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Plans (10) GENERAL STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA: Olti 1. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE 2014 OREGON RESIDENTIAL SPECIALTY 1. LIVE LOADS(REDUCIBLE,UNO): CODE AND ASCE 7-10. ROOF,UNIFORM: 20 PSF 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE STRUCTURAL WORK WITH THE FLOOR 40 PSF CONTRACT DOCUMENTS,AS WELL AS ANY OTHER APPLICABLE TRADES. SNOW 25 PSF «s. , 3. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD MEASURED W' DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, 2. DEAD LOADS(ACTUAL DEAD LOADS SHALL BE INDEPENDENTLY DETERMINED): C R E E CONTACT THE ENGINEER FOR CLARIFICATION. ROOF: 12 PSF 4. ASSUME EQUAL SPACING BETWEEN ESTABLISHED DIMENSIONS,IF NOT INDICATED OTHERWISE FLOOR: 16 PSF FORENSICS ON DRAWINGS. WALLS: 15 PSF 5. CENTERLINES OF COLUMNS AND FOUNDATIONS COINCIDE WITH GRID LINE INTERSECTIONS, UNO. CENTERLINES OF WALLS AND GRADEBEAMS COINCIDE WITH CENTERLINES OF 3. WIND DESIGN INFORMATION 4636 N.WILLIAMS AVE. FOUNDATIONS,UNO. MAIN FORCE RESISTING SYSTEM: PORTLAND,OR 97211 6. CENTERLINES OF FRAMING MEMBERS COINCIDE WITH COLUMN CENTERLINES,UNO. BASIC WIND SPEED: 110 MPH(3 SEC GUST) WWW.CASE4N6.COM 7. SPECIFIC DETAILS SHALL GOVERN OVER TYPICAL NOTES AND DETAILS. IN CASE OF CONFLICT EXPOSURE CATEGORY: C PHONE: (503)736-1106 BETWEEN DRAWINGS AND/OR SPECIFICATIONS AND OTHER DISCIPLINES,CONTRACTOR SHALL OCCUPANCY CATEGORY: II FAX: (503)736-1051 NOTIFY THE ENGINEER AND OBTAIN CLARIFICATION PRIOR TO CONTINUING WORK. INTERNAL PRESSURE COEFFICIENT: ±0.55 8. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN OR NOTED. 9. APPLY DETAILS,SECTIONS,AND NOTES ON THE DRAWINGS WHERE CONDITIONS ARE SIMILAR 4. SEISMIC DESIGN INFORMATION: TO THOSE INDICATED BY DETAIL OR NOTE. 5,: 0.966 g = 10.THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE EXISTING Si: 0.423 N O ' STRUCTURE DURING CONSTRUCTION,INCLUDING BUT NOT LIMITED TO BRACING,SHORING, Sus: 0.7170 CC ~ ETC. g .::C N s Sos: 0.445 g d 11.IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL OSHA REQUIREMENTS AS THEY .. a O SITE CLASS: D APPLY TO THIS PROJECT. OCCUPANCY CATEGORY: II CCoc oc 12.THE DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION. IT IS THE CONTRACTOR'S SEISMIC DESIGN CATEGORY: D L.L.1 O Z RESPONSIBILITY FOR ALL MEANS AND METHODS OF CONSTRUCTION. IMPORTANCE FACTOR(I): 1 V c w 13.CONSTRUCTION MATERIALS WHEN PLACED ON STRUCTURE SHALL BE DISTRIBUTED SUCH THAT WOOD BEARING WALL SYSTEM: R=6.5 Z ce Q an THE LOADS DO NOT EXCEED DESIGN LIVE LOADS. LJ.J cO Equivalent Lateral Force Procedure — 14.ALL CONSTRUCTION IS EXISTING(E)UNLESS INDICATED AS NEW(N). f- Cs= 0.1103 -f-- 15.THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING Lon � G WORK. WHERE EXISTING CONDITIONS VARY FROM THOSE SHOWN ON THE DRAWINGS,THE W z IY c r, ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUING CONSTRUCTION ON SUBJECT CONDITIONS. Z O 16.ALL EXISTING CONNECTIONS AT ELEMENTS TO BE REPLACED SHALL BE REPLACED OR O I— = REATTACHED TO MATCH EXISTING CONDITIONS. lel Q ., 17.THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES t C ,, G WHETHER OR NOT SHOWN ON THE DRAWINGS. THE LOCATION OF ANY EXISTING ABBREVIATIONS: "'PJ M `L UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR 2.= N z SHALL IMMEDIATELY NOTIFY THE OWNER AND ENGINEER SHOULD ANY UNIDENTIFIED AS ANCHOR BOLT HD HOEDOWN '1— — CONDITIONS BE DISCOVERED. ADDL ADDITIONAL HDR HEADER 18. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM FAILURE TO BLKG BLOCKING HGR HANGER ACCURATELY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES. BM BEAM HORIZ HORIZONTAL `y BN BOUNDARY NAILING LLH LONG LEG HORIZONTAL o` 3`1,1,r BOTT BOTTOM LLV LONG LEG VERTICALOkr %1R- C CAMBER MAX MAXIMUM CL CENTER LINE MIN MINIMUM . K. /,,,, CLR CLEAR (N) NEW '+ COL COLUMN OC ON CENTER CONC CONCRETE OH OPPOSITE HAND 1pk` ^r CONN CONNECTION OPP OPPOSITE 74 k CONT CONTINUOUS PL PLATE DBL DOUBLE PSF POUNDS PER SQUARE FOOT SPINS 06-30-2017 DIA DIAMETER REQD REQUIRED ---_- (E) EXISTING (5) SIMPSON PER SIMPSON STRONG TIE CO. EA EACH SHTHG SHEATHING CASE Na: 2674016 EF EACH FACE SIM SIMILAR PREPARED BY: SKH ELEV ELEVATION SMS SHEET METAL SCREW DRAWN BY: SKH EN EDGE NAILING STGRD STAGGERED REVIEWED BY: MAB EW EACH WAY T&B TOP AND BOTTOM DATE: September B,2016 FN FIELD NAILING TYP TYPICAL FTG FOOTING UNO UNLESS NOTED OTHERWISE DRAWING Na: GA GAGE VERT VERTICAL S f' O GLB GLU-LAMINATED BEAM WP WORK POINT S2 MAIOOD FRAMING NOTES: NAILING SCHEDULE NOTES: 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS-FIR LARCH(DF)WITH MINIMUM GRADES AS 1. NAIL SPACING SHALL NOT BE LESS THAN REQUIRED PENETRATION. EDGE AND END DISTANCES SHALL `pb SPECIFIED BELOW,UNO. NOT BE LESS THAN N THIS SPACING.ALL SPACING,EDGE,AND END DISTANCES SHALL BE SUCH AS TO ..a. SILL PLATES @ LOAD BEARING WALLS PRESSURE TREATED DOUGLAS FIR#2AVOID SPLITTING OF THE WOOD. HOLES FOR NAILS,WHERE NECESSARY TO PREVENT SPLITTING, b. STRUCTURAL FRAMING 2"104"THICK,2"104"WIDE N0.2SHALL BE BORED ATA DIAMETER SMALLER THAN THAT OF THE NAILS.FASTENING IN THE SCHEULE IS -MINIMUM REQUIRED,UNO ON DRAWINGS. NAILS IN THE SCHEUDLE BELOW SHALL BE COMMON c. STRUCBEAMS 5"AL ND AMING 2"TO 4"THICK,5"AND WIDER NO.1 NAILS,UNO. C R E E d. BEAMS 5"AND THICKER NO.1(UNO) a. 8d COMMON NAILS:2 N"X 0.131" e. POSTS NO.1(UNO) b. 16d COMMON NAILS:3 N"X 0.162" 2. LUMBER(DF)SHALL BE GRADED BY THE WESTERN WOOD PRODUCTS ASSOCIATION. c. 20d COMMON NAILS:4"X 0.192" FORENSICS 3. ONLY LOAD BEARING AND SHEAR WALLS ARE SHOWN,UNO.SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING PARTITION WALLS. CONNECTION FASTENING LOCATION 4636 N.WILLIAMS AVE. 4. ALL WALLS ARE 2X6 STUDS @ 16"OC,UNO. JOIST TO SILL OR GIRDER (3)8d TOENAIL PORTLAND,OR 91217 5. ALL EXTERIOR WALLS SHALL BE COMPLETELY SHEATHED WITH SHEATHING AND NAILING PER BRIDGING 70101ST (2)8d TOENAIL EACH END WWW.(ASE4N6.COM 1"a 6"SUBFLOOR OR LESS TO EACH (2)8d FACE NAIL PHONE: (503)736-1106 TYPE"A"ON THE SHEARWALL SCHEDULE UNO ON PLANS.ALL SHEATHING ON EXTERIOR WALLS JOIST SHALL BE 15/32"APA RATED SHEATHING,EXPOSURE-1(32/16). FAX (503)736-1051 WIDER THAN 1"x 6"SUBFLOOR TO (3)8d FACE NAIL 6. INTERIOR SHEATHED WALLS AS NOTED ON PLANS SHALL BE SHEATHED WITH MINIMUM 3/8" EACH JOIST APA RATED SHEATHING,EXPOSRUE-1(24/0). 2"SUBFLOOR TO JOIST (2)16d BLIND AND FACE NAIL 7. ALL JOINTS IN STRUCTURAL WALL SHEATHING IS TO OCCUR OVER 2"NOMINAL STUDS OR SOLE PLATE TO JOIST OR BLKG 16d @ 16"OC TYP FACE NAIL Z BLOCKING,UNO. TOP PLATE TO STUD (2)164 END NAIL = C7 8. FLOOR AND ROOF SHEATHING SHALL HAVE A 1/8"GAP PROVIDED BETWEEN ADJACENT PANELS. STUD TO SOLE PLATE (4)Sd TOENAIL �- SEE PLANS FOR REQUIRED NAILING. (2)16d END NAIL Q w O Cl- DOUBLE STUDS 16d @ 24"OC FACE NAIL IJ-1 a ,N,, 9. TIMBERS 4"NOMINAL IN THE LEAST DIMENSION SHALL NOT CONTAIN BOXED HEART. DOUBLE TOP PLATES 16d @ 16"OC TYP FACE NAIL CC z z 10.ALL WOOD BEARING ON MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. BLKG BETWEEN JOISTS OR RAFTERS TO (3)8d TOENAIL 1O I-1-1 Z 11.END CUTS AND HOLES IN PRESSURE TREATED LUMBER SHALL BE TREATED. TOP PL V C z 12.MOISTURE CONTENT OF SAWN LUMBER SHALL NOT EXCEED 19%WHEN SHEATHING IS APPLIED. RIM JOIST TO TOP PL (3)8d TOENAIL Z a v.., W C7 ALL BEAMS AND JOISTS SHALL BE SEAT CUT FOR FULL UNIFORM BEARING AT SUPPORTS, TOP PL,LAP AND INTERSECTIONS (2)16d FACE NAIL i INCLUDING BEAM SEATS AND COLUMN CAPS,UNO. CONTINUOUS HEADER,2 PIECES 16d @ 16"OC ALONG EDGE 1-' 13.STRUCTURAL MEMBERS SHALL NOT BE CUT OR NOTCHED FOR PIPES,CONDUITS,ETC.UNLESS CEILING JOIST TO TOP PL (3)8d TOENAIL 1.01 W SPECIFICALLY NOTED OR DETAILED. CONTINUOUS HEADER TO STUD (4)8d TOENAIL CC p C7 14.BORED HOLES EXCEEDING ONE THIRD(1/3)THE WIDTH OF THE MEMBER BEING PENETRATED CEILING JOISTS,LAP OVER PARTITION (3)16d FACE NAIL Z O CEILING JOISTS TO PARALLEL RAFTERS (3)16d FACE NAIL Q = SHALL NOT BE PLACED IN STUDS SHALL UNLESS FULLY DETAILED ON THE DRAWINGS. HOLES RAFTER TO PL (3)8d TOENAIL V1 = v, NOT EXCEEDING ONE THIRD(1/3)OF THE WIDTH OF A STUD SHALL BE NEATLY BORED AND BUILT-UP CORNER STUDS 16d @ 24"OC CI- BUILT-UP SHALL BE LOCATED IN THE CENTER OF THE MEMBER BEING PENETRATED. N d' BUILT-UP GIRDER AND BEAMS 20d @ 32"OC FACE NAIL AT TOP AND V., � Q 15.BORE HOLES FOR BOLTS 1/16 INCH LARGER THAN THE NOMINAL BOLT DIAMETER. BOTT,STAGGER OPP • O M 16.ALL NAILS SHALL BE COMMON WIRE FULL ROUND HEAD NAILS.16D SINKER NAILS MAYBE SIDES d n SUBSTITUTED FOR 16D COMMON NAILS AT ROUGH FRAMING UNO.PNEUMATICALLY DRIVEN (2)20d FACE NAIL @ ENDS NAILS ARE ACCEPTABLE. NAILS MUST NOT BE OVERDRIVEN.ALL NAILS INTO PRESSURE TREATED MATERIAL TO BE HOT DIP GALVANIZED. tit SHORING AND DEMOLITION NOTES OA P 17.PROVIDE APPROVED CROSS BRIDGING AT 8 FOOT ON CENTER FOR JOISTS AND RAFTERS LARGER 4 t�•T. 04, THAN 6 INCHES IN DEPTH. 1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION AND THE INTEGRITY AND STABILITY OF THE EXISTING STRUCTURE DURING DEMOLITION UNTIL THE WORK IS 14 COMPLETED. n , /77 2. THE CONTRACTOR SHALL PROVIDE THE MEANS AND METHODS OF FOR THE DESIGN, WI I APPROVALS, PERMITS, INSTALLATION AND MONITORING OF ALL TEMPORARYMOM SHORING AND BRACING AS REQUIRED TO SUPPORT EXISTING FRAMING WHERE SUPPORT ELEMENTS ARE TO BE REMOVED. p If 00" 3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS TO ANY STRUCTURAL ELEMENTS WHICH ARE TO REMAIN AND THAT HAVE BEEN DAMAGED DURING THEORM l i-30-2017 DEMOLITION PROCESS TO THE APPROVAL AND SATISFACTION OF THE ENGINEER -- - -- - PRIOR TO REPAIRING DAMAGED ELEMENTS.THE REPAIRS SHALL BE AT NO EXPENSE TO THE OWNER. CASE No: 2674016 4. THE CONTRACTOR SHALL USE QUALIFIED AND EXPERIENCED PERSONNEL FOR PREPARED BY: SKH DEMOLITION AND REMOVAL OPERATIONS. PERFORM DEMOLITION AND REMOVAL DRAWN BY: SKH OPERATIONS IN A CAREFUL AND ORDERLY MANNER TO PREVENT HAZARDS TO REVIEWED BY: MAB PERSONS,DAMAGE TO PROPERTY,AND THE SPREADING OF DUST AND DEBRIS. DO DATE: September 6,2016 NOT PERMIT PORTIONS OF THE STRUCTURE TO FALL NOR DEBRIS TO DROP EXCEPT BY METHODS WHICH WILL INSURE INTEGRITY OF THE STRUCTURE. 5. DO NOT REMOVE MORE OF THE EXISTING STRUCTURE THAN INDICATED ON DRAWING No: CONTRACT DOCUMENTS. DO NOT DAMAGE, MAR, CUT OR DEFACE THE S2.1 REMAINING STRUCTURE OR MATERIALS TO BE REUSED. I SEE ELEVATIONS FOR a '''''.7 APPROXIMATE LIMITS OF GREE DAMAGE S4 FORENSICS grf ( , 4636 N.WILLIAMS AVE. PORTLAND,OR 97217 "1 PI I —. WWW.CASE4N6.COM PHONE: (503)736-1106 = I I FAX: (503)736-1051 II GARAGE 4.01 Z I Q N Ire d ^ O Ak> I 11 Ce I W Z MP L © z W t9 -cr Lel GARAGE ® o W oe ,re 0 LD Z Z a a I O t." Z 2 1 Q v LIVING SPACE �-' Q r. WO M I aCe E— a / I M K. ,:n 4: r •' MO 06-30-2017 LIVING SPACE CASE No: 2674016 PREPARED BY: SKH jj/�, / DRAWN BY: SKH j ii„ REVIEWED BY: MAB L1 DATE: September 8,2016 2. PARTIAL FLOOR PLAN 1 . FLOOR PLAN 3/32"=1'-0" DRAWING No: S3 (E)PLYWOOD SHEATHING AND SIDING SYSTEM CRE E FORENSICS _\, 4636 N.WILLIAMS AVE. PORTLAND,OR 97217 — WWW.CASE4N6.COM — — — \ PHONE (503736-156 \ F � FAX: (503))736-10051 %/ A -\ /E — _ _ _ — (N)4"X12"SOLID c �� WOOD BLOCKINGcc No (E))METAL STRAP ANCHORS W CC ���N RECONNECT TO NEW WOOD POSTS u., O z 1%2"PLYWOOD SHEATHING „ r ��I' AND(E)HEADER BEAM. USE(N) z Q EN=10d AT 4"O.C. I 10-16d NAILS PER LEG OF METAL c FN=10d AT 12 O.C. STRAP. (20 NAILS TOTAL PER STRAP) v+ W SOLID BLOCKING AT PANEL k I-1-1ce JOINTS (E)2"X4"TOP PLATES 4"X6"POST Z o a (E)CONCRETE ` O Q , SLAB ON GRADE ';', ;;, 2"X4"BOTTOM PLATE (E))METAL STRAP ANCHORS y a (E)Y2"TREATED PLYWOOD SILL RECONNECT TO NEW WOOD c O POSTS. USE (N)1016d NAILS PLATE BEARING ON CONCRETE SIMPSON MSTA24 ANCHOR CENTERED ON EACH a 1- c-4 ee CURB.(2)2"X4"WOOD STUD tt VERTICAL FACE OF EACH TOP PLATE SPLICE PER STRAP STAGGERED. FOR BOTTOM PLATES BEARING ON ALTERNATE FASTENER USE TOP 0F%"TREATED PLYWOOD. (E)4X12 WOOD HEADER BEAM" i rSIMPSON#10 SD CONNECTOR410 molt ► ,-A- 1 �°7 m7. ' SCREWS IN PLACE OF NAILS. i�, (2)2"X4"TOP PLATES 4„ `ItiR� K. i (E)6"CONCRETE "0 CURB MONOLITHIC — ..... - (E)% TREATED PLYWOOD SILL �® ORION WITH FOUNDATION I PLATEBEARING ON CONCRETE 41,',,.,, -'44. CURB TO BE RERUSED. BEAR -*T4,K too." POST DIRECTLY ON TREATED 810" DAINS 2 06-30-2017 PLYWOOD PLATE. 0-- -- / 'll CASE Na: 2674016 APPROXIMATE DAMAGE LIMITS DREPAREDBY: SKH DRAWN BY: SKH REVIEWED BY: MAB DATE: September 8,2016 1 . NORTH ELEVATION AT GARAGE 3/8"=1'-0" DRAWING No: S4 .. _ . .. . .. . r elk, . . . .... - , ,, ,.. 1 , Fl fi 4..i44-'- 4 , .. . , 4 -,...;:3,,A,„ • oir_,!, f .„....,.4 , ,,,,,),-' SEE NORTH ELEVATION FOR FRAMING OF CRE E GABLE END AND MAIN GARAGE VEHICLE 2X8 WOOD FORENSICS ENTRY AREA. BLOCKING 4636 N.WILLIAMS AVE. (E)2X8 RAFTER AT 24"O.C.WITH SIMPSON MSTA24 ANCHOR CENTERED ON EACH PORTLAND,0R 97217 SIMPSON A35 WWW.CASE4N6.COM VERTICAL FACE OF EACH TOP PLATE SPLICE NEW SIMPSON A34 ANCHOR PHONE: (503)736-1106 NEW WALL FRAMING EXISTING NON-DAMAGED WALL FAX: (503)736-1051 / (E)2X12 CEILING JOIST AT 24"O.C. WITH NEW SIMPSON A34 ANCHOR __1 1 I 1 yy - N o ? ±I�> 11l f ( i1 d 15/32"PLYWOOD SHEATHING r r•=: 'zl �''s'`� mai, . CV o EN=10d AT 6"O.C. -,,;-� , .**y�;.s.r ` ^; maw s —— —— —— —— —— FASTEN EXISTING WALL STUD AT p_ FN=lOdAT 12"0.C. .':',1$10%.:111.1141..4.0;•' ossa "( ,.,_I z _ S SPLICE TO NEW WALL STUD AT o 5,1.,r ''"'.r SOLID BLOCKING AT PANEL JOINTS `. n^,; ; ;`F `; �: ? �2.e`_' y I —— ———— — — SPLICE WITH 16d AT 9"O.C. ce 44/52 `C^.r; , ' >r � , -- - MAXIMUM ,Z„, C4 ”, }rh •c}t -y`tL: 't}�:+'inti — f=1 •�'a-' ' """'1 ''-+ —_——— ———— — E PLYWOOD SHEATHING W 7- � 2X4STUDS ,ti, -l�S: 1' _ () f= i, p�16"O.C. ' ^' ``'� ,' — _—— ——— AND SIDING SYSTEM Z o ';':43"::'i.. 4,. q* — 1 11 O z x r i'` �'rr^S.7 (E)/ TREATED PLYWOOD SILL Lel +.. ' —— — — PLATE BEARING ON CONCRETE a Z '.� CURB.(2)2"X4"WOOD STUD W S 0 ANCHOR BOLTS TO BE Y� —— —— —— —— —— BOTTOM PLATES BEARING ON a= N • REUSED WITH NEW COUPLERS,NUTS, a E— -4 ti L —— —— —— —— — TOP of%"TREATED PLYWOOD. 3"X3"X%"WASHERS TO SECURE NEW � SILL PLATES AND TREATED PLYWOOD t` SHIM PLATE. Wt t E } (E)CONCRETE FOUNDATION WITH 4 ALTERNATE ANCHORING-USE SIMPSON I 9. 4Y4" 4Y4" b"WIDE 5"TALL CONCRETE CURB 1" , 1. 1 �� "0 TITEN HD SCREW ANCHOR WITH / 'ly AI MOON MINIMUM 4"EMBEDMENT IN CONCRETE 8"-0" CURB CURB AT 32"O.C.WITH 3"X3"X%" / ./*K, HA. WASHER U.N.O. APPROXIMATE DAMAGE LIMITS EIRRIS 06-30-2017 CASE No: 2674016 PREPARED BY: SKH DRAWN BY: SKH REVIEWED BY: MAB DATE September 8,2016 1 . WEST ELEVATION GARAGE (PARTIAL) 3/8"=1'-0" DRAWING No: S5