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Home My WebLink AboutPRJ09-0137 B09-0085.PDF , � � � u� C! � � 6i p � ,Y N w � � �,�t� F?�!'f � GENERAL NOTE ��;f�� 3 �� , ��,��*� ('J�,�t�� ° SECTION 1 — GENERAL REQUIREMENTS ¢� ��'��"�� ° INTERMEDIATE ` oEN D �� lpni?4,��«4'»�� 1 0 DEF I N I T I ONS• PRODUCT SIZE TYPE MR VR EI REACTION REACTION W/0 REMARKS �, �.� ��`��$#taa�ea�m��` ,D STIFFNERS �'�'J��ti ��` � � A. ENGINEER. REFERENCES ON THE STRUCTURAL DRAWINGS TO �� "ENGINEER" MEAN THE STRUCTURAL ENGINEER OF RECORD. OTHER 11 8" TJI 230 230 IJ 4215 1655 347 1060 2410 y ° ENTITIES ARE SPECIFICALLY NOTED AS "CONTRACTOR'S ENGINEER" , 11 �" TJI 560 560 IJ 9500 2050 636 1265 3000 i °� "MECHANICAL ENGINEER" , ETC. �,, 14" TJI 230 230 IJ 4990 1945 509 1060 2410 � 1 1 . 1 EX I ST I NG STRUCTURES• 14" TJI 560 560 IJ 11,275 2390 926 1265 3000 ��s r1 ::r,r�:r�.� � [n �-- c_, �1(LN[7:�-��=Jisr' � A. CONTRACT DOCUMENTS HAVE BEEN PREPARED US I NG AVA I LABLE F F� FT �°'>su�,��:�r��:��:y � DRAW I NGS AND S I TE OBSERVAT I ON AS PERM I TTED BY ACCESS PRODUCT SIZE TYPE �PSI) (PSI) E (KSI) �PSI) ° ""'""-'°x�"°"`"�'" _�` �� RESTR I CT I ONS DUR I NG DES I GN y"""'°' " B. DUR I NG CONSTRUCT I ON, THE CONTRACTOR MAY ENCOUNTER EX I ST I NG 1 3E TIMBERSTRAND COLUMN 3 2 X 3 2 LSL 1900 400 1.3X10�6 680 � a�~�� `��.� CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH ABBREVIATIONS ARE AS FOLLOWS• PROJECT DOCUMENTATION (DISCOVERY) CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL CONDITIONS NOT PER THE CONTRACT °°MARTiNiMARriN DOCUMENTS EXAMPLES I NCLUDE• MR — NON—REPET I T I VE MEMBER RES I ST i NG MOMENT I N FOOT—POUNDS . V+, CON9lJLTINQ ENGINEERB — S I ZES OR D I MENS I ONS OTHER THAN THOSE SHOWN VR — RES I ST I NG SHEAR I N POUNDS �� ,Z4a9w�..�o�F.nA�E��e E I — PRODUCT OF MODULUS OF ELAST I C I TY AND MOMENT OF I NERT I A, u�o o�;�o Aooaoz„ — DAMAGE OR DETER I ORAT I ON TO MATER I ALS AND COMPONENTS. „ PM 3U3431 b,00 — COND I T I ON5 OF I NSTAB I L I TY OR LACK OF SUPPORT. x10 6 #I N2 FAX3O3931 6666 — ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD ER . . ALLOWABLE REACTION AT MEMBER END WITH 1-3/4" C. PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS. BEARING LENGTH. D CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL � CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS IR . ALLOWABLE REACTION AWAY FROM MEMBER END WITH 3-1/2" W E CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH BEARING LENGTH. � DISCOVERIES IN THE CONSTRUCTION SCHEDULE. � ' IJ — I JOISTS � � ; , 1 1 .2 USE OF DRAWINGS� OJ — OPEN WEB JOIST WITH WOOD WEBS „ LSL — LAMINATED STRAND LUMBER � � � �, A DO NOT SCALE DRAWINGS LVL — LAMINATED VENEER LUMBER � � PSL — PARALLEL STRAND LUMBER � � �"� B . WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, AND � GENERAL NOTES, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. 6.2.2 SHEATHING• � � DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND � TYPICAL DETAILS DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR A WOOD STRUCTURAL PANELS (WSP) O CONDITIONS WHERE NO SPECIFIC DETAILS ARE SHOWN, 1 WOOD STRUCTURAL PANELS SHALL BE APA RATED SHEATHING CONFORMING O � Q CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE TO U.S. DEPARTMENT OF COMMERCE STANDARD PS 2 AND APA Q � PROJECT PERFORMANCE STANDARD PRP-108, LATEST EDITIONS. � 2. ALL WOOD PANELS SHALL BE EXPOSURE 1 � 1 . 1 3 TEMPORARY CONDITIONS. z � 6.3. 1 BLOCKING AND BRIDGING: O THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON O J , COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHfNG A. PROVIDE FULL HEIGHT SOLID BLOCKING (MINIMUM WIDTH TO MATCH � ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS WIDTH OF FRAMING) BETWEEN ALL FRAMING MEMBERS (SOLID SAWN v o � THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR JOISTS AND RAFTERS, FABRICATED JOISTS AND RAFTERS AND � ' ` � SEQUENCES REFER TO "LATERAL LOAD RESISTING SYSTEM TRUSSES) AT SUPPORTS � V ' DESCRIPTION" IN DESIGN CRITERIA FOR ADDITIONAL INFORMATION. � „ � � - 6 3.2 NAILING UNLESS NOTED OTHERWISE ON THE DRAWINGS, PROVIDE � J ; 1 . 1 4 OSHA STANDARDS. BOX NAILS WITH SIZES SHOWN ON THE DRAWINGS. ALL NAILING � _ � SHALL BE IN ACCORDANCE WITH TABLE 2304 9 1 OF THE IBC UNLESS � THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON NOTED OTHERWISE ON DRAWINGS � O COMPLETION NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL � � , BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO 6 3.3 METAL CONNECTORS• � COMPLY WITH ALL OSHA REQUIREMENTS. � FRAMING CONNECTORS SHALL CONFORM TO IBC 2003 SECTION 1715. 1 Q � � THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, FRAMING CONNECTOR DESIGNATIONS ARE THOSE MANUFACTURED BY PLATES, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, SIMPSON STRONG—TIE COMPANY, SAN LEANDRO, CALIFORNIA. OTHER � � ' BRACING, BEARING SEATS, ETC , AS WELL AS CL�SURES FQR MANUFACTURER'S PRODUCTS MAY BE USED IF APPROVED BY THE ' OPENINGS. ENGINEER. FURNISH NAILS AND/OR BOLTS OF DIAMETER, LENGTH, ; Qz AND NUMBER SPECIFIED BY THE MANUFACTURER FOR EACH CONNECTOR. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA � � � N REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL � �' CONDITIONS ONLY; THE CONTRACTOR SHALL ADD ALL ERECTION ALL CONNECTOR HOLES SHALL BE FILLED WITH PROPER NAILS/BOLTS , � FRAMING AS MAY BE NECESSARY TO COMPLY WITH OSHA. INCLUDING OPTIONAL NAIL LOCATIONS FOR UPLIFT ALL BOLT �, i HOLES SHALL BE DRILLED INTO FRAMING MEMBERS MAXIMUM HOLE 0 0 1 .3 1 SPECIAL INSPECTIQN DIAMETER IS 1/16" LARGER THAN THE BOLT DIAMETER. ' o �'i N 6.3.4 OPEN I NGS: DATE DESCRIPTION u, o � Q SPEC I AL I NSPECT I ON SHALL BE PROV I DED PER I EC 2003 SECT I ON 04/24/09 PERMIT ISSUE _, N N� � �- 109 AND CHAPTER 17. THE LIST BELOW IS A SUMMARY OF REQUIRED - � -� N OPENING, POCKETS, ETC , SHALL NOT BE PLACED IN BEAMS, - � � � TESTS, REFER TO THE SPECIFICATIONS FOR DETAILED TESTING ' � ° ° � � REQUIREMENTS JOISTS, POSTS, COLUMNS, TIMBER AND OTHER STRUCTURAL MEMBERS , �.,�--- EXCEPT AS ALLOWED PER THE MANUFACTURER S RECOMMENDATIONS I �� WOOD. MAXIMUM CIRCULAR HOLE SIZE SHOULD NOT EXCEED 8" � � � �, o — METAL CONNECTORS � w � � � = Q Q SECTION 5 — METALS DESIGN CRITERIA � cn w w � 5 1 1 CONNECTION MATERIAL • i 1 . CODES AND STANDARDS USED IN DESIGN. � A. HIGH—STRENGTH BOLTS• ASTM A325 OR ASTM F1852 ' TENSION—CONTROL TYPE 1 HEAVY HEX, PLAIN UNLESS NOTED A INTERNATIONAL BUILDING CODE 2003 PROJECT NO: 20632.S.02 OTHERWISE. PROVIDE TENSION—CONTROL BOLTS WHEN EVER MOD EL FILE: POSSIBLE . B. WOOD: ANSI/NFoPA NDS-01 [NDS-97] "NATIONAL DESIGN � B. EXPANSION ANCHORS• WEDGE TYPE, REFER TO SPECIFICATIONS FOR SPECIFICATION FOR WOOD CONTRUCTION" AND SUPPLEMENT, 2001 MATERIAL, GRADE, AND FINISH SUBMIT ICBO REPORT. ' C ADHESIVE ANCHORS• THREADED ROD ASTM A307, REFER TO 2. GRAVITY LOADS � SPECIFIATIONS FOR MATERIAL GRADE AND FINISH. � SECTION 6 — WOOD A. GRAVITY LOADS TABLE � SUPER—IMPOSED LIVE LOAD, LIVE LOAD PARTITION � 6 . 1 1 LAMINATED MEMBER SIZES MICROLLAM SIZES (LUL) AND FABRICATED LOCATION DEAD LOAD, PSF PSF REDUCTIOh LOAD, PSF REMARKS S H E ET TITLE � MEMBER SIZES (TJI ) SHOWN ARE NET; OTHER MEMBER SIZES ARE � � � NOM I NAL TYPICAL 10 40 YES -- � � Q FLOORS GENERAL NOTES � � o � 6 2. 1 FABRICATED LUMBER NOTES: SUPERIMPOSED DEAD LOAD EXCLUDES STRUCTURE SELF WEIGHT BUT AN D Y z = z D. FABR I CATED �LUMBER DES I GNAT I ONS ARE THOSE MANUFACTURED BY E�I L�I�NGS,T ME E PI,C F I N�I S ES�, ROOFR N ER EAN�ENT MATER i ALS SUCH AS DE S I GN CRITER I A '� Q � c�'n = ILEVEL , BOISE, IDAHO. , o z �— Q E FABRICATED LUMBER IS DESIGNATED ON THE DRAWINGS AS ONE OF ' Q Y � o THE FOLLOWING. MICROLLAM (LVL) , TJI JOISTS. � F. T H E M A N U F A C T U R E R S H A L L P R O V I D E W E B S T I F F E N E R S, E N D B L O C K I N G, I ' � BRIDGING, AND ERECTION BRACING AS REQUIRED SEE "DESIGN i ? CRITERIA" FOR DESIGN DEAD AND LIVE LOADS a G FABRICATED LUMBER SHALL BE DRY AND HAVE THE FOLLOWING �'� � �' r MINIMUM DESIGN PROPERTIES (AT NORMAL LOAD DURATIONS) : • � � � o m � � w z z � � « � Q '�� Cn R ' CL � W � � � � � 1 �,,. af�