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Plans I 5�$$DARc�r MEININGER RESIDENCE OFFICE COPY • EEIVEC DANIELay VALIDITY OF PERMIT NAY 12 2022 •• PORTLAND,OR • THE ISSUANCE OF A PERMIT PERMIT SET - 4/21 /22 ea i Y OF TIGARD -„,,, ,G BASED ON CONSTRUCTION 3I4IILDING DIVISIONDOCUMENTS AND OTHER IV DATA SHALL NOT PREVENT � � R�pI"®Ved pI%�' SHEET INDEX V� Q Jld THE CODE OFFICIAL FROM • REQUIRING THE CORRECTION Shall be On job Site o 0 P TECTURAL OF ERRORS.ORSC 105.4 • AAOOR COVER,PLANS,SCHEDULES Al ELEVATIONS,DETAILS Sin „_J WINDOW A HEADER CALCULATIONS SCOPE I I ADDITION OF NEW WINDOWS AT SIDE OF I -- -- I WINDOW&DOOR GENERAL NOTES ROOF LOADS EXISTING SINGLE FAMILY DWELLING 25 LB SNOW LOAD 15 LB DEAD LOAD � INS OF WORK ALL WINDOWS&DOORS TO COMPLY WITH MINIMUM ENERGY EFFICIENCY REQUIREMENTS PER ORSC CHAPTER 11 I I U-FACTOR MIN OF 0.40 180 PLF - _E HOU<a. I • ALL DOOR GLAZING TO BE TEMPERED PER ORSC SEC R308 I OWNER CONTRACTOR TO VERIFY HARDWARE,OPERATION,FINISHES WITH OWNER 1 1 CARL&KAREN MEININGER _ I HEADER 9517 SW MOUNTAIN VIEW LANE i- q� TIGARD,OR 97224 • • • I Ow. _-Ika 1 R1 R2 ARCHITECT 1 I WINDOW SCHEDULE 360 LB 360 LB BRAMSKE STUDIO ARCHITECTURE LLC • • L - _ — - - I MARK OPERATION WIDTH HEIGHT COUNT HEADER 12746 SE STARK STREET J HEADER:(2)2x6;DFL 62 OR BETTER SPAN:54" PORTLAND,OR 97236 DANIEL BRAMSKE,NCARB • SW MOUNTAIN VIEW LANE A FIXED 4'-6" 3'-6" 2 (2)2x68;(1)JACK AT EACH SIDE MAX ALLOWABLE MOMENT 2,170 LB-FT 503-724-2465 MAX ACTUAL MOMENT:570 LB-FT-26%OF CAPACITY DAN@BRAMSKE.COM SITE PLAN MAX ALLOWABLE SHEAR:2,467LBF CONTRACTOR O 1"-30.-0„ MAX ACTUAL SHEAR 370 LBF-15%OF CAPACITY RENEWAL BY ANDERSEN OF PDX MAX ALLOWABLE DEFLECTION.U360=0.15" 18151 SW BOONES FERRY ROAD MAX ACTUAL DEFLECTION.0.01"-OK PORTLAND,OR 97224 KENDAL DELCARPINE JACK STUDS KENDALD@RBANW.COM NI- (1)2x6 AT EACH SIDE=5.25 S.I.OF BEARING AREA 541�00-9079 ('I 360 LB/5.25 B.I.=69 PSI<7,700 MAX PSI BEARING PARALLEL TO GRAIN r MEASURING TECH:THOMAS ROMANCIUK W co UD- 0 .i Z o I BUILDING CODE 2021 ORSC W Q I,,, LATERAL CALCULATIONS AT EAST EXTERIOR WALL SNOW LOAD 0=, °' 25 PSF U` I CHOSEN WALL BRACING METHOD:CS-WSP(PER ORSC TABLE R602.10A) MN 3/8"THICK PLYWOOD SHEATHING /.//'J� LL.I • a1/4 \ • NAILING AT 6"O.C.AT EDGES,12"O.C.IN FIELD Z '.-\ W Q ZTABLE F0502.10.30)-BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY GENERAL NOTES W 6 j SEISMIC DESIGN CATEGORY: D1 1. BEFORE CONSTRUCTION IS TO BEGIN,THE Ili • KITCHEN SECTIONS OF KITCHEN \-" STORY LOCATION'. 1ST OF 2 STORIES A' BRACED WALL LINE LENGTH: 63' CONTRACTOR IS TO VERIFY THAT ALL ' r WALL TO BE REQUIRED APPROVALS&PERMITS HAVE BEEN Et REMOVED Q MINIMUM TOTAL LENGTH OF BRACED WALL PANELS: 24.3' OBTAINED.THE CONSTRUCTION OR Io- FABRICATION OF ANY BUILDING COMPONENT Z UJ b\ TABLE R602.10.5-MINIMUM LENGTH OF BRACED WALL PANELS MAY BEGIN ONLY AFTER THE CONTRACTOR /� Q METHOD: CS-WSP HAS RECENED PLANS&ANY ADDITIONAL C•) 1 "5 WALL HEIGHT: 9' DOCUMENTS FROM THE PERMITTING&OTHER `/ Z .IF THE CONTRACTOR ADJACENT CLEAR OPENING HEIGHT: 24" REGULATORY AGENCY •Z D _ _ __ L_ - -- MINIMUM PANEL LENGTH' 24" FAILS TO DO SO,THE CONTRACTOR SHALL BE -- 7 At 2 At - RESPONSIBLE FOR ANY RESULTING EXISTING RESIDENCE EXISTING RESIDENCE MODIFICATION OF WORK REQUIRED BY ANY NOT ALL INTERIOR N NOT ALL INTERIOR Iv REGULATORY AGENCY. ELEMENTS SHOWN ELEMENTS SHOWN ACTUAL PROVIDED PANEL LENGTH:CONFIRM(E)OR PROVIDE(N)PANELS,MN 24"WIDE, 21'fi„TOTAL LENGTH _ 2. IF DISCREPANCIES OR INCONSISTENCIES ARE FOUND WITHIN THE DOCUMENTS,THEY SHALL W _ . . BE REPORTED TO THE ARCHITECT&RESOLVED I� • BYI THE ARCHITECT PRIOR TO PROCEEDING CITY �{.�• 7 • WITH WORK N THE AFFECTED AREA. ARD REVIEWED [���7� �pJ�CI jf-`j DOl I G T- ,� '3. IT IS THE RESPONSIBILITY OF THE • • i\li�`lE W liD FOR DE COMP.{.•1L1NCE CONTRACTOR. LTE VERIFY IN THE FIELD ALL PERMIT SET • DIMENSIONS.ELEVATIONS,&EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE to -WORK,ORDERING OR FABRICATION OF ANY .n Approved: C MATERIALS.IF DISCREPANCIES ARE FOUND 4/21/22 BETWEEN THE CONSTRUCTION DOCUMENTS& '^�\ OTC:C• EXISTING CONDITIONS,THEY SHALL BE No. 046. a REPORTED TO THE ARCHITECT&RESOLVED BY • THE ARCHITECT PRIOR TO PROCEEDING WITH 00 Permit#: 2 00 WORK IN THE AFFECTED AREA. ��i f� l�{ 1 4 DIMENSIONS ARE TO FACE OF STRUCTURAL OR b ��J L > FRAMING MEMBERS,U.N.O. LO `1-- - . `� Et, y r ao •.� WHERE IT IS CLEAR THAT A DRAWING ,ri Address: 1S Slrr IY�.o1rr+k,� U{, �1 N- • •i_ i 1 r I' \ ..{{jj REPRESENTS ONE ITEM OF A NUMBER,OR 1 J Suite '/'/': a ONLY A PART OF AN ASSEMBLY,THE OTHER WORK SHALL BE CONSTRUCTED REPETITIVELY. N `LINE OF LINE OF L-- ' J ROOF ABOVE L 1 J ROOF ABOVE ��� �� 6. BUILDING PERMIT APPLICANT MAY ADD NOTES ED N By: Date: AS REQUIRED BY THE BUILDING OFFICIAL TO COVER,PLANS, /1 EXISTING FLOOR PLAN PROPOSED FLOOR PLAN OBTAIN A PERMIT,PROVIDED THE ARCHITECT SCHEDULES \l ® 1/6„=1-0 - OF RECORD IS NOTIFIED OF SUCH CHANGES. N AO 1 t t S'SY 'lj 8' DANIEL '� W BRAMSKE A --- --'D -1 • PORTLAND,OR • `5. 6769 0' ' �\ OF O- !f w wag E. ,----'"--"- �-AB ER WALL TO I . 6E REMOVED rn v LINE OF VAULT,, J � �� AT INTER OR i TOP PLATE 9_a' I (E)EXTERIOR WALL ASSEMBLY I i (E)CEILING ASSEMBLY (2)2x HEADER-1/7 1ST FLOOR n PWD FILLER AS REQ'D S.M.FLASHING- WD TRIM-MATCH(E) UNDER WRB OEXISTING EAST ELEVATION ®SECTION AT HEADER 1/4"=1'-0" 1 1/2"=1'-0" N N U - z o w Q 0 (/) w z w © (E)TOPPLATE N 'LINE OF VAULT, }- li W AT INTERIOR '-, (1)OS W TOP PLATE _�_.. / �..R.O. / Z r, s cQc Z wco VERIFY VERIFY G IS)) (E1 CS-WSP (E)CS-vVSP PANEL PANE` I 1— —I 1ST FLOOR - LOOR PERMIT SET 2r-o s'_7,. k 4/21/22 a2 PROPOSED EAST ELEVATION 4 WINDOWS FRAMING ELEVATION AT NEW No. ore. JV4„=1'-0„ - 1/2"=1.-0„ CO Lf) LC) N N N ELEVATIONS, O DETAILS N N Al