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Plans (22) BUP2020 -0016604 BUP2020- 001670# BUP2020 -00168 OFFICE COPY OFFICE COPY TMI LUMARAIL APPROVED REVISION ARCHITECTURAL PRODUCTS BuPaoao - ool LREQU11WREMENTS. INGS ARE ONLY ND STAMPED FOR B vp �� D � C�-5 PRECISION ROF OREGON Y TO STRUCTURAL v - 1 s+. SLS lU 'Zo GENERAL NOTES: 1 . MATERIAL TYPE: ALUMINUM TEMPER (SEE TABLE.) SUMMER CREEK APARTMENTS 2. ON ALL FLOORS, RAILING POSTS AND RAIL MATERIALS COLOR IS T,B.D. 13456 HAWKS BEARD 3. RAILING SECTIONS TO BE CORDED IN RADIUSED AREAS AS APPLICABLE. 4. GLASS TO BE CLEAR 1/4" TEMPERED GLASS UNLESS OTHERWISE NOTED. TVR�9 TIGARD OREGON 97223 5. ALL DIMENSIONS SHOWN TO OTHER WORK TO BE VERIFIED IN FIELD PRIOR TO FABRICATION. P ROFFss� 6. NO BACK CHARGES WILL BE ACCEPTED WITHOUT PRIOR AUTHORIZATION IN WRITING. V�S� GIN /� 7. ALL SCREWS USED FOR ASSEMBLY OF RAILING SHALL BE STAINLESS STEEL OR AL-2000 COATING. 8. EPDXY AND WEDGE ANCHORS REQUIRE SPECIAL INSPECTION. X1834 P 9. 3/8" HALFEN T-BOLT TO BE TORQUED TO 11 FT-LBS; 1/2" HALFEN T-BOLT TO BE TORQUED TO 19 FT-LBS (ALSO MAX). 10. ABBREVIATIONS: VIF = VERIFY IN FIELD, AFF = ABOVE FINISHED FLOOR, FF=FINISHED FLOOR, OREGON ( �6 � UNO = UNLESS NOTED OTHERWISE, +/- = APPROXIMATELY. ,QTR h 199 R.R, G r=XF I RAS= 6-30-21 ARCHITECT, ENGINEER AND CONTRACTOR NOTES: THESE SHOP DRAWINGS, WHEN APPROVED, SHALL BE DEEMED AS AN ACCURATE INTERPRETATION OF RAILING SUBMITTAL PACKAGE THE PROJECT REQUIREMENTS, AND SUCH APPROVAL SHALL CONSTITUTE AUTHORIZATION TO PROCEED WITH THE SHOP FABRICATION, AND CHANGES REQUESTED SUBSEQUENT TO THE APPROVAL DATE MUST BE SUBMITTED IN WRITING AND ARE SUBJECT TO THE APPROVAL OF PRECISION RAIL OF OREGON. MAT'L PARTS MATERIAL SPECIFICATIONS PRECISION RAIL OF OREGON ASSUMES NO RESPONSIBILITY FOR WORK AND/OR ERRORS INCURRED BY OTHER TRADES THROUGH THE USE OF THESE SHOP DRAWINGS. ALUMINUM EXTRUDED SECTIONS ASTM B221 , 6005-T5 SHOP DRAWINGS NOT TO BE SCALED FOR CRITICAL DIMENSIONS, ALL DIMENSIONS AND BUILDING COVERS, CAPS & BASE PLATES ASTM B221 , 6061 -T6 MATERIALS ARE TO BE VERIFIED AND COORDINATED BY THE GC WITH APPLICABLE ARCHITECTURAL AND STRUCTURAL DRAWINGS. STEEL ANCHOR BOLTS, NUTS & ASTM A307 ALL MATERIALS PROVIDED BY OTHERS TO WHICH PRECISION RAIL OF OREGON'S RAILS ARE TO BE ANCHORED MUST BE STRUCTURALLY SOUND AND CAPABLE OF SUPPORTING THE WEIGHTS AND WASHERS REACTIONS OF THE BALCONY RAILING SYSTEM UNDER MAXIMUM DESIGN LOADS. STAINLESS TYPICAL SMS SCREWS ALLOT GROUPS 1 , 213 AND 5 STEEL CONDITION A II BOLTS A304 MINIMUM REVISIONS PROJECT NAME: ARCHITECT: SHEET NO, Tm Precision Rail of Oregon DATE: 8/4/20 SUMMER CREEK APARTMENTS MORRISON HERSHFIELD SCALE: 10735 SE Foster Rd AS SH OWN SUMMER CREEK APARTMENTS CONTRACTOR: Portland, OR 97266 DRAWN: STM COVER CHECKED:CHECKED TIGARD, OREGON CHARTER CONSTRUCTION 5 ��ED PRaFF'�� A7 1834 P lop OREGON EQ EQ � 19 , R R' W G�� 1 2 EXP I RES= 6-30-21 A7 A7 ui 1 A8 1 Lu A10 20 1 � A9 1 A8 1 %" SCHEDULE 40 4— GRABRAIL INSTALLED IN 3' 1 REF BUILDING FRONT CORNER STAIR BALCONY 4" CORE HOLE AT DWG SCALE: 3/8" = 1'-0" PLAN BOTTOM OF STAIRS REVISIONS PROJECT NAME: ARCHITECT: SHEET NO. Tnn Precision Rail of Oregon DATE: 8'4'20 SUMMER CREEK APARTMENTS MORRISON HERSHFIELD SCALE: 10735 SE Foster Rd AS SHOWN BUILDING ENVELOPE REHABILITATION CONTRACTOR: Portland, OR 97266 DRAWN: STM Al CHECKED:CHECKED TIGARD, OR CHARTER CONSTRUCTION ,��UCTU PROFFss 1834 P l EQq EQ OREGON 199 1� �� cU LU FiQ R. Gp�, 0000 1 2 A7 A7 EXPIRES= 6-30-21 Ensure gap is less than 4" LU Would it be possible to make this 1 connection A$ continuous? LU 1 A10 20 1 LU A9 1 A8 C% 4- 31 1 REF BUILDING FRONT STAIR BALCONY DWG SCALE: 3/8' = 1'-0" PLAN REVISIONS PROJECT NAME: ARCHITECT: SHEET NO. TM Precision Rail of Oregon DATE: �ns 8'4'20 SUMMER CREEK APARTMENTS MORRISON HERSHFIELD SCALE: 10735 SE Foster Rd AS SHOWN BUILDING ENVELOPE REHABILITATION CONTRACTOR: Portland, OR 97266 DRAWN: STM A2 cHECKED:CHECKED TIGARD, OR CHARTER CONSTRUCTION UCT U& I PRUfFs�,� G' Ne A. 1834 P l OREGON co Fd Q h 19 EXPIRES= 6-30-21 1 A6 M - N rT� 2 A6 A6 8' V.I.F. EQ EQ 1 REF BUILDING FRONT OVER GARAGE BALCONY DWG SCALE: 3/4" = V-0" PLAN REVISIONS PROJECT NAME: ARCHITECT: SHEET NO. Precision Rail of Oregon rrw DATE: SCALE: 8'4'20 SUMMER CREEK APARTMENTS MORRISON HERSHFIELD 10735 SE Foster Rd AS SHOWN BUILDING ENVELOPE REHABILITATION Portland, OR 97266 DRAWN: STM CONTRACTOR: A3 CHECKED:CHECKED TIGARD, OR CHARTER CONSTRUCTION C T U,t PROFFSJ, GIN 1834 P l OREGON 199 % w A7 EXP I RAS= 6-30-21 Ensure gap is less than 4" CO > Ensure gap is less than 4" C3 A7 -T , > 1 2 1 C, > A7 N A7 A7 12'-6" 100 V.I.F. EQ EQ EQ 1 REF BUILIDNG BACK CORNER BALCONY DWG SCALE: 3/4" = V-011 PLAN REVISIONS PROJECT NAME: ARCHITECT: SHEET NO. � Precision Rail of Oregon DATE: Z� 8'4'20 SUMMER CREEK APARTMENTS MORRISON HERSHFIELD 10735 SE Foster Rd SCALE: AS SHOWN Portland, OR 97266 DRAWN: BUILDING ENVELOPE REHABILITATION CONTRACTOR: STM A4 CHECKED:CHECKED TIGARD, OR CHARTER CONSTRUCTION UCTU& PROFFs�� 1834 P l OREGON Co Fd ~�h 19 , FiQ R. EXP I RES= 6-30-21 1 A7 o u- M See comments from previous sheet. 1 2 A7 � A7 1 2 1 C, A7 A7 y _ 13' V.I.F. EQ EQ EQ 1 REF BUILDING BACK BALCONY DWG SCALE: 3/4" = 1 '-0" PLAN REVISIONS PROJECT NAME: ARCHITECT: SHEET NO. TM Precision Rail of Oregon DATE: 8'4'20 SUMMER CREEK APARTMENTS MORRISON HERSHFIELD SCALE: 10735 SE Foster Rd AS SHOWN BUILDING ENVELOPE REHABILITATION CONTRACTOR: Portland, OR 97266 DRAWN: STM A5 Z� CHECKED:CHECKED TIGARD, OR CHARTER CONSTRUCTION POST CAP AT END AND CORNER POSTS, IPF AT INTERMEDIATE POSTS TR375 W/ PICKET VINYL C T UR 2 8" SQUARE POST PROFF�� N EF s'o 1834 P � ,a OREGON M %" SQUARE PICKET 0 0� (CUSTOM PICKET HEIGHT IN ORDER 19 , ��,� TO MAINTAIN 2" GAP AT BOTTOM RAIL) EXP I RES= 6-30-21 BR100 W/ PICKET VINYL & 100 SERIES RCB 6" FASCIA BRACKET ATTACHED W/ (4) N %"X5" FULLY THREADED LAG SCREWS. F 7 F low ® 0 0 Please confirm that 77 this is not shown in drawing . How often? 4X OR (2) 2X BLOCKING ANCHORED 5-0" MAX SPACING BACK TO THE JOISTS W/ DTT2Z ANCHORS OR SDS SCREWS INTO END AND A35'S 1 REF BALCONY OVER GARAGE GUARDRAIL REF DETAIL TITLE - DWG SCALE: 1 1/211 = 11-011SECTION 2 DWG SCALE: 1 1/2 V-011 ELEVATION REVISIONS PROJECT NAME: ARCHITECT: SHEET NO. TIM Precision Rail of Oregon DATE: 8'4'20 SUMMER CREEK APARTMENTS MORRISON HERSHFIELD SCALE: 10735 SE Foster Rd AS SHOWN BUILDING ENVELOPE REHABILITATION CONTRACTOR: Portland, OR 97266 DRAWN: STM A6 CHECKED:CHECKED TIGARD, OR CHARTER CONSTRUCTION POST CAP AT END AND CORNER POSTS, IPF AT INTERMEDIATE POSTS TR375 W/ PICKET VINYL PR�OFFs�� G 1 N r 2 8" SQUARE POST lop ` 1-834 P l co OREGON Co M ~0h 19 , 1�' FiQ R. G��, 8" SQUARE PICKET (CUSTOM PICKET HEIGHT IN ORDER EXFIiRES= 6-30-21 100 TO MAINTAIN 2" GAP AT BOTTOM RAIL) BR100 W/ PICKET VINYL & 100 SERIES RCB 4X OR (2) 2X BLOCKING ANCHORED CNBACK TO THE JOISTS W/ DTT2Z ANCHORS OR SDS SCREWS INTO END A35'S I� 6" FAS A BRACKET ATTACHED W/ (4) I� %"X5" F LLY THREADED LAG SCREWS. i Please confirm that this is not shown in drawing. How often? 5'-0" MAX SPACING 711 1 REF FRONT ENTRY LANDINGS / GUARDRAIL OVER PATIO ^ EF DETAIL TITLE DWG SCALE. 1 1/2" 1 0 SECTION L DWG SCALE. 1 1/2" - V-011 ELEVATION REVISIONS PROJECT NAME: ARCHITECT: SHEET NO. TM Precision Rail of Oregn DATE: 8'4'20 SUMMER CREEK APARTMENTS MORRISON HERSHFIELD 10735 SE Foster RdoSCALE: AS SHOWN BUILDING ENVELOPE REHABILITATION CONTRACTOR: Portland, OR 97266 DRAWN: STM A7 Z� CHECKED:CHECKED TIGARD, OR CHARTER CONSTRUCTION 1%" POST CAP AT END AND CORNER POSTS, IPF AT INTERMEDIATE POSTS 3%" TR375 W/ PICKET VINYL 1 %" SCHEDULE 40 GRABRAIL W/ GRABRAIL BRACKET O WALL SIDE OPEN AIR SIDE CTU T UR,9 PROFfSf� 2 %" SQUARE POST 1834 P l co co OREGON "' "' 19 , �� M %" SQUARE PICKET FR R. G�� (CUSTOM PICKET HEIGHT IN ORDER TO MAINTAIN 2" GAP AT BOTTOM RAIL) EXP I i�ES= 6-30-21 i BR100 W/ PICKET VINYL & 100 SERIES RCB 3"X STAIR STRINGER BY OTHERS CN N "X3"X8 ANGLED BASE PLATE ATTACHED W/ (4) %"X6" FULLY THREADED LAG SCREWS. 0 0 0 0 1[ -7 ��t Il- Y4 TYP 3 TYP 1 REF STAIR GUARDRAIL W/ GRABRAIL DWG SCALE: 1 1/2" = V-0" SECTION REVISIONS PROJECT NAME: ARCHITECT: SHEET NO. TM DATE: Precision Rail of Oregon SCALE: Z� 8/4/20 SUMMER CREEK APARTMENTS MORRISON HERSHFIELD 10735 SE Foster Rd AS SHOWN BUILDING ENVELOPE REHABILITATION Portland, OR 97266 DRAWN: STM CONTRACTOR: A8 cHECI<ED:CHECKED TIGARD, OR CHARTER CONSTRUCTION UCTU& ) PRoFFs�� 1834 P l OREGON 5-0" MAX SPACING �O ~�h 19 - F,� R. EXP I RES= 6-30-21 1 REF STAIR GUARDRAIL W/ GRABRAIL DWG SCALE: 3/4" - V-0" ELEVATION REVISIONS PROJECT NAME: ARCHITECT: SHEET NO. TM Precision Rail of Oregon DATE: 8'4'20 SUMMER CREEK APARTMENTS MORRISON HERSHFIELD 10735 SE Foster Rd SCALE: AS SHOWN Portland, OR 97266 DRAWN: BUILDING ENVELOPE REHABILITATION CONTRACTOR: STM A9 cHECKED:CHECKED TIGARD, OR CHARTER CONSTRUCTION 1 , 2 A10 CTU 1,00, PRO10 FFs�� 5-0" MAX SPACING GIN �F� 9 ti 1834 P l ��F ,0 4, OREGON X64 ��h 19 EXP 1 fRE5= 6-30-21 �, / 3%" loe V.1 F. 1 J j _ J Co j M M M 1 REF STAIR GUARDRAIL W/ GRABRAIL 2 REF STAIR GUARDRAIL W/ GRABRAIL DWG SCALE: 3/4 V-011 ELEVATION DWG SCALE: 3/4 V-011 ELEVATION REVISIONS PROJECT NAME: ARCHITECT: SHEET NO. nm Precision Rail of Oregon DATE: 8'4'20 SUMMER CREEK APARTMENTS MORRISON HERSHFIELD SCALE: 10735 SE Foster Rd AS SHOWN BUILDING ENVELOPE REHABILITATION CONTRACTOR: Portland, OR 97266 DRAWN: STM A10 CHECKED:CHECKED TIGARD, OR CHARTER CONSTRUCTION