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<br /> FASTENING SCHEDULE ° NOTES: � S-,.�
<br /> GENERAL:
<br /> CONNECTION DESCRIPTION FASTENING b '
<br /> JOIST TO SILL OR GIRDER, TOE NAIL (3� 8d 1. ALL NEW FACILITIES SHALL BE BUILT IN ACCORDANCE WITH ACCESSIBILITY 64'-0" (MODULE LENGTH) �
<br /> SOLE PLATE TO JOIST OR BLOCKING, TYP FACE-NAIL 16d C� 16 O.C. REQUIREMENTS FOR BARRIER FREE ACCESS (WAC-51-50-1100). , �„ , „ °
<br /> SOLE PLATE TO JOIST OR BLOCKING, AT BRACE WALL PANELS (3) 16d � 16n0.C. 2• ALL STAIRS, RAMPS, LANDINGS, AND HANDRAILS TO BE SUPPLIED AND INSTALLED ON 32-14 31 -10� �
<br /> TOP PLATE TO STUD, END-NAIL (2) 16d SITE BY OTHERS, UNDER SEPARATE LOCAL PERMIT (UNLESS NOTED OTHERWISE) N
<br /> STUD TO SOLE PLATE, END NAIL (2) 16d 3. ACCESSIBLE RESTROOM FACILITIES AVAILABLE IN AN ADJACENT BUILDING, m
<br /> DOUBLE STUDS, FACE-NAIL 16d t� 24"O.C. APPROVED BY LOCAL BUILDING OFFICIAL I z
<br /> DOUBLE TOP PLATES, TYP FACE-NAIL 16d (� 16"O,G �= z ° Z �
<br /> DOUBLE TOP PLATES, LAP SPLICE 8 16d � SW-2 �i W � �`� � � w � � ¢
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<br /> BUILDING ENVELOPE:
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<br /> SW-2
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<br /> RIM JOIST TO 0
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<br /> T P PLATE, TOE NAIL 8d � 6 O.G ___ _._.___.. _�____.______ _ � � � ; �-' �
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<br /> ____.. _. .._._._._._._._._._._._._. _._._._._._._._._._._._._ _._._ _.__.___� _._.__._._.__._._._._.. ._.___.__.___.�__ _.__._._____.__._ __._.__W_._.____ _�..__W�..V...�_. �_��.__.r�� _W_____....___� _�.... .__�._.__._.. ____._._._._._.__._v ......................_. __�._.�._ _._._.���.___ �,__. _._._._. __.__._._._.____ __.._......__._ ______._._._._.. _.__._. �
<br /> �. , c� •� _ � ,,� � o-- -- i i i � � �
<br /> TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL � (2) 16d 2, CODE REFERENCES BELOW REFER TO THE WASHINGTON STATE ENERGY CODE 3 � �
<br /> CONTINUOUS HEADER, TWO PIECES 16d � 16 O,C. ALONG EA. EDGE (WSEC} 2012 EDITION. 3 '
<br /> CEILING JOIST TO PLATE, TOE-NAIL 3 8d 3. INSULATION SHALL BE PROVIDED WITH A R-VALUE IDENTIFICATION MARK FROM THE ♦ ♦ t a a a a ¢
<br /> CONTINUOUS HEADER TO STUD, TOE-NAIL �43 8d �
<br /> CEILING JOISTS, LAPS OVER PARTITIONS, MANUFACTURER (WSEC C303.1.1 ,
<br /> FACE -NAIL 3 16d 4. FENESTRATIdN PRODUCTS TO BE SUPPLIED WITH A LABEL WITH RATED U-FACTOR i '~- � -�" 3
<br /> CEILING JOISTS TO PARALLEL RAFTERS, FACE-NAIL �3� 16d SHGC, VT AND LEAKAGE RATINGS (WSEC C303.1.3) � : TIE DOWN TIE DOWN � � '
<br /> RAFTER TO PLATE, TOE-NAIL (3� Sd 5, ALL INSULATION MATERIALS SHALL BE INSTALLED PER MANUFACTURES INSTRUCTIONS , ' , N o
<br /> BUILT-UP CORNER STUDS � 16d � 24 O.C. TO MAINTAIN PROPER DENSITIES, MAINTAIN CLEARANCES, AND OBTAIN FULL R-VALUE. ' � �
<br /> WOOD STRUCTURAL PANELS AND PARTICLE BOARD (WSEC C303.2)
<br /> SUB-FLOOR, ROOF AND WALL SHEATHING TO FRAMING 6dd 6. ROOF/CEILING INSULATION SHALL BE INSTALLED W/ MIN 1" CLEAR AIR SPACE TO ; 3 --,
<br /> 1�2 AND LESS 8 d OR 6dd ROOFING MEMBERS ABOVE. WHEN EAVE VENTING IS REQUIRED INSTALL BAFFLES TO o � ;�" �` � o I
<br /> 19 32 TO 3�4 Sd DEFLECT AIR OVER SURFACE OF INSULATION. (IBC 12032) � � �':�' � ` �
<br /> 7�" TO 1" 10d OR Sd f 7. EXTERIOR WALL CAVITIES SHALL BE FULLY INSULATED TO THE LEVELS OF THE W � ; I ,_ �„ ' � �
<br /> FIBERBOARD SHEATHING (OSB) SURROUNDING WALLS. � SW 1 2 _p� 2 0� SW-1 � z�r
<br /> 1/2" N0. 11ga. NAII e 8. FLOOR INSULATION SHALL BE INSTALLED IN A PERMANENT MANNER IN SUBSTANTIAL � ; ; � O o
<br /> CONTACT WITH THE SURFACE BEING INSULATED. SUPPORTS SHALL BE SPACED AT 3 a ���
<br /> N 0. 1 6ga. S T A PL E h NOT MORE THAN 24"O.C. INSULATION SHALL NOT BLOCK CRAWL SPACE VENTS. � ; �
<br /> INTERIOR PANELING: 9. DOOR AND GLAZING U-FACTOR, SHGC & VT SHALL BE OBTAINED FROM NFRC LABEL, �, ' ' � I
<br /> 1/4" 4d ' PRODUCTS LACKING THIS LABEL SHALL BE ASSIGNED A DEFAULT VALUE FROM WSEC B
<br /> ALUMINUM DRIP RAIL #6 x3/4" HEX HEAD SCREWS C� 4 1/2°O.C. TABLES IN CHAPTER 3 (WSEC C303,1.3) � ( s-�.o � g o
<br /> ' STEEL GALVANIZED ROOFING PER MANUFACUTRES INSTRUCTIONS 10. VAPOR BARRIER (CLASS I OR II) REQUIRED AT WARM SIDE OF INSULATION. (IBC 3 = o j •
<br /> MEMBRANE ROOFING PER MANUFACTURES INSTRUCTIONS 1405.3) � ; I ; � �, W
<br /> NOTES: 11. EXTERIOR JOINTS AROUND WINDOWS & DO O R F R A M E S, E X T E R I O R P E N E T R A T I O N S, o a 3 � � o o i , , � �
<br /> a. TAKEN FROM I.B.C. TABLE 2304.9,1 (NOTE: NOT ALL ITEMS AND JOINTS BEfWEEN BUILDING COMPONENTS AND ANY OTHER OPENINGS, JOINTS AND � � I � ;
<br /> FASTENERS ARE USED ON ALL JOBS.) OR CRACKS IN THE BUILDING ENVELOPE SHALL BE SEALED, GASKETED, CAULKED OR v, �' ; "' �, a a a a ¢
<br /> b. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE BOARD WEATNERSTRIPPED TO LIMIT AIR LEAKAGE. (WSEC C402.4.1) o ; o �
<br /> DIAPHRAGMS AND SHEAR WALLS, REFER TO I.B.C. SECTION 2315.3.3 AND 12. DQORS AND OPERABLE GLAZING SEPARATING CONDITIONED AND UNCONDITIONED � ^� o � �- - - - - - - - - - - - - - - - - - - - - - - � � o ^.,�„ �
<br /> ; _
<br /> 2315.4. NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING, SPACE SHALL BE WEATHER STRIPPED, FIXED WINDOWS SHALL BE TIGHT FITTING W/ Z � � i v
<br /> c. NAILS SPACED AT 6"O.C, AT EDGES, 12°O.C. AT INTERMEDIATE SUPPORT GLASS REfAINED BY STOPS WITH SEALANT ALL THE WAY AROUND. r; ; • TIE DOWN CLASSROOM I „ „ „ CLASSROOM TIE DO N c r;
<br /> �' 2 x3 �s HSS STEEL 1 01 °�
<br /> (6"O.C. WHERE INTERMEDIATE SUPPORT AT 48" OR MORE. 13. BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS SHALL BE SEALED, CAULKED i � 102 =
<br /> d. COMMON OR DEFORMED SHANK AND GASKEfED TO LIMIT AIR LEAKAGE. i� �'� to2a � COLUMN, SEE DETAIL 'D' � 1D1A � ;�.
<br /> e. COh�MON 14. OUTSIDE AIR AND RELIEF DAMPERS SHALL COMPLY WITH WSEC C402.4.5,2.OUTSIDE N � ON SHEET S-2A ; ;.., `V w
<br /> f. DEFORMED SHANK n AIR DAMPERS SHALL BE MOTORIZED AND SHALL CLOSE AUTOMATICLY s-i.o �
<br /> g. CORROSION-RESISTANT ROOFING NAILS WITH 7/16 DIA. HEAD AND 1 1/2 SYSTEM IS OFF AND HAVE A LEAKAGE RATE OF MAX 4CFMJSF. GRAVITYRELIEF --� � O ' ' '
<br /> LENGTH FOR 1/2" SHEATHING AND 1 3/4" LENGTH FOR 25/32 SHEATHING DAMPERS MAY BE USED ON BUILDINGS WITH LESS THAN 5,000 CFM TOTAL SUPPLY o o �
<br /> CONFORMING TO THE REQUIRMENTS OF I.B.C. SECTION 2304.3. FLOW. GRAVITY DAMPERS WHEN PERMITTED SHALL HAVE A LEAKAGE RATE OF 3 : � 3 �. v �
<br /> h. CORROSION RESISTANT STAPLES WITH 7/16" OR 1" CROWN AND 1 1/4" 20CFM/SF (40CF�1/SF IF LESS THAN 24") J � � � '
<br /> ; w � i
<br /> LENGTH FOR 1/2 SHEATHING AND 1 1/2 LENGTH FOR 25/32 SHEATHING. 15. FENESTRATION (DOORS & WINDOWS SHALL MEEf MAX. Alft INFILTRATION RATES AS � £ � £ � z��" w �
<br /> � �� o SW-1 SW-1 0 � o w
<br /> PANEL SUPPORTS AT 16 (20 IF STRENGTH AXIS IN LONG DIRECTION OF SHOWN IN WSEC TABLE C402.4.3 �EXCEPTION: FIELD FABRICATED FENESTRATION O J }
<br /> PANEL, UNLESS OTHERWISE MARKED.) SHALL BE SEALED PER WSEC C402.4,1) � I � �I`- w m
<br /> n �� „ �� „ n o = o u' z m m
<br /> i. CASING (1 1/2 x0.080 } OR FINISH (1 1/2 x0.072) NAILS 6 EDGE, 12 ; � � �
<br /> INTERMEDIATE. STRUCTURAL• � "'� � "�- i w � w =
<br /> I � � � � U
<br /> 1. WINDOWS AND DOORS SHALL HAVE A MIN OF 2 STUDS AT EACH SIDE 1 KING STUD '
<br /> � ) � °' � # � .-
<br /> AND ONE TRIMMER) TIE DOWN TIE DOWN
<br /> 2. ALL NAILING AND FASTENING NOT CALLED OUT ON PLANS AND DEfAILS SHALL BE PER = -�~ I -� ;
<br /> IBC 2304.9,1 NAILING SCHEDULE (LOCATED ON THIS SHEEf) £ I 3
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<br /> 5_� 6-0 (RO) 6-0 ~ 6 -0 (RO) 4-3 � 3'-4����RO) 1 -5� -2 3�_4�,��RO) 4 3 6 0 (RO) 6 0 6 0 (RO) 5 1 ~
<br /> 16" OVERHANG ALL SIDES C� �
<br /> 32'-1�„ 31'-10�° � a
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<br /> 64'-0"(MODULE LENGTH) O �'
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<br /> FLOOR PLAN o � °- .
<br /> ,�4 , -o N CODE ANALYSIS � � �
<br /> " ' " REF.
<br /> THIS STRUCTURE MEEfS CONSTRUCTION REQUIRMENTS OF WAC-51-50 (IBC 2012) � v O
<br /> INTERNATIONAL BUILDING CODE AS AMEDED FOR WASHINGTON STATE GOLD LABEL � � O �"
<br /> INSIGNIAS. � � J �
<br /> ROOM FINISH KEY
<br /> F�ooR STRUCTURAL REQUIREMENTS BUILDING lYPE: VB DESIGN LOADS � � � �
<br /> UDLX -%" STURD-I-FLOOR SUBFLOOR RO O M F I N I S H S C H E D U L E oCCUPANCY GROUP: E ROOF LIVE: 30psf o w �
<br /> BUILDING USE: CLASSROOM PONDING: N/A w � � o
<br /> BUILDING AREA: 1,773 SQ. Ff. ¢ � �
<br /> WALLS � � ~
<br /> FLOOR LIVE: m � w �
<br /> WALL CEILING FLOORING MODULE DESIGN SUMMARY o o �
<br /> �� NUMBER NAME NORTH EAST SOUTH WEST REMARKS NUMBER OF OCCUPANTS (IBC TABLE 1004.1.1) CLASSROOM: 40psf
<br /> GWB - GYPSUM WALL BOARD, 5/ TYPE X A. D ES I G N C RI T E RIA: REFER TO CODE ANALYSYS LOCATED ON THIS SHEEf (AREA / FLOOR AREA PER PERSON)
<br /> VfB - VINYL COVERED TACK BOARD "CALCUTfA TAN" MAT'L FIN. MAT'L FINISH MRT'L FIN. FIN. MAT'L MAT'L SUB-FLR FINISH BASE . CLASSROOM: NEf 1660 / 2o s4 � N
<br /> CEILING � M
<br /> 101 CLASSROOM GWB VTB GWB VTB GWB VTB VfB GWB ACT UDLX B.O. B.O. -- B. ROOF SHEATHING: 7/1 fi" OSB (24/16 SPAN RATING) OVER RAFTERS @24"O,C. TOTAL OCCUPANTS: 84 CONCENTRATED 30°SQ.: 1,OOOpsf z � � �
<br /> ACT - ACCOUSTIC CEILING TILE ARMSTRONG "CORTEGA" 769A TILE 1 D2 CLASSROOM 6WB VTB GWB VTB GWB VTB VfB GWB ACT UDLX B.O. B.O. --
<br /> C. ROOF JOISTS: 2x12 HF-2 � 24"O.C, WIND LOAD: 110 a J �
<br /> E N E R G Y C O D E: 2 0 1 2 W S E C EXPOSURE: B �"' Z � } M
<br /> D. ROOF MATE LINE BEAM: (1)1.5"x24" LVL BEAM EACH MODULE. PROVIDE BRACING FROM W w � � �
<br /> � �� COMPLIANCE MEfHOD: ,
<br /> B O T f O M O F B E A M T O R A F T E R S �8 0 O.C. (N O T E; C O N N E C T B E A M S O N S E I S M I C D E S I G N R E Q U I R E M E N T S: J o 0 0
<br /> SITE �48" O.C. W/ 1/2" THRU BOLTS (ALT. SDS 1/4"x3.5" SCREWS �48n0.C.)) COMPONENT PREFORMANCE DESIGN CATEGORY: D �- [� E m �
<br /> C L I M A T E Z O N E: 4 C D E S I G N S ds; 0.7 8 r1� c Z �
<br /> GLAZING PERCENTAGE : DESIGN Ss: 1.09 = v
<br /> E. END COLUMNS: MIN, (1)2x6 HF-STUD PER MODULE, PROVIDE (2)MSTA-18 STRAPS COLUMN � � �
<br /> T O R I M A N D C O L U M N T O B E A M P E R C O L U M N. GIAZING AREA / GROSS WALL AREA ; � � � w y
<br /> 48,0 / 1481.9 = 3,2� W � o ,;;
<br /> F. INTERMEDIATE COLUMNS: (1)HSS 3x2x3/16" STEEL COLUMN PER MODULE. PROVIDE MIN. � � �
<br /> 1.5"x10,5" STEEL BEARING PLATE AT TOP OF COLUMN. FASTEN W/. (4)SDS 1/4"x3 SCREWS 1.�TREFER TO PLAN AND SECTIONS FOR INSTALLED INSULATION VALUES w N �
<br /> AT COLUMN BASE & (4)SDS 1/4"x1.5 SCREWS AT TOP. � •
<br /> WINDOW SCHEDULE
<br /> G. EXTERIOR WALL STUDS: 2x6 HF-STUD �16"O,C, �-��-��� � �� � � :
<br /> SIZE FRAME ENVELOPE REQ. ROUGH OPENING ��� ��� • � �
<br /> QTY MARK TYPE MFR. MODEL GLAZING FILL � NOTES H. MATE uNE wA�� STUDs: NOT USED S � e e � I S� TCI � e �� ���� �� � �` ���
<br /> , �
<br /> WIDTH HEIGHT MATERIAL COLOR U-FACTOR SHGC WD HGT HEAD HGT. __ � . � �, ,;
<br /> 4 A HORIZONTAL SLIDER ATRIUM 6000 DUAL GLAZE, LOW-E, TEMPERED ARGON 6'-0" 4'-On VINYL WHITE .29 .40 NFRC 72" 48" gp ALPINE OAK LINER & CASING, 1 I. HEADERS: Sheet Number Sheet Title � �"` ,;f
<br /> MINI BLINDS HEADER 1, EXTERIOR DOORS: (2) MIN. 2x6 HF-STUD W/ 1/2 PLY FILLER '�� � � u�
<br /> HEADER 2, EXTERIOR WINDOWS: 2 M I N. 2x 8 H F-2 W 1 2" P L Y F I L L E R , A-1.0 ' FLOOR PLAN =
<br /> � � � � �� , � � ,..:...:
<br /> I A-2.0 ' EXTERIOR ELEVATIONS
<br /> J. MATE LINE BEAM HEADER: NOT USED ; S-1.0 ' BUILDING SECTION '
<br /> K. FLOOR DECKING: (1) LAYER 3/4" T&G APA RATED FLOOR SHEATHING OVER JOISTS �16"O.C. ' S-2.0 STRUCTURAL DETAILS � o � � _
<br /> __ _ _ _ ; Zc, � z �
<br /> �� � �> E-1.0 ELECTRICAL PLAN � � � o o ,
<br /> DOOR AND FRAME SCHEDULE L. FLOOR RIM JOISTS: (1)1.5x7.5 LVL AT EACH SIDE OF MODULE, PROVIDE SUPPORTS �8 -0 O.0 MAX. __ __ _ _ __ _ o � � � w
<br /> E-2.0 ELECTRICAL ELEVATIONS " ��,, � � �
<br /> DOOR M. FLOOR JOISTS: 2x8 HF-2 JOISTS �16"O.0 (NOTE: PROVIDE MID SPAN FOUNDATION SUPPORT ON SITE) � � w � � �
<br /> FRAME HARDWARE ROUGH OPENING ENVELOPE REQUIREMENTS M-�.o MECHANica� P�aN a = = J w �
<br /> M A R K D E S C R I P T I O N S I Z E NOTES N. D B L. F L O O R J O I S TS SUPPORT FOR MATE LINE HEADER: NOT USED o o � _ � �
<br /> MATL FINISH GLAZING J � � o ¢ Z
<br /> W D H G T T H K MATL TYPE THROAT SET LATCH WIDTH HEIGHT DOOR U LITE U SHGC 0. ROOF DIAPHRAGM: 7/16" OSB PANELS OVER JOISTS � 24"O.C. W/ UNBLOCKED EDGES. FASTEN W/ w w �
<br /> 1 0 1 H I N G E D S I N G L E W 8 X 3 2 V I E W L I T E 3-0 6-8 1 3 4 I N S. G A L V, S T E E L P A I N T D U A L L O W-E G A L V. S T E E L W E L D E D 8 3 8 1 LEVER PRECISION 2100 SERIES PANIC 40 1 4 82 1 4 ,37 DEFAULT .37 DEFAULT <0.40 NORTON 7500 SERIES CLOSER 8d NAILS � 6" BOUNDARY, 6" EDGE & 12" FIELD. o � o � Z o
<br /> 102 HINGED SINGLE W 8X32 VIEW LITE 3-0 6-8 1 3 4 INS. GALV. STEEL PAINT DUAL LOW-E GALV. STEEL WELDED 8 3 8 1 LEVER PRECISION 2100 SERIES PANIC 40 1 4 82 1 4 .37 DEFAULT .37 DEFAULT <0.40 NORTON 7500 SERIES CLOSER Z a '- �, o "
<br /> 1 0 1 A H I N G E D S I N G L E W 8 X 3 2 V I E W L I T E 3-0 6-8 1 3 4 I N S. G AL V. S T E EL PAINT DUAL LOW-E GALV. STEEL WELDED 8 3 8 1 LEVER PRECISION 2100 SERIES PANIC 40 1 4 82 1 4 .37 DEFAULT .37 DEFAULT <0.40 NORTON 7500 SERIES CLOSER �' _ �z � c� �
<br /> 1 0 2 A H I N G E D S I N G L E W 8 X3 2 V I E W L I T E 3-0 6-8 1 3 4 I N S. G A L V. S T E E L P A I N T D U A L L O W-E G A L V. S TEEL WELDED 8 3 8 1 LEVER PRECISION 2100 SERIES PANIC 40 1 4 82 1 4 .37 DEFAULT .37 DEFAULT <0.40 NORTON 7500 SERIES CLOSER P. TOP PLATE SPLICE: PROVIDE MIN 2x6 SPLICE PLATE W/ (15) 12d NAILS EACH SIDE OF SPLICE, PROVIDE � � � � g m
<br /> � (1) PAIR OF SIMPSON FSC CONNECTORS AT INSIdE FACE OF WALL (RIM TO RIM) AT EACH END WALL q o � � c�
<br /> MATE LINE. (SITE INSTALL ALL THREAD ROD) � � ¢� � � �
<br /> DOOR HARDWARE ~ = Z w � � �
<br /> Q. BUILDING END SHEAR WALLS: (SHORT WALLS) .
<br /> - SHEATHING: MIN. 3/8" APA RATED SUB-SHEATHING. FASTEN W/ 8d NAILS �6"O.C. EDGE, 12"O.C.
<br /> GROUP 1 FIELD. USE (1) STUD AT PANEL EDGES. BLOCK ALL PANEL EDGES 42g2
<br /> - HINGES: SS-BBH NRP ♦ - HOLD DOWNS: (2)2x6 W/ (2) MSTA-18 STRAPS (WALL TO RIM) AT CORNERS & DOORS JOB N0:
<br /> - EXIT DEVICE: PRECISION 2100 PANIC BAR WITH CORBIN RUSSWIN D2 CYLINDER
<br /> - CLOSER: NORTON 7500 CLOSER R. BUILDING SIDE SHEAR WALLS: (LONG WALLS)
<br /> - EXTERIOR HARDWARE: #626 SATIN CHROMIUM FINISH - SHEATHING: MIN. 3/8" APA RATED SUB-SHEATHING. FASTEN W/ 8d NAILS �6"O.C. EDGE, 12"O.C. SHT. A' I .O
<br /> - T'HOLD, SWEEP, W'STRIPPING: MFR STD. FIELD. USE (1) STUD AT PANEL EDGES. BLOCK ALL PANEL EDGES
<br /> - RELITE GLAZING: 1/4" DUAL GLAZING W/ Y2" GAP, LOW-e 0.10 (SURFACE 3) - HOLD DOWNS: NO ADDITIONAL HOLD DOWNS REQUIRED 3-2-16
<br /> ARGON FILL (U=.60 WSEC TABLE 10-6, SHGC=0.35 ASHRAE TABLE 13-21f} DATE:
<br />
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