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Plans (3) - uuz.468BUP2014 � kOCTUR,rKUq STRUCTURAL ABBREVIATIONS STRUCTURAL DRAWING SYMBOLS STRUCTURAL NOTES- C, r GENERAL -� ��S��� F G I N AB ANCHOR BOLT ADDL ADDITIONAL THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NOV 17 2014 16 AFF ABOVE FINISH FLOOR NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ALT ALTERNATE ( ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR CITYOFTIGARII ATARCH ACHITECTURAL RALL THREAD ROD S1101 / DETAIL REFERENCE SHALL PROJECT REQUEST THE ABSENCE OF SUCOHNREQUESTAND �SHALL SIOGNIFYOM THE ENGINEER BEFORE THAT THE CONTRACTOR HAS REV(NNING THE EWED AND BUILDING DIVISION yG d> oN,� \' 23, BLDG BUILDING FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSIONI R A BLKG BLOCKING THEREOF. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS BM BEAM DURING CONSTRUCTION. BN BOUNDARY NAIL 1 E -:3:1:=-2015 EXPIRES: 12 BOF BOTTOM OF FOOTING S1.01 DETAIL SECTION CUT THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS BOT BOTTOM OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR COPYRIGHT 2014 BRNG BEARING CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED Miller Consulting Engineers, Inc. BSMT BASEMENT EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY BTWN BETWEEN 1 BUILDING OR WALL DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED C CAMBER S1.01 SECTION CUT PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED CIP CAST IN PLACE AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL CJ CONTROL OR CONSTRUCTION JOINT INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A - CJP COMPLETE JOINT PENETRATION WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. CL CENTERLINE 1 ELEVATION OF WALL CLG CEILING S1.01 OR FRAME THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE CLR CLEAR PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS CMU CONCRETE MASONRY UNIT AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON COL COLUMN ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. M I L L E R CONC CONCRETE OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL CONN CONNECTION REVISION SYMBOL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. CONST CONSTRUCTION CI'TYOFTIGARD CONSULTING CONT CONTINUOUS NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED TO PLUMBING, FIRE REVIEWED FOR CODE COMPU4NC13 ENGINEER S DBA DEFORMED BAR ANCHOR SUPPRESSION, ELECTRICAL, MECHANICAL, LAND USE, SITE PLANNING, EROSION CONTROL FLASHING AND Approvedt [ t�J DBL DOUBLE WATER-PROOFING ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY OTHERS. DF/L DOUGLAS FIR-LARCH UTCS DIA DIAMETER GRID LINES permitM.TEMPORARY SHORING �'j 9570 SW Barbur Blvd ���(; ��C�r DIAG DIAGONAL WHEREVER SHORING IS REQUIRED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A DIST DISTANCE A i SHORING SYSTEM THAT PREVENTS SETTLEMENT AND/OR DAMAGE TO EXISTING FACILITIES AND Address: I�C��� Suite One Hundred '�"�•.\�'"`•"�'��•••••••�•�''-' 9 7219 DL Portland, OR 97DEAD LOAD PROTECTS PERSONNEL, THE PUBLIC, AND THE BUILDING, SUPPORTING STREETS, WALKWAYS, UTILITIES, Suite#S _ Phone 503. R 250 DN DOWN IMPROVEMENTS AND EXCAVATION AGAINST LOSS OF GROUND OR CAVING OF EMBANKMENTS DURING $y: Date.-DTL DETAIL CONSTRUCTION, AS REQUIRED. THE CONTRACTOR SHALL LOCATE THE SYSTEM CLEAR WITHOUT Fax 503.246.1 395 DWG DRAWING ROTATE VIEW SYMBOL OBSTRUCTION OF THE PERMANENT STRUCTURE AND TO PERMIT CONSTRUCTION TO PROCEED. www.miller-se.com (E) EXISTING 2-All t-1 '!5-e7A—)0— BUILDINGEA EACH EF EACH FACE AO L PHASES OF THE WORK SHALL CONFORM TO THE 2014 OREGON STRUCTURAL SPECIALTY CODE, BASED %FICE COPY EL ELEVATION ON THE 2012 INTERNATIONAL BUILDING CODE (IBC), INCLUDING ALL REFERENCE STANDARDS, UNLESS EN EDGE NAIL N NOTED OTHERWISE. y EOR ENGINEER OF RECORD EQ EQUAL NORTH ARROW DESIGN LOADS EW EACH WAY LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS [NOT] USED. DESIGN FOR MECHANICAL LOADS EXT EXTERIOR INCLUDES ONLY THOSE INDICATED ON STRUCTURAL DRAWINGS. THE FOLLOWING ARE THE DESIGN FF FINISH FLOOR REQUIREMENTS: FN FIELD NAIL FLR FLOOR STRUCTURAL DESIGN CRITERIA FDN FOUNDATION TOS RISK CATEGORY II Q FT FEET REFERENCE ELEVATION FTG FOOTING EL. 100'-0" DESIGN DEAD LOADS GA GAUGE ROOF 15 PSF GALV GALVANIZED FLOOR 12 PSF L GLB GLUE LAMINATED BEAM WALLS 8 PSF GWB GYPSUM WALL BOARD SURFACE- STEPPED L HDG HOT-DIP GALVANIZED HDR HEADER FLOOR LIVE LOAD HF HEM-FIR FLOORS 40 PSF W Z HT HEIGHT SURFACE- SLOPE UP (DQ HORIZ HORIZONTAL ROOF LIVE LOAD 20 PSF z HSA HEADED STUD ANCHOR HSS HOLLOW STRUCTURAL SECTION WOOD FRAMING L ID INSIDE DIAMETER SURFACE- SLOPE DOWN ��//�� IN INCH ALL STRUCTURAL WOOD COLUMNS AND BEAMS TO BE DOUGLAS FIR/LARCH (DF/L), #1 UNLESS NOTED Property Location v� Z INT INTERIOR OTHERWISE. ALL JOISTS, PURLINS, AND GIRTS TO BE DF/L #2 AND BETTER UNLESS NOTED OTHERWISE. - '. ~W Q JST JOIST SURFACE- SLOPE ALL BLOCKING AND NON-STRUCTURAL FRAMING TO BE CONSTRUCTION GRADE AND BETTER. ALLx r TWO DIRECTIONS COLUMNS SHALL HAVE SOLID BLOCKING FOR THE FULL COLUMN AREA TO SUPPORTING MEMBERS BELOW. s #'I '" G JT JOINT � .�,R K KIP(S) COLUMNS SHALL ALIGN THROUGH ALL FLOORS TO THE FOUNDATION. } (D i) KSI KIPS PER SQUARE INCH ~ z W L ANGLE _� BEAM MOMENT CONNECTION ALL SHEATHING SHALL BE APA RATED GROUP 1, EXPOSURE 1 IN COMPLIANCE WITH VOLUNTARY PRODUCT z s<` ` W -SEE PLAN FOR DETAILS < (n LLH LONG LEG HORIZONTAL STANDARDS DOCUMENT PSI AND DOCUMENT PS2. s , Q LLV LONG LEG VERTICAL W LONG LONGITUDINAL •15/32"(1/2" NOMINAL) SHEATHING TO BE C-D WITH SPAN RATING OF 32/16. », `' Y _ f]° z Z DRAG STRUT CONNECTION ' rava�ro" '` `' Q O O O LVL LAMINATED VENEER LUMBER ( I"I _SEE PLAN FOR DETAILS °23/32" (3/4" NOMINAL) SHEATHING TO BE C-D WITH SPAN RATING OF 48/24. c = U O ,:. L Zw LWC LIGHT WEIGHT CONCRETE ~ '.rc. w � 3& h 4 297 MAX MAXIMUM , : ncu i O J cl� MIN MINIMUM UNLESS OTHERWISE SPECIFIED BY THE PANEL MANUFACTURER, PROVIDE A MINIMUM GAP OF 1/8" ;', Q O MIR MIRROR DECKING SPAN DIRECTION BETWEEN ALL SHEATHING PANELS. ALL FLOOR SHEATHING TO BE TONGUE AND GROOVE. GLUE ALL FLOOR P° NIC NOT IN CONTRACT SHEATHING WITH STRUCTURAL ADHESIVE, 3M-5200 OR EQUIVALENT, AT ALL SUPPORTS. ALL SHEATHING z Z o NOM NOMINAL WALLS AND/OR SHEAR WALLS TO HAVE 2X BLOCKING AT PANEL EDGES UNLESS NOTED OTHERWISE ` r O L rn Q NTE NOT TO EXCEED DENOTES No. OF 11950 SW LINCOLN AVENUE NTS NOT TO SCALE f SHEAR STUDS WOOD FRAMING FASTENING SCHEDULE TIGARD, OREGON (N) NEW W21 x44 (10) OC ON CENTERALL NAILS SHALL BE COMMON AND NAILING SHALL BE PER THE NAILING SCHEDULE UNLESS OTHERWISE OD OUTSIDE DIAMETER C_1 NOTED ON THE DRAWINGS. THE FOLLOWING NAIL SIZES SHALL BE USED UNLESS NOTED OTHERWISE: DRAWN BY: BCH OPP OPPOSITE OWJ OPEN WEB JOIST DENOTES BEAM 6D NAIL: 0.113 INCH DIA. X 2 INCHES LONG WITH MIN. HEAD DIA. 17/64 IN. N CHECKED BY: PAF POWDER ACTUATED FASTENER CAMBER 10D NAIL: 0.148 INCH DIA. X 3 INCH LONG WITH MIN. HEAD DIA. 5/16 IN. VICINITY MAP PROJECT NO: 140985 PERP PERPENDICULAR DENOTES PLYWOOD PJP PARTIAL JOINT PENETRATION SHEAR PANEL TYPE SHEATHING FASTENING SCHEDULE SO.01 N.T.S. ISSUE DATE: 11.11.2014 PL PLATE (SEE SCHEDULE) ITEM FASTENERS PSI POUNDS PER SQUARE INCH SHEATHING PSF POUNDS PER SQUARE FOOT DENOTES HOLDOWN 8D AT 6"O.C.AT ALL SUPPORTED PANEL PT PRESSURE TREATED TYPE (SEE SCHEDULE) ROOF EDGES AND ROOF PERIMETER AND 12" O.C. QTY QUANTITY AT ALL INTERMEDIATE SUPPORTS O RAD RADIUS SP DENOTES GYPSUM WALL BOARD REF REFERENCE HD HOEDOWN STRAP5D COOLER OR WALLBOARD NAILS AT 7" REINF REINFORCING (AS OCCURS) 1/2"GWB O.C.AT ALL FRAMING MEMBERS U REQD REQUIRED 6D COOLER OR WALLBOARD NAILS AT 7" w REV REVISED, REVISION DENOTES PLYWOOD 5/8 GWB O.C. AT ALL FRAMING MEMBERS Sc SLIP CRITICAL SHEARWALL NOTE:#6-1 1/4"TYPE S OR W SCREW MAY BE SUBSTITUTED FOR GIVEN NAILS IN ALL GWB. SHT SHEET FOR MULTIPLE LAYERS OF GWB, SCREWS REQUIRE 3/4" MIN. EMBED INTO WOOD MEMBER. SHT'G SHEATHING SIM SIMILAR DENOTES HOLDOWN W/ ENGINEERED LUMBER SMS SHEET METAL SCREW ANCHOR ROD (AS OCCURS) TJI, 2.0E PARALLAM, 1.9E MICROLLAM AND TIMBERSTRAND TO BE AS MANUFACTURED BY (LEVEL, A Q SOG SLAB ON GRADE WEYERHAEUSER BUSINESS, WITH INTERNATIONAL CODE COUNCIL (ICC) RESEARCH APPROVAL. JOISTS TO p SQ SQUARE BE COMPLETE WITH BLOCKING, WEB STIFFENERS AND BRIDGING AS REQUIRED. ADDITIONAL BLOCKING AS SS STAINLESS STEEL REQUIRED FOR UPLIFT SHALL BE PROVIDED BY MANUFACTURER. EQUIVALENT PRODUCTS OF OTHER STD STANDARD MANUFACTURERS MAY ONLY BE USED AFTER REVIEW AND DETERMINATION BY ENGINEER OF RECORD w STL STEEL THAT PRODUCTS MEET DESIGN REQUIREMENTS. NOT LESS THAN 10 DAYS PRIOR TO BIDDING ALTERNATE T&B TOP AND BOTTOM SUPPLIERS MUST FURNISH COMPLETE DETAILS FOR ALL VARIATIONS FROM [LEVEL PRODUCTS SHOWN. T&G TONGUE AND GROVE STRUCTURAL DRAWING INDEX SHEET CONTENT TOC TOP OF CONCRETE TOS TOP OF STEEL S0.01: STRUCTURAL NOTES STRUCTURAL NOTES TOF TOP OF FOOTING VICINITY MAP TOW TOP OF WALL S0.02: SITE PLAN TYP TYPICAL S1.01: BUILDING PLAN LINO UNLESS NOTED OTHERWISE VERT VERTICAL S1.02: PARTIAL ROOF FRAMING PLAN VIF VERIFY IN FIELD W/ WITH S4.01: TRUSS SECTIONS W/O WITHOUT SHEET S8.01: DETAILS WF WIDE FLANGE WP WORK POINT WWR WELDED WIRE REINFORCING SO - 01 �RUCTURq ���E FFss �5 G r 16 7 .Q G N tV R• AL6E EXPIRES: 12 -31 -2015 COPYRIGHT 2014 Miller Consulting Engineers, Inc. SW LINCOLN AVENUE PL. 134.3' _ MILLER CONSULTING PL. 82.85' —' — — — ENGINEERS / 9570 SW Barbur Blvd /�p��4' Suite One Hundred Qq, Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com rn� ti ems• '�, � •�' W / W W C) z z Q W 75 cn z Q z0Q Lu 2 0 ::) �_ Zz W � � Q / W C � ZZ / Q0 00 wc) (D J Z 0� J O� < O \ z ~ U) / C) O W LO r DRAWN BY: BCH A� CHECKED BY: A PROJECT NO: 140985 ISSUE DATE: 11.11.2 14 APPROXIMATE AREA OF \ WORK-SEE SHEET S1.01 zz n. Cn / U w 0 \ / W Q \ / 0 W SHEET CONTENT SITE PLAN N SITE PLAN I. LINE IS 2 INCHES I SHEET � AT FULL SCALE S 0 02 (IF NOT 2"-SCALE ACCORDINGLY) ■ FtU C T UR ,D PRo,cFss C�o� � 16 7 , .o O GON 23, ���_ R A L'6 � EXPIRES: 12 -31 -2015 COPYRIGHT 2014 Miller Consulting Engineers, Inc. MILLER CONSULTING E N G I N E E R S 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219 Phone 503.246.1250 Fax 503.246.1395 www.miller-se.com 6'-0" 104'-0" 12'-0" 30'-8" 30'-8" 30'-8" PROPERTY ( W LINE I I U W z (D Q z w LAUNDRY UNIT 12 UNIT 11 I UNIT 10 cn z I I Q zQ I = p w � w I I I N � Z z I L1J Q W m � Zz QZ 00 ~ 0J 00 LIJ zo ED I I 0w � Q DRAWN BY: BCH CHECKED BY: I I PROJECT NO: 140985 ISSUE DATE: 11.11.2014 0 1 PROPERTY S1.02 LINE O a U U W W H /y" Q ❑ 1 BUILDING PLAN w S 1 .01 1/4"= 1'-0" SHEET CONTENT BUILDING PLAN I_ LINE IS 2 INCHES I SHEET r AT FULL SCALE S1 . 01 (IF NOT 2"-SCALE ACCORDINGLY) .�FtU C T UR 1§57 .o GON 9Gl�, 23, R ALB EXPIRES: 12 -31 -2015 1 2 3 COPYRIGHT 2014 S4.01 S4.01 S4.01 Miller Consulting Engineers, Inc. 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SIDE GENERAL NOTES: `�'����D i N FFSS/ W/ 3)#10 x 3"WOOD SCREWS CUT OUT(E) DAMAGED PORTION �� F.Q ( OF 2x4 TRUSS TOP CHORD AND 1. TRUSS TO BE SHORED AT INTERSECTION OF tV —————————— BOTTOM CHORD AND WEB MEMBERS. RAISE 16 7 1 REPLACE W/(N)2x4 DF/L#2 1 1111 (N) PLYWOOD BRACE I 68TRUSS Ya"ABOVE LEVEL POSITION PRIOR TOJ11111 11 1 EA. SIDE-SEE 5/S8.01 I 2;�„ ADD(N) 1 Y4'x 5 Y2"LVL EA. MAKING TRUSS REPAIRS. .p OREGON tv SIDE W/(3)#10 x 3" EA. END 2. FIELD VERIFY ALL NON-REPAIRED MEMBERS AND 8"O.C. STAGGERED HAVE NO SPLITS OR DAMAGED AT COMPLETION / •// \\ \\ I OF REPAIR AFTER SHORING REMOVAL. 3. SHORING LOADS ON FLOOR TO EXCEED A 300 Ib / •// \\• \ I POINT LOAD OR 40 lbs PER SQUARE FOOT. EXPIRES: 12 -31 -2015 4. FIELD VERIFY EXTENT OF DAMAGED AT CHORDS AND TRUSS DIMENSIONS. COPYRIGHT 2014 6 2 Miller Consulting Engineers, Inc. .01 S8.01 5 MILLER ADD(N) 13/4"x 5 Y2" LVL EA. SIDE C O N S U L T I N G (E)GYPSUM W/(3)#10 x 3"WOOD SCREWS NOTE 1 WALL BOARD NOTE 1 ENGINEER S (N)PLYWOOD BRACE EA. SIDE-SEE 6/S8.01 9570 SW Barbur Blvd 5'-6" 101-11, Suite One Hundred Portland, OR 97219 Phone 503.246.1250 1 TRUSS 15 REPAIR Fax 503 395 www.miller-se er-se.com '�!_V1 3/4"= 1 1-01, ADD(N) 1 Y4'x 5 Y2" LVL EA. SIDE CUT OUT(E) DAMAGED PORTION W/(3)#10 x 3"WOOD SCREWS `4" OF 2x4 TRUSS TOP CHORD AND REPLACE W/(N)2x4 DF/L#2 (N) PLYWOOD BRACE EA. SIDE-SEE 5/S8.01 ADD (N) 1 Y4"x 5 y" LVL EA. SIDE W/(3)#10 x 3"EA. END _ NOTF4 AND 8"O.C. STAGGERED Uj/ \ l � 6 y 2 i` ---------- S8.01 S8.01 V v / / 1 / i 7' LU z• S8.01 / (D z w / C/) z Z C, LU CC rrIn� W ADD(N) 1 /4'x 5 2' LVL EA. SIDE G V Z (E) GYPSUM W/(3)#10 x 3"WOOD SCREWS F_ z W NOTE 1 WALL BOARD NOTE 1 U > (N) PLYWOOD BRACE Q U) z EA. SIDE-SEE 6/S8.01 Uj 03: Jz Q = 00 5'-6" 10'-1" O z w J O 2 TRUSS 14 REPAIR zZ 3 z o CUT OUT(E) DAMAGED PORTION �� ADD (N) 13/4"x 5%" LVL EA. SIDE DRAWN BY: BCH 1'' W/(3)#10 x 3"WOOD SCREWS OF 2x4 TRUSS TOP CHORD AND ———— ————— CHECKED BY: REPLACE W/(N)2x4 DF/L#2 PROJECT NO: 140985 ADD (N) 1 Y4'x 5 Y2' LVL EA. (N) PLYWOOD BRACE SIDE N(3)#10 x 3" EA. END �'� EA. SIDE-SEE 5/S8.01 ISSUE DATE: 11.11.2014 AND 8"O.C. STAGGERED NO\e4 I // / \\ \ \ ,V-e I / • / \ • \ I z / \ I o 2 6 U) S8.01 S8.01 i w . \ 1 S8.01 \ 1 S8.01 w \ o w ADD (N) 1 /4'x 5 2'LVL EA. SIDE SHEET CONTENT W/(3)#10 x 3"WOOD SCREWS NOTE 1 (E) GYPSUM ( WALL BOARD NOTE 1 N) PLYWOOD BRACE SECTIONS EA. SIDE-SEE 6/S8.01 5'-6" 10'-1" �_ LINE IS 2 INCHES ,I SHEET 3/4 3 TRU 13 REPAIR „_ 1,-0„ AT FULL SCALE .01 S4 - S4 01 (IF NOT 2"-SCALE ACCORDINGLY) ■ �RUCTUR � ED OFFss ° INDICATES NEAR SIDE SCREW ° INDICATES NEAR SIDE SCREW `c� �G 1 NFA /O O INDICATES FAR SIDE SCREW O INDICATES FAR SIDE SCREW t` .Q 3 165,72 S8.01 #10 x 3"WOOD SCREWS /C/ AT 8"O.C. EA. SIDE REPLACE DAMAGED ROOF SHT'G W/ 1%2" (2)#10 x 3"WOOD SCREWS EA. GO APA RATED PLYWOOD SHT'G W/10d NAILS END AND 8"O.C. (STAGGERED) 9G �� \�tV INSTALL SCREWS OVER AT 6"O.C. EDGES AND 12"O.C. FIELD, TYP. 3„ ALONG LENGTH 23, PLYWOOD, TYP. (FIELD VERIFY THICKNESS) INSTALL SCREWS R• ALBS 4:O" OVER PLYWOOD, EXPIRES: 12 -31 -2015 TYP. O O �� O 01 10 0 0 //,1� ��\\ o \\ o 0 2,01 N COPYRIGHT 2014 o / J \ ° O \\\ \\ / O 3^ 8d AT 6 O.C. Miller Consulting Engineers, Inc. (N) 1Ya''x5Yz"x18" � � O / o / \\ o\ LONG LVL EA. SIDE < O • (E)TRUSS (E)2x4 TRUSS • REMOVED DAMAGED 2x4 // \\ \\ � o p AND REPLACE W/(N)2x4 0AAlk\ \ 0 0 \ (N) 1 Y4'x 5 Y2'x 18" �� ° O ��� ��,\• RAFTER TAIL,TYP. all (N) 13/4"x 5 Y"x 18" / o // \\ o \ LONG LVL EA. SIDE LONG LVL EA. SIDE / 0 / \ o \ (N) 13/4"x 5,Y2"LVL (N) LVL PER ° / i SECTIONS / � \ ° \ fo \ MILLER (E)2x4 TRUSS (N)Y4' PLYWOOD (E) 01 MATCH (E) C 0 N S U L T I N G / \ TOP CHORD PLATE BEARING ENGINEER S (E)2x4 TRUSS BRACE 9570 SW Barbur Blvd NOTE: NOTE: Suite One Hundred (N) PLYWOOD GUSSET NOT SHOWN (N) PLYWOOD GUSSET NOT SHOWN Portland, OR 97219 Pho .1250 DETAIL, TYP. EA. SIDE OF TRUSS 2 BRACE CONNECTION DETAIL 3 (E) TRUSS SECTION DETAIL 4 BRACE CONNECTION DETAIL Fax 5003.2461395 Fax 503.246.1395 1 1/2"= 1'-0" S 8.0� 1 1/2"= 1'-0" S 8.0� 3"= 11-01. S 8.�� 1 1/2"= 1'-0.. www.miller se.com p INDICATES NEAR SIDE SCREW O INDICATES NEAR SIDE SCREW O INDICATES FAR SIDE SCREW o INDICATES FAR SIDE SCREW (N) LVL TOP CHORD PER SECTION 4" (2) SIMPSON SDS25412 SCREWS EA. SIDE OF TRUSS AT EA. MEMBER, TYP. 2` (N)%" PLYWOOD N 2" 2 2" GUSSET EA. SIDE 2 2" ��� ? 2" Q OF TRUSS I ? 4" 1 W N, 1 (2) SIMPSON SDS25412 \ I fi SCREWS EA. SIDE OF W 1 TRUSS AT EA. MEMBER, TYP. Z o o / p �,\ \ N / N LIJZ (3) SIMPSON SDS25412 / o SCREWS EA. SIDE OF o r'- \\ / ���' o U) _z TRUSS AT EA. MEMBER, TYP. o / \ \ `v Q Z Q C) W Z) LL I— Z z w \ 2:0„ Q (N)Y4'PLYWOOD W z z 2,-0" �\,L GUSSETEA. SIDE TRUSS Q 0 O O = U (D W -1 � � 5 PLYWOOD BRACE DETAIL 6 PLYWOOD BRACE DE TAIL z ~ � w 5J11 1 1/2"= 1'-0" .Oil � 1 1/2" = V-0" 00 W � G 0. V 1-- DRAWN DRAWN BY: BCH CHECKED BY: PROJECT NO: 140985 ISSUE DATE: 11.11.2014 z O a U U w w H Q O w SHEET CONTENT DETAILS I. LINE IS 2 INCHES I SHEET I AT FULL SCALE S8 . 01 (IF NOT 2"-SCALE ACCORDINGLY)