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Plans ,, ' ,, . STRUCTURAL NOTES 41 ' , 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND 10 ALL NAILS SHALL BE COMMON AND NAILING SHALL BE PER THE NAILING SCHEDULE WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT UNLESS OTHERWISE NOTED ON THE DRAWINGS. THE FOLLOWING NAIL SIZES SHALL BE USED ip DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE UNLESS NOTED OTHERWISE: if q / L/ CONDITIONS, THE CONTRACTOR E c.„....lv t D ACTOR SHALL REQU EST INTERPRETATION AND CLARIFICATION FROM J - _ THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH REQUEST SHALL 6d NAIL: 0.110 INCH DIA. X 2 INCHES LONG WITH MIN. HEAD DIA. 17/64 IN. e Gi -+ _ ; A SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS 8d NAIL: 0.131 INCH DIA. X 2 INCHES LONG WITH MIN. HEAD DIA. 9/32 IN. ^ oO V m OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. ALL PHASES OF THE WORK 10d NAIL: 0.148 INCH DIA X 3 INCH LONG WITH MIN. HEAD DIA. 5/16 IN. Au f K 1 2 SHALL CONFORM TO THE STATE OF OREGON 2007 EDITION STRUCTURAL SPECIALTY CODE, 12d NAIL: 0.148 INCH DIA.X 3 % INCHES WITH MIN. HEAD DIA. 5/16 IN. C� u SW Oak St _ tl EFFECTIVE DATE APRIL 1, 2007, BASED ON THE 2006 INTERNATIONAL BUILDING CODE, 16d NAIL: 0.162 INCH DIA. X 3 INCHES WITH MIN HEAD DIA. 11/32 IN c INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL CITY OF T!GARD 3 . COPYRIGHT 2007 I BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. STAPLE OF EQUIVALENT VALUE MAY BE SUBSTITUTED AFTER REVIEW BY ENGINEER. NAILS AND / 1/''�y�� Miller Consulting Engineers,lnc. 2.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. STAPLES SHALL NOT BE OVERDRIVEN. BUILDING DIVISION �a�. u UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF NAILING SCHEDULE H ns x`. 7 CONSTRUCTION OR R CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL L PROVIDE ALL ■ 78d METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, LUMBER � . q y. WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR wy j BOTTOM (BOT) PLATE (PL) TO DECKING /JOISTS, 16d AT 8" O.C. / SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE FACE NAIL � '�, C 21 AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE • FIELD ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR L "Akn SW Shady L0 WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A BOT PL /TOP PL TO STUDS, END NAIL (2) 16d AT 2x4, % lb WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. (3) 16d AT 2x6 3. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR BUILT -UP /DOUBLE (DBL.) STUDS, FACE NAIL 10d AT 8" O.C. 1 �� M I L L E R b THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF STAGGERED 1 /C THERETO ARE USED PROJECCT OR E AT TE ANY LOCATION T AN T PROJEC AND DBL. TOP PL, FACE NAIL 10d AT 12" O.C. SW St C 0 N S U l i I N G LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS STAGGERED I fCj� 1 j JJ ,�YYS ENGINEERS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT } al +" N 21 DOCUMENTS SPECIFY OTHERWISE. DBL TOP PL SPLICES, FACE NAIL (12) 10d EA SIDE OF YYR"`_ ✓ / JOINT ¢I N 4. CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE FOOTINGS AND MAKE ANY NECESSARY t CORRECTIONS TO PLACE THEM ON FIRM NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO DBL. TOP PL CORNERS /INTERSECTIONS, (4) 10d STAGGERED zI > m 9570 SW Barbur Blvd. 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT PER AMERICAN SOCIETY FOR FACE NAIL , Suite One Hundred E TESTING AND MATERIALS, ASTM D698 (STANDARD PROCTOR), OR ASTM D1557 (MODIFIED d I I? n 3 Portland, OR 97219 -5412 PROCTOR). THE COMPACTION SHALL BE VERIFIED BY A QUALIFIED INSPECTOR APPROVED BY CONTINUOUS HEADER(S) (HDRS.) TO STUDS, (4) 10d 1� Phone (503) 246 -1250 THE BUILDING OFFICIAL. COMPACTED STRUCTURAL FILL FOR DEPTHS GREATER THAN 12 INCHES TOE NAIL SW North Dakota St $1,N North Dakota SI SW North Dakota St SW North Fax (503) 246 -1395 SHALL COMPLY WITH PROVISIONS OF AN APPROVED GEOTECHNICAL REPORT ASSUMED SOIL BEARING PRESSURE 1500 POUNDS PER SQUARE FOOT (PSF). A TOP PL TO HDRS, FACE NAIL 16d AT 16" D.C. 1 r , • 5.DESIGN LOADS: LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS NOT USED. THE' ` t` JOIST TO DBL. TOP PL /SILL PL, (4) 10d P SYV 87th CI m FOLLOWING ARE THE DESIGN REQUIREMENTS: . • TOE NAIL �m�.S co jr-1 v tb A) DEAD LOADS: ROOF = 15 PSF BLOCKING TO STUDS. TOE NAIL (2) 10d h G a DECK = 15 PSF ,..1/ Gr ° WALL = 8 PSF JOISTS TO BLOCKING, END NAIL (3) 16d y t ' er'bsr Fry B) FLOOR LIVE LOAD FOR RESIDENTIAL CONSTRUCTION ARE: FLOORS, DECKS, 40 PSF. I C C) ROOF LIVE LOAD: SNOW LOAD CONTROLS DESIGN STUDS TO HDRS END NAIL (6) 16d AT 4x6/4x8 i �"�- D ROOF SNOW LOAD: P / = 25 PSF (8) 16d AT 4x10 4x12 LI Pf = 17 PSF (MINIMUM 25 PSF ROOF SNOW) fr Glacier LitX, / �"� p . Ce = 1.0 HDRS TO CRIPPLE STUDS, TOE NAIL(4) 10d N (.) EL Is = 1.0 Z Ct = 1.0 ROOF TRUSS BOT CHORD TO DBL TOP PL SIMPSON H2.5 _ 6. CONCRETE SHALL BE 3000 POUNDS PER SQUARE INCH (PSI) MINIMUM AT 28 DAYS MIXING, NAIL - LAMINATED BEAMS, FACE NAIL 16d AT 8" DC. WITH VICINITY MAP < " PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE TH THE AMERICAN STAGGERED W/ (3) ^ w CONCRETE INSTITUTE, ACI 318 AND IBC SECTION 1903. ALL CONCRETE SHALL HAVE MAXIMUM 16d AT EA. END L W/C RATIO 0.45, EXCEPT FOOTING SHALL BE MAXIMUM OF 0.50. ALL EXTERIOR CONCRETE SCALE: N.T.S. 1 . LLJ I (- SLABS SHALL HAVE 5% +/ -1% AIR ENTRAINMENT. NO CHLORINE OR CHLORIDES. SLEEVES, BLOCKING TO TRUSSES/JOISTS, TOE NAIL (4) 10d CITY OF TIGARD ix . OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL LA p DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS JOISTS LAP SPLICES OVER DBL TOP PL (4) 10d FACE NAIL CL EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THEN ON THIRD OF THE d y ����1 1 O THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON END /BAND JOIST TO JOISTS, END NAIL (3) 16d �Y'Y��'��� ��� CENTER. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE. THE EXISTING Conditionally Approved [ ) Y Et z CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPLITUDE. SHEATHING S a_ m See iffier to Follov�r.� ( j W U a La 7. ALL REINFORCING STEEL ( RESTL) TO BE DEFORMED BARS PER ASTM A615 GRADE 60. ROOF Btl AT 6" O.C. AT ALL SUPPORTED PANEL EDGES AND ROOF I z UNLESS NOTED OTHERWISE. SET MAIN RESTL 3" FROM EARTH AND 2" FROM FORMED EDGES AND 12" O.C. AT ALL INTERMEDIATE. SUPPORTS. * CL 0 O N SURFACES BAR LENGTHS DETAILED ARE OUT TO OUT AND DO NOT INCLUDE ALLOWANCE FOR A lts ' . - "I wM .a�wewNM t Q 3 M HOOKS OR BENDS. PROVIDE 2' -6" X 2' -6" RESTL OF SAME SIZE AND SPACING AS FLOORS 10d GALV. AT 6" O.C. AT ALL EDGES AND INTERMEDIATE � � d d � W (n N HORIZONTAL FOR ALL CORNERS FOR #5 AND SMALLER. SET ALL ANCHOR BOLTS AND DOWELS SUPPORTS. Permit NUM I `1 . 0,- ` Oki! '� BEFORE POURING CONCRETE. ALL REINFORCING STEEL SHALL BE SUPPORTED ON WELL -CURED f�i -... y � j ♦ �,( ,,� W 01 CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRS( MANUAL OF WALLS 8d AT 6" 0 C. AT ALL PANEL EDGES AND AT 12 O.C. AT ALL Ad :.• r - 1rs a, . ► f � , , _ : Z- ' - ui p STANDARD PRACTICE. MSP -1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH INTERMEDIATE FRAMING MEMBERS. >�.'i. ce THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE By: 010,'&74.,.. AIM 4 3 4g U Q p STRUCTURES," AO 315. _ 11. PLUMBING, FIRE SUPPRESSION, ELECTRICAL, MECHANICAL, LAND USE, SITE PLANNING AND + - p p EROSION CONTROL ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY I 0 O CC , B. ALL STRUCTURAL WOOD COLUMNS AND BEAMS TO BE DOUGLAS FIR /LARCH (DF /L), #1 OTHERS. / (/).. (/).. UNLESS NOTED OTHERWISE. ALL JOISTS, PURLINS, AND GISTS TO BE DF /L #2 AND BETTER 12. STRUCTURAL OBSERVATION SHALL VERIFY BY PERIODIC VISUAL OBSERVATION THAT THE rtl < U P UNLESS NOTED OTHERWISE. ALL BLOCKING AND NON- STRUCTURAL FRAMING TO BE N. CONSTRUCTION GRADE AND BETTER. ALL WOOD PLATES IN CONTACT WITH CONCRETE OR STRUCTURAL SYSTEM HAS GENERAL CONFORMANCE WITH THE APPROVED PLANS AND MASONRY SHALL BE HEM -FIR #2 PRESSURE TREATED UNLESS NOTED OTHERWISE. ALL SPECIFICATIONS AT SIGNIFICANT STAGES OF CONSTRUCTION AND AT COMPLETION AS REQUIRED PREFABRICATED METAL TIMBER CONNECTORS AND HANGERS SHALL BE FULLY BOLTED AND/OR SCHEDULING FOR A STRUCTURAL OBSERVATION. STRUCTURAL TION 170 TI. PROVIDE OFFICE COPY 1 -- NAILED. ILED. ALL LL COO NNECTORS. HANGERS ERS AND FASTENERS IN CONTACT T WITH PRESSURE TREATED TED NOTICE TO ALLOW SCH I ee• WOOD SHALL BE GALVANIZED OR EQUIVALENTLY PROTECTED PER IBC 2304.9.5. SILL PLATE TO SHALL BE BY THE ENGINEER OF RECORD. I' , -_ a BE ANCHORED TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS AT 4' -0" O.C. MAXIMUM 13. WHEREVER SHORING IS REQUIRED, LOCATE THE SYSTEM CLEAR WITHOUT OBSTRUCTION OF � \ edliti I- UNLESS NOTED OTHERWISE. SIMPSON PREFABRICATED METAL TIMBER CONNECTORS NOTED. THE PERMANENT STRUCTURE AND TO PERMIT CONSTRUCTION TO PROCEED. PROVIDE SHORING OTHER TYPES OF METAL CONNECTORS REQUIRE PRIOR REVIEW. ALL BOLT HEADS OR NUTS - 0 SYSTEM ADEQUATELY ANCHORED AND BRACED TO RESIST EARTH AND HYDROSTATIC BEARING ON WOOD TO HAVE STANDARD WASHERS. BOLT HOLES IN WOOD SHALL BE 1/32" TO PRESSURES. U p C T U z 1/16" LARGER THAN THE BOLT, DEPENDING ON BOLT SIZE. ALL LAG BOLTS SHALL HAVE PILOT % - - -- 'T HOLES AS PER SECTION 11.1.3 OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD 5 � J CONSTRUCTION. ALL SHEATHING SHALL BE APA RATED GROUP 1, EXPOSURE 1 IN COMPLIANCE �� ® ' PR �� ` I I < < WITH VOLUNTARY PRODUCT STANDARD DOCUMENT PSI AND DOCUMENT PS2. '�C� - _ . U1 �z \ z 15/32" THICK SHEATHING TO BE C -D WITH SPAN RATING OF 32/16. ,. (`\ \ ' `. 1 V I N � � _ ` •, , • /" A I- Q 3/4" SHEATHING TO BE C -D WITH SPAN RATING OF 48/24. .. <y , m ' I- J } 3/4" TONGUE AND GROOVE (T &G) WITH SUPPORTS AT 24" O.C. EXTERIOR GRADE UNDER = 0 ~ SLABS, INTERIOR GRADE WHERE PROTECTED FROM MOISTURE AND TO BE GLUED AND I C2' \ t \ ,_ 8 D Z NAILED. SCOPE OF WORK: - � `., A • I- I U R REPAIR AND STRENTHENING OF EXISTING EXTERIOR DECKS ONLY, �, �De, = 410 GG") \ / N cc (� > ALL SHEATHING WALLS AND /OR SHEAR WALLS TO HAVE 2x BLOCKING AT PANEL EDGES DUE TO DRY ROT AND SAG. WATERPROOFING BY _ r UNLESS NOTED OTHERWISE. SEE NAILING SCHEDULE. WESTERN ARCHITECTURAL. v ^ r O ,. 0 9. ALL STRUCTURAL WOOD MEMBERS EXPOSED TO WEATHER OR AS NOTED ON DRAWINGS OR �y .' OREGON ?'.S- `_� JOB No. AS REQUIRED BY IBC SECTION 2303.1.8, SHALL BE PRESSURE TREATED IN ACCORDANCE WITH `,.� J v� a 0700 7 AMERICAN WOOD PRESERVATIVE ASSOCIATION (AWPA) STANDARD P5 FOR WATER BORN G I - R Y i i \ `'F PRESERVATIVE (ACC, ACA, ACZA, CZC, AAC, ETC.) OR PB FOR OIL BORN PRESERVATIVE "E� (tom G ■ (COPPER NAPHTHENATE) WITH A RETENTION NOT LESS THAN 0.4 LBS /CUBIC FOOT PER AWPA ` mod MCCC', DRAWN CHECKED • ' STANDARD C2. PRESERVATIVE TREATMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE __ _ ` DTS KM Al • APPLICABLE AWPA STANDARD U1 AND M4 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. ALL GLULAM MEMBERS THAT ARE TO BE TREATED SHALL BE CONSTRUCTED OF SHEET INDFX: COASTAL REGION SPECIES AND TREATED PER AWPA STANDARD C28. ALL TRIMMED SECTIONS, 50.01 STRUCTURAL NOTES I EXPIRES: 12 -31- 040 J DAT 04.09.08 CUTS, DAPS, OR HOLES IN PRESSURE TREATED MATERIALS SHALL BE TREATED WITH COPPER S1.01 TYPICAL UNIT PLAN SITE PLAN A N NAPTHENATE, IN ACCORDANCE WITH AWPA STANDARD M4. FOR ADDITIONAL REQUIREMENTS, S1.02 DECK FRAMING PLANS REVISIONS SEE IBC SECTION 2304.11 PROTECTION AGAINST DECAY AND TERMITES. 54.01 ELEVATIONS • 58.01 STRUCTURAL DETAILS, SCALE: N.T.S. WATERPROOFING DETAILS (PROVIDED BY WESTERN ARCHITECTURAL) LINE IS 2 INCHES SHEET AT FULL SCALE ' S O. 0 1 I OF NOT 2' - SCALE ACCORDINGLY) ' ' 1t -1 " COPYRIGHT 2007 Miller Consulting Engineers,lnc. Co m MILLER CONSULTING ENGINEERS 9570 SW Barbur Blvd Suite One Hundred Portland, OR 97219-5412 Phone (503) 246 -1250 Fax (503) 246 -1395 0 CI_ Z < /� (n 11 LL.I W ~ t l If w ° d O R Y 0 - Z U LJ 1 - 1 - 1 0_ 0 0 o E - Y LA cn N W J „n LU (2 ' Et EL ° O 0< 1 c o6 <0 F � .�RU C T Li 1? PROF \`�(,�` G T N E `( C? w 9 Cc 16655PE ', & — 7 . "� ` ° a , WTYP. a o1 y 2 OREGON G o ry N CL ` T 3' -a" 10' -9" 1s' —a" &'1 RY AS' 2 ` G . 7 —6" 33.-9" JOB No. � � MCC : 070047 75 -0" DRAWN CHECKED ( EXPIRES: 1 2-31-00 1 DTS IL tin DATE 04.09.08 TYPICAL (E) UNIT PLAN REVISIONS 1/4' — 1 . -0 " LINE IS 2 INCHES SHEET AT FULL SCALE ' �I • O'I (IF NOT 2" - SCALE ACCORDINGLY) J I I COPYRIGHT 2007 Miller Consulting Engineers,Inc. et MILLER CONSULTING —It— ENGINEERS (E) TRIPLE 2x10 • CANTILEVER 9570 SW Borbur Blvd Suite One Hundred REPLACE (E) JOISTS W/ Portland, OR 97219-5412 LIKE MATERIAL AS ' , Phone (503) 246 -1250 REQUIRED VW Fax (503) 246 - 1395 r -3 (E) EXTERIOR 2x STUD WALL o A '..-s 7 -9.,,, ' s, W 9 3 ' FM0 w • CC Z Abaft — WW ( '� (f) (N) 4x6 P.T. HF #1 POST 0— w MAIN AND UPPER TOP CONN. TS18 TWIST ( ~ L' BMRA(2) TOTAL OF (E) l_J._ D. ill DECK FRAMING BOT CONN. (1) A35 Q SCALE: 1/2" = 1' -0" 0 d' U Y EL 2 ix W LU a_ 0 0 (E) SLAB ON GRADE Q I— M Yw v>0.4 w_ I co n Li EL .4-' Er w 20 UQ 2O 00 8" Q P (N) 4x6 P.T. HF #1 �� E (N) 24" SO. x 12" BARS DEEP POST W/ CB46 EAA. . WAAY Y A AT T BO T. 1 O Cr) — �� z Q J FOUNDATION PLAN S � R UCT U Rq. 3_ P � 0 NOTES_ SCALE 1/2" = 1 (� O jN W Z ALL FASTENERS AND HARDWARE � Cr V ~ 7a TO BE HDG OR S.S. -,c-3 � G T N E �� Q cr I 16655PE '. 6 i ' 7 S / JOB No. ✓ OREGON c `, 11 ,' 070047 < G �& R Y 1 9 \ o DRAWN CHECKED e �, DTS I F MC �/ il9 C p@� DATE 04.09.08 I REVISIONS [EXPIRES: 12 -31- 00 LINE IS 2 INCHES SHEET AT FULL SCALE I S1.02 (IF NOT 2" - SCALE ACCORDINGLY) • _ Y COPYRIGHT 2007 Miller Consulting Engineers,Inc. ,• NOT ALL FRAMING TO BE PRESSURE TREATED Mik AND ALL HARDWARE AND FASTENERS TO BE Z -MAX OR STAINLESS STEEL MILLER (N) 2x6 P.T. HF #2 TOP PLATE W/ SIMPSON A34Z OR A34SS EA. END USE C O N S U L T I N G #8x2 1/2" GALV. OR STAINLESS WOOD E N G I N E E R S SCREW, TYP. (N) 2x4 P.T. HF STUDS AT 24" O.C. (N) P.T 15/32 APA RATED SHEATHING 9570 SW Barbur BI W. W/ 8d NAILS AT 12" 0 C TYP. Suite One Hundred Portland, OR 97219-5412 (N) 4x6 P.T. HE #2 W/ HUSC46Z AT EA END, TYP. (HUSC46Z IS A SPECIAL ORDER Phone (503) 246 -1250 HANGER) Fax (503) 246 -1395 r - ,; A352 OR A35SS g (N) 4x6 P.T. HF #1 a s . ' i (E) TRIPLE 2x10 ATTACHED TO COLUMN o ' USIN TS18 TWIST STRAPS EA. SIDE OF . BEAM (2) TOTAL SEE DTL. 4/S8.01 1 1 I I III z (E) GUARDRAIL TO BE REMOVED AND REPLACED WITH (N) GUARDRAIL (FRAMING ^ U) SAME AS ABOVE) I__L W ' I H EXISTING (N) 4x6 P.T. HF #1 EXISTING ] ""� Q BUILDING L \ BUILDING 1-1-1 O bo Y cc • Yd z W a I- a_ o N Y ELI N (E) TRIPLE 2x10 (CONN. SAME AS L i J D O n SEE DTL. 4/58.01) - W EL NI ' rte Er El ° U Q 0 y�y� I , o ce <0 �E 7 ,— (N) 4x6 P.T. HF #1 (N) 4x6 P.T. HF #1 I lo ,cc *9 PROfe � Z c*,, • � GT N4' o� , _O (E) SLAB ON (E) SLAB ON _ GRADE GRADE 9 16655P Q U ' . W L. ,.., I '• ( ,„_. G I � G G ARY 15. N JOB No. ' �1 i Q �` 070047 © © `-- --J _____. n G CGO DRAWN CHECKED 1 DECK ELEVATION wix w 2 DECK ELEVATION DTS IC. 4.01 SCALE: 1/2" = 1' -0° 4.01 SCALE: 1/2" = 1'-0' EXPIRES: 12 -31 - CS 1 DA,E 04.09.08 REVISIONS LINE IS 2 INCHES SHEET AT FULL SCALE ' S4.01 OF NOT 2• - SCALE ACCORDINGLY) " 1/4" GAP (E) WRB - WEATHER LAP 6 5 1/2" - J -TRACK STANDING SEAM METAL CAP I FLASHING C/W MEMBRANE �g I URETHANE CAULKING (N) OPEN PRESSURE WATERPROOFING (BY d��� -' (E) VINYL SIDING SYSTEM TREATED WOOD FRAMED �I II OTHERS) MINI -'L' T WALL ®� ®. � r DECK MEMBRANE (N) EXTEND WATERPROOFING I ` M FULLY ADHERED MEMBRANE UP SIDES OF ROUGH Al I ���������������������� � u OPENING AND 6" BEYOND I WALL SHT'G SYSTEM MEMBRANE (CONY.). TO INCLUDE (E) 2x DECK JOIST COPYRIGHT 2007 _ � nnn�n.. OPENING ON OUTSIDE FACE OF WALL - WEATHER LAP BY WRB I W/ PLYWOOD SHT'G ,A35Z I 1/2" OR A35SS W / # 8x2 GALV /STAINLESS Miller Consulting Engineers,lnc. PROVISIONS FOR WALL CAVITY WOOD SCRE(E) J -TRACK SET IN SEALANT VENTILATION % (E) SLIDING DOOR PLYWOOD DECK FASTEN PER MANSPEC \ \ SH O D MEMBRANE O OVERLAP - - "'' (E) TRIPLE BEAM THRESHOLD SURFACE � 'DURADEK' MEMBRANE MIN. 2" BUTYL TAPE (N) DRIP EDGE FLASHING - BEN 'I I TS18 TWIST STRAPS NOTE: IN SEALANT - FASTEN PER (N) DECK WATER Oki MAN. SPEC. I I PROOFING - HEAT WELD FOR USE ON SURFACES OVER NON- HABITABLE SPACE ONLY DURADEK I i DESIGNATES "NON- HABITABLE SPACE" AS AN AREA NOT OVER A LIVING AREA 4" MIN. ONTO MAN. DRIP EDGE • 'DURADEK' MEMBRANE OR OTHER AREAS, WHICH ARE NOT GOVERNED BY THE LOCAL BUILDING CODES (N) EXTERIOR GUTTER - DRAIN I (N) 4x POST PER i.e.: SUN DECKS, PATIOS, ETC.. A NON- HABITABLE DETAIL COULD BE - " " " " "' " " " "" ( ) TO INCONSPICUOUS LOCATION _----_ _ / "I PLAN CONSIDERED FOR APPLICATIONS WHERE THE DETAIL DOES NOT CONTRIBUTE TO �. t ' (E) HANGER t ) M I L L E R '' WATER MIGRATION INTO THE BUILDING ENVELOPE AND HAS NO CONSEQUENTIAL NOTE: 'DURADEK' 'L' TRIM FIXATION BAR NOT DAMAGING EFFECT TO THE BUILDING OR DECK SUPPORT STRUCTURE. DURADEK ' - y , REQUIRED IF: FIELD OF MEMBRANE ADHERED ( / RECOMMENDS THE USE OF 'ALL ASSEMBLIES' DETAILS FOR ALL INSTALLATION s WITH 'DURADEK' ACRYLIC LATEX ADHESIVE, .. / •/ C O N S U L T I N G OF DURADEK WATERPROOFING MEMBRANES. THESE ROOFING DETAILS ARE i JULY 25% DRY BULB TEMPERATURE DOES SOUND AND TIME PROVEN. IF THE OWNER OR HIS REPRESENTATIVE DECIDES TO N ' NOT EXCEED 29 DEC C (84.2 DEC F), / ENGINEERS USE DETAILS DESIGNATED AS "NON- HABITABLE" BECAUSE OF AESTHETICS, (E) PWD SHEATHING MAXIMUM BASIC WIND SPEED DOES NOT PRACTICALITY, COST OR OTHER PROJECT SPECIFIC CONSIDERATIONS, DURADEK EXCEED 80 mph (129 km /h) OR MAXIMUM I FORGOES ALL RESPONSIBILITY FOR USE OF THE DETAIL. •. BASIC VIAND SPEED (3- SECOND GUST) DOES 5 1/2 " NOT EXCEED 100 mph (161 km /h). SEE I 9570 SW Borbur Blvd. 'DURADE BULLETIN FOR DETAILS. Suite One Hundred NON— HABITABLE DETAIL 2 WIDE SCUPPER DETAIL (E) DECK BM. CFLUSH DOOR SILL CC 0O N N TO Portland, OR 97219 -5412 8 SCALE: 3" = 1' - 4 . N / P 0 S T Fa (503) 46 1 x n 2 )4639550 I SCALE: 6" = 1' -0" OUTSIDE PERIMET 8.01 � CALE: 1 1/2" = V-0" 3 DETAIL RAILING WALL 8.01 SCALE: 3" = 1' -0" NOTE: AS A SUPPLIER OF FINISHED PRODUCT ONLY, DURADEK LTD DOES NOT ASSUME RESPONSIBILITY FOR ERRORS IN DESIGN, ENGINEERING, OR DIMENSIONS. THE ARCHITECT, ENGINEER, SPECIFIER, CONTRACTOR OR OWNERS' REPRESENTATIVE MUST VERIFY ALL DIMENSION, SIZES AND SUITABILITY OF DETAILS. �/�// LL_ Z 5 1/2" w Li ( N) 4x POST PER ~ Ct it C846 PLAN i W KY ' (E) SLAB ON GRADE O (2) #4 BARS ` U EY \ Y a z " EA, WAY — - rX W W o_ 0 0 I— 3N '� , Y J � n W W W a I ■"' Er El � O 0< I " I N\ o'6 z o iii Q U ^ F POST TO FTG. CONN. 8, 01 SCALE: 1 1/2" = 1' -0' J Q 16655PE Q _ W .X.°' £ LL OREGON ,;(1,------' JOB No. 2 o , �� L ,� � ' gAY,S 2 , ` C� 070047 • DRAWN CHECKED 119. McC DTS fool DATE 04.09.08 EXPIRES: 1 -31- O 4 REVISIONS LINE IS 2 INCHES SHEET AT FULL SCALE I �` Q • O 1 (IF NOT 2" - SCALE ACCORDINGLY) J CJ