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Plans At- 70 /LZ7O /6 / � / X4.00, _0110 (3)OA N4� A _ _ E \ DER �� �y NEW PAPER �� O BARK ASN CO'i Q�IEY PROPERTY INFD kv TAX i D jt_;_ttN: 2S104AA01400 ,•.t , .TAX ACR47g413 rl p C�, ,3 DUG. UM �r��, — 4 O!x (�_ rIAPL� SU$DIVISIO : BELLWOOD ' 6329 O 1 1R O 0 NE 1/4 SECTION 4, T-2S, R— IW., Wp ' �L�' 0 ONCC . � ¢ `� o� C SHEET INDEX: AI .0 COVER SITE (---- \ Al .! (E) FLOOR PLAN ROOF PLAN z z FP�- A2.I (N) FLOOR PLAN o (E)° A2.2 (N) ROOF PLAN o�o SPRUCE . . ,, A3.1 (N) ELEVATIONS 8°La APLE Z_ __ A3.2 (N) ELEVATIONS F �_� ;ri;! rrrl rl� u cu qr��,rr�a�jiiii�; r r REMOVE _ w a /��1��1��'��/ � �1%j�'l ) JAP. SO �� ��/;�/��/,',/ o STRUCTURAL COVER SHEET /�/�"'�'/''""' / 'PLE 52.0 STRUCTURAL FOUNDATION PLAN '�l% li; /l' , ' o S2.I STRUCTURAL WALL AND ROOF PLAN "l/r l�l/r S3.1 STRUCTURAL FOUNDATION DETAILS lii i W i�,r�,,, ; — 15€_2€€ S4.I STRUCTURAL WALL AND ROOF DTLS. ��ii�rr;%/r%�C S4.2 STRUCTURAL WALL AND ROOF DTLS. 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(503)224-1282 O]] • ��( FAX (503)224-7931 j 3 \l� 24-9' 4-lo' 7 I - 2 --Ti _ T c, \ F o g - Si_. � / ,7_ i � o /---- / Z 1_ _ _I a B'-8' \ p a \---;..c.i f J j - 0 � � � W a i M I J j z FIEJ114 . , Z _, , --I 72 j Z.. v ,Z.. i m NI _1 " 4I-10' B'-4 I/2' 3'-6' 3'-b' 4'-b 1/21 F E Y 0 0 cit 24-9' 1 1 7 A o A 1 1-1 n � x J /, -I-",m � o� 1 ill PI 0. H A c)f-i-- —,, f— — — — — _i- - - - J 1 1J ,:,( L J - giz >.zgz �ziz o l' 4 CD 1zasfi , 3 _= nn$ Mw A< z, Vi Cs H N Mgo = m2 V)71 ` REI fir,, ., ,,,44‘ 4 � .t9 ALLENDER RESHIDENCE .."."-V *? ERNEsr R. MUNCH .. a "it N 1 ARCHITECT•URBAN PLANNER,L LC C> 0 CP 12270 SW BELL COURT4 111 S.W.OAK ST•SUITE 300 PORTLAND,OREGON 97204 H Portland, Oregon 97223 PHONE (503)224-1282 /� FAX:(503)224-7931 j/ • 13% 3 '(�4") • z y v v yA\y yv v v �p \A\v , y v\ v 1 • �,�A\� , v V V A ., V \\ v AA v,y vy , A yv AAv � \`'y AA SAA\�A.A.> �� \A \ �.. � 1 1 i i 1 8 • RCj Z\ ALLENDER RESIDENCE ERNEST R. MUNCH _Q f Y a c Jv I ARCHITECT•URBAN PLANNER,LLC ,� O 0 12270 SW BELL COURT :� 111 SW.OAK ST•SUITE 300 �� & ti., PORTLAND,OREGON 97204 ---((( Z3 —` Portland, Oregon 97223 PHONE: (503)224-1282 /� FAX: (503)224-7931 //� • W 3 rn 3 N rn 0 -- ----- --- o o z _ I 1y rn r D O Z rn ren f s= m� 11 , �: id � i II : : : I 1 LLL,_;1 L 1z Z ' 11 1 . 4 12, A _,, iz 2.,, v ro co1111111 -1 n 410> 4) z giT 20 e _1 -66 r 0 0 D 7,1 RE CI� m may_ , 0 ALLENDER RESIDENCE ERNEST R. MUNCH o • _Q 1 Y N I ARCHITECT•URBAN PLANNER,LLC CD 12270 SW BELL COURT .� I 1 I S.W.OAK ST•SUITE 300 -• PORTLAND,OREGON 97204 i . — H Portland, Oregon 97223 PHONE (503)224-128t'''' 2 ' FAX (503)224-7931 �� • I P FIE 3z Q2 6. Uf i 0 0O 1 it 1 (1.2) , V 1 C i in r - o Z m e Iiisir.. ,,A\s m , , „ , , ... x rn io,°� II —f rn r rnm , I _ 1 H O Z il1 1 l ; I 1m 1 i 3 e + FIE D6 ii= a i 4 • 7:1 .\t 1/4.\' R E C 4;:9) ALLENDER RESIDENCE ERNEST R. MUNCH o a a vARCHITECT•URBAN PLANNER,LLC „Diva ' �- 1114 OY 0 CD 12270 SW BELL COURT z H Portland, Oregon 97223 4\D = t-ri 11 I S W.OAK ST•SUITE 300 PORTLAND,OREGON 97204[ PHONE: (503)224-1282 FAX (503)224-7931 0 .\* �EDPROFF STRUCTURAL NOTES , rc, NFF. o 9PE I' 'G CODE: 2010 O.SS.C.AND 2008 ORS.C. / DESIGN LOADS: - DEAD LOAD -AS REQUIRED al\OIR ON LIVE LOAD -40 ASF SNOW LOAD -25 PS= ':'4/1/ 12 '\' AND SEISMIC -ASCEI 15mph 3C �5N C GUSGOR =PBPS!' R O.R.S .C. q�ID J \-\6"�� SOIL BEARING -1500 P°ASSUMED EARTI-WORK: Expires: 6-30-11 I. EXCAvATE TO LINES a LEVELS 55015103 DRAWINGS. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED NATIVE SANDS CONCRE E: HORN CONSULTING ENGINEERS LLC I. REFERENCE SPECIFICATION-ACI 301.PLANT MIX PER ASTM C94. C 1382 Gw Renha ENd. 2. STRENGTH: PhanenCONSULTING 97219 5782 A. GROUND FLOOR SLAB-3,000 PSI AT 28 DAYS - E-mail:dave@hornce.com782 B. FOOTINGS,WALLS 2,500 P5I e 28 DAYS 3. REINFORCING-ASTI'A65,GRADE 60. LAP BARS AS SHOWN ON PLAN WITH MIN.LAP OF 44 BAR DIAMETERS.PROVIDE 24"HOOKS AT CORNERS. - CONTRACTOR SHALL 058EV THAI ALL EXISTING CONDITIONS SHOWN 4. BOLTS: ON THESE PLANS ASE ACCURATE A. ANCHOR BOLTS-ASTM A301 NTH ACNAL ANCI S SHOULD B B. EXPANSION BOLTS-HILTI KWIK-BOLT-TZ, SPECIAL INSPECTION REQUIRED. ANY DISCREPANCIES s/ALD BE BRCANAT TO THE A'TENT, OF C. ADHESIVE ANCHORS-HILTI-RE 500-SD OR SIMPSON SET-XP. ACE AS SOON AS THEY ARE SPECIAL INSPECTION REQUIRED. DSCOHERED. 5. COVER-AS FOLLOWS UNLESS SHOWN OTHERWISE ON PLANS. DISCLAIMER: TIC SIGNATURE AND STAMP FOR A. CONCRETE PLACED AGAINST EARTH-3" THESE STRJCTUR4L DRAWINGS ARE VALID OILY 1.1.-EN ACCOMPANIED BY A DEVELOPMENT AND B. FORMED CONCRETE AGAINST EARTH-2". r N LOT SPECIFIC SET OF STRUCTURAL CALCULATIONS C. SECOND FLOOR SLAB-,E IOL DOl IN SC EDUI E PREPARED BY HORN CONSULTNG ENSINEERS LLC 6. I--I LL/ WAV Jl+f-' UL6- AND SEALED WITH A LET STA`1P ANC SIGNATURE H-PER ARCHITECT -. SUBMITTALS: (4 COPIES) BY THE ENGINEER L405E STAMP APPEARS ON MARC HOLDOWN BOUNDARY ANCHOR ANCHOR THIS SHEET.CONSTRICTION SHALL SE A.MIX DESIGNS PER IBC 1903 NUMBER STUDS TI-1001 SLAB(6) EXT.STEM WALL(6) PEFTORMED ONLY WITH A DRAWING 5E- B.REINFORCING SHOP DRAWINGS APPROVED BY-HE LOCAL JURISDICTION. - NO HOEDOWN REQ'D CARPENTRY: I. REFERENCE SPECIFICATION-IBC CHAPTER 23. I. HD1.12 OR PHD2 (29x 551616 OR STEIN 557820 OR STB20 2. LUMBER-DOUGLAS FIR WITH MOISTURE CONTENT PER SPECIFICATION. ALL IN CONTACT WITH CONCRETE TO BE PRESSURE PRESERVATIVE TREATED, 2. HDU4 OR PHDS (29x SSTBI6 OR 57616 SSTB2O OR STB2O - GRADE AS FOLLOWS. A. POSTS AND BEAMS EX AND GREATER-DF.NO I. 3. Msrc28 (2)2x N/A N/A B. POSTS AND BEAMS 4X SMALLER-DF. NO 2 OR BETTER 4. MSTC40 (2)2x N/A N/A C. STUDS-DF.STUD GRADE OR BETTER D. PLATES 4 SILLS-OF NO.2 P.T.AT CONCRETE SLAB. NOTES: -KILN DRIED DF.STANDARD TYPICAL �������� pp 3. SHEATHING-PLYWOOD,ORIENTED STRANDBOARD OR APPROVED EQUAL. L INSTALL ALL HOLDOWNS PER MANUFACTJRER SPECIFICATION PER C-2005 SIMPSON LI II- A ROOF a WALL SHEATHING-APA 24/0. THICKNESS 8 NAILING PER PLAN. STRONG TIE CA ALCG OR USP 5415 EDITION CATALOG. U L V eN11 • B. FLOOR SHEATHING-APA-48/24. THICKNESS AND NAILING PER PLAN. C-,4fI II I� _3 C 4. PLYWOOD WEB JOISTS-TRUS JOIST TJI SERIES OR APPROVED EQUAL. 2.MATCH STUDS ON SCHEDULE FOR WALLS BELOW ON ALL WALL TO WALL HOLDOUNS. ill O I-- BRIDGING, BLOCKING+ERECTION BRACING PER MANUFACTURER'S 3.(2/2x OR(3)2x STUDS NAILED TOGETHER WITH(2)ROWS OF 160 e 3"OC.STAGGERED. LI A TCP RECOMMENDATION. Oy 5. GLUE LAMINATED BEAMS-DOUGLAS FIR,COMBINATION 24F-V4,FABRICATED WITH 4.REFER TO SHEARWALL SCHEDULE AND TYPICAL 51-EARWALL DETAILS FOR WALL WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. 11 0 LOCATIONS AND CONFIGURATI'.XNS. S. GLUE LAMINATED COLUMNS-DOUGLAS FIR,COMBINATION 24F-v8,FABRICATED ,�,p -II�II WITH WATER PROOF GLUE.FINISH PER PROJECT SPECIFICATIONS. 5.REFER TO SIMPSON OR USP CATALOGS FOR MINIMUM EMBED OF ANCHORS'NTO CONCRETE. D V WJLJt 1. PARALLAM BEAMS-20 0 BY TRUE JOIST. . U-�" IL / 8. TIMBERSTRAND BEAMS-3-I/2",ISE BY TRUS JOIST \6.USE SSTBL MODELS e 3x SILL LOCATIONS. 9. TIMBERSTRAND BLOCKING-L5L 1-3/4"BY TRIS JOIST, ILLJI .SII' 10. CONNECTIONS-SIMPSON STRONG-TIE OR USP,GALVANIZED. CI u II. FRAMING-PER INDUSTRY 4 CODE STANDARDS FOR ALL DETAILS NOT SHOWN. L REFER TO IBC SECTIONS 2324,2325 AND 2326. r C N L u U° 12. NAILING-USE COMMON TYPE NAILS. MINIMUM NAILING PER IBC SHEAR WALL SCHEDULE(1-13) TABLE NO.23-1-0 UNLESS NOTED OTHERWISE ON PLANS. ITT 0 MAR: REF NOTES:(19) Note:(2) EDGE NAIL'G FIELD NAIL'G SILL TO CONCRETE SILL T011000 SHEAR TRANSFER11 CII ^ COMMON WIRE PNEUMATIC MINIMUM NAIL NAIL SHEATHING NAIL SIZE SPACING SPACING CONNECTION.NOTE:(3) CONNECTION.Note(1) CLIPS(8) 9,,a‘ NAIL NAIL DIAMETER LENGTH APPLICATION A MASA ANCHORS a 48"Oc. )(e"05B(U SIDE(6) 8d 6" 12" 16D a 6"0/C A35 OR MIPAI e 18"0/C SOD COMMON 0201"0 P-NAIL 4-1/2" 3X DECKING g }(6^OSB(I)SIDE(b) 8d q 12. MASA ANCHORS 0 36"0.C.(1L 16C a 4"0/0 A35 OR MPAI s 14"0/C 40D COMMON 0.2254 P-NAIL 5" 4X DECKING MASA ANCHORS 0 24"OC,(12) 200 COMMON 0.192"0 P-NAIL E" FRAMING C )4,"05B(I)SIDE(5b) 8d 3" 12" I/ID e 3"O/C A35 OR MPAI e II"0/C 16D COMMON 0,162"0 P-NAIL 3-1R" FRAMING E EXIST.X"OSB(1)SIDE Ed N" 12. EXIST 191 AB's o 48"OC. I6D a 6"0/C A35 OR MPAI e 18"0/C IOD COMMON 0.148"0 F-NAIL 3" FRAMING STRUCTURAL NOTES N/A 0.148"0 P-NAIL 2-3/8" FLR SHEATHING NOTES: HOEDOWNS SNEAK WALL I)C-D,D-C SHEATHING,PLYWOOD PANEL SIDING AND OTHER GRADES COVERED IN P5I-95. ALL WALL CONSTRICTION TO CONFORM TO O55C SD COMMON 0.1314 P-NAIL 2-1/2" ROOF SHEATHING SCHEDULES 2306.4.1. N/A 1.162"0 P-NAIL 3-IR" STRAPS 2)USE COMMON WIRE NAILS FOR ALL WOOD SHEATHING AND COOLER NAILS FOR GYPBOARD SHEATHING. 13. DRYING-PRIOR TO INSTALLATION OF GYPSUM WALL BOARD,DRY COMPLETED 3)A3.MINIMUM 1"EMBED INTO CONCRETE. 3'1)(31X "PLATE WASHERS REQ'D AT ALL SHEAR WALL AB. REVISIONS: TO A MAXIMUM MOISTURE CONTENT OF 5%. 14. SUBMITTALS-SHOP DRAWINGS,4 COPIES. 4)PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAM'NG SHALE BE 3X OR THICKER AND NAILS ON EACH SIDE B. PREFABRICATED WOOD TRUSSES: SHALL BE STAGGERED. A. REFERENCE STANDARD-IBC STANDARD 25-11 5)3X OR DBL 1X FRAMING AT ALL ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. • B. PERFORMANCE REQUIREMENTS-PROVIDE WOOD TRUSSES DESIGNED AND FABRICATED TO SUPPORT THE LOADS SHOUN WITH A TOTAL 6) ALL EDGES BLOCKED. LOAD DEFLECTION LESS THAN L/360. 1)COMMON WIRE NAILS. DATE: 329.11 C. SUBMITTALS: (3 COPIES) 8)CLIP TO BE ATTACHED FROM CONTINUOUS BLOCKING TO TOP OF CONTINUOUS TOP PLATES. SCALE: STRUCTURAL CALCULATIONS STAMPED BY AN ENGINEER REGISTERED CLIPS ARE NOT REQUIRED AT GYP 60 WALLS BUT FLOCKING IS ATTACHED PER THE TOENAILING SCHEDULE. DRAWN: JPG IN OREGON 4 SHOP DRAWINGS SHOWING ALL FABRICATION, ERECTION AND INSTALLATION DETAILS, 5)SEE ATTACHED TYPICAL SHEARWALL DETALS. JOB NO: ERM-10-02 16. UNLESS NOTED OTHERWISE,ALL BEAMS 4 GIRDER TRUSSES TO BE IO)SHEATHING TO BE STRUCTURAL I SHEATHING. SUPPORTED AT ENDS BY: A. MULTIPLE STUDS EQUAL TO BEAM WIDTH(TRIPLE STUD MIN)WHEN II)VALUES ARE FOR FRAMING of H-F. LOCATED IN WALL. CONTINUE ON ALL FLOORS DOWN TO 121 SEE PLAN FOR WALLS WHERE SEISMIC DESIGN SHEAR 15 GREATER THAN 350 PLF(AND) 3X OR DB_2X AT PANEL EDGES AND SILL. FOUNDATION WITH SOLID BLOCKING AT FLOORS. CONN STUDS STAGGER NAILS.NAIL AND GLUE DBL 2X SILL TOGETHER W/IOD GALVANIZED 0 4"O/C STAGGERED,OR USE-1 3X. r\ / TOGETHER WITH 160 5 12'O.C. FOR WALLS WITH THE LARGER SILLS,ANCHOR BOLT SPACING MAY BE INCREASED BY A FACTOR CF 125 FROM THE TABLE ABOVE DUE TO TH'CKER SILLS. V B. SOLID POST EQUAL TO BEAM WIDTH WHEN FREE STANDING. EXTEND CONTINUOUS FOR FULL HEIGHT DOWN TO SOLID BEARING. i �I3) 146"PLY 15 ACCEPTABLE IN LIEU OF 1/16"065 V �EDFROFF O O �``c n i Al-E-.. )(-2 F �o � o'-ss" i lo'-su" � :5IPE 'G 1 L / _ 53.1 I 1 , 4 ON 14 0 `94/. a_ '� Expires: 6 30 11 o r+ Q 4" 4 (N)zxIO OF"2 BM ' �" 1e TYP UN.O. a ,e HORN CONSULTING ENGINEERS LEC 4 S� 7 +� 1302 Redha Blvd. • Portland,OR 97219 Aft �, ©TYP ,r NEW FLOOR CONST. Phone:(sob)892-5782 v.��►► k�, F-OWE:daveVnornce-com K �" 2x6 T4G DEGK'G W/2-Ad RINGSHANK NAILS � "t o EA BD a EA SUPPORT (N)18"0 CONC.FTG, AI - 1a 10e19 6"O.C.ALONG COURSES ccNT050005 SHALL VERIFY THAT ALL EXISTING CONDITIONS SWOON ON THESE PLANS ONN ACCURATE STH ACTUAL FIELD CONDITIONS. TYF U.V.O. 1 ANY DISCREPANCIES SHOULD BE �" _ 83.1 BROUGHT TO THE A-TENTCN OF ,I �'� HOE AS SOON A5 THEE ARE "a //// D'SCOVER:D. 1:i.� C�) �) DISCLAIMER ESE STRUCTURAL DRAWIWS ARE YALID ONLY II AIIF FOR ' " O LI-EN ACCOMPANIED BY A DEVELOPMENT AND A — — LOT SPECIFIC SET OF STRUCTURAL CALCE_ACNS FT� I PARED BY HOCONSULTING ENGINEERSSLEO r/" AND SEALED WITH A WET STA`IP ANC 5'.05ATURE 4 K BY THE EFGINEER WHOSE STAMP APPEARS ON N _ THIS SHEET.CONSTRICTION SHALL BE LEGEND Z j — _ — ® FETOR ED Q Y WITH A DRAWING SE �' \ ® a�� C— 7 / Vir AF?ROVED BY-HE LOCAL JURISDICTION V� INDICATES NEW FOUNDATION Allk. Z ' � [___] INDICATES WALL ABOVE FRAMING LEVEL -u I 1 I INDICATES WALL BELOW FRAMING LEVELw z0 — I INDICATES INTERIOR BEARING WALL I V//// BELOW FRAMING LEVEL - _ r• -J -7 Ili ® INDICATES COLUMN ABOVE ♦� - 1V N INDICATES DETAIL REFERENCE (ICY APPLIES TO ALL SIMILAR LOCATIONS • 7 �� U r---1L—� —J HDUx(x) NOLDOU,R TYPE 4 SCHEDULE - MARK NUMBER(x)ON 51-IT SO 1 ( W - I1_RI , i jut n ISI (5)POST / Jai ‹t EXIST.POST 4 BM U I I n, FLOOR FRAMING z1—— 1L°_J I ill C) EZ II . 11 N JO 7- ] I immilLemmon —I r E)POST FOUNDATION PLAN REVISIONS: DATE: 329.11 SCALE: Ida' =I'-0" - FOUNDATION FLAN DRAWN JFG JOB NO: ERM-10-02 SCALE:I/8"=I'-0" / 0 L'. -1--- J L �— ----------- ---------- - ---J \i _____ o • EP �4.i CP <'"INFF"VP _ (If51 9PE14t17_7..1' • (N)4x6 (N)4x6 A OR ON Expires: 6-30-11 IZ ROOF FRAMING NOTES i? AN HORN CONSULTING ENGINEERS LLC • NEW ROOF SHEATHING U.N.O. (N)PRE-FAB •00=TRUSSES 4 13025ABeriha Blvd. — Portland,OR 97219 1/2' C.D.X.PLYWOOD CR O.S.B.w/2/ MIN SPAN RATING-. e - 9 24"O.C. >z E Phone:(5031892-5782 E-mail:nave@hornce.com FACE GRAIN PERP.TO FRAMING TYP,Sd 9 6"O.C.EDGES - AND BOUNDARY,12"O.G.FIELD I I 14- CONTRACTOR SHALL VERIFY THAT • HDRS PER PLANS C) ON STS PLANS Az ACCURATE ALL EXISTING- PLA CONDITIONS URATE NTH ACTUAL FIELD CONDITIONS. 4. TE ANY DISCREPANCIES SHOULD BE LEGEND e BROA^Hr TO TEE HE_TIC ARE CF FILE AS SOON AS THEY r D''.SCOVERED, l o T DISCLAIMER THE SIGNATURE AND STAMP FOR INDICATES ROOF OVERFRAMING ( �I K �) _ A THESE STRUCTURAL DRAWINGS ARE VALID ONLY WHEN ACCOMPANIED ETA DEVELOPMENT AND A OT SPECIFIC T CT STRUCTURAL LPREPARED BY HORN CONSULTING ENGINEERS X V LLC INDICATES WALL BELOW FRAMING LEVEL 3 `r TIP AND SEALED WITH A LET STAMP AND SGNATURE Z r= iZ BY THE ENGINEER WHOSE STAMP APPEARS ON INDICATES INTERIOR BEARING-WALL 54.1 HIS SHEET.CONS R A A SHALL BE VJ////1 Z — = PERFORMED ONLY WITH A DRAWING SET BELOW FRAMING LEVEL e e APPRovED ET THE LOCAL JURISDICTION MI INDICATES COLUMN BELOW FRAMING LEVE'_ Z e e i' (E)HDR ` (E)HDR INDICATES DETAIL REFERENCE J --------- e E)HDR APPLIES TO ALL SIMILAR LOCATIONS F_w ID N X O LLI EXTENT CF SHEARWALL w N JSHEATHING SEGMENT Iw Pi V Li LU INDICATES SHEARWALL TYPE "_ S o C PER SCHEDULE 5HT 50 MSTC28 STRAP - m ,-0 L N1 ® FROM NEW/EXISTDe. 1- CPw ® INDICATES HOLDOUN DBL TOP 2's r ❑ TYPE.(U EA END OF H OL �� w CD WALL SEGMENT PER L SCHEDULE SHT SO ail0 -f�I `1 L I 1 a 11 u II- \ oZ til CI e II 1 I >1 < U II ,c E)RAFTERS D II���– n 111-°-1II,,= m 1 o F � I w w NI Fr-) I— — J b\-----1 L-^_I _-- _- - (E)HDR (E)HDR (E)HDR (E)HDR (El HDR HDR (E)HDR • E)POST ROOF FRAMING / MAIN FLOOR SHEAR UJALL PLAN • REVISIONS: o- (E)PRE-FAB ROOFTRJSSES D 5 24' 0.C. DATE: 329.11 SCALE p"=1'-0° ROOF FRAMING / MAIN FLOOR SNEAK UJALL PLAN DRAWN: JPG JOB NO: ERM-10-02 SCALE:I/8"=I'-O" (E)HDR '."\c, �� PROpe 'c,INFF4, IVRONJ 51 9PE 'WALL SHT'G PER SCHED > 2x6 a 24" 0.0. 12 *4 BARS CONT. W 18" O.C. 16d'S fl lo' 0.0.TYP.U.N.O.ON Oq� Q�� / ALL EPDXY REQUIRES 10 J. \- MIN TOP 1 BOTTOM / SHEARWALL PLAN 4 SCHEDULE SPECIAL INS=ECT'ON Expires: 6 3011 PROVIDE 12" HOOKS a ALL I CORNERS I INTERSECTING / FLOOR SHT'G PER PLAN WALLS PERP OR PARALLEL l_ (� HORN CONSUrlwcerclNEERsuc EDGE NAILG INTO SILL FE 4x GIRDER(LINO.).) /� 1302 SW Bertha Blvd. FLRSH 'G Portland,OR 97219 E PERP EMS PROVIDE /% E E-maPhonil:tla°e@horn e7.eom SLOPE GRADE— JPER PLAN AWAY FROM STRUC-URE - '4'go LAWRENCE FORMS 4" a / \ EXIST CONC. BEAM POCKET (BP48) X :/ WALL /FTG CONTRACTOR SHALL VERIFY THAT °4 VERT 45" 0.0.MAX F.G 1 OR APPROVED EQUAL l EXISTING CONDITIONS sHaN w/ALTERNATE BEND�\ i�/�/ /. /�/, g hill—,T— a " //� "ESEPL""s A -ACCURATE .\,\\\ .\ \ EXT.STEM WALL 'NTH ACNAL FIELD CONDITION=. '\ � /\ ANY DISCREPANCIES SHOULD BE \ -\ -1-. r _ MIa \\ g(NLL'Hi TO THE ATT_-T'TION OF 3"MIN.PVC ROOF 2x/5 P.T.FE w/MASA '- - a �� D E AS THEY ARE PERIMETER DRAIN / _ a Il, ANCHORS PER SCHED QX I 4x10 GIRDER(UN.0.) �_ Q"1 r f WITHIN 12'1 OF ALL3/8," \ DISCLAIMER: THE SIGNATURE AND STAMP FOR 3 V�V/\,/�A/.A / / AA THESE STRUCTURAL DRAWINGS ARE VALID ONLY / /8 PLY OR OSB GUSSET '\\��\/,\\ \i\\i\,\\\\%��\\\\\.•\\� W.-EN ACCOMPANIED 3Y A D°vELOW,ENT AND \ \ V �/i �i�iViV ATV Ai CORNERS e OPNGS O aFZP mole uo�coNsu rI�GLErcEeRsc ,,,ate\,\i�\/�\\\ i,\ w/3-Sd BM I 6 POST OR (2)'4 BARS CONT. OVER SILL SEAL (LINO.) 611 BY THE EN NEER WHOSESTAIMPAPPEARSON ON SHEARUJALL PLAN BC4 OR C44 CAP FE AND SEALED WITH A WET STAMP AND SIGNATURE PROVIDE 12' HOOKS e (Z 3'1 6„ 21 \ THIS SHEET CONSTRUCTION A DRA BE ALL CORNERS e u /� // VAPOR BARRIER EDGES VAPOR BARRIER \ 4x4 POST(UN.O.) NEW CONC.WALL / PPPROVEDONLY WTHA JURISDICTION.APPROVED 8Y'HE LOCAL.YJRISDICTION INTERSECTING WALLS “n 12" LAPPED 12" MIN. NOTE: USE Oxo FTG FIG PAD U.N.O. ) POST e EM SPLICE EXTEND UP STEMUJALL 12"MIN. `/\\;7�i,/,;,����!\\,\�:,,,/ /��,i\(/i�%�;�i ADD 1-'4 x 2'-0" CEA NEW WALL /FTG HOR w/ EXCVT'D OR FILL GRADE EPDXY EMBED PER GENERAL NOTES AND GEOTECHNICAL REPORT OPALUL SPACE POST 70 \EI,J CO\C. UJJ4__ / FTC " N 4 SCALE: I�Z"=1'-0" SCALE: 'iz"=1'-O" SCALE: I/2" = I � _1, � , \ Uu EXT. FOLNDATIO\ �A�� NOTE: ENGINEEO POSITIVE OO ECTJ0N 0 TO x Sfi. CONC. WALL / o RED CONC. WALL REO. IF BACKFILL '-O" C) 6 61 AGAINST WALL EXCEEDS 45" IN HEIGHT • EXIST NEU al u O � � CI utl ..1[ ei _____1 EXIST'G 2X SILL w/ NEIW WALL SHT'G t— PER SCHED DU U OZ 48'MIN LAP 16d PER SCHED —1 >r O DEL 2x TOP fE / / EDGE NAILING f 2-16d a EA STUD 1 2x6 STUD PONY WALL STAGGER- 16d63" O.0 EXIST.FLR SHT'G i NEW FLR SHT'G B TO TOP X 24" O.C. NAILS v z ISI 1� H • • II le, .\Z., PER PLAN 11 sI EXIST.FLR BM ! ��� k., \ 6d W 16" O.C.TYP. a% - DETAILS PLAN vl_W , ,)(7 .\'11 -jr 6-16d 2-16d W EA. CONT.DEL.2x TOP EXIST.2x SOLE FE REFER TO I /53.1 I STUD PLATE (I) ADD TITEN HD THD50600 z_ FOR ITEMS NOT REVISIONS: ANIONS AS REO'D TO __ NOTED HEADER PER PLAN �, ACHIEVE AE SPACING PER e0 16d 9 5"O.C. imminnolomm°r SCHED SINGLE 2x KING STUD 2x STUDS W a /\\/%%\,.;;V v\\i\v\.;\\i\\i,\x, CATE: 32an NOTE: USE DEL KING STUD WHEN 5" O.C. EXIST.CONC.STEM WfiLL� >� , ,,\ ..(i,, (N)P.T.2x5 w/ DRAWN:Lo' OPNG WIDTH IS GREATER 1- JPG THAN 48",TIP UN.O. JOB NO: ERTI-IO-O2 ELEVATION NOTES ,0 I-TITEN HD e SINGLE 2x TRIMMER )SEE ROOF /FLOOR w�Uvwvwvwv�wvyyvvivytijw>vvwv�/�< TND50600 FRAMING PLAN 8 NOTES <v�yA.!vv,.vv!v,vv!/vy<vy,v,<v.v!wvw�i��<v`/ ANCHOR fl 32"O.G. (1117(=. -EADEP TO SIDE JAMS (L.v1.O.) 7---, TOP PATE SPEICE EXIST OL��. EXIST �P NEW PERF, EP SCALE:I/2"=I'-O' SCALE:liz"=I'-O" SCALE: 1/2'.I'-0" <(3 p PRO ,c- <(3‘ PER GIRFF so 8d g 4' O.C.TO ROOF EDGE 51 •9PE '• 'G , SHEARUJA_L BLKG, NAIL'G ad 0 6" '• - � SCHEDULE 45" OIN. ---- m� .., O.C.MIN, �J I 2x BLK'C�w/SIMPSON > �� -17-:'—' - S JOR 0�� ROOF SHT'G A34 CLIP EACH END \1 - O N 12 '� PER PLAN (DEPTH TO MATCH Ed a 6" O.C. 9 10 J. ND* PRE FAB WOOD DEPTH OF TRUSS) / ad 9 6" O.C. ROOF TRUSSES PER Expires: 6-30-11 ��_ l4)IOd NAILS 9 2x4 a 48" O.C.w/ TRUSS SUPPLIER i 2x CONT. EACH BRACE „ 2-16d 6 EA KICKER IF KICKER LENGTH SII BLKG CEILING LINE �� EXCEEDS -12" C EORNCONSULTNCENGINEERSLC 11 H2.5 OR RT-I ,11'' - l Portland.OR 97219 Phone: (503)892-5782 a EA.TRUSS I� ✓ � � �dIt TOENAILS g E E-mail:love@harnce.com c. HDR PER PLAN $ DETAIL 5 53.1 �'" CONT.DBL. EDGE NAIL'G CONTRACTOR SHALL VERFY THAT D ALL EXISTING CONDITIONS SHOU.N 2x TOP iL ' OESE PLANS AE ACCURATE / N NESE ACRTAL FIELD CONDITIONS. 2x6 STUD WALL 2x6 BRACE ^ 48" iA , HDR PER PLAN ANY DISCREPANCIES SNCULD BE BROUGHT TO THE ATT_5N iCN OF e 2L" 0.C. WALL SHT'G O.C. 1 DETAIL 5 /53.1 NCE AS SOON AS THEY ARE DISCOVERED. PER SCHED SIMPSON A34 CLIFF e ( WALL SHT'G DISCLLBTER TI,E SIGNATURE STAMP MY EACH BRACE - . PER SCHED LOT PETE�FS °U °CALCULATIONS FREPARED BY HORN CONSULTING ENGINEERS LLC AND SEALED WITH A WET ST.A`IP AND S'GNATURE TT.B I„TSHE CONSTR'JOGTICN SHALL BE AR'°I ED ROOF ELKG '- T WSSES SCALE: I/2"=I'-O" O ,A7�>= � _ = RlA5SE41`/�+ TO III W/r//6__ SCALE: 1i2" = I'-O" PERFORMED ONLY WITH ADRdWMG SET APPROVED BY THE LOCAL JURISDICTION. GABLE-END TRUSS w/ NEW ROOF SHT'G PER PLAN SHT'G PER WALL TYPE 'A' //i /, Ede 6" O.C. ,7 AL -_--- III L La C NEW PRE-FAB ROOF TRUSSES e24" O.C. / ail C\ al O EXIST.SHT'G W L _� II/ 111) L Edg6"O.C. / ' I vlkP_J--------- / II— In O It / _ - -1 2x ELKG I NEW FRE-FAB FILLER -[ 1— "— WI W/ 16d 9 5" 00. TRUSSES w/I- 16d w/A35'5 PER SCHED e EACH RAFTER EXIST.2x FRAMING EXIST.ROOF TRUSSES NEW ROOF TRLSSTS EXIST. ROOF DETAILS CD, SCALE: 1/2" = I'-O" REVISIONS: DATE: 329.11 SCALE: I/4"=1-0" DRAWN: JPG JOB NO: ERM-10.02 ,.., 4 0 NEW 2x4 w/ "<c°\IN F FSs, 160 , 6" O.C. F o� TRUSSES PRE-FAB ROOF Sd 6" O.C. 51 9PE I STC OLTP e 48" G.C. EXIST.ROOF NEW ROOF SHT'G PER PLAN �J DBL TOP(E's -- SHT'G OR ON a • i-.,. -�" . v'i v�/ `9N 12,Age vs X y �q!/lD HOQ� 8d a 6" O.C.MIN. N EXIST.ROOF SHT'G 2x STUD WALL s EXIST.ROOF Expires: 6 3011 NEW ROOF SNT'G TRUSSES • PER CLAN III GABLE-END TRUSS w/ „ LUA PERP : D L _ -A SNT'G PER WALL TYPE 'A' ♦ �� - HORN_CONSULTING ENGINEERS LLC <---."-----7-"'- IM Z i /♦ C 1302 SW Bertha Blvd. Te 2x4 CONT.w NEW ROOF SHTG � Ponland,ORsz219 • 4�I _ Sd e 6" 0.0 Pnone:daaa189z-szaz IR E: PER PLAN E EP aa:dave@homce.com ERVATE WALL TO /" II EXIST.WAL- SS CONN ^ 48" O.C. a CONTRACTOR SHALL ERF THAT Sd 6" G C / ALL EXISTING CCNCITIC,15 THE TRUSS SUPPLIER _ NIH ACTUALFCONANS Al DITIONS CURATE oHT'G ANT CCEPTABLE. BROUGHT TO TI4 AT SNOT DBE / eRc+�Nr r0 iuE ATr_NnON a► IF D SCAOVEREDSOON_As THEY ARE CEILING LINE 2x BLKG 'DISCLAIMER: THE SIGNATURE AND STAMP FOR NEWPRE-FAB FILLER THESE STRKTURAL DRAWINGS ARE VALID GNLT PRE-FAB ROOF i w/ I6d 0 a' O.C. U'-EN ACCOMPANIED 9T A DEVELOPMENT AND ♦ � a7 TRUSSES w/ I- 16d LOT SPECIFIC SET OF STRUCTURAL CALGLATIONS 11 VI TRUSSES !! STC EA BLOCK w/A35's PER SCHED IIM TRUSSES -F'v HORN AND SEALED WINET STAMP AND C 5['NATURE NEW PRE FAB TW W' 2x4 FLAT BLOGK'G a EACH RAFTER Br THE ENGINEER4M01E STAMP APPEARS ON EXIST.ROOF ►a EXIST.2x FRAMING PERFORMED BTHIS SHEET Y NE DAWN BE ROOF TRUSSES ►'r ' 9 48" O G.w/2 16 d PERFO VEE Y N WITH A ORAIU:DI TIO TRUSSES EA ENDNEW PRE FAB ROOF EXIST.WALL SHT'G EDIST.2x EXIST.2x _ STUD WALL TRUSSES 24" O.C. STUD WALL UJA__ P..,-:',4 ,4_� _ 42.5 OR RTl e EA.TRUSS —YF. \O\-S—RLI►- EXIST.WALL SHT'G EXIST. �E � ���I � fi�L�SE TO �l A O UJA__c �� �� CONfN. NE ROOF RLSSES EXIST. ROOF °� O �l SCALE: Iz"=I'-O" SCALE: I�,"=1`O" SCALE: 1/2' = I' O" cv Si (1) 11_11 u CV >l r t , y yR 1 . Iuu00/ DETAILS ..,.4.4.:1 1" -; _r in- 0 ii- REVISIONS: co.,„ 4 DATE: 329.11 SCALE: I,4..=l'-0" ICI", DRAWN: JPG • - JOB NO: ERM-10-02 o�