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Plans (314) \\(\S 11,\--- \\. ..v- Sit Pacifi umber NOTES: I-JOIST LAYOUT W GaL FAST r11T110UT ILLGR LQLaTR11LTlOK DOJ6LE I-JOIST CANNEGTION 5PEG5 COMPANY 'ALL BEAM SIZES PER ARCHITECT/ENGINEER flierblocking is not structural requ red provi9sd.both W_, & TRUSS 9-1/2" RFPI-20 @ 24" 0.C. j' F��c'are�Cinuowly latera h supported by W CC 'SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN �,�_ connection the in the sheathing at thingsop Flenge inpostt Z LLi _ aodr the the Joint in the th to top be por ttioned 50 Z - - over the center of one of the two top Haws to assure = V 10515 SW ALLEN BLVD. *REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING shear transfer bet ween sheathing panels. Z N BEAVERTON,OR REQUIREMENTS .. W I— CO i (506)858-9663 MOVE JOISTS +/- 4" TO AVOID PLUMBING 1/4" = 1'-d" Scale ON 24" X 36" SHEETFL _X.. w°�_ --� a Lu- �, 0 PL17-287 CUSTOMER:WESTWOOD HOMES w y c.)o- LEVEL:MAIN FLOOR PLANS:42-3111-ST-2Rv. ,' -:; — PAGE S 1 OF 2 PLAN NAME:S.W.79TH AVE. o O DESIGNER ERIC D. LOT 0 RI .� l1 e o i 4�'4.'' 0' CC te DESIGN DATE:08/09/2017 SQ FT:3111 0- PAC.LBR.REV. PAC.LBR.REV. ARCH PLAN DATE.0711312017 AUG e ) I I ' a 8 .,, E,-,7 J U /-,f o., o .. PAC.LBR.REV. REV. - m N 8 a.o PAC.LBR.REV. REV. ' Vg ' ' I ' „.".:?8.1.-2>41g ..t.12 € `m„o=c aw CITY OF .5.=..E.„ BKi I ! V'0 o�Was 5=o - .r n aa'n- Eoo_..Qo Main Floor Products ,:38,... `�" a-o- -. BTART2<•O.C. 0a a1^4 3 g li 1 tGvAi sl.9 PlotID Length Product Plies Net Qty <fRAMl"�"ERE s re W.,_r;W'r« m=Ev` amo=a J1 22-00-00 9 1/2"RFPI-20 1 12 2.v E �aoogw.2U�rn J2 22-00-00 9 1/2"RFPI-20 2 6 8K2 RI LL s E`g a o- r J3 16-00-00 9 1/2"RFPI-20 1 9 a-' UoEe ->>=g J4 14-00-00 9 1/2"RFPI-20 1 8 a y,2 8-,```t a` 0 o a-6"g J5 12-00-00 9 1/2"RFPI-20 1 10 a o a a c J6 10-00-00 9 1/2"RFPI-20 1 3 BK' a I :3$E d at c ,o lEiEgoanS5.2 B1 10-00-00 1.5 RigidLam LVL 1-3/4 x 9-1/2 1 2 B2 4-00-00 1.5 RigidLam LVL 1-3/4 x 9-1/2 1 2 - -, ; ; •t m • R1 16-00-00 1"x 9 1/2"APA Rim Board 1 12 BK2 ._ E BK1 4-00-00 9 1/2"RFPI-20 1 16 p o > c BK2 4-00-00 1.5 RigidLam LVL 1-3/4 x 9-1/2 1 24 2.0 2 `c'am c ® ¢ 7 co 0 0 0 Connector Summary BK2 CD C c CL 2 Q L°t to m 12 PIotID Qty Manuf Product Supported Mtl n AK? E c c H1 4 USP THF17925 1.5 RigidLam LVL 1-3/4 x 9-1/2 k v 2 g° > z m.. m c H2 1 USP THF17925 9 1/2"RFPI-20 W to( m a m W O! a c o CA V� ' c0.`8 �, goYE, y.- _ — a -' BK2 D- co_c- ,_7 I CO > CO P �° m� f 2 - =t E c 3 F-F- a w d XI 82«, 01 NI B2 w_ EK2 ii 0 9 1111111111W BK, I ei 11) RI S 1l MN R, ! LEGEND : ALL BEAMS AND CONNECTORS PER ENGINEER FLOOR H= HANGER CALLOUT DESIGN CRITERIA FLOOR DESIGNED TO MEET OR EXCEED —_ LIVE LOAD L/480 ®= SUPPORTING POST L/480 DEFLECTION CRITERIA 0 ,~ M 1: •__.. TOTAL LOAD LI360 R = RIM BOARD ..... ��� ° ._ FLOOR LOADING BK = LVL BLOCKING "` REFER TO STRUCTURAL PLAN FOR 10§111 -_. ._ADDITIONAL BLOCKING REQUIREMENTS. /II �r OLIVE LOAD ao BK = JOIST BLOCKING ADDL. MATERIAL CONSIDERED IN LIST. \��n� a uJ = JOIST CALLOUT _ _,e..-.. 10 `�j —_--—••— _ DEAD LOAD 12 HADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. :".:°-"'' Ir - ROOF LOADING B = BEAM CALLOUT '�- ,_ LIVE LOAD 25 ....,a_..,.... ..,. ......7 -..i,..,.,:12 0 ::,:"...,..— DEAD LOAD 17 TR umber NOTES: a-JOIST LAYOUT ,,,,Li-,o15T rmxou,ELLER GONSTRUL'noN DOJBLE I-J057"CONNECTION SPECS W ce T R U s S COMPANY (� - "r F1�oisw mx co tmwuol4Iat.IY supported b W ALL BEAM SIZES PER ARCHITECT/ENGINEER _ 0 y ewiredprov'dedbo:h W J 'SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN 11-7/8 RFPI-20 @ 2"19. O.C. / wmlectlon to the sheathing at the top flange,In z CC /^__"� _ addition.the Joint In the sheathing shall be positioned '' over the center of one of the two top flanges to assure ^ V 10515 SW ALLEN BLVD. 'REFER TO STRUCTURAL PLAN FOR ADDITIONAL POST TRANSFER BLOCKING / shear transfer between sheathing panels. Z V) -I BEAVERTON, OR REQUIREMENTS 1 — ,%X. W I— + 4" 1/4" = 1'-O" Scale ON 24" X 36" SHEET w" 0I t.(506)858-9663 MOVE JOISTS /- TO AVOID PLUMBING �" " "' - W (noW PL17-287 CUSTOMER:WESTWOOD HOMES p 'r Y tt s y r y r a W re CO 0 e Jp LEVEL:UPPER FLOOR PLAN ff:424111-ST-2R ��_.„ � 0. o PAGE 9 2 OF 2 PLAN NAME:S.W.79TH AVE. a K >O DESIGNER ERIC D. LOT# nl -''.�4 �..` Q Q DESIGN DATE:08/09/2017 SQ FT:3111 a PAC.LBR.REV. ARCH PLAN DATE.07/13/2017 ;, m c c ?` u a PAC.LBR.REV. REV. A I I( a2 f,01 ' m a_o_m c c l!U m� a_a PAC.LBR.REV. REV. � m •€g m a m e 9 Tie a E�a4"ai C ` occur Eni� II:I k Ye-1-=:"§ r- Ei�cFio RIN AitsPiDoitty, Upper Floor Products .,w 0 3 N -2.-'.--..3 PIotID Length Product Plies Net Qty 2.2 rt a,...F.1 o T'''' J1 10-00-00 9 1/2"RFPI-20©9'-6"CEILING 1 5 <START 19.2-0.C.FRAMING HERE 02 c E o m ma n o^a J2 30-00-00 11 7/8"RFPI-20 1 13 z u v EE er m' �" J3 28-00-00 11 7/8"RFPI-20 1 6 B3 02 3 m$c_0 m o o .S9t-c J/43s �a y�30w tiow J4 24-00-00 11 7/8"RFPI-20 1 3ve.v mom nom Nam alma miss mom - -- - �- - f I-`- v a a o!<: J5 16-00-00 11 7/8"RFPI-20 1 8 [ a`m o'er 3 8 t.$`: J6 14-00-00 11 7/8"RFPI-20 1 8 m c'a i"m E. J7 12-00-00 11 7/8"RFPI-20 1 13 a o 0-:E o a rn o aao-ams 0 Wt ozm�o J8 4-00-00 11 7/8"RFPI-20 1 5 { "3 3 E Q Q:E iv o B1 12-00-00 5 1/2"x 10 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 1 e g o a c-<_5 B2 20-00-00 5 1/2"x 12"Glulam(1.8E 24F-V4 DF/DF) 1 1 __ B3 22-00-00 5 1/2"x 19 1/2"Glulam(1.8E 24F-V4 DF/DF) 1 2 >:w COai in B4 22-00-00 5 1/2"x 24"Glulam(1.8E 24F-V4 DF/DF) 1 1 Z 3 z o B5 22-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 Q oc 4' y B6 8-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 2 2i c' c B7 6-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 g ;m c3i o B8 4-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 2 B121111111 0 C a c a= B9 2-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 1 BK3 / / d S - ` Q m« taa Z 610 12-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 -� ilm C. i; `p 8 B11 10-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 2 I Z w 0 a) B12 6-00-00 2.0 RigidLam LVL 3-1/2 x 11-7/8 1 1 W co—" 7'. m B13 22-00-00 BBO2g 1 1 l'4 (1 I- o to P.�o B14 8-00-00 BBO1 1 1 ,!' I,, . ,J VQ a m. °a`o B15220-0-000-0 1601 1 _, -- ,= o w 12 o R2 20 00-00 1 1/4"x 11 7/8"1.3E TimberStrand®LSL 1 8 e a BK3 4-00-00 1.5 RigidLam LVL 1-3/4 x 11-7/8 1 20 =- < Q m H co 2 Connector Summary i p co d 3 L 21 1 rA , > `m v PIotID Qty Manuf Product Skew Supported MtI ----- _ _ a�rz 3 3 ab 'z ,_H 0. a H1 2 USP HD17112 - 1.5 RigidLam LVL 1-3/4 x 11-7/8 II T— .—Ti —T. + ' co _ _e H2 1 USP HD412 - 2.0 RigidLam LVL 3-1/2 x 11-7/8 mII Bii .o _ n / H3 1 USP HDQ17112IF - 1.5 RigidLam LVL 1-3/4 x 11-7/8 R2 =n 0 =� a �r , � H4 67 USP THF17112 - 11 7/8"RFPI-20 0 0 0 I H5 10 USP THF17925 - 9 1/2"RFPI-20 �� I > -, . in.' s 111. 86 r _l/_ O_, 0_t? I_ 0 1 I ..re a0r rr 4 ar£ r0. 1 84 0 "z,I I I 131i "ilm MIMI 113- — eta B2 1 BK3 R2 iir B7 II R2 LEGEND : H- HANGER CALLOUT ALL BEAMS AND CONNECTORS PER ENGINEER _ FLOOR DESIGN CRITERIA "°""' "'Y"""'""""" - ''_._ LIVE LOAD U480 FLOOR DESIGNED TO MEET OR EXCEED """°n,......w. ®= SUPPORTING POST 0 `"""""® U480 DEFLECTION CRITERIA "°� - _. TOTAL LOAD U360 R = RIMBOARD — \ 0 �I,�� REFER TO STRUCTURAL PLAN FOR ��' / � x'- —I FLOOR LOADING BK = LVL BLOCKING ADDITIONAL BLOCKING REQUIREMENTS. /I- C r`/"i v{ LIVE LOAD 40 BK = JOIST BLOCKING ADDL. MATERIAL CONSIDERED IN LIST. _ `�tI' II .i_ J = JOIST CALLOUT e.,—" I� ' ___-= DEAD LOAD 75 HADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. "" .,..'"" Irk - ROOF LOADING 15 = BEAM CALLOUT � ______..._.__ •. ...,,...,,,.--- LIVE LOAD 25 -e........,.,. ,..,. ,...:o ....,...,.,..... ,. 0 Z.:---- DEAD LOAD 17 61-00-00 / 44-10-00 16-02-00 / 13-08-00/ / 6-00-00 w d p o L. L. - - - - > co cni y \ \ \ \ o .,,1 ! :t D - \ \ CDD o ,�. ,�s, m � A _ oo mgr N 1 JA1P(9) $ ' '81 w Z 2-1 1 ( d o 002(&) T X m N . 4 IA 03 N l W E • n -1 , 7G O rn O • ��rnI m N W O D ( i x A01 r n . r -zc C1 o � '� G)� m o moo o N O A0211 mC N Z cAs r-1 I Ali N = m 0 N u �► , I ! ) �VA N A04 +n Z H 0=Z 0 o o Tmn mao� C Q w n r Z O oN__ mil o o N \ o N w o ` cn rsa 2 N n A10I02 fima o Mt = r V a) iAOIi® NM p® = IV - r®r ov �a�� m m a N ■ A08 i 2 i iiia 3 0 nil , a..,...M1h1S.11111111a11111111 ( ! ac of to j ; iiin i OC �� 1J1 I .3;21' O N 14 100 0 C 13-07 00 -Im 0 / 0 0 0 L 6-00-00 16-02-00 r 0 0 0 18-00-e8 N C CO N 4). E N C 39-10-00 Z rn 61-00-00 0 c T C N rn o = no I\ _1v re-, o '' m 0 ° 71 nD X r' ZjU 2 -npv m D Z � n�= W r, G) vm0 > � 0 . m mo� z = X 0 -TIM Av.* calla 19866 BUILDER: WESTWOOD HOMES DATE: 7-13-2017 ABOVE PLAN PROVIDED FOR TRUSS I"ac�fi umber PLACEMENT ONLY.REFER TO TRUSS • LOT: SUBDIV: LOAD: 30-7-10 (COMP.) CALCULATIONS AND ENGINEERED STRUCTURAL TRUSS COMPANY STRUCTURAL DRAWINGS FOR ALL FURTHER INFORMATION.BUILDING DESIGNER/ENGINEER OF RECORD ESPONSIBLE FOR ALL NON-TRUSS PLAN: 79TH AVE. SALES: JT TO TRUSS CONNECTION.BUILDING DESIGNER/ENGINEER OF RECORD TO 10515 SW ALLEN BLVD. RENEW AND APPROVE OF ALL BEAVERTON,OR 97005 DEL LOC: 11255 SW 79TH. AVE. PORTLAND, OR DES: ECR DESIGNS PRIOR TO CONSTRUCTION. PHONE (503)858-9663 All designs are property of Pacific Lumber & Truss Co. All designs are null & void if not fabricated by Pacific Lumber & Truss Co.