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Plans STRUCTURAL NOTES 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 DOCUMENTS SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE UNLESS NOTED OTHERWISE. r CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM v� t;�.;2•� ;'a' THE ENGINEER BEFORE BEGINNING THE PROJECT THE ABSENCE OF SUCH REQUEST SHALL 6d NAIL: 0 113 INCH DIA. X 2 INCHES LONG WITH MIN HEAD DIA. 77/64 IN. - - o� T 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. ` I '. ' �'�'°- I -.. 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_ I \ �'� I '- _ •+ �,m,�� -- ;' SW Oak St ��,,,O.'-''' SHALL CONFORM TO THE STATE OF OREGON 2007 EDITION STRUCTURAL SPECIALTY CODE. - " SC -• ` - I -- -- - - - - -- - 12d NAIL: 0 148 INCH DIA X 3 I/. INCHES WITH MIN. HEAD DIA. 5/16 IN �\ � '�! \ \ -'- - -- a EFFECTIVE DATE APRIL 1, 2007, BASED ON THE 2006 INTERNATIONAL BUILDING CODE. i '- 1 I„ WI 16d NAIL: 0.162 INCH DIA X 3I/ INCHES WITH MIN HEAD DIA 11/32 IN. 't \ ' _;3 \ 'SI COPYRIGHT 2007 INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL , 't �';- �,,` BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION, Miller Consulting Engineers,ln< STAPLE OF EQUIVALENT VALUE MAY BE SUBSTITUTED AFTER REVIEW BY ENGINEER. NAILS AND •( ,� _ ` � �}, ;3i 2 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. STAPLES SHALL NOT BE OVERDRIVEN `�'- i - " !n UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF NAILING SCHEDULE 7 7p CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL T (A, ., \ METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE. LUMBER _ , 1 ��; ti �ky - -d; WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR BOTTOM (BOT) PLATE (PL) TO DECKING /JOISTS, 16d AT 8 O.0 -C d'• �_FA "x" SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE FACE NAIL 5".,, - ' AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE :dry., ____ 5W Shday Lb _ _ \ T FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR 'p�w �•'. WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A BOT PL /TOP PL TO STUDS. END NAIL (2) 16d AT 2x4. - - - - _ .. .. WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. (3) 15d AT 2x6 Q0 `? .^ _ 3. THESE PLANS. SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR BUILT-UP/DOUBLE ( DBL ) STUDS, FACE NAIL 10d AT B" O.C. rt :. ' �: .� _ I M I L L E R THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF STAGGERED .0 ' I • THESE PLANS AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT :+ m; ° ' : l e. C O N S U L T I N G THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND DBL TOP PL. FACE NAIL lDd AT 12" O.0 /6/ • r \ SW Longsleff 5l `. ;'a te .I �s _?y' ENGINEERS LOCATION SPECIFIED HEREIN OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS STAGGERED ¢ o_ \ \_ \ - ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT .W1 21 DOCUMENTS SPECIFY OTHERWISE DBL TOP PL SPLICES. FACE NAIL (12) 10d EA. SIDE OF _ - : I$' I JOINT - -- -- ,I N: - 4 CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE FOOTINGS AND MAKE ANY NECESSARY CORRECTIONS TO PLACE THEM ON FIRM NATIVE SOIL OR STRUCTURAL FILL COMPACTED TO DBL TOP PL CORNERS /INTERSECTIONS, (4) 10d STAGGERED - ' I I Z ' . - I ➢ 9570 SW Barbur Blvd. _ E_ Suite One Hundred 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT PER AMERICAN SOCIETY FOR FACE NAIL :a TESTING AND MATERIALS, ASTM D698 (STANDARD PROCTOR), OR ASTM D1557 (MODIFIED Portland, OR 97279 -5412 PROCTOR) THE COMPACTION SHALL BE VERIFIED BY A QUALIFIED INSPECTOR APPROVED BY CONTINUOUS HEADER(S) (HDRS ) TO STUDS, (4) lOd -ti?a� L ' ~ I g: Phone (503) 246 -1250 THE BUILDING OFFICIAL. COMPACTED STRUCTURAL FILL FOR DEPTHS GREATER THAN 12 INCHES TOE NAIL SW North DakDla SI F "SW North Da SF SW North Dakota SI = ort __ SW NOft h Fox (503) 246 -1395 SHALL COMPLY WITH PROVISIONS OF AN APPROVED GEOTECHNICAL REPORT. ASSUMED SOIL ' I BEARING PRESSURE 1500 POUNDS PER SQUARE FOOT (PSF). TOP PL TO HDRS. FACE NAIL 16d AT 16" 0C : j e S. DESIGN LOADS: LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS NOT USED THE JOIST TO DBL. TOP PL /SILL PL, (4) lGd ' Pr 1 . I - SW 97th C1'. -. ,l I FOLLOWING ARE THE DESIGN REQUIREMENTS' TOE NAIL ) , Nj NI _ A) DEAD LOADS: ROOF = 15 PSF BLOCKING TO STUDS, TOE NAIL (2) 10d ,gip, ,A. I • I� DECK = 15 PSF � p` Gre -nB I I (3) 16d �; r 9 R - rx WALL = B PSF JOISTS TO BLOCKING, END NAIL 3 - _ . d LI B) FLOOR LIVE LOAD FOR RESIDENTIAL CONSTRUCTION ARE FLOORS. DECKS, 40 PSF - - _ - - _'° 1 ' C) ROOF LIVE LOAD: SNOW LOAD CONTROLS DESIGN STUDS TO HDRS END NAIL (6) 76d AT 4x6 /4x8 - - - -- ___ _ I 'N. D) ROOF SNOW LOAD. Pg = 25 PSF (8) 15d AT 4 x10 /4x12 _ -�G ' Pf = 17 PSF (MINIMUM 25 PSF ROOF SNOW) - _Glacier Lily S(� t°' Ce = 1.0 HORS TO CRIPPLE STUDS. TOE NAIL(4) 10d (eE��_. s = 1,0 . z Ct = 1.0 ROOF TRUSS ROT 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 B" O.C. \ /I C N I T�/ 1 v/ / �� < (n PLACING AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH THE AMERICAN STAGGERED W/ (3) V I ` I I < L CONCRETE INSTITUTE. ACI 318 AND INC SECTION 1903. ALL CONCRETE SHALL HAVE MAXIMUM , 16d AT EA. END W/C RATIO 045, EXCEPT FOOTING SHALL BE MAXIMUM OF 0.50 ALL EXTERIOR CONCRETE SCALE N. T.S. 1_11 ( - SLABS SHALL HAVE 5% +/ -l%< AIR ENTRAINMENT. NO CHLORINE OR CHLORIDES. SLEEVES, BLOCKING TO TRUSSES /JOISTS. TOE NAIL (4) 10d C Q OPENINGS. CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL LLJ R DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER BEFORE POURING CONDUITS JOISTS LAP SPLICES OVER DBL TOP PL (4) 10d FACE NAIL C a_ EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THEN ON THIRD OF THE Q , THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON END/BAND JOIST 70 JOISTS, END NAIL (3) 16d I F TIGARD 'r CENTER, WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING Y m CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPLITUDE SHEATHING MAY EY w 7. ALL REINFORCING STEEL ( RESTL) TO BE DEFORMED BARS PER ASTM A615 GRADE 60. ROOF 8d AT 6" 0 C AT ALL SUPPORTED PANEL EDGES AND ROOF IrI I 2008 W < Z C � j UNLESS NOTED OTHERWISE. S MAIN RESTL 3" FROM EARTH AND 2" FROM FORMED EDGES AND 12" 0 C. AT ALL INTERMEDIATE SUPPORTS. SURFACES BAR LENGTHS DETAILED ARE OUT TO OUT AND DO NOT INCLUDE ALLOWANCE FOR Q I - 3 rh HOOKS OR BENDS. PROVIDE 2' -6" X 2' -6" RESTL OF SAME SIZE AND SPACING AS FLOORS 10d GALV. AT 6" 0 C. AT ALL EDGES AND INTERMEDIATE See Wier tCe Follow..,. .,.. �,IUMIN t l CITY OF TIGARD Y L.1..1 !n" HORIZONTAL FOR ALL CORNERS FOR #5 AND SMALLER. SET ALL ANCHOR BOLTS AND DOWELS SUPPORTS. ��y,� J g W J Oo N BEFORE POURING CONCRETE. ALL REINFORCING STEEL SHALL BE SUPPORTED ON WELL -CURED Attached L 3 5 BUILDING DIVISION LL' CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF WALLS 8d AT 6" O.C. AT ALL PANEL EDGES AND AT 12 O.C. AT ALL r � d O� STANDARD PRACTICE, MSP -1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH INTERMEDIATE FRAMING MEMBERS. p N ) , :; • 1 ��'' I • s (� Q 7. THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE - - STRUCTURES." ACI 315 11. PLUMBING, FIRE SUPPRESSION, ELECTRICAL. MECHANICAL. LAND USE, SITE PLANNING AND =•1��� OD EROSION CONTROL ARE BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY �� �� I w = O '4- IX r . 8. ALL STRUCTURAL WOOD COLUMNS AND BEAMS TO BE DOUGLAS FIR /LARCH (DF /L), #1 OTHERS. . ;� � ` L v1 O ¢ UNLESS NOTED OTHERWISE. ALL JOISTS, PURLINS, AND GIRTS TO BE DF /L #2 AND BETTER '�' J l 1 UNLESS NOTED OTHERWISE. ALL BLOCKING AND NON- STRUCTURAL FRAMING TO BE 12 STRUCTURAL OBSERVATION SHALL VERIFY BY PERIODIC VISUAL OBSERVATION THAT THE CONSTRUCTION GRADE AND BETTER. ALL WOOD PLATES IN CONTACT WITH CONCRETE OR STRUCTURAL SYSTEM HAS GENERAL CONFORMANCE WITH THE APPROVED PLANS AND �I MASONRY SHALL BE HEM -FIR ,T2 PRESSURE TREATED UNLESS NOTED OTHERWISE. ALL SPECIFICATIONS AT SIGNIFICANT STAGES OF CONSTRUCTION AND AT COMPLETION AS REQUIRED llll.... 6111 PREFABRICATED METAL TIMBER CONNECTORS AND HANGERS SHALL BE FULLY BOLTED AND /OR IN ACCORDANCE WITH IBC SECTION 1709. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NAILED. ALL CONNECTORS, HANGERS AND FASTENERS IN CONTACT WITH PRESSURE TREATED NOTICE TO ALLOW SCHEDULING FOR A STRUCTURAL OBSERVATION. STRUCTURAL OBSERVATION A /�I� WOOD SHALL BE GALVANIZED OR EQUIVALENTLY PROTECTED PER IBC 2304 9.5. SILL PLATE TO SHALL BE BY THE ENGINEER OF RECORD. . -- Cn T T eE COP BE ANCHORED TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS AT 4' -0" O.0 MA XIMUM 13. WHEREVER SHORING IS REQUIRED, LOCATE THE SYSTEM CLEAR WITHOUT OBSTRUCTION OF E R1 � F- W UNLESS NOTED OTHERWISE. SIMPSON PREFABRICATED METAL TIMBER CONNECTORS NOTED. THE PERMANENT STRUCTURE AND TO PERMIT CONSTRUCTION TO PROCEED. PROVIDE SHORING OFFICE 1J j - - - '-- . - - 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. R CI r C , 1 R a Z 1/16" LARGER THAN THE BOLT, DEPENDING ON BOLT SIZE. ALL LAG BOLTS SHALL HAVE PILOT _ C "�� • J HOLES AS PER SECTION 111 3 OF THE NA TIONAL DESIGN SPECIFICATION FOR WOOD x' ATP /� ' �, J • P e.. r. < CONSTRUCTION. ALL SHEATHING SHALL BE APR RATED GROUP 1, EXPOSURE 1 IN COMPLIANCE 1 • ti -ilp. n ' . I! • Q WTH VOLUNTARY PRODUCT STANDARD DOCUMENT PS1 AND DOCUMENT PS2. \� t, % . �' Z 15/32" THICK SHEATHING TO BE C -D WITH SPAN RATING OF 32/16. '(';,, - c 1 F @, 23 z H J r 3/4" SHEATHING TO BE C -D WITH SPAN RATING OF 46/24. / L .1) -\ . \ n Z 0 I- 3/4" TONGUE AND GROOVE (TAG) WITH SUPPORTS AT 24" O.C. EXTERIOR GRADE UNDER e� 16655PE � • Z ` o • SLABS. INTERIOR GRADE WHERE PROTECTED FROM MOISTURE AND TO BE GLUED AND CO r f CO • Z 0 Iii z • NAILED. SCOPE OF WORK' / ;0 w U REPAIR AND STRENTHENING OF EXISTING EXTERIOR DECKS ONLY. l /� � Q ++� A _f I� N A SHEATHING WALLS AND /OR SHEAR WALLS TO HAVE 2x BLOCKING AT PANEL EDGES DUE TO DRY ROT AND SAG. WATERPROOFING BY UNLESS NOTED OTHERWISE. SEE NAILING SCHEDULE. WESTERN ARCHITECTURAL v n: --- • 9. ALL STRUCTURAL WOOD MEMBERS EXPOSED TO WEATHER OR AS NOTED ON DRAWINGS OR n.� r _ ' Tl 09 JOB No. AS REQUIRED BY INC SECTION 2303.1.8, SHALL BE PRESSURE TREATED IN ACCORDANCE WITH �Z - �� i �' 070047 AMERICAN WOOD PRESERVATIVE ASSOCIATION (AWPA) STANDARD PS FOR WATER BORN / "�- F_ °� PRESERVATIVE (ACC, ACA, ACZA, CZC, AAC. ETC ) OR P8 FOR OIL BORN PRESERVATIVE r j _ DRAWN CHECKED (COPPER NAPHTHENATE) WITH A RETENTION NOT LESS THAN 0.4 LBS/CUBIC FOOT PER AWPA - • t ` ' 3 • FL';' -� F' l ' _ STANDARD C2. PRESERVATIVE TREATMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE „ ^-a�., , : rf DTS Xnfrai 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 INDEX DATE COASTAL REGION SPECIES AND TREATED PER AWPA STANDARD C28 ALL TRIMMED SECTIONS, 50.01 STRUCTURAL NOTES EXPIRES 1 ? - 04.09.08 CUTS, DAPS. OR HOLES IN PRESSURE TREATED MATERIALS SHALL BE TREATED WITH COPPER 51.01 TYPICAL UNIT PLAN SITE P A NAPTHCNATE. IN ACCORDANCE WITH AWPA STANDARD M4. FOR ADDITIONAL REQUIREMENTS, ST.02 DECK FRAMING PLANS REVISIONS SEE IBC SECTION 2304.11 PROTECTION AGAINST DECAY AND TERMITES. 54.01 ELEVATIONS S8.01 STRUCTURAL DETAILS. SCALE' N.T S WATERPROOFING DETAILS (PROVIDED BY WESTERN ARCHITECTURAL) LINE IS 2 INCHES SHEET 1 AT FULL SCALE 1 S O . 01 or NO1 2' - SCALE ACCORDINGLY) J ■ 1 —1.. I 1 1. COPYRIGHT 2007 Miller Consulting Engineers.lnc ao at MILLER CONSULTING ENGINEERS 9570 SW Barbur Stud. Suite One Hundred Portland, OR 97219 -5412 Phone (503) 246 -1250 Foe (503) 246 -1395 0 n 11 z Q CI__ (3 LLJ (V U s2 LL w � n o ± CC D Y U d 54 Qz W W �o O I— rn • LLJ to N L.1 --I ,r Li 0_ C) L1 0o 0< I E 0 o 0 (/)\ _ QU -~ • S'\ . - U 16655PE 9- 0 ;7<(_( o z ,e, 1 - -- WTYP. < , '.v ,, OREGON 0, =a, , a_ YP. ��, 10' -9 19 B" \‘-i.....'' f (/Q RY 1 5 � . e� c • `69 Yom JO No. 7 -B .. 33 - 9 . - 4 4 Mc� ;-, 070047 75' - 0" ' - DRAWN CHECKED EXPIRES: 2 31 U DTS (G --r-. ! D "'� 04.09.08 TYPICAL (E) UNIT PLAN REHSIONS - 1/4 1 -D LINE IS 2 INCHES SHEET AT FULL SCALE i S1.01 (IF NOT 2' - SCALE ACCORDINGLY) 1r' COPYRIGHT 2007 Miller Consulting Engineers,lnc f t MILLER CONSULTING —1../1— ENGINEERS ) LE • CAN TILEVER 2n1D 9570 SW Barbur Blvd. Suite One Hundred REPLACE (E) JOISTS W/ - Portland, OR 97219-5412 LIKE MATERIAL AS Phone (503) 246 -1250 REQUIRED , a For (503) 246 -1395 i $ O (E) EXTERIOR 2x STUD WALL ,a 7 9 's, - 0 3 ' 4111 i r Q III _ � �_ z • ©• W / Q vi • (N) 4x6 P.T. HF /J1 POST CI_ W MAIN AND UPPER STRAP S DE OF (E) w Cr DECK FRAMING BM -(2) TOTAL A35 n SCALE. 1/2" = 1' -0" 0 \ / Er e, U � W Q DJ z w CI._o (E) SLAB ON GRADE Q 1 3 N Y W to N Li J co N WEL V a EL O x 0< T. i So 00 st cc 8" 0 <0 -- (N) 4n6 P T. HF ¢'7 - � (N) 24" SO. . 12" DEEP POST W/ CB46 FTG. W/ (2) a4 BARS EA. WAY AT BOT. Ei 1 © cn — — W z Q J FOUNDATION PLAN - •- � -c �- y 4 � Q_ NOTES: SCALE: 1/2" = 1' -O" < \ \. I t /�' CD ALL FASTENERS AND HARDWARE O z T O BE HDG OR S. S. :� cv C � F Q • 16655PE ( • f N • . ... ✓ "/ , ^ S 1 JOB No. y OREGON � o � f ' 070047 - 51 4' 2,®" DRAWN CHECKED i / � R'r 'S .�C� D TS ice. • f 'oc - DATE 04.09.08 REVISIONS EXPIR ES: 7 2-31 9 LINE IS 2 INCHES 1 SHEET AT FULL SCALE S1.02 IF NOT 2' - SCALE ACCORDINGLY) COPYRIGHT 2007 Miller Consulting Engineers,lnc. NOTE: ALL FRAMING TO et BE PRESSURE TREATED AND ALL HARDWARE AND FASTENERS 10 BE Z –MAX OR STAINLESS STEEL MILLER (N) 2.6 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) 2.4 P.T. HE STUDS AT 24 0 C. (N) P T 15/32 APA RATED SHEATHING 9570 SW Bar6ur Blvd. W/ 8d NAILS AT 12" O.0 TYP Suite One Hundred (N) 4.6 P.T. HF #2 W/ HUSC462 AT EA. Portland, OR 97219-5412 END. TYP. (HUSC46Z IS A SPECIAL ORDER Phone (50 3) 246 -7250 HANGER) Fax (503) 246 -1395 r - ,I U A35Z OR A35SS g X Q (N) 4.6 P.T. HE #1 i O E OF "' • - Ic BEAM ( 2) TOTAL SEE UTL 4/S8 f NO CZ z (E) GUARDRAIL TO BE REMOVED AND REPLACED WITH (N) GUARDRAIL (FRAMING (./) SAME 45 ABOVE) w W ~ EXISTING (N) 4.6 P.T. HF #i EXISTING 7 fx BUILDING \ BUILDING / !V w tx + LL O C7 bs . U Y� • L'Ll • . III z o (E) TRIPLE 2x10 (CONN. SAME AS ABOVE Y w „ wJ „1--, SEE DTL. 4/S8.01) W • . UQ ;"---o Eir',, o U .-- � Q 7 — (N) 4x6 P T. bi (N) 4.6 P.T. HF #1 .U CT U R • - , (`c) SLAB ON (E) SLAB ON ! GRADE GRADE �/ �2 E.. c� : 16655PE Q / P7 - -- —) " LT w • 7 I. ,..1. I y OREGON .1... w - 1 '.J I `�, C/ /ARY 1 2 ,S. w r y dos No. •ri, � �` 070047 i 5 © • Pbf C �' DRAWN CHECKED 1 DECK ELEVATION 801 W 2 DECK ELEVATION I �`" DTS IC-0(4,o4 4.01 SCALE 1/2" = 1' –O° 4.01 SCALE: 1/2" = 1' -0` ! EXPIRES: 1 2 -31 _ ' DATE 04.09.08 --T REVISIONS LINE IS 2 INCHES SHEET i AT FULL SCALE I S4.01 OF NOT 2' - SCALE ACCORDINGLY) I • 1 / GAP (E) WRB - WEATHER LAP 6 5 1/2 STANDING SEAM METAL CAP 1 MINA J- TRACK — FLASHING C/W MEMBRANE — URETHANE CAULKING (N) OPEN PRESSURE WATERPROOFING (BY r (E) VINYL SIDING SYSTEM TREATED WOOD FRAMED OTHERS) riamosommil WALL MINI -'D' TRIM I �� \ DECK MEMBRANE (N) EXTEND WATERPROOFING TERPROO H FULLY ADHERED MEMBRANE UP SIDES OF ROUGH ;1 i. / AlY /Ar �/ / �. A OPENING AND 6" BEYOND WALL SYSTEM TO INCLUDE (E) 2 c • 1 x DECK JOIST .— A35Z OP. A35SS W/ /8x2 COPYRIGHT 2007 ■ -- OPENING WE E ATHE H ER LARSI A P BY WRB FACE OF / SHT 'G MEMBRANE (CONT. ). ■ W/ PLYWOOD SH7G , \ 1/2" GALV /STAINLESS Miller Consulting Engineers,Inc. • 1 WAL 1 PROVISIONS FOR WA C P . VITY WOOD SCREWS VENTILATION (E) J -TRACK SET IN SEALANT S HT'G MEMBRANE TO OVERLAP I (E) 1518 TRIPLE BEAM STRAPS (E) SLIDING DOOR - PLYWOOD DECK FASTEN PER MAN. SPEC 'DURADEK' MEMBRANE MIN. 2" ' THRESHOLD SURFACE BUTYL TAPE (14) DRIP EDGE FLASHING - BEN �, I[ I'• TWIST NDTE. IN SEALANT - FASTEN PER / (N) DECK WATER I FOR USE ON SURFACES OVER NON - HABITABLE SPACE ONLY. DURADEK MAN. SPEC. I I I I PROOFING - HEAT WELD DESIGNATES "NON- HABITABLE SPACE" AS AN AREA NOT OVER A LIVING AREA 14" MIN I OR OTHER AREAS, WHICH ARE NOT GOVERNED BY THE LOCAL BUILDING CODES (N) EXTERIOR GUTTER - DRAIN I I / ONTO MAN. DRIP EDGE 'DURADEK' MEMBRANE (N) ax POST PER (i.e . SUN DECKS, PATIOS, ETC.). A NON- HABITABLE DETAIL COULD BE TO INCONSPICUOUS LOCATION e ''omy' mNam +'� v / 1 / / / / / / - -- - PLAN CONSIDERED FOR APPLICATIONS WHERE THE DETAIL DOES NOT CONTRIBUTE T O = A = � = - : • - r : (E) HANGER M I L L E R WATER MIGRATION INTO THE BUILDING ENVELOPE AND HAS NO CONSECONSEQUENTIAL 5 NOTE 'DURADEK" 'L' TRIM FIXATION BAR NOT DAMAGING EFFECT TO THE BUILDING OR DECK SUPPORT STRUCTURE DURADEK -- -' - -'- REQUIRED IF: FIELD OF MEMBRANE ADHERED RECOMMENDS THE USE OF 'ALL ASSEMBLIES' DETAILS FOR ALL INSTALLATION ' WITH 'DURADEK' ACRYLIC LATEX ADHESIVE. C O N S U L T I N G OF DURADEK WATERPROOFING MEMBRANES. THESE ROOFING DETAILS ARE JULY 25% DRY BULB TEMPERATURE DOES / ' ENGINEERS SOUND AND TIME PROVEN IF THE OWNER OR HIS REPRESENTATIVE DECIDES TO V NOT EXCEED 29 DEC C (84 2 DEC F) USE DETAILS DESIGNATED AS "NON- HABITABLE" BECAUSE OF AESTHETICS, N' (E) PWD SHEATHING MAXIMUM BASIC WIND SPE 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 WIND SPEED (3- SECOND GUST) DOES 5 1/2" i NOT EXCEED 100 mph (161 km /h). SEE IIII 9570 SW Borbur Blvd. NON—HABITABLE DETAIL DURADEK' BULLETIN FOR DETAILS Suite One Hundred 2 WIDE SCUPPER DETAIL E DECK BM. Portland, OR 97219 -5412 Phone (503) 246 -1250 8 . 01 S CALE' 3" = 1' -O" Fax (SD3) 2a6 -1395 1 FLUSH DOOR SILL 4 NN. TO N POST OUTSIDE PERIMETER 8 SCALE 6 "" 3 DETAIL RAILING WALL 801 GAL. 11/2 " =,' -D" . 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. z 5 1/2" Q I cn I CL w /_ (N) 4x POST PER /'�/ p CB46 "" / PLAN 1_I— - cr f(E) SLAB ON GRADE (2) //4 BARS Y E Y m EA. WAY t Z W Q z W W O CJ 0 HT Y W in N W J ao n Wd am UQ I - .. =O o0 W ° I U ^I Q 8.01 8.01 TO FTGL CONN. SCALE: 1 1/2" = 1' -0" (n J I- S - �RU_CTUR 0 16655PE �, Q w J W r'o� OREGON �, JOB No. ° � � 24/ 070047 • 4 - , -'4R Y A5,- . .�� SA O. DRAWN CHECKED �r �- Rif c DTS,^t °° DATE 04.09.08 EXPIRES: 12 -31- O REVISIONS S INCHES SHEET AT LINE F 2 SCALE S8.01 (IF NOT 2' - SCALE ACCORDINGLY)