2122 106TH ST SW 2019 Plans 2022-12-02

ROOF FRAMING NOTES: I. ALL EXTERIOR HEADERS SHALL BE 6XS DF*2 UNLESS NOTED OTHERWISE ON PLAN. i.,ei: ALL INTERIOR HEADERS SHALL BE 4X10 DF*2 UNLESS NOTED OTHERWISE ON PLAN. 2. SEE GENERAL NOTES AND TRUSS NOTES BELOW FOR TRUSS DESIGN SPECIFICATIONS. U 53 3. ALL SAWN ROOF JOISTS SHALL BE HF*2 OR BETTER AND SPACED A7 24' O.C. UNLESS NOTED OTHERWISE. W 4x8 4x8 4x8 4 I r - �- r - i i ti 4. PRE-NERD. TJI JOISTS SHALL BE OF THE SIZE AND SERIES SPECIFIED ON THE PLAN. S3 r �- J 1 I VERIFY MFRD, PLACEMENT PLAN WITH STRUCTURAL. NOTIFY THIS OFFICE OF ANY 0 CONFLICTS IN LAYOUT BEFORE INSTALLATION. W rn °03) O 4x8 - - - - - - V J - _ - - 10 5. PROVIDE ROOF VENTILATION PER CURRENT IRC OR IBC. SEE ARCHITECTURAL PLANS r r , 10 12 HEEL 53 FOR SPECIFIC REQUIREMENTS. CO 6. PROVIDE ATTIC ACCESS PANEL PER CURRENT IRC, IBC, AND ARCHITECTURAL PLANS 3 FOR SPECIFIC REQUIREMENTS. 53 - - - - - - L a \f 2.1 LVL 31�2>n1/4 I`'^ ,��+ II WOOD TRUSSES (IBC 2303.4) SHALL E3E: 4x8 I O LVL 31i2k11ia I 1`_(D - - - - - I i' `'� �! 1. DESIGNED PER IBC 2303.4.1.1 TO CARRY LOADS LISTED IN THE DESIGN CRITERION 5 - - --� 1-___F7--r -t -fi-rt- �- �7 -T---fi -I---- COLLECTOR 1.7K ;;Lial ��► r �® - }�� AND ANY ADDITIONAL POINT LOADS, UNIFORM LOADS, OR DRAG STRUT FORCES 0 46.°11°.4 COLLECTOR 1.1K DSC4 I I I III DSC4 NOTED ON FRAMING PLANS. �� ® N � 2. NON-ATTIC STORAGE TRUSSES SHALL BE DESIGNED WITH A LIVE LOAD OF 20 P5F ® LOCATED IN THE PLANE OF THE TRUSS. THE MAXIMUM STORAGE SPACE ABOVE THE n� I `V I I I III BOTTOM CHORD SHALL BE LESS THAN 42' HIGH AND 24' WIDE. 10 II 3. ATTIC TRUSSES SHALL BE DESIGNED FOR FLOOR LOADS LISTED IN THE DESIGN I I I I I I I I I I I r CRITERION AND LOCATED IN AREAS NOTED ON THE FRAMING PLANS. z 53 I I Q I I I III _ FI 4. TRUSS DESIGN DRAWINGS AND DOCUMENT SUBMITTAL (2303.4.1.1)SHALL INCLUDE to MFRD. TRUSSES 12' OR 16' O.C. to I I STRESS ANALYSIS AND PICTORIAL DEPICTION OF EACH TRUSS TYPE FOR THE Ipl V PROJECT AND INCLUDING A TRUSS PLACEMENT DIAGRAM (2303.42). TRUSS - _�I I INSTALLATION DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED L--1 - C i - I I I I I I I I I I IIIA I ENGINEER IN THE STATE OF WASHINGTON. APPROVED TRUSS DOCUMENTS SHALL _ I _ I I I II II I REMAIN ON THE JOB SITE FOR INSPECTION. r_J Z I I I I I I I IqI rl - - t�� r ,�+'� I I I I I H � 5. ALTERATIONS (2303.4.5): TRUSS MEMBERS SHALL NOT BE NOTCHED, DRILLED, 0 _ _ _ _ �`�l _ II' I I _ I III I I CI SPLICED, OR OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN APPROVAL OF THE .„."4:„. 1.90- z :.: itlI I TRUSS DESIGNER ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY I 12 ` N I tr)`" r MEMBER (E.G. HVAC EQUIPMENT, PIPING, ETC.) SHALL NOT BE PERMITTED WITHOUT O `ri 1 S3 I I I I I eev. h1 \ PRM ED TH UT v x I l 1 I I I I I I co APPROVAL OF TRUSS DESIGNER N, Z ,( I _ 6. TPI 1 SPECIFICATIONS: THE DESIGN, MANUFACTURE,FABRICATION, AND QUALITY () `� a " — — — — II, I I ' I III w — — — — �c I _ o N L J I m ASSURANCE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL BE IN iu I C---- RIDGE I _ _ -- _ 1 ACCORDANCE WITH TPI 1. Fu (Tt I I I 1q1 - - ' 1. TRUSSES SHALL BE BRACED TO MANUFACTURE'S SPECIFICATIONS o I - - - - IIIL I I III _- - O I 8. UNLESS NOTED OTHERWISE ON PLANS, ALL TRUSSES SHALL HAVE SIMPSON H-I CLIPS o r I RIDGE AT EXTERIOR BEARING WALLS. AT GABLE END TRUSSES, PROVIDE SIMPSON A35 Al 24' O.G. Z rl I I I I I GIRDER TRUSS A35 12' O.C. - TRUSS BOT.I Q i _ I _ _ _ -Liti 1 CHORD TO WALL PLATE O III I I I III - J 9. PROVIDE STC CLIPS AT ALL TRUSSES OVER NON-BEARING WALLS. 73 03 4110 I a ! I I I �r 7 C- U L L J I I - p (6 _ E - - - r - - iI I - - - - —I I — — —1 r 'yN a C � I IIIA I I I 0 � 141 I I I a II 1 I I N i I I • '_ 2 7_L IT4=g7I/ 1 w U L= - - C_J L C I I I I I - -1 _ - - - DRAG TRUSS 2.5k I 431 (0 L l'lcB � I � 141 ~ 1111* r z I I I �I -141 - - - - - - - to CONTRACTOR[ ‘1'.'T,,v ,..,•,:„e„,,,,,,,,A, V., rt.:a.: NOTE: ' ` k I I I LVL 31i2>11'a �' I I . X41 I I REFER TO TRUSS MANUFACTURER DUJG. FOR TRUSS u ,�+a I I I I I GIRDER TRUSS ___-_.1.- - ,. 12' HEELlo 5 IhI - �' II [11 i I I I il LVL_ 1/2 I/a I ILMI 31/2X11/L4`�� 3.1 m AN� U�1. I ®U� ®S� ®C� I ®NS. _ s I 1 I - - - - - T- -L L---- - - - - - - - -I ___I O I I I 'I II E T 4x8 T T 4x8 J_1 1 S3 I I I A rn 0 12' HEEL 3 ---- L---— GIRDER TRUSS I ® C I COORDINATION OF CONSTRUCTION, INCLUDING 4 \ S3/ 1 r � 07ri�l/ 1L �r�/7:�r ...r v!>;�fFICATION OF DIMENSIONS t FIELD CONDITIONS, ,- I DRAG TRUSS I.lk IS THE RESPONSIBILITY OF THE CONTRACTOR. S3 — — — ANY DISCREPANCIES SHAD. BE BRIOUGNT TO'NE 11.1 7 Q 3 j A35 12' O.C. TRUSS SOT. ATTENTION OF NE DESIGN TEAM PRIOR TOC 4STRUCTION. 0 •, S3 I CHORD TO WALL PLATE r w LEGEND : . zf.: zis 6 '.i-1 LIJ � m • xal .. e � � x —r � U m I /13* NDICATES 6X6, 4X4, OR (X) 2X B.U. POSTS ORIGINATING AT LOWER LEVEL AND ROOF F'LAN BM. PER PLAN SUPPORTING POINT LOADS FROM THIS ® LEVEL AND ABOVE. - - - - 1 cQ�\INDICATES SPECIAL POST/BEAM CAP PER PLAN OR GENERAL NOTES. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS '� WITH ARCHITECTURAL DRAWINGS. - - - - — - - 7 INDICATES SPECIAL BEAM MARK NUMBER O6X10 PER PLAN AND STRUCTURAL r 1 - - - CALCULATIONS. SEE WALL ELEVATION ON 4x5 O 4x8 4x8 ] SI FOR FRAMING REQUIREMENTS. L I _ TT - - I - T -I • '- L - J L - J L- - J -I- I .. L NDICATES WALL BELOW Cu iT s- z z o w 4 FLUSH BEAM NDICATES TOP OF BEAM AND JOIST FLUSH. ` p cp z C C S3 1r 1 r 1 r -ir DILATES MANUFACTURED TRUSSES OR di SAWN JOIST SUPPORTED BY FACE � - ' ' 411 .:, -- .: >: MOUNTED SIMPSON HANGER 0 0 1 p 11* INDICATES 36' OSB SHEATHING - I NAIL WITH 8c19 6' O.C. EDGES AND 801e 12' O.C. AT INTERMEDIATE FRAMING Project # IIIIA r MEMBERS (TYP.) II 1231 I I -I r I-1 r J sheet L_J LJ L_I L_—J CITY OF EVERETT ERETT REVIEWED FOR PERMIT I rn---