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SERIES DEPTH LENGTH I -JOIST 1 LPI18 91/2" 4' I -JOIST 13 LPI18 91/2" 8' I -JOIST 1 12 LF1_8 91/2" CP@. 1L.._..—.._ -__.._.._.._..—..—..—ii—.. 56 Simpson - ' ILCD oaf• ._.. .. fj—.. _.._.._.._.._.. I i LP11B X 91/2" „ 1 —11 11 J' 1 i 'L • S _ f ' Ir 6� •( ii 1 � f 1/4'_.._.._.. IPL8X91/2' 'E•• ___________ , ____________________________________y i' r „ 11 1 IL 1 i �•L__••J341BiF91fF.._..� � 1 1 ' e L9z• a.� , , 1' 1 1 I,r -Yf ....d i 1 1 1,1 ._____________________________________________r---., the DARRINGTON by HAYDEN HOMES MAIN FLOOR LF I J0I5T LAYOUT GARGE RIGHT Designed By: Bob Brown - International Wood Products I QTY.SERIES N/A TYPE QTY. SERIES DEPTH LENGTH I -JOIST 1 LPI18 91/2" 4' I -JOIST 13 LPI18 91/2" 8' I -JOIST 1 12 LF1_8 91/2" 27 NIA TYPE I QTY.SERIES DEPTH SPACING I -JOIST BLOCK 4' LPI18 91/2" 19-2" O.C. N/A TYPE QTY. SERIES MANUFACTURER NIA HANGER 56 1752.56/9.5 Simpson - EZ Hanger Detail Verify mpadty and fastening requirements of hangers and connectors Be sure to check web filler requirements for hangers FLOOR PLACEMENT PLAN SCALE: N.T.S. COIIP7"T DE9GN IS SE4:TCALLT FOR LP CKMVERED 00011 pRDDVCr, USE OF TH3 D(SCk Fdi AN YTH IC Oi+LR THAN Gi !G -LAY LVL OR IA-XtSTS 15 Sll§C[Lr PROIABIIED. 1HIS =_7 LS PRONDED AS A CONVENCMX TO TW FRRIKR DALLY TO SHOW AST AND BEAN LOJIT01,15 AND 15 NOT TO BE USED AS THE STRUCTURAL:PANIC RATL g2f Squash Blocks at Use double squash Interior Supports blada: as Blocking panels moy be speofied5quash- required with shear walls binaks at be cul 1/16" taller than _ \ 11 1 I-Toist. 2x4 min Stagger Bd or 10d box nails to avoid splitting Bearing wall aligned Toe nail 8d or IDd under wall oboes: box mil to plate k -v B3 LPI Blocking at Interior Support Blocking is required when I -Joists end at support: either butting or lapping Bearing Wall aligned under wall above See Note #6 blow VA. CfnlrN Noln 1. FLOOR JOISTS TO BE 9 1/2" LPI 18 ® 19.2" O.C. TYP. U.N.O. 2. OFFSET JOIST MAX. 3" FOR PLUMBING TYP. U.N.O. � r 1141111 11 C .)I ISI I'FI I I) L1 IV. �PIDICATES BEAN aey note. LL. S-1"'SUI.I-I 1'L, UI I.LL ISS. I'I II : 1-411 Ill.. 11 I '1 -14 1 -I,S_r 111TIFWS -/FF. ILI I.F. Additional Hot. 1. ALWAYS READ PRODUCT BROCHURE BEFORE INSTALLATION OF EWP PRODUCTS - 2 REFER TO HOLE CHARTS PRIOR TO DRILLING PRODUCT. 3. THIS DOCUMENT 15 INTENDED SOLELY AS A PLACEMENT PLAN. IT IS TO 13E REVIEWED BY THE ENGINEER OF RECORD AND MUST MEET HIS/HER APPROVAL PRIOR TO INSTALLATION OF OUR PRODUCT. 4. THIS DOCUMENT IS NOT TO BE USED AS A REPLACEMENT FOR YOUR OMONAL STRUCTURAL PLANS. 5. LAYOUT, QUANTITY AND LENGTH TO BE VERIFIED BY CONTRACTOR. Revisions 0 �W. �m z a� Z O J cy C.0 0 Z U F Z — _ ', r:, L- al's r }�ar Z m Z J C U Ln Z O > F_ m azo wwLLJ 0� W E`- Z JZL,J Z LLJ O a o m w Ir �15lS�EYi6�.� � Amm n poi P ui _ o opo 8./ F Z J � 3 o 4, 0 Wo (� Zt � S o Y ? � n +4 n O� a Ez 0 m o W Q u m r in o z m ; I I r I fee 1 of2 J 0 r Al HAYDEN HOMES UPPER FLOOR LP I JOIST LAYOUT OIST BLOC KING =01` CLARITY Desi ned B ----------------------------------------------------------- ------------- 1 i :Begin Layout International Wood Products SERIES DEPTH Q 16" O.C. TYPE QTY. SERIES DEPTH LENGTH.._. J4I-JOIST 91/2" 3 LPI18 91/2" 10' - I 1 I 1 I 1 41 -6" 9112 14)12. 9Ili-- - - Or 21 I I I I I 1 I Or J2 I -JOIST 13 LPI18 _P 1 I I 14' Jl I -JOIST I I I 1 I I II I rf I I I 91/2" 25' 1I 5LI1-LNA94AM51V2"1�1S�4F-J5TU-6b" o4Q1 1[[[Y[[M[[[N[[all rl IpI18 4 91/7 I I I �I I I I I p1Q I L - 5 ------ 11 li 1 1 1 I I I I y I I I I I - Ia 1 LPI18%9/141l/2I I 1 t 1 ' " b. I � •N I' - BER 51 15"240-V4 1�2.1fr."her 1 1 1 1 LP18I OR V ..■..:gym I I ii • Spy- I � - - - Al HAYDEN HOMES UPPER FLOOR LP I JOIST LAYOUT OIST BLOC KING =01` CLARITY Desi ned B : Bob Brawn - International Wood Products SERIES DEPTH MARK TYPE QTY. SERIES DEPTH LENGTH.._. J4I-JOIST 91/2" 3 LPI18 91/2" 10' - J3 I -JOIST 14 LPI18 9112 12' J2 I -JOIST 13 LPI18 91/2" 14' Jl I -JOIST 3 LPI18 91/2" 25' NIA TYPE QTY. SERIES DEPTH LP LSL BEAM SPACING 13/4" X 91/Z" I -JOIST BLOCK 51' If LPI18 91/2" 1 13/4" X 91/2" 19.Z" O.C- N/A TYPE QTY. SERIES 1.55E DEPTH LP LSL BEAM LENGTH 3 1/Z" X 91/2" RIM 6 1 1" Solid Start 91/2" 16' N/A I TYPE 1 QTY. DIMENSIONS GRADE LENGTH** LP LSL BEAM 1 13/4" X 91/Z" 1.55E 4' LP L5L BEAM 1 1 13/4" X 91/2" 1-55E 14' LP LSL BEAM 1 1 3 1/2" X 91/2" 1.55E 4' LP LSL BEAM 1 3 1/Z" X 91/2" 1.55E CAMBER TYPE QTY. SERIES GRADE LENGTH STD. GLU-LAM BEAM 1 2 1 51/2" X 15" 24F -V4 20' N/A TYPE QTY- SERIES MANUFACTURER NIA HANGER I HU11 Simpson HANGER 3 ITS2.56/9.5 Simpson - HANGER 2 HHU5410 Simpson - HANGER 30 IU52.56/9.5 Simpson --Multi- pl beam ly's are added to multi- quantity. B2 5quash Blocks at Use double squash Interior Supports Slacks os Blocking panels may be pecified.Squ.' blocks must cut required with shear walls 1/16" taller than 1 11 1 I-7oist. 2.4 min. Stagger 8d or 10d box nails to avoid splitting Bearing wall aligned Toe nail Ild or 10d under wolf above box nail to plot. General Notes 1. FL 7R JOISTS TU SF 9 1/.2' LP1 18 G 16' L7. C. TYF U. PL U. 2, UFFSET JOIST MAX. 3" F17R PLUMBING TYP. UNO �II IDICA-ES JOIST CALCULATIDI I. BEAM CALCULATION, Key Notes SL_ LL -'IL. E _-1 .. _l.,l 4=1_L�L. SL_ L_IAIL 84 -LIN [\STGLL- 1 -IIS T'PE. UAII Additional Not" 1, ALWAYS READ PRODUCT BROCHURE BEFORE INSTALLATION OF EWP PRODUCTS, 2. REFER TO HOLE CHARTS PRIOR TO DRILLING PRODUCT. y THIS DOCUMENT 15 INTENDED SOLELY AS A PLACEMENT PLAN. IT IS TO BE RENEWED BY THE ENGINEER OF RECORD AND MUST MEET HIS/HER APPROVAL PRIOR TO INSTALLATION OF OUR PROOUCI 4, THIS DOCUMENT IS NOT TO BE USED AS A REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL PLANS. S. LAYOUT, OUANTITY AND LENGTH TO BE VERIFIED BY CONTRACTOR. Revisions E2 Hanger Detail Verify capacity and fastening requirements of angers and connectors 0 Be sure to check web filler requirements for hangers li! FLOOR PLACEMENT PLAN N.T.S. SCALE: i C NT _'C Gl I Y " LP l '_'. G 5 VSA ➢% N,'[S J - +� A'�'T4ia� GTHrR I - PRp_:'DEB �7,_/f_NCE-1 THE r77af1RU//LYJS1V✓.'?�' ST.:I/OSEAH LOCA r10,N STa: TURAL FRAMING PLAT• Cl Cantilever Detail No reinforcement required APA -rated 3/4" 058 (or equal I I I� %�-. closure, oras �/ required by co Full depth I-Soisr, LVL, ar 058 Rim blocking )� •• 0000 •• •• • • 0000•• • • • 000090 •• • 0000•• •0.00 • • •••0• 28-00-00 12F NOTES, COMPOSITION ROOF ROOF PITCH: 6/12 OVERHANGS: V-0" TOP CHORD LIVE LOAD: 25 psf TOP CHORD DEAD LOAD: 8 psf BOTTOM CHORD DEAD LOAD: 7 psf WIND LOAD & EXPOSURE: 100 mph - B TRUSS TO PLATE CONNECTION BY OTHERS LAYOUT NOT TO SCALE General Notes: \ I 1. THIS DRAWING PROVIDES TRUSS DIMENSIONS AND LOCATIONS ONLY AND `\ \ SHALL ALWAYS BE USED IN CONJUNCTION WITH APPROVED ARCHITECTUAL AND A1"Ga – '� STRUCTURAL DRAWINGS. 2. THE GENERAL CONTRATOR SHALL VERIFY ALL DIMENSIONS IN WRITING AND A2 BE RESPONSABLE FOR REPORTING ANY DISCREPANCIES TO THE MANUFACTURER PRIOR TO FABRICATION. 3. TRUSSES ARE EXTREMELY FLEXIBLE UNTIL ALL FORMS OF BRACING ARE IN PLACE AND FASTENED. FOR ERRECTION AND BRACING RECOMMENDATIONS, SEE o THE ENCLOSED BCSI-B1 & BCSI-B3 SUMMARY SHEETS. Q o 4. BEFORE INSTALLING TRUSSES, REFER TO INDIVIDUAL ENGINEERED TRUSS C) o DRAWINGS. LOCATE THE TOP AND BOTTOM CHORDS, AND PLACE TRUSSES ucoACCORDINGLY. BRACE INDICATED ON THE ENGINEERED TRUSS DRAWINGS IS MANDITORY AND PERMANENT. 0 5. FOLLOW PROJECT ENGINEERS / DESIGNERS INSTRUCTION ON TIE 0 00 o DOWNS,NAILING AND OVERALL SWAY BRACING. co 6. DO NOT CUT, DRILL, OR ALTER TRUSSES IN ANY WAY WITHOUT WRITTEN C\1 2-00-00 v AUTHORIZATION FROM THE TRUSSCO & BUILDING SUPPLY. THE CONTRACTOR 1-03-00 N ASSUMES SOLE RESPONSABILITY OF ANY ALTERATION OF A TRUSS WITHOUT WRITTEN APPROVAL FROM THE TRUSSCO & BUILDING SUPPLY. 7. SUPERIMPOSED LOADS: A. NO MATERIAL SHALL BE STORED ON A TRUSS SYSTEM UNTIL ALL PERMANENT BRACING HAS BEEN COMPLETELY INSTALLED. I� B. CONCENTRATED & UNIFORM LOADS DUE TO CONSTRUCTION AND/OR OCCUPANCY SHALL NOT EXCEED THOSE SPECIFIED BY THE TRUSS DESIGNER AS TO WEIGHT AND LOCATION. C. LOADS SHALL NOT BE SUSPENED FROM THE BOTTOM CHORDS OF TRUSSES • —_ UNLESS THE TRUSSES HAVE BEEN DESIGNED TO SAFELY CARRY THE APPLIED • • • • • • • • A4GE LOAD. • • ' GE E3 C.1 IMPORTANT: -• y• • • • -00-00 600 1. SEE BCSI-Bl SUMMARY SHEET FOR HANDLING, INSTALLING, RESTRAINING HND s ' • , • • • * • i TEMPORARY BRACING REQUIREMENTS. 000000 • D1 GE 2. SEE ENGINEERED TRUSS DRAWINGS AND SUPPLIED BCSI-B3 FOR PwRMANENT • •. • w `° o BRACING REQUIREMENTS • N O ••• s: O Wo • E1 GEF77• • • • HATCH LEGEND •+•••• •••• 2/12 VAULT= 3-06-00 5-00-00 1 7-06-00 12-00-00 •' • • • • i • • • • i FURNACE PLATFORM= 28-00-00 TRIANGLES ON TRUSS ENDS INDICATE LEFT END OF TRUSS ON CORRESPONDING ENGINEERING SHEET Layout Approved Approval of Shop Drawings means the configuration,: bearing Approved as Noted Hayden Enterprises Inc. Truss Engineering Approved locations and design criteria have been reviewed and approved. Engineering Approved as Noted Not Approved As Contractor you must verify and approve all dimensions and theI •Inc. Darrington 1 GR Signature truss counts on the Layout. Trusses will be manufactured as approved theTRUSSco inc. Date www.thetrussco.com JOB DATE: PLAN DATE: DRAWN BY: 130B NUMBER: Truss to plate connection by others. 11/20/18110/15/14 JA V Z F- U) X LU U3 w J O d W W w H O Z `I oo M U v O Z r LJ N CO O O U co a� co O U) M J 0 ,11'88 3 ,L V,£Oo00 S r. is.- I. Rl �.� [,96'16] \o ,ZV'S6 3 ,Lt7,£Oo00 S o 0 zZ Q � x J W W Of p ZzQ l l' C) ~cr W �wQ 0 4 a• • e • C/) co w Oco W r co Z ° . Z 0 M �O<w LL a Lc) cL Cf) w0 J °> Z p =Q LU LL o O 00 0 w w w Ow ~ W Q p Z w W Q 0- U) p Lo / ♦ CO ao Q �° LL 0 ...,a . 10 LO 6 af.v a- . U W W Of ,,.j. Z ZIP a 0 w W — 'm o cow v) U HUYON D Q � W J = co z Q C/ 1 W > W o o z of Z W LO v w,. J w N LU I Z3) 17 a w f 1 u 0 ° � J z W 2 u a• • e • FLANT SHELF DETAIL— A5 SPEC'D, SEE D SHEET FRONT ELEVATION 5GALE: 1/4' = 1'-0' (24 X 36 SHEET) 0 2' 4' 6' 10' 5GALE: I/S' = 1'-0'(11 X Il 5HEET) SEE D SHEET RIGHT ELEYATION SCALE: 1/4'= 1'-0' (24 X 36 SHEET) 0 2' 4' 8' 10' SCALE: 1/5' = 1'-0'(11 X 11 SHEET) LEFT ELEYATION SCALE: 1/4' = I'-0' (24 X 36 5HEET) 0 2' 4' 8' 10' SCALE: 1/5' V-0'01 X Il SHEET) I' ----------------------------------- wlrtw.r��r: L� 4 y. j 4 � OFNEI oi'— \I PATIO , SPEC'D •I • REAR ELEVATION SCALE;I'-0' (24 X 36 SHEET) 0 2' 4' S' 10' SCALE: I/e' = I'-0' (II X 11 5HEET) r 2469 SYY CiLACH9 R p�MqID, OR 97758 PFIOPIE 541-92J-B6U7 FA% 541198-0781 w 7 LO LL 7� •fes o •f[ •LU • r.� II� �- s e• s •• •••• •••• I••••• •• ••••• •• • • • REVISIONS CURRENT AS OF 101514 ELEVATION B 0 Q NOTE: OPT WINDOW HEAD HEIGHTS STAGGERED 18', SEE ELEVATION START POINT 3•_5• 5'_I0' 4'-l' 8'-0' OIC. 5060 SLIDER 28'-0' RAKED FRAMED 2'-0' 10 2 T-2• 8.-8. START POINT PATIO �` a�.rrlra+•/E. A5 5PEC'2 IL 0 W 3050 •-q• �'-2' I'-6' 16'-0' 2 -0 SGL HUNG `- L HUNG SLD GLS 1 A "' 'E e I v cF. � zI oP DIN) 8-6 VA�UL/�TEDyC�LG 2m2m Qi VINYL 9 FIXED • - 108 SQ. FT. GREAT ROOM pl VAULTED CLG 661 SQ. FT. CARPET W 2 TOTAL o I 0 42'h 2x6 I S "ALF -WALL INKI MAIN LEVEL FLOOR PLAN o LL' ! COUNTER m DISPOSAL BAR. SEE I 2020 s --- KITCHEN DETAIL I I 3 VAULTED CLG I FIXED -_�•' VINYL 25 SCALE: 1/4' = I'-0' l24 X 36 SHEET) 0 FLOOR LINE 39T SQ. FT, -6'-2' 4'_4' ABOVE RANG SCALE: 1/3' = I'-0' 111 X IT SHEET) W! HOOP - A HVAC /\ CHASE i 0 _ 04 DROP 106 BEAM 2868 � REQ.'S 141/2' IN THE CLR ____ � FROM 4 OF MICROWAVE, wyl SOFFIT VENT CHASE TO EXT- WALL AS REO'D o6Te'-_ • V-0' CLG 2 6 a FWD GONG. MANDOOR C _ 24 0 CF. o W/STOOP PROVIDE 516 MCH. VIN d TYPE X' GYP. BD. `� BLK'G ( 3) 2x6 _ _ _ s GARAGE GLG. _ _ _ _ _ e WC -N' DROP BM ---------------------- BLK'G i WJm V 0 2X Q G BLK'G - FUR OUT HEADER W/FLAT W - BLK'G TO EN511RE GARAGE Q v p m DOOR TRACKING HAS ADEQUATE BACKING, VERIFY a crlINSTALLATION Z CF. TRACK LOCATION PRIOR TO maLL y NTR 6mT0 3 8' CLG OVERHEAD m TILE FLOOR STAIRS - LINE '� CARPET FLOOR LINE ABOVE_ _ _ _ ABOVE 1015 2 4o LHUNGWALL BLKG ENTRY TDTL Yi CHANGE, ,EE 1ID33 B 0 Q NOTE: OPT WINDOW HEAD HEIGHTS STAGGERED 18', SEE ELEVATION START POINT 3•_5• 5'_I0' 4'-l' 8'-0' OIC. 5060 SLIDER 5040 7 SLIDER SLIDER EGRESS EGRESS X_S. 5' -II' 9' B' 2._10• 11_10. 10,_2• SECOND LEVEL FLOOR PLAN SCALE: 114' = P-0' l24 X 36 SHEET) 0 2' 4' 5' 10' SCALE: I/8- P-0' (11 X IT SHEET) - m .n MO TER H m LL' BdTN 6 FRAYIE CHASE - r FLAT 2. AS 8 VINYLLG 0 W ALLOWED se Lwe u - L s 3 a MASTER ® 6068 E0D ,'i GBIFOLD m 6'-0' CLG D CARPET B v PNrlD - �` dTTP 0 n 0 a •-q• �'-2' I'-6' 16'-0' 2 -0 Orr x.o BATH 207W .®D 3 -0' GL ' T"i VINYL Gq 6068 Z 68 ❑�W .n 2x4 42"H CF BIPA55 HALF -WALL W/ F 'I N WOOD CAP I aTnrt A "' 'E ,9 of • 4 BASE. TYP. WRAP 8-6 PER ELEVS. 28'-0' • - 108 SQ. FT. 2668 .2668 UPPER LEVEL 661 SQ. FT. s TOTAL TCI CARPET MAIN LEVEL FLOOR PLAN BEDROOMS v m E STA) • I BEDR 2 � m 5'-0' CLG LL LL DR OM CARPET F n 8'-0' GLG 1 W W i= _• CARPET U N � e - s�T6 a.wp 25 SCALE: 1/4' = I'-0' l24 X 36 SHEET) 0 GARAGE 39T SQ. FT, i 5066 iN Oi q B 5IPA55 BI 55 SCALE: 1/3' = I'-0' 111 X IT SHEET) 2 5040 7 SLIDER SLIDER EGRESS EGRESS X_S. 5' -II' 9' B' 2._10• 11_10. 10,_2• SECOND LEVEL FLOOR PLAN SCALE: 114' = P-0' l24 X 36 SHEET) 0 2' 4' 5' 10' SCALE: I/8- P-0' (11 X IT SHEET) - COVERED PORCH 51 50. FT. SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION ROUGH FRAMED OPENING5: BI -FOLD: 82' X 61' BI -PASS: a31/4'X DOOR 51ZE SYMBOLS LEGEND ------- HIDDEN LINES INDICATE OPTIONAL PLANS ® 2x6 FRAME WALL W/ STUDS 2.4 FRAME WALL W/ STUDS KITCHEN CABINET WALL m 16' OL. ® INTERIOR BEARMG WALL INDICATION. ® RAKE FRAMED WALL TO CEILING 2x6 BALLOON FRAME WALL a 16' OC ® BLOCK INDICATION 0 3'm PIPE BOLLARD CF.CHANGE IN FLOOR CL. CHANGE IN CEILING LINE tHB HOSE BIBB LOCATION •I . I •I 2464 SW GLACI6i PL REWOND, OR 67756 PHONE 641-923-6607 FAX 541-50-0761 Im wO LLz • b V, • • • • 4� I • • Ln L • • • • • v` Y 1 ® rm I . • ••••• 4 r- Y••MNN���WWW�• • '•4m •• �0 • • s • REVISIONS CURRENT AS OF 090410 MAIN LEVEL/ SECOND LEVEL FLOOR PLAN D� az PORCH coNc- 4x4 WD POST W/ •-q• �'-2' I'-6' 16'-0' 2 -0 APPROVED CAP ,9 DESCRIPTION 4 BASE. TYP. WRAP 8-6 PER ELEVS. 28'-0' MAIN LEVEL 108 SQ. FT. SEE DETAIL UPPER LEVEL 661 SQ. FT. TOTAL 1395 50. FT. MAIN LEVEL FLOOR PLAN BEDROOMS 3 BATHS 25 SCALE: 1/4' = I'-0' l24 X 36 SHEET) 0 GARAGE 39T SQ. FT, SCALE: 1/3' = I'-0' 111 X IT SHEET) COVERED PORCH 51 50. FT. SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION ROUGH FRAMED OPENING5: BI -FOLD: 82' X 61' BI -PASS: a31/4'X DOOR 51ZE SYMBOLS LEGEND ------- HIDDEN LINES INDICATE OPTIONAL PLANS ® 2x6 FRAME WALL W/ STUDS 2.4 FRAME WALL W/ STUDS KITCHEN CABINET WALL m 16' OL. ® INTERIOR BEARMG WALL INDICATION. ® RAKE FRAMED WALL TO CEILING 2x6 BALLOON FRAME WALL a 16' OC ® BLOCK INDICATION 0 3'm PIPE BOLLARD CF.CHANGE IN FLOOR CL. CHANGE IN CEILING LINE tHB HOSE BIBB LOCATION •I . I •I 2464 SW GLACI6i PL REWOND, OR 67756 PHONE 641-923-6607 FAX 541-50-0761 Im wO LLz • b V, • • • • 4� I • • Ln L • • • • • v` Y 1 ® rm I . • ••••• 4 r- Y••MNN���WWW�• • '•4m •• �0 • • s • REVISIONS CURRENT AS OF 090410 MAIN LEVEL/ SECOND LEVEL FLOOR PLAN D� az FOOTING SCHEDULE SYM. FOOTING SIZE DEPT, REINFORCMENT B' NO REBAR REQ'D Oq 2'-0' X T-0' 10' (3) •4 EACH WAY FLOOR SYSTcm I I IfG'i 10' (3) •4 EACH WAY _-----_-_-_-_-----_-_-_-1 X 3'-0' 10' (4).4 EACH WAY l i l . a?, O.G. --------------- 151 •4 EACH WAT REINFORCEMENT 3' CLR FROM BOTTOM AND SIDES - TYPICAL NOT ALL FOOTINGS SHCLLW ON THIS SCHEDULE ARE CALLED OUT ON PLAN SYMBOLS LEGEND --- HIDDEN LINES INDICATE OPTIONAL PLANS - - - 6" CONC. FNDTN. WALL ON 12"x B" MIN. CONC, FOOTING w/ RE15AR AS IEQ'D. (R403.1.1 4 TABLE 403.1 - SEE DI SHEET) - - - - 8" CONG. FNDTN. WALL ON 16"x B" MIN. CONC. FOOTING w/ REBAR AS REQ'D. -- (R403.1.1 I TAB'_E 403.1 - SEE DI SHEET) 2x4 CRIB WALL w/ STUDS PER JOIST LAYOUT ON 12"x 6" CONTINUOUS CONG FOOTING w/ (V •4 BAR CONT. A5 DETAILED -OR- 2.6 CRIB WALL w/ STUDS PER JOIST LATCUT _= ON 16"x 8" CONTINUOUS CONC- FOOTING w/ - (1) •4 BAR CONT- AS DETAILED J0157 HANGER PER MANUF. U.N.O. fob 3"0 PIPE BOLLARD 0 E8 BEARING POINT LOCATION - PROVIDE SOLID BLKr, OF MIN. MEMBER WIDTH. UN.O. (FROM LOAD ORnIN TO FOWDATION) VENTILATION CALCULATION: CRAWLSPACE AREA: 663 FR VENTILATION AT 1/300 = 2.21 FT2 8"x 16" VENTS PROVIDE 0.67 FT' / EA 5 QTY. x.67 FTyEA = 3.35 FF2 PROVIDED PER SITE CONDITIONS, SEE DETAIL 5/DI FOR STEPPED FOUNDATION WALL AS NEEDED START POINT 01k s °QN ULN az U16U0 amu° a3� TYP 4' CONC. 5LAB ON COMP. GRANULAR FILL. SLOPE MIK 21 FROM HOUSE, THICKEN SLAB o PERIMETER VERIFY PRIOR TO POUR PATIO AS SPEC'D 4' CONC. SLAB ON COMP. GRANULAR FILL SLOPE MIN. 2% FROM HCUSE, THICKEN SLAB a PERIMETER VERIFY PRIOR TO POUR FOUNDATION-FND- FRAMING SCALE: 1/4' = I'-0' f24 X 36 SHEET) 0 2' 4' 8' 10' SCALE: 1/5' I'-0''I] X 11 SHEET) ce I n - III I TYP. F 7 C --------C C----�. C---� I I I LJ IL N LJ �aZ J°O n a tau I I �3o F1 � II II II II e II II 0 II II II II u II 28•_0• I Y I I START POINT I —J Fr-=-T--------i--- - I- � �--ADJ ST T AS'I C$LO I d E OIS� III I I ` }EELpED 015 3'7 I I (SEEP Ah" V- o Ll 4 w�By(noRPLM�'G J _J r 1 -T T- r—I p 6 OPT. L-1 -L o STOOP 4 FT—rl I r. --i I �r-'l {T PLOQR �F TO I I 4' GONG. SLAB ON I I Y - COMP. GRANULAR ! ! ! I I I I� Il I' ' v�Er9 I' EIGR I -J ISTD I I ----- FILL. SLOPE MIN. l y I I III I I I f 16'IoW I I I 216 FROM HOUSE VERIFY PRIOR TO �; ! ! I I I POUR II( LUS*)9 2 L!SL ! I _ f3 2x(i ,/2" IS' �LBI(FLl15H) I 1 }3) 2L _ I 4x8' WD 'BI't I _ � BLK•G I I(DdaPF!Ew i t I I I I i I I I I I I I I I, V AN+R A5 I ! I ! I! 1-9'D I I I I I I I I a� I I I I I I I i I' �w II l i i l i i ;i l i i i i l i i II aaL ,I' i i a =gs II I I I; i i i i i �i i i i i i i i i li Qi m� J I I I I I I I mi I I I BLIK'G N c4NT.1 I I -IR•x9-la!�I��I I I I I I I I i I I I � lSEE LPI LfYokfTj LSL 4XLL1 I L 51/�x151GL� I II I I -LJ FLuswlyl I I I I i I I I I I 4x12 WD. BM. (9'L) STRAPPING PER SWEET 51 TOP FLANGE (SEE DETAIL I/D3) SEE DETAIL HANGERS AS WALL PLT WT a ENTRY SPECT) STRAPPING PER SHEET 51 CWAW E, SEE DTL I/D3 ® i SEE DETAIL SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION B'8'-6�.-r{. 6r=C0ND LF -VEL FLOOR PRAMIN(3 SCALE= 1/4' = 1'-0' (24 X 36 SHEET) 0 2' 4' 8' 10' SCALE: 1/8' I'-0' (11 X 11 SHEET) •I •I 2464 SW OLAGER PL REDAIOPD OR 97'756 PHONE 541-92�-6607 FAx 541-548-0761 r� uj 0 VLL. zr1/ `V !j a •` Ln m �'Lu 1� • 4F. • 0000 • • i•••• 0000• I• • 10000• • 0000 REVISIONS CURRENT AS OF 090418 FOUNDATION/ 2ND LEVEL FRAMING PLAN • FLOOR SYSTcm I I IfG'i j-- _ 3/4' T4 G WAFERBRD _-----_-_-_-_-----_-_-_-1 [OVER 5-1l1' ENGR I-JO15T5 l i l . a?, O.G. --------------- _ JOIST WANGERS TTP. - -----------------------LCL-- --------------- ------------ ---- -----------L ------------------------- I L— ---------- FRAMED CRIB WALL 192'-C.F W/ 5TUD5 INLINE -o EGEND_— -I ON GONG. FTG. SEE LEGEND---- - I ---_-_-----_---_ 1i --___-_-----___ --`----------.------ I ------------ - --------------- PROVIDE BREAKS IN CRIB WALLS) 4 FTGS WHERE SHOWNTTP. 1 --- A A I 3m1 -- -- --- — J-- ` .4 UF=----- �, 3 Ix EXP. JOINTS WHERE SHOWN 4 _ - --_- ---- �' I AT PERIMETER III 00 OPT. nAN[) - BLOCK OUT STEM �.--------.— 4 - J L WALL FOR DOOR VERIFY PRIOR TO I J POUR 2.6 !312x6 �r®� « A AGE -_7 -_ L 1 •.. r LK'G 4' CONG. SLAB ON COMP. G RANULAR TO 0.0 DOOR I I 9 I OF1 :.-------------- CONT. W/ (2) FTG BOND BM. •4 B CONT. OI I I• —� �_-----_J '-----DEPRESS DRIVEWAY --- IR' - GARAGE DOOR 51MPSON STHDIO CONG- �R m HOLDOWN OR (per alta plan) a 10'-6' SLAB EQJAL 4' CONIC. SLAB ON COMP. GRANULAR FILL. SLOPE MIN. 216 FRGI"I HOUSE 0 iJ lA1 AI L B._6. i._6., 28'-0' FOUNDATION-FND- FRAMING SCALE: 1/4' = I'-0' f24 X 36 SHEET) 0 2' 4' 8' 10' SCALE: 1/5' I'-0''I] X 11 SHEET) ce I n - III I TYP. F 7 C --------C C----�. C---� I I I LJ IL N LJ �aZ J°O n a tau I I �3o F1 � II II II II e II II 0 II II II II u II 28•_0• I Y I I START POINT I —J Fr-=-T--------i--- - I- � �--ADJ ST T AS'I C$LO I d E OIS� III I I ` }EELpED 015 3'7 I I (SEEP Ah" V- o Ll 4 w�By(noRPLM�'G J _J r 1 -T T- r—I p 6 OPT. L-1 -L o STOOP 4 FT—rl I r. --i I �r-'l {T PLOQR �F TO I I 4' GONG. SLAB ON I I Y - COMP. GRANULAR ! ! ! I I I I� Il I' ' v�Er9 I' EIGR I -J ISTD I I ----- FILL. SLOPE MIN. l y I I III I I I f 16'IoW I I I 216 FROM HOUSE VERIFY PRIOR TO �; ! ! I I I POUR II( LUS*)9 2 L!SL ! I _ f3 2x(i ,/2" IS' �LBI(FLl15H) I 1 }3) 2L _ I 4x8' WD 'BI't I _ � BLK•G I I(DdaPF!Ew i t I I I I i I I I I I I I I I, V AN+R A5 I ! I ! I! 1-9'D I I I I I I I I a� I I I I I I I i I' �w II l i i l i i ;i l i i i i l i i II aaL ,I' i i a =gs II I I I; i i i i i �i i i i i i i i i li Qi m� J I I I I I I I mi I I I BLIK'G N c4NT.1 I I -IR•x9-la!�I��I I I I I I I I i I I I � lSEE LPI LfYokfTj LSL 4XLL1 I L 51/�x151GL� I II I I -LJ FLuswlyl I I I I i I I I I I 4x12 WD. BM. (9'L) STRAPPING PER SWEET 51 TOP FLANGE (SEE DETAIL I/D3) SEE DETAIL HANGERS AS WALL PLT WT a ENTRY SPECT) STRAPPING PER SHEET 51 CWAW E, SEE DTL I/D3 ® i SEE DETAIL SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION B'8'-6�.-r{. 6r=C0ND LF -VEL FLOOR PRAMIN(3 SCALE= 1/4' = 1'-0' (24 X 36 SHEET) 0 2' 4' 8' 10' SCALE: 1/8' I'-0' (11 X 11 SHEET) •I •I 2464 SW OLAGER PL REDAIOPD OR 97'756 PHONE 541-92�-6607 FAx 541-548-0761 r� uj 0 VLL. zr1/ `V !j a •` Ln m �'Lu 1� • 4F. • 0000 • • i•••• 0000• I• • 10000• • 0000 REVISIONS CURRENT AS OF 090418 FOUNDATION/ 2ND LEVEL FRAMING PLAN START POINT 25'-0' RAKED 4x4 WDPOST W/— APPROVED CAP e [SASE- WRAP PER ELEVATION5 RO®r1=i2AM INCj I'll, SCALE: 1/4' 1'-0' (24 x 36 SHE TI O 2' 4' S' 10' SCALE: I/5' 1'-0' nl x n SWEET) SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION ROOF VENTILATION CALCULATION : ROOF ATTIC AREA: 1.163 FTS 1/300 MIN. VENT RECI'MENT = 3.88 FT2 (7) CITY ROOF VENTS (BASE PLAN) SYMBOLS LEGEND 6� INTERIOR BEARING WALL INDICATION. ® RAKE FRAMED WALL TO CEILING ® BLOCK INDICATION APPROVED JOIST/TRUSS HANGER F APPROVED BEAM/GIRDER HANGER C RAFTER TIE DOWN ROOF ANCHOR TTPE AR5 2.4 -PLACE 10' FROM GABLE ENDS AT MIK 17" FROM RIDGE 2484 SW CIACEH R FFDMOHD Ofi 97756 PFIONE 541923-6607 FA% 541-548-D76� CURRENT AS OF 101514 ROOF FRAMING PLAN SEE CS A4 13033S SN`dld DNIlHDII mvm jo SV 1N34iWO SNOISIAgU • ' .. •�� oeeo• •• • • • •••• II I • 0•N• e „•••0 e • ••••' O • 00••, IWO-WS-If99XV=l HO AC NC910L b5 3NOHd Id H31oVlo MS mz uoam�� xs� wloWe�almam�w'anu�»rrxv�iam3r 1� ti autl SnvMw�I+Isarld woLLf 3HfLLX131H'�Il1N3OS3NOnl3 V3HVONI9Wnld[)N 08WOO NV31H911 NOLLtlInSNI TI'a'M ON(IOS. 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(01S) tYivld5J17V0 ..9 - ® - 1N3�7V rsvlds�I�va ..z ido (133HS LI X IU .0-.I = .8/I 91VOS ,01 .8 .b .Z 0(133rS 9£ X bL) .0-I_• .b/I '31V7S �NI.LH I 'STN '31V7S ENI-dlM N3A3AIJOS-LVIA --CdO f L30 37vld3al3 /W 31v�O13a d 015 /m XVO3 03a31NAN3711311110 XV00 ggnl 0r ,141L> -10 dig /,n 3811 3anW6 �1311fYJ '01ST ^Y ®'j�® .vlsl I 3'J03 11Nn 37v'1d lw I �I wrum s1311roJ11 37 J3 •saro-�O I saro�o i I 3�vld3al3 3a3Hm I I 3a3H+I 37vld3alj � I Iy I4-- ----- I t 2--------------� (N30 a0/0NV tO CSG NI 031V001 N3Wnq10310ad 'i" linaw v 30 lsnJJ/////• 1311n0 031401030 (133HS LI x 111 .0-.I = .9/I31V7S .01 R ,4 ,z 0(133H9 9£ X bz) .0-.I .b/I 31VOG --------------- i� I ' ® F17ZIOC3 ----------------------------------------- LHeJll 39 01 3ONnOS NO111N91 / 53H011mG IVOINVHO3W ® ®_____________� I NE H n-LI� 'SNOIlt/JO-i OIQIId `NouvinSNI TIVM UNf10S `DNI-LHOI-1 xv 9 lx�d0 031J313S NAM av7-f 01 31V l3al I- 9NOISN31X3 /1n fR103 f is J i Nouv70l 13Nv SnfOV Y JOE ------------- b (133HS LI x 111 .0-.I = .9/I31V7S .01 R ,4 ,z 0(133H9 9£ X bz) .0-.I .b/I 31VOG --------------- i� I ' ® F17ZIOC3 ----------------------------------------- LHeJll 39 01 3ONnOS NO111N91 / 53H011mG IVOINVHO3W ® ®_____________� I NE H n-LI� 'SNOIlt/JO-i OIQIId `NouvinSNI TIVM UNf10S `DNI-LHOI-1 xv 9 BRACING REQUIREMENTS - SEISMIC D1 BRACED BRACING BRACED WALL REUU TOTAL ADJUST TOTAL REOU LENGTH NOTES NALL LINE METHOD LENGTH BRACING FACTOR BRACING PROVIDED I 1 C5 26 10.14 Im 10.14 13.5 2 W5P 25 12.6 10 12,60 I60 3 CS j ZS 1014 1.0 1014 5EE c5 -PF DETAIL) GI / G2 GS R 2.04 1.0 204 40 p CS 42 1606 12 19.21 240 15 Cs 44 16.82 12 20.15 229 in 314 Bm SEISMIC WALL LINE ADJUSTMENT FACTORS wl®wau NYCEOwNL wMLOLOD xorcauls crrNolm NAsoxm cnINaTNNL wuLINE aululNBrt x D1L S1Nw MBCIIf R'ARXG ILIO MDImD FJILIOx YTNBA MGlpl TAB1RR 11WITT F4LBi I-3 IID IID IID 10 ID IID IID GI / G2 IID 10 IID IID IID lID IID IID 4 10 Il IID IID IID IID l0 L0 II B IID 11 IID IID IID lID LO IID 11 L IID IID IID IID IID IID IID IID IID IY BRACING REQUIREMENTS - SEISMIC D1 p BRACING REQUIREMENTS - WINDS 120 MPH BRACING REQUIREMENTS - WINDS OBRACED BRACING BRACED REUD TOTAL TOTAL LENGTH WALLBRACING ADJUST REO'D NOTES O J J WALLLNE METHOD PROVIDED / LENGTH FACTOR BRACNG V- I..I... IA GS 25 416 10 4.16 50 ❑ O J 2p CS 28 4.16 1.0 416 105 Z PROVIDED AI C5 23 3.91 Im 3.91 10.5 O UL BI GB 24 12 10 120 80 U 2 WSP20 CI CS 25 425 IID 42S 105 N SEISMIC WALL LINE ADJUSTMENT FACTORS 1.21 1-0FIS 5EE GS -P DETAI xMImwNL sloxrxxart Bwutowau waLo5u0 xaollxlN c12NW10 N0.50MY cmwlFnNL wNLlve ,.AII�sTANon IIx• sMaNs Lmo o61owM r++.,ox re,®I Tu1mT IYY 1BiTxwxi fiYDL GI / G2 CS 20 09® IIDID #DF SEISMIC EpYETO WALL ULTIMATE NO $TORUS ZONE MEIGGT HEIGHT WIND SPEED DO'( INE PRESCRIPTIVE WALL BRACING LEGEND CS CS-WSP-1116'APA. RATED SHEATHNG(CONTINUDOSLY SHEATHED) (ONE FACE FULL HEIGHT- BLOCK ALL PANEL EDGES) 1. NAILEDWRHed COMM_(11131"z25") AT 6. O.C. AT EDGES AND IT O -G. AT FIELD 2 MIN. PANEL LENGTH PER TABLE AS SPEC'D 3. ENTIRE BRACED WALL LINE(BWL) SHALL BE CONTINUOUSLY SHEATHED, O N.O. 4 24" CORNER RETURN REDID ON EACH END OF BWL PER DETAIL 1/D2 5. IN LIEU OF X" RETURN, 90DW HOLDOWN REO'D oz 0S11m,21Pf I5 WUN,t GIa$1 Lal p21PfYd1151�m] OtsGI a.2 R012 o.>(milIrci20,51Btl�AAi alsl:l Q0131R[22015 wmn olaq CONTINUOUSLY SHEATHED PORTAL FRAME (MAX PANEL HEIGHT= 10'-0Y MIN- HEADER- 3' X I1- 6 NET) 1- NAILED WITH W COMM (0131"x2 )AT 3'OC_ AT ALL FRAMING (STUDS, BLOCKINGSILLS,-) AND 2. SEE DETAIL AS 111 -CO FOR ALL REQUIREMENTS Loa1a„21xam, +]olLal z DcuRE lao2-tn.Iam2lnr�mts lxcrzm>Grec) WSP Tlt6•APA.-TED 511EATHINGOFT/E-9TENT BRACING) XX' (ONE FACE FULL HEIGHT- BLOIX ALL PANEL EDGES) 1. NAILED WITH W COMM U1.131" 51 AT 6'O.C. AT EDGES AND 1T O.C. AT REM 2. TYP-PANEL-4 ,REDUCED WIUTHSALLOWED 3. ACTUAL=WATFWALLL=36'BOING/ 4. ACTUAL=36'AT B'WALL=27'BRAGNG l9'WA xs --2 �;z R�;o,15 0 S�Im,21�2x,51x�2x,] xl�, a TAxIFA�2,a,2,�,]I�R�51AG2x,]Dx� GB 12" GYPSUM BOARD (1NTERMIITENTBRACING) XX' (FULL HEIGHT- BLOCKALL PANEL EDGES) 1, MN. PANEL LENGTH=48"(BOTH SIDES OF WALL) 2. MIN- PANEL LENGTH 7W (ONE SIDE OF WALL) 3. A6 SCREWS AT T'O.C- AT EDGES AND 7.O.G-AT FIELD 4. FULL -DEPTH BLK'G REO'D IN FLOOR SYSTEM -DTL 2D2 �us1mTTIRVAISncrnnG .A mA IaN2 �z -IT sn uLscl a FlGBBE REOz10.w21�1211GAISRD211] BRACING REQUIREMENTS - WINDS 120 MPH BRACING REQUIREMENTS - WINDS 120 MPH p WALL LINE METHOD BRACING SPACING FACTOR BRACING PROVIDED LL. IA C5 23 3.95 19 312 BRACED BRACING BRAC D WALL REQ'D ADJUST REO'D LENGTH NOTES O J NALL LINE METHOD SPACING BRACING FACTOR BRACING PROVIDED LL_ I CS 20 350 1.03 3111 14.0 1-5TORY GI G5 13 2.90 103 2.99 2 WSP20 80 103 824 160 3 C5 20 1.21 1-0FIS 5EE GS -P DETAI GI / G2 CS 20 390211 40 I -STORY A CS 28 SO1)1 240 e Cl 28 90 C5 12 23 182 all BID -STORY WINDS ADJUSTMENT FACTORS u1VE TO BRACED WIND RMGE WAIL # GYPSUM TOTAL B# GYPSUM BOARD HOLD-DOWN ADJUSTMENT NALL UNE EXPOSURE HEIGHT HEIGHT WALL BOARD NAILING FACOR 09® IIDID #DF SEISMIC EpYETO WALL ULTIMATE NO $TORUS ZONE MEIGGT HEIGHT WIND SPEED DO'( INE PRESCRIPTIVE WALL BRACING LEGEND CS CS-WSP-1116'APA. RATED SHEATHNG(CONTINUDOSLY SHEATHED) (ONE FACE FULL HEIGHT- BLOCK ALL PANEL EDGES) 1. NAILEDWRHed COMM_(11131"z25") AT 6. O.C. AT EDGES AND IT O -G. AT FIELD 2 MIN. PANEL LENGTH PER TABLE AS SPEC'D 3. ENTIRE BRACED WALL LINE(BWL) SHALL BE CONTINUOUSLY SHEATHED, O N.O. 4 24" CORNER RETURN REDID ON EACH END OF BWL PER DETAIL 1/D2 5. IN LIEU OF X" RETURN, 90DW HOLDOWN REO'D oz 0S11m,21Pf I5 WUN,t GIa$1 Lal p21PfYd1151�m] OtsGI a.2 R012 o.>(milIrci20,51Btl�AAi alsl:l Q0131R[22015 wmn olaq CONTINUOUSLY SHEATHED PORTAL FRAME (MAX PANEL HEIGHT= 10'-0Y MIN- HEADER- 3' X I1- 6 NET) 1- NAILED WITH W COMM (0131"x2 )AT 3'OC_ AT ALL FRAMING (STUDS, BLOCKINGSILLS,-) AND 2. SEE DETAIL AS 111 -CO FOR ALL REQUIREMENTS Loa1a„21xam, +]olLal z DcuRE lao2-tn.Iam2lnr�mts lxcrzm>Grec) WSP Tlt6•APA.-TED 511EATHINGOFT/E-9TENT BRACING) XX' (ONE FACE FULL HEIGHT- BLOIX ALL PANEL EDGES) 1. NAILED WITH W COMM U1.131" 51 AT 6'O.C. AT EDGES AND 1T O.C. AT REM 2. TYP-PANEL-4 ,REDUCED WIUTHSALLOWED 3. ACTUAL=WATFWALLL=36'BOING/ 4. ACTUAL=36'AT B'WALL=27'BRAGNG l9'WA xs --2 �;z R�;o,15 0 S�Im,21�2x,51x�2x,] xl�, a TAxIFA�2,a,2,�,]I�R�51AG2x,]Dx� GB 12" GYPSUM BOARD (1NTERMIITENTBRACING) XX' (FULL HEIGHT- BLOCKALL PANEL EDGES) 1, MN. PANEL LENGTH=48"(BOTH SIDES OF WALL) 2. MIN- PANEL LENGTH 7W (ONE SIDE OF WALL) 3. A6 SCREWS AT T'O.C- AT EDGES AND 7.O.G-AT FIELD 4. FULL -DEPTH BLK'G REO'D IN FLOOR SYSTEM -DTL 2D2 �us1mTTIRVAISncrnnG .A mA IaN2 �z -IT sn uLscl a FlGBBE REOz10.w21�1211GAISRD211] STORES I GEIOSNIC I WIN H;D HEIGHT WINUSPEEDI ET(POSURE EIGT 2 3 2&' -fid• i g i pl�•WEII! Z4' 145' 48' 4B' . s 48'c 0 ❑7 48P 48P 48' 48' CS 48' ' F -c1 F-cs-I ae• LTJ L*9J rc1 L5j II l CS I as' I ii i � 0 II I I I� -1000' ST - 1650. 5TRAP r48 5- E DETAIL SEE DET ¢s- LBJ 1650. 5TRAJ17"-E ia'2a' C5 DETAIL SEE DETAIL 5-X700STRAP-�� I -1650. 57RAP----_g5EE DETAIL SEE DETAIL 5-�, _ J ia• 3/D2 3/D2 24' 5EE DETAIL 3/D2 5EE DETAIL 5EE DETAIL OPT 4FT EXT 24' 3/D2 3/D2 24' A C MAIN FLOOR aH€ARWALL PLAIN SCALE: 114' = I'-0' (24 X 36 SHEET) 0 2' 4' 8' 10' SCALE: I/8' I'-0' (II X Il SHEET) TT775F.� 62 GI UPP€IR FLOOR &H€ARWALL PLAN NOTES SGdLE: I/4' = I'-0' (24 X 36 SI-IEET)0 2' 4' 8' 10' ALL BRACED WALLS RNISHEDWITH MIN. 1/2' GYP. BOARD OR EQUIVALFTNTAT INTERIOR SIDE OF WALL, U.N.O. SCALE: I/5' I'-0' (11 X Il SHEET) XX BRACNG METHOD XX' MIN. PANEL LENGTH PROPOSED IN INCHES n.e manxate��L vna u.xxus. 24154 {IEpp(OPDOPOR 97756 PH541-923-6601 Fs41-546-0761 Im REVISIONS J CURRENT AS OF 040450 SEISMIC 2(168 D1 / _< 120 MPH PRESCRIPTIVE WALL BRACING SEE CS Sl 0000 0000 0000• • V 0000• ••••• • • • • 0000 • 0000 0000• • • • • BRACING REQUIREMENTS - WINDS 120 MPH p BRACED BRACING BW,� REaD ADJUST REQU OTAL LENGTH NOTES O WALL LINE METHOD BRACING SPACING FACTOR BRACING PROVIDED LL. IA C5 23 3.95 19 312 50 Q 24 C5 23 3.95 l9 337 105 7 Al CS 16 2.90 103 2-99 105 51 GB I6 SBPJ 103 59l 5.0 `% GI G5 13 2.90 103 2.99 10.5 ,w V I WINDS ADJUSTMENT FACTORS SAVE TO # OF GYPSOM TOTAL BRACED WIND R1Dl;E WALL BRACED GYPSUM BOARD HOL0.fI0WN ADJUSTMEM WALL LBO:.1I' URE HEI6HT HEIGHF WALL BOAR= NAILING FACOR STORES I GEIOSNIC I WIN H;D HEIGHT WINUSPEEDI ET(POSURE EIGT 2 3 2&' -fid• i g i pl�•WEII! Z4' 145' 48' 4B' . s 48'c 0 ❑7 48P 48P 48' 48' CS 48' ' F -c1 F-cs-I ae• LTJ L*9J rc1 L5j II l CS I as' I ii i � 0 II I I I� -1000' ST - 1650. 5TRAP r48 5- E DETAIL SEE DET ¢s- LBJ 1650. 5TRAJ17"-E ia'2a' C5 DETAIL SEE DETAIL 5-X700STRAP-�� I -1650. 57RAP----_g5EE DETAIL SEE DETAIL 5-�, _ J ia• 3/D2 3/D2 24' 5EE DETAIL 3/D2 5EE DETAIL 5EE DETAIL OPT 4FT EXT 24' 3/D2 3/D2 24' A C MAIN FLOOR aH€ARWALL PLAIN SCALE: 114' = I'-0' (24 X 36 SHEET) 0 2' 4' 8' 10' SCALE: I/8' I'-0' (II X Il SHEET) TT775F.� 62 GI UPP€IR FLOOR &H€ARWALL PLAN NOTES SGdLE: I/4' = I'-0' (24 X 36 SI-IEET)0 2' 4' 8' 10' ALL BRACED WALLS RNISHEDWITH MIN. 1/2' GYP. BOARD OR EQUIVALFTNTAT INTERIOR SIDE OF WALL, U.N.O. SCALE: I/5' I'-0' (11 X Il SHEET) XX BRACNG METHOD XX' MIN. PANEL LENGTH PROPOSED IN INCHES n.e manxate��L vna u.xxus. 24154 {IEpp(OPDOPOR 97756 PH541-923-6601 Fs41-546-0761 Im REVISIONS J CURRENT AS OF 040450 SEISMIC 2(168 D1 / _< 120 MPH PRESCRIPTIVE WALL BRACING SEE CS Sl 0000 0000 0000• • V 0000• ••••• • • • • 0000 • 0000 0000• • • • • I� I I RIDGE BD- - 2.6 DF R I _ _ I I (SEE NOTES 1 6) I r / ROOFING AND 5NEATHNG AS SPEC'D. \ _ _ _ _ _ _ _ _ - - II II II II II I I \ II II II a I p // -2x4 DF x POST, TYP- COMMOV NAIL W 11I6d TIG FLOOR SHTHG. (SEE NOTES I ( 3) 2n PT. SILL PLATE w/ 24" MIN. 24" MIN. AS. OVER AS VALLEY PLATE 2x8 FLAT I-JO15TS ISTS PER LAYOUT I SPLICE OVER 5"T"Yz- w/ (2) Ibd TO I I II I II / EACH TRU55 T CHORD I I \\y II II II II I'r 2x4 DF 2 Y RAFTERS ?2�FLAT7CHOKV15 o Zq" O.G. TOO V v LLEY RATE I POST5 - 2.4 OF '21 TYP. BEYOND (SEE OTES 2 4 4) VALLET RAFTERS 48"0 EED C. STAGGR Zz4 DF l5EE NOTES 2 42 (SEE NOTES I, Z, 4 3) - " ' END WALL TO SUPPORT FLOOR AT RIDGE POSTS • i; i-� , . ^ �J a _' - I OR WHERE HEE FOOTING SECTION 'A' -2x6 OF 2 RIDGE BD. 15 MORE THAN 8 FT, PROVIDE 'SEE NOTES 4) FOOTING SECTION I6 GA_ n 15" x 4' MIN. METAL STRAP TIE ESPLICE -2x4 DF x POST, TYP- COMMOV NAIL W 11I6d TIG FLOOR SHTHG. (SEE NOTES I ( 3) 2n PT. SILL PLATE w/ 24" MIN. 24" MIN. AS. OVER AS AEI.'6 AS SPEc'D. DBL. Ix TOP R I-JO15TS ISTS PER LAYOUT SPLICE I" OSB RIM BD., TYP. UNO. ?2�FLAT7CHOKV15 CRIPPLE WALL FRAMING m/ 2x6 STUDS . 16" O.G. - STEP ON. AT - " ' END WALL TO SUPPORT FLOOR AT RIDGE POSTS • i; i-� , . ^ �J a _' - JOISTS (NO JOIST HANGERS) -j4- MIN. 4B"MIN. - SEE TTP. WALL SECTION 4/pl M OVEI�AP FOR NOTES IN COMMON PLACE FOOTIN55 ON - L'� + IL o- • �. I I P PE. TRUSSES . 24•' OL.-� E. TR155E5 w 2a^ O.C. PER UNDISTURBED SOL PER LAYOUT LATOUT w/ SHEATHING. CONT. COMPACTED GRAVEL I I P.E. TRUSSES- 24" OL. PER PLAN UNDER OVER -FRAMING I ' I- G • - • / b _ . I 24" DOUIEL5 TO MATCH L2REINFORCEMENT 4" PER R4N Issrssss9R_��- TYP. OVER -FRAMING DIAGRAM ,A TYP. OVER -FRAMING SECTION T 2464 SW GLACIER PUKE p1 SCALE: V4"=1'-0' (24 z 36 SHEET) D1 SCALE: I/2"=1'-0' (24 x 36 SHEET) 3" R RE23 6607 OR 97756 SCALE: V4"=I'-0' (IIx M SHEET) SCALE: 1/4"=1'-0' (11 x 11 SWEET) PH: 1-923 6607F: 541-548-8781 OVER -FRAMING NOTES :COMP. 5HNGLEr OVER 15• ROOFING FELT OVER 5STEPPED FOUNDATION COMP. SHINGLES OVER SHEATHING AS SPECD. 15• RDOFING FELT OVER I. POST DOWN FROM RIDGE BD- AT 48" O.C. D7 5CALE: 112"=F -0-R4 x 36 SHEET) COMP. SHNGLES OVER r/M SHEATHING AS 5PEC'D. D18 TO SHEATHING BELOW. ATTACH P05T5 TO _---- -" -- 5CALE: 1/4"•I'-0' (II z 11 SHEET) BD. w/ f4) 10.1FACE NAILS. 15• ROOFING FELT OVER RIDGE -- ATTACH F-05TS THI3.I LOWER ROOF SHTH'G, i ------ SHEATHING AS SPEc'D. W - APA RATED OSB ROOF SHdLOAD FOR VALUES GREATER THAN SHOWN. VERIFY REQUIR PERFORMANCE CAT. APA SPAN RATING ALLOW. COMP. 5WINGLE5 OVER , ROOFING FELT OVER SHEATHING AS 51FEC'D. --.- I I � I ' TO 7 1r cI BETWEEN 71x155 TOP CHORD DIB I --- 1 I -' w/ Q) Ibd TOE NAILS. l � 2 WT I__---2. P057 DOLLN FROM VALLEY RAFTERS AT45" O.C. TO 5HTH'G. ABOVE TOP CHORDS--- OFTRU5SE5 BELOW. STAGGER PO5T5 ASO O INDICATED ON DIAGRAM AND ALIGN w/TRU55E5 BELOW. ATTACH POSTS 70 VALLEY RAFTER5 w/ l4) IOd FACE NAIL5. ATTACH POSTS THFdJ 5HTH'G. 70 TRU55 SIDING ANDHOUSETOP CHORDS w/ (2) Ibd TOE NAIL5. WRAP AS SPEc'D. - SEE DETAILS, SWT. DS4 PE- TRUSSES . 24" O.C. w/ SIDING AND HOUSEBRACING PER MAMFS WRAP 45 SPECD. - 3. P05T5 OVER -15" SHALL BE 2 -PLY, DETAILS - PROVIDE IN5UL. SEE DETAILS. 5HT. D59 PE- RSES a Zq" OC w/ 51ONG AND HOUSE PE. TRUSSES . 24" OL. w/ STITCH 2x4'. TOGETHER w/ (2) ROIUS OF AS REQ -D- (SEE SHEET NS) BRACING PER MANUFS_ W WRAP A5 SPEC'D_ - BRACING PER MANWF'S. IOd NAIL5 a 6" OG_ DETAILS -PROVIDE INSTIL. SEE DETAILS, 5HT. 0.54 DETAILS - PROVIDE IN5UL. A5 REO'O- (SEE SHEET INS) � ^ AS REO'D-(SEE SHEET NS) 4 ATTACH VALLEY RAFTERS TO RIDGE BD. CO'1P. SHNGLES OVER V / • AND TO VALLEY PLATES w/ (3) 16d TOE IS• ROOFING FELT OVER _ • • • • *00. NAILS AT EACH LOCATION. SHEATHING A5 5PEC'D_ GOYIP. SHIN -al -ES OVER • j i COMF SHINGLES OVER - _ ^ 15• ROOFING FELT OVER IS• ROOFING FELT OVER I----. SHEATHING AS SPEC'D_ • • • s • • • • 0 • • • • SHEATHING AS 5PEC'p- \ GENERAL NOTES : 1 !' • • • • I L SEE SHEET NS -ROOF FRAMING NOTES me FOR LOCAL ICE SHIELD REQUIREMEIV75. I I • 1 I I oTe I • � •104111, - 2. SEE SHEET NS - ENERGY CODE REQUIREMENTS ` � PE TRJ55E5 0 2a- oc. PER • • I FOR SPECIFIC ROOF INSULATION VALUES. `-_- LATOUT w/ BLOUN-IN INSUL. 1 I • • • • • AS REO'D. fSEE SHEET NS) `--- - J PE. TRUSSES a 24" O.C. PER ( J - PE TRUSSES . 24" O.G. PER AND NT. FINISH AS SPEC'D. I I LAYOUT w/ BLOUN-N IN5UL. • LAYOUT w/ BLOWN -IN IN5UL. AS RED D. (5EE SHEET NS) • • •ago** SIDING AND HOUSE---- A5 REO'D. (SEE SHEET NS) OVER -FRAMING. TTP. AND INT. PNISH A5 SPEG'D. • • ! • 7 • WRAP AS SPEG'D. - \\ AND INT. FIN15H AS 5PEC'D. COMP, SHINGLES OVER - SEE DETAIL 1 I DI • • • • • • • • SEE DETAILS. 5HT. O54 `P.E. TRJSSES a 24" OL. IY ROOFING FELT OVER 51DING AND HOUSE.. • PER LAYOUT w/ BRACING SHEATHING A5 SPEG'D. --_ _ _�--- - WRAP A5 5PEC'D. - PER LAYOUT DETAILS ( if SEE DETAILS, SHT O64 2x6 57UD5 . 16" O.C. w( 2.6 STUDS a I6" O.G. w/ • • • • 2.6 STUDS . 16" O.G. w/ I R-21 BATT I -E AND • • R-21 BATT iNSUL. AND R-21 BATT IN51UL. AND • Y• M. FINISH BATT AS SPEGD. INi. FNISH AS SPEC'D. 51DNG AND HOUSE INT. FN15H AS SPEC'D. T 1A A COMP. SHINGLES OVER - WRAP AS SPEC -0. - - oT - 3/4" T4G FLOOR 6HTH'G. 314" T 4G FLOOR SHT SR • • • • E • • • IS• ROOFING FELT OVER 5EE DETAILS. 5HT. DS4 3/4" TIG FLOOR 5HTH'G. AS SF'EG'D. OVER ENGR SHEATHING AS ` OVER _ ___ AS SPEC -D. OVER ENGR I AS IST$ P. OVER ENGR •' m ----� -JOISTS PER LAYOUT • • S • • 1 • • • I -JOISTS PER LAYOUT I -JOISTS PER LAYOUT O d ( i • • • • ( 1 PE. TRU TOUT 24. OC. - I^----- O U I" OSB RIM BD-. 1 -- -- - ( I" OSB RIM BD..--. I PER L TOUT MIN a UQ TTP. UJV.O. • • • TTP. UPLO. I I IR" GYP, BD.TNG I O UT I ; 1 j. o s' REVISIONS 4 1 ' me I 1 I 4 .wn 3 l I PE TRJ55E5 a 24•' OL. ( _ _I K-30 FLOOR IN5UL. PE TRUSSES . 24" O.G j 5/B" TYPE '%' GTPSIIM D18 SN. --- ( PER LAYOUT PER LAYOUT w/ PE TRUSSES . 24" OG- PER BD. CEILING UNDER CURRENT AS OF 100118 _ ---- In" GTP, BD. CEILING LAYOUT DLO -IN IN5UL. LNNG SPACE REO SIDING AND HOUSE 5/8•• TYPE 'x' GYPSU't BD. AND INT. FINISH A5 5PEC-D. WRAP AS SF Ec'D. - GARAGE GARAGE GARAGE SEE DETAILS, SPT. D54 GARAGE 2x6 STUDS . 16" O.C- w/ SIDING 2.6 5TUD5 a 16" OC_ w/ `-R-ZI BATT IR5UL AND 2z6 STUDS o 16" O.G. w/ R-21 BATT INSUL. AND AND "OUSE WRAP AS SPEG'D. R-21 BATT IN5UL. AND 2x4 STUDS . 16" OC. u/ 2x6 5TUD5 . 16" O.C. w/ 112" GID '1 BD. CONT. INT- FN15H AS 5PEG'D. In, GTPSTYT 13D. DONT- INT. FINISH AS SPEG'D. -5EE DETAILS. 5HT. DS4 INT. FINISH A5 5FECD- 51DNG AND "OUSE INT. FINISH AS 51 -EC -D. INT_ FINISH A5 5PEC'D. WRAP AS SPEC'D. - 2.6 PT- SILL PLATE w/ 2x8 P.T. SILL PLATE w/ 324" T4G FLOOR SHTH'G. 2x P.T. SILL PLATE w/ - 3/4" TSG FLOOR SHTH'G. 5EE DETAILS. SWT. DS4 2.6 P7_ SILL PLATE w/ 2x6 PT. SILL PLATE w/ AS E FLOOR SHTHG. AB's AS SPECO.A5 SPEC'D. OVER ENGR AB-'. AS 9PEC'D. -JOISTS PE _ ANCHOR B0.T5 AS SPEC'D. --- _ _ A13.'s AS SPEC'D. A13.'e AS SF'EC'D. AS SF'EC'D. OVER ENY..+R R LAYOUT OVER R n• _ AS SPEC -D. --- r- JOISTS PER LAYOUT l � � I -JOISTS PER LAYOUT 4" CONIC SLAB ON COMP. I � i I 4" GONG SLAB ON COMP. I T 1 a- ra4c- SLAB ON ca'm. I I 1 4" GONG. SLAB ON GO -IP. GRAVEL BASE AS REOD GRAVEL BA AS REOD OT0. GRAVEL BASE A5 REO'D � D I = Z SIM 1 GRAVEL BASE 45 REO'D SIM. - �, _ I •� ' - - R-3 FLOOR INSTIL R- FLOOR IN5UL. R P` IN5UL_. TYP. WALL I -I II I GCPIC. FNDm. WALL I I I I � AND FTG, PER FLAN 'I 111 -II" . 6 MI BLACK POLY - I I I I III - I I I 1 IIF CONC. FNDM WALL -1 GD FTSC. F PER WALL-+-. I ��- - - 6 MI BLACK POLY- AND FTG. PER PLAN 6 MI BLACK POLY- I ETHT ENE SHEETING SECTIONS CONG. R4DTN. WALL AND - GONG. ITVDTN WALL AND FTG PER PLAN _ ETH LENS SHEETING _ - ETN GENE SHEETING PERMETER DRAIN PIPE I I 1.. - - ONLY AS REO'D. FOR I I - AND FTG. PER PLAN 1�- 1 ��_ I FOOTING PER PLAN F -I _ - SIM.-�. I ..I LOCAL 501E CONDITIONS ��- o SEE CS 2 TYP. EXT. GARAGE WALL SECTIONS _ a TYP. GARAGE TO HOUSE WALL SECTIONS a TYP. WALL SECTION j11 Dt 5CALE. 1/2"=1'-0' (24 x 36 &H --E7) SCALE: I/2"=1'-0' (24x36 SHEET) J I D1 5CALE: 1/2"=1'-0' 124 x 36 SWEET) SCALE: 1/4"=1'-0' (IIx I7 SHEET) 5CALE: I/4"=I'-0' (II x Il SHEET) 5CALE- 1/4"=1'•0' (11 x 11 5HEE7J HEADER CONTINUOUS OVER BOTH BRACED WALL PANELS w/ DBL PORTAL FRAMES 2' TO 18' MAX. FINISHED WIDTH OF OPENING I L STEMWALL PER PLAN MIN. 3" x 11-I/4' NRT HEADER (HOLD TIGHT TO F T OF WALL) - -FASTEN SHTH'G. TO HDR. w/ bd COMMDN o GALV. BOX NAIL5 IN 3" GRID PATTERN AS SHOWN HEADER TO JACK -STUD 5TRAP5 PER PLAN AND TABLE R607.10b.4 ON EA. SIDE OF OPENING (OPPOSITE SIDE FROM SHEATHING) FOR A PANEL SPLICE IIF NEEDED1 PANEL EDGES SHALL OCCUR OVER AND BE NAILED TO COMMON BLK'G. w/ Sd COMMONS a 3" O.G. EA EDGE - LOCATE WITHIN MIDDLE 24" OF PORTAL LEG HEIGHT t DBL. 2x6 STUDS EA, SIDE OF PANEL AS SHOWN w/ MN. 3/5" WOOD STRL. PANEL SHTH'G- w/ 8d COMMON o GALV. BOX NAILS a 3" O.G. IN ALL FRAMING (STUDS, SILLS, BLK'G., ETCJ r MIN. (2) AB.'s INSTALLED PER R4031.6 w/ 2"x 2"x 3A6" 5G. PLATE WASHERS GARAGE 5LAB w/ THICKENED EDGE PER PLAN STEMWALL PER PLAN NOTE: ALL 140TES TYP. AT EACH PANEL LOCATION SPECIFIED PER PLAN TENSION STRAP PER TABLE R602J0.6 A ON EA. SIDE CF OPENING PER PLAN - PRONDE 2. FILLERS INSIDE HDR FOR STRAPS AS REO'D- -CENTER STRAPS AT BOTTOFI GF HEADER HEADER PER PLAN (MN. 3"- d' FACE NAIL KING STUD TO HEADER w/ (6/ 16d 61NKER5 EA. END -PROVIDE 21 FILLERS IN51PE HDR FOR TEN51ON STRAPS AND GARAGE DR TRACIGS AS REOV FACE NAIL TOPPLATE TO HEADER w/ TWO ROW" OF 16d SINKERS a 3" O.C. TTP. MIN, 3/8" THICK WOOD STRUCTURAL PANEL SHEATHING, CONTINUOUS FROM TOP OF WALL TO BOTTOM OF WALL a SPLICED AS PERMITTED SLAB PER PLAN GONG. FODNNG PER RAN 3 METHOD CS -PF: CONT. SHTH'D. PORTAL FRAME D2 SCALE= 1/2"=1'-0' (24 x 36 SHEET) R602.10.6.4 5CALE: 1/4"-1'-0' (11 x IT SHEET) EXT. BRACED PANEL PER CONTINUOUS RII EX(. BRACED WALL PANEL PER PLAN CONC.FNDTN WALL PER PLAN SHTH'G, AS SPEC'D- OVER R I -JOISTS PER LATOUT 2 FULL -HT. BLKIG. CONT. ALONG LENGTH OF BRACED WALL PANEL FACED PANEL RR SHTH'G. AS C'D. OVER ENGR I -JOISTS LATOUT I FULL -HT. BLK'G. CONT. ALONG LENGTH CF BRACED WALL PANEL (3)STUD CORNER FRAMING TO ALLOW EXTENSION OF INSULATION TO EXT. CORiJER EXTERIOR (2) 2.6 'LBLK'G. AT INTERIOR INTERSECTING WALLS TO ALLOW EXTENSION OF IN5UL. BEHIND SEE NAIL USE CHART / FASTENING SCHEDULE FOR STUD TO STUD NAILING (3) STUD CORNER FRAMING AT INTERSECTION OF REAR GARAGE WALL TO ALLOW FULL EXTENSION OF IN5UL. 2. GARAGE WALL FRAMING PER PLAN GARAGE (2) 2x6 STUDS EA. END OF PORTAL FRAME PANEL (WHERE OCCURS) CS PFF SEE DETAIL .2 TYP. CORNER FRAMING D2 SCALE: I"=1' -D' (24x36 SHEET) SCALE: V2"=1'-0' CII x Il SHEET) ADDTL. JOIST DIRECTLY ABOVE FULL -HT. BLK'G_ c 16" O.G. BRACED WALL PANEL ALONGBRACED WALL PANEL 2 3 (2) Ibd NAILS EA SIDE INTERIOR BRACED INTERIOR BRACED WALL PANEL WALL PANEL I AT EA. BLK'G. MEMBER ADDT'L- JOIST \ FULL -HT. BLK'G- 016 OIC- DI RECTLT BELOW ALONG BRACED WALL PANEL BR--Ep WALL PANEL w/ (2/ 16d NAILS EA SIDE PERPENDICULAR PARALLEL TO FRAMING TO FRAMING OBRACED WALL PANEL CONNECTIONS R602-1.18.2 SCALE: 1/2"=I'-0' (24 x 36 SHEET) SCALE: I/4"=1'-0' (11 x 11 SHEET) NAIL USE CHART / FASTENING SCHEDULE PER TABLE R602.30) SYM. BUILDING ELEMENT QUANTITY, SIZE, AND LOCATION ( SPACING ) TYPES (SELECT ONE) BOT. PLATE TO RIM BD. JOIST, — BLK'G. l2) 16d COMMON FACE NAIL (2) E4, a 16" O.C. (3) Ibd BOX FAGS NAIL (3) EA. a 16" O.G. 1 ❑ (AT BRACED WALL PANELS) ! 8d COMMON ar 10d BOX TOE NAIL a 6" OC- 4RIM RIMBD. Or BLKG. TO SILL Or TOP PLATE 6d BOX TOE NAIL a 4" O.C. • a s (3) 8d COTT'TON �3 FLOOR JOIST TO SILL or TOP PLATE TOE NAIL ••• s•!ew• l3) 10d BOX i � (4) Sd BOX 2464 SW GLACIER PLACE REDMOND, OR 97756 PH: 541-923-6607 F: 561-546-0761 J O ~ W REVISIONS CURRENT AS OF 100118 TYP. FRAMING DETAILS SEE GS D2 V ! • a s • i I f i• ,• iy •�1 ••• s•!ew• i � • ww • •eLL. wf • a • • ••• a r� •I • REVISIONS CURRENT AS OF 100118 TYP. FRAMING DETAILS SEE GS D2 W S -IR" MIN. (3)EVENLY SPACED 0 2.12 OR APPROVED U 10" MIN. TREAD DEPTH Ec.UAL STRINGERS Z E l-3/4" MAX. RISER PROVIDE APPROVED BLOCKING 4 POSITIVE 2x4 SPACER BETWEEN STRAYER AND CONNECTION WALL - NAIL 2x4 TO EA SIDE OF MIDDLE STRINGER FOR RENF. AS REO'D. STAIR SECTION, TYP- SCALE: 1/4" I'-0' (24 x 36 SHEET) SCALE: 1/5" = 1'-0' (11 x 11 SHEET) DETAIL 'A' FOR LAMINATE / TILE COUNTERS PRE -FABRICATED CORBEL 4L� FINISH PER CABINETS DETAIL 'B' FOR GRANITE COUNTERS ONLY PARTICLE BDr TOGETHER w/(4) 1 -IR" MDF SCREWS ATTACH CORBELS TO 2x8w/ (2) 3" SCREWS (EA SIDE) SPACED AS SHOWN - COUNTERSINK SCREWS 4 FILL HOLES 1.4 MDF 3/4" PARTICLE BD. CUT TO DIMENSIONS SPEC'D. w/ FACTORY BULLNOSE EDGE OUT INSTALLER TO GLUE COUNTERTOPS TO TOP OF CORBEL w/ REO'D. ADHESIVE ATTACH GORBELS TO 2x8 w/ (2) 3" SCREWS (EA SIDE) SPACED AS SHOIIN -COUNTERSINK SCREWS I FILL/PLUG HOLES COUNTERTOP PER RELEASE NOTE FOR GRANITE COUNTERTOPS, SEE CORBEL DETAIL '15' 2x TOP PLATE (PER PLAN) CORBELS) - SEE DETAIL 2x5 INSTALLED VERT, INTO NOTCHED 2x6 STUDS w/ (2) 3" SCREWS EA. STUD, &PAGED EVENLT 2x FRAMED PONY WALL (PER PLAN) w/ 5TUD5 a 24" O.G. 2. BOTTOM PLATE (PER PLAN) NAILED TO EACH J0157 w/ (21 10d NAILS EXTEND END STUDS OF PONY WALL INTO FLOOR 5T5TEM AND BLOCK 4 NAIL SECURELY TO FLOOR JOISTS RAISED COUNTERPONY WALL BEAMS/JOISTS BEYOND TO BE WANDERED INSIDE WALL 4 FLUSH w/ TOP PLATE TOP PLATE TO BE ALIGNED w) TOP OF FLOOR JOIST TOP OF PORCH POST : TOP OF PLATE a ENTRY HEADER 4 STRAPPING, SPEC'D FOR ENTRY PORT, FRAME PER FRAMING PLAN 'S' SHE IENTRY WALL= - PLATE CHANGE SCALE: I/4' • I'-0' (24 X 36 5HEET)0 2' 4' B' 10' SCALE: 1/5' = 1'-0' (II X 11 SHEET) BUILDING SECTION - A SCALE: I/4" 1'-0' 124 x 36 SHEET) 0 2' _ 4' SCALE: 1/5" I'-0- (11 x IT SHEET) -- 1 2464 5W QVaCHi R FEGAIOND. OF14TB6 pi-IOPIE 5dt�23-6807 FAX 541-548-0781 Z: V I O LL P � I�1 1 • m ,%l u ur— `� REY�SION3 CURRENT AS OF 901594 BLDG. SECTION AND DETAILS SEE D3 TYP EXTERIOR WALL - 2.6 STUDS m I6" O.G. w/ HOUSE WRAP AND 51DING OVER AS 5P'EC'D. - SEE SIDING AND FLASHING DETAILS, SHT. DS4 3"x 3'1. 0229" 50- PLATE WASHER BETWEEN SILL PLATE AND NUT 2x6 P.T. SILL PLATE. TYP- (2x8 FOR 5" STEMWALL AT HANGER LOCATIONS PER LAYOUT) OVER SILL SEALER AS SPEC .0_ w/ 112". 10" ANCHOR BOLTS AT 6'-0' O.G. MAX. (2 PER BD_ MIN. w/ WA5HER AND TIGHTENED NUT) FINISH GRADE -� WASHED GRAVEL OR CRUSHED ROCK - 2" MIN. UNDER / 6" MIN. COVER 4"m PERFORATED DRAIN PIPE WRAPPED IN FILTER FABRIC CONT. AROUND FOUNDATION TO DAYLIGHT OR DRAINAGE SYSTEM - ONLY AS REQ'D. FOR LOCAL SOIL CONDITIONS PLACE FOOTINGS ON UNDISTURBED 501L OR COMPACTED GRAVEL, TTP. 13ATT IN5UL. AS REO -D. BETWEEN STUDS wl INTERIOR FINISH AS 5PEC'D. I 3/4" TtG FLOOR SWTP'G AS 5F'EC'0. - PROVIDE I 1/2" PARTICLE BD- OVER AT AREAS W/ VINYL 1 FLOORING / 1/4" CEMENT BD. AT TILE FLOORING - ENGR'D. 1-10 I5TS PER LAYOUT W/ HANGERS PER MANUF. - PROVIDE 18" MIN- CLEARANCE TO GROUND IN CRAWL SPACE i I —FLOOR IN5UL. AS 5PEC'D. - SUPPORT AS REO'D- v - - - - " 4x6 HEADER TYP. I 1 CONC. FNDTN. WALL w/ =4 BAR 4, CONT. WITHIN 12" OF TOP OF WALL • i1' 14 BAR5 VERTICAL m 48" O.C. w/ • U STD. HOOK - 3" CLR TO BOTTOM Z AND 14" MIN. UP INTO WALL 2x PT. SILL PLATE 6 MIL BLACK POLYETHYLENE SHT-6 - - m SEE SWEET NS- FOUNDATION PLAN NOTES w/ (1) -4 BAR CONT- AND FOR SPECIFIC INSTALLATION REQ -5. IR"x l" ANCHOR BOLTS m o� -- CONC. FOOTING w/ -4 BAR CONT. - PLACE 3" TO 4" FROM BOTTOM 12" (6" WALL) UN.O. 16" (8" WALU TYPICAL FOUNDATION . A SCALE= I"=1'-0" (24 x 36 SHEET) SCALE: I/?" =1'-0' (IIx 11 SWEET) SIDING AND HOUSE WRAP AS SPEC—D-- SEE SIDING AND FLASHING DETAILS. 5HT. DS4 EXPANSION JOINT A$ SPEC'D, 4" GONG_ DRIVEWAY OVER C,. BACKFILL AS REQ'D - 5LOPE DWT. AWAY MIN- 2% 7.0 STUDS m 16" O.C" w/ INTERIOR FIN15W AS 5PEC'D. 3/4" SUBFLR SPACER BETWEEN MUD SILL AND BOTTOM PLATE OF WALL FRAMING STEM WALL BEYOND w/ 2x6 PT, SILL PLATE OVER SILL SEALER AND ANCHOR BOLTS AS SPEC'D, 4" CONC- GARAGE SLAB W/ THICKENED EDGE AT OPENING - SLOPE MIN. I% TO GVHD- DR �GOMP- BACKFILL AS REa'D COMPACTED BACKFILL GONG FOOTING PER PLAN .a j,./4j CONT. ACROSS OPENING AS BOND BEAM w/ -4 BAR CONT- _ -III-I �I PLACE FOOTING ON ILII II 11 1 UNDISTURBED SOIL OR —1 COMPACTED GRAVEL PER PLAN a OVERHEAD DOOR OPENING D1A . SCALE: I"=1'-0' (24 x 36 SHEET) SCALE. 12"=1'-0' (11 x 11 SWEET) 3/4" T4G FLOOR SWTW'G. AS SPEC -C'. ENGR'D. I -JOISTS PER LAYOUT W/ BLK'G- AS REGYD. - FLOOR IN5UL BETWEEN AS 5PEC'D. 2x4 / 2x6 CRIES WALL PER PLAN w/ STUDS m 24" O.C. MAX. AND DBL. TOP PLATE - 2x PT. SILL PLATE w/ 1/2"x T" ANCHOR BOLTS AT 6'-0' O.C. MAX. w/ WASHER AND TIGHTENED NUT GONG. FOOTING PER PLAN w/ (U -4 BAR CONT. 6 MIL BLACK POLYETHYLENE SHEETING OVER EXPOSED GROUND 2 TYP. CRIB WALL T) DIA SCALE: ' ( 3 24 x 6 SNEE ) SCALE: V1"=I'-0' NI x IT SUEE SIDING AND HOUSE WRAP AS SPEC"' - SEE SIDING AND FLASHING DETAILS, SHT. DS4 EXPANSION JOINT AS 5PEC'D. 4" CONIC. DRIVEWAY OVER COMP. BACKFILL AS REO'D - SLOPE DWT. AWAY MIN. 2% 2. STUDS PER PLAN- 16" O.G. w/ INTERA INTERIOR FINISH S SPEC'D. 3/4" SUBFLR SPACER BETWEEN MUD 51LL AND BOTTOM PLATE OF WALL FRAMING STEM WALL BEYOND w/2x6 PT - SILL PLATE OVER SILL SEALER AND ANCHOR BOLTS AS 5PEC'D 4" CONIC. GARAGE SLAB ON COMP. BACKFILL AS REQ'D - SLOPE MIN 1% TO OVHD. DR 12" ®6" WALL) UN.O_ I6" m 5" WALL s MAN DOOR OPENING DIA SCALE: I"=I'-0' (24 x 36 SHEET) SCALE: I/2"=1'-0' (11 x 11 SHEET) FLOOR SHTW G. AS SPEC'D. OVER ENGR'D. I -JOISTS PER LAYOUT W/ BATT INSUL. BETWEEN AS REQ'D. (2) Ibd NAILS THRU KING - - - - " 4x6 HEADER TYP. STUD TO HEADER EA. END (UNO. PER PLAN) 2.4 / 2x6 CRIB WALL PER 2. TRIMMER q•• , PLAN w/ STUDS m 24" O.C. I 0 I MAX. AND DBL. TOP PLATE 101• 0 U O 10" TTP. Z 1 T TTP. 2x PT. SILL PLATE Q CONC. FOOTING PER PLAN UNDISTURBED SOIL OR w/ (1) -4 BAR CONT- AND _-_-_-_---_--_ E U -, IR"x l" ANCHOR BOLTS m o� 6'-0' O.G. TYP. a • 1 —III�I �II II—III —II —II-- III—III—III—III=1 VIII -111=11 6 MIL BLACK POLYETHYLENE SHT'G. 30" OVER EXPOSED GROUND, TYP. MIN. CLEAR • •• • •L t � • CRIB WALL BLOCK-OUT s F REVISIONS ^� 01A 51 -ALE: I"-1'-0' C24 x 36 SHEET) SCALE: IT =I'-0' (11 x IT SHEET) I CONC. FNDTN-WALL - BLOCK OUT AT MAN DOOR AND POUR SLAB THROUGH TYP. CONG_ FOOTING w/ -4 BAR CONT. - PLACE 3" TO 4" FROM BOTTOM PLACE FOOTING ON UNDISTURBED SOIL OR COMPACTED GRAVEL P.E. TRUSSES m 24" O.C. PER LAYOUT w/ W25A TIE, TYP- AT EACH TRJ55 SEE TYP. OVERHANG DETAIL 3l D113 FOR NOTES IN COMMON GROOVED SOFFIT PANEL 4;'Q u m AT AREAS 8 FT, DEEP OR LESS 41 V I LP SMART PANEL w/ 4/4 x 2" BATT5 OVER SEAMS FOR LARGER AREAS 4.4 WD. POST PER PLAN I I 14x WD- BEAM PER PLAN w/ w/ 51-4 POST CAP, TTP. - WRAP w/ TRIM AS 5PEC'D- I I LAP SIDING TRIM UNDER AND PER DETAILS ON 5HT. DS3 I I I (2) PIECES EA. SIDE - RIP TOP I I PIECE/TRIM TO FIT se PORCH / PATIO BEAM TRIM DIA SALE- I".I'-0' (24 x 36 SHEET) SCCALE: I/2"=1'-0' (11 x 11 5HEET) WRAP POST w/ TRIM A5 I I I WRAP . - SEE DETAILS \y -I' II ON SHEET DS3 PER PLII II (�TYP.) II 50 /i PER PLAN 4x4 WD. POST PER PLAN - PROVIDE SIMPSON ABW44 STANDOFF POST BASE ./(5011 NAILS AND IR"x 4" TITER HD SCREW ANCHOR — IR" EXP. ANCHOR TO CONCRETE 4" CONIC, PORCH SLAB W/ �THKN'P. EDGES ALL SIDES - SLOPE AWAY MIN. 2% sA PORCH / PATIO FOOTING DIA- SCALE: I"=1'-0' (24 x 36 SHEET) SCALE: I/2 =1'-0' (1) x 11 SWEET) P. BACKFILL AS REQ'D , \ \\,\ W BLOCK OUT OR EXCAVATE MIN- PIER PRIOR TO POUR - POUR W/ SLAB CONT. TO FOOTING CCNC_ FOOTING PER PLAN - PLACE FOOTING ON UNDISTURBED SOIL OR COMPACTED GRAVEL sA PORCH / PATIO FOOTING DIA- SCALE: I"=1'-0' (24 x 36 SHEET) SCALE: I/2 =1'-0' (1) x 11 SWEET) W Ln J W •( , • • a • a • •• • •L t � • • • • F REVISIONS ^� CURRENT AS OF 100118 COMP, SHINGLES OVER 15• ROOFING FELT OVER SHEATHING AS SPECT). IN50L. BAFFLE 4 5 5PEC'D. (AT VENT BLK'G- CNLY)� 2.4 BLK'G. BETWEEN TRUSSES - PROVIDE VENT BLK'G, AS REO'D. SNAP LINE AND TRIM TRU55 TAILS IN PLACE FOR STRAIGHT FASCIA METAL DRIP EDGE IX AS SPEC'D- --'-R4 4/4 x G" FINISH FASCIA OVER 2x4 ROUGH FASCIA12 I/4" —__ w/ (2) IOd GALVANIZED /OPT. ENCLOSE D SOFFITS TO EACH TRUSS TAIL I I 51DING AND HOUSE WRAP AS 5PEC'D. - SEE SIDING AND FLASHING DETAILS, SET. DS4 2x2 SPF TRIM BETWEEN OUTLOOKER5, TYP. METAL DRIP EDGE AS SPECD. / 414 x 6" FINISH FASCIA J OVER 2x4 ROUGH FASCIA I R) IOd GALVANIZED TO EACH OUTLOOKER SIDING AND HOUSE WRAP AS 5PEC'D. - SEE SIDING AND FLASHING DETAILS, SHT. DS4 PF. TRUSSES ® 24" O.G. PER LAYOUT w/ H? .5A TIE, TYP. AT EACH TRUSS AND INSUL. AS REQ'D. (SEE SWEET NS.) 2. WALL FRAMING R 16" O.G. w/ DBL. TOP PLATE. TYP, R-21 BATT INSUL. AND INT. FIN15W AS 5PEC'D, TYPICAL OVERHANG DIB SCALE: I"-1'-0' 124. 36 51EE7% SCALE: I/2"•I'-0' (11 .I - SHEET) 2. BOTTOM PLATE NAILED TO RIM BD. w/ 16d a 10" O.G. AND (I) 16d TO EA. BLOCK (WHERE OCCURS) 1" 055 RIM BD. w/ IN TOENAIL5 TO TOP PLATE • 10" O.C., TYP- LLN.0- 2x6 STUDS • 16" O.G., TYP. w/ R-21 BATT IN5UL. BETWEEN AND INT. FINISH AS SPECT) 3/4" T4S FLOOR 5HTH'G. AS 5PECD, OVER ENGR. I-JOIST5 PER LAYOUT PROVIDE 50LID BLK'G. AT POST AND TRIMMER LOCATIONS AS REO -D. JOIST OR BLK'G. PER LAYOUT w/ IOd NAIL EA. SIDE TO TOP PLATE a TYP. FLOOR FRAMING AT WALL DIB SCALE: I"=I'-O' (24 x 36 SHEET) SCALE: 12"=1'-m' (II x 11 SHEET) COMP. 514ING1-E5 OVER 15• ROOFING FELT OVER SHEATHING AS 5PEC'D. x-12) IOd END NAILS AT EA. OUTLOOKER I(d 12' 2.4 FLAT OUTLOOKER5 w 48" OL. TO SUPPORT ROOF OVERHANG - NOTCH TOP CHORD OF GABLE END I TRU55 AND RUN THROUGH 2 TYPICAL EAVE D16 5GALE: I --F-0' (24 x 36 SHEET) SCALE: IR"•I'-0' (11 x IT SHEET) DBL 2. TOP PLATE - FACE NAIL w/ I" COMMONS o 16" O.C. AND OVERLAP MIN. 24" AT 5PLICE5, TYP. END NAIL KING STUD TO HEADER W/ (4) 16d NAILS PE. TRUSSES a 24" O.C. PER LAYOUT 1. a TRUSS ANCHORING DIB NO SCALE TABLE R602.7-5 MIN. QTY. KING STUDS REQ'D. AT HDRS. - STUDS AT 16.O.C. HEADERSP/W OR2017ORSC WA20151RC ID 20121RC <_ 3' 1 1 1 4'to <8' 2 2 1 t8' 3 3 1 I I I I 2x FLAT UNDER HEADER TYP- I I I 2x TRIMMER - PROVIDE DBL. TRIMMER5 EA, SIDE OF OPENINGS I 5 FT. OR GREATER (TABLE R602.11U KING 5ND5 - QTY. PER TABLE --.1.5 I (vARIE5 PER OPENING WIDTH) I I I I I I &TYP. HEADER SUPPORT DIB 5CALE: 114 x 36 SHEET) SCALE: 12 -F -O' (IIx 11 SHEET) I HEADER PER PLAN II 2. FLAT NAILER UNDER HEADERS, TYP. (3) 2x STUDS, TYP_ UN.O. - PROVIDE FULL HT. KING STUD WHERE SEPARATE HEADERS INDICATED 6 TYP_. WINDOW MULLION DIB SCALE: '-l'-O' (24 x 36 SHEET) 5G41 -E 12"=1' -O' 111 x Il SHEET) UPLIFT RESISTANCE VERIFY MAX. UPLIFT FROM REACTIONS SECTION IN TRUSS ENGR'G. AND PROVIDE APPROPRIATE HURRICANE TIE FROM CHART BELOW. (R802.11.1) FOR UPLIFT VALUES GREATER THAN SHOWN. VERIFY REQS. W! DESIGNER HURRICANE TIE MAX ALLOW. UPLIFT FASTENERS H2.5A 600 Ib (5) 8d to Truss / (5) 8d to Plates (2) H25A 1200 b (5) 0d to Truss / (5) 8d to Plates HT516 1260 Ib (16)10d Nails HTSZO 1450 6 (20) 10d Nails OVERLAP TOP PLATES AT _C, `ER5 AND INTERSECTIONS FASTEN w/ (2) 16d FACE NAILS DBL. 2x TOP PL - FACE NAIL w/ 16d COMMONS I ' Of;- TYP. TYP- 224"M. LAP AT 5PLICE5 2. STUD FRAMING PER PLAN - USE I ILL -HT. 5TUD5, TYPICAL EXCEPT AT OPENINGS, AND PROVIDE (2) 16d END NAILS cr (3) 16d TOE NAILS AT TOP AND BOTTOM PLATES (SEE TABLE R&02.30) FOR ALTERNATE NAILING) 7 TYP. WALL FRAMING D1B SCALE: I -F -O' (24x36 SWEET) SCALE: IR"=1'-0' (11 x 11 SHEET) V) W Ln J W •J .•< • a s • ••.a • •I EXAMPLE 2 -STORY PLAN DOES NOT NECESSARILY REFLECT PLAN OR ORIENTATION TO BE CONSTRUCTED ROOFING AS SPEC'D. SIM. SNAKE (TTP. UN.O.)- METAL DRIP EDGE WHERE REQ'D. 4/4 x b" FASCIA (TYPJ 5/4 x 4" WINDOW TRIM (TTP.) LAP SIDING 5/4 x 6" BAND .1 METAL 'Z' FLA5141NG (TYP.) LAP SIDING - OPT. WINDOWS 5/4.4 .' CORNER TRIM (TYP.) 5/4 x 4" TRIM w/ METAL 'Z' FLASHING WHEN OPT. MASONRY 5ELECTED (5EE PLAN FOR MA5ONRY LOCATIONS) METAL DRIP EDGE WHERE REO'D. 4/4 z 6" FASCIA (TYP.) LP SMART PANEL SIDING 4" O.C. 4/4 x 4" CORNER TRIM (TYP-) 4/4 x 4" WINDOW TRIM (TYP.) METAL 'Z' FLASHING AT STEPPED FOUNDATION CONDITION - COVER / 4/4 x 4" TRIM ROOF 514EATHING STo 2x2 SPF TRIM EIETUEEN OUTLOOKER5 (TTP.) 2x4 OUTLOOKERS AS REO'D. SUPPORT ROOF OVERHANG `SHAKE SIDING PER PLAN _FRONT ELEVATION (EXAMPLE) SCALE 1/4" = I'-0' (24x36 SHEET) 1/S" = I'-0• Cllxll SHEET) I I WHERE MASONRY -T. WODD TRIM, PROTECT EDGE OF TRIM .1 BUILDING PAPER RUN LOI,Y- AND TRIMMED AS REGIV- ROOF 5HEAT14ING 2.2 SPF TRIM BETWEEN OUTLOOKER5(TYP.) I 2.4 OUTLOO 115 AS __-__L____, REO'D. TO SUPPORT .1 ROOF OVERHANG SIDING PER PLAN N 0 ROOFING AND SHEATHING AS 5PEG'D. TRUSSES PER PLAN 51RD BLK'G. AS REGTD. 4/4x2 TRIM AT TOP EDGE OF 5MART-PANEL ONLY 2x4 ROUGH FASCIA DRIP EDGE / (ONLY AS REQ'D.) (I - X4/4 x 6" FINISH _-_-- FASCIA A5 SPEC'D. WOYI�D LP VENTED SOFFIT BD, w! 2x4NAILER CONT. AT WALL •GUT TRUSS TAILS BACK A5 REQ'D, SIDING AS SPEC'D. (aROOF ROOF EAVE, TYP. D33 6GNE:NT3 SIDE ELEVATION (EXAMPLE SCALE: 1/4" = i'-0' (24x36 514EE7) 1/S" 0 1--0' Cllxll 5HEETJ 1 mi ELEVATION WIDTH TO MATCH TRIM 4/4 x 4 YYYy 5/4 x 5" J COR5ELS CUT FRONT VIEW PER DETAIL 5/4 x 5" BACK 4/4 x 4"--.A_-.. -. GAP APROX 112- TOP VIEW PLANT SHELF HEIGHT TO MATCH 00 WINDOW V - �liiiiiiiiiiiiiiiiiiiii x 2" VERT. HORZ. - liii--ilii--iii----iii �Y 17 l l 1 •� 4/4 x 4" I 5/4 x B" C'-2-1/2" M1 a SCRE GREWs `SCREWED f GLUED END VIEW iii• iii ��r■r� �iiii=iii! !t-"_.�Ilr■n�r.rdrl._ riiiiii-ilY�-iiil fiiiiiii� ��rdr■VnM��■�.�.��-ice. ��irii Il:r� _ f• • a� V 1 • �_ � m � ��E:��111•�� �I■ �llll ILII= .. • � il� ill ,�� IIIIIII� �- IIII� d lu�■■r■■lYrY■■.. , ''moi �������I���� - ,�_ , „ ��i I �� �iiifJiii_i � iiiiiii_iii_i ii ■ .��x��'®yy■y�ll■�■•I�■■■��w. E)/ ��■rA1r■�!■r�rrr■�1■rola- ` viii i iiiiiii _ - .If�rxrm��u�r�lw■rn�rorau■o■o- �IIR1=i �i� ===y-� �-�= .�„' - _ - • • C I'' � 'h ■ llll:� — � ��� u 1 -•• ul _FRONT ELEVATION (EXAMPLE) SCALE 1/4" = I'-0' (24x36 SHEET) 1/S" = I'-0• Cllxll SHEET) I I WHERE MASONRY -T. WODD TRIM, PROTECT EDGE OF TRIM .1 BUILDING PAPER RUN LOI,Y- AND TRIMMED AS REGIV- ROOF 5HEAT14ING 2.2 SPF TRIM BETWEEN OUTLOOKER5(TYP.) I 2.4 OUTLOO 115 AS __-__L____, REO'D. TO SUPPORT .1 ROOF OVERHANG SIDING PER PLAN N 0 ROOFING AND SHEATHING AS 5PEG'D. TRUSSES PER PLAN 51RD BLK'G. AS REGTD. 4/4x2 TRIM AT TOP EDGE OF 5MART-PANEL ONLY 2x4 ROUGH FASCIA DRIP EDGE / (ONLY AS REQ'D.) (I - X4/4 x 6" FINISH _-_-- FASCIA A5 SPEC'D. WOYI�D LP VENTED SOFFIT BD, w! 2x4NAILER CONT. AT WALL •GUT TRUSS TAILS BACK A5 REQ'D, SIDING AS SPEC'D. (aROOF ROOF EAVE, TYP. D33 6GNE:NT3 SIDE ELEVATION (EXAMPLE SCALE: 1/4" = i'-0' (24x36 514EE7) 1/S" 0 1--0' Cllxll 5HEETJ 1 mi ELEVATION WIDTH TO MATCH TRIM 4/4 x 4 YYYy 5/4 x 5" J COR5ELS CUT FRONT VIEW PER DETAIL 5/4 x 5" BACK 4/4 x 4"--.A_-.. -. GAP APROX 112- TOP VIEW PLANT SHELF HEIGHT TO MATCH 00 WINDOW V 4/4 x 4"4/4 x 2" VERT. HORZ. GAP APROX IR" SHUTTERS �Y 17 l l 1 •� 4/4 x 4" I 5/4 x B" C'-2-1/2" M1 a SCRE GREWs `SCREWED f GLUED END VIEW �O 2464 SW GLACIER PLACE REDMONC. OR 97756 AP 4PR0x./2" PHONE 547-9236607 FAX 541b46-0781 ` 2 -IR" SCREWS M W J PROVIDE (3) CORBELS FOR WINDOWS UP TO 4' WIDE GLUE JOINT PROVIDE (4) CORBELS FOR WINDOWS 5' WIDE AND OVER CORBELS WINDOW SHUTTERS & PLANT SHELF SCALE: N.T 5 REAR ELEVATION EXAMPLE SCALE: 1/4" = 1'-0' 124x36 SHEET) 1/5" = 1'-0' Cllxll 5HEET) • AL DRIP EDC f • • • LT AS REQ'D.)\/ISL N' S •J I - • • z 6" FASCIA CURRENT AS OF 100118 x 4" WINDOW `7 CTTPJ x 4" CORNER M (TYP.) SMART PANEL )ING 4" O -C. - SIGNATURE SIDING D ETAI LS SEE CS DS3 00 V Z_ C) �Y 17 l l 1 •� Lij • • •• allo • �• f • • •• • • 00 f• • a� V 1 • • AL DRIP EDC f • • • LT AS REQ'D.)\/ISL N' S •J I - • • z 6" FASCIA CURRENT AS OF 100118 x 4" WINDOW `7 CTTPJ x 4" CORNER M (TYP.) SMART PANEL )ING 4" O -C. - SIGNATURE SIDING D ETAI LS SEE CS DS3 The -Method Al" instaftabo i guide TH6INSTAL TION GUIDE REFERENCES THE AMERICAN s designed for integral flanged win- ANCNITECTURAL MANUFACTVNEHS AS?UCIA7ION' FJ3LICATIOx' MK)9 > Jm applications, where the window WEEP SCREED s ins WW after the weatherresistive _ .. r uamer s applied. Compfrai.-•a with - ..r ..'t the biting Code am proper .. cdtcal in reducing.�,: :t^- mrialation are .. p ,io'T l water leakage onims. '"^ Under adverse weather cond.s. t,--- I • -. the irstaltermay consider using t �� "Method B`wm machanNca9y z _ l.; .'; •"' attachad Hashing. Cansidend on - 1 pg4 SIDES !REAR ELEVATION Scam N.Ts. should be given to-pratarinc; the ! Geba,rate I, bed adhesion, For some I : : substrates, a pro" maybe mqerad. The foaming Fortifiber Bolding Systems Gromit -flexible window flashing, products aro ~ acceptable for Irk method: I r .6/oistop E -Z Serf Self Adhesive }3esfurlg _t dF: 6, °and 12 lath X 75 roll •FortlFlaWWatertirridmashing .,.. 4. G S, 12, 1a and 36 inch z 75 was- .FortiFlasti' Commercial Waterproof Flashamg 6,9112 and IS inch X 75,01s .FoliFtasfi' Butyl Waterproof Fhasbimg - -. 4.6.-.9. and 42 inch -X 75 rods MODIFY WEATHER -RESISTIVE 2 SILL FLASHING BARRIER _ -ray ru __ 2M: : ' - Cot trw sot ,aahrnQ to INe-et'd'fr of the rough e-4 sal ` aped lnJ plus Mice fie Rastreng wirHi+t4:7�him ' € surface oftt:e weather-resrshue Hamer Withas'tean Make the fall w6 g diagonal -Uhs t the lop of foe mUgh to annum proper adhwsron. Remdve'"he release opening corners. Fkampro. fa. T P.ashirg measure as follows: _reg patter and /mess rhe Alf lieshiag in pha a so thatfhe 9" up and 9' over. ma hV a 45 angle (Ta) Gat ar) the drsg- ,edge of the flashing s adhesive is le e4 with Metop anal from mad red point to ate rough opemng comer Ganfty edge of rheroa , WMIV- rtse fir, top aege Of fie weed ar msist ✓e Daww and IaP`--. the corners and the Center O the harrier surface abor.•e. This will 809. W the inswation of Lhe Wl ow dnd the lamb and head C01MMUED-.. flasidnglater. • INSTALLATION -FLASHING LBefore ng the -window,-apoy a contirnlous S i, brad ' .lasmii of seafant - to the backs+r'e (%^asdofl of the :+ mounting tlaate. install file vrindow according to the aur- a , ::.-- dow manulactuters Astruchbns. HEAD FLASHING toiaararrl% the jamb Rashalg carpe th&j mb Pang- " and weattrer-resfstive hamer'With a Wean 1416 ensure T - proper adhesion. Then -Cut two strips of flashing tong enough fa extend beyond the ata Bashing and 2`:be10c11ftte top of the head flashing. Remove it9e release -paper and align Lhe.Pa3hing tfiishagalnSt the iwindow -tram with the 415pe fire headPanya,lamb'flaa'Ting. 4te lttEr-msis4P2har- adhesive strip- covering :the entire windary flange. FvMw der.:nd sheathing "-M clean rag- Cut apiece of Sashling a this pmo drlro.fcr ire ottrar side. of fie vnrldaw. Wog enrnrgh to enSUTe.tnat Phe hand Pashnrg exiertds a ori!- room 1'.bayood the jamb 8ashrmg, tnata6-Pm head trashing byprassmgYJmiY ir-twee-in Dna-diietdiart b -prevent VO([f5. The read to my Har o e+,enw eszow ^rrr✓ •• ••`-- phece or stmathing tape over -the enure diagonal -cut -made in the weather-msistive battier and Press. 9-ty i!, place.: TitlS,raCammandafia:9 !`'. refers tet the most -'-... commonly-usea Was Pf - windows (Surface rnauraed) Foroilk" types ofh'ames, wecialafteirlo" shadid W paid to the - window 1TianUfaetUrdf'a tnstrucir"s. Fealrbek I 4veamntt nds.Me use Of a woir,mtegrated weather- iosarive.barna,With aP its - flashing systems - -- Q WINDOW FLASHING, TYP. ,SGLLE: N.T.S. H-HbmdGuari+ ruus>;'rirsr tr dor:> k.�.al?-„watYa: tend'.^.;us INSTA' AT - T TI : INSTALL H0115EWRAP OVER AN APPROVED EXTERIOR SHEATHING IN 'SHINGLE -LAP' FA5HION. WITH UPPER COURSES LAPPED OVER LOWER COURSES BT AT LE45T 2 INCHES. VERTICAL SEAMS CREATED BY ENDING ONE ROLL AND BEGINNING ANOTHER SHOULD HAVE AN OVERLAP OF AT LEAST 6 INCHES. ATTACH THE HOUSEWRAP SO THAT IT 15 FLAT AND TIGHT. START WITH LOWER GOUR5E. TWO TO THREE FEET FROM THE CORNER AND CONTINUE NAILING OR STAPLING AS YOU MOVE AROUND THE BUILDING. FASTENERS MUST PENETRATE THE STUD OR NAIL BASE MATERIAL. THE FIRST VERTICAL ROW OF FASTENERS SHOULD BE EVERY 3 INCHES. SECURE THE HOUSEWRAP FIRMLY IN PLACE BY FASTENING IT EVERY 12 -TO 15 -ALONG THE VERTICAL STUDS USING LARGE -HEADED ROOFING OR PLASTIC CAP NAILS, 5/16.5TAPLE5 OR LARGER. USE HOMIEGUARD SEAM TAPE TO SEAL HOUSEWRAP SEAMS AND WOMEGUARD SYNTHETIC FLASHING TO SEAL AROUND PENETRATIONS SUCH AS ELECTRICAL BOXES. PC MEGUARD FLEXIBLE BUTYL FLASHING CAN BE USED TO 5EAL ROUND PENETRATIONS. LIKE DRYER VENTS. Tz_'� BUILDING HOUSEWRAP, TYP. DS4 PANEL SIDING AS SPEC'D. WALL PER PLAN HOUSEWRAP COUNTER -FLASHED OVERHEAD FLASHING LEAVE 2” GAP FROM BOTTOM OF SIDING TO ROOFING METAL 'L' HEAD FLASHING NAILED TO WALL SHTH'G. ONLY ROOF SHINGLES OVER UNDERLAYMENT A5 SF'EC'D- REAR SIDE I HOU5EWRAP L005E AT EDGE OF WALL w/ MIN. 12" TUCKED AND OVERLAPPED OVER ADJACENT WALL WOUSEWRAP AND INSTALLED PER MANUF. INSTRUCTIONS LP SMART PANEL SIDI1.A.r - LOO5E AT EDGE UNTIL HOU5EWRAP PROPERLY IN5TALLED. THEN NAILED PER SHEARWALL SCHEDULE NOTE: FOLLOW ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR HORIZONTAL 0 VERTICAL HOU5EWRAP OVERLAPS' SEAM TAPIWG (DETAIL 2/D54) GARAGE DOOR JAMB AS SF'EC'D. I` COx T SMART TRIM — - - — �lhlp`pti TRUES PER PLAN RNER5 -INSTA SSLL FROIJT TRIMITU FIRSST, LAP SIDE TRIM 2. BLKG BETWEEN TO BE FLU5H AT GO" R TU - EDGE NAIL (51DE TRIM TO BE DONT. AT wcnru TO B1 K•G- EDGE OF OPT. MASONRY) -t — — — S/4 x 4" TRIM STEP I INSTALL A CONTINUOUS PEICE OF HOU5EWRAP BEHIND SOFFIT/EAVE AREA THAT EXTENDS 24" ABOVE ROOF RAKE. INSTALL DRIP EDGE AT SAVE (WERE REO'D. STEP 2: INSTALL THE ROOFING UNDERLAYMENT, LAYERING IT 5HINGLE-5TYLE UP THE ROOF AND EXTEND 12" UP WALL (BEHIND SIDING AND HOUSEWRAP ON SINGLE-WALL CON57RUCTION). STEP 3: INSTALL KICK -OUT FLASHING AT THE ROOF -TO -WALL INTERSECTION, KICK -OUT FLASHING TO EXTEND 1 -Irl" BEYOND DRIP -EDGE OR EDGE OF SHEATHING AND HELD IN PLACE BY NAIL DRIVEN IN AT ITS UPPERMOST CORNER AS FAR FROM ROOF AS POSSIBLE. \� -LAP SIDING AS SPEC'D. FRONT F OPT. MASONRY AS 5PEC'D. HOU5EWRAP L005E AT EDGE OF WALL, w/ MIN. 12" TUCKED AND OVERLAPPED OVER ADJACENT WALL HOU5EWRAP AND INSTALLED PER MANUS INSTRUCTIONS s CORNER TRIM, TYP. SV-: S: N.T.S. SIDING AS SPEC'D. HOU5EWRAP -LAP OVER FLASHING STEP 4: INSTALL FIRST COURSE OF SHINGLES. INSTALL FIRST PIECE OF STEP FLA5HING LAYERED OVER KICK -OUT FLASHING AND FASTENED IN SAME MANNER (WITH SINGLE-WALL BLOCKING BETWEEN WALL FRAMING INSTALLED ABOVE ROOF RAKE FOR BACKING TO NAIL STEP FLASHING AND HOUSEWRAP). INSTALL SECOND COURSE OF SHINGLES AND STEP FLASHING AFTER EACH NEW COURSE OF 544INCLES. NOTE: DETAILS PROVIDED FOR REFERENCE_ Ei STEP FLASHING DETAIL TO OCCUR AT ALL ROOF RAKE TO WALL INSTANCES.KICK-CUT FLASHING WILL NOT OCCUR IFROOF EAVE 15 BEYOND ADJACENT EXTERIOR WALL. MAINTAIN 2•' MIN. FROM BOTTOM EDGE OF _ SIDING TO ROOFING. TETAL 'Z' FLASHING x 4" TRIM AS SPEC'D 'FELT TO PROTEC7 JAGENT EDGE OF TRIM ALL WOOD TO MA' NRY ¢NSITIONS MASONRY VENEER INSTALLED PER MANJF. DETAILS r,,- SHAKE 51DING AS SPEC'0 GABLE E ENE) TRUSS PER PLAN 1 14005EWRAP - LAP OVER H- FLASHING ,H E /METAL 'Z' FLASHING OVER E� TRIM BAND 5/4 x b" BAND 45 5PEC'D. CENTER OVER TRAN51TION WALL FRAMING wry jFHCU5EWRAP INSTALLED PER DBL. TOP PLATE 1MANUF. INSTRUCTIONS - EXTEND 12" PAST CORNERS TO OVERLAP LP LAP SIDING AS SPEC'D. 7 GABLE SIDING W/ TRIM BAND, TYP. pg4 FRONT ELEVATION ONLY sots: N.T.S. LP SMART PANEL SIDING GABLE END TRU55 PER PLAN OFFSET 1/2'• HOUSEWRAP FROM GABLE END 4LISM-RTIANEI-51111. RUN L005E PAST BOTTOM OF SIDING - TRIM EXCESS ALONGBOTTOM EDGE AFTER NAILING OVERLAP SIDINGWALL FRAMING w/HOUSEWRAP RUN LOOSE OVER DBL. TOP PLATETOP OF SIDING - TRIM EXCE55 ALONG BOTTOM EDGE OFGABLE SIDING AFTER NAILING e GABLE TRANSITION - SINGLE WALL, TYP. pS4 SIDES/ REAR ELEVATION scarf, N.T.S. FLOOR JOISTS PER PLAN ••I •••I• UPPER WALL FRAMING - OFFSET 1/2" PAST FLOOR • HOU5EWRAP INSTALLED PER • MANUF. INSTRUCTIONS - EXTEND • • R" PAST CORNER5 TO OVERLAP ••• LP SMART PANEL SIDING • LP SMART PANEL SCRAP FURRING AT RIM BOARD TO PREVENT SIDING FLEX (APPLY•• OVER LOWER HOLI5EWRAP) • • RIM BOARD - OUTSIDE FACE FLUSH W/ STUDS BELOW HOU5EWRAP FROM UPPER WALL RUN LOOSE PAST BOTTOM OF SIDING - TRIM EXCE55 ALONG BOTTOM EDGE AFTER NAILING :OVERLAP SIDING 2" AT TOP OF LOWER WALL a STEP FLASHING 8t KICK -OUT FLASHING, TYP. s MASONRY WAINSCOT, TYP. araew.T.s pga - __- scar=: rvT.s. D54 r;Q 2464 SW GLACIER PLACE REDMOND. OR 97756 PHONE 541-9236697 FAX 541-506-0761 REVISION--�_•� • • : CURRENT AS OF 100118 [:SIGNATURE SIDING SIDING & FLASHING I DETAILS Igo i i WEEP SCREED LOWER WALLFRAMG` IN�HOUSEWRAP - EXTEND 12" PAST w/ DBL. TOP PLATE TOP OF LOWER SIDING AND F45TEN TO RIM BOARD LP SMART PANEL SIDING • '! ` --FN15H GRADE OR . CONCRETE WALL, TYP. s FLOOR TRANSITION - SINGLE •" pg4 SIDES !REAR ELEVATION Scam N.Ts. a STEP FLASHING 8t KICK -OUT FLASHING, TYP. s MASONRY WAINSCOT, TYP. araew.T.s pga - __- scar=: rvT.s. D54 r;Q 2464 SW GLACIER PLACE REDMOND. OR 97756 PHONE 541-9236697 FAX 541-506-0761 REVISION--�_•� • • : CURRENT AS OF 100118 [:SIGNATURE SIDING SIDING & FLASHING I DETAILS Igo SEE S SHEETS FOR HOLDOWNS & WALL BRACING INFORMATION GENERAL NOTES 1. THE SGXWE OF SERVICES PRCTIDED BY'Ij4YDEN ENTERPW NC' LS �*m LMITED TO ppJOVDNG A WORKNQ SET OF DRAWN[i5 THS SET ()F PLANS IS SUFFICIENT FOR OFiTAIMNG A BUI.DING PERI�4T. 11NLE$ �"" DRECfLY REWESTED BY THE OWNER CR BULDNQ CONTRACTOR. THESE PLPNS ARE LJMffED TO DESCR6NG LOCATIONS, DIMENSIOFCx GIENERAL BUILDING COMPONENTS, AND KEY FLASH MATERIALS. 2 ALL WORK SHALL COMPLY W rH THE MOST CURRENT RECUHE&ENTS SET FORM BY LOCAL, COUNTY, STATE. AND GENERAL LAMS, FARES, CODES, ORDINANCES, OR REGULATIONS. GENERAL CONTRACTOR OR SUB- CONTRACTOR TO VY ALL APPLICABLE CODES AND METHODS OF CONSTRUCTION PRIOR TO BEGINNING WORK- 3. ORK3. ALL WORK TO MECHANICAL. PLUMBING, AND ELECTRICAL WILL BE DESIGN BULD BY THE GENERAL CONTRACTOR AND SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES. 4. ANY ERROR OR OMISSION FOUND IN THESE DRAWINGS SHALL BE MMV-IT TO THE DEVELOPER'S AND ARCHITECTURAL DESIGNERS ATTENTION S, DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALL PRECEDE ANY AND ALL SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY ALL DLI=NSONS PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND JOB SPECIFIC CONDITIONS. THE OFFICE OF HAYDEN BJIERPRISES NC. MUST BE NOTIFIED OF VARIATIONS OR DISCREPANCIES ARRIVED AT DURING CONSTRUCTION. SITE PLAN NOTES 1, EACH CONTRACTOR AND SUBCONTRACTOR TO VERIFY THE EXISTENCE OF BURIED UTILITIES N THE AREA OF CONSTRUCTION PRIOR TO ALL EXCAVATION 2 ALL GRADING AND EXCAVATION FOR STRUCTURAL COMPONENTS MUST CONFORM TO THE PROJECT SOLS REPORT. 3. CONTRACTOR TO VERIFY ALL SITE CONDITIONS AND DIMENSIONS TRIOTI TO CONSTRUCTION ALL INCONSISTENCIES TO BE BROUGHT TO THE ATTENTION OF THE DEVELOPER AND THE ARCHITECTURAL DESIGNER PRIOR TO ANY CONTINUATION OF WOW, 4. SETBACKS TO COMPLY WITH ALL APPLICABLE LOCAL COUNTY, STATE AND NATIONAL CODES. CONTRACTOFR TO VERIFY ANY CHANGES OR ADDENDUM To DEVELOPMENT SETBACKS PRIOR TO CONSTRUCTION DRAWING INDEX l CSCOWER SHEET NSGENERAL NOTES STET OE OREGON ENERGY CODE Al ELEYATKNS A2FLOOR PLANS A3 FOUNDATION 1 FLOOR FRAMING PLAN A4ROOF FRAMING PLAN AS LIGHTING 7 AUDIO 1 SOUND WALL INSUL / MISC. PLAN S PRESCRIPTIVE WALL BRACING DI TYP. WALL SECTIONS DIA TTP. DETAILS DIB TVP. DETAILS D2 TOP. BRACING DETAILS D3 BLDG. SECTION AND DETAILS D53 SIDING DETAILS DS4 SIDING & FLASHING DETAILS 2464 SW G11�C'- PL FIEOMOND OR 97756 PHONE 541:23-660T FA% 541-546-0761 • • REASIONS • 1 • CURRENT AS OF 101514 COVER SHEET t B3BsnN SWKEID BY Ks FOUNDATION PLAN �-FLOOR PLAN FRAGENERAL MING NOTES ROOFFRAMINGING ELEC./ NOTEMECH./PLUMB. PLUMB. NOTES 2. CONTRACTOR O VERIFY SOIL BEARING VALUE OF 1500 PSF FOR CLAY SANDY CLAY, SILT, CLAY, CLAYEY SILT, SILT & SANDY SILT_ OTHER CONDITIONS MAY REQUIRE SPECIAL DESIGN OR ALTERNATE CONSTRUCTION METHODS. CONTRACTOR TO VERIFY SOILS REPORT PRIOR TO CONSTRUCTION WHEN REQUIRED. (TABLE R401.4-1) 3. CONTRACTOR TO VERIFY ALL DETAILS. DIMENSIONS, AND SPECIFICATIONS PRIOR TO CONSTRUCTION. SEE DETAIL AND S SHEETS FOR ADDITIONAL INFORMATION. 4. ALL FOUNDATION WALLS AND FOOTING TO BE CONTINUOUS CONCRETE, STEM WALLS AS SPECIFIED BY LEGEND, SECTION DETAILS, AND/OR STRUCTURAL ENG.. (7404.1 A (5)) (R403.1-1) (8403.1.3.1) & (TABLE R403.1) 5. STEM WALL CONCRETE TO BE 2500 PSI AND GARAGE SLAB FLOOR PORCHES & STEPS EXPOSED TO WEATHER TO BE 2500 PSI (NEG CORD) & 3000 PSI (MODERATE COND.) & 3500 PSI (SEVERE CONDITION) (TABLE R402.2) 6 ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES BELOW THE FINISHED GRADE ON UNDISTURBED GROUND SURFACE. FROST LINE DEPTH SHALL BE DETERMINED BY THE LOCAL JURISDICTION. (TABLE R301.2.(1) (R403.1.4.1) 7. FOUNDATION WALLS TO BE CAPPED WITH 2x MUD SILLPLATE R404 3 OVER A FIBROUS SILL SEALER TYPICAL. ANCHOR MUD SILL TO FOUNDATION USING MIN_ 12' ANCHOR BOLTS (W/ NUT & WASHER) EMBEDDED 7 INCHES @ 6 FT. O.C. TYP. BOLTS TO BE LOCATED IN MIDDLE 1/3 OF WIDTH OF SILL PLATE. INSTALL ONE BOLT A MIN. 1 FT. FROM THE END OF EACH PLATE SECTION. (R403. 1-6) SEISMIC D1 & D2 REQUIRES 31NCH PLATE WASHERS. (R002.11) B. DRAINAGE_ GRADE SHALL FALL A MIN. 6INCHES WITHIN THE FIRST 10 FT OR PER EXCEPTION USING DRAINS OR SWALES. IMPERVIOUS SURFACES WITHIN 10' OF FOUNDATION SHALL BE SLOPED AWAY A MIN. OF 2% (R401.3) 9. PROVIDE DRAINAGE AROUND FOUNDATION UNLESS BUILT ON WELL -DRAINED GROUND OR SAND -GRAVEL MIXTURE SOILS. (R405.1) 10. FOR SEISMIC ZONES D1 & D2: FOUNDATIONS w/ STEM WALLS SHALL BE PROVIDED WITH A MIN. OF (1) 84 BAR WITHIN 12 INCHES OF TOP OF WALL & (1) #4 BAR LOCATED 3-0 INCHES FROM BOTTOM OF FOOTING AS REQUIRED. (R403.1 3 1) ON A 2 POUR SYSTEM PROVIDE (1) &4 VERTICAL WITH A STANDARD HOOK AT 4 FT. O.C- THAT EXTENDS 31NCHES CLEAR OF THE BOTTOM & EXTENDS A MINIMUM OF 14 INCHES INTO THE STEM WALL- (R403.1.3.1) REINFORCING STEEL SHALL COMPLY WITH THE REO'MENTS OF ASTM A 706 FOR LOW-ALLOYSTEEL WITH A MIN. YIELD STRENGTH OF 40,000 PSI GRADE 40 (R403.1 3 5 ) 11- PROVIDE AGROUNDING ELECTRODE CONNECTED TO A 20 FT. 134 REINFORCEMENT IN THE FOOTING. JR4031.8) 12. PROVIDE 1 S(]- FT CRAWL SPACE VENTILATION PER 150 SO. FT. OF UNDER -FLOOR AREA. OPENINGS SHALL BE EVENLY SPACED TO FROM DE CROSS VENTILATION. ONE SUCH OPENING SHALL BE WITHIN 3 FT OF EACH CORNER. MIN_ CODE REO'MENT OF 1 SO. FF CRAWL SPACE VENTILATION PER 1500 SQ. FT. UNDER FLOOR AREA (R408.2 EXCEPTION W USE OF CLASS I VAPOR BARRIER - SEE NOTE 13) 13. SHEET ALL EXPOSED EARTH IN CRAWL SPACE WITH 6 MIL BLACK POLYETHYLENE, SEAMS SHALL BE OVER LAPPED MIN- OF 6INCHES & TURN 6 INCHES UP FOUNDATION WALL (R408.1; R408 3) 14. ALL WOOD IN DIRECT CONTACT W CONCRETE SURFACES, OR WITHIN 18 S EXTERIOR HIN 121NCHE INCHES OF EXPOSED EARTH (D FOAL GI RDERS WR ). AND WALL FRAMING LESS THAN 6INCHES FROM WOOD SIDING, SHEATHING GROUND OR WITHIN 2INCHES CONCRETE SLAB, DECK, PATIO TO BE APPROVED PRESERVATIVE TREATED MATERIAL (8317.1 (1) - (7)) 15. MINIMUM CLEARANCE FROM BOTTOM OF FLOOR JOISTS TO EXPOSED EARTH IS 18 INCHES (1 FT FOR BEAMS & GIRDERS). (R317.1) 16. FLOOR SHEATHING TO BE 314" T&G LAID PERPENDICULAR TO I -JOISTS SPACED 16 INCHES UP TO 19.2 INCHES O.C. (TABLE R503_1) FASTENED TO MOM) FRAMING IAW TABLE R6023(1) & (2) & FASTENER SCHEDULE. 17. WATER HEATER & FURNACES LOCATED IN THE GARAGE SHALL BE PROTECTED FROM AUTOMOBILE IMPACT_ (M1307.3.1) 1B. RADON -MITIGATING CONSTRUCTION REQUIREDIN THE FOLLOWING COUNTIES: BAKER, CLACKAMAS, HOOD RIVER, MULTNOMAH, POLK WASHINGTON & YAMHILL (APPENDIX F) 19. INSULATION REQUIREMENTS TO BE IN ACCORDANCE WITH ADOPTED STATE CODE (SEE INSULATION N INSULATION. VAPOR RETARDERS & VAPOR PERMEABLE MEMBERS SHALL HAVE AFLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IAW ASTM E84 OR UL723. (2302.10) 2. CONTRACTOR TO VERIFY ALL DIMENSIONS, MATERIAL SPECIFICATIONS, DOOR AND WINDOW SIZES, CONSTRUCTION MEANS AND SPECIFICATIONS PRIOR TO CONSTRUCTION_ 3. ALL EXTERIOR WALLS TO BE WOOD FRAMED AT 16 INCHES O.C. AND ALL INTERIOR WALLS TO BE 24 INCHES O.C. UNLESS NOTED OTHERWISE STRUCTURAL MEMBERS TO BE FASTENED IAW TABLE 602 3(l). 4, SEPARATE HOUSE FROM GARAGE BY NOT LESS THAN 12 GYPSUM ON THE GARAGE SIDE. GARAGES WITH LIVABLE SPACE ABOVE WILL BE SEPARATED BY NOT LESS THAN 518' TYPE X GYPSUM ON THE GARAGE CEILING INSTALLED PERPENDICULAR TO CEILING FRAMING & FASTENED @ MAX 6INCHES O.C. BY MINIMUM 1-718' 6d COATED NFU LS OR EQUIV. DRYWALL SCREWS. (TABLE R302.6) (TABLE R7023.5) 5. ENTRY TO HOUSE FROM THE GARAGE SHALL BE NOT LESS THAN 1-3/0'THICK (SOLID WOOD OR STEEL OR HONEYCOMB STEEL), OR 20 MINUTE FIRE RATED DOOR. (R302.5.1.1) 6. SOLID BLOCK TO FOUNDATION BENEATH ALL COLUMNS, BEAMS & GIRDERS TYPICAL- T SEE S SHEETS & DETAIL SHEETS FOR BRACING PANEL REQUIREMENTS, WALL DETAILS, FIREPLACE DETAILS, ETC 8. FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERT. & HORZ) BETWEEN STORIES AND THE ROOF_ (1130211) 9. HAZARDOUS LOCATIONS- TEMPERED SAFETLY GLAZING REQUIRED: (R308.4) ALL GLASS TUB AND SHOWER ENCLOSURES & DOORS GLAZING ADJACENT TO & WITHIN 2 FT. ARC OF A CLOSED DOOR; GLAZING ON AWALL PERPENDICULAR OF DOOR IN CLOSED POSITION ON INSWING SIDE ONLY GLAZING LESS THAN 36 1 NCHES ABOVE ANY STAIR WALKING SURFACE & WITHIN 6W' HORZ_ OF BOTTOM TREAD GLAZING GLAZING IN WALLS CONTAINING BATHTUBSSHOWERS WHERE THE BOTT014 EDGE OF THE GLAZING IS LESS THAN BT ABOVE WALKING SURFACE AND IS LESS THAN 6W' MEASURED HORIZONTALLY AND IN A STRAIGHT LINE FROM THE WATER'S EDGE OF THE BATHTUBSHOWER GLAZING IN WINDOWS WHERE INDIVIDUAL PANEL MEETS ALL ITEMS BELOW EXPOSED AREA OF, 9 SF BOTTOM EDGE IS < 18' A F F TOP EDGE IS> W' AF.F. WALKING SURFACE IS LOCATED WITHIN 36' HORZ 10. FURNACE, WATER HEATER, DRYER, OVENIRANGE AND BATH FANS TO VENT TO EXTERIOR. ALL SWITCHES, PILOT LIGHTS AND BURNERS TO BEA MINIMUM OF 18INCHES AF F_ WHEN LOCATED IN THE GARAGE. (CHPT 15) (G2408.2) 11. FIREPLACES TO BE INSTALLED PER MANUFACTURES INSTRUCTION & EQUIPPED WITH PROPERLY SIZED & LOCATED EXTERNAL AIR SUPPLY. (R1004.1) (R1006.1) (G2434.1) 12 HANDRAILS SHALL BE CONDNUOUS & NOT LESS THAN 34 INCHES OR HIGHER THAN 38 INCHES, GUARDRAILS PROTECTING DECKS OR BALCONIES SHALL NOT BE LESS THAN 35 INCHES ABOVE WALKING SURFACE OR ADJACENT FIXED SEATING. SPACE BETWEEN RAILS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4-35' IN DIAMETER. (8311.7.8) (R312.12) (R312.1 3) 13. EMERGENCY ESCAPE & RESCUE OPENING: MIN. NET CLEAR OPENING 57 SR, MIN. OPENING HEIGHT 24", MIN. OPENING WIDTH 2(r, SILL HEIGHT OF NOT MORE THAN 44' 0.F.F. (13310.7) 1331021 R310.2.2) 14. ALL METAL PIPING SHALL BE BONDED. (E3509.6) 15. EXTERIOR JOINTS AROUND WINDOWSMOOR FRAMES, BETWEEN WALL CAVITIES & WINDOW OR DOOR FRAMES, BETWEEN WALL & FOUNDATION, BETWEEN WALL & ROOF, BETWEEN WALL PANELS, AT PENETRATIONS OR UTILITY SERVICES THROUGH WALLS, FLOOR & ROOFS & ALL OTHER OPENINGS IN THE EXTERIOR ENVELOPE SHALL BE SEALED IN A MANNER APPROVED BY THE BUILDING OFFICIAL. ONSEC 401 AAA) 16, ONE LAYER APPROVED WATER RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS APPLIED HORIZONTALLY UPPER LAPPED OVER LOWER NOT LESS THAN 6INCHES- (R7032) 17. WINDOWS SHALL BE INSTALLED PER WRITTEN INSTALLATION INSTRUCTIONS AS PROVIDED BY THE MANUFACTURER FOR EACH WINDOW (R812.1) 18. OPERABLE WINDOWS MORE THAN 72 INCHES ABOVE GRADE /SURFACE SHALL HAVE WINDOW SILL ABOVE 24 INCHES AF F UNLESS A WINDOW OPENING LIMITATION OPERATING DEVICE IS INSTALLED. (R312 21) 19- WINDOWS & DOORS SHALL BE FLASHED WITH APPROVED CORROSION -RESISTANT FLASHING IAW GODE & COMPANY DETAIL (R703.8) 20. INSULATION REQUIREMENTSTO BE IN ACCORDANCE WITH ADOPTED STATE CODE. (SEE INSULATION NOTE.) ALL INSULATION, VAPOR RETARDERS & VAPOR PERMEABLE MEMBERS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IAW ASTM E84 OR UL723 (R392.10) 21. FLOOR ASSEMBLIES (UNLESS EQUIPPED WITH FIRE SPRINKLERS OR OVER CRAWL SPACE NOT INTENDED FOR STORAGE OR FUEL FIRED APPLIANCES) SHALL BE PROVIDED WITH 113' GYPSUM BOARD ON THE UNDERSIDE OF THE FLOOR FRAMING (R302.1.3) MEMBERS TO BE FASTENED IAW TABLE 6023. (1) & FASTENER SCHEDULE. Z ALL JOIST AND BEAM HARDWARE TO BE APPROVED BY JOIST AND BEAM MANUFACTURER. 3. DOOR AND WINDOW HEADERS TO BE AS NOTED & SUPPORTED VW JACK STUDS PER TABLE R602 7(1) & (2) LOAD-BEARING HEADERS ARE NOT REQUIRED IN INTERIOR OR EXTERIOR NONBEARING WALLS- A SINGLE 2 x 4 MAY BE USE FOR OPENINGS UPTO B FT. IF VERTICAL DISTANCE TO NAILING SURFACE ABOD VE IS NOT MORE THAN 24 INCHES. (R602.7.4) 4. BLOCK TO FOUNDATION BENEATH ALL COLUMNS, BEAMS, & GIRDERS TYPICAL 5. FLOOR SHEATHING TO BE 3/4' T&G LAID PERPENDICULAR TO IJOISTS SPACED 16 INCHES UP TO 192 INCHES O.C. (TABLE R503.1) FASTENED TO WOOD FRAMING IAW TABLE R602.30) & (1) & NAILING SCHEDULE. 6. DECKS WILL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE WITH P T DECK LEDGER ATTACHED WITH LAG SCREWS OR BOLTS WITH WASHERS. LAG SCREWS, BOLTS & WASHERS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL LEDGERS SHALL NOT SUPPORT CONCENTRATED LOADS FROM BEAMS/GIRDERS (R507.2) (TABLE R507.2.1) (FIGURE 507.2.1(1) ) 7. FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERT & HORZ.) BETWEEN STORIES AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES & BETWEEN TOP STORY AND THE ROOF SPACE. (86028) (R30211) 8. DECK LATERAL LOAD CONNECTIONS SHALL BE PROVIDED AT A MIN. OF 2 LOCATIONS PER DECK WITHIN 24" OF EACH END OF DECK AND EA DEVICE SHALL HAVE MIN. ALLOWABLE STRESS CAPACITY OF 1500 LBS IN ACCORDANCE TO FIGURE R507.2.3(i) OR WHERE LATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE TO FIGURE R507.2.3(2), HOLD-DOWNS SHALL BE INSTALLED IN NOT LESS THAN 4 LOCATIONS AND EA DEVICE SHALL HAVE MIN_ ALLOWABLE STRESS CAPACITY OF 750 LBS (R5072.4) 9. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NO SMALLER THAN THE STUDDING ABOVE. CRIPPLE WALLS SUPPORTING BEARING WALLS WTHA STUD HEIGHT LESS THAN 14" SHALL BE CONT- SHEATHED ON ONE SIDE PER TABLE R602.3(1) OR CONSTRUCTED OF SOLID BLOCKING_ CRIPPLE WALL BRACING REQUIREMENTS PER (8602.9; R602 10A 1) ENERGY CODE REQUIREMENTS 2D17 OREGON RESIDENTIAL SPECIALTY CODE PRESCRIPTIVE ENVELOPE REQUIREMENTS -TABLE N1101.1(1] VERTICAL GLAZING(INCLUDES SLIDING GLASS DOORS) U-0.30 EXTERIOR DOORS U-0.20 EXTERIOR DOORS W MORE THAN 25 SO. FT. GLAZING U-0.40 FLAT CEILING R-49 VAULTED CEILING R-3011.033 WALLS ABOVE GRADE' INCLUDING CRIPPLE WALLS & RIM JOIST AREAS R-21 'INTERMEDIATE FRAMING REQUIRED (SEE DETAILS ON SHEET OE) 1. EXTERIOR WALL CORNERS OR INTERSECTING PARTITION WALLS SHALL BE FRAMED TO ALLOW FULL INSULATION TO BE INSTALLED 2. VOIDS IN HEADERS 1" OR GREATER SHALL BE FILLED WITH RIGID INSULATION OF MIR R-1 PER INCH WALLS BELOW GRADE R-15 FLOORS R-30 FORCED AIR DUCT INSULATION R-8 TABLE N1101-1 121 ADDITIONAL MEASURES: ELECT 1 FROM EACH CATEGO ENVELOPE ENHANCEMENT MEASURE: E>IGH-EFFICIENCY THERMAL ENVELOPE UA PROPOSED UA IS 8% LOWER THAN CODE UA "SEE SHEET OF - CALCULATIONS PROVIDED PER TABLE N7104.1(1)" CONSERVATION MEASURE: A- HIGH -EFFICIENCY HVAC SYSTEM GAS FURNACE WITH MIN. AFUE OF 94% NOTE FOR NON -GAS COMMUNITIES, SUBSTITUTE THE FOLLOWING FOR MEASUREA 2. TRUSS MANUFACTURER TO VERIFY FURNACE LOCATION & DESIGN TRUSSES TO SUPPORT SYSTEM WHEN INSTALLED IN ATTIC AREA (RD02104) 3 CONSTRUCT A MIN- 6 FT x 0 FT FURNACE PLATFORM IN LOCATION IDENTIFIED ON THE TRUSS LAYOUT AND ROOF FRAMING PLAN IAW DETAIL FOUND ON DETAIL SHEET WHEN PLATFORM IS NOT DESIGNED IN THE TRUSS SYSTEM_ 4. BOTTOM CORD OF TRUSS TO BE DESIGNED FOR 21) LB LIVE LOAD WHEN CAPABLE OF STORING A 24 INCH WIDE x 42 INCH TALL ITEM BETWEEN 2 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION. (TABLE R391.5) 5. ALL ROOF TRUSSES TO BE ENGINEERED BY ATRUSS MANUFACTURER, PROVIDED TO BUILDING OFFICIAL & APPROVED PRIOR TO INSTALLATION_ (13502.11.4 & R802.10.1) & ALL TRUSS PITCHES TO BE AS SPEC'D ON THE ROOF & ELEVATION SHEETS. (ASA GENERAL RULE, INTERIOR VAULTS TO BE MAX. 12 PITCH OF ROOF) 7. ALL TRUSS HARDWARE TO BE APPROVED BY TRUSS MANUFACTURER & DESIGNED TO RESIST WIND UPUFT PRESSURES BASED ON LOCAL WIND LOAD & ROOF WIDTH. TABLE (R802. 11) TRUSSES SHALL BE BRACED TO PREVENT ROTATION & PROVIBE LATERAL STABILITY IAW CONSTRUCTION DOC AND/OR BCS 1-03). (R802.10.3) 9. ROOF SHEATHING TO BE 7/76' OSB W WTRUSSES SPACED UP TO 24 INCH O.C.. (TABLE R503.21.1 (1)) 10. ASPHALT SHINGLES SHALL BE INSTALLED AS SPEC'D BY MANUFACTURE WITH NOT LESS THAN 4 FASTENERS PER STRIP SHINGLE (R9052.5) (R905.2.6) 8 NAILING SCHEDULE 11- FIRE BLOCKING SHALL BE PROVIDED TO CUTOFF ALL CONCEALED DRAFT OPENINGS (BOTH VERT & HORZ.) BETWEEN STORIES AND THE ROOF. (R30211) 12. DOOR AND WINDOW HEADERS TO BE AS NOTED & SUPPORTED WM JACK STUDS PER TABLE R502.50) & (2). LOAD-BEARING HEADERS ARE NOT REQUIRED IN INTERIOR OR EXTERIOR NONBEARING WALLS- A SINGLE 2 x 4 MAY BE USED FOR OPENINGS UP TO FT. IF VERTICAL DISTANCE TO NAIUNG SURFACE ABOVE IS NOT MORE THAN 24 INCHES. (R602.7.2) 13. BLOCK TO FOUNDATION BENEATH ALL COLUMNS, BEAMS, GIRDERS. 14. ROOF VENT CAPS TO BE LOCATED AT REAR ROOF SLOPES WHERE POSSIBLE. PROVIDE 1 SQ. FT. ATTIC VENTILATION PER 300 SQ. FT. ATTIC SPACE WITH AT LEAST 40% AND NOT MORE THAN 50% OF VENTS NO MORE THAN 3 FT. BELOW THE RIDGE OTHERWISE 1 SO FT, TO 150 SQ. FT, OF THE AREA. (RW6.2) 15. PROVIDE MIN. 1 INCH SPACE BETWEEN INSULATION AND ROOF SHEATHING WHERE EAVES VENTS ARE INSTALLED. (R806.3) BAFFLES OF DURABLE RIGID MATERIAL SHALL BE PROVIDED TO PREVENT OBSTRUCTION OF VENT OPENINGS, INSULATION SHALL NOT OBSTRUCT VENT OPENINGS (N1104.2.5) 16 ATTIC ACCESS SHALL NOT BE LESS THAN 22 INCHES x 30 INCHES ROUGH OPENING WITH MINIMUM OF 30 INCHES UNOBSTRUCTED HEADROOM ABOVE ACCESSOPENING (R807.1) 17. PATHWAYS TO ATTIC INSTALLED FURNACE SHALL BE UNOBSTRUCTED CONTINUOUS SOLID FLOORING NOT LESS THAN 24 INCHES WIDE NOR LONGER THAN 20 FT. (Ml 305.1.3) 18. IF ICE BARRIER IS REQUIRED, INSTALL AT THE LOWEST ROOF EDGE TO A POINT AT LEAST 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE BUILDING VERIFY WITH LOCAL JURISDICTIONS IF REQ'D IN AREAS WHERE AVG. DAILY TEMPS IN JANUARY IS 25' OR LESS OR HISTORY OF ICE DAMMING (R9052.7.1) 19. TRUSSES SHALL BE CONNECTED TO TOP PLATES BY APPROVED CONNECTORS HAVING A UPLIFT RESISTANCE NOT LESS THAN 175 LBS. (13802.10.5) USE H2.SA (OR EQUAL) HURRICANE CUPS AT TRUSS TO TOP PLATE. STC CUPS MAY BE USED AT INT. NON-BEARI NG WALL LOCATIONS AT DISCRETION OF CONTRACTOR FOR TRUSS ALIGNMENT AND ARE NOT REQ'D BY CODE 20. INSULATION REQUIREMENTS TO BE IN ACCORDANCE WITH ADOPTED STATE CODE. (SEE INSULATION NOTE.) ALL INSULATION, VAPOR RETARDERS & VAPOR PERMEABLE MEMBERS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 W TH AN ACCOMPANYING SMOKE ELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IAW ASTM E84 OR UL723. R302.10 21. FOR BEARING WALLS, REQUIRED HEADER SPANS OVER S TO BE SUPPORTED BY DOUBLE JACK STUDS 22- BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS THAT HAVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET. TUE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE CEILING FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS _(R80711 23. A DRIP EDGE SHALL BE PROVIDED AT EAVES AND RAKE EDGES OF SHINGLE ROOFS. DRIP EDGES SHALL BE MECHANICALLY FASTENED TO THE ROOF DECK AT NOT MORE THAN 12 INCHES O.C. WITH FASTENERS AS SPECIFIED IN SECTION R9052.5. UNDERLAYMENT SHALL BE INSTALLED OVER THE DRIP EDGE ALONG EAVES AND UNDER THE DRIP EDGE ALONG RAKE EDGES_ STATE ANU Nn I lurvnl-1.vueo. 2. ELECTRICAL, GAS, MECHANICAL AND PLUMBING TO BE REVIEWED. APPROVED BY A SEPARATE PERMIT & INSPECTED BY OFFICIAL HAVING JURISDICTION PRIOR TO FRAMING INSPECTION. (R105.1) & (R109.12) 3. ALL METAL PIPING SHALL BE BONDED. (E3509.7) 4. SUPPLY & RETURN AIR DUCTS TO BE CONSTRUCTED & INSULATED IAW CHPT 16, LOCAL, STATE, AND NATIONAL CODE. (CHPT 16) 5, ALL SUPPLY RUNS TO HAVE ADJACENT DAMPERS & ALL RETURN AIR RUNS TO BE NON-DAMPERED. 6. HVAC AS SPEC'D BY PROJECT MANAGER. FURNACE HEATING SYSTEM TO BE PROVIDED WITH REPLACEABLE AIR FILTERS. BOTTOM OF ALL ELECTRICAL WALL HEATERS TO BE 2 FT. A.F.F. 7, WHEN INSTALLED, OIL AND/OR GPS -FIRED FURNACE SHALL BE NOT LESS THAN 781/6AFUE IND 105.5.11 & N1105.5.3.2) OIL -FIRED FURNACES SHALL CONFORM TO ANSVUL 727 & ELECTRIC FURNACES SHALL CONFORM TO UL 1995. (1074021) 8. EXTERIOR VENTS TO BE WATER PROOF SCREENED, HAVE BACK DRAFT DAMPERS & ROOF VENT CAPS TO BE LOCATED AT TUE REAR OF ROOF SLOPE WHEN POSSIBLE. (G2442-51 (G2452) 9. SMOKE DETECTORS SHALL BE PLACED WITHIN & OUTSIDE IN THE IMMEDIATE VICINITY OF EVERY SLEEPING AREA & ON EACH ADDITIONAL STORY OF DWELLING_ SMOKE DETECTORS SHALL NOT BE PLACED WITHIN 3 FEET HORIZONTALLY FROM A DOOR OPENING TO A ROOM CONTAINING A BATHTUB/SHOWER (R314.3) 10. SMOKE DETECTORS TO BE INTERCONNECTED WITH PRIMARY POWER SOURCE FROM THE HOME & WITH BATTERY BACKUP_ (R314.4) 11. CARBON MONOXIDE ALARMS TO BE INSTALLED IN THE IMMEDIATE VICINITY (WITHIN IS) OUTSIDE BEDROOM AREAS. (R315.3) 12. ALL BATH, WATER HEATER, DRYER & RANGE HOOD & MICRO TO VENT TO THE OUTSIDE. (CHPT 15) 13. MICROWAVE TO HAVE A DEDICATED 20 AMP CIRCUIT. 14, IN SEISMIC ZONE D1 & D2, WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT- STRAPPI NG TO BE LOCATED WITHIN THE UPPER j AND LOWER! OF TUE APPLIANCES VERTICAL DIMENSION_ (M13072) 15. ATTIC AREAS WTH FURNACE EQUIPMENT SHALL HAVE ONE EIGHT FDRURE AND ONE OUTLET INSTALLED AT OR NEAR APPLIANCE WITH SWITCH LOCATED ATACCESS AREA (M1305-1.3.1) 16. GARAGE DUPLEX OUTLETS_ ONE OUTLET LOCATED ON THE BACK WALL, ONE FOR EACH PARKING STALL AND ONE OUTLET WHEN OPTIONAL • IRRIGATION SYSTEM IS SELECTED. • IT MINIMUM REQUIRED EXHAUST RATES (INTERMITTENT OR CONTINUOUS) PERS (TABLE M1507.3) • • A RANGE HOOD IN KITCHEN AREA- MIN. 150 CFM INTERMITTENT 13 EXHAUST FAN IN BATHROOMS - MIN. 80 CFM INTERMITTENT OR 20 CFM CONTINUOUS C. THING - MIN 50 CFM TOILET ROOMS Wb BA 15 -TABLE 101 507.3 &CHPT 16 CHPT ( ) 1 18. SOUND RATING FOR FANS IN BATHROOMS: MAX 1.0 SONE RATED FOR • CONTINUOUS VENTILATION FANS?ON FAN OR MAX 3 SONE RATED • , 1015073.1 19. ALL BATHROOMS SHALL HAVE A MECHANICAL VENTILATION SYSTEM • • CONTROLLED BY A DE-HUMIDISTATE, TIMER OR SIMILAR MEANS OF AUTOMATIC ' CONTROL (M1507.4) 20. HIGH EFFICIENCY INTERIOR LIGHTING SYSTEMS. ALL (100%) OF THE • • PERMANENTLY INSTALLED UGHRNG FIXTURES SHALL CONTAIN F6GH-EFFICFEC` • LAMPS SCREW IN COMPACT FLORESCENT OR LED LAMPS COMPLY WITH THIISS REQUIREMENT. MAX. (2) LAMPS AT INTERIOR AND (2) AT EXTERIOR ARE NOT REQUIRED TO BE HIGH -EFFICACY (N7107.2-3) 21. WATER CLOSETS SHALL BE EPA WATERSENSE LABELED WITH EFFECTIVE FLUSH VOLUME NOT EXCEEDING 1.28 GALLONS PER FLUSH (N1108.1.1) 22. SHOWERHEADS SHALL BE EPA WATERSENSE LABELED WITH MAX FLOW NOT EXCEEDING 20 GALLONS PER MINUTE (GPM) (NI 108.1.2) 2464 SW GLACIER PLACE REDMOND, OR 97756 PHONE541-923-66D7 FAX54t-548-0761 V) L CURRENT AS OF 010118 OREGON IGH -EFFICIENCY WATER HEATER ELECTRIC HEAT -PUMP WATER HEATER M MEETING STANDARDS OF TIER t NORTHERN CUMATE SPECIFICANAIL USE CHART FOR PRESCRIPTIVE TON PRODUCT HOME CONSTRUCTION NOTES SHEET LENGTH WIRE SIZE PENWVIIEIGHTNAME AREA OF USEIN BUILDING SPACING PER PRESCRIPTIVE CODE 2-12"x.113 GALVANIZED W BOX LP UIP SIDING, 4N FACIA &TRIM PER MANUFACTURER'S SPECS DATE 2-12 x 131 Btl COMMON RING SHANK FLOOR 8 ROOF SHEATHING, OSB 8 LP SM&RT-PANEL SHEAR WALLS 6'0.C. EDGE 817 O.C. FIELD, SEE 'T SHEETS •ASB 8 • ■ /, GENERAL FRAMING 3 EACH STUD N ■J 32.131 1Od FRAMER BY. 3-114' x .148 1W VINYL SINKER SIMPSON HARDWARE & HAND FRAMING HAND NAILING 1-1?x.148 HOT DIP 104 TECO HANGER USE, PRESSURE TREATED WOOD. B EXTERIOR USE PER MANUFACTURERS SPECS 1_1R'x.t4B HDI TECO HANGER USE,NON-PRESSURE TREATED WOOD ON INTERIOR PER MANUFACTURERS SPECS FULL -DEPTH INSULATION AT SCISSOR TRUSS FOR REMAINDER OF VAULTED AREA5 PER PLAN 5PEC-5 R-30 BATTS COMPRESSED INTO AVAIL. CAVITY = R-21 EQUIV. INSULATION AT SCISSOR TRUSS FOR APPROX, 24" FROI'TEXT. WALL VAULT AREA 1 SBD = 68 SF AT R-30 PA = 68 AT R-21 INDICATES FLAT CEILING AREA 14.43 SEE DETAILS 0.033 AS SPE'CD 4998 2/OE 4 3/OE FOR 1187 24" Ar'PROY OTHER NOTES a SCISSOR TRUSS, TYP. OE 1" VAULT AREA 1 SBD = 68 SF AT R-30 PA = 68 AT R-21 ROOF FRAM ING A55EMBLY PER PLANS INSULATION AS REO'D, SEE PLAN INSTALL BAFFLES AT REO'D VENT AREAS TO MAINTAIN I" CLEAR SPACE DBL TOP PLATE RIGID FOAM INSULATION (R-4 PER INCH) FOR ALL VOID5 OF 1" OR GREATER REOV AT HEADER 4. HEADER AS REO'D (SEE PLANS) FLAT 2, AT ROUGH OPENING s 4x HEADER DETAIL, P. OE - 1"= 1'-0" ROOF INSULATION DIAGRAM SCALE: 1/4" 1'-0' (24 x 36 St -SET) SCALE: 1/5" = 1'-0' (11 x 11 SHEET) ROOF FRAMING A56EMBLT PER PLANS INSULATION AS REO'D, BEE PLAN INSTALL BAFFLES AT REO'D VENT AREAS TO MAINTAIN 1" CLEAR SPACE DBL TOP PLATE RIGID FOAM INSULATION (R-4 PER INCH) FOR ALL VOID5 OF I" OR GREATER REQ'O AT HEADER SINGLE VERT. 2x HEADER AS 5PEC'D (SEE PLANe) FLAT 2x AT ROUGH OPENING z 2x HEADER DETAIL, TYP. OE 1"=1•-0" EXTERIOR �''-STUD CORNER FRAMING ONLY, PROVIDE F P TH INSULATION AT EXT. CORNER INTERIOR INTERSECTING INTERIOR WALL PROVIDE (2) 2.6 'L' IS BEHIND INTERSECTING WALL. PROVIDE FULL -DEPTH INSULATION AT INTERSECTING PARTITION WALL SEE OR- TABLE R6023(U FOR FASTENING REO'MENT5 1 CORNER FRAMING, TYP. " RESIDENTIAL THERMAL PERFORMANCE CALCULATIONS Fcr ryeL;pe Enhancement Mmeasure :i8 2017 ORSC - TABLE N1101L1(1) r., q Yattow tiefds uireavaioeto beettt®re&i7 ra:d lse £rcabk. Use the drab down menu In fields With "SELECT REM" IFiield is aoDTrcahte. .lob Name: DAFJUNGTON PLAN - ALL Permit It: BUILDING COMPONENTS Flat ceilings Vaned cell. ngs (Area 1)* Vaulted cei:ngs JArea 21*" GonveMonal wood-fmmud walls Mixed o, Other well types UnderiWor Slab edge 8 Undwslab Standard Base Case Fla.-ilirgs Vauhed ceilings Folal area of At.L Wall Surtaxes 15°x" of Total wall area Windows=l5%ol Total wall area Unde,300r Star edge (anter tinea±feet i Skvaig'tts Exterior Dows Doors with >2.5fts glazirg 697 INDICATES FLAT CEILING AREA 14.43 WITH FULL -DEPTH INSULATION 0.033 AS SPE'CD 4998 INDICATES VAULTED CEILING 1187 AREA WITH COMPRESSED 0.059 INSULATION AS SPECT) 293.? VAULTED CEILING ®INDICATES AREA WITH FULL -DEPTH 0.033 INSULATION AS SPECS SBC STANDARD BASE CASE PA PROPOSED ALTERNATIVE ROOF FRAM ING A55EMBLY PER PLANS INSULATION AS REO'D, SEE PLAN INSTALL BAFFLES AT REO'D VENT AREAS TO MAINTAIN I" CLEAR SPACE DBL TOP PLATE RIGID FOAM INSULATION (R-4 PER INCH) FOR ALL VOID5 OF 1" OR GREATER REOV AT HEADER 4. HEADER AS REO'D (SEE PLANS) FLAT 2, AT ROUGH OPENING s 4x HEADER DETAIL, P. OE - 1"= 1'-0" ROOF INSULATION DIAGRAM SCALE: 1/4" 1'-0' (24 x 36 St -SET) SCALE: 1/5" = 1'-0' (11 x 11 SHEET) ROOF FRAMING A56EMBLT PER PLANS INSULATION AS REO'D, BEE PLAN INSTALL BAFFLES AT REO'D VENT AREAS TO MAINTAIN 1" CLEAR SPACE DBL TOP PLATE RIGID FOAM INSULATION (R-4 PER INCH) FOR ALL VOID5 OF I" OR GREATER REQ'O AT HEADER SINGLE VERT. 2x HEADER AS 5PEC'D (SEE PLANe) FLAT 2x AT ROUGH OPENING z 2x HEADER DETAIL, TYP. OE 1"=1•-0" EXTERIOR �''-STUD CORNER FRAMING ONLY, PROVIDE F P TH INSULATION AT EXT. CORNER INTERIOR INTERSECTING INTERIOR WALL PROVIDE (2) 2.6 'L' IS BEHIND INTERSECTING WALL. PROVIDE FULL -DEPTH INSULATION AT INTERSECTING PARTITION WALL SEE OR- TABLE R6023(U FOR FASTENING REO'MENT5 1 CORNER FRAMING, TYP. " RESIDENTIAL THERMAL PERFORMANCE CALCULATIONS Fcr ryeL;pe Enhancement Mmeasure :i8 2017 ORSC - TABLE N1101L1(1) r., q Yattow tiefds uireavaioeto beettt®re&i7 ra:d lse £rcabk. Use the drab down menu In fields With "SELECT REM" IFiield is aoDTrcahte. .lob Name: DAFJUNGTON PLAN - ALL Permit It: BUILDING COMPONENTS Flat ceilings Vaned cell. ngs (Area 1)* Vaulted cei:ngs JArea 21*" GonveMonal wood-fmmud walls Mixed o, Other well types UnderiWor Slab edge 8 Undwslab Standard Base Case Fla.-ilirgs Vauhed ceilings Folal area of At.L Wall Surtaxes 15°x" of Total wall area Windows=l5%ol Total wall area Unde,300r Star edge (anter tinea±feet i Skvaig'tts Exterior Dows Doors with >2.5fts glazirg 697 0.021 14.43 4;7V 0.033 15.77 4998 0.034 1187 +.69a.3 0.059 100.20 293.? 0.300 89.9i $.>• 0.033 24.65 T+4'7 0.520 0.00 R 12, Slab edge- .. ---- 0.500 0.00 33_S 0.200 7 Til ,.. 0A00 7.40 Sum 26D.00 Proposed Altemative A- 11-- 21 --ti 11.38. (;onus {€lnn Itrao' x; 687 002 TB.S:i R-iY Scissor i sa 88 C.052 3.54 R -3c St'4ea:.x fruy": 408 0.034 1187 i1.2a: 0, h iefrAediate lramfAg 11804 0,059 106.67 SEE Walls OveraP 1 -1 -Factor Tab 0 0.000 0.00 fi-9q, idnrW'IWnr T+4'7 CfSa3 24.85 R 12, Slab edge- .. ---- 0 0.540 0.00 Brand&Modal Number roo c trsulated,�ancrete Form Walls 0 0.00 -... poorsw9hrntt GlaaiDg A— a Exterwr Doan U -Factor TOTAL WINDOW DOOR AND SK YLf 30T fi wyf an-WLndow door and w.1f tabs) fool. inn UUC$etl A`o° of U-Faetar doravtde product cut sheets) W ilxiows from Wir bw Tab 119Q 0.273 53.87 DPStgtl�ap [InfNjS) SkygMs From Skylight Tab I 0 I G.000 0.00 Enlrr R '3£S -. D.. Exterior Roars from Door Tab 38.5 C.1a0 5.39 glazing f8.s c.z6Q a.e! m .2.9 PASS of FALL: P5 -11.8°6 . ,. Btgding Godes Division ♦ Department of Consumnr and Buslrress Servlces • state of Oregon n 1535 Edgewater SL NW, Salem. Oil 97304. P.O. Dox i4470. 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