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7645 7715 SW BONITA ROAD-2 , i 41' a. i ;� `�` 4 r t•,..1. b..+. i I ' • 1 7841 2 MARCIENE TERRACE 3 ` J • 4 SPECIFICATIONS 5 6 DIVISION 2 SITE WORK _ 7 Earthwork 8 Finish elevations and contours and approximate verify final •. 9 grades on site . . 10 Excavate footings to 8" below original grade or below vegat- 11 ion line . 12 Bottom of footing to be minimum of 24" below finish grade . 13 . '. , 14 Site Drainage 15 Catch basin 2 ' x 2 ' x 3 ' deep , cast iron , or 2 ' diameter 16 x 3 ' deep pre- cast concrete , finish with 2" thick traffic > 17 type cast iron grate . 18 Pipe - Concrete drain pipe . 19 • 20 Grading •.// 21 Parking Areas -- Base course 12" minus pit run gravel laid 4" i'. 22 thick . Grade to contours shown ready for paving , ; 23 24 Asphalt Paving 25 Type ' B ' mix , "State Highway .Department Standards . 26 Compact supbase with power roller . .... 27 Apply weed killer over base course , provide full coverage , 28 use Polybor-Chlorate , Lay to a full 2" thickness . 1.: • 29 30 rD. IV ISS I ON 6 CARPENTRY 31. Rough Carpentry 32 Framing Lumber. - See s tructu.ral notes 33 Plywood Sheathing - See structural notes • 34 Gypsum sheathing - See structural notes _ 35 Pressure Treated Wood -- AWLB LP-3 above ground application, for . • . 36 all wood incontact with masonry or concrete . �' 37 438 Rough Hardware 39 Nails - collusion. wire , glavanzied for exterior work . N 40 Building paper - asphalt saturated felt , 15 lbs . 41 Framing anchors , joist hangers , etc . , Simpson or approved . 42 General. Framing 43 Verify all dimensions shown on drawings on site . 44 Properly fit and attach all parts as required . / gib45 Provide all wood backing , furring , stripping of blocking 46 required . 47 Stud framing - provide single bottom plate and double tog( 48 plates minimum. , " 49 Double studs at framed openings ! n lib .i .. Roof Trusses - see structural notes . 4 50 , WILLIAM N. KEEFER ARCHITECT . , ' / . . •. yid' , , ix: r w - , I I ' 1 1 1 1 1 1 1 ! III I I 1 1 1 1 1 1 I I 11 I I I I I I s i I I II I I I I I I I I I I ' I ► I I I I I ' I I I I I I II I I I I I I I i l l l l l l l l ,; A' _'` '.Iji � � � � , � iii 1 � 1 1 � 1 � 1ll � � � 1 � 1 1 � 1 1 � 1 1 � 1 ��„1 i1416.41 I� � i 1 � . ,., � [111 : 11.Liiiippiiiiilitiiii111 � � � D �, la .r, .. NOTE : I F THIS MICROFILMED 1 19 1� 1 °"{ -- �. _ �__. - -�. _� __ -- -- — __ -- --- _ 7'f',. 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G . , rough sawn , Fir . 6 Gypsum Soffit - 5/ 8" , ' X ' , Fire rated , exterior gypsum . 7 soffit board . 8 Interior trim - Douglas Fir or Hemlock , ' B ' or better , 9 KD , V . G . 10 General Installation Make all end splices exposed in 11 finish member bevel splices . Use only not dip galvanized 12 or aluminum finish nails . 13 14 DIVISION 7 -- THERMAL AND MOSITU E PROTECTION - 15 .___�__._ _ ._._._ t 16 Batt insulation - fiberglass or rockwool with foil vapor 17 barrier , and reflective surface on one side . ' 18 Blown insulation - rock wool . . 19 Sound insulation - wood fiber , sprayed on. 20 Rigid insulation - 1" styrofoam 21 Installed R factors . 22 23 - Roof - R- 19 24 - Walls �- R- 11 ' ''' 25 - Floors - R-9 Batt draped between framing . 26 Install wall insulation with vapor barrier on the warm side 27 of wall . • 28 29 Install roofing , flashing , and accessories in accordance 30 with the latest standard specifications of manufacturer . M . 31 32 ASPHALT SHINGLES .f.. U. L. C fire resistive , 235 lbs . , mineral surphase , 33 Classr-p '.' 34 shingles , lay over a base sheet of 15 lb felt . 35 1 36 FLASHING AND TRIM 37 22 gage galvanized iron , fasteners for all components to be : , 4 38 of galvanized finish . Form as detailed on drawings and as 39 required . Provide at connection between roof and vertical 40 surfaces ., pipes , ducts , and vents through roofs , gutters .;, 41 and downspouts . 42 43 SEALANTS 44 Sealant - "General Electric Silicone Construction Sealant" 45 Silprof Sealant series . 46 Color - to match surrounding finish . 47 Schedule - apply around all door and window openings , see 48 utility and mechanical penetrations . 49 50 , . WILLIAM N. KEEFER - 2 - ARCHITECT «. 1� i� - � � ,..«..,.., �..._ .....,..,......,owrriNfaYW,,,.. _. t. 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Gobain , or approved . 18 Exterior windows : double glass , hermetically sealed , metal 19 framed , clear sheet glass on inside . 20 w 21 Hardware 22 Include all items necessary to provide complete openings . 23 Keying 24 All locks to be grand master keyed . Secure key schedule 25 from owner . 26 27 DIVISION 9 - FINISHES ' 28 Gypsum Wallboard 29 Manufacturer : USG , Kaiser , Flintkote , or approved . 30 Materials 31 wallboard 5/8" thick , SW, type ' X' , trim and edging , 26 32 gage galvanized steel ; nails annular ring type , 6d cooler 33 a nails , tape and joint Q as t compound o uired . P 34 Application 35 Apply horizontal with all abutting ends and joints over 36 supports . Space fasteners 7" on center . Apply trim 37 edging and joint treatment per manufacturer ' s directions . • 38 Painting 39 General • 40 Coats specified are minimum, full coverage is required . 41 Adequately prepare all surfaces for finsihes specified . 42 Pack prime all exterior wood . 43 Manufacturer : Rodda Ameritone , Millers , Sherwin Williams , .. 44 Dutch Boy , Olympic , Kelley Moore , or approved . 45 Colors : As selected by architect . 46 47 48 49 50 • • WILLIAM N. KEEFER - 3 - ARCHITECT 1 �' , .,......N1/4 I -w y r-, , ,1 1 . , 111411•11111111111111111111111111111 1 :- illit-tt0 ' Aisr, _. _ . . , . • .ra.,,, . • , Ii li . „,..00.4,- - s , Fr 04 ... _,...,„.7:::...... . ) t. 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'. 1 j i r 4 • , . 4 f i 1 7841 ' ''''' ; 2 MARCIENE TERRACE 3 4 Painting Schedule : 5 6 Exterior Sheet Metal - 1 coat primer 7 2 coats exterior semi-gloss enamel 8 Exterior steel doors , - 2 coats exterior semi-gloss enamel 9 frames & grilles 10 Wood fascias , rakes - 1 coat exterior stain all sides 11 siding & plywood 1 coat exterior stain exposed . 12 siding surfaces 13 Interior wood doors - 1 coat primer - sealant • 14 1 coat undercoat " ' 15 1 coat semi-gloss enamel 16 Interior metal - 2 coats semi-gloss enamel 17 frames and grilles • 18 Gypsum wallboard - 1 coat primer 19 2 coats latex enamel • 20 Gypsum wallboard - 1 coat primer/1 coat k undercoat 21 ( toilets ) and li semi-gloss enamel • • 22 1 coat semi-gloss enamel � , 23 • 24 DIVISION 15 - MECHANICAL 25 • - 26 Heating & Cooling & Ventilating 27 Provide bidder designed and - Sized- unit ventilators for 28 spaces shown . ` 29 Use baseboard electric heat and design for uniform building 30 code , and uniform mechanical code . Provide code exhaust 31 from toilet , rooms vent to outside . r 32 33 Plumbing . • 34 Scope . 35 Cold and hot water supply connection to utility distri- 36 bution system. Insulate all hot water pipes . r 37 Sanitary system and connection to sewer . 38 Plumbing fixtures and related items . • 39 Materials and installation according to requirements of 40 the building codes . 41 Water heaters - Size electric water heaters for each unit . 42 43 44 t 45 "' 46 47 • 48 • .. 49 50 • WILLIAM N. KEEFER - 4 - ARCHITECT •. „ llthettatallillinaltalialligpINNIMIIMIrall' t ' ranIONINIMEMINNIppraimmorilmoo•,•... :. , .. • • gin, '.4'''1W m t'•'- ' --jar- • . -: leilliir • ' . 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L . approved , NEMA and NECA standards , meet all local 20 and state requirements . • • 21 Service entrance - coordinate locations and/or terminations 22 prior to installation. .` 23 Metering - locate as directed or approved by utility . • 24 Light fixtures - As selected by owner and as shown and 25 specified on drawings . • 26 N • 27 28 • 29 30 31 • 32 33 34 35 36 • 37 38 39 40 41 42 43 44 alb , 4 •. 45 46 47 48 49 : , immismovinumepolimmorL,, ,,, , lioxisainammumavaimitit- 'f * ,.,,,. 50 , WILLIAM N. KEEFER 5 ARCHITECT '.-401411.. Ifr • M e , Il11lll X111 11I1II1 ll1 ilk ill ll1 Il11r 111 Ill ill ill 111 111 111 III ill Ill 111 l Ili Ill 111 Ill Ill 111 il ,,„_%, 4 .l I I I I I I I � i � , j1 iii iii i ii IiI ill Illllll 111 ill ' lip y, • ,. . , . NOTE . 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' I " 1111 " 1111111 ' 11 I I )II i Iii I I ISI I � ISI I � ISI I I, � i I � , � ,� L [ I1JlIfII ISI III � II I � ° I 1 ( 1 I , • 1 NOTE : IF THIS MICROFI - • I ali. A i ' . . 1 •i , • I . , . ; ,, ., . . .,. _ . . . . . , ,, a . . .. . 1 , , , . ,, . _. ‘ , , \ . . . , . , .. .___ .. . . , . , . . 0- 14 33u.g' 1 - "nl-` S_T__R_U_CT'URAL NOTES_ Ea CONCRETE_ REINFORCING STEEL __ -- • - 1 . ALL REINFORCING STEEL FOR CONCRETE SHALT. CONFORM TO U.B.C. STANDARDS NO. 26-4-76 AND , LIVE LOADS ASTM A615 GRADE 40 FOR ALL. ROOF 25 LBS. PER SQ. FT. 2 . ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO U.B.C. . (SNOW BUILD UP LOADING AS PER SEAQ SNOW STANDARD NO. 26-8-76. LOAD ANALYSIS) 3. REINFORCING (MINIMUM UNLESS OTHERWISE SHOWN ON PLANS) FLOO1 -• 40 LBS. PER SQ. FT. A. REINFORCING FOR WALLS HE WIND -- --U.B.C. BASIC 25 LBS. PER S . FT. 6" - VERTICAL 114 @ 18" HORIZONTAL 114 @ 18" • SE1S IIC -- -- U.A.C. ZONE II 1976 EDIT1OE B. PLACE 2 - #5 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS ENDS OF ALL FOUNDATIONS AND WALLS. FOUNDATIONS__ C. FLACE 2'-0" x 1'-0" BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL- - 1. FOUNDATION SIZES ARE BASED ON A TOTAL LOAD BEARING SOI1. PRESSURE. OF 2000 LBS. PER S'). 1N SIZE AND NUMBER TO HORIZONTA;. REINFORCING. FT. !1\ 2. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL. LIGHT METAL PLATE CONNECTED WOOD_ TRUSSES_ • • + 3. ALL FOOTINGS SHALL BE A MINIMUM OF 1 ' -6BELOW FINAL GRADES OR l -0BELOW EXISTING " ' " I 1.T BUSSES SHALL COMPLYWITH- U.R.C._ STANDARD NO. Z;y-I'� . .J ALL PROVISIONS OF THE DESIGN ,l GRADE, WHICHEVER IS LOWER. SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE INSTITUTE 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION TO NEAT TPI-70 EXCEPT AS OTHERWISE NOTED. . LINES. 2. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL BE MANUFACTURED BY 1/4. 5. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0" HORIZONTAL TO TIIALATIN VALLEY BUILDERS SUPPLY, CUSTOM WOOD COMPONENTS OR APPROVED. `._ 1). • 1 '-0" VERTICAL , OR SHALL 6E SLOPED NOT TO EXCEED 1 VERTICAL TO 4 HORIZONTAL WHEN 3. MEMBERS SHALL NOT EXCEED A LIVE LOAD DEFLECI'tON OF L/X60 OR WORKING STRESSES FOR THE N APPROVED BY THE ENGINEER. APPROPRIATE MATERIAL UNDER A TOTAL LOAD OF 40 FOR ROOF MEMBER. • N. 4. TRUS:i MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED • CONCRETE - CAST IN _PLACE PROFESSIONAL ENGINEER'S SEAL,. SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION pj.A AND ALL 1 . ALL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED COMPRESSIVE-CYLINDER STAY BRACING FOR :'P'y:S COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. \ i STRENGTH OF 2500 P.S.I. FOR FOUNDATIONS. 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN ME'NBER WITH A MINIMUM T'R:A.NSFER. AT 1 /,4L , 2. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE ANY MEMBER OF 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3" x 5". . \ „ �Q PRACTICE, 1976 EDITION, AND SPECIFICATIONS. 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON H1 CONNECTION AND 3 - 10d TOE NAILS UNLESS OTHERWISE SHOWN. ��- GYPSUM WALLBOARD AND SHEATHING BOARD \ A 1. GYPSUM WALLBOARD SHALL CONFORM TO ASTM C36-75. • � • `•, . �I+I+ SPACES MUST BE ENDORSED 2. GYPSUM SHEATHING BOARD SHALL CONFORM TO ASTM C79-75. /� -�/ ISSUANCE �U ., FRIOR `L' 3. GYPSUM WALLBOARD, SHEATHING BOALD SHALL BE APPLIED WITH STAGGERED END JOINTS AND NAILED • ` '�"�'1` -/U AS PER SPECIFICATIONS AND STRUCTURAL NAI LING `\ 7,--' .�� R1�I�IG DEPT SCHEDULE. ' ,y ---- By ---- -- V/7 f FRAMING L MEF / \ N, � �►QI:I'S D1 1+. _ D?L�e - 1. ALL FRAMING LUMBER SHALL B.E DOUGLAS FIR OR LARCH GRADED TO 1976 STANDARD GRADIN(; RULES : \ _-- r "--'- 1116 FOR WEST COAST' LUMBER. �'�1�. IX i l'• _ I;,va A. EXTERIOR WALL "TUDS • I r �r - - _ NO. 2 Eb = 1450 \ 1'D�?t _ �:J�t'.".�r 7731+@ �-' OR CONSTRUCTION -- - Eh 1050 l: EE N ,�L ' �+ ;;.� ,. B. I�ITERIOR l+1AL1. STUDS �\ j-=iii:© D.1L® _ STANDARD- - --I b 6001 a -.i OR STUUS--- Fb a 800 � , 11'Y JL' '� u:I:�,► C. .JOISTS . \\ E ] // /2 �1 - r NO. 2-----• _.-..-lb - 1250 • / + +e -_- D. BEAMS 0'' JC Iia-"- rle ' \ '\ I '�.. \ No. 1----- ---Fb x 1350 .ri- r '�• ! I � ` E. POSTS `'S_ A.,4\ / +n .. Y+: NO. 1 Fb 1200 1 \ \ \ ��""�"� F. BLOCKING, PLATES AND BRIDGING an- \ \ ` / - STANDARD-- - 1•b 600 • I 4. \ / ''• 1 \:• , ••.,�,,, I ;' 2. ALL MEMBERS 3X OR LESS (1.EA5T DIMENSION) SHALL BE KILN-DRIED. 4 EE ( E \N \� 3. PROVIDE SOLID BLOCKING (SAM.E DEPTH OF MEMBER) AT ALL POINTS OF REARING AND 1 x BRIDGING . i \ \� t �E F, @ 8'..0" O.C. MAXIMUM. s:� I I \ -''� ` ,� ' 3G 1 4. ALT. PLATES AND LEDGERS IN CONTACT WITHI CONCRx'TF OR 1ASONRY SHALL BI: PRESSURE TREATII). �� /// ( c • Ql .fitt'' `=� (e \ \' � 1'`+ \ ` `Da_ �',-� LEDGER MAY 1.71) E SEPARATED FROI�1 CONCRETE OR MASU'.dRY WITH 30 LB. ASPHALTIC FELT. i , \ 1 `�,1 t°� I \ �` \ ''- - ...,_ .,..,,,.� �G? 5, DOUBLE ALL JOISTS UNDER AI,L P41tALLEL PARTITIONS. 6. FOR NAILING SEE SCHEDULE AND DRAWINGS. I I 1~;i' 142.C'- --1•7 , ''�„. \ \ \ \ • • , / PLYWOOD SHEATHING • t ., �' CP �� '•+ - 1. ALL PLYWOOD SHEATHING SHALL BE CD - STRUCTURAL II. GRADE, UNLESS OTHERWISE SHOWN, WITH - CJ 1I ` �, _-_ ----- �' \ \\ ` FJ'TERIOR GLUE MANUFACTURED IN ACCORDANCE. WITH PRODUCT STANDARD PS1-14. 4 l • '� Z� • �° �1 L \� ` �,� r ') A. ROOF SHEA'T'HING 5/8" INDEX 32/16 ' - + _Nit \ i \ �`• B. FLOOR 5/8" INDEX 32/16 •. \ 2. PLYWOOD SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED. . I - A G1 d -,. , ' E \ �'\� _ 3. NAIL AS PER SCHEDULE AND DRAWINGS. i I `� \t \ ` 4. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN 1'-0". • -� GENERAL J 5 IJ 1. - . `""''�:_.` \ N._ \ 1. GENERAL CONTRACTOR SHALL VERIFY AL1. DIMENSIONS AND CONDITIONS. } 1 -=J - ---C)- i r �,�-�y , \\ a " 2. SHOP DRAWINGS SHALL BE REQUIRED ON REINF,)RCI-'IG STEEL, TRUSSES AND SHALL BE REVIEWED I/�� Co.tb r• 1 rx WATT F_E . c. ; fi i ��iR �D C_,� I .,. PRIOR To FABRICATION. SUBMIT 3 PRINTS OR A'F: RO✓AL OR CORRECTIONS. _ t• i \ -- �� I win'. T� .{p�c,�G �'A�.lo�l•, 'i--p,�,�, \ 3. FIRST FLOOR SHALL BE PERMANENELY ATTACHED To WALLS PRIOR TO BACKFILLING AGAINST STRU:T URE FN az „ _ r ....\.,-- ,...„,. --,--..,.„ 7' _,, - _ ,1 1 4. THIS ST'R'JCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES UNTIL. THE ROOF [ ... AND 1�'ALI. UNITS HAVE. BEEN PERMANENTLY ATTACHED THERETO. ' Lir5. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WITH .:X KEYS Al CENTER OF WALLS AK, SLAKE. ... . -c > I F' 0 I*Fp), i I I ;00C �`\ / , I ' 0 .).' r ‘ ' • e.s1,-friLwv -RE / •\ .a x CONTRACTOR SHALL OBTAIN STRUCIIRAL EN(INEER'S REVIEW ON DETAILS OF ALL CONS•' RUCTION .JOINTS PRIOR TO CONSTRUCTION. ,j Ili E-1 I • I -- -31 , t �' -t Mt 4.Atio ��_-, , 6. GYPSUM WALL BOARD IS USED ON THIS PROJECT FOR BRACING OF THE STRUCTURE. CONTRACTOR 1/ i ��-- A7q/,. !1, . . N ot.,:...770F -�` ( /�--s; �,. `p ) TO PROVID_. ADEQUATE BRACING UNTII. ALL GYPSUM WALLBOARD HAS BEEN APPLIED AND FULLY NAILEE 1 ,,_ .•.------"----- . `lam I� 1 (` �.- T1• - )` 1-\ 9\\ ,, .� ' • 1 � I' • '� • \ / �� { % `'� NIC7r. ' PtR. i D"� 4 ' S..ri _ �,P�'QCNJ10 2-- a4 ICM I IL. _,Vi I ' ;I ,� ` T �y \' ~'-vi* `^' y/ ��X-,-� ff.°► Ct c"Wel I r.46-_-, '1'c '1-`�`,,; \i :I' �'"1 '"+R-i_rr - _=tea oV ? 4 :. ,., )1,' 1:. CITY CoPy \ a I•la - \ ...'"XiS-IklE..., G*TX1.1CrL.1ICS. I?) . 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I I '1Z1� ORS 478.155. 14, Ql� ,� i se c N d I i,t, %1 %k 1 ti:.� -".-�'GG':j �� �` H --1 1 `�� : r.�'Sr.':.'-�a�,..� � � ,,�, _��---�- - �,-•k�---.-- -- � .t he corr�p5ee Inted / ---'-'""'D_" CONS R CT t :wilding m �, J� / .D -� 1028. _ -Q eccording b city cod nd Ap OVE FOR 1 ICaArD I "/ �" S )c. lG act` W° -� n _ �. a before co 1-CtiTY OF • _ ae„ _e 3�_0 �ti1Sei ` final inspectwn made4--- \ ' J j �, Q ; ,, ~ � �4r� occupancy. T v� ' SITE E E\DORE a _ __ - - -- ___. • - - _---- -- - - CITY of ,If;ARD�I PE1:;,11.1 ; ::>, �sZG �9 ` `' C S,�/ C3o►..►1-r�. Q�?ss,.C� -- -- .- DATE 7 _ __ _.._ © _TITLE: _ - .__. • Tott.Z WILLIAM 2c)-0-. lq ,, �r. �. .� (/) i‘iLAitif r, ..� *.../1 .� �.� ( :. �'�•.��".� l.- I ::11:51111K;I:IR f�"�!�tr.ER 0�A A S I1 r ov likl. ,/-7. 5,", _-_-:-.).„..,:\ , i >r11 J ,,ll III �s1 C�TIED , , AFC ECT/CONSULTANT/ PLANNER ,.� II 11111111111/ . `` .. �� -- �'= v� III �S �EaaaB�E* E4I 0VANGOUVER ,WASHINGTON ` f'�� ( r c ' �. • �I r .^� -.. . • ».. __.....__ -► � •a.•, --_ 101111111K- .. �' ` a .- . ^'`,.. �' Q _..-.-_._-__ .L.+.,...•-•.--.v.-..-.....r....��-.,...... ...rwrw, . . ..------...v+s,., ...._ .-.....�...._. 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"..,.. , - .. 4 WILLIAM N. . ,.. _____________ ,.....__ _ , ' . . . . . . _ _ 7 1...._. ___ .... . . - ck---• ti-0111.4:)1t-.1 7(7-423fk P...,A .IS .. . .. . , 1--) -- --- . . . • I 1••••0° . , 1 i #1.e ‘ct./ , , 17/ kies\i•/it , i •%,.. . . . \ ,..,. r \ \ ' '2"• , '( II . KEEFEcRsi , . L'•-•)(Zirl it I;Nip. ler Fi\01....11t C-71,....: , • ••4 II tli I.l j 1 .., . . .11, • ARCHITECT/CONSULTANT/ PLANNER. r . -\ Y -.) ' f \. ‘ '\ / ILTt. : II' .71f.\ ' ' ) ' - • VANC6IfiLli, V;A ".. Aiiiike-7, u-,,, , t• , • .t '. f Ji; '1, * 76.4 I , 1 . . • • -: VANCOUVER ,WASHINGTON %It), , i . '\. - 4f . , . / .. ., e ) . - , C 1 ovA•''' • ' 'PIM• 0 •: -.1: .ny, virisimairmarammasipamerremamommov•-• r.41111WISMINIINIS/1#01/111. 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' ^ 5. . s . • ' , . . .. • v . • . r 1 „ _ / . . e : ‘i. . 1 . 5 'te'. , ."' -7 ; • . - ., • i fi • • \\'• r .r .1 - __ � ..- • ,.rte - - -.. . ! .. _ ¢ .••_r/W t /� • • ,, - a.._ 1 .-i�-7c -. ir-\" _ T -_- , il` 5 5NE'_./• �_ A • - • - ; - •�� < - -4 _ �;...:. >_ 1� . NAILING AND CONNECTION S(,'HEDUI.F. "�� may' I -Y -�' - ' ` I A I ,--s. �� MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS r` R1 ___je_, R�= v ,��I�JL�'4`� 11 - ^ N _ __ ___ -________ IEXCEFT AS NOTED ON ',RAWINGS) - - FPC DISH ;.,� ��R ~ - HOOD _ _ -- -_--- —_— ___ _— _-- -- h1.6, ---4I_ - - - � -7 5�N.1�-• •. t` �....�._ !�l'�1.:4 F _ �l I I h.l p.\,../, f�E F f -{ ci„ M CONNECTION COMMON s —- - Irl _�._ -, (� _ 3 J ^' ��\ U k 1 � , �,- — _ I _ I I STUDS To PLATES - END NAIL. 2-16d 1- - -.i • OR - TOE NAI L 4-10d • ?� _ - �. • Il l i,( .,r �1 TOP PLATES & BOTTOM PLATES y lOd @ 8" O.C. • a - - SPIKE INTERSF.("T TUNS 4_ . - ATh EIS , �' ITGHEi.I fr.', KITGH .-4 a �nT LI1.15JAkITCHkJ FLOOR JOISTS 10dEACHSIDEJOINT - ---r - .- _-- -__-- �t - TO PLATES OR BEAMS - TOE NAIL 3-10d �CJ� I� �� BLOCKING TO PLATE - TOE AIL 2-lOd ' ; II II -o •� 141-0"• - -- - �5 ! BLOCKING TO JOISTS - EACH END 2-JOd It -- _--__ .-,�_____.___ _ _._____ ..- �;_ BRIDGING TO JOISTS 2-lOd • " 10d @ 12" U.C. -- � - - > I i D X _ 111-.04 '_ I � 0 -• I CORNER STUDS /2"p Cal-(o° — ' - 2X LAMINATED BEAMS 10d @ 12 T & B STAGGERED - ��,-r,plj K- p" 2'-p" �" q.-fi ci ►. ' j,_� I 2 x 6 T & C • 16d • . \ ' ' ` E } EACH BOARD TO SUPPORTING MEMBERS 1-TOE NAIL 1-FACE NAIL ! TO PARALLEL WALLS AND BEAMS 6" U.C. • /4 �//.�GxI�E'Y csa 4. r c AL �L 4° , 5° L �JL e' • PLYWOOD SHEATHING F ---- _I .. _ f }., - .: - 1 1�L 5L [fir I 1. ROOF SHEATHING 5/8" PLYWOOD -� =_. -„,%,” - - I 'L., �7p1`�GL. '�,� • "" BLOCK ALL EDGES WITH 2 x 4 FLATS AT EDGES OF EACH SHEET & BLOCKING & WALLS 8d @ 4" 0.C. AT INTERIOR Or SHEET 1 Me•TAL.- F$1eror:*4 \ , t.46r.4-1..N �/ !s, '+s4r<r -1 4 AT dOUtiliAf:11:5 ()}' ROOF 8d (� A" O.C. ., ^ ° FAQ o�(�i- • \<X, i.N �L� D�.I \• 2. FLOOR SHEATHING 5/8" PLYWOOD BLOCK AL1 EDGES IWTH 2 x 4 FLATS /�/�M AT EDGES OF EACH SHEET, BLOCKING & WALLS 8d @ 4" O.C. �2S, .x.2 1--"1 � DI\WI I I �� oQM ��' AT INTERIOR OF SHEETS 8d @ 4" U.C. A BOUNDARIES OF FLOOR 8d @ 4 O.C. �� APPLY 1/4" C-'':Ti UO1JS BEAD OF 3M4314 CONSTRUCTION ADHESIVE TO TOPS OF ALL JOISTS, BLOCKING 1 �► �Iv l'"& `�' (o -p" I L Iv I �� I �/�M AND PLATES IMMEDIATELY PRIOR TO PLACING PANELS. "-14 - 1/2" GYPSUM SHEATHING BOARD #11 GA. X 1 3/4" x 7 " 6" / /16 HEAD O.C. �( 1 _ ! BLOCK ALL EDGES WITH 2 x 4 FLATS DIAMOND PT. GALV. NAILS ` i 0AL:. STUDS, TOP & BOTTOM PLATES & BLACKING 4" O.C. \, '� 6d COOLER NAILS 4 I 4-111 11-: 1( -} r I S/8" GYPSUM WALLBOARDO . J `` may BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C. 1--\) N �, i J I� ` ' @ ALL STUDS, TOP & BOTTOM PLATES & BLOCKING 4" U.C. 1 iN 42 H IGH t\LL 1 Ij I� I tIK- LJNet..1 OTHER WOOD CONNECTIONS �ti • ,X W i �� °--1. -9--"-1- • • / MINIMUM SIZE AND MA}(I 9 SPACIN_(: • • -- - — �� Ir____!__ `� =1 IJ U_J I� - . I 7� PLATES TO CONCRETE FOUNDATION WALLS 5/8" x 10" A. BOLT �� 32" O.C. Ii c. 16 I i (Jyx6,,,,s RJ s 'p c\ -w i o, i, O =5';16 -4°` 1 II it �+ T �._ �, Ir �- � LAG BOLT INSTALLATION. PRE-DRILI. HOLES FOR LAG THREADS r�$ - iii1/2" BUL1 3/8" HOLT S v /_ -' Q 5/8" BOLT 1/2" HOLES I s' ` 'O v - I RfvFJ� .._ --- --- y`._� 3/4" BOUT 9/16" HOLES M .6 g sou• ��H,) PMR �jL DR _- 3 �� � I rIMMEDIATELY . l_---- t — Y I �I'r �� �I� (� SOAP THRI'',D OF L.AG5 PRIOR TO INSTALLING WITH W�'F._1( 1 ONLY. • • l ,' '� - =_— - I CONNECT ALLBEAMS AND JOISTS WITH S I^[PSON HANGERS 1'0 UEVF.LOT STRENGTH OF MEMBERS. I �I GI��:�..I � ,L - I ),e,„ —OI �}'��4 (\t I PROVIDE STAADARD PLATE WASHERS UNDER HEADS 'JR NUTS OF BOLTS BEARING ON WOOD. 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