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Home My WebLink About327 W. SENECA STREET_STRUCTURAL_PLANS_09-11-2020_REVISION20' - 8 3/4"10 5/8"112244ACEBD3311 7/8" TJI 230@ 16" O.C.11 7/8" TJI 230@ 16" O.C.11 7/8" TJI 230@ 16" O.C.11 7/8" TJI 230@ 16" O.C.H2OPEN27' - 1 7/8"15' - 11 3/4"27' - 1 1/4"70' - 2 3/4"19' - 10 3/8"8' - 6 3/4"7' - 5 5/8"35' - 10 3/4"1. GRID LINES ARE AT CENTER OF STUD WALLS UNLESS NOTE OTHERWISE. SEE ARCH DRAWINGS FOR ADDITIONAL DIMENSIONS.2. FLOOR DECK TO BE 3/4" ADVANTECH EXP-1 OR EQUAL.3. FLOOR JOISTS TO BE 11 7/8" TJI 230 BY WEYERHAUSER OR EQUAL UNLESS NOTED OTHERWISE.NOTE: FRAMING PLANS SHOW THE FLOOR PLAN AND WALLSBELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FRAMING PLAN ARE FOR SUPPORT OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW. FRAMING PLAN NOTES:H211 7/8" TJI 230@ 16" O.C.H3H3H2PSWAPSWAPSWAPSWAPSWAPSWASWB1SWCSWCSWCSWCSWCSWCSWCSWC4"WALLOFFSET4S1034S1036S1036S1034S1025S1024S1025S102----9S103H2H2H1111H1H2H2H1H111H111.ALL WOOD FRAMING MATERIAL SHALL BE SURFACED DRY AND USED AT 19% MAXIMUM MOISTURE CONTENT.2.ALL STUD AND WALL FRAMING SHALL BE AS FOLLOWS: A. BELOW THE SECOND FLOOR DECK:• MIN NO. 2 GRADE SOUTHERN YELLOW PINE (SYP), OR• MIN NO. 2 DOUG FIR -LARCH B. ABOVE THE SECOND FLOOR DECK:• MIN NO. 2 GRADE SPRUCE-PINE-FIR (SPF) "STUD" GRADE MATERIAL IS STRICTLY PROHIBITED FROM USE3.ALL DIMENSION LUMBER JOISTS, HEADERS, RAFTER & MISC. FRAMING SHALL BE NO. 2 GRADE, SOUTHERN PINE OR NO. 2 GRADE DOUG FIR -LARCH. PROVIDE FULL-DEPTH BRIDGING AT MIDSPAN AND AT A MAXIMUM SPACING OF 8'-0' O/C IN BETWEEN.4.ALL FRAMING EXPOSED TO THE WEATHER OR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE-TREATED IN ACCORDANCE WITH THE AMERICAN WOOD PRESERVERS ASSOCIATION SPECIFICATIONS. WHERE POSSIBLE, ALL CUTS AND HOLES SHOULD BE COMPLETED BEFORE TREATMENT. CUTS AND HOLES DUE TO ON-SITE FABRICATION SHALL BE BRUSHED WITH 2 COATS OF COPPER NAPHTHENATE SOLUTION CONTAINING A MINIMUM OF 2% METALLIC COPPER IN SOLUTION (PER AWPA STD. M4).5.THE CONTRACTOR SHALL CAREFULLY SELECT LUMBER TO BE USED IN LOAD BEARING APPLICATIONS. THE LENGTH OF A SPLIT ON THE WIDE FACE OF 3" (NOMINAL) AND THICKER LUMBER SHALL BE LIMITED TO 1/2 OF THE NARROW FACE DIMENSION.6.PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS WHICH RUN PARALLEL WITH JOISTS AND UNDER ALL CONCENTRATED LOADS FROM FRAMING ABOVE7.PROVIDE HEADER BEAMS OF THE SAME SIZE AS JOISTS OR RAFTERS TO FRAME AROUND OPENINGS IN THE PLYWOOD DECK UNLESS OTHERWISE INDICATED.8.BOLT HOLES SHALL BE CAREFULLY CENTERED AND DRILLED NOT MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER. BOLTED CONNECTIONS SHALL BE SNUGGED TIGHT BUT NOT TO THE EXTENT OF CRUSHING WOOD UNDER WASHERS.9.PREFABRICATED METAL JOIST HANGERS, HURRICANE CLIPS, HOLD-DOWN ANCHORS AND OTHER ACCESSORIES SHALL BE AS MANUFACTURED BY "SIMPSON STRONG-TIE COMPANY", TEL. 800-999-5099 OR APPROVED EQUAL. INSTALL ALL ACCESSORIES PER THE MANUFACTURER'S REQUIREMENTS. ALL STEEL SHALL HAVE A MINIMUM THICKNESS OF 0.04 INCHES (PER ASTM A446, GRADE A) AND BE GALVANIZED (COATING G60 FOR INTERIOR FRAMING).10.HOLES AND NOTCHES DRILLED OR CUT INTO WOOD FRAMING SHALL NOT EXCEED THE ALLOWANCES OF THE 2015 INTERNATIONAL BUILDING CODE AND SHALL CONFORM TO MANUFACTURE'S RECOMMENDATIONS.11.ALL PLATES, ANCHORS, NAILS, BOLTS, NUTS, WASHERS, AND OTHER MISCELLANEOUS HARDWARE USED WITH PRESERVATIVE TREATED LUMBER SHALL BE CORROSION PROTECTED FOR USE WITH PRESERVATIVE TREATED WOOD.12.MIN. SILL PLATE ANCHORAGE: CONCRETE/MASONRY FOUNDATION: -PROVIDE 1/2" X 16" ANCHOR BOLTS @ 24" O.C. AND WITHIN 12" OF ALL PLATE ENDS. PROVIDE MIN. OF 2 BOLTS OR ANCHOR STRAPS PER PIECE. -CONTRACTORS OPTION TO USE 1/2'' DIA SIMPSON TITEN HD HEAVY DUTY SCREW ANCHOR FOR CONCRETE AND MASONRY W/ 5 3/4'' EMBEDMENT.13.FASTENING SHALL CONFORM TO NEW YORK STATE BUILDING CODE TABLE 2304.9.1 FASTENING SCHEDULE, UNLESS OTHERWISE NOTED.GENERAL WOOD FRAMING NOTES(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)1.PREFABRICATED LAMINATED VENEER LUMBER (LVL) HEADERS AND BEAMS SHALL BE MICROLLAM AS MANUFACTURED BY WEYERHAEUSER BOISE, IDAHO OR APPROVED EQUAL. MICROLLAM MATERIAL SHALL BE 1.9E SOUTHERN PINE.2.PREFABRICATED PARALLEL STRAND LUMBER (PSL) BEAMS SHALL BE PARALLAM BY WEYERHAEUSER BOISE IDAHO OR APPROVED EQUAL. PARALLAM SHALL BE 2.0E.3.UNLESS OTHERWISE RECOMMENDED BY THE MANUFACTURER, FASTEN LVL PIECES LESS THAN 14 INCHES IN DEPTH (BUILT-UP BEAMS) USING THREE ROWS OF 10d NAILS SPACED AT 12”ON CENTER. BEAMS 14 INCHES OR GREATER SHALL BE FASTENED WITH FOUR ROWS OF 10d NAILS.4.DO NOT CUT OR NOTCH LVL OR PSL MATERIAL WITHOUT THE MANUFACTURER'S APPROVAL. UNLESS OTHERWISE INDICATED, EACH LVL AND PSL SHALL BEAR DIRECTLY ON SUPPORTING COLUMN OR POST.5.BEARING LENGTH SHALL CONFORM TO MANUFACTURERS REQUIREMENTS. UNLESS OTHERWISE PROVIDED, BEARING LENGTH FOR A SPECIFIC BEAM / HEADER SHALL BE BASED ON REACTION RESULTING FROM MAXIMUM ALLOWABLE UNIFORM LOAD FOR A GIVEN SPAN.6.SUBMIT COMPLETE SHOP DRAWINGS FOR ALL PRE-ENGINEERED LUMBER. SHOW MEMBER SIZE, LOADING, SPAN, CONNECTIONS, HANGER AND LOAD CAPACITY. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN NEW YORK STATE.PRE-ENGINEERED LUMBER(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)1.PREFABRICATED WOOD I-JOISTS SHALL BE DESIGNED AND FURNISHED IN ACCORDANCE WITH A CURRENT CODE-ACCEPTED EVALUATION REPORT. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM D 5055.2.WOOD JOISTS SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE FOLLOWING APPLIED LOADS, UNLESS OTHERWISE INDICATED: EXPECTED JOIST SIZES FOR WEYERHAUSER TRUS JOIST PRODUCTS ARE SHOWN ON FRAMING PLANS.FLOOR LIVE LOAD -REFER TO DESIGN LOADS DEAD LOAD -REFER TO DESIGN LOADS + PARTITION LOAD (IF ANY)3.WOOD I-JOISTS SHALL BE ERECTED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE JOISTS.4.WOOD I -JOISTS SHALL NOT BE CUT, NOTCHED, COPED, DRILLED NOR OTHERWISE ALTERED IN ANY WAY UNLESS SPECIFICALLY CONDUCTED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN REQUIREMENTS. DO NOT CUT FLANGES.5.WOOD I -JOISTS SHALL BE PRODUCED BY A CODE ACCEPTED FABRICATOR WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE PRODUCING PREFABRICATED WOOD I-JOISTS. QUALITY CONTROL SHALL BE AUDITED BY AN AGENCY ACCEPTED BY THEIBC 2006.6.WEB PANELS MUST BE JOINED WITH A MACHINED AND GLUED VEE JOINT TO FORM A CONTINUOUS MEMBER. ALL JOINTS SHALL BE GLUED USING AN EXTERIOR TYPE ADHESIVE PER ASTM D 2559.7.WOOD I -JOISTS SHALL BE STORED IN BUNDLES IN AN UPRIGHT POSITION AND AWAY FROM GROUND CONTACT. ANY DAMAGE TO JOISTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE JOIST SUPPLIER. FIELD REPAIR OR MODIFICATION OF JOISTS MUST NOT BE MADE WITHOUT THE WRITTEN APPROVAL BY THE SUPPLIER, EXCEPT FOR TRIMMING TO CORRECT LENGTH.8.WOOD I -JOISTS SHALL BE CAREFULLY HANDLED TO PREVENT DAMAGE AND DISTORTION. EACH JOIST SHALL BE ANCHORED AND BRACED, AS IT IS ERECTED, USING BLOCKING PANELS AND ANCHORAGE INDICATED (AND PER THE SUPPLIER'S REQUIREMENTS). ERECTOR SHALL PROVIDE SUPPLEMENTAL LATERAL 9.BRACING OF THE TOP FLANGE UNTIL SHEATHING IS PROPERLY NAILED.10.COORDINATE SIZE AND LOCATION OF OPENINGS IN JOIST WEBS WITH MECHANICAL AND ELECTRICAL DRAWINGS. ADHERE TO GUIDELINES FOR HOLE ALLOWABLE SIZE AND PLACEMENT. 11.SUBMIT COMPLETE SHOP DRAWINGS FOR ALL WOOD FLOOR JOISTS SHOWING MEMBER SIZES, SPECIES, GRADE, MOISTURE CONTENT, SPAN, CAMBER, DIMENSIONS, CHORD PITCH, BRACING REQUIREMENTS AND LOADINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN NEW YORK STATE.PRE-FABRICATED WOOD I-JOIST (TJI) NOTES(UNLESS OTHERWISE NOTED OR SHOWN ON PLAN, THE FOLLOWING NOTES SHALL APPLY)HEADER SCHEDULEHEADER TYPEH1 SIZE T/BEAM ELEVEND SUPPORTSNOTES(2) 1 3/4"x 11 7/8" LVL(2) 2x8DOOR/ WINDOW HEADER (UNO)(1) JACK STUDREF SECTION CH2 (1) JACK STUD4 1/2"2"2"EQEQSECTION A (SAWN)5 1/4"2"2"EQEQSECTION B (LVL)(2) ROWS 16d@12" O.C. EA. SIDE (2x6 & 2x8) (3) ROWS 16d @ 12" O.C. EA. SIDE (2x10)(3) ROWS 16d@12" O.C. EA. SIDESEE SCHEDULE2 1/2"EXT. STRUCT. SHEATHING(2) 16d @ 12" T&BHEADER. SEE PLAN & HEADER SCHEDULE2x8 CONT TOP & BOTTOMROUGH OPENINGSEE ARCH FOR WINDOW/ DOOR HEAD DETAILS AND FOR FLASHING, SEALING, AND INSULATION @ HEADERSSECTION C (EXTERIOR)FLUSH W/ JOISTS(3) 2x6 JACK STUD (3) 2x6 JACK STUDH3 FLUSH W/ JOISTSNOTE: INTERIOR 3' WIDE DOORWAY HEADERS TO BE (2) 2x8 MIN. UNLESS NOTED OTHERWISEH4 FLUSH W/ JOISTS HANGER TO LVL HEADER (2) 2x6 JACK STUDH5 FLUSH W/ JOISTS (3) 2x6 JACK STUD (3) 2x6 JACK STUD(3) 2x6 JACK STUD(3) 2x6 JACK STUD (3) 2x4 JACK STUD(2) 1 3/4"x 11 7/8" LVL(2) 1 3/4"x 11 7/8" LVL(2) 1 3/4"x 11 7/8" LVLI-JOISTS @ 16" OC TYP EXT WALL 2x8 @ 16 W/ 7/16 STRUCT 1 EXT SHEATHING3/4" FLOOR SHEATHING GLUED & NAILEDSEE PLANEXT WALL SYSTEM -SEE ARCH8d @ 6" O.C. -(3) 16D @ 12" O.C.CONTINUE STUD WALL FRAMING TO UNDERSIDE OF FLOOR DECKNOTE: SEE STRUCTURAL NOTES THIS SHEET FOR MATERIAL NOTES & ADDITIONAL INFO.FINCONTINUOUS1 1/4" RIM BOARD3/4" FLOOR SHEATHING GLUED & NAILEDTJI FLOOR JOIST @ 16" O.C.TYP EXT WALL 2x8 @ 16 W/ EXT SHEATHING(1) 10d T&BFLOOREXT WALL SYSTEM -SEE ARCH8d@6" O.C.JOINT SHEATHING @ MID HEIGHT OF RIM JOIST. DO NOT JOINT AT SILL PLATES-FRAMING SYMBOL KEY:INDICATES 7/16" OSB STRUCTURAL 1 PANEL SHEATHING THIS SIDE OF WALL (UNDER 5/8" GYP) SEE WALL TYP.SHADING INDICATES WOOD FRAME INTERIOR BEARING WALL. MAX STUD SPACING = 16" O.C. UNLESS NOTED OTHERWISE. ALL EXTERIOR WALLS ARE BEARING WALLS. INTERIOR BEARING/SHEARWALLSWCH#INDICATES SHEAR WALL TYPE. SEE SHEAR WALL SCHED & DETAILSINDICATES HEADER. SEE HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1.REQUIRED HEADER END SUPPORT IS PROVIDED IN THE HEADER SCHEDULEEXTERIOR WOOD FRAME BEARING/SHEAR WALL. 2x6 STUDS @ 16" O.C.,UNLESS NOTED OTHERWISE, WITH 7/16" OSB STRUCTURAL 1 PANEL SHEATHING ON EXT FACE OF STUD. EXTERIOR BEARING /SHEARWALLH1H# INDICATES HEADER. SEE HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1.INDICATES PLYWOOD OR OSB WEB"I-JOISTS". JOISTS TO BE EQUAL TO 11 7/8" TJI 230 BY WEYERHAUSER @ 16" OC UNLESS NOTED OTHERWISE.INDICATES SHEARWALL TIE-DOWN ANCHOR POINTS SEE DETAILS 6 & 7/S103INDICATES SOLID SAWN WOOD JOIST. JOIST TO BE 2x10 @ 16" UNO1.ALL PLYWOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE AMERICAN PLYWOOD ASSOCIATION (APA) SPECIFICATIONS 2.ALL ROOF PANEL SHEATHING SHALL BE 5/8" (NOM.) SQUARE EDGE ADVANTECH SHEATHING OR EQUAL. SUITABLE EDGE SUPPORT SHALL BE PROVIDED USING 2X BLOCKING BETWEEN FRAMING. UNLESS OTHERWISE NOTED, CONNECT ROOF SHEATHING WITH 10D COMMON NAILS AT 6" O/C AT SUPPORTED PANEL EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS.3.ALL FLOOR SHEATHING SHALL BE 3/4" (NOM.) ADVANTECH SHEATHING EXP. I. WITH TONGUE AND GROOVE EDGE OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, CONNECT FLOOR SHEATHING WITH 10D COMMON NAILS, 6" O/C AT SUPPORTED PANEL EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS, AND ADHESIVES MEETING APA SPECIFICATION AFT-01. APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.4.ALL WALL PANEL SHEATHING SHALL BE 1/2" (NOM.) TYPE CDX. EXP. APA STRUCTURAL 1 RATED SHEATHING OR 7/16'' OSB STRUCTURAL 1 RATED. UNLESS OTHERWISE INDICATED, CONNECT WALL SHEATHING WITH 8D COMMON NAILS SPACED 6" O/C AT SUPPORTED PANEL EDGES AND 12" O/C AT INTERMEDIATE SUPPORTS. REFER TO THE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION AT SHEAR PANELS.5.INSTALL ALL SHEATHING WITH THE LONG DIMENSION OF THE PANEL ACROSS SUPPORTS AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. STAGGER PANEL END JOINTS. ALLOW 1/8" SPACING AT PANEL ENDS AND EDGES UNLESS OTHERWISE RECOMMENDED BY THE SHEATHING MANUFACTURER.6.ALL NAILING SHALL BE CAREFULLY DRIVEN AND NOT OVERDRIVEN. THE USE OF STAPLES IS PROHIBITED FROM USE.7.PROVIDE 2X BLOCKING AT UNSUPPORTED PANEL EDGES FOR ALL ROOFS, FLOORS AND WALLS.STRUCTURAL WALL AND ROOF SHEATHING NOTES Project #DateSTREAM Collaborativearchitecture + landscape architecture dpc108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comA1234BCD213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLCAs indicated9/11/2020 9:18:47 AMC:\Jobs\STREAM\327 W SENECA STREET\REVIT\327 W.Seneca Street_Structural_shall fnd‐Central V19_SS.rvtS102SECOND FLOOR FRAMINGPLAN2018015327 W. SENECA ST03.06.2020VISUM DEVELOPMENTITHACA, NY 148501/8" = 1'-0"12'ND FLOOR FRAMING PLAN1 1/2" = 1'-0"2HEADER SCHEDULE3/4" = 1'-0"5FLOOR JOIST PARRALEL TO EXT WALL3/4" = 1'-0"4FLOOR JOISTS BEARING @ EXT WALL1SWCSWCREVISIONSΔ DESCRIPTION DATE1 UPDATE 09/11/2020 124ACEBD3H5H2H411 7/8" TJI 230@ 16" O.C.11 7/8" TJI 230@ 16" O.C.11 7/8" TJI 230@ 16" O.C.OPEN27' - 1 7/8"7' - 11 7/8"7' - 11 7/8"27' - 1 1/4"70' - 2 3/4"19' - 10 3/8"8' - 6 3/4"7' - 5 5/8"35' - 10 3/4"1. GRID LINES ARE AT CENTER OF STUD WALLS UNLESS NOTE OTHERWISE. SEE ARCH DRAWINGS FOR ADDITIONAL DIMENSIONS.2. FLOOR DECK TO BE 3/4" ADVANTECH EXP-1 OR EQUAL.3. FLOOR JOISTS TO BE 11 7/8" TJI 230 BY WEYERHAUSER OR EQUAL UNLESS NOTED OTHERWISE.NOTE: FRAMING PLANS SHOW THE FLOOR PLAN AND WALLSBELOW UNLESS NOTED OTHERWISE. HEADERS SHOWN ON THE FRAMING PLAN ARE FOR SUPPORT OF THAT FLOORS FRAMING OR FOR WINDOW OR DOOR OPENINGS IN THE WALL BELOW. FRAMING PLAN NOTES:-4"WALLSETBACK7S103SWB4S103SWCSWC4S103PSWAPSWAPSWAPSWAPSWAPSWASWCSWCSWCSWC6S1036S1034S1025S1024S1025S102----9S103H2H211H1H1H21H1H1H1H1H1H11H1H1H21"TOP MOUNT" BACKERBLOCK SHALL BE TIGHT TOBOTTOM OF TOP FLANGEWITH 1/4" TO 2" GAP ATTOP OF BOTTOM FLANGE." FACE MOUNT" BACKERBLOCK SHALL BE TIGHT TOBOTTOM OF TOP FLANGEWITH 1/4" TO 2" GAP ATTOP OF BOTTOM FLANGE.BACKERBLOCK1/4" TO 2"GAP1/4" TO 2"GAPBACKER BLOCKS SHALL BE AT LEAST 12" LONG PER HANGER.NAILS SHALL BE CLINCHED WHEN POSSIBLE.VERIFY CAPACITY AND FASTENING REQUIREMENTS OFHANGERS AND CONNECTORS." FACE MOUNT" TO LVLLVL HEADER BETWEEN JOISTSLVL HEADER BETWEEN JOISTSHEADERED-OFF JOISTSLVL HEADERSIMPSON LSTA 12 20 GAUGE STRAP TIE 1 1/4" x 12" WITH (10) 10D NAILS, BOTH SIDES REQUIRED FOR PLATE PENETRATIONS> 2 1/2".5 1/2"SECTION A-AAAPIPE THROUGH SILL2x6 BOTTOM SILL(2) 2X6 TOP SILL1' - 4"OPENING > 2 1/2"SIMPSON LSTA 12 20 GAUGE STRAP FIN FLOOR3/4" FLOOR SHEATHING11 7/8" TJI @ 16" OCFLOOR JOIST1-8d EACH SIDE OF JOISTCONT. 1 1/4 TJI LSL RIM JOISTDOUBLE TOP PLATE2x6 STUD BEARING WALLFACE MOUNTED JOIST HANGERSTRUCT 1 SHEAR WALL SHEATHING11 7/8" TJI @ 16" OCFLOOR JOISTTJI BLOCKING BETWEENJOISTSFRAMING SYMBOL KEY:INDICATES 7/16" OSB STRUCTURAL 1 PANEL SHEATHING THIS SIDE OF WALL (UNDER 5/8" GYP) SEE WALL TYP.SHADING INDICATES WOOD FRAME INTERIOR BEARING WALL. MAX STUD SPACING = 16" O.C. UNLESS NOTED OTHERWISE. ALL EXTERIOR WALLS ARE BEARING WALLS. INTERIOR BEARING/SHEARWALLSWCH#INDICATES SHEAR WALL TYPE. SEE SHEAR WALL SCHED & DETAILSINDICATES HEADER. SEE HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1.REQUIRED HEADER END SUPPORT IS PROVIDED IN THE HEADER SCHEDULEEXTERIOR WOOD FRAME BEARING/SHEAR WALL. 2x6 STUDS @ 16" O.C.,UNLESS NOTED OTHERWISE, WITH 7/16" OSB STRUCTURAL 1 PANEL SHEATHING ON EXT FACE OF STUD. EXTERIOR BEARING /SHEARWALLH1H# INDICATES HEADER. SEE HEADER SCHEDULE. IF NO HEADER TYPE IS SHOWN USE H1.INDICATES PLYWOOD OR OSB WEB"I-JOISTS". JOISTS TO BE EQUAL TO 11 7/8" TJI 230 BY WEYERHAUSER @ 16" OC UNLESS NOTED OTHERWISE.INDICATES SHEARWALL TIE-DOWN ANCHOR POINTS SEE DETAILS 6 & 7. INDICATES SOLID SAWN WOOD JOIST. JOIST TO BE 2x10 @ 16" UNODOUBLE STUD @ END OF SHEARWALL PANEL (TYP)-SYSTEMEXT WALL5/8"Ø A325 THREADED RODAPPLY LOCKTIGHT RED AFTER TIGHTENING NUT (BOTH ENDS)SIMPSON TIE DOWN -SEE SCHEDULEPROVIDE 2x2x1/4" PLATE WASHER T&B-2x8 EXT. WALL8D @ 6" OR 4" @ PANEL EDGES SEE SCH.T/SUBFLOORDOUBLE TOP PLATESTUDWALL @ 16" O.C. EXTEND TO UNDERSIDE OF DECK @ SHEAR WALLS7/16" STRUCT 1 SHEATHING ONE SIDE OF WALL. EXTEND TO UNDERSIDE OF DECKJOIST BEARING3/4" FLOOR SHEATHINGSTUD PLATE(2) 1/4" LAG SCREWS x5" @ 16" O.C.1 1/4" RIM JOISTNO NOT JOINT SHEATHING AT SILL PLATES. LAP OVER RIM JOIST.BLOCKING5/8"Ø A325 THREADED RODAPPLY LOCKTIGHT AFTER TIGHTENING NUT (BOTH ENDS)SIMPSON HTT4 (WHERE REQ'D. SEE SHEARWALL SCHEDULE)SIMPSON HTT4 FOUNDATIONPLAN0' -0"2'ND FLOORFRAMING PLAN9' -5"Level 318' -10"TRUSS BEARING27' -3"3'RD FLOORFRAMING PLAN18' -10"12437/16" STRUCTURAL 1 OSB SHEATHING W/ 8D NAILS @ 4" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS.(SHEAR WALL TYPE SWB)7/16" STRUCTURAL 1 OSB SHEATHING BOTH SIDES OF STUD WALL W/ 8D NAILS @ 4" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS(SHEAR WALL TYPE SWB2)S1037TYPS1037S1037S1037PROVIDE DOUBLESTUDS @ TIE-DOWNLOCATIONS (TYP)SIMPSON HTT4 TIE-DOWN.SECURE TO SLAB W/ 5/8" DIAWEDGE BOLT (HILTI OR EQUAL)Project #DateSTREAM Collaborativearchitecture + landscape architecture dpc108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comA1234BCD213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLCAs indicated9/11/2020 9:18:47 AMC:\Jobs\STREAM\327 W SENECA STREET\REVIT\327 W.Seneca Street_Structural_shall fnd‐Central V19_SS.rvtS103THIRD FLOOR FRAMINGPLAN2018015327 W. SENECA ST03.06.2020VISUM DEVELOPMENTITHACA, NY 148501/8" = 1'-0"13'RD FLOOR FRAMING PLAN1 1/2" = 1'-0"2HEADER AT "I"JOIST1/2" = 1'-0"3STUD WALL SILL PLATE PENETRATION DETAIL3/4" = 1'-0"4TYP DETAIL @ CORRIDOR BEARING WALL3/4" = 1'-0"6TYP SHEARWALL CONNECTOR NORTH & SOUTH EXT WALLS3/4" = 1'-0"7TYP SHEARWALL CONNECTOR AT INTERIOR SHEAR WALL1/4" = 1'-0"9EAST-WEST INTERIOR SHEAR WALL DETAILSREVISIONSΔ DESCRIPTION DATE1 UPDATE 09/11/20201 124ACEBD3RIDGERIDGEVALLEYHIP RIDGEHIP RIDGE6/126/126/126/126/126/126/12GABLE ROOFTRUSSSTEP-DOWNHIP-SET ROOFTRUSSESDROP-TOPGABLE ENDTRUSS OVEREXT WALL.2x4 OUTLOOKERS@ 2' O.C. OVERDROP-TOP GABLEEND TRUSS.OVER-BUILD GABLEDORMER W/ 2x6 RAFTERS TO DORMER RIDGEOVER-BUILD GABLEDORMER W/ 2x6 RAFTERS TO DORMER RIDGE2x4 OUTLOOKERS@ 2' O.C. TO EAVEDROP-TOPGABLE ENDTRUSS OVEREXT WALL.2x4 OUTLOOKERS@ 2' O.C. OVERDROP-TOP GABLEEND TRUSS.70' - 2 3/4"2S10435' - 10 3/4"ROOF SHEATING TO BE5/8" ADVANTECH OR CDXPLYWOOD. SEE SHEATHING NOTES ON S-102. SEE ARCHFOR ROOF SYSTEM.9S103H2H211H1H1H1H1H2H2H1H1H1H1H1H111TRUSS BEARING27' -3"12436.00126.00121' - 4"1' - 4"3 5/8"3 5/8"35' - 10 3/4"GRID LINEIS AT CENTER OF2x8 BEARING WALLTRUSS MFG TO PROVIDEHURRICANE TIES SIZED FORTRUSS UPLIFTPRE-ENGINEERED WOOD ROOF TRUSS NOTES1.WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER TO SUPPORT THE FOLLOWING APPLIED LOADS:A. GRAVITY LOADING CASETOP CHORD LOADINGLIVE LOAD -REFER TO DESIGN LOADSDEAD LOAD -12.0 PSF BOTTOM CHORD LOADINGLIVE LOAD (ATTIC) -10 PSFDEAD LOAD -7.5 PSF (EXCLUDES TRUSS SELF-WEIGHT)B. WIND LOADING CASE(IBC 2015 AND ASCE 7-05)SEE DESIGN LOADS FOR WIND COMPONENT CRITERIATOP CHORD LOADING ON THE SURFACE AREAP = QH [(GCP)-(GCPI)]BOTTOM CHORD LOADING, ON THE SURFACE AREA NET UPLIFT = P -(BOTTOM CHORD DL X .67)2.WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION OF THE NATIONAL FOREST PRODUCTS ASSOCIATION, THE DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE INSTITUTE AND THE IBC 2015 AND ITS REFERENCED STANDARDS3.WOOD MATERIALS SHALL BE SOUTHERN PINE, DOUGLAS FIR OR LARCH AND SHALL BE KILN DRIED AND USED AT 19% MAXIMUM MOISTURE CONTENT. PROVIDE GRADE NO. 2 OR AS REQUIRED TO SATISFY STRESS REQUIREMENTS.4.CONNECTOR PLATES SHALL BE NOT LESS THAN 0.036 INCHES (20 GAUGE) IN COATED THICKNESS, SHALL MEET OR EXCEED ASTM GRADE A OR OR HIGHER AND SHALL BE HOT DIPPED GALVANIZED ACCORDING TO ASTM A-525 (COATING G60). MINIMUM STEEL YIELD STRESS SHALL BE 33, 000 PSI.5.TRUSSES SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACTURING FACILITY OF A PERMANENT NATURE. TRUSSES SHALL BE MANUFACTURED BY EXPERIENCED WORKMEN USING PRECISION CUTTING, JIGGING AND PRESSING EQUIPMENT UNDER THE REQUIREMENTS IN QUALITY CONTROL STANDARDS QST-88 OF THE TRUSS PLATE INSTITUTE.6.SECONDARY BENDING STRESSES IN TRUSS TOP AND BOTTOM CHORDS DUE TO DEAD, LIVE AND WIND LOADS SHALL BE CONSIDERED IN THE DESIGN. LOAD DURATION FACTORS SHALL BE PER THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION".7.WOOD TRUSSES, SHALL BE ERECTED IN ACCORDANCE WITH THE TRUSS MANUFACTURER'S REQUIREMENTS. THIS WORK SHALL BE DONE BY A QUALIFIED AND EXPERIENCED CONTRACTOR. TRUSS ERECTION BY AN INEXPERIENCED OR UNQUALIFIED CONTRACTOR CAN RESULT IN CONSTRUCTION COLLAPSE AND/OR SERIOUS INJURY AND DAMAGE.8.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND PERMANENT BRACING AS REQUIRED FOR SAFE ERECTION AND PERFORMANCE OF THE TRUSSES. THE GUIDELINES SET FORTH BY THE TRUSS PLATE INSTITUTE PUBLICATION "HIB-91, COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES" SHALL BE A MINIMUM REQUIREMENT.9.TRUSS MANUFACTURER TO PROVIDE UPLIFT LOADS USED FOR DESIGN OF WOOD TRUSSES. TRUSS CLIP TYPE AND QUANTITY TO BE PROVIDED BY MANUFACTURER.10.SUBMIT COMPLETE SHOP DRAWINGS FOR ALL WOOD TRUSSES SHOWING MEMBER SIZES, SPECIES, GRADE, MOISTURE CONTENT, SPAN, CAMBER, DIMENSIONS, CHORD PITCH, BRACING REQUIREMENTS AND LOADINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN NEW YORK STATE.SHEAR WALL SCHEDULE SHEAR WALL NUMBERPSWASWBSHEATHING TYPE SHEATHING THICKNESSMINIMUM NAIL PENTRATIONNAIL SIZE NAIL SPACING AT PANEL EDGES (IN)STRUCTURAL 1 OSB7/16"7/16"1 3/8"1 3/8"8d4"4"SWB2 7/16"1 3/8" 4"NAIL SPACING INTERMEDIATE STUDS (IN)12"12"12"SHEATHING PANEL ORIENTATIONMAX STUD SPACINGHORIZONTAL 16"8d8dHORIZONTALVERT OR HOR16"16"TIE-DOWNSSIMPSON HTT4SIMPSON HTT4NOTES----STRUCTURAL 1 OSBSTRUCTURAL 1 OSB BOTHSIDES OF WALLSWC 7/16" 1 3/8" 6" 12"8d VERT OR HOR 16" NOT REQ'DSTRUCTURAL 1 OSBSIMPSON HTT4SEE PLAN FORTIE-DOWN LOCATIONSSEE PLAN FORTIE-DOWN LOCATIONSSEE PLAN FORTIE-DOWN LOCATIONSProject #DateSTREAM Collaborativearchitecture + landscape architecture dpc108 W. State St. Fl 2Ithaca, New York 14850ph: 607.216.8802www.streamcolab.comA1234BCD213 East Seneca StreetIthaca, New York 14850www.ElwynPalmer.com607.272.5060Elwyn Palmer&CONSULTING ENGINEERS, PLLCAs indicated9/11/2020 9:18:48 AMC:\Jobs\STREAM\327 W SENECA STREET\REVIT\327 W.Seneca Street_Structural_shall fnd‐Central V19_SS.rvtS104ROOF FRAMING PLAN2018015327 W. SENECA ST03.06.2020VISUM DEVELOPMENTITHACA, NY 148501/4" = 1'-0"1ROOF FRAMING PLAN1/4" = 1'-0"2GABLE ROOF TRUSS1 1/2" = 1'-0"4SHEAR WALL SCHEDULEREVISIONSΔ DESCRIPTION DATE1 UPDATE 09/11/20201