITTALS: HD TABLE OE MIX DESIGN REQUIREMENTS WTH AISC SPECIFICATION SEC MEMBER STRENG -H TEST AGE MAXIMUM MAXIMUM AIR T'PE /LOCA ION PSI (DAYS) AGGRECATE W/C RATIO CONTENT FOUNDATIONS - 3000 28 1' 0.52 - WALLS EXTENDING ABOVE GRADE BOI IS ASTM A325 BOTTOM PLATE & FDGF MEMBER NUTS EXTERIOR SLABS-ON-CRADE 3000 28 1" CAB 5% INTERIOR SLABS -ON -GRADE moo 28 1" 0.48 - MIX DESIGN NOTES: (1) W/C RATIO: WATER - CEMENTITIOLS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. RATIOS NOT SHOWN IN THE TABLE A30VL AHE CON - ROLLED BY STRENGTH REQUIREMENTS. (2) CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTI -ER POZZOLANS, SILICA FJME, OR SLAG SHALL CONFORM -0 ACI 301 SEC 4228.1. MAXIMUM AMOUNT OF FI Y ASH SHALL BE 20% OF TOTAL CEMENTITIOUS CONTENT UNLESS REVEWED AND APPROVED OTHERWISE BY SER, (3) AIR CONTENT: CONFORV TO ACI 301 SEC 4.2.2.4. HORIZONTAL EXTERIOR SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USF "MODERATE EXPOSURE ". VERTICAL EXTERIOR SJRFACES REQUIRE " MODFRAE EXPOSURE ". TOLERANCE IS +/- 1 -112%. AR CONTENT SHA__ BF. MEASURED AT POINT OF PLACEMEN (4) SLUMP: CONFORM TO AC 301 SEC .22.2. SLUM' SHALL BE DETERMINED AT POINT OF PLACEMEN . (5) NON- CHDRIDE ACCELERATOR: NON -CH ORIDE ACCELERATING ADMIXTURE MAY BE JSED IN CONCRETE SLABS PLACED A AMBIENT TEMPERATURES BELOW SOIL AT -HE CONTRACTOR'S OPIICN. HANDLING PLACING CODSTRLCTNG AND CURING: CONFORM TO ACI 301 SEC 5. SUBMITTALS: HD MODEL (1) SUBMIT SHOP DRAWINGS IN ACCORDANCE WTH AISC SPECIFICATION SEC M' "SILOP DRAWINGS. (2) SUBMIT WELDER'S CERTIFICATES VERIFYING QUALIFICATION WITHIN PAST '2 MONTHS. MAIERIALS'. FASTENERS REQUIRED STRUCTURAL WE SHAPES ASTM A992, FY = 50 4SI TYPE BARS & PATES ASTM A36, FY = 35 KSI (20) 1/a °0x21/2" SAO HSS STRUC URAL TUBING ASTM A500, GRADE B, FY - 46 KSI BOI IS ASTM A325 BOTTOM PLATE & FDGF MEMBER NUTS ASTM A563 OR ASTM A194, GRADE 2H THREADED RODS ASTM A36, FY - 36 KSI pERIODIC WELDING ELECTRODES L /GXX W EXPANSION ANCHORS HILT' OR SIMPSON 913, 3 ADHESIVE ANCHORS HILT' HY -150 MAX OR SIMPSON SET CONCRETE. SCREWS SIMPSON THEN HD FABRICATE SPECIMENS FOR STRENGTH TESTS, WFI DING: CONIFORM TO AWN D1.1. WELDERS SHALL BE CERTIFIFD IN ACCORDANCE WI -H REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. ANCHORS: EXPANSION & ADHESIVE ANCHORS SHALL BE AS SP- CIFIED OR SEE APPROVED EQUAL WITH CURRENT IOC REPOR -. AND MANUFACTJRERS INSTRUCTIONS. INSTAL_ ANCHORS IN STRICT ACCORDANCE TO IOC REPORT FABRICATION /PRFCTION CONFORM TO AISC SPECFICATON SEC M2 "FABRICATION ", AISC CODE SFC 6 "FABRICATION AND DELIVERY" AND AISC CODF SEC 8 "QUALITY CONTROL° SHOP PAINTTINQ CONFORM TD AISC SPECIFICATION SEC M3 AND AISC CODE SEC 6.5. DO NOT PAINT STEEL -0 BE EMBEDDED - - R BUILDING FINISIL DO ROL PAN - IN coNCRE E, nREPROOrED, OR coNG aLED BY THE INIERIo SURFACES TO BE FIE D WFI DFO All OTHFR INTERIOR STEEL SHAT BE PAIN -ED WITH ONE COAT OF GREY SHOP PRIMER. FIELD TOUCH -UP PAINTING SHALL BE WITH PRIMER FOR EXPOSED INTERIOR SLRFACEC ERECTION: CONFORM TO AISC SPEC FCA TON SEC Mx " ERECTON" AND AISC CODE SEC 7 "ERECTION," STEEL WORK SHALL ZL CARRIED UP "RU- AND PLUMB WITHIN THE LIMITS DEFINED IN AISC CODE SEC T ". BRACING: THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING BY AISC SPECIFICATION SEC M L 2 "3RACING' AND AISC CODL SEC 7.9 "TEMPORARY SUPPORT OF STRUCIURAL STEEL FRAMES." WOOD FRAMING REFERENCE STANDARDS: CONFORM TO (1) IBC CHAPTER 23 "WOOD ", (2) NDS ANID NDS SUPPLEMEN- - "NATIONAL DESIGN SPECIFICATION FOR WOOD CCNSTRUC -ION ", 3) APA REP�OR- T98 -22 - "NAIL PENETRATION AND FRAVING SPECIFIC GRAVITY FACTORS FOR SHEAR WALLS AND DIAPHRAGMS ". IDENTIFICATION; ALL SAWN LUMBER AND 'RE- MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRAD-- VAi2K OR A CERIIHCAIE Of INSPECTION ISSUED BY IHL CERTIFYING AGENCY. MATERIALS: - SAWN LUMBER: CONFORM TO GRADING RU ES OF WWPA, WOLF OR NLGA. FINGER JOINTED STUDS ACCLPIAIUC AI INIFRICH WAITS ONIY. MEMBER USE SIZE SPECIES GRADE STUDS & POSTS 2x, 4x HEM -FIR NO. 2 JOISTS 2x6 - 2x12 HEM -FIR NO. 2 BEAM'S xx8 - x12 -EM -FIR NO. 2 BEAM'S 6x8 - 6x12 HEM -FIR NO. 1 POSTS & TIMBERS 6x, 8x DOUG -FIR NO. 1 - GLUED LAMINATED TIMBER: CONFORM TO AI C 117 "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUE- LAMINATED TIMBER OF SOFTWOOD SPECIES, MANUFACTURING AND DESIGN" AND ANSI /AITC A190.1 "STRUCTL,RAL CLUED LAMINATED TIMBER," CAMBER ALL CLUED LAMINATED MEMBERS BEAMS TO 2000' RADIOS, UNLESS CLOWN OTHERWISE ON THE PLANS. VEER USE SZES SPECIES STRESS CLASS USES BEAM'S ALL DF /DF 24F -1.8E SIMPLE SPANS - WOOD STIRUCTJRAL SHEATHING (PLYWOOD)_: WOOD APA -RATED STRUCTURAL SHEATHING INCLUDES: ALL VFN =FR I'IYWOOD, ORIENTED STRAND BOARD, WATERHOARD, PARTICLEBOARD, 11 -11 SIDING, AND COMPOST - -ES OF VENEER AND WOOD BASED MATERIAL CONFORM TO PRODUCT STANDARDS PS -1 AND PS -2 OF THE IE,S. DEP-. OF COMMERCE AND THE ANFRICAN PLYWOOD ASSOCIATION (APA). MINIMUM APA RATING LOCATION THICKNESS SPAN RAT..NG PLYWOOD GRADE EXPOSURE ROOF 15/32" 32/16 C -D 1 WALLS 15/32" 32/16 C -D 1 NAILS AND STABLES I CONFORM TO IBC SEC 2303.6 "NAILS AND STAPLES." UNESS N 0 D ON PLANS, NAIL PER IBC TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAILS SHA -L BE COMMON. NAIL SIZES SPECIFIED ON IHE - DRAWINGS ARE BASED ON THE FOLLOWING SPLCIFICATONS: SSE LENGTH DIAMETER 8d 2 -112" 0.131" 10d 3" 0.148" 12d (16d SINKER) 3 -1/4" 0.148" 16d 3 -112" 0.162" - LAG BOLTS BOLTS CONFORM TO ASTM ACHE, - WOOD IT FDOWN SYSTEMS' HO_DOWNS SPECIFIED ARE AS MANUFACTURED BY SINPSON ANCHOR TIE -DOWN Co., INC. ADDTTONAI FRAMING MEMBERS SHAL_ BE 'ROVIDFD FER THE SYSTEM REQUIREMENTS. ACCFPTABIF EQUIVALENT PRODUCT SUBSTITUTONS ARE AVAILABLE =ROM OTHER MANUFACTURERS WI-I -I SEE APPROVAL. NAILING REQJIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH BC TABLE 2304.91 "FASTENING SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. NAILING -OR ROOF /FLOOR DIAPHRAGMS /SHEAR WALES SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTJRL IHE SURFACE OF SHEATHING. STANDARD LIGHI -NAME CONSTRUCTION. UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO INC SEC 2308 "CONVENTIONAL LIGHT -FRAM= CONSTRUCTION" AND IBC SEC 2304 "GENERAL CONSTRUCTION REQUIREMENTS." (1) WALL FRAMING: UNLESS OTHERWISE NOTED, ALL INTERIOR WALLS SHALL BE 2X4 @ 16 "OC & ALL EXTERIOR WALLS SHALL BE 2X6 @ 16 "OC. PROVIDE (2)BUNDLED STUDS MIN AT WALL ENDS & EACH SIDE OF ALL OPENINGS. ONO, ALL SOLID SAWN LUMBER LEADERS SHALL BE SUPPORTED 3v A VINiMLM OF (1)TRIM & (1)KING STUD & ALL GLULAM OR ENGINEERED WOOD HEADERS BY (2)TRIM & (2)KING STUDS. AT FRAMED WALLS, UNO, Al I SCI ID SAWN LUMBER BEAMS SHAI I B- SJPPORTED ON A MIN MUM OF (2) BUNDLED 2X STUDS & ALL GLULAM OR FNGINFFRED WOOD BEAMS ON A MINIMUM 0- (3) BUNDLED 2X SIUDS. STITCH -NAIL BUNDLED STUDS WIIH ())10D @ 12 "OC. UNO, ALL INH PIOR & EXTERIOR HEADERS SHALL BE 4X6. PROVIDE SOLID BLOCKING THRU FLOORS TO SUPPORTS BELOW FOR BEARING WALLS & POSTS. ONO, ATTACH BOTTOM RATES OF STUD WALLS TO WOOD FRAMING BELOW WTH 16D @ 12 "OC OR 10 CONCRETE WITH 5 /8 " -DIA. ANCHOR BOLTS X 7" FMBFDMENT A- 48 "OC, RLFLR TO SHEAR WALL SC- IEDU_E FOR SPECFC SHEATHING, STUD, & NAILING REQCREMENTS AT SHEAR WALLS. ONO, PROVIDE GYPSUM SHEA -HIG ON INTERIOR SURFACES AND PLYWOOD SHEATHING ON EXTERIOR SURFACES. (2) ROOF /FLOOR _ FRAMING: UNLESS OTFERWIS- NOTED, PROVIDE DOJBLE JOISTS /RAFTERS UNDER ALL PARALLEL BEARNG PARTI IONS AND SOLID BLOCKING AT AL_ BEARING POINTS. PROVIDE DOUBLE JOISTS AROUND ALL ROOF /FLOOR OPENINGS. LED, MULTI - JOISTS /RAFTERS SHALL BE STITCH - NAILED TOGETHER WITH (2)10D @ 12 "OC. PROVIDE ROOF SHEATHING EDGE CLIPS CENTERED BETWEEN FRAMING A- UNBLOCKED PLYWOOD EDGES. ALL FLOOR SHEAFING SIA_L I'AVL TONGUE AND GROOVE JOINTS OR BE SUPPORTED BY SOLID BLOCKING. ALLOW '/8" SPACING AT ALL PANEL EDGES AND ENDS OF ROOF /FLOOR SHEATHING. ROOF /FLOOR SHEATILING SHALL BE LAID FACE GRAN PERPENDICJLAR TO FRAVING MEMBERS. MOISTURE CUNT -NT. WOOD MATERAL USED FOR TFIS PROJECT SHALL HAVE NAXIVUM MOISTURF CONTENT OF '97 EXCEPT FOR THE PRESSURE- TREATED WOOD SILL PLATE. PRESERVATIVE TREATMENT WOOD MATERIALS ARE REQJIRED _0 BE "TREATED WOOD" UNDER CERTAIN CONDITIONS IN ACCORDANCE WITH IBC SEC 2'04.11 "'ROTECTION AGAINST DECAY & TERMITES CONFORM TO THE APPROPRIATE STANDARDS OF THE AVERICAN WOOD- PRESERVERS ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUED LAMINATED TIMBER, ROJNO POLES, WOOD PILES & MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSO) QUALITY ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK. METAL CONNECTORS /PT WOOD. DEI RECOMMENDS EAT ALL MEHN HARDWARE & FASTENERS IN CONTACT WITH PRESSURE TREATED UMBER BE STAINLESS STEEL TYPE 316E AT THE OWNER'S RISK & DISCRETION, HOT- DIPPED GALVANIZED METAL FARDWARE ANC FASTENERS MAY BE INVLSIIGAIED FOR USE IN FILE, OF SIAINLLSS STEEL PROVIDED THAT THE FINISF HAS A MIN MUM ZINC CONTENT OF AT LEAST 1.85 OZ /SF AND ITS USE IS COORDINAFD BY NE CONTRACTOR AND WOOD SUPPLIER FOR THE EXPECTED ENVIRONMENT AID MOISTURE EXPOSURE FOR APPROPRIATE JOE BASED ON NE METHOD OF PRESERVATIVE TREATMENT OF THE WOOD, SHEAR WALL HOLDOWN SCHEDULE HD MODEL FRCQULNCY OT I END STUD INSPECTION m ANCHORAGE TYPE,.,,,, FASTENERS REQUIRED 1. INSPECP-.ON OF REINFORCING SIELL AND M -I IR TYPE # m SS'TB28 (20) 1/a °0x21/2" SAO a,1 TYPE -1 HDU8 (3) 2x STUDS 5,665 BOTTOM PLATE & FDGF MEMBER HARDENED CONCRETE. PERIODIC WOOD SCREWS 1912.1 4, VERIFYING USE OF REQUIRED DESIGN MIX NOTES: 1, H01 DOWNS SPECIFED ARE AS MANUFACTURED BY SIMPSON ANCHOR TIE DOWN CO., INC; ACCEPTABLE EQJIVALENT PRODUCT SUBSTITUTIONS ARE AVAILABLE FROM OTHER MANUFACTURERS WIT- SER APPROVAL, 2. IEocAT A IE HOEDOWNS ATE V D S OF ALL SHEAR WALLS & FASTEN TO BUNDLED END STUDS. E 3. BUNDLED END STLDS SFOULD BE STITCH- NAILED TOGETHER USING MINIMUM (2) 16d @ 10 "OC, JUG. 4. LOCATE "HDU #" HOLDOWUS AT CONCRETE FOUNDATION IFVEL. 5. ALL HOLDOWN ANCHOR DO -S SHALT_ BE MN 6" FROM CONCRETF WA .I FI DS. 6. INSTALL ALL HOEDOWN HARDWARE PER MANJFAC JRER'S INSIRUCHONS & RECOMVENDATONS. TYPICAL HOLDOWN SCHEDULE FA THE FOI.I OWING COMPRISES THE SPECIAL INSPECTION PARAMETERS REQUIRED FOR THIS PROJECT, AS SET FORTH IN SECTION 1705 OF THE 2009 IBC. THE SEISMIC FORCE - RESISTING SYSTEM & DESIGNATED SEISMIC SYSTEMS LISTED BELOW ARE SULJECT TO SPECIAL INSPECTIONS 10 VERITY INSTALLATION IN CONFORMANCE WITH THE CONSIRUCHON DOCUMENTS. SEISMIC FORCE- RESISIING SYSTEM(S),: - LGHf FRAME WALLS WITH (WOOD) SHEAR PANELS, DESIGNATED SEISMIC COMPONENTS: - PLYWOOD SHEATHED SHEAR WALL PANELS - PLYWOOD ROOF D- APHRAGMS - SHEAR WALL HOEDOWNS - COLLECTORS (DRAG STRAPS, METAL HARDWARE) DIAPHRAGM CHORDS (TOP PLATE SPLICES) THE SPECIAL INSPECTOR(S) SHALL DISTRIBUTE SPECIAL INSPECTION AND TESTING REPORTS TO THE OWNER OR OWNFR'S REPRESENTATIVE, THE ENGINEER OF RECORD, AND THE BUILDING OFFICIAL AT THE TIME OF COMPLETION OF WORK FOR EACH SPECIAL INSPECTION ITEM INCLUDED ABOVE, NOTIFY THE ENGINEER OF RECORD FOR REVIEW OF ANY DISCRE'ANCIES THAT CANNOT BE FIELD CORRECTED TO CONFORM TO THE CONSTRUCTION DRAWINGS AND /OR REFERENCE STANDARDS WITHOUT MODIFICATION, DAMAGE TO, OR OTHERWISE ALTERING THE STRUCTURAL MEMBERS, MATERIALS, OR SYSTEMS. THE ENGINEER OF RECORD MAY PERFORM STRUCTURAL OBSERVATIONS OF THE GRAVITY AND ATFRAI. FRAMING SYSTEMS AI OUR DISCRFTION. STRUCTURAL OBSLRVAIION REOHIS Will BE DISTRIBUTED SIMILARLY TO TH° SPECIAL INSPFCTION AND TESTING REPORTS IF PERFORMED. SCHEDULE OF STRUCTURAL SPECIAL INSPECTION REQUIREMENTS VERIFICATION AND INSPECTION FRCQULNCY OT REFERENCE STANDARD* IBC REFERENCE INSPECTION m WOOD- FRAMED 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION (PARTIAL TABLE) 1. INSPECP-.ON OF REINFORCING SIELL AND PERIODIC ACI 318: 35, 7.1 -7.7 1913.4 PI ACFMFNT. D D 3 v E'0 K _ 2. INSPECTION OF ANCHORS INSTALLED IN n h ACI 318: 3.8.6, 8.1.3, BOTTOM PLATE & FDGF MEMBER HARDENED CONCRETE. PERIODIC 21,2.8 1912.1 4, VERIFYING USE OF REQUIRED DESIGN MIX pERIODIC ACI 318: CH. 4, 52 -O,T 190422, 191 3Q, W SHEAR LOAD SW SW SHFAIHING 913, 3 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO «cvdo o o E FABRICATE SPECIMENS FOR STRENGTH TESTS, TYPE APA -RATED ASTM C 172 PANEL EDGES TOP PLATE BELOW PERFORM SLUMP AND AIR CONTENT TESTS, CONTINUOUS ASTM C 31 1913.10 AND DETERMINE IIIL ILMPLHAIURE OF THE ACI 318: 5.6, 5.8 WOOD FRAMING BELOW AT FRAMING CONCRETE CONCRETE. FOUNDATIO [1, 2, 12] 6. INSPECTION OF CONCRETE PLACEMENT FOR CONTINUOUS . ACI 318: 59 510 . 1913.6, 1913.7, PROPER APPH CATION TECHNIQUES. , 1913.8 T INSPECTION FOR MAINTENANCE OF SPECIFIED PERIODIC ACI 318: 5.11 -5.13 1913.9 CURING TEMPERATURE AND TECI'NICHES. @ 6"OC 1707.3 INSPECTION OF WOOD CONSTRUCTION (PARTIAL TABLE) 2. SHEAR WALL SCREW SIZE & SPACING (SCREWS < 4 "OC), ANCHOR BOLTS, WASHERS, PERIODIC STRUCTURAL DRAWINGS /MFR INSTRUCTIONS HOEDOWNS 1 COLLECTOR INSTALLATION (DRAG STRUTS) PERIODIC STRUCTURAL DRAWINGS 4. DIAPHRAGM CHORDS (TOP PLATE SPLICES) PERIODIC STRUCTURAL DRAWINGS 5, WOOD MOISTURE CONTENT < 19% PERIODIC AF &PA /STRUCTURAL_ DRAWINGS FOR SI: 1 INCH - 25.4 NM * WHERE APPLICABLE, SEE ALSO IBC 2009, SEC ION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. A REGISTERED /CERTIFIED AGENT IN ACCORDANCE WITH PROJECT JURISDICTION SPECIAL INSPECTION TABLE SCALE: NONE � \ / SCALE: N.T.S. m WOOD- FRAMED SHEAR WALL SCHEDULE o2- B v0 °��'a'o w N J I FOR HEM- FIR/DOUG -FIR1 STUD FRAMING D D 3 v E'0 K _ o n h BOTTOM PLATE & FDGF MEMBER SILL PLATE REQUIREMENTS ° E "- V/ RIM JOIST OR 8 OCKING REQUIREMENTS [3, z 131 � W SHEAR LOAD SW SW SHFAIHING NAIL SIZE & ATTACHMENT TO «cvdo o o E CAPACITY (PIED) TYPE APA -RATED SPACING @ PANEL EDGES TOP PLATE BELOW SHEAR NAILING TO BOTTOM R ANCHOR BOLT TO SILL R AT (SEISMIC /WIND) r WOOD FRAMING BELOW AT FRAMING CONCRETE FOUNDATIO FOUNDATIO [1, 2, 12] [4, 5, 6] [tl, 9] DS] E 10] 11,15] SW -6 15/32' CD -TEXT 0.'31 "0 x 21/2" CLIP @ 18 "OC 0.148 "0 x 31/4" @ coc 2x 1 /e'0 @ 48 "OC P.T. 2x 260 / 365 @ 6"OC a a N w °oQ« av�m NOTES: 1. INSTALL PANELS EITHER dORIZONTAIIY OR VERTICALLY 2. WHERE SHEATHING IS APPLIED ON 30TH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL HE STAGGERED SO THAT JOINTS ON OPPOSITE SIDES ARE NOT LOCATED ON IIIL SAME STJDS, 3. 3 OCKING IS REQUIRED A ALL PANEL EDGES_ 4. 'ROVIDE SHEAR WALL SHEA -HIND AND NAIL'NG FOR EN IRE LENGTH OF THE WALLS INDICATED ON ARE DESIGNATED BY WINDOWS OR DOORWAYS OR AS THE PLANS. ENDS OF FILL- HE GHT WALLS L DIES , DESIGNATED ON PLANS. FOLDOWN REQUIREMLNIS "_R PLANS. 5. SHEAR WALLS DESGNATED AS PERFORATED SHEAR WAIIS REQUIRE SHEATHING, SHEAR WAII NAILING, ETC. ABOVE AND BELOW ALL OPENINGS). 6. SHEATHING EDGE NAILING IS REQUIRED AT ALL HOEDOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD ISED IN BU LT -UP HOEDOWN 'OS-S. ADDITIONAL INFORMATION PER IIOLDOWN SCHEDJLE & DETAILS. T INTERMEDIATE FRAMING TO BF 2x MINIMUM MEMBERS. A ACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.131 "0 x 21/2" NAILS A- 12 "OC WHERE STUDS ARE SPACED AT 16 °OC AND 0.131 "0 x 21/2" NAILS AT 6 "OC WHERE STUDS ARE SPACED AT 24 "OC. B. BASED ON 0,131 "0 x 11/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131 "0 x 2112" NAILS WHERE INSTALLED OVER SHEATHING. 1 FRAMING CUPS. SIMPSON "A35" OR "LTP5" OR APPROVED EQUIVALENT. WOOD- FRAMED SHEAR WALL SCHEDULE SCALE: NONE 10. ANCHOR BOI. TO SHAT I BF PROVIDFD WTH HOT DIPPED GALVANIZED STEEL PLATE WASHERS 3"x3"x0.229 "(MIN). THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16"x13/4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER TO EXTEND TO WITHIN 112" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. WHERE SHEAR WALLS ARE SHEATHED ON BOTH SIDES OF 2x6 WALL FRAMING, USE 4.5 "x45 "x0.229 "(MIN) PLAID WASHERS EMBLD ANCHOR BOLTS /" MINIMUM INTO IIIL CONCRETE. 11, PRESSURE TREATED MAILHIAL CAN CAUSE EXCESSIVE CORROSION IN THE TASIENERS, PROVIDE H01- DIPPED GALVANIZED (ELECTRO- PLAING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS ADDHIONAL IN- ORMAHON PER SIRUCIJRAL NOTES. 12. WHERE WOOD SHEATHING IS APPLIED OVER GYPSUM SHEATHING, CONTACT THE FNGINFFR OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. 11 AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2X STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING. 14. CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHES VE OR EXPANSION BOLT ALTERNATIVES TO CAST -IN -PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. 15, NAIL STUDS 10 Sx BOIIOM /SILL PLAITS WIIH TILER (2) 0.148 "0x4" END NAILS OR (4) 0.131 "OO21 /2" TOENAILS. 0508 N z o � o > o a � w U o � w z r o g z a w 0 OL 0 0 � o w m w o � N � o r z z w t= o m � N J a X m m W w m m n., ✓) M n7 m <I n n PE ICI w U ? 0) O O N , 05 0 co a (A (n O V (D w a a LLJ Y >a N N aQw m LLJ Z `� > N N wjz D W W m00 v Z 0) mNN a z'¢ W N Y V V m, a O a ��Yaa °¢ o CD m Al2 -282 - #46 -0263 ° S -1 z R � m o 0 jm o2- B v0 °��'a'o w N J I o c0 D D 3 v E'0 K _ o n h DOCN ✓ O Q ° E "- V/ aoco N � W ° «cvdo o o E Y u Z - D m rq OG F N 0 2 _co a o - 1 o ovo z a o° ¢ 0 3 coF o o a> w w 3 > � n r 0 a_ a„ E °o o$ a a N w °oQ« av�m a Al2 -282 - #46 -0263 ° S -1 z R � m o 0 w N ° 0 N J W PEE W d Q 1 _ a rc d a m O Q 5 r � W ° Al2 -282 - #46 -0263 ° S -1 z R � w r J W PEE W d Q 1 � o v a � m a 3 O Q r � W W z Y u Z - D m rq OG F N Z O U) W r d U Z Q U o - 1 o < w m o 3 z a o° ¢ 0 3 o ¢ x w z o 0 o o a> w w 3 > � n Al2 -282 - #46 -0263 ° S -1 z R 15/32" APA -RATED 'LYWOOD SHEATHING l -ACE GRAIN PERP- NDICULAR TO ROOF I FRAMING, NAIL W/ 8d @ 6 "OC EDGES, 8d @ 12"OC FIE -D (UNBLOCKED), TYR w Z J_ Q (N) TRELLIS PER ARCH N III N (N) WOOD FRAMED STD WALL �1 W/ 2x6 @ 16 "OC (E) MANSARD ROOF TRUSS J2� J` +� OVLRIIANC TO BE REMOVED HD xi y '�'(E) SHEAR WALL TO REMAN ^I �� V 3 3'/O -� `(E) STRUCT - EXTERIOR WALL TO BE REMOVED dS\ L (E) NON- STRUCT WALL -0 BE REMOVED, -YP-� SHEAR WAL TO REVAIN (E) ROOF JOIST 240C ,(TYP� UNO SLAM (E) MANSARD ROOF -RUSS OVERHANG TO BE REMOVED m t {:3561 I ) I ;c a �e �s o o' ar (E) BEAM TO BE-REMOVED . . . SHORE (E) ROOF STRUCTURE AS REO'D (N) NON- STRUCT WALL PER ARCH. IYP D ND,6 REF PARTIAL I� %jl Ol� ROOF CURB OPENING — d FRAMING PLAN EXISTING SHEATHING 0, TO fREMAIV u� —(N) TRELLS PER ARCH ROTE.: CONTRAC OR TO VERIFY ALL EXISTING CUNDIIIONS PRIOR '0 6A31ICAIION & �-ovSTRUCTION. NOTIFY DEI OF ANY DISCREPANCIES FOR FURTHER DIRECTION (E) EXTERIOR SIILAR WAII TO RFMAIN 6IIIN WALL AND ROOF FRAMING PLAN SCALE: 1 /4" = 1' -0" _1 (F) CON- ST =M WAI I TO REMAIN, TYP (E) CONC FOCTiNG @ (E) PERIMETER TO REMAIN, TYR tuna Junniv {FJA EXISTING SLAB- ON- GRrADE TO REMAIN (PROJECT) PARTIAL FOUNDATION PLAN AT NEW ADDITION SCALE: 1 /4" = 1' -0" N °o JS -TF LARGER, YP PARTIAL ROOF CURD OPENING FRAMING PLAN SCALE: 1 /p" = 1' -0" (PROJECT) o to o } o m o � z � � o � m w U O T m Z � � � z Q w Z � Q W � H O d m O w m m � � H D to � J x X m m m W m d N N2 NJ ICI V" v Gov M O M m V2 Z N O O � N J -ao co Op7 wm a 0) .`, U) 01 N n v➢' «- EL +' Q I (0 w m N o W N v0000 �a W N az LLI d o m L N N W j n Z le W 00 co m00 0 O p z Z p1 ro U) N N CV ° W N Y a V Q0, m w a m W O v ooS� ma o Di � m w T a � H w' _J m W Q v a O W a 3 O Q i � W � W z > O o U U w a Z O w 3 w a r W > a zo w z o m LL o Q o n w O z a o 0 0 0 o w o O Q 3 3 U w l in a F Al2 -282 - #46 -0263 �S 2.0 z v Gov > O M 0 9 0 O V2 O � � N J -ao �Ev� v➢' «- U) Q cO�3oo�w` D °u v0000 �a =t`�vaNa N d o m L N c IR oUF v of O O W �o Y 0 O � o o 0 N o °rnn CV ° L �V o`o'�on 3`oo ® :" m m o v ooS� H w' _J m W Q v a O W a 3 O Q i � W � W z > O o U U w a Z O w 3 w a r W > a zo w z o m LL o Q o n w O z a o 0 0 0 o w o O Q 3 3 U w l in a F Al2 -282 - #46 -0263 �S 2.0 z G N > O M 0o m � � N H w' _J m W Q v a O W a 3 O Q i � W � W z > O o U U w a Z O w 3 w a r W > a zo w z o m LL o Q o n w O z a o 0 0 0 o w o O Q 3 3 U w l in a F Al2 -282 - #46 -0263 �S 2.0 z W Z J U a U III I L (E) BEAM TO w BE REMOVED (N) W12x26 I I I I f I I� I I I I I N III � z x U r s SEAM I TO (N) STONE FACADE PER ARCH, TYR EACH SIDE ENTRY (N) CANO?y PER ARCH, A � STRUCT WA, o �-- BE REMOVED, TYP (E) BEAM TO BE REMOVED — -- i- -SHORE (L)-7 ROOF STRUCTJRF AS REQ D `% \\ V 1y I SS 4�4 }3 I a ( N z oa rr i E BAR ,X,�EO l SHORE (_) ROOF STRLCTURE AS REQ'C- i I1N is EXISTING SHEATHING TO REMAIN SHEAR WALL REMAIN "JB "' HANGER, TYP I JB FANGER, TYP I (N) 2x12 24'OG rL >I_ °I � 4 ICI m f L(E) MANSARD ROOF TRUSS TO BE REMOVED 6x8 (E) BEAM TO REMAIN PFD (E) BEAM 71 o✓t �O I (N) TREWS PER ARGH i(E) MANSARD ROOF TRUSS OVERHANG TO BE REMOVED (N) TREWS PER ARCH (N) STON- FACADE PER ARCH, TYP (N) WOOD FRAMED STUD WALL W/ 2x6 @ 15 "OC HSS 2x6 '5/32 APA -RATLD PLYWOOD SHLAIHING FACE GRAN PFRP- NDICULAR TC 300E FRAMING, NAII W/ 8d @ 6 "OC EDGES, 8d @ 12"OC HILLS (UNBLOCKED), TYP n n m � X CANO °Y PER ARCH, TYP M1<7TB CONTRACTOR TO VERIF" ALL EXISTING L CONDITIONS PRIOR -0 FA3RICATION & CONSTRUCTION. NOTIFY DEI OF ANY DISCREPANCIES FOR FURTHER DIREION 2x6 (N) WOOD FRAMED STUD WALL WE 2x6 @ 15 "OC (N) STONE FACADE FER ARCH, TYP (N) TRELLIS PER ARCH WALL AND ROOF FRAMING PLAN SCALE:1 /4" = 1' -0" PARTIAL FOUNDATION PLAN AT NEW ADDITION SCALE: ,/4" = 1' -0" 2' 6"W x 10 "DP GONG FTC W/ (3) #4 LONGIT, BOTH & 4—i#6 @ 16 "oc TRANSV, BOTH HS$ I` g So MIN \q TYP F (N) 8" CONC STEM WALL W/ #T @ 12 "0C EW CTRD, TYP, UNO (N) 1' 8 "W x 10 "DP CONC FOOTING W/ (3) #4 LONGIT, LOTT, TYP, UNO 4'/z" CONCRETE SLAB -ON -GRADE WWF 6x6- W2.ix2.1 MID - DEPTH, TYP T /SLAB EL =MATCH EXIST 1' -2" CONC STEM WALL OUR WIDIH AS FREUD IU SUPPORT STONE VENEER & BRICK COURSE) W/ #1 @ 12 "OC EW, EF (PROJECT) os of ollm l � z o w O j o a � w U w Z Z O z a 4l �1 a O a o w m N J � X m O] m m 4w w . , M 2 M \ N O \ < � M M aIIIII�I U w Z N O O r wy .�., OO O co a N W Q a CO Z M o W r a w 00 00 a m z y 0 O 900 v z0) roNNd "za m W O Y 't 't may a o J r Y d IL ° p, < m T s � a «`oa G Q o J o 0 0 V Q O Or E V v0 E o V/ o c °o °3oo°'a Boa« od p w O ooE >`owE a" a s o o t v w a L w W J W D W Q Q V < m Q 3 O Q x L m- W z q r (r U z J M 7 F CN Z O U) W i r L O z U O U N N T W m 0 3 z_ a O 0~ 3 o tt z o N 0 w o w 3 < �n V a (E) EXTERIOR WALL TO BE REMOV -D - -`• L n (E) S EM WALL TO R -MAIN — 7 N55 4xhx /TYP 3 C *.wd (Ni o . PER hs- I (F) GONG STEM WALL To REMAIN, TYP � SO C) c (E) CONC FOOTING @ (E) (E) •O PERIMETER TO REMAIN, TYP E L d'; 4I -A �,�G B0� ExISTINC SLAB -ON -GRADE TO REMAIN (E) EXTERIOR WALL TO BE RE WALL TOE REMAIN PARTIAL FOUNDATION PLAN AT NEW ADDITION SCALE: ,/4" = 1' -0" 2' 6"W x 10 "DP GONG FTC W/ (3) #4 LONGIT, BOTH & 4—i#6 @ 16 "oc TRANSV, BOTH HS$ I` g So MIN \q TYP F (N) 8" CONC STEM WALL W/ #T @ 12 "0C EW CTRD, TYP, UNO (N) 1' 8 "W x 10 "DP CONC FOOTING W/ (3) #4 LONGIT, LOTT, TYP, UNO 4'/z" CONCRETE SLAB -ON -GRADE WWF 6x6- W2.ix2.1 MID - DEPTH, TYP T /SLAB EL =MATCH EXIST 1' -2" CONC STEM WALL OUR WIDIH AS FREUD IU SUPPORT STONE VENEER & BRICK COURSE) W/ #1 @ 12 "OC EW, EF (PROJECT) os of ollm l � z o w O j o a � w U w Z Z O z a 4l �1 a O a o w m N J � X m O] m m 4w w . , M 2 M \ N O \ < � M M aIIIII�I U w Z N O O r wy .�., OO O co a N W Q a CO Z M o W r a w 00 00 a m z y 0 O 900 v z0) roNNd "za m W O Y 't 't may a o J r Y d IL ° p, < m T s � a «`oa G Q o J o 0 0 V Q O Or E V v0 E o V/ o c °o °3oo°'a Boa« od p w O ooE >`owE a" a s o o t v w a Al2 -282 - #46 -0263 0 z. S -2.1. w L w W J W D W Q Q V < m Q 3 O Q x L m- W z r (r U z J M 7 F CN Z O U) W i r L O z U O U N N T W m 0 3 z_ a O 0~ 3 o tt z o N 0 w o w 3 < �n V a Al2 -282 - #46 -0263 0 z. S -2.1. w "O x 2410NC SMOOTH BAR @ 24 "OC, GR- ASE ONE SIDE N DOWLL INSLR' WWF REIN- CRCING ' -R PLAN Tx x�x— —xx x. PER PLAN COMPACTED GRAVEL OR SUBGRAD- PREPARATION PER GEOTECH REPORT CONCONSTRUCTION JOINT - COMPETENT NATIVE SCL OR CON COMPACTED STRUCTURAL FILL OR PER GEOTECH REPORT SAWCUT OR I1 /2" PR- MOLDED JOINT WWF REINFORCING PER MAN x P—x —x x x PER PLAN 4" COMPACTED GRAVFI OR SJBGRADE PREPARATION PER GEOTECF REPORT CONTROL JOINT COMPETENT NAIVE SOIL OR COMPACTED STRUCTURAL ELL OR PER GEOTECH REPORT NOTES: 1. FOR CONS-RUCTION OR CONTROL JOINT LOCATIONS REFERLNC_ FOUNDAIION /SLAB PLAN 2. USE "SOFTCUT SAW" AS SOON AS POSSBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. SAWCUI ALONG SHORT DIRECTION OF POUR FIRST 3. PROVIDE CONSTRUCTION /CONIRCL JCINI 10 `_INCLOSE APPROXIMATE SQUARE AREAS OF 225 SF MAX TYPICAL SLAB ON GRADE JOINT DETAILS / EXISTING SLAB/ NEW SLAB / STEM WALL AND --_ _ -. - - -- --- FOOTING PER PLAN FOUNDATION FOUNDA iON #4 x 241 DOWEL W/ 4" EMBED NTO (E) FOUNDATION W/ HILTI HIT -RE 150 EPDXY @ 18 "OC STEM WAII (E) SLAB ON GRADE TO MA-CH REINFORCING IN NEW SLAB REINFORCING PER PIAN WIICRF OCCURS ° REIN=CRCING P -R PLAN / MA-CH f SLAB �T//F) WAII • ° q - M x. —xx 0 4' EMBED (E) STEM WAL_ & F OOTIVG NEW SLAB CONNECTION AT EXISTING SLAB/WALL I L SCALE: N.T.S. SCALE: 1" (E) RCOF SHEATHING (N) 2x4 BLOCKING (E) ROOF SHEATHING E 2x12 ROOF JOIST (TRM TO FIT) @ 24 "OC & O AT EACH ENO of wA11 (e) zxiz RocF alsT (2) 10d END NAILS, EYE @ 3 /(E) CEILING BLOCKING THRU JOIST 8C v w w a� (N) DID CLIP EA TRUSS ABOVE, ADD (N) DIG c1IP FncH Jo1s1 OR (N) 2x 10' 't BLOCKING AS REQ'D `0 MAKE CONNECTION (N) AN TOP P TRJSS ABOVE SHEATHING PER ARCH /2"0 EXPANSION BOLT TO (A SLAB @ SHEATHING PER ARCH t/2 "0 EXPANSION BOLT TO (E) SLAB @ O 32 "OC, MN (2) A.B. PER WALL SEGVENT i 1 32'bC, MIN (2) A.B. PER WALL SEGMENT 1 1N) NON- S"RUCTURAT (AIT: 112'0 SIMPSON THEN H.D. A.B.) (V) NON- STRUCTJRAL WALL 'ER PLAN (A T: 12 "0 SIMPSON TI EN I.D. A.B.) WALL PER AN P.J. 2x 30110M ? P.T. 2x BOTTOM EL -Nw m v"' M w (E) SLAB ON -GRADL n m (E) SLA9 ON GRADE T/(E) SLAB T /(E) SLAB NON -STRUC WALL PERPENDICULAR TO JOISTS 5 NON -STRUC WALL PARALLEL TO JOISTS 6 SCALE: 1" = 1' -0" J SCALE: 1" = 1' -0" J ROOF FRAMING PER PI AN & DFTAII S T NJMBER OF STUDS - - -- FINISHES PER ARCd �IS /p" APA -RATED PLYWOOD PER PLAN, (2) MIN SLAB-ON-GRADE DEWPER THREADED RODS INTO (F) ,ONCRFTF SLAB (OR STEM WALL) @ WAI I. ENDS IilLll IIIT -RE 500 -SD W/ EDGE NAILING PER — DOUBLE TOP PLATE SHEAR WA_L SCHEDULE, (N) STUFF WALL P =R PLAN - STAGGERED BLOCKING @ SHEAR WALL STUDS @ 16 "OC, EYE (N) SLAB -ON -GRADE SHEATH NO PANEL EDGES YL D FAILING PER SHEAR WA T /(N) SLAB - SHEATHING &NAILING PER SCHEDILE S'1EAR WALL SCHEDULE -- MATCH (E) HOEDOWN PER PLAN & HOEDOWN SCH=DCI= a / P T SILL PLATE PER SITI WAL SCHEDULE III— — ° T /SLAB —--- 1- - - -� -- SLAB -ON -GRADE PER PLAN ,III - ° L u THREADED ROD PER SHEAR WA_L SCHEDULE FOUNDAT WA_L (N) FOUNDAIOV (M N %:0 @ 48 DC, d.. 0 PETMIET RSTEM EMBED 7 °) - ° FOOTING PER METER -d . TYPICAL SHEAR WALL ELEVATION SCALE: N.T.S. MA CH T /(E) FTG K � U FACE OF EXISTING CONCRETE WALL 6" EMBED EYE 2' -0" IYP d - TI d da (E) STEM WALL & FOOTING ]SWIFTS TO MATCH HOR17ONTAI REINFORCING W/ 6" EMBED W/ HILTI HIT -RE 150 EPDXY T /YNISH GRAD= . NEW FOUNDATION CONNECTION TO EXISTING SCALE:3 /4° = 1' -0" O Z U z s w CL U 0 � w #4 x 24" EXTERIOR FINISHES PER ARCd �IS /p" APA -RATED PLYWOOD MA CH T /(E) FTG K � U FACE OF EXISTING CONCRETE WALL 6" EMBED EYE 2' -0" IYP d - TI d da (E) STEM WALL & FOOTING ]SWIFTS TO MATCH HOR17ONTAI REINFORCING W/ 6" EMBED W/ HILTI HIT -RE 150 EPDXY T /YNISH GRAD= . NEW FOUNDATION CONNECTION TO EXISTING SCALE:3 /4° = 1' -0" O Z U z s w CL U 0 � w #4 x 24" @ 16 "OC, EMBED 21/2° INTO (1/2 IMPLAN SET EPDXY (F) gIAA- nN- raAnF— SLAB-ON-GRADE DEWPER THREADED RODS INTO (F) NEW SLAB TO EXISTING SLAB -ON -GRADE SCALE:1" = 1' -0" SHEATHING W/ 8d 6 "CC PANEL EDGES & 8d @ 12 "OC FIELD, TYP ,---(N) 2x4 STUD WALL @ 16 "OC HSS CowVN PER PLAN BOTTOM R W/ 16d @ fi "OC �EDGE NAZI ING 24" #4 x @ 21" OC. �P.T. 4x10 LEDGER W/ 1TO x6 "LONG SD sos scREws @ 's'oc [LEDGER To (E) STUD] T /sue �(!) SIDEWALK 10 REMAIN T /FOOTING COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL OR PER GEOTECH REPORT z c� �z _o 00 T /SLAB - MATCH 1 "i GROUT (11/2' MAX) SLAB -ON -GRADE PER PLAN 1 (EE) SLA3 -ON -GRADE TO INDITE PER 7/S -3� • • a AS REO'D TO wsrALL F c OR COLUMN Ii BASE R 'ER 9/S -4 (N) FOOTING PER PLAN PER PLAN TYPICAL NEW ARCADE WALL FRAMING TO EXISTING FOUNDATION/ TYPICAL NEW HSS COLUMN TO FOOTING SCALE:' /4" = 1' -0" SCALE: 3/4" = 1' -0" #4 x 24" DOWEL IN +1/16" 11OLE @ 24" OC HAMMER SET, 41/2" EMBED, NO ADHESIVE STAB ON GRADE & REINFORCING PER PLAN I /SLAB SUBCRADE PER 1/S -3 1 /FOOTING COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL OR 'ER GECTECH REPORT WALL FRAMING PER PLAN, SHEAR WALL WHERE OCCURS P.T. SILL R W/ ANCHOR BOLTS PER SCHEDULE OR NOTES —EDGE NAILING PER PLAN STEM WAII & REINFORCING PER PLAN Q t° T /FIN. GRADE iI w r _ z -F00 ING REINFORCING PER PLAN, CENTERED ON STEM WALL PER PLAN _ ALTERNATE HOOKS TYPICAL FOUNDATION FOOTING AND STEM WALL WITH SLAB ON GRADE SCALE: %. = 1' -0" 0 SECTION AT CORNER EDGE OF SLAB MIN OR STEM WALL 77�" VIN 0 0 P ,y2" TYP 1y2" EYE SECTION AT EDGE 3/16 V 1" NON- SHRINK GROUI (E) CONCRETE SLAB ON GRADE T/(E) SLAB (E) OR (N) CONCRETE STEM WALL - (E) OR (N) CONCRETE FOOTING, I -- (N) HSS COLUMN PER PLAN —(E) WALL TO BE REMOVED SECTION (N) SLAB-ON-GRADE PER PLAN CONNECTION TO (E) SLAB PER 2/S -3 NEW HSS COLUMN -TO- FOUNDATION SCALE: i" = 1' -0" (N) BASE R 1/2 "x5 "0" (1/2 %5"x D @ CORNIER) W/ (2) 1/2 "0 ALL THREADED RODS INTO (F) ,ONCRFTF SLAB (OR STEM WALL) W/ IilLll IIIT -RE 500 -SD W/ MIN 31/2" EMBED W m m ' z 0 0 > z I> o a m w U z r w 0 � Z is W m a � r 0 a o a m o w m � o � z z w r � 0 1n � m J K X W m M M NJ M QQ w OP Z NOOK wN a 0) N M aw r fA V O wa c Q I I wON o Z ro N N wiz M Lu OD co mao ma¢ w Z 01 d N N QyZ I 0 W N ` It 'T O m>w a a ,YILIL °¢;o CID a co a W Oa U +t'OO a p VI J ° J 0 0 vi Eon° o ! o Q °oc", r v 0 IA a o °0 to °o`o °�o a o d `o 0 oa a a - - r r �i rl LET w LET Q : ul o HIP' 3 O Q' s: s w z � z0 0 3 O P J w w z z w n LEI ; s w a a J o L zo= n SET a z a o N � 1.r1 O a m P n z °o °o r o 0 o Q � o ° F N CJ o 3 G e Al2 -282 - #46 -0263 S =3 z r COPE -LANG- WHERE R -Q'D FOR ADDITICNAL FRAMING, REF PLAN BASE P 1 /2"x10 "X'0' T /STEEL I Y \ \\ PER PLAN - - -- J - a /1e SECTIONS COL L � FSS COLUMN PE4 PLAN NON- SHRINK GROUT, MI 43/ „ MID TYPICAL BASE PLATE - HSS COLUMN SCALE: 1" = 1' -0" PROVIDE STFFI SHIM 'A'S AS REQ'D FOR INSTALLATION & L INSTA 1" NOD- SIIRINK GROUP (4) HILTI % "0 KWIK BOLT -TZ (STAINI ESS STEEL) W/ MIN 43/1 EM3 -D IN CONCRETE FACE OF BEAM C BEAM 2x BOLT 0BOLT 0 / 2Y4" BEAM -TO -BEAM BEAM PER PLAN ----/ I II 4 '/2" BASE R x 51/2" x BEAM WIDTH +1 1/4 SIOF R x /'/2 "x51 /2" LACII SIDE W/� (2) 3/4 "0 A307 BOLTS HISS COLUMN (CONTINUOUS) PER PLAN— TYPICAL BEAM TO HSS COLUMN SCALE: 1" = 1' -0" REQUIP CONNECTION Ot THICKNESS PER SCHEDJLE A IYP WELD SIZE '-R SCHEDULE A FOR SIZE & QUANTITY OF BOLTS, BE[ SCHEDULE A t t �_ � TYP COPE FLANGE WHERE REQUIRED NO -ES: 1. FOR BEAM & COLUMN SIZE, REF PLAN. 2. PROVDE STANDARD BO'_T HOLES PER AGO. 3, CAPACITIES BASED ON AISC /ASD -9T- EDITION, VOLUME 2, APPENDIX C - A325 BOLTS. 4. USF 11/4' FOR B -AMS W8, C8 AND SNAI I FR, 5. t = SIZE IN SCHEDULE A FOR SHO' WELDS, FOR FELD WELDS ADD 1/8" TO SZE IN SCH =DULE A. STANDARD BOLTED BEAM CONNECTIONS SCALE: 1" = 1' �0' SECTION FU _L E- FEGTIVE THROAT, TYP Due I If] 11 "ULL EFFECTIVE THROAT. TYP FLANGE WIDTH TO BE WIDTH 01 T'JBE OR ARGER FOR WELDING ' /q" CAP R 2Y4" TYP BACK M x 8" x BEAM WIDTH +1" SLAB /DECKING NOT CONNECTION CAPACITY (SINGLE Z THICKNESS v ¢o o o SHOWN FOR CLARITY SHEAR W10 (2) 3/A 4 /6 COLUMN CONTINUES C' SIM 1/4 8.32k 2" SECTION T /BEAM - — 3/16.. CONNECTION 0 S -EEL BEAM PER 12/S -4 16.4k _ (4) '/4"0 (WHERE OCCURS) I 3/16 3/'.6 0 26.3k W24 M 0 3/6„ BEAM PER PLAN ----/ I II 4 '/2" BASE R x 51/2" x BEAM WIDTH +1 1/4 SIOF R x /'/2 "x51 /2" LACII SIDE W/� (2) 3/4 "0 A307 BOLTS HISS COLUMN (CONTINUOUS) PER PLAN— TYPICAL BEAM TO HSS COLUMN SCALE: 1" = 1' -0" REQUIP CONNECTION Ot THICKNESS PER SCHEDJLE A IYP WELD SIZE '-R SCHEDULE A FOR SIZE & QUANTITY OF BOLTS, BE[ SCHEDULE A t t �_ � TYP COPE FLANGE WHERE REQUIRED NO -ES: 1. FOR BEAM & COLUMN SIZE, REF PLAN. 2. PROVDE STANDARD BO'_T HOLES PER AGO. 3, CAPACITIES BASED ON AISC /ASD -9T- EDITION, VOLUME 2, APPENDIX C - A325 BOLTS. 4. USF 11/4' FOR B -AMS W8, C8 AND SNAI I FR, 5. t = SIZE IN SCHEDULE A FOR SHO' WELDS, FOR FELD WELDS ADD 1/8" TO SZE IN SCH =DULE A. STANDARD BOLTED BEAM CONNECTIONS SCALE: 1" = 1' �0' SECTION FU _L E- FEGTIVE THROAT, TYP Due I If] 11 "ULL EFFECTIVE THROAT. TYP FLANGE WIDTH TO BE WIDTH 01 T'JBE OR ARGER FOR WELDING BEAM -TO -HSS COLUMN % "0 ALL 7HREADLD ROD 18 "OC, WELD TO HSS COLUMN, TYR EACH SIDE, WHLRC OCCURS HSS COI UMN PER PLAN 2x STUD © SIDE OF HSS COLUMN W/ EDGE OR FIELD NAI INC TO CHEAP WALL SHEATHING AS REQ'D HSS COLUMN TO WOOD STUD WALL SCALE:1" = 1' -0" STANDARD BOLTED CONNECTION SCHEDULE "A" BEAM SIZE 2Y4" TYP MIN HSS WALL THICKNESS WELD SIZE SLAB /DECKING NOT CONNECTION CAPACITY (SINGLE Z THICKNESS v ¢o o o SHOWN FOR CLARITY SHEAR W10 (2) 3/A 4 1/4" COLUMN CONTINUES C' SIM 1/4 8.32k W12, W14 SECTION w � 3116 3/16.. v4" CAP `F, TYR 16.4k W1-6W 18 (4) '/4"0 114 3/16 3/'.6 /STEEL 26.3k W24 (5) 3/4 "0 3161: 3/6„ �T 1/4" 63.6k -w °p C °a PER P� LAN �E DLL° 0 to O a 0 o s - o w � S dzv a FOR SCF & QUANTITY 01 llk� BOLTS, REF SCHEDJLE A WT CONNECTOR STEM THICKN -SS PER SCHEDULE A FOR ADDITIONAL FRAMING, REF PLAN WF BLAM PER PLAN HSS COLUMN PCR PLAN BEAM -TO -HSS COLUMN % "0 ALL 7HREADLD ROD 18 "OC, WELD TO HSS COLUMN, TYR EACH SIDE, WHLRC OCCURS HSS COI UMN PER PLAN 2x STUD © SIDE OF HSS COLUMN W/ EDGE OR FIELD NAI INC TO CHEAP WALL SHEATHING AS REQ'D HSS COLUMN TO WOOD STUD WALL SCALE:1" = 1' -0" STANDARD BOLTED CONNECTION SCHEDULE "A" BEAM SIZE BOLTS REQUIRED MIN PLATE /STEM MIN HSS WALL THICKNESS WELD SIZE WELD SIZEt 1 CONNECTION CAPACITY (SINGLE Z W N THICKNESS v ¢o o o p ° 3 E SHEAR W10 (2) 3/A 4 1/4" 3/16 3/16 1/4 8.32k W12, W14 (3) 3/40 '/4' 3116 3/16.. 7/4,. 16.4k W1-6W 18 (4) '/4"0 114 3/16 3/'.6 1/4 26.3k W24 (5) 3/4 "0 3161: 3/6„ 1/4" 1/4" 63.6k N01 ES: 1. FOR BEAM & C01 UMN SI7F, REF PI. AN. 2. PROVIDE STANDARD BOLT HOLES PER AISC. 3. CAPACITIES BASED ON AISC /ASD 9TH EDITION, VOLUME 2, APPFNDIX C A325 BOLTS. 4, USE 11/4" FOR BEAMS W8, C8 AND SMALLER. 5. t = SIZE IN SCHEDULE A FOR SHOP WELDS, FOR FIELD WELDS ADD 1/6" TO SIZE IN SCHEDULE A 0 1 0 }I4 m z w 7 > zo � a � w m U U � N Z w – H � � Z Q W W � Q 11 Q O a m O W ,m Z Z W X D W W m M d \rJ M rv] N m \ F- � O I QQ' M U N CO w ? 0) O O 00 0 co a 1n N O CXI w° n fr «<!T < W 01 N N azw c\j cm Z_ 1d � 00 00 L a ° m00 to In E5 0 ¢ w y 0 LLI N Y 7 V m w n m US ` °�; m w CL LL o w m rc a m w m �¢ `J Yp.N i 7 °_ V v°° �-G J ° ° v�v oa Z W N S v ¢o o o p ° 3 E F U Q p m w H C ° r 0 ry ooaso OU __ °OVp v ° E m -w °p C °a �E DLL° 0 to O a 0 o s - o w � S dzv a W � Q W Q U D CC a 3 O Q s W � O o O u� m w > a Z C) > 3 U tt p w � o m > z a o mN d o w 0 ° M O a m o m n Z g g o O G vwi 0 0 V w o c\� u o Al2 -282 - #46 -0263 0 = S =4w Z W N S m O m N 3 w N H a w H mw W � Q W Q U D CC a 3 O Q s W � O o O u� m w > a Z C) > 3 U tt p w � o m > z a o mN d o w 0 ° M O a m o m n Z g g o O G vwi 0 0 V w o c\� u o Al2 -282 - #46 -0263 0 = S =4w 2x4 RATERS @ 16 "OC 16d @ 6 "CC, TYP TP "6d @ 6 "OC (BLOCKING -TO- BLOCKING) DDL 2x4 TOP EDGE NAILING (2) 16d END NAILS @ EACH RAFTER & 16d @ 6 "OC (BLOCKING -TO -BLOC( NG) —1�132" APA RATED PLYWOOD 2x4 BRACE EDGE NAILING @ 16 "OC 2x4 R W/ (2) 16d + , 1 INTO (E) TRUSS I (4) 16d NAILS I 1 [BRACE TO (N) STUD x; REMOVED (C) (L) TRUSS TO REMAIN ':. SHEATHING AS REQ'D 16d @ 6"OC (BLOCKING -TO -BLOCS NC) '.. 2x8 BLOCKING BETWEEN TRUSS -S, ATTACH 10 ,i E STUDS W/ (2) 16d & A TACIT TO TRUSS W/ A34 CLIP & (2) 16d END NAILS (ALTERNATE).,`- I T (E) JOIST TO RFMAIN ---� (E) BLOCKING -0 REMAIN (E) LEDGER TO REMAIN ( -) BEAM TO REMAIN (E) FRAMING TO REMAIN 2x RI CCKINC W/ 16d @ 6 "OC, TYP 2x 3LOCKING d d--IWEEN JOISTS W/ 8c @ 5 " "6d @ 6 "OC (BLOCKING -TO- BLOCKING) T /PARAPFT EDGE NALNC PER ARCH1 2x BLOCKING @ BRACE W/ EDGE NAILING (4) 16d NAILS (BRACE TO 'STUD) —1�132" APA RATED PLYWOOD SHEATHING W/ 8d @ 6 °OC PANEL EDGES & 8d @ 19 "OC FIELD, TYP 1 —2x4 STUDS @ 16 "CC I 4x6 BLOCKING W/ A34 CLIF & 3 I 1 1/4 "0x3° SDS END SCREWS @EACH .ND � -- E EXTERIOR FINISPES PER AROE 2x4 BLOCKING W/ 16d @ (3"OC 20 BOTTOM P W/ 16d @ 6 "OC & ,i E EDGE NAT ING I T TIRE I IS & ------ CONNECTIONS TYPICAL NEW PARAPET TO EXISTING WALL CONNECTION SCALE: N.T.S. EDGE NAILING EACH SIDE 1 %2" APA -RATED PLYWOOD SH -A -LING W/ 8d @ 6 "OC PANEL EDGES & 8d @ 12 "OC FIELD, TYP 2x4 BLOCKING W/ EDGE NAILING 20 BRACE @ 16 "OC - 2x6 @ 16 "C---� 3x6 FLAT ATTACH TO (N) Jos' W/ 1/4 "0xfi" SDS SCREWS @ EACH JOIST (L) 16d FACE NAILS, TYP A34 CLIPS 2x6 BLOCKIN -DGE NAILING ROOF JOISTS PER PLAN 2x6 DBI TOP R W/ EDGE NAILING - 2x6 STUDS @ 16 "OC- 2x BOLT TL W/ 16d @ 6 °CC & EDGE HALING BEAM PER PLAN SIGN & AT TACT IM-NT BY OTHERS M (4) '6d FACE NAILS @ [ BRACF TO EACH S-UD], TYP —EDGE NAILING x6 BRACE 2x4 STUDS @ 16 "OC T /PA PER BOTTOM TL W/ 16d @ 6 "OC & EDGE NAILING 2x RIM JOST —4x6 BLOCKING W/ A34 Cl IF & (3) 14"0x3" SDS SCREWS EACH ENQ TRELLIS & ICONNECPONS BY OTHERS -- -------- - - - - -- -- _ - - -I� I II II ------- - - - - -- -ice EXTERIOR FINISHFS PFR ARCH NEW PARAPET ARCADE WALL TO NEW WALL FRAMING SCALE: N.T.S. 1�/32" APA -RATED ?_YWUOD SHEATHING W/ 8d @ 6 "OC °ANEL EDGES & 8d @ 12"OC FIEI D, IYP 2x4 BLOCKING WE EDGE NAILNG- 2x4 BRACE @ i 6'bC 2x6 @ 16 OC 3x6 FLAT A -TACH TO (N) JOIST WE 1/4'0x6° SOS SCREWS @ EACH JOIST (4) 15d JACL NAILS, IYP A34 CI IRS 2x6 BIOCKING + EDGE NAILING- + +/ _ (E) JOIST TO REMAIN — (E) BLOCKING TO REMAIN NEW ARCADE WALL AT NEW ADDITION SCALE: N.T.S. EDGE FAILING EACH SIDE 2x4 STUDS @ 16 "OC 0 T /PARAPET PER ARCH (4) 16d @ [BRACE -TO -EACH STLE], TYP 2x4 BOTTOM R W/ 16d @ 6 "OC & EDGE NA LING (E) STJDS TO REMAIN 2x BLOCKING W/ EDG'_ NAILING 4x8 BLOCKING W/ A34 CLIP & (3) 1/4'0x3" SDS SCR WS LACII END FASCIA & CONNECTION BY OTHERS LOCA- PER ARCH EXTERIOR FINISHES PLR ARCH _ -XIST NO NEW (E) MANSARD TRUSS -0 BE REMOVED SHJLTHVG PER PLAN ROOF JOIS S PER PIAN- 2x STOCKING W/ 16d @ 6 "OC EDGE NAILING (2) ROWS 1/4 "0x6" DEC SCREWS _ @ 16 GO (INTO EACH STUD) DLB 2x12 TOP 2x4 BRACE; ATTACH TO STUDS W/ (3) 16d NAILS 1 �/32" AF'A -RATED PLYWOOD SHEATHING W/ 8d @ 6 "OC PANEL EDGES & Sd COY 12 "OC FELD, TYP LXTERIOR FINISHLS PER ARCH r' 2xd BRACE W/ (2) 16d NAILS @ 16 "DC 2x4 BRACE; ATTACH TO STUDS W/ (4) 16d NAILS (E) JOISTS) 4x8 BLOCKING W/ "JB` IANGER (E) SHEAR WAL_- —SICN & ATTACHMENT BY OTHERS T /PAR PER I DGE NAILING r r r 2x4 STUDS @ 16 "OC i r —PARAPEI WU(2) A35 CCLIPP @ EACH BRACE i I i r I ; —_ .-2x4 RIOCKING W/ EDGE NAILING I 2x4 BHACL; AI IACII TO STUDS W/ (4) 16d NAILS i i I i I I ( -2x4 BOTTOM R W/ 1/4 "0x41 /2" SDS SCREWS r @ 6 "OC INTO (E) SILL R r r EDGE NAILING r �REMOVE O ROOFNG TO DECK AS REQ'D, TY —2x8 BLOCKING B_IWLLN (L) JOIST, ATTACH TO (E) HLAM W/ (2) 16d @ 6 "OC -(F) BEAM NEW PARAPET SECTION AT DRIVE -THRLI HEARTH SCALE: N.T.S. LDGL NAILING EACH SILL- '5/32' APA - RATED PLYWOOD SHEATHING W/ 8d @ 6 "OC PANEL EDGES & So @ 12 "CC FIELD, TYP 2x4 BLOCKING W/ LDGE NAIILING 2x4 BRACE @ 16 "OC ---,, 2x6 BRACE @ 16 "OC 3x6 FLAT ATTACH -0 (N) JOIST W/ 1/4 "0x6" SDS SCREWS @ EACH JOIST (4) "6d FACE NAILS, T"P A34 CL PS 2x6 BLOCKING — EDGE NAILING -� _ + +i/ T.. . pt ,.. _. (E) HOOF TRUSS 10 RLMAN - TEMPORARY JOIST HANGER PER PLAN TY' SHORING AS (N) 2x6 ELKO @ 48 "OC RTQ'D W1 "LUS' ANGER, TYP (E) BEAM TO BE REMOVED (SHADED) -1. BEAM PER PLAN ;Y Tft (E) EXTERIOR WALL TO BE REMOVED NEW PARAPET ARCADE WALL TO EXISTING FRAMING CONNECTION SCALE: N.TS. 2. BLOCKING BENEATH STUD WALL A34 CLIP @ 16 "OC 2x6 STUDS @ 16 "OC 2x BOTTOM R W/ 1Od @ 6 "OC BEAM PER PI AN 2. FULL -HT STUDS @ SIM v -y 2Ii SIGN & ATTACHMENT BY OTHERS PER EXTERIOR TINISHES PER ARCH o x -- -(�) '6d FACE NAILS @ M [BRACE -TO -EACH STUD], lYR i- EDGE NAILING 2x6 BRACE 2x4 STUDS @ 16 "OC 2x BOTTOM P W/ 16d @ 6 "OC EDGE NAILING 20 BLOCKING 2x RIM JOIST _2x6 DEL ID' '4 W/ EDGE DATING —4x6 BLOCKING @ CONNECTION W/ A34 CLIP & (3) 1/¢'0x3" SDS SCREWS EACH END i �I TRELLIS & CONNECTION BY OTHERS (NO TRELLIS @ SIM) (N) 400 LEDGER WE (2) 1/4'0x6" SDS @ 5 "OC STAGGERED [NOT REQ'D AT SIM] 0 0 0 i > w m z p l z O > z O d w a m � w U � m m z LLI r o � z a I,r w � a m � w ¢ r 0 d m 0 o m m � Z z z � w � x J W X D � W w m m d M M M M � M M U M m ? N O O - ww co O co am (n (I maO wa n I m N o Q N a 3 Z5 Ow �0 = C7 c v1 In o u a 0 z m N N amz '¢ W N Y V V mgw a mBj0 ma aao o w m d m a U _ ..I a o J ov . O a 3 E ° ° °.0 a N o° v oo`°_o�oo N ao m G °Yo o J F o oQ 6a. o E O oio�3o0 ¢ mao�o,du a w > < m � 0 L o m ° p m a - n 3 ° w � � Fm ° °vwi m aw m w n W J d m U, J Q u O Q a d x L i W CC U a 3 0 U U7 u a x Z W' i o � —w a w° a z a i I z 7 r s N m CO W o a o ° U m m ND �+ O Q w F N U° Al2 -282 - #46 -0263 ° S =5 z w I 2x4 BHACL; AI IACII TO STUDS W/ (4) 16d NAILS i i I i I I ( -2x4 BOTTOM R W/ 1/4 "0x41 /2" SDS SCREWS r @ 6 "OC INTO (E) SILL R r r EDGE NAILING r �REMOVE O ROOFNG TO DECK AS REQ'D, TY —2x8 BLOCKING B_IWLLN (L) JOIST, ATTACH TO (E) HLAM W/ (2) 16d @ 6 "OC -(F) BEAM NEW PARAPET SECTION AT DRIVE -THRLI HEARTH SCALE: N.T.S. LDGL NAILING EACH SILL- '5/32' APA - RATED PLYWOOD SHEATHING W/ 8d @ 6 "OC PANEL EDGES & So @ 12 "CC FIELD, TYP 2x4 BLOCKING W/ LDGE NAIILING 2x4 BRACE @ 16 "OC ---,, 2x6 BRACE @ 16 "OC 3x6 FLAT ATTACH -0 (N) JOIST W/ 1/4 "0x6" SDS SCREWS @ EACH JOIST (4) "6d FACE NAILS, T"P A34 CL PS 2x6 BLOCKING — EDGE NAILING -� _ + +i/ T.. . pt ,.. _. (E) HOOF TRUSS 10 RLMAN - TEMPORARY JOIST HANGER PER PLAN TY' SHORING AS (N) 2x6 ELKO @ 48 "OC RTQ'D W1 "LUS' ANGER, TYP (E) BEAM TO BE REMOVED (SHADED) -1. BEAM PER PLAN ;Y Tft (E) EXTERIOR WALL TO BE REMOVED NEW PARAPET ARCADE WALL TO EXISTING FRAMING CONNECTION SCALE: N.TS. 2. BLOCKING BENEATH STUD WALL A34 CLIP @ 16 "OC 2x6 STUDS @ 16 "OC 2x BOTTOM R W/ 1Od @ 6 "OC BEAM PER PI AN 2. FULL -HT STUDS @ SIM v -y 2Ii SIGN & ATTACHMENT BY OTHERS PER EXTERIOR TINISHES PER ARCH o x -- -(�) '6d FACE NAILS @ M [BRACE -TO -EACH STUD], lYR i- EDGE NAILING 2x6 BRACE 2x4 STUDS @ 16 "OC 2x BOTTOM P W/ 16d @ 6 "OC EDGE NAILING 20 BLOCKING 2x RIM JOIST _2x6 DEL ID' '4 W/ EDGE DATING —4x6 BLOCKING @ CONNECTION W/ A34 CLIP & (3) 1/¢'0x3" SDS SCREWS EACH END i �I TRELLIS & CONNECTION BY OTHERS (NO TRELLIS @ SIM) (N) 400 LEDGER WE (2) 1/4'0x6" SDS @ 5 "OC STAGGERED [NOT REQ'D AT SIM] 0 0 0 i > w m z p l z O > z O d w a m � w U � m m z LLI r o � z a I,r w � a m � w ¢ r 0 d m 0 o m m � Z z z � w � x J W X D � W w m m d M M M M � M M U M m ? N O O - ww co O co am (n (I maO wa n I m N o Q N a 3 Z5 Ow �0 = C7 c v1 In o u a 0 z m N N amz '¢ W N Y V V mgw a mBj0 ma aao o w m d m a U _ ..I a o J ov . O a 3 E ° ° °.0 a N o° v oo`°_o�oo N ao m G °Yo o J F o oQ 6a. o E O oio�3o0 ¢ mao�o,du a w > < m � 0 L o m ° p m a - n 3 ° w � � Fm ° °vwi m aw m w n W J d m U, J Q u O Q a d x L i W CC U a 3 0 U U7 u a x Z W' i o � —w a w° a z a i I z 7 r s N m CO W o a o ° U m m ND �+ O Q w F N U° Al2 -282 - #46 -0263 ° S =5 z w 2x4 FLAT RAFTERS @ 16 "0( 2x BLOCKING HE -'WFLV JOISTS W/ 16d @ COG EDGE NAILING 2x4 BLOCKING W/ EDGE NAILING 2x4 BRAC `_ @ '6 "OC 2x6 @ 16 "OC 3x6 FLA ATTACH TO (N) JOTS- WE 1/4'0x6" SOS SCREWS @ FACH „OIST------ (4) 16d FACE NAILS, TYP A34 CLIPS 2x6 BLOCKING EDGE NA L NG� + +� ROO_ JOISTS PER PLAN 2x BLOCKING BLN_ATII STUD WALL 2x6 DBL TOP T'W/ EDGE NALING -� (F) MANSARD TRUSS 2x6 STUDS @ 16 "OC -D BE R -MCVEC ' (E) EXTERIOR WAL_ TO BE REMOVED r, BEAM PER PLAN NEW ARCADE WALL AT NEW ADDITION ENTRY SCALE:3 /y' = 1' -0" 0 n XTEROR FINISHFS PER ARCH T /PARAPET PER ARCM 16d @ BRACE -TO -EACH STUD, TYP 1�/32" APA -RATED PLYWOOD SHEATHING ZING W/ 8d @ 6 "OC PANEL EDGES & 8d @ 12 "OC FIELD, TYP 2x4 STUDS @ 16 "OC 2x BOTTOM R W/ 16d @ 6 "OC 2x BLOCKING W/ EDGE NAILING A34 CLIP @ 16 "OC 2x RIM JOTS- 46 BI OCKING W/ A34 Cl IP & (3) 1/4 "0x3" SDS SCREWS EACH END 2x BOTTOM R W/ 16d @ 6 "OC & EDGE NAII INC, (N) 400 LEDGER W/ (2) 1/4'0x6" SDS @ 6 "OC, STAGGERED 2x4 RAFTERS @ 16 "OC 16d @ 5 "'OC, TYP EDGE NAILING (2) led END NAILS @ EACH RAFTER EDGE NAILING (3) 16d FACE NAILS, TYP 2,4 BRACE @ 24 "OC 20 @ 24 "OC 1EG2" APA- FEATED PLYWOOD SHEATHING 'W/ 8d @ 6 "OC PANEL FDGFS & 8d @ 17'OC FIELD, TYP 2x4 BRACE @ 24 "OC 44 SLEEPERS @ 48 "OC W/ (2) 3/4 "0 TiRU BOLTS W/ STD P WASHERS (E) JOISTS TO IREMAIN—� 4x4 BLOCKING W/ (2) A34 CLIPS & (2) 1/4 "0x3" SDS SCREWS EACH END STORAGE I I -2x BLOCKING W/ 16d @ 6 "OC, TYP 2x BLOCKING BETWEEN JOISTS WE 8d @ 6 "OC 16d @ 6 "OC (BLOCKING -TO- BLOCKING) EDGE NAILING JBL 2x4 TOP T 2x4 STUDS @ 24 "OC LXILRIOR I INISHES PER ARCH 3x4 BOTTOM R EACH SIDE W/ EDGE NAILING 4x BLOCKING AS REQ'D xxx L, / � r. ,1 i (E) FREEZERICOOLER TYPICAL PARAPET EXTENSION AT EXISTING FREEZER /COOLER SCALE: N.T.S. c3 0 T /PA PER 1�/32" APA -RATED PIYWOOD SHEATHING W/ 8d @ 6'JOC 'ANEL _ - - --'- T /PARAPC EDGES & 8d @ 12 "OC FIELD, TYP— PER ARCI EDGF NAILING EACH SIDE 20 BLOCKING W/ EDGE NAILING ° '< EXTERIOR FINISHES PER ARCH 2x4 ERACE @ 16 "OC EXISTING NEW. _ 2x6 @ 16 "OC 3x6 FLAT ATTACH TO (N) JOIST W/ (4) 16d @ [BRACE -TO -EACH STUD], TYP ( -) MANSARD TRUSS TO 1/4 "0x6" SDS SCREWS @ EACH JOIST_ f BE REMOVED (N) 6x CONT BILKS RIP 2x4 STUDS @ 16 "OC (NOT SHOWN FOR CLARITY) TO FIT W/ A34 CLIP I (4) 16d -ACE KAILS, TYP @ 14 "OC TO NAILER A35 CLIP @ EA SIDE A34 CLIPS -2x BLOCKING W/ EDGE NAILING N 2x RIM BLKG W A34 01 TRUSS TOP CHORD O / 2x6 BLOCKING CLIP @ 14 "OC TO NAILER FDGF NAILINC + ++ 2x4 BOTTOM R WE 16d @ 6 "OC & EDGE NAILING :ALT: LELA @ 18 "O']— EDGE NAILIHG— •+ ++ A34 CLIP @ 16 "OC t ' I —2x RIM JOIST + 1 4x6 BLOCKING W/ A34 CLIP & (3) JOIST HANGER PER PLAN + r 1/4'0x3" SDS SCREWS EACH END '.� ROOF JOISTS PER PLAN II DBL 2x6 TOP PL W/ EDGE NAILING 2x BOTTOM R WE 16d @ 6 "OC & EDGE NAILING TEMPORARY J11 2x6 STUDS @ 16 "'OC i�u SHORING AS KEQ U - rr' y BEAM PER PLAN W/ 3x GONE NAILER; i (E) ROOF TRUSS & 5 HARDWARE TO REMAIN— (F) BEAM OR WAI I TO ATTACH -0 BEAM W/ /g "0 ALL - THREAD BE REMOVED (SHADIER) RODS @ 18 "OC' WELDED TO BEAM TRE-LIS & CONNECTIONS [SEE NOTE FOR (E) WALL TO REMAIN LOGS] BY OTHFRS ( =) EXTERIOR WALL TO BE REMOVED — BEAM PER PLAN NOTE: A- EXISTING WALL TO REMAIN, ATTACH NEW JOST TO EXIS ING WALL WITH HANGERS AND NEW 2x12 LEDGER WITH (3) 1/4 "0x4 /2 °LONG SDS SCREWS AT 16 "OC (FACH STUD). NEW PARAPET ARCADE WALL TO EXISTING FRAMING CONNECTION SCALE: N.T.S. O O O m m z o O rn z g o w w a m m w z r o g z a w w � m la a r 0 a m o w m 0 m W m m 2 M M M al' I'I�I Z NOOr mw cn N01N- wa w N L Q 00 N zm a w z (C �a0 c0 wJ # � D N N OUT a Z 01 m N ayz 0 LLI N Y 't 'i m>w a m W O ma o J r Y a LL R p m 0 m m o pd «oa V voo v�o d3 Eon cn °« o c °° 3 p° d ° 5 �0� w o a `o o c o U1 � v`o�hE-° oDco _ NJF d O - °- G w�oto Pao° C B y W o N > o m M O w N W J IF- LET Q < a O CC m 3 o Q a -, a W z Y O m 3 0 U U) m 'a LED 3 < z < > a o a o w n z rvt o @ r d z ¢ o m O F m m? n a z U .0 °c °i O Q to F N u 3 3 v vt a Al2 -282 - #46 -0263 S=6 z z .0 w N m p W w ¢ W ° W J IF- LET Q < a O CC m 3 o Q a -, a W z Y O m 3 0 U U) m 'a LED 3 < z < > a o a o w n z rvt o @ r d z ¢ o m O F m m? n a z U .0 °c °i O Q to F N u 3 3 v vt a Al2 -282 - #46 -0263 S=6 z z