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2084 Shear Wall Schedule r [ ShEAR WALL SChEDULE ] [ 7/I 6" WOOD STRUCTURAL PAf�EL w/ I Od BOX (O. I 2B" ] 'I S11EAR WALL � EDGE ANCt10R BOTTOM SW# ShEAHING NAILING BOLTS PLATE (IN [Ti11CK(SIDE)] (IN O.C.) (IN O.C.) ' O.C.) I � 7/I 6" osb ( I ) I Od@6" 5/8"@72" I 6d@ I 6" I 6d TN @ 8" O.C. _-_ _ ___ _. __ __ 2 7/I 6" osb ( I ) �! I Od@6" 5/8"@64" , I 6d@ I 0" �' A35@36" w/I 2-8d - _ - _ __ _ _ 3 ' 7/I 6" osb ( I ) I Od@4" ' 5/8"@40" I 6d@6" A35@24" w/I 2-8d _ __ _— 4 7/I 6" osb ( I ) I Od @ 3" 5/8"@ I 6" , I 6d @ 5" ' A3 5@ I 8" w/I 2-8d , - _ ; - _ _ _ ; _ _ ___ _ 5 7/I 6" osb ( I ) I Od@2" 5/8"@ I 2" I 6d@4" A35@ I 2" w/I 2-8d [ St1EAR WALL NOTES ] - GENERAL NOTES (APPLY TO ALL ShEAR WALLS) A) FOR fZATED SF1EATf11NG PANEI_S, SPACE NAILS @ I 2 IN (305 MM) OC ALONG INTERMEDIATE FRAMING MEMBERS. B) BLOCK ALL PANEL EDGES WITI1 MINIMUM 2X (5 I MM) BLOCKING. C) APPLY NAILING TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING. D) FRAMING TO BE A MAXIMUM OF I 6 IN (6 I O MM) OC. E) FASTENERS Sf1ALL BE DRIVEN FLUSf1 WITh SURFACE OF ShEATf11NG. F) PROVIDE SOLID BLOCKING UNDER Ti1E ShEAR WALLS AT TNE DIAPhRAGMS TO ACCOMMODATE Tf1E BOTTOM PLATE ATTAChMENT. G) ANChOR BOLTS-4- I/2" MIM. EMBEDMENT � F'C 3000 P51 (NO SPECIAL INSP) SPECIAL NOTES FOR SNEAR WALLS (APPLY TO WALLS SPEGFICALLY NOTED) I ) APA RATED ShEAT111NG EXP I/f=XP2/EXT OR GC/C-D/STRUCT II PLYWOOD. 2) PROVIDE 3x'S (76 MM) AT ADJOINING PANEL EDGES W/NAILS STAGGERED. 3) WALLS >0.60 KLF USE A MINIMUM OF A 3x SILL. FOR WALLS BETWEEN 0.35 AND 0.60 ANCf10R BOLT SPACING f1A5 BEE_N DECREASED BY I/2 (USE 2x). 4) PROVIDE MINIMUM 2-2x QLOCKING OR JOISTS BENEATII 60TTOM PLATE WITH BOTTOM PLATE NAILS STAGGERED. 5) FOR 2 SIDED S11EAR WALLS PANEL JOINTS S11ALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS AND FRAMIN�:� 511ALL BE 3" NOMINAL OR Tt11CKER, AND NAILS ON EACf1 SIDE St1ALL BE STAGGERED. NAILS MINIMUM DIAMETER 6d COM = 0. I I 3 8d 60X = O. I I 3", I Od 60X = O. I 28" I 6d 80X = 0. I 35" C ` (� ''h ,^'2 y�t.w�y..�G $�� . r�a � r �;��-,�� , � � �..�� __2.. __ _...�,3�, �' R.ECEIVED � � ��If1�n,�.�. � ' � � ��. � MAR 0 5 2013 j� �,�; ��,�� — ;�� `� ��` � � � � ' � < �.�� Tt1E PEOPLES BUILDER �.• ��'��.<�,r,�,�� L.L.C. D I ��t�,�t�� i i��s��r1 s�.e. :��.�r� :�umncr,N!/'."-fi093 50 ...... on�°�. � } [ f-10LDOWN SCNEDULE ] [ GR III SPECIES ] [ SIMPSON STRONG-TIE NOLDOWN ] [ SIMPSON 200� CATALOG ] ___ _ __ _ _ __ _ FOUNDATION LEVEL �� I TYPE �✓11N FASTENER ANC110R CAP # I STUD TO STUD BOLT KIPS _ _ . � _ ___ I . STI1D8 (2) 2x (24) I 6d -- I 2.21 _ -_ __ ! _ --_ 2 STf1D I O (?) 2x (28) I 6d -- 3.73 3 STt1D I 4 I (2) 2x I (38) I 6d -- 5.03 i _ _ i 4 � f1DQ8 , (:�) 2x (20) SDS2 SSTB28 ! 6.65 - � , . _ _ 5 1111DQ I I 6X (24) SDS2 SSTB28 8.5 I . �I_ _ _- - 6 1111DQ 14 ' 6X I (30) SDS2 ' SSTB28 I 0.75 , i 7 11DI2 i 6X (4) I" � I-I/8" Q I3.20 8 11D19 6X (5) I° � I -Il8" (Z� 14.22 __ __ i . _ _ __ - - 9 f1D19 , 6X , (5) I" � I-I/4° � 16.21 [ HOLDOWN SCf1EDULE ] [ GR III SPECIES ] [ SIMPSON STRONG-TIE f10LDOWN ] [ SIMPSON 200� CATALOG ] FOUNDATION LEVEL �� TYPE MIN FASTENER I TIE ; CAP # STUD TO STUD , ROD KIPS _ i _ _ I CS I 8 (36") 2x ' (I 8) I Od -- I .37 , __ _.___ 2 (2) CS20 (36") i (2) 2x (I 4) I Od ea , -- � 2.06 3 (2) CS I 8 (36") (2) 2x � (I 8) I Od ea ', -- Z74 4.. ' (2) CS I 6 (48") ' (2) 2x 'I (22) I Od ea -- 3.4 I ; _ i �- ! _ 5 � MSTC66 ' (2) 2x (32) I 6d ea � -- 5.50 _ I _ � , G (2) MSTC52 i (2) 2x (44) I 6d ea --- ', 7.29 7 (2) MST60 �I (2) 2x (46) I 6d ea -- � 9.66 __ _ , _ I _ _ g (2) MSTC66 (4) 2x i (32) I 6d ea -- I 0.99 110LDOWN NOTES - ceNeizn�No�es A) MINIMUM CONCR[TE COMPR�SSi� : �TRENGTFI TO BE 2.5 KSI �� - B) REFER TO MF�KUFACTUREKS CAl AI )�S FOR MINIMUN DISI ANCE TO FOUNDATION CORNER. �{)� �`� . C) REFER TO MAWPACTURtKS C�111�-�GS FO�MINIMUM BACKI��UG MEMBE�SIZE. � `"� '��ttf "��`` '� D) ANCIIOK BOLI EMBEDN�EN1 Dt P17'i�'1ALL BE A MI��IMUM OP I�"WIl Fi A CUI WASF1E�t nVD �� '�� z" �`��`'� KUl AI HOiIOM. �,�� „ E) PO515 nl 110LDOW�: 2x 4 4x (�8r��n x nNU 89mm x) � N2 UK HEII ER ,r 6w� i "' �E� 6x ( 140mm x )---H I OR BEiitR �-� . ��` • F)TtiE ANCt10R TYPE F10LD0'J✓NS A1 C 11[R LLVELS SFIALL 11AVE A PAIR,ONE�BOV[AND ONE �'�� BELOW,TRIED BY1FiRFADED ROD. �'�� G)USE SThiDbRJ FOR STY1D8,51 Y1D I 01?.J FOR STi1D 1 O,AND 5111D I 4RJ FOR STI1D I 4 Wt1ERE RIM / �M� . ;,u� JOISTS ARE INSTALLED. � t'"j �;\s Y�s:':''��`-'�'" I)TF1E STUD FASTENER FOR STti'75 sh��.'�_L BE 1 6d SINKERS. � �-�''� �,; �z� � J)MINIMUM STEM WALLlO BE 6 WI�E�OR I-STORY BUU_DINGS,b"WIDE FOR BUILDIi�GS g�,�}�y��;i�„i�� FIAVING 2 OR MORt STORIES. . TNE PEOPLES BUILDER �.�.�. D 2 I I 25 S Il hi 5?-L'. Swte D Swr.nec Vl�.98093 �;CA I-�.Pi0A DnL°: COMPOSITION SFIINGLES OVER I S# FELI OVER 7/I 6"OSB SY1El�;t1L"�G. ViANUFACTURED STANDARD T'2USSC5�n 24"O.C.PLR ROOF I-RAMWC;PLAN.TRUSSES TO BC DCSIGNED BY W�SFI.STA1 L APPROVED TRU55 M�G. ATTIC 11-I CLIPS @ ALLI'RU55-TO-PLAT�LOCATIONS R-49 BLOWN INSULATION AT ATTIC "-. _ SECOVD FLOOK(,, , "'" "' . ' ` . - - . ----._.. __.._ .. . . . » _,�,-- -. .,-� i CONT.MLTAL ��---� -� PLl�TE�7LIGY1-I� � y �� GUl1ER 1/2"GWBTYP. Optio u�. 3/4"TfiG OSB SUB-FLOOR GWED AND 2x6 Sl�:rongbacks @ I 0' NAILED TO FLOOR 1 RUSSES,SPACING� � See oc ma<to stiffen floor�� INSTALLFaTION PER L"NGWEERED PLAN Detail"G' PROVIDED BY SUPPLIER. SECOND PLOOR rIEIGFIT �; r�RSr F�ooR P�ni e�7e�Hr - � � _ \ �,,i a°oPeN weB r�oo�_ 1 RUSSES @ 24"oc � 82 I/2"FIEADFR FIEIGIIT TYP. �2'�RIGID INSUI. TYPICAL EXTERIOR WALLS: VINYL (our5ide)@ F1t ADERS ��SIDING OVEP.WEATFIIR RESISTNE IM E210K W�LLS:2x4 F1.F.#2 Scc BARKIEK(per IRC K703.2),OVEK - STUDS @ I 6"O.C.BEARING, Uetail°S" 7/I 6"055 SF1Enl111NG,OVrK 2x6 � 24"O.C.NON-BE�RIN6. I Y1.P.H2 51 WS� I E�"O.C..WIl hi ' R-21 BATT INSULATION. � K30 B�IlS � SUBFLOOR 7EIGFiT �3/4"T8G OSB SU3-f`LOOR CW[D AND �- -"-- � ��-- ��. ��-- ��,� 4xI0BtAM -- -. ._ . - ..- - INSTAI��TIONPrRrN;Wt�-iPAQNGS �� , �. NAILED 70 FLOO�TRUS�F i RFD PIAN � 8 MIN.CLR \/ � - . .... . .. . �i��i��i BY SUPPLII_R � — ��r�'�y .��yi�i��i��i��i��i i��r��i��i�i��i��i��i�� O�O�O�� — ;��j��/�//��j��j�� /, r/�j�j�j�j�j r/.�j�-�r�j�j r/�j�j�j��j�j�j�j��j�j�j//�j r/�j�j�j�j�j r/r/�j//r/r/r��j�j�j�j�j/i�i�. ��J��`��`��i0i��i��J�Oi��jO;Ci;3;�y��i��i0i��J�?i�i��i��i�y��i��i��i��i0��i0i�i��i��i��i��i�iT�iOi��i�y��i��i��i��i��i��. ��i:�T��%��i��ii��i��i�i��i�ii'..{?�i?��i;��;;�i��i��!��!��,V��O!i��<�!:��:�:O;�O;��!��O��i%��%�%��i��y��!��;��%��;�� 8"WID�FOUNDA-�ION WALL: -6 MIL VAPCR BARRIEP.tJ�P I 2"UP EDGES. #4BAR5.10RIZONTAL A1 I 2"O.C. - Sl4 BAKS VERTICAL AT 4b"O.C. ��°wiue FouNOniioN rooiiN�: �T�YP• TWO STORY zricrziroNrn�s� �n�s. �JBUIL_DING SECTION 3"ABOVE SOIL ��{ ��'��,v t�fi�� `��'� �t-�;, ��„ 6-" '. ' rf'� w �,�,. � J � ;� ..r: �� r .r"��`,� ��. „� �..�. . �� : 1 E f.�'..�+a. �;r�,�«,.....��''"�,�'` . � � TNE PEOPLES BUILDER L.L.C. p 3 i i zs s��ri s��-i° s��t�o S�inne.r.WA 9809.s Sc.n�❑ I/8"=1'-0' Gn�e� Vmyl siding over 7/I 6"OSB � weather resistive barrier per IRC R703.2 2x 11.F. #2 stud framing @ I 6"o.c. R-?_I insulation, typ. 511EAR CONNECTION: S11EAR PANEL EDGE NAILING er shear wall schedule - I 6d Nail, typ. (plate to rim) p per Shear Wall Schedule PANEL SPLICE: All panel edges to have -� --si4�ose�ac suar�ooK,cweo a minimum 2x backing for edge nadmg ��.� / Nni�eD � FILLER PANEL I Od @ I 2" ty�, ;, .. ._-.- ___..:�_. .-. .�-,. .. ...-. except:I Od @ 6"for SW4, SW5 _ �-TJI SPACED PER ENGINEERED #4 bar horizontal: " PLAN W FIELD I_oc. within I 2" of top of wall � z - -�—Pressure treated 2x sill � � FINISII GRADE � �_ _ 5/8"x I 0" A.B. @ 72"o.c. (Or per shear wall �j/�/,��//�,/�//�/ ; schedule) not less than 7 bolt diameters# not Rebar to be Grade 60 _ � � � � � er IRC 404.I .2.3.7.I `-° %j�/j�%:�/i�/j�/%�/ ..� ' more than I 2"from plate end; 7"min. embedment � in Seismic Design �%�//��!��/%�/%�! � �� of A.B.; use 3"x3"x I/4" galv. plate washer per IRC > �� 602.I I .I Category D ��/��,:�� . -� � , `° >�i��i�� - �__ ��%�%��:� . ' � - #4 VERTICAL Y100K BAR: �� \�\��\��j��\��;��\�j�� 8" wall - 4B" OC to tie mto cont ftg bar �;��: F007/NG DR�IIN__ ; g"2>TORY w/rit��zru�cai� 6 MIL. BLACK VISQUEEN, EXTEND TO FOUNDATION WALL, LAP JOINTS I 2" 4"P�CSOUD:_ �� z Sl ORY �oowNSPOUrsI --(2) #4 BARS CONT. �FD_N__DETAIL FOUNDATION WALL U AT FRAME FLOOR - 3/4" OSB T&G SUBFLOOR, GLUED & NAILED - TJI SPACED PER ENGINEERED PLAN IN FIELD - 4x10 DF BEAM TYP. � 16" 2x GUSSET ----._ _ —_ - . . - � . . - s • 1 STC TRUSS ° 4x4 POST -�_, Rebar to be Grade 60 °� - 'jrrr CLIP N? _ _ i I per IRC 404. I .2.3.7.1 �°� ' ' � ' in Seismic Design "' ' - ' � � •� . Cateyory D �ji��ji/�j�i��i�j�\�j��i` .�\�\��\�j�\�ji\�ji\�ji\�ji\�ji\�j�\�j�\�\�j/��j��/��/��/i %�/%�/%�/%�/%�/i��!�/�:�/�/��i��i��/��/��/��/��/��/��/�/��/��/��/�� j\�j/\j\�j/\j/\j/\j/\i �\�\�j\�j\�j/\j/\�j/\j\�j\�j/\�\\i/\i/\�i/\�i// � ��i��iA��j��A��/��i �V�V�A�V�A�V�A�V��A�/�A�/,��/.� .��/��/V�/V�/ � i//,/�/i,/�. NOTE: 24"STD_PIER 6 MIL. BLACK VISQUEEN, ! - 30"Potrvr�on�atea 1. USE (4) #4 REBAR(2) EXTEND OVER PIER PAD, EACH WAY @ 24" PADS. LAP JOINTS 12" 2. USE (5) #4 REBAR @ 30" BEARING PADS. ��'j�� BEAM TO PIER ir�.�� p FI�N DETAIL �.`��; � "�� PAD DETAIL � � �t � � e r'" � ::D ' "�- ` , .�-� TNE PEOPLES BUILDER y � �L D 1 ��' �l.i. �E t�':�� r:�..._...:.�.��-� L.L.C. ' ��it��1�� iizssiiHSr t. s�,�ePo � 5umncr.W/�98093 _�.,..� ,,8�.—,�O.� oni`` __ Rebar to be 6rade 60 Rebar to �>e ;;rade 60 R-zl PER ENER�v per IRC 404.I .2.3.7.I cn�c's m Seisrnic Desi n per IRC 404 I .2.3.7.I i/z^�.w.s. g m Seismic Design Category D Cate�r r D 1/z"Gwe, ___ �j-� Y GARAGE SIDE --- TJl:INSTALL PER ENGINEERED PLANS IN FIELD RIM JOIST-----� 7 EXTERIOR WALL PER PLAN j GARAGE �� / 5/8"x10"A.B.@ 72"O.C. R-30 BATT INSULATION -PRESSURE TREATED t MAX.OR AS NOTED;W/ 2x SILL PLATE E 3"x3'xl/4"GALV.PLATE -- x 5/8"x10"A.B.@ � WASHERS t 72"OC MAX;OR � � AS NO�iED PRESSURE TREATED SILL, #4 BAR HORIZONTAL:* �� 3"x3"xl/4"GALV PLATE WASHERS LOC.WITHIN 12"OF TOP OF WALL ` 4"CONC.SLAB w/ - #4 BAR HORIZONTAL:* 4"SLOPE TO FRONT N N-� LOC.WITHIN 12"OF TOP 4"THICK CONC. s ; � , , � x u OF WALL CONCRETE 8"ABOVE GRADE � '• SLAB ,� � � �� i�!i�!i�!i�!i��i��i�!i�!i��i " � `. � .'_.. .. , ,. ;?��`��`i��u\��\�/��/�\�/��u�%\��/��/� a � T�f 4'PVC SOLID-�� -----�_,� � � ..--- ��iT��)�iTiati��j�j��j��i�ti�?��v�� Q z �`(DOWNSPOUTS)�\`. \ _ #4 Vf._RTICAL HOOK BAR: ✓/��\,/�!%��!% VISQU B NCKAP � ��i��i� 8��WAI..L-48"OC �%��r. —12"@ SEAMS � a��i��%�i�v�y��r��, #4 VERTICAL HOOK 8,4��T - '�� ,n��;.� - � TO TIF INTO CONT.FTG g^WqLL-48"O.C.%�;�.� _ // , , ' , g .�� :� . • . . BAR TO TIE INTO CONT.FTG.�� '. . $�� - Oi y�.� ��'�� i i� � i i � d i i�i��6 -- �- � '�'��0��i�� ii� �i��ii��/T��i��i '��i�i��..i8"2 STORV � ,ii::�i:�/� �� O�\ � �� -�2)#4 BARS /��!�".�.,�:a��li�i CONT. 8"2 STORV FOOTING DRAIN 15"2 STORY W/FILTER MEDIA - -- -(2)#4 BARS CONT. IF REQUIRED 15"2 STORY E FOUND. DETAIL FOUNDATIONWALL@ FOUND. DETAIL GARAGE TO CONCRETE SLAB F HOUSE � ROOF FRAMING _ 1"BAFFLE FOR VENTILATION - , CFj � �t�j, COMPOSITION ROOF O C�1�,� SHINGLES OVER 15#FELT, � OVER 7/16"OSB SHEATHING - w r ROOF SHEATHIN6 TO � PERIMETER BLOCK NAILING: � Sd COMMON @ 6"O.C.- (R-49) � iNSULATION � 2x VENTED__. � WOOD BIKG. ---HANDRAIL(TO BF ENGINEERED ROOF f ON RIGHT SIDE CONT.AI_UM. �. _ TRUSSES @ 24"O.C. � ASCENDING) GUTTER� PER PLAN m Ib".MI�'. � STREA(�� A — H-1 CLIP @ EVER.Y "� TRUSS .\� :{L�z��tYP�-- � PRIMED WHITE� �c� WOOD TRIM ;--1/2"GWB WITH � � VAPOR BARRIER m 3/4'MI��. (LOW-PERM PRIMER) � 1-1/4"MAX. � (NOSING) 1/2"SHEETROCK WHEN r �� OPEN BELOW STAIRS.-� ProYile of tread — IYPICAL EXTERIOR WALLS: VINYL SIDING OVER m mmvly with WEATHER RESISTIVE BARRIER(per IRC R703.2), IRC R311.5.3.3 OVER 7/16"OSB SHEATHING,OVER 2x6 H.F.#2 STUDS @ 16"O.C.,WITH R-21 BATT INSULATION. — ��(� �� STAIR & HANDRAIL DETAIL �,��s��}�,�� PER: IRC 311.7 { � � � '�`�;, '�'�`� ��,: ��, rr � � �` `�a '.,,.�,�,�,�--�,,,� Tf1 E P EO PLES B U I LD E R � }� �� D 5 Qjs-�.�� . �,�, L.L.C. �.�� `i��'�`Z� I I?_S s7fFi sT E. Su�te D .. �:uinner.'J�/A98093 .,�_z�.�� I/Fi'=1'-0" c/��`-. NOTE:HOLD NC:�IV-P.T. TOENAIL w/2-8d COMMON MATERIAL UP FF'.OM CONCRETE 4"&HOLD WHITEi WOOD TRIM NAILS,(16"O.C.) APPROX 4"UP FF:OM CONCRETE Zx BL CKING ENGINEERED MONO—TRUSS — q _PC44 POST TO ��i6��os.e. � \ � BEAM NP. Sd @ 6"O.C. =_ -_ �-1 x4 WHITEWOOf? - _--- 2 OGERw/2-16d �I II II II, NAILS WTO STUDS OR— RIM @ 16"oc. ]OIST RAP 4x 4 ITH W W I III�II I�I II�,IIIII MP N L 44 HANGER . �• SI SO U ,typ 5/4x6 WHITEWOOD ON !I� �i�I�i�l��l' FRONT AND BACK AND ZxBLOC ING W/16d �X4 QN SIDES TOENAILED OR - RAP 4x6 ITf i W W I� !�!�II�Ii'' 5 4x8 WHITEW00D 0N �I',� � __ i �� ' FRONT AND BACK AND - - - - -- pefp��" - - I I�I�i � 1 x4 ON SIDES ��;'�II��I'� ,', 5/4x6 WHITEWOOD � ABA44 4x4 POST . , . . . BasE (ABA46 aX6) PORCH TO HOUSE WALL CONNECTION � �� K N.rs. . . Optional Covered Porch per Plan ° ` STD PORCH POST DETAIL L N.T.S. �DRYWALL FIREPLACE DETAIL U(OPTIONAL) R� �,. -�GYPSUM WALLBOARD OVER 7/16"OSB ON 2x4 FRAMED SHELF @ 51" A60VE SUB-FLOOR � . _---- - -- \� m � ��. �2x4 FIREPLACE WALL FRAMINGTYP. - -- 3�-I/2" - °1 \ �12x12 TILE SURROUND R.O. W�dth a — — �, _ _.. .� F�� i _ Length of face wall , -�CENTER RREPLACE IN 45°2x4 WALL _.— �� xO36 3/4o"hi hi(ERIFI'�MFR3R.0.�"wide ��c:r��4�)t�, �� 9 � ''� ti�' � u�� "a' <.•�' � � •�� . ,, ' �` " �� 'k� THE PEOPLES BUILDER ; D6 .� � �.� cl,�� E��=��,�.- L.L.C. �.t..�...... .<�'�T�t�f'"'}^ I 125�i77F1 Sl.F. SuiLe D � Sumner,WA J8093 5<:�_r-- I/8"=I'0" Dnre: CONNECT FLOOR�f,�'��w �''�.� 2x FLAT T�B Sf1EAThING TO BLK ;' \ �� w/ I Od@6" O.C. ;' \ �� -- , - � ; - ---�-2x BLOCKING ATTACf1 TO ��, � /:� Sf1EAR WALL PER SCNEDULE I �, �, :� - 1 , : WEB TRUSSES �� ;� , I ��,� =�� ! PER PLAN ;—- � ,�`.� � ;:;—TOP PLATE � . __ .�'~� �,� 7/I 6" OSB, CONNECT— �� '�, TO 2x BLOCKS PER ; �� - -INT. ShEAR WALL Sf1EAR WALL SCf1EDULE �� :� PER SCf1EDULE ' 1 ,_� . _ . . _ _, . . . ,:, . \ � � � � j' � � � . . : . . . . . . . \ � WEB TRUSSES-- - / ---TOP PLATE PER PLAN INT. Sf1EAR WALL - - PER SCIIEDULE /� SHEAR TRANSFER BLOCKING M N.T.S. @ INT. SHEAR WALLS �� ,�. �=.� ,��.�� '��`� ��' `�''''�`'"` ��. �� . �.` ��j, . ��Cjl` � � :� . `�`' r} �' `� ` �-� TNE PEOPLES BUILDER �� f� ��,,�� x�, �:� :.�;A�.�° L.LC. D / '3�:`�f��`� I I 25 577F1 ST.E. Su�Ce D � _,�,mnec W�9f5093 _.,.�!_,N/�> >n�':� DO NOT INSTALL CEIUNG DRYWALL FASTENERS CLOSER TI1AN I 6"TO WALLS --- _�- _ -- __--�-_ ��`.3S —�-- �__'�_.— _,__. TRUSSES �� I 6"— —I 6"� FASTENERS � ASTENERS � 25 GAUGE I.5"x I.5" 24"O.C. L-METAL CONTINUOUS "FLOATING"CEILING PANEL EDGES WILL ALLOW TRUSS MOVEMENT FASTENERS N� FASTENERS W/OUT DRYWALL CRACKING. FASTENERS CEILING PANEL � SUF'PORTED BY WALL PANEL(MAY BE FA'STENED TO WA�L CAP) SIMPSON STC CLIP — -- --- - -- _ _ _ - - - -- _ __ TRk15�— --- OTypical Drywall Ceiling Detail: Best Practice Method for Avoidirig Ceiling Damage due to Truss Uplift FASTENERS -FASTENERS 25 GAUGE I.5"x I.5" L-METAL CONTINUOUS � 2x6 Upper Wall studs @ ,� I 6" oc � Web T�uss Detail: ��= � � Second Floor I 8"Trusses � � ; �otrom Plate Connection ; :� � 7/I 6" OSB sheathing, nail per Shear Wall Schedule to studs and edges �er shear schedule ;� ; 3/4" T�6 Subfloor ��-� �— . ; � _ - Sheathing splice � - 2x4 Continuous Ribbon Block, � \\\ � . inset into Floor Truss w/ (3) I Od �� Naiis m face at each truss, typ. `�� , /� - �;�� —7/I 6" OSB sheathing attached � �2x6 Strongbacks� �� to upper bottom plate, lower �� @ I O'oc, �� top plate, vertical truss ends, � OPTIONAL ribbon blocking � � �� , � � �;-,�, � � „Ytif� K= � Sheathing splice T<�p plate connection per/� = �=� shear wall schedule - -� 7/I 6" OSB sheathing, naii � � to studs and edges per `--" �� shear schedule ��'�� ',�� 2x6 Mam Floor 5tud Wall @ �,:>� ��`�ti,��=ttl�, ,�� I 6 OC tyP < �,� � � '�. v� '� � � � � � ��irt,�� :;��-";�;;� Tt1E PEOPLES BUILDER �" D 8 �`°��.��;�� L.L.C. - I I 2 i 577F1 SL E. Suite D 7urnner.'J✓/�`3fl053 =.C��.C� I/��—��-0�� :,�q:=� Dimens�ons: Archway at Livi ng Room 9-1/2 at top-center 18�� at springlines-sides (nptional: Applicable only if shown on floor plan) / � /, �, � /; ; T ,; ,, %� �,� i' , , , i� � !'�� Open �;i -� - � / � � � � � ' ; 1/2 wall @ 40" „ � �� ; � -- „� ___- - --� - -��z,_o�,------ — - �� i _ _._ S ARCHWAY DETAIL 7/16" OSB Skin, ripped 2 x 8 Centered to approx. 7-1/2" on POSt (Nail to 2x8's @ 12"oc) � 2 x 4 studding o�, @ 16"oc� ,� Q 7/16" OSB Skin� � �n�prcx. � �`�_I/2�. 4 x 4 Bearing centerpost � T ARCHWAY SECTION TNE PEOPLES BUILDER L.L.C. D9 i i zs s�7H si.e. s�� o Sumner.N1A`�'80`;3 _��, i�g��_i�_Q�� ._. NOTE: PLAN hAS BEEN DESIGNED TO ALLOW FOR A MAXIMUM PONYWALL NEIGHT OF 8' WITF1 (NO OPENINGS). PONY WALLS OVER 8' REQUIRE ADDITIONAL ENGINEFRING. WIIERE FOOTING SECTION "A" IS MORE Tt1AN 8'. PROVIDE I 6 GA. METAL TIE I .5x4 FOOT MIN.EACI1 SIDE OF SPLICE W/I 6d COMMON NAILS. PROVIDE MST60 BETWEEN PONY WALL ABOVE WI1EN FOUNDATION 110LD�WN SPECIFIED. z r. �,�. --=- °- --- — � 2X SILL PLATE kIM JO15T (2)2%FLATE '� _� _ _ _ _ o : _v�t� — PONY WALL FRAMING AND � I - - �� 511EAR NAILING TO MATCf1 WALL — — — —�-- ' 1— / FRAMING ABOVE. ` ��a�2 ; — f10LDOWN SPECIFIED ��%��%�� % � � � � �" �° _ = PER PLAN. ��%�%��%�� --------- �/��/� �� _ � ,� � � �/>��/ /a ` �°� ,�� 4'-0" MAX. BACKFILL �j�/��%/ //�//%�?%/ // a � � � � � W/O ADDITIONAL �A��A��V��V�� ° ° // // // //�/�';�// //. DESIGN. ��A��A�� VA � ` � ��//�//A/;//��/� �� \/�%'%;�%/��%i�%/��\��//��//��//��//��//�/// ��/��/� /�� STEP FOOTING DETAIL SCALE: 1/2" = 1'-0" ��'�� '�� f��:;�cF�,^�� E .-.. �c�� ' �`�� ,,� .� �� `' � �� '� �� . ��E?°'S.('!ia�l�?�� . �"' J��°'�''��° TNE PEOPLES BUILDER L.L.C. D I O i i zs s�m sr.e. s��r.� Sumnrr.WP.980fl3 Scn_F: !/8"=!'-0' on�`: F>'-C Depth of Front Porch (varie�s p,_r plan) Nervastirol flashmg (or eaual)to protect wood framing -- Lap 6"above, below, and sides _ Top of threshold = (I-I/2"above OSB subfloor) Top of door - %� g s��r�i � _ T op of porch/patio: Set @ S-I/2"above foundation stemwall threshold is __ for maximum 7-3/4"riser measured from top of threshold. I 3-I/4"above � � _ the stemwall � — I I"Step, typ. (max 7 3/4"riser) ; • COMPACTED FILL] � - -- - ---1 - � a ., . , . . , -- _ __ � '� - — --- '., -- --- Typ�C�I i �"�n t `' Thickened edge to support posts/beams/roof per plan Porch Deta�l �PORCh / FLATWORK DETAIL � zn ings ou si e e en ry door and rear slidmg door to be one step down �I1.t.S.� from top of threshold. Typical height of porch to be 5-I/2"above the concrete stemwall. Nervastrol flashing must be installed prior to settinq the forms for flatwork, with 6"minimum overizps on each s!de,top, and bottom. 3 z Depth of typical ear porch landmg Nervastrol flashmg (or ec�ual) to protect wood framing � Lap 6"above, below, and sides �/ _ __ ___ __ Top of threshold = (I-I/2"above OSB subfloor) Top of door = 3 r�i l op of porch/patio: Set @ 5-I/2"above foundai:ion stemwall for threshold is _ �' maximum 7-3/4" risPr measured from top of threshold. I 3-I/4" above \�-� ___I I°SCep(rnax 7-3/4"riser) the stemwall � � ` -- [OMPAClf`D FI�I� , Typ i ca I I�ea r Porch Deta i I Th1E PEOPLES BUILDER L.L.C. D I I i i 2s s�i h s,�.e. s��r.� Sumner.WA 9b0`3.� sca�.e- I/c9„—I�_O�� C��.I--. R-2 I PER ENERGY--- CALCS I/2"G.W.B. 5/8"TYPE X GWB, _. GARAGE SIDE TJI: INSI ALL PER ENGINEERED PIANS IN FIELD RIM JOIST� � "� � � t R-30 BATT INSUI_Al ION t � 5/8"x I O"A.B.@ � � 72"OC MAX; OR J PER 511EAR DETAIL- � PRESSURE TREATED SILL, _ � 3"x3"x I/4"GALV PLAI E WASf1ERS � r . . . �24"#3 Rebar_cviel 4"CONC. SLAB�. - ��-- ;. ,�4 BAR HORIZOI�TAL:' ��i��i��i��%%�i��i�%��%�'�� . LOC. WI TI1 I N I 2"O F TOP ��i��i��i��%i��u��V�;��i��i��> ` O F WALL �%��%�%��%��T�i%i�%��.:'�i%�� f �� ,//��%��%%��%��i��i��iv<��%��i��,. i�ii i��T�i��i�ii��i�ii�!��iji�> � `" For Garage stemwalls stacked '�i%�in��i��i��i��i��i%��%�i%�i%��!!i��%�i�� , ° � h i g he r th a n 2 4" b ut I ess th a n 4 B" ��%��%�i%�i��i��i��ii.�;-"'%��i�� x Q of backfill: Prowde 24"#3 Rebar /��i/��i/��i/�i/�i/�i��/�i/�i/�i/�i/i�i/�i/�i/; �n d.owel s i n to g a rzge s la b@ 24"oc. �\/j�\/j�\/j�\/j�\/j�\/j�\/j�\/j�\/j�\/j�\/j�j:�.�:�\�j/\�i/��i/ ' �� \�\��\%�\%�\%�\%�\%�\�%\%�\%�\%i"��\�%\�/�\% � �i��0��\i��i��i<�; ��i��i�� ` 6 MIL. BIACK � �� !<>)i�ii�ii�i � VISQUEEN: LAP •��i��i�� —I 2° SEAMS #4 l/ERTIGAL IfOOK 6,�-��y�� , _ °� 8"WALL-48"O C� �:��ii�, 6"WALL-48"O C ��i,=�i��i , , 7" 2 story ro rie iNTO coNr. FT�.;�,�"u Rebar to be Grade 60 `>>?��'`�� >��>��`�<,�y��>��>��X�>��><�><�X��;�X�>��<' �<;��,�,�� %%� � ��1�'��1��,��,��,�.��,,� per I RC 404. I .2.3.7. I ��i'vi i��i �\'i��' ii��\ii�y,�,>�,��y�,�,� ;�,,,��, �,��, in Seismic Design 8�'f 7 St°ry Category D I 5"if 2 story � - (2)#4 BARS CONT. 6"stemwalis I 2"footmgs for I story �FOUND. DETAIL GARAGE TO i v (n.t.s.) HOUSE TALL GAI�AGE STEMWALLS ��,��t;� ��,� ' ��ptlOn�� per �Jlte COnG�ltlOnS� ��`�� 4�� h~`f�� . ♦ � �� F Ga FJ� � � �� . ��CC �,� t,�,,��,tl.�.�`��,�� ' Tf1E PEOPLES BUILDER ` D12��`'�rr�:a,>>i>t'° L.L.C. I I 25 57TY1 Sl�.E. Sud,e D Sumner.N✓A 9f�09.9 5;��_r-� I/F�"�—.I�-�� o,:r--. Place Roof vents on lower portion of rwf a[3'-0"away from end of overhang Overhangs to be One-HOUr- / Rated as req'd due to offset / 2 LaYers Type"X'--- - /�/ Gyp.Shealhing, � _. --._— Property finish per ArchiteR Line �.,,��-�m�,. - I rivmri I � One Hour Rated Where< 5'-0" ,--- d'ryPe^x^ �_ ___ ._________..- ____ _ ...- ��". GYPsum I 5"Type"X"Gypsum Sheathin as-- - �--- solid aim�oisc � erequired over,'-�"O56 sheath9 g. �\�-ti � ` - a'rype••x��yPSUm I Nail the Gyp Sheathing per sheaeninq ac�oisc I Gypsum Assoc.file#WP 8105 .#F rFFF£�,�� ca�iry � except increase nail length to -- �£ i Z-1�2 11-7/8" I-]oists, typ. Shea[hing Splice --- � �' � -�� .,.i,�;i„�L,;�:��..�.:�a��„ . . ,.�.,.,. � Exterior Finish no[shown for dariry - � �-- a"Type"X"Gypsum � Moisture Rarrier over ----_ ��/ Gypsum Sheathing `��-_ _ .-- - Zx6 Studs a[16'OC,typical = / ,_. Bottom Plate Nailing " i-��-- Interior Nailing per Gypsum Assoc. � per S.W.Sche�dule -�� File#WP-8105 ar equivalent � -- Solid Rim)oist � Sheathing Edges and Field per .� ` —�-� a"Type"X'Gypsum � Shear Wall Schedule: (5' �\ sheathing aUOis[Cavity ! Edges,12"feld U.N.O.) �� I Rim]oist Toe-Nailing per�_ Nailinq Schedule �� 9-l�Z�� 1-JOIStS� t�/P. � __. GA FILE#WP8105 specs,usinq: ----�--- Gyp Wallboard - - 6yp Sheath�ng wood stods NOTE: No openings or penetrations Extenor S�de:One layer 48"wide a"Type"x"gypsum sneaching ".- are allowed when property offset is applied parallel(vertical)to 2x4 r - IE55 flldn 3'-0". If offset is less than ---- �-- wood scuds wim t-3/a"galv. � I_.�� __ 5',openings shall comply with IRC roofing nails,4"o.c @ vertical -_._. I � --- R30L1 and p2n2t�atlon5 shall joints and 7"o.c.at intermediate I -�. � --- ---- Comply wlth IRC R3173 studs and top&bottom plates. Jomtr of gypsum may be left - - --- - __ untreated.EMerior dadding to be � �- - attached thru studs. - • I t ior Side: One layer a"Type -- — � �X gypsum wallboard,water - -- -- � � resstant gypsum backing board... I I��- � _ __ �- � ��—��__I� -I I I--- applied parallel or at righ[angles ' _. ._._ _ ..._ _ - _- _ to s[uds with 6d mated nails, .._... � ___ . -._ ---- ----- - - �. � � � � � � � � � � � � � �-� � 1-7/e"long,0.0915 shank, a" heads,@ 7"o.c. Exter�or One-Nour f�ated Wall Section (Eave Overhang Detail) OFIRE-RESISTIVE DETAILS: At Property Lmes/Setbacks where wall is less than 5-ft from the property line TNE PEOPLES BUILDER L.L.C. D I � i i 2s s�m sT.�. s�,��P o `iumner,WA 980"3 5�:n_F- I/B"=I'0.' oA'�- --_�-�—�_------ -- . ..--. .... . . . -Mfg Trusses @ 24"O.C. .........�.��..�.�.,._ Maximum Outlooker spaci�iy � ; ; - a°Type"X" 24"O.C. - = - _ _��- Gypsum (2)Layers Type"X'Gyp---�- =. _ ----16d nailing @ 6"O.C. Sheathing - _ -- Fla[ix4 bracing @i 49" -//' ____� or per[russ mfg spec Property �ine Sheath Gable End wlth O58 and -- ° - attach at edges with Bd @ 6"O.C. - -"""""'"'"u'�r"'T""""""""��':n' � rypical. Shea[h bo[h sides of gable ° I truss wlth g"Type'X"Gypsum � Shea[hing = � I One Hour Rated Where < 5'-0" ; ,.-- e'ryPe°x^ �__-_. _ .______— -_-.__ —_-._ GYPsum ___� �� I � � � e"Type"X"Gypsum Sheathing as--_, ' ---- soiid Rim�oist � required over 16"OSB sheathinq. -��`; �_ a"rype°x°�ypsum � Nail the Gyp Sheathing per - - sneacn�ng ac�oisc I Gypsum Assoc.file#WP 8105 - - <�, �.F,f£� cavicy j exceptincreasenaillengthto - �-- ��- � - -�-�------ j 2-1/Z" 11-7/8" I-Joists, typ. I Shea[hing Splice ---__ - I \ = ..o.::u:nm,z�rn�,a�TS�n�,u��.��. I Exterior finish not shown for darity ° � I ° ----a"Type"X"Gypsum IMoisture Barner over , - - %� �/ I Gypsum Sheathin4 \�- �=--�— zx6 Studs at 16"OC,typical �� _ �- - eot[om Plate Nailirg � '�� :--' �-�-- Interior Nailing per Gypsum Assoc. ! per S.W.Schedu�c:� �=� Flle#WP-8105 or equivalen[ Solid Rim]ois[ I Sheathing Edges and Fiele - I a"Type"X"Gypsum � per Shear Wall Schedule: � - shea[hing at loist Caviry (6"Edges,12"field U.N.O.) � I ftim]oist Toe-Nailing pe.r---� ��J.J� Nam�q scned��e \ 9-1/2" I-JOISYS�typ. NOTE:No openings or penetrations --- are allowed when property offset is �- - _ less than 3'-0". If offset is less than �� - -- 5',openings shall comply with IRC R302.1 and pene[rations shall _ �-�- �� --- __- ��- comply with IRC R317.3 � . . � �- � -�__-- �-- ''..I I-�--- �. _. __•. �-- _ - - -- --� -- 1 f I .--f T I I I _ �� III ;-,� II= When a gable side has roof overhangs extendi �g (Gabl e End detail) less than 5 ft but more than 2 ft from the 7/lb"OSB Roof She �n��y -�°°---- -�-°-°'-��— - Mfr Trusses property hne, one-hour rated construction ie� � Maximum OuUooker spacing— @�4"O.C. not required if there are no gable vents meebng �a•o.c. 2009 IRC Table R302.I, Footnote "b". No cabie�e�cs auowed -- ---- lbd�a�ii�y c�a••o.c. Fla[lx4 bracing�l 48" j or per truss mfg sDec Sheath Gable End with O5B and � - �-- - -�� attach at edges with 8d @ 6"O.C. tyPiCal. _ wrw�am,,,.�.�,� , Exterior Finish not shown for --- CI�CI lY �Vlace Roof ventr on lower portion of roof at 3'-0"away from end of overhang ,� j; Solid Blocks �// when an eave or roof overhang extends less than No ve��s—� % / 5 ft but more than 2 ft from the property hne, P�°oe1� -%"` one-hour rated construction is not reo�uired rf Line / ..�.� . ,...,�„-u_.. - i �,� " � there are no eave vents and there is solid bloc.king � meeting 2009 IRC Table R302. I, Footnote "a". i �Iondition when wall Is 5'-0'or greater but overhangs are less[han S'-(i'� � - 1/2"Gypsum, .___ —__. ._.______._ "� �%� tyVical 5'-0" - I m I n. --Solid Rim]oist(i-]oists) I I � rrrrrrrrrrrr¢ __.._.____ ___-__. � �- 11-7/8" I-Joists or I Sheathing Splice ---��-,_ 18�� Web Trusses . ,_' __ _ . ..__- ._' .� ..��.��,��,zr,r�:e.,.raz,,, � — � �- . 1/2'• GV�sum,ryPical i �, Mols[ure Barrier over �- ---_ - - r- �--- ----- 2z6 SWds at 16'OC,typical . O58 sheathing -��-'---,..., � j� I � � Bottom Plate Nailing - per S.W.Schedule � ---- Solid Rim]ois[ � Sheathing Edges and Field per �\ � �1{ i Shear Wall Schedule: (6" � Edges,12"fleld U.N.O.) i � zi I Rim]oist Toe-Nailing per�--� Nailingschedule �� -_ 9-1�2° 1-]OIStS� typ. , �— .� NOl E No openings or penetrations are allowed when property offset is _��_� .__ less than 3'-0". If offset is less than 5',openings shall comply with IRC R302.1 and penetrations shall _ - i —--�- �. - • comply with IRC R317.3 - � I -_ � 1 .� _. - - -- - - _ : _ 1 I I, I -I I I - O FtRE-RESISTIVE DETAILS , � , �l- , Ext:er�or Wall 5ection : Walis at 5-ft or more; Eaves Pro�ecting into the 5-ft Setback Tt1E PEOPLES BUILDER �.�-.�. D I 5 i i 2s s�rH sr.e- s�;�r.�o Sumner.UJA 5fi09:� �SG�_G i�g'_i�O�� Dn�'=: DO...BLE 2x6 TOP Intermediate Framm Details PLA.'E (AT EXT. WALL) 9 (WSEC Builders Field Guide, 8th Edition, 2009 2x6 CORNER STUDS (TWO STUD CORNER) DRY��h/ALL CLIP 2x6 BOTTOM PLATE DOUBLE 2x6 TOP TWO STUD PLATE (AT EXT. WALL) CORNER PREFERRED OPTION 2x6 CORNER STUDS Optional Details Allowing Easy cThREE sruo coRNE�� Placement of I nsulation 2x6 BOTTOM PLATE OPTIONAL MODIFIED CORNER FIAT 2x4 6LOCKING 2x6 STUDS @ Exr. wa.��s FRAMING DETAILS W 2x4 FRAMING AT �n.t.S.� INT. PARTITIONS header Details LADDER BLOCKED INTERSECTION A7 4x 11EADER IN 6x WALL INTERIOR/EXTERIOR WALL RIGiD DOUB�E 2x6 INTEfZSECTIONS INSULAfION' TOP PLATE � � FLAT STUD INTERSECTION � %�� , ooue��t zx�; ToP P�n��e � —4x 11EADER (AT EXT.WALL) —2X NAILER (IF NEEDED) ONF STUD INTFRSFCTION: 2x6 STUD(ALLOWS PREFERRED OPTION 4"OF INSULAI ION NOTE:ACTUAL 11EADER SIZES TO BE BETWEEN S1UD S CALCUTATFD`ROM LOADING CONDIilONS. SYIEATIIING) � 'RIGID INSUTATED FtEADERS(R-10)REQUIRED 2x6 EXI�. (�_� FOR INTERM[DIATF AND ADVANCED FF:AMWG wn��sr�os�Q� 2z4 FRAMING�T DRYW�I I. INI.PA�TITIO��S CI_IP TNE PEOPLES BUILDER L.L.C. � � 6 i i zs s»�n sr e _>��r_�:o s��nnPr_wn 9no:�s �c�e� i/a��=i°o� oA,� Mono-l�our �oundation Use steel straps at top of footing forms � Form cleat I-I/8" Laminate "Rap-I-Form" Mono-pour strap form anel � ' � Place at all panel ends, and — '^ • 24" oc max for 24" high walls d < : Form cle�at: . a,° • I G" oc max for up to 48" high walls B" for �-story 6° for I-story � a � ;. 2x8 footinq form: 8d duplex nail, thru strap 9� 1 5" wide for 2-story to form boarG � f I 2" wide for I-story a . #4 Rebar 60 qrade: Metal _ - ": � a a ' � ` % " (I) in footing stakes - ` ' � � . (I) in stemwall I r i i =Tr�ri ' a i i°i_:-� —:-rrr_ rT��r _��_ -- II II III- III III III II _ III III 1II IIi � -1 I I =1 I I I I: I I 1= I I I =1 I I I I 1= I I I===1 I 1= � � I� IIIII� I ' I� � �II1=�� III��=�III� � �III II= III-=III =1II=- �I I_I I- I � I - I I I ==1 I I -I I I I I 1-=' _I I I I -I I I I ', I Un-disturbed I I I I I- I I I --I I I -� -I I I I I I I II - �oil ompacted I I I I I I- -I I I I I -� � � � � �__� � I �_ I � � � II I � � � � � I � I � II I � � MONO—POUR DETAIL X (n.t.s.) �� `�`�}��;�»�� `�'�' � �� „v,< ��` ��` �r �� ,� ;,� . �!� r��`=•'��-�,.y��,�? ��° '��F`�''`"�� TNE PEOPLES BUILDER L.L.C. D I � I 125 57�F1 Sl.Y__ Su��te D Sumner,WA:j80`33 �.C,�._i.,PJ,01 ['n�`-