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1 2 3 4 5 6 7 8
<br /> 04
<br /> 'O
<br /> GENERAL NOTES ASPHALT SHINGLE ROOFING TABLE 2304.10.1 TABLE 2304.10.1-continued
<br /> 3 FASTENING SCHEDULE FASTENING SCHEDULE
<br /> z 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2015 INTERNATIONAL EXISTING
<br /> v BUILDING CODE AND OTHER NATIONAL CONSENSUS CODES AND STANDARDS AS SET 1. REMOVE AND REP�ACE ASPHALT ROOFING AND UNDERLAYMENT IDENTIFIED IN PROJECT DESCRIPTION OF BUILDING ELEMENTS NUAABER AND TYPE OF FASTENER SPACING AND LOCATION DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING APID LOCATION ENGINEERS .
<br /> .b FORTH IN THESE NOTES. ALL APPLICABLE AMENDMENTS AS ADOPTED BY THE CITY OF DRAWINGS. MATCH EX�STING SHINGLES AND UNDERLAYMENT UNLESS NOTED OTHERWISE. Roof W811 ARCHITECTS �
<br /> �� EVERETT, WA. SHALL APPLY. 3-8d common(2'/," x 0.131");or 2-8d common(2'/," X 0.131"); or
<br /> � 2. tNSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND PROJECT DETAILS. ( " X 0.128" MATERIALS SCIENTISTS
<br /> .? 2. PERFORM WORK IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE l. Blockin�between ceiling joists,rafters or trusses 3-I Od box 3 );or 2-I Od box(3" x 0.128");or
<br /> 3 to top plate or other framing below 3-3 x 0.131 nai(s;or Each end,toenail 19. 1 bracc to each stud and platc . Facc nail
<br /> „ „ � 2-3" X 0.131"nails; or
<br /> � LATEST EDITION OF THE WILLIAMS STEIGER OCCUPATIONAL SAFETY AND HEALTH ACT
<br /> �-; INSULATION 3-3" 14 gagc staples, '/,�"crown 2-3" 14 gage staples, '/i�"crown
<br /> �,, (OSHA).
<br /> °�,.°, F 2-8d common(2'l�" x 0.131") „ „ . 2-8d com�non(2'/�" x 0.131"); or . � WISS Jai111@�/ E�Stil@Y ASSOC11t@S �IIC.
<br /> � 20. 1 x 6 sheathing to each bearmg Face na�l > > �
<br /> x 3. CONTRACTOR IS RESPONSIBLE FOR WAYS AND MEANS OF WORK AS SPECIFIED IN 1. MATERIAL: 2-3" X 0.13 i"nails Each cnd,toenail 2-]Od box(3" x 0.128")
<br /> 960 South Harney Street
<br /> V DRAWINGS AND NOTES. 2-3" ]4 a c sta lcs 3-8d common 2'/," 0.131" •
<br /> � • CEILING: FIBERGLASS BATT OR BLOWN INSULATION: R-38 MINIMUM. Blocking between rafters or truss not at the wall � g P � X ,• • � " )� �r Seattle, Washin ton 98108
<br /> ? to late,to rafter or truss i „ x �, ..1. 1" 8"and a idcr shcathing to cach beanng x - Face nail g
<br /> 3 4. WISS, JANNEY, ELSTNER ASSOGATES, INC. (WJE)WILL NOT HAVE CONTROL OVER OR BE • WALLS(x4): PAPER-FACED BATT INSULATION: R-15 MINIMUM. p p 2-16 d common(3 /� 0.162 ) 3-lOd box(3" 0.128"� 206.622.1441 tel � 206.622.0701 fax
<br /> =', IN CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR . WALLS(x6): PAPER FACED BATT INSULATION: R-21 MINIMUM. 3-3" x 0.131" nails End nail F�oor www.wje.com
<br /> � PROCEDURES, SAFETY PRECAUTIONS AND SAFETY PROGRAMS IN CONNECTION WITH THE 3-3" 14 gage staplcs , „ „ .
<br /> � PROJECT. WJE WILL NOT BE RESPONSIBLE FOR THE SCHEDULES OR ABILITY TO CARRY $ - D I TI : - I . � X 3-8d common(2 /, X 0.131 ),or floor Headquarters&Labaratories:Northbrook,Illinois
<br /> � OUT THE PROJECT IN ACCORDANCE WITH CONSTRUCTION DOCUMENTS. WJE WILL NOT • BELOW GRADE CONCRETE WALLS: RIGID EXTRUDED POLYSTYRENE: R� 16d common(3 /, 0.162 )(r�6' o.c. 3-lOd box 3" x 0.128" ; or
<br /> � HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, MINIMUM. n� Flat blockin�;to tn�ss and web filler 3" x 0.131"nails(cu 6"o.c. Face nail 22. Joist to sill,top piatc,or girder � � Toenail Adanta�Austin�Boston�Chicago�Cleveland�Dallas�Denver�Detroit
<br /> N I�� � 3-3" x 0.131"nails; or Honolulu �Houston�Indianapolis�Los Angeles�Minneapolis�New Haven
<br /> � SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER NON-WJE 3" X 14 gage staples @ 6"o.c 3-3" 14 gage staples,'/,fi"crown NewYork�Philadelphia�Pittsburgh�Portland�Princeton�Raleigh
<br /> 7 PERSONS PERFORMING PORTIONS OF THE PROJECT. 2. INSTALLATION: INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND PROJECT��� � 3-8d common(2'/," x 0.131"); or � , „ „ San Antonio�San Francisco�Seattle�South Fiorida�Washington,D.C.
<br /> `-� DETAILS. �`' 3-t Od box 3" X 0.128" ;or 8d common 2 /, x 0.131 );or
<br /> ' 5. LEAVE INTACT AND UNDISTURBED ELEMENTS THAT ARE TO REMAIN. �i�(��� ���� 2. Ccilin oists to to latc � � Each 'oist,tocnail 23. Rim oist,band 'oist,or biockin to to late,sill or l Od box (3" X 0.128");or
<br /> � J
<br /> = �� p p 3-3" x 0.131"nails;or � � � g �'p , „ 6" o.c.,toenail
<br /> /'�� other framin below 3' X 0.131 nails;or
<br /> a6. DO NOT UNREASONABLY ENCUMBER THE SITE WITH MATERIALS OR EQUIPMENT. �j �/�/ ��`� 3-3" 14 gage staples, '/,�,"crown g 3" 14 gage staples, /,� crown
<br /> o CONFINE MATERIALS AND EQUIPMENT PER THE DIRECTION OF THE OWNER OR OWNER S ,� 3-16d common(3'i," x 0.162"
<br /> REPRESENTATIVE. DO NOT LOAD STRUCTURE WITH WEIGHT THAT MAY ENDANGER �L } /� � . . . _ ); or , „ „ , t.t.t: �
<br /> y �� 3. Ceilin oist not attached to arallel rafter, (a s „ „ . „ „ , 2-8d com�non (2 /, X 0.13 I ), or �a� �1;1,
<br /> � STRUCTURE. ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEP�NG OF �'S � � �� p p 4-IOd box(3 x 0.128 ),or 24. I x 6 subfloor or less to each joist „ „ Face nail ^� `��:,�;����� , �c f
<br /> over partitions(no thrust) Face nail 2-1 Od box(3 x 0.128 )
<br /> PRODUCTS STORED ON PREMISES. MOVE STORED PRODUCTS WHICH INTERFERE WiTH � t�� 4-3" X 0.131" nails; or `� '�:" t'�
<br /> � �) (see Section 2308.7.3.1,Table 2308.7.3.1) �' f•F � �
<br /> � OPERATIONS OF OWNER. STORE MATERIALS ONLY IN AREAS PROVIDED BY OWNER. �J(/P �i��' 4-3" 14 gagc staplcs, '/i�;"crown 25. 2" subfloor to joist or birder 2-16d common(3'/�" x 0.162") Face nail ,i�+�w: r.'
<br /> � I� � 4. Ceiling joist attached to paraltel rafter(hecl joint) per Table 2308.7.3.1 Face nail 26. 2"planks(plank&beam-floor&roo� 2-16d common (3'/," X 0.162") Each bearing, face nail , �j; . ,"-'J'�
<br /> � 7. THESE DRAWINGS AND NOTES APPLY TO THIS PROJECT ONLY AND SHALL NOT BE USED � (see Section 2308.7.3.1,Table 2308.7.3.I) s
<br /> >5'�i1�
<br /> ,� FOR ANY OTHER PURPOSE WITHOUT THE EXPRESSED WRITTEN CONSENT OF WJE. '�'� „ „ 32" o.c.,facc nail at top and bot- "�=;.., �"�r,J�it;u'�`� .:;� ,
<br /> � E 3-IOd common{3" x 0.148");or 20d common(4 x 0.192 ) gg �� ;• �J�'i t_ ��
<br /> tom sta crcd on o ositc sidcs E ` �.'S; y�`
<br /> � 8. WJE IS NOT RESPONSIBLE FOR CONSTRUCTION THAT VARIES FROM THESE NOTES AND 4-lOd box(3" x 0.128");or
<br /> �; 5. Collar tie to rafter Face nail lOd box(3" X 0.128");or
<br /> �^ DRAWWGS. 4-3" X 0.131"nails;or 24" o.c. fiacc nail at top and bot-
<br /> 3 3" X 0.131" nails;or
<br /> � 4-3" 14 a e sta les, '/ "crown tom staggered on opposite sides Date: 2018.10.09 14:21:28-07'00'
<br /> 'n 9. FURNISH LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION AND INCIDENTALS g g p "' 3" 14 gagc staplcs,'/,�,"crown
<br /> y
<br /> 3 NECESSARY AND REQUIRED TO PERFORM THE WORK AND TO SRING THE PROJECT TO 3-10 common(3" X 0.148"); ar 27. Built-up girders and beams,2" lumber layers
<br /> And: Consultants
<br /> � COMPLETION. ASSUME RESPONSIBILITY FOR ELEMENTS OF CONSTRUCTION NOT 3-16d box(3'/," X 0.135"};or 2-20d common (4" X 0.192");or
<br /> " SPECIFICALLY DETAILED THAT ARE NECESSARY TO COMPLETE THE WORK SHOWN. 6. Raftcr or roof truss to top platc 4-1 Od box(3" x 0.12$");or Toenail`
<br /> � (See Section 2308.7.5,Table 2308.7.5) 3-lOd box(3" x 0.128");or Ends and at cach spiice, faec nail
<br /> Z 4-3" x 0.131 nails;or 3-3" X 0.131" nails;or
<br /> .�? 10. NEW CONSTRUCTION SHALL BE WEATHER AND WATER TIGHT AND PROTECT BOTH NEW 4-3" 14 gage staples,'/,�,"crown „ , „
<br /> "� AND EXISTING CONSTRUCTION. WATERPROOFING DESIGN TO BE PERFORMED BY OTHERS. 3-3 14 gage staples, /,� cr�wn
<br /> � 2-16d coinmon(3�i�" x 0.162");or 3-Ibd common(3�/," x 0.162");or
<br /> pj 3-1 Od box (3" x 0.128"),or End nail 4-lOd box(3" x 0.128");or �
<br /> EXISTING CONDITIONS 3-3" x 0.131"nails,or 28. Ledger strip supporting joists or rafters Each joist or rafter, face nail
<br /> � 4-3" x 0.131" nails;or '
<br /> .� 1. INFORMATION SHOWN REGARDfNG EXISTING STRUCTURE USED IN THE DEVELOPMENT 3-3" 14 gage staples, '/,fi"crown;or
<br /> � 7. Roof rafters to ridge valley or hip rafters; or roof ,, „ „ 4-3" 14 gage staples, '/,�,"cro�vn
<br /> � OF THESE DRAWINGS AND NOTES HAS BEEN BASED UPON A LIMITED VISUAL EXAMINATION 3-lOd common(3 i, x 0.148 ),or , „ „ ,
<br /> rafter to 2-inch ridge beam 3-1 f,d common (3 /, x 0.162 ),or
<br /> � OF EXPOSED CONDITIONS. ALL EXISTING CONDITION DIMENSIONS ARE APPROXIMATE. 3-16d box(3'/," x 0.135");or 4-]Od box(3" x 0.128")� or
<br /> � 4-lOd box{3" X 0.128");or Toenail 29. Joist to band joist or rim joist End nail
<br /> � 2. MEASURE AND FIELD VERIFY REQUIRED DIMENSIONS AND INFORMATION, AND 4-3" X 0.131"nails; or
<br /> 4-3" x 0.131"nails; or 4-3" 14 a c sta lcs, '/ "crown
<br /> DETERMINE EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK OR 4-3" 14 gage staples, '/��,"crown g � p "
<br /> � FABRICATION OF COMPONENTS.
<br /> 2-8d cornmon(2�/," x 0.131"); or
<br /> � 3. REPORT SIGNtFICANT VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON (continued) 30. Bridging or blocking to joist,rafter or truss 2'�Od box(3" x 0.128");or Each end,toenail
<br /> � D THESE DRAWINGS TO THE ENGINEER. ERRORS DUE TO FAtLURE TO VERIFY SUCH 2-3" X 0.131"nails;or p
<br /> INFORMATION SHALL BE PROMPTLY RECTIFIED WITHOUT ADDITIONAL COST TO THE OWNER. TABLE 2304.10.1-continued
<br /> FASTENING SCHEDULE 2-3" 14 gage staples,'/i�"cro�vn
<br /> c� .
<br /> C DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENEFi SPACING AND LOCATION Project
<br /> ^ 4. PROCEEDING WITH WORK SHALL INDICATE THAT THE REG�UIRED INFORMATION FOR (co�7tinuecf)
<br /> ACCURATELY PROCEEDING WITH WORK HAS BEEN MEASURED AND VER�FIED. wau .
<br /> 16d common(3'l," x 0.162"); 24"o.c. face nail TABLE 2304.10.1-continued
<br /> 5. CONCEALED CONDITIONS AFFECTING THE SPECIFIED WORK SHALL BE BROUGHT TO THE " FASTENING SCHEDULE LAWLER RES I DE NCE
<br /> 8. Stud to stud not at braced wall anels l Od box(3" X 0.128");or DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION
<br /> ATTENTION OF THE ENGINEER. � p �
<br /> 3" X 0.131" nails;oC 1 K'o.C. Face nail Wood structurat panels(WSP),subfloor,root and interior wall sheathing to framing and particleboard wall sheathing to framinge
<br /> 6. PROTECTION: PRIOR TO INITIATION OF SELECTIVE DEMOLIT�ON WORK, INSTALL 3-3" 14 gage staplcs, '1,�,"crown 2117 Lombard Avenue
<br /> Edges Intermediate supports
<br /> TEMPORARY PROTECTION SYSTEMS AS REQUIRED TO PREVENT DAMAGE TO EXTERIOR OR i bd common(3'/," x 0.162");or 1 b"o.c. face nail (inches) (inches)
<br /> INTERIOR SURFACES, FINISHES OR BUILDING COMPONENTS BELOW OR ADJACENT TO THE 6d common or deformed 2" X 0.113"
<br /> WORK AREAS THAT MAY BE AFFECTED BY THE WORK IN PROGRESS. 9. Stud to stud and abutting 5tuds at intersecting wall 16d box(3'/," X 0.135");or 12"o.c. face nail ( ) 6 12 Everett, WA 9 201
<br /> corners(at braced watl panels} 3" x 0.131" nails;or (subfloor and wall)
<br /> ROUGH CARPENTRY 3-3" 14 gage staples, '/��,"crown 12 o.c. face nail Rd box or defonned (2'/," x 0.1 13")(rc�ofl 6 12
<br /> 16d common(3'/," X 0.162");or 16"o.c. each edge, face nail 2'/ " x p.�l3"nail(subfloor and wall) 6 12
<br /> 0 10. Built-up hcader(2"to 2"hcadcr) i , � " � � �
<br /> 1. FRAMING LUMBER SHALL BE KI�N-DRIED(KD)OR SEASON DRIED (SD), MC < 19 /o AND 16d box(3 /, x 0.135 ) 12'o.c. each edge,face nail 3�• ��K��- � ��� 1'!;�" 16 gage staple, '/,fi"crown
<br /> GRADED AND MARKED IN ACCORDANCE WITH THE WEST COAST LUMSER INSPECTION 4-8d conunon(2�/�" X o.131");or (subtloor and wall) � � •
<br /> BUREAU (WCLIB)OR TNE WESTERN WOOD PRODUCTS ASSOCIATION (V1/WPA) I 1. Continuous header to stud Toenail
<br /> • STUDS: DOUGLAS-FIR STUD GRADE 4-1 Od box(3" x 0.128") 2'/K" x 0.1 13"naii (roofl 4 8
<br /> • MISC. 2x MEMBERS: DOUGLAS-FIR No. 2 16d common(3�/," x 0.162");or 16"o.c. face nai(
<br /> 1���" 16 gage staple, '/��,"crown(roof� 3 6
<br /> • HEADERS AND BEAMS: DOUGLAS-FIR No. 2 12. To (ate to to latc l Od box(3" X 0.128");or , „ „
<br /> p p p� 8d common(2 /, x 0.131 ),or C
<br /> C • EXTERIOR POSTS AND FRAMING LUMBER IN CONTACT WITH CONCRETE OR 3" x 0.131" nails;or 12"o.c. face nail 6d deformed(2" x 0.113") 6 12 Client
<br /> EARTH:#2 HEM-FIR, PRESERVATIVE TREATED PER AWPA STANDARD T1, USE 3" 14 gage staples,'/it,"crown 32. �`�/,,��_�/ ��
<br /> CATEGORY UC4A. FIELD TREAT ALL CUT ENDS , „ „ . '- � 2'/�" X 0.113"nail; or
<br /> 8-I 6d common(3 /, X 0.162 ),or 4 8
<br /> 12-1 Od box {3" x p.l 28"); or Each side of end joint,face nail 2" 16 gage staple,'/��,"crown
<br /> 2. PLYWOOD: ALI.PLYWOOD SHALL BE RATED AND STAMPED BY APA, THE ENGINEERED 13. Top piate to top plate,at end joints �2_3" x 0.]31"nails;or (minimum 24 lap splice length - l Od common (3" x 0.148");or L I B E RTY RE ST�RAT i O N
<br /> WOOD ASSOCIATiON. � , each side of end �oint) 33� �H � �� i „ „ 6 ��
<br /> 12-3" 14 gage staples, /,�, crown � 8d defonned(2/, x 0.131 )
<br /> 16d common(3'/," x 0.162"); or 16" o.c. face nail Other exterior wail sheathing 11014 19th Aven ue S E
<br /> • ROOF SHEATHING: APA RATED SHEATHING, ROOF SPAN RATING NOT LESS THAN
<br /> 32/16, EXPOSURE 1, 7/16" MINIMUM THICKNESS. INSTALL WITH STRENGTH AXIS 14. Bottom plate to joist,rim joist,band joist or block- lbci box(3'/," X 0.135");or 1'/,"galvanized roofing nail �u�le Q-��aJ
<br /> PERPENDICULAR TO FRAMING MEMBERS AND FASTEN WITH 8d NAILS AT 4 INCHES ing(not at braccd wall pancls) 3" x 0.131" nails;or 12" o.c.face nail 34. '/,"fiberboard sheathing� ('i,�;" head diameter); or 3 6 ��
<br /> OC AT PANEL EDGES AND 12 INCHES ON CENTER ALL OTHER SUPPORTS. 3" 14 gage staples,'1,,,"crown 1'/," 16 gage staple with'/,�,"or 1"crown Everett, WA 98208
<br /> • WALL SHEATHING: APA RATED SHEATHING, MIN. 24/16 SPAN RATING, EXPOSURE 1, 2-16d common(3�1Z" X 0.162");or 1'1�"gal��anized roofing nail
<br /> 7/16" MINIMUM THICKNESS. FASTEN SHEATHING WfTH 8d NAILS AT 4 INCHES OC AT I5. t3ottom plate to joist,rim joist,band joist or bfock- 3-16d box(3'/," x 0.135");or „ 35. "/3,"fiberboard sheathing`' ('i,�"diametcr head);or 3 6
<br /> PANEL EDGES AND 12 INCHES OC AT ALL OTHER SUPPORTS. BLOCK ALL ing at braced wall panels 4-3" X 0.131"nails;or 16 o.c. face naif 1'/," 16 gage staple with�/i�"or 1"crown
<br /> UNSUPPORTED EDGES.
<br /> • PANEL SIDING: APA RATED SIDING PANELS, THICKNESS TO MATCH EXISTING. 4-3" 14 gagc staplcs, '/��,"crown Wood structural panels,combination subfloor underlayment to framing
<br /> TEXTURE TO MATCH EXISTING. FASTEN PANELS WITH 8d NAILS AT 4 INCHES O.C. 4-8d common(2'/," x 0.131");or 8d common(2�/," X 0.131");or
<br /> AT PANEL EDGES AND 12 INCHES O.C. ALL OTHER SUPPORTS. 4-IOd box(3" x O.128"1;or Tocnail 36. '/,�"and less 6d dcformcd(2" x 0.113") �' 12
<br /> 4-3" X 0.131"nails;or 8d common(2�/�" x 0.131");or -
<br /> 4-3" 14 a e sta les, '/ "crown;or 3�• '� ��- 1�� 8d deformed 2/, 0.131') 6 12
<br /> 3. CARPENTRY HARDWARE 16. Stud to top or bottom plate � � p� „ �� „ " � � �� " �
<br /> • NAILS: BOX AMERICAN OR CANADIAN MANUFACTURER ONLY. 2-16d common(3 /, x 0.162 ),or „ „
<br /> „ „ � „_ i „ I Od common(3 X 0.148 ), or B •
<br /> � B • ANCHORS AND CONNECTORS: SIMPSON STRONG-TIE. 3-IOd box(3 x 0.128 ); or End nail 38' 1 �" l �, 8d deformed(2'/," x 0.131") � 12
<br /> .�� • CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED LUMBER SHALL HAVE 3-3" X 0.131"nai ls;or -
<br /> 3 � "Z-MAX"COATING OR SEPARATED FROM PRESERVATIVE TREATED LUMBER AT ALL 3-3" 14 gage staples, '/��;"crown Panel siding toframing , 10/09/18 CITY REVIEW COMMENTS
<br /> sc
<br /> �� POINTS OF CONTACT BY A SINGLE LAYER OF GRACE"VYCOR DECK PROTECTOR". 2-16d common(3'/," X 0.162"); or 6d corrosion-resistant siding Mark Date Description
<br /> � � • FASTENERS IN CONTACT WITH PRESERVATIVE TREATED LUMBER SHALL BE HOT 3-lOd box(3" x 0.128"};or 39. '/�"or(ess (1'/�" X 0.106" ' ''
<br /> ),or 6 1� o vr� ��� ���
<br /> ��= DIPPED GALVANIZED OR EQUIVALENT. 17. Top or bottom plate to stud 3-3" x 0.131" nails;or End nail 6d corrosion-resistant casing(2" X 0.099")
<br /> o �, 3-3" 14 gagc staplcs,'/,�,"crown 8d corrosion-resistant siding THIS SHEET PLOTS FULL SIZE
<br /> �� 4. MfNIMUM NAILING. NAIL PER 2015 IBC TABLE 2304.10.1 AS REPRODUCED ON THIS SHEET 2-16d common(3'/," x 0.162");or 5 , (2;/K" X 0.128");or ' AT24x36(WCHES)
<br /> w ��
<br /> ,, UNLESS NOTED OTHERWISE. 40. /H' �
<br /> � � 3-lOd box(3" x 0.128"); or 8d corrosion-resistant casing
<br /> 18. Top platcs, laps at corncrs and intcrscctions Facc nail (2'!�" X 0.113") Pro ect No. 2018.6383
<br /> .__ °' 3-3" X 0.131"nails;or 1
<br /> � � 5. STRUCTURAL FLOOR DECKING 3-3" 14 gage staples, '/,�,"crown
<br /> � � (contii�ared)
<br /> ? .� • STRUCTURAL FLOOR DECKING: APA RATED STRUCTURAL TONGUE AND GROOVE Date 05 OCTOBER 2018
<br /> �N DECKING, TH►CKNESS TO MATCH EXISTING. FASTEN DECKING WITH 8d NAILS AT 12 (continued) TABLE 2304.10.1-continued
<br /> � �' INCHES O.C. AT ALL SUPPORTS. BLOCK ALL UNSUPPORTED NON-TONGUE AND FASTENING SCHEDULE Drawn BRS
<br /> �3 GROOVE EDGES. DESCRIPTION OF BUIIDtNG ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION
<br /> � � Wood structural panels(WSPj,subfloor,roof and interior wail sheathing to framing and particleboard wall sheathing to framing° CheCked TLT / JAS -
<br /> � � (inches) (inches) AS NOTED
<br /> � '-' Edges Intermediate supports
<br /> = 3 WINDOWS
<br /> y � Scale
<br /> F � 1. REMOVE AND REP�ACE WfNDOWS IDENTIFIED IN PROJECT DRAWINGS. MATCH EXISTWG Interior pane�ing
<br /> o �c
<br /> WINDOWS UNLESS NOTED OTHERWISE. 41. '/ " 6 12
<br /> 4d casmg(1 /,' x 0.080"); or
<br /> � � '' 4d finish(1'/,,' x O.Q72")
<br /> o Q A • U-FACTOR 0.30 MINIMUM A
<br /> z � 6d casing(2" X 0.099"); or N O T E S
<br /> .� � • VINYL FRAMED WITH INTEGRAL NAILING FLANGE WITH REMOVABLE SCREENS 42. '/k" 6 12
<br /> � �:
<br /> 6d finish(Panel supports at 24 inches)
<br /> � �? • COLOR: WHITE .
<br /> T
<br /> � � For S1: i inch=25.4 mm.
<br /> sD0�' 2. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. a. N1ils spaced at 6 inchcs at intcrmcdiatc supports whcre spans arc 48 inchcs or mora For nailing of wood structural pancl and particicboard diaphragms and
<br /> �c � shcar walls,rcfcr to Section 2305.Nails for wall shcathing arc pcnnittcd to bc common,box or casing.
<br /> � � b. Spacing shall be 6 inches on center em the edges and 12 inches on center at intennediate supports for nonstructurai applications. Panel supports at 16 inches Sheet Title
<br /> ,; � (20 inchcs if strcngth axis in thc long dircction of thc pancl,unlcss othcrwisc marked). ,,..����
<br /> o � c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist i�f�a��e�d�1�'ie t�p�l�te i e rr ance
<br /> ,�.c with this schedule,the number of toenaiis in the rafter shall be permitted to be reduced by one naiL � � `��, �������"' ��O�
<br /> �� �, ���,< �����`' � . ,�
<br /> J'� Sheet No.
<br /> 1 2 3 4 5 6 7 8
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