6200 12TH DR SE 2017 Plans 2022-12-12

General Structural Notes, Continue � THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS STEEL . �� 31. STRUCTURAL STEEL DES I GN, FABR I CAT I ON, AND ERECT I ON SHALL BE BASED ON: 42. PREFABR I CATED PLYWOOD WEB JO I ST DES I GN SHOWN ON PLANS I S BASED ON JO I STS 50. WOOD FASTENERS � x STRUCTURAL " � � MANUFACTURED BY THE WEYERHAEUSER CORPORAT I ON. ALTERNATE PLYWOOD WEB JO I ST "�� ENGINEERING ��'.�..�r.� A. AISC 360 AND SECTION 2205. 2 OF THE INTERNATIONAL BUILDING CODE. MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING � . B. APR I L 14, 2010 A I SC CODE OF STANDARD PRACT I CE FOR STEEL BU I LD I NGS AND AND STRUCTURAL ENG I NEER. ALTERNATE MANUFACTURER' S PRODUCTS SHALL BE SPEC I F I CAT I ONS: ziz4 Third Avenue-Suite�oo-Seattle,WA g8izi i BRIDGES AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE COMPATIBLE WITH THE JOIST HANGERS AND OTHER HARDWARE SPECIFIED ON PLANS, p: zo6.443•6z�z ssfengineers.com DELETION OF PARAGRAPH 4. 4. 1, AND REVISE REFERENCE FROM "STRUCTURAL OR ALTERNATE HANGERS AND HARDWARE SHALL SUBMITTED FOR REVIEW AND APPROVAL. SIZE LENGTH DIAMETER DES I GN DRAWI NGS" TO "CONTRACT DOCUMENTS'� I N PARAGRAPH 3. 1. SUBST I TUTED I TEMS SHALL HAVE I CC-ES REPORT APPROVAL FOR EQUAL OR GREATER 8D 2-1�2" 0. 131" g34 Broadway-Tacoma, wA 9s4oa p� z53•z$4•947o ssfengineers.com C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. LOAD CAPACITIES. 16D BOX 3-1/2" 0. 135" � Copyright 2017 Swenson Say Faget-All Rights Reserved 32. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: 43. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT ; MANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) ; TYPE OF MEMBER ASTM SPECIFICATION FY PLATE-CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1" BY THE TRUSS PLATE FOR REVIEW AND APPROVAL :�� ` ' INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL �,� �'' og�� A. WIDE FLANGE SHAPES A992 50 KSI BE AS FOLLOWS: NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE ,�. � , '�� B. OTHER SHAPES, PLATES, AND RODS A36 36 KSI DRIVEN FLUSH TO FACE OF SHEATHIN6 WITH NO COUNTERSINKING PERMITTED. �` x� � C. STRUCTURAL TUBING A500 (GR. B) OR ASTM A1085 TOP CHORD LIVE LOAD 25 PSF TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DIGRESS WITH THE MEMBER AND � ^ �` � -SQUARE OR RECTANGULAR 46 KSI TOP CHORD DEAD LOAD 10 PSF STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. `� 3„2s � D. CONNECTION BOLTS A325-N BOTTOM CHORD DEAD LOAD 5 PSF o,�� (3/4" ROUND, UNLESS SHOWN OTHERWISE) TOTAL LOAD 40 PSF B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS sION��'� � UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BO�TS BEARING ON WOOD. 33. ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF WIND UPLIFT (TOP CHORD) 5 PSF INSTALLATION OF LAG BOLTS SHAL� CONFORI� TO THE NATIONAL DESIGN � THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. BOTTOM CHORD LIVE LOAD 10 PSF SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 DRAWN: RJ (BOTTOM CHORD LIVE LOAD DOES NOT ACT PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" DESIGN: 34. ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND SHALL BE CONCURRENTLY WITH THE ROOF LIVE LOAD) AND SMALLER LAG SCREWS. JRC CORROSION PROTECTED BY GALVANIZATION OR PROVIDED WITH EXTERIOR PAINT SYSTEM, UNLESS OTHERWISE NOTED. WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). 52. NOTCHES AND HOLES IN WOOD FRAMING: CHE�KED: �A SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCNITECT AND 35. SHOP PRIME ALL STEEL EXCEPT: STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED APPROVED: i ABB ' SHALL BE SIGNED AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP QR BOTTOM OF SOLID SAWN A. STEEL ENCASED IN CONCRETE. STATE OF WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, JOISTS SNALL NOT EXCEED ONE-SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN B. SURFACES TO BE WELDED. HIPS, VALLEYS, ETC. , SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND C. CONTACT SURFACES AT HIGH-STRENGTH BOLTS. HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, D. MEMBERS TO BE GALVANIZED. STEP-DOWN TRUSSES, ETC. ) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH E. MEMBERS WHICH WILL BE CONCEALED BY INTERIOR FINISHES. SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS OF THE JOIST. � F. SURFACES TO RECEIVE SPRAYED FIREPROOFING. TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. G. SURFACES TO RECEIVE OTHER SPECIAL SHOP PRIMERS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A R ONS: 36. ALL A-325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT 44. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED ' i WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH. LIEU OF PLYWOOD AT WALL SHEATHING ONLY. HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR ; NOTCH. 37. ALL ANCHORS EMBEDDED IN MASONRY OR CONCRETE SHALL BE A307 HEADED BOLTS OR A36 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. EMBEDDED END. C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB ' FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE ' NOTED. � ; 38. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS ANO SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0. 53. WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. ALL COMPLETE JOINT PLANS: PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT . MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT -20 DEGREES F AND 40 FT - LBS AT 70 UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO � DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC CERTIFICATION. SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. "TIMBER CONSTRUCTION MANUAL" AND THE AF&PA "NATIONAL DESIGN WO O D REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304. 10. 1, COORDINATE THE 39. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN 45. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL CONFORMANCE WITH WCLIB STANDARD "GRADING RULES FOR WEST COAST LUMBER N0. PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPNALT DRAWINGS. - 17", OR WWPA STANDARD, "WESTERN LUMBER GRADING RULES 2011". FURNISH TO IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND g, WALL FRA�IING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. � THE FOLLOWING MINIMUM STANDARDS: CONCRETE OR MASONRY. ALL STUDS SHALL BE SPACED AT 16" Q. C. UNO. TWO STUDS MINIMUM SHALL BE JOISTS (2X & 3X MEMBERS) HEM-FIR N0. 2 46. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 TO THE USE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND . ' CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD AT BEAM OR HEADER BEARING LOCATIONS. TWO 2X8 HEADERS SHALL BE PROVIDED AND BEAMS MINIMUM BASE VALUE, FB = 850 PSI OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC36. WOOD IN CONTINUOUS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS (4X I�EMBERS) DOUGLAS FIR-LARCH N0. 1 CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10 -0 IN HEIGHT. MINIMUM BASE VALUE, FB - 1000 PSI USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC46. P�CT TITLE: 47. WOOD TREATED FOR FIRE RESISTANCE SHALL MEET THE REQUIREMENTS OF ASTM E 84 ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END Eve rett Sa fe Streets �� BEAMS ( INCL. 6X AND LARGER) DOUGLAS FIR-LARCH N0. 1 NAIL TOP PLATE TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END NAIL MINIMUM BASE VALUE, FB = 1350 PSI OR UL 723 AND HAVE A LISTED FLAME SPREAD INDEX OF 25 OR LESS. FIRE EACH STUD TO BOTTOM PLATE WITH TWO 16D NAILS. FACE NAIL DOUBLE TOP S u p po rtive H o u sin g RETARDANT TREATED LUMBER AND WOOD STRUCTURAL PANELS SHALL BE LABELED IN PLATE WITH 16D @ 12" O. C. AND LAP MINIMUM 4' -0" AT JOINTS AND PROVIDE POSTS 4X MEMBERS DOUGLAS FIR-LARCH N0. 2 ACCORDANCE WITH IBC 2303. 2. 4. W000 TREATED FOR FIRE PROTECTION FOR USE IN � � INTERIOR ABOVE GROUND CONSTRUCTION AND CONTINUOUSLY PROTECTED FROM WEATHER EIGHT 16D NAILS @ 4" O. C. EACH SIDE JOINT. 6200 12th Dr. S.E. ; I�INIMUM BASE VALUE, FC = 1350 PSI AND OTHER SOURCES OF MOISTURE SHALL BE TREATED TO AWPA UCFA. WOOD TREATED Everett, WA 98203 FOR FIRE PROTECTION FOR USE IN EXTERIOR ABOVE GROUND CONSTRUCTION AND ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD � (6X AND LARGER) DOUGLAS FIR-LARCH N0. 1 SUBJECT TO WETTING OR OTNER SOURCES OF MOISTURE SHALL BE TREATED TO AWPA FRAMING BELOW WITH TWO ROWS OF 16D NAILS @ 12" ON-CENTER, OR ATTACHED MINIMUM BASE VALUE, FC = 1000 PSI UCFB. TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4' -0" ON-CENTER � EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF ARCHITECT: STUDS & MISC. FRAMING DOUGLAS-FIR-LARCH OR HEM-FIR N0. 2 48. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16D @12" PLATES DOUGLAS-FIR-LARCH CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE ON-CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED NOTED. TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH N0. 6 X 1-1/4" .. ' 40. GLUED LAI�INATED MEMBERS SHAL� BE FABRICATED IN CONFORMANCE WITH ASTM AND WOOD TREATMENT CONDITION PROTECTION TYPE S OR W SCREWS @ 8" ON-CENTER. UNLESS INDICATED OTHERWISE, 1/2" ' ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL e n viro n m e ntal IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS CONTAINS AM�IONIA CARRIER INTERIOR DRY G185 OR A185 HOT DIPPED OR EXTERIOR SURFACES WITH 8D NAILS @ 6" ON-CENTER AT PANEL EDGES AND TOP WORKS CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR CONTINUOUS HOT-GALVANIZED AND BOTTOM PLATES (BLOCK UN-SUPPORTED EDGES)AND TO ALL INTERMEDIATE � COMB I NAT I ON 24F-V4, FB = 2, 400 PS I, FV =265 PS I. ALL CANT I LEVERED BEAMS PER ASTM A653 STUDS AND BLOCK I NG WI TH 80 NA I LS @ 12" ON-CENTER ALLOW 1/8" SPAC I NG AT Com mun ity Design Center . SHALL BE DOUGLAS FIR COMBINATION 24F-V8, FB = 2400 PSI, FV = 265 PSI. CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS ALL PANEL EDGES AND PANEL ENDS. 402 15th Avenue East CAMBER ALL SII�PLE SPAN GLULAM BEAMS TO 3, 500' RADIUS, UNLESS SHOWN CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS Seattle, WA 98112 ! OTHERWISE ON THE PLANS. AZCA ANY TYPE 304 OR 316 STAINLESS C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PH 2O6.329.8300 i PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND FX 206.329.5494 I 41. MANUFACTURED LUMBER, PSL, LUL, AND LSL SHOWN ON PLAN ARE BASED PRODUCTS INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19�. ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID � ' MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN ACCORDANCE WITH ICC-ES WOOD MOISTURE CONTENT IN OTHER CONDITIONS ( INTERIOR WET, EXTERIOR WET, AND BLOCKING AT ALL BEARING POINTS. TOE-NAIL JOISTS TO SUPPORTS WITH TWO ISSUE: � REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: EXTERIOR DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS 16D NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON Pe rm it Co rrecti o n � ' SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI - i PSL (2. OE) FB = 2900 PSI, E = 2000 KSI, FV = 290 PSI RECOMMENDATIONS FOR PROTECTION OF METAL JOIST BEAMS TOGETHER WITH TWO ROWS 16D @ 12" ON-CENTER. Co n st r u ctio n Set � � LVL (2. OE) FB = 2600 PSI, E = 2000 KSI, FV = 285 PSI � LSL ( 1. 55E) FB = 2325 PSI, E = 1550 KSI, FV = 310 PSI 49. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHEETTITLE: BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2015. SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" G e n e ral ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED ON-CENTER WITH 8D NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE WALLS AS SHOWN ON PLANS AND @ 12" ON-CENTER TO INTERMEDIATE SUPPORTS. St ru ct u ra I il MANUFACTURER' S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT N otes C O 11 t. i OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE � �, SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITE�IS SHALL HAVE ICC-ES MANUFACTURER' S RECOMMENDATIONS. APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW sc ' REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. N o ne ' ALL TJI JOISTS SHA�L BE CONNECTED TO FLUSH BEAMS WITH " ITS" SERIES JOIST TOENAIL BLOCKING TO SUPPORTS WITH 16D @ 12" ON-CENTER UNLESS OTHERWISE DATE: MANUFACTURED LUMBER PRODUCTS SHRLL BE INSTALLED WITH A MOISTURE CONTENT OF HANGERS. ALL DOUBLE-JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH NOTED. January 26, 2018 j 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO "MIT" SERIES JOIST HANGERS. PROJECT N0: PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. 00306-2016-07 EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR SHEET'N0: � BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. � N0: OF SHEEfS: _