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20120127 Full Size Approved Plan 02162012SITE PLAN I" =50' N GENERAL NOTES: 1.) VERIFY LOCATIONS AND DIMENSIONS AND REVISE PER EXISTING CONDITIONS WHERE DISCREPANCIES OCCUR. 2.) ELECTRICAL DESIGN BY BUILDER & PERMITS BY ELECTRICAL CONTRACTOR. MECHANICAL DESIGN BY BUILDER & PERMITS BY MECHANICAL CONTRACTOR. 3.) CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES, ORDINANCES, AND REGULATIONS. 4.) ALL WORK AFFECTING NEW AND EXISTING UTILITY SERVICE TO THE BUILDING SHALL BE COORDINATED WITH THE UTILITY, PROPERTY OWNER AND CITY OF BELLEVUE: 5.) DO NOT SCALE DIMENSIONS FROM DRAWINGS. USE CALCULATED DIMENSIONS ONLY. NOTIFY THE ENGINEER OF RECORD IMMEDIATELY IF CONFLICTS EXIST. 6.) CONTRACTOR SHALL VISIT JOB SITE AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS, INCLUDING ASSUMPTIONS MADE ABOUT EXISTING FRAMING, BEFORE PROCEEDING WITH THE WORK. DISCREPANCIES, IF ANY, ARE TO BE REFERRED TO THE ARCHITECT FOR DIRECTION PRIOR TO PROCEEDING WITH RELATED WORK. 7.) VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FIXTURES AND OTHER ITEMS. PROVIDE ALL BUCK -OUTS, BLOCKING, BACKING AND JACKS REQUIRED FOR INSTALLATION. 8.) VERIFY LOCATIONS OF ALL EXISTING UTILITIES: CAP, MARK, AND PROTECT AS NECESSARY TO COMPLETE THE WORK. 9.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW OF ELECTRICAL DESIGNS AND FOR COORDINATIING WITH ELECTRICAL CONTRACTORS BEYOND THAT DESCRIBED IN THE PERMIT DOCUMENTS. 10.) THE CONTRACTOR SHALL CONSULT DRAWINGS AND OTHER DOCUMENTS OF ALL TRADES FOR ALL OPENINGS REQUIRED FOR THE CONSTRUCTION AND INSTALLATION OF DUCTS, PIPES, CONDUITS, EQUIPMENT, FIXTURES, AND CABINETS, AND SHALL VERIFY SIZE AND LOCATION. 11.) PROVIDE CLOSURE, MEETING THE REQUIREMENTS OF GOVERNING FIRE AUTHORITIES, BETWEEN ALL FIRE RATED FLOORS, SHAFTS AND BUILDING PARTITIONS, AND ANY PENETRATING DUCTS, PIPES, CONDUIT, MECHANICAL, ELECTRICAL, AND OTHER ITEMS. 12.) ALL CONTRACTOR INSTALLED ITEMS SHALL BE SUPPLIED WITH MECHANICAL AND ELECTRICAL SERVICES AS NECESSARY TO PROVIDE FOR THE FULL OPERATION OF THE ITEMS INSTALLED. 13.) CONTRACTOR IS RESPONSIBLE FOR ENSURING ADEQUATE WATER PROOFING AND BUILDING ENVELOPE PROTECTION PER DRAWINGS WHERE SPECIFICALLY INDICATED AND PER CURRENT STANDARDS OF RESIDENTIAL CONSTRUCTION OTHERWISE. 14.) SLIDING GLASS DOORS AND GLAZING WITHIN 18" OF FLOOR TO HAVE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS. 15.) ALL INTERIOR WALLS SHALL BE 2x4 @24" O.C. U.N.O. ALL EXTERIOR WALLS SHALL BE 2x6 ®16" O.C. U.N.O. 16.) DEAD BOLT (MIN 1/2" THROW) AND VIEWPOINT REQUIRED 0 EXTERIOR DOORS. WINDOWS WITHIN 10' OF GRADE SHALL BE PROVIDED WITH LATCHING DEVICES, ALL LOCKS SHALL BE OPENABLE WITHOUT SPECIAL KNOWLEDGE OR EFFORT. 17.) SEPARATE PERMITS REQUIRED FOR: - ELECTRICAL -WOOD STOVES - PLUMBING - MECHANICAL - FURNACE -SEWER -ANY WORK IN STREET RIGHT -OF -WAY 18.) ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR HAVE NATURAL RESISTANCE TO DECAY. VICINITY MAP NO SCALE BUILDING CODE BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE (2009 INTERNATIONAL RESIDENTIAL CODE with City of YELM AMENDMENTS) DESIGN CRITERIA: PER IRC SEC. R301 DESIGN LOAD CRITERIA: SEE GENERAL STRUCTURAL NOTES CONSTRUCTION TYPE: VB (NON - RATED) OCCUPANCY TYPE: R -3; U- I AT SINGLE FAMILY RESIDENCE BUILDING AREA SUMMARY: GARAGE AND LOFT: FIRST FLOOR GARAGE: 775 SF LOFT: 530 SF SITE ADDRESS 10642 Mill Road SE Yelm, WA 98597 OWNER'S NOME Jerry Brown 10642 Mill Road SE Yelm, WA 98597 PROJECT TEAM ENGINEERING: sliderule engineering works 227 'e' street southeast auburn, washington 98002 CONTACT: Andrew Herrick PHONE: 206.380.0732 E -MAIL: ahlpe_sliderule @q.com CONTRACTOR: ALLIANCE RESTORATION SRVCS INC 18133 NE 68TH ST - STE D 150 REDMOND, WASHINGTON 98052 CONTACT: BRANDON BEILKE LICENSE NUMBER: ALLIARS987LP PHONE: (425) 471 -6789 PARCEL NUMBER 22730230204 LEGAL DESCRIPTION SECTION 30 TOWNSHIP 17 RANGE 2E QUARTER SW NW SS -8182 LT 4 DOCUMENT 3068821 1 =-w =- slideule ' enyt mfi ng wnrl'rs, Uc =: 227 'F Street Southeast _... auburn, washington 98002 t = 206 + 380 + 0732 SPECIAL INSPECTIONS 01.28.12 SPECIAL INSPECTIONS REQUIRED PER IBC 1701, 1704 and 1707 POST INSTALLED ANCHORS (1704.15) STRUCTURAL OBSERVATION OF FRAMING AND INSTALLATION OF e LATERAL SYSTEMS INDEX AL I GENERAL NOTES, SITE MAP, VICINITY MAP, CONTACT INFO A2.1 BUILDING SECTION A3.1 ELEVATIONS S1.1 GENERAL STRUCTURAL NOTES AND DETAILS S2.1 FOUNDATION AND FRAMING PLANS S3.1 FOUNDATION AND FRAMING DETAILS CITY OF YE M, BUI DING DEPT L_ PPROVED B! J W m d � H Site Plan, Vicinity Map and Project Information A1.1 4) 130 L 4-J r*-. Ln 00 R3 ct'! O E p ' w V � O � CL >. 4) AH ;RAVVN ..� TA SPECIAL INSPECTIONS 01.28.12 SPECIAL INSPECTIONS REQUIRED PER IBC 1701, 1704 and 1707 POST INSTALLED ANCHORS (1704.15) STRUCTURAL OBSERVATION OF FRAMING AND INSTALLATION OF e LATERAL SYSTEMS INDEX AL I GENERAL NOTES, SITE MAP, VICINITY MAP, CONTACT INFO A2.1 BUILDING SECTION A3.1 ELEVATIONS S1.1 GENERAL STRUCTURAL NOTES AND DETAILS S2.1 FOUNDATION AND FRAMING PLANS S3.1 FOUNDATION AND FRAMING DETAILS CITY OF YE M, BUI DING DEPT L_ PPROVED B! J W m d � H Site Plan, Vicinity Map and Project Information A1.1 � 115.03' co 0 110.00' 0 0 � REFER RIDGE TOP of PLATE CE SECTION AmA GARAGE SCALE: 1/2'11 =1' -0" PRE -MFR TRUSS PER PLAN (TYP) 10/S3.1 FIN. GRADE TYPICAL SECTION NOTES: TYPICAL ROOF CONSTRUCTION -29 GA CHAMPION METAL ULTRA -PANEL o/ 2x8 FRAMING @ 19.0" OC o/ PRE MFR - TRUSSES PER STRUCTURAL TYPICAL LOFT FLOOR CONSTRUCTION -3/4" APA RATE 48/24 SHEATHING o/ 2x8 FRAMING @ 24" OC o/ 5/8" GWB w/ PRIMER TYPICAL EXTERIOR WALL CONSTRUCTION - SIDING PER ELEVATIONS o/ SHEATHING PER STRUCTURAL (PER PLAN) o/ 2x6 HORIZONTAL PURLINS @ 24" OC TYPICAL INTERIOR WALL CONSTRUCTION - 2x4 STUDS @ 24" OC o/ 1/2" GWB EACH SIDE w/ PRIMER GARAGE FLOOR CONSTRUCTION - EXISTING CONCRETE SLAB AND FOOTINGS B slide rule 227 T street Southeast auburn, washington 98002 t = 206 + 380 + 0732 Building Section 2: ce W J F om m 01.28.12 A2.1 a� Cd IQ) � 00 c� � 0 c c o _0m 0 w E ca V v CD a� oC AH TA Building Section 2: ce W J F om m 01.28.12 A2.1 115.03'., RIDGE 6 M 4 In 110.00'_ TOP of 0 0 MATE 100.00' 1 2 -11 0 TYP SOUTH ELEVATION SCALE: 1/4 =1' -0" 29 GA CHAMPION METAL ULTRA -PANEL wll #9 x 1 -1/2" SCREWS AT 9" OC TO 2x FRAMING, INSTALL w/ TRIM ELEMENTS PER MANUFACTURER'S SPECIFICATIONS I ) l L 1 4: SELF- PIERCING SCREWS AT 9" OC TO 2x FRAMING, INSTALL w/ TRIM ELEMENTS PER MANUFACTURER'S SPECIFICATIONS 3 ii I / ------------ .------ - - --�— f - - -- L 26 GA METAL x 36" WIDTH PANEL w/ #8:x 2" SELF - PIERCING SCREWS AT 9" OC TO �x FRAMING, INSTALL w/ TRIM ELEMENTS PER MANUFACTURER'S SPECIFICATIONS NORTH ELEVATION SCALE: 1/4 =1' -0" DOOR SCHEDULE DOOR MARK UNIT SIZE TYPE MIN. "U" LOCATION QUANTITY REMARKS WIDTH x HEIGHT O 20 3' -0" X 6' -8" 8' -0" X 8'4" PANEL DRRE METAL OVERHEAD GARAGE DOOR EXEMPT EXEMPT GARAGE EXT GARAGE EXTERIOR 2 1 OWNER SELECT OWNER SELECT 0 ADE 115.03',, RIDGE 110.00'.1 0 0 TOP of 1x6 PAINTED WOOD TRIM, AT EAST ELEVATION ONLY 100.00' 115.03'_, RIDGE 6 M _4 rh 110.00'. TOP of PLATE 1— 1 I // L EAST ELEVATION SCALE: 1/4 =1' -0" 12 4 All 112" SANDIED CEDAR A PLYWO01) SIDING W/ 1x2 CEDAR B/ATTS AT 12" OC, AT EAST EELEV ONLY. � 12 � J 12 Z�� 4 G FIN. GRADE E 's 20 : I ' - f (TYP { { t C f i c t 's 0 t { { { f { E { f 1 f f E S: { S' 1 f f { 55 ff £ 5 f% f si { t i i i i 100.00' L WEST ELEVATION SCALE: 1/4 =1' -0" FIN. GRADE J 26 GA METp1L x 36" WIDTH PANEL w/ #8 x 2" SELF - PIERCING SCREWS AT 9" OC TO 2x FRAMING, INSTALL w /'TRIM ELEMENTS PER MANUFACTURER'S SPECIFICA'rIONS WINDOW SCHEDULE MI ARK TYPE FRAME MTL GLAZING MIN. "U" MFR MODEL HEAD NOMINAL QTY REMARKS WIDTH x HEIG AO T -6" x 2' -6" SLIDING ALUMINUM LOW E' D 0.35 JELD -WEN b1dr3626 6' -8" 1 © 4'4" x 5' -0" SLIDING ALUMINUM INSULATED LOW E' 0.35 JELD -WEN b1dr4050 T -9" 2 •— t © 4' -0" x 3' -0" SLIDING ALUMINUM INSULATED LOW E' 0.35 JELD-WENJ b1dr4030 7' -9" 2 v �� n � rr�i � • nn \ CU — CURCJJ JV — 0AFF— 1 I VLMJJ EXTERIOR ELEVATION NOTES: (SEE SHEETS A1.1 AND S1.1 FOR ADDITIONAL NOTES) 1. VERIFY SHEAR WALL NAILING & HOLDOWNS PER PLAN & SCHEDULE PRIOR TO INSTALLING SIDING. 2. SITE SHALL BE GRADED & HARD SURFACES SLOPED, SO AS TO DRAIN SURFACE WATER AWAY FROM BUILDING. H? K VIED ................ sliderule engineering works. Uc :._ 227 'E' street Southeast ... -. - - - -- auburn, washington 98002 t = 206 + 380 + 0732 AI-I ... TA z: > 01.28.12 J Fm < 37 r om D Wm N Building Elevations A3.1 4) bo W �Ln co R3 cd E � 0 •— t — p Co L. u v E � O � AI-I ... TA z: > 01.28.12 J Fm < 37 r om D Wm N Building Elevations A3.1 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2009 EDITION). 2. DESIGN LOADING CRITERIA ROOF LIVE LOAD ......................... 25 PSF FLOOR LIVE LOAD (RESIDENTIAL) ................. 40 PSF BASIC WIND SPEED (3- SECOND GUST) ......... 85 MPH, EXPOSURE B, Kzt =1.00 EARTHQUAKE .......... SITE CLASS "D ", R =6.0, Ss =1.15, S1 =0.41 3. DRAWINGS SHALL BE USED FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 9. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 109 AND 1704 OF THE INTERNATIONAL BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. EXPANSION BOLTS AND THREADED EXPANSION INSERTS EPDXY GROUTED INSTALLATIONS 10. STRUCTURAL OBSERVATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTIONS 1702.1 AND 1709 OF THE INTERNATIONAL BUILDING CODE FOR THE FOLLOWING BUILDING ELEMENTS: SHEARWALLS AND HOLDOWNS STRUCTURAL STEEL CONSTRUCTION THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD ADEQUATE NOTICE TO SCHEDULE APPROPRIATE SITE VISITS FOR STRUCTURAL OBSERVATION. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTION 109 OR OTHER SECTIONS OF THE IBC. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO PERFORM STRUCTURAL OBSERVATION. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR, AND THE BUILDING OFFICIAL. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. GEOTECHNICAL 11. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ASSUMED ALLOWABLE SOIL PRESSURE . ...........................2000 PSF LATERAL EARTH PRESSURE (AT REST /ACTIVE) ......................50 PCF /35 PCF COEFFICIENT OF FRICTION ........ ............................... 0.35 SOILWEIGHT ....................... ............................115 PCF GEOTECHNICAL VALUES ARE ASSUMED. RENOVATION 12. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 20 PSF. 13. CONTRACTOR SHALL CHECK FOR DRYROT IN ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. WOOD 14. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WI1fH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 16. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS: (2X MEIMBERS) HEM -FIR NO.2 MINIMUM BASE VALUE, Fb = 850 PSI BEAMS: (4X MEIMBERS) DOUGLAS FIR NO.2 MINIMUM BASE VALUE, Fb =1000 PSI POSTS: (4X MEIMBERS) HEM FIR NO.2 OR DOUGLAS FIR NO.2 MINIMUM BASE VALUE, Fc =1300 PSI (6X AND LARGER) DOUGLAS FIR NO.1 MINIMUM BASE VALUE, Fc = 925 PSI STUDS, PLATES & MISC. FRAMING: HEM -FIR STANDARD GRADE 2X STUDS AND PLATES: HEM -FIR STUD GRADE 15. STRUCTURAL WOOD PANEL SHEATHING (PLYWOOD) SHALL BE APA RATED PANELS WITH EXPOSURE 1 CLASSIFICATION. WALL SHEATHING SHALL BE 112" (NOMINAL) WITH SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 16. ALL WOOD SHALL BIE SEPARATED WITH (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 17. WHERE TREATED MATERIAL IS SPECIFIED OR USED AT THE CONTRACTOR DISCRETION HANGERS SHALL Bl� TREATED PER G185 ASTM A653. WOOD CONNECTORS AND FASTENERS SHALL BE TREATED PER ASTM A123 (CONNECTORS) AND ASTM 152 (FASTNERS AND ANCHORS). 18. TIMBER CONNECTOIRS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY', AS SPECIFIED IN THEIR CATALOG NO.0 -2011. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANLFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURE :R'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE OiNE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON, ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMSERS CONNECTED. ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO . FLUSH BEAMS WITH "LB" SERIES JOIST HANGERS. 19. WOOD FASTENERS A. NAIL SIZES SPEC;IFIE SPECIFICATIONS,: SIZE LENGTH 8d 2- 11(2" 10d 3"' 16d 3 -1/2" D ON DRAWINGS ARE BASED ON THE FOLLOWING DIAMETER 0.131" 0.148" 0.162" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, HE SHALL SUBMIT NAIL SPECIFICATIONS fi0 THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. B. NAILS - PLYWOOD) (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 20. WOOD FRAMING NO'ITES -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMINIG DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE IBC. UNLESS OTHERWISE NOTED, ALL NAILS SHALL BE COMMON. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2001 REVISED EDITION.) B. WALL FRAMING: AL.L NEW STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS @ 24" O.C. AT INTERIOR WALLS AND 2x6 @ 24" O.C. AT EXTERIOR WALLS, UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2x6 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4' -0" AT JOINTS AND PROVIDE SIX 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SMALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'4" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT -UP POSTS SHALL BE NAILED TO EACH OTHER WITH '16d @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEARWALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AIND BLOCKING WITH NAILS @ 7" O.C. USE 5d COOLER NAILS OR 1/2" GWB AND 6d COOLER NAILS FOR 5/8" GWB. PROVIDE 1/2" (NOMINAL) APA RATED SHEATHING (SPAN BATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UN- SUPPORTED EDGES), AND TOP AND BOTTOM PLATES WITH 8d @ 6--O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d @ 12" O.C. ALLOW 118" SPACING AT ALL PANEL EDGES AND ENDS. WOOD (CONT) C. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 8d NAILS @ 4" O.C. TO FRAMED PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO INTERMEDIATE SUPPORTS. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE- AND - GROOVE JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 118" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED. 21. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES, TPI -78" BY THE TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. ON SITE TRUSSES CAN BE SALVAGED BASED ON REVIEW BY ENGINEER OF RECORD. NEW TRUSS LOADING SHALL BE AS FOLLOWS: TOP CHORD LIVE LOAD 25 PSF TOTAL LOAD 35 PSF WIND UPLIFT (TOP CHORD) 8 PSF (GROSS) WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP -DOWN TRUSSES, ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. WALL FRAMING AND SHTG IPER PLAN AND 1/S3.1 ;SHEAR WALL PER PLAN & - SW SCHEDULE SW EDGE NAIL'G (TYP) - 15# FELT OR TRTD PLATE FINISH GRADE SEE 2/S3.1 FOR HORIZ 2x 5/8" DIA x 4" EMBED HILTI TZ KWIK BOLT PER SW SCHED W/ 2x PLATE EXISTING CONC FTG AND SLAB ON GRADE EXTERIOR WALL to EXIST'G FTG 314' =1' -0' 2x HF STUDS @ 24" OC, ALIGN W/ LOFT FRAMING SEE 4 AND 5/S3.1 112" GYP EA SIDE, 5d COOLER @ 7" OC EDGE NAIL'G (TYP) 15# FELT OR TRTD PLATE 5/8" DIA x 4" EMBED HILTI TZ KWIK BOLT @ 4' -0" OC W/ 2x PLATE EXISTING CONC FTG AND SLAB ON GRADE i INTERIOR WALL to EXIST'G FTG 314' =1' -0" (3) 16d JST TO JST JST PER AND SHTG PER PLAN 2x HF STUDS @ 24" OC, - ALIGN W/ LOFT FRAMING SEE 4 AND 5/S3.1 8d @ 4" OC, EDGE NAIL'G (TYP) 16d TOE NAIL JST TO PLATE JST PER PLAN LOFT FRM'G to WALL 314 " =1' -0" 16d TOE NAIL BLK'G TO PLATE @ 12" OC 2x HF STUDS @ 24" OC, - ALIGN W/ LOFT FRAMING SEE 4 AND 5/S3.1 TOP PLATE PER 5/S1.1 1/2" GYP EA SIDE, 5d COOLER @ 7" OC 8d @ 4" OC, EDGE NAIL'G (TYP) 16d TOE NAIL JST TO PLATE JST PER PLAN LOFT FRM'G to WALL 3/4 '=1' -0' TOP PLATE PER 5/S1.1 1/2" GYP EA SIDE, 5d COOLER @ 7" OC 4' -0" SPLICE 1 1/2" TYP 16d @ 12 "o.c. (NP) STAGGERED WITHIN SPLICE JOINT IN UPPER NAILS -SEE NOTES PLATE @ NOTES JOINT IN LOWER PLATE @ STUD NAILED SPLICE NOTES: 1. MIN PLATE SPLICE IS (24) 16d EACH SIDE OF UPPER JOINT FOR 2X PLATES. USE MIN SPLICE UNLESS NOTED ON PLAN OR DETAILS. 2. PROVIDE CONT TOP PLATES (NO JOINTS) WHERE WALLS ARE 12' -0" OR LESS IN LENGTH. TYPICAL TOP PLATE SPLICES 314 " =1' -0' 1 r .. slider ule engineving 227T Street Southeast auburn, Washington 98002 t = 206 + 380 + 0732 J W m d D N Structural Notes and Details AH TA 01.28.12 S1.1 up L 4) Ln L M cz O O E � V (v 0 C � t O LL IM u w E ( a O 4) >_ J W m d D N Structural Notes and Details AH TA 01.28.12 S1.1 z 2 12' -31 /2" 71-111 ^1 . All r_ EXISTING FOUNDATION PLAN SCALE: 1/4 =1' -0" STRUCTURAL PLAN NOTES: z 1. ALL CONNECTORS BY SIMPSON STRONG -TIE INSTALL PER MANUFAC.rURER'S SPECIFICATIONS. 2. AT BM /HEADER OF WOOD FRAMED WALLS, PROVIDE (1) KING STUD, AT SPAN < 5' -0" PROVIDE (1) TRIMMER STUD, AT SPAN > 5' -0" PROVIDE (2) TRIMMER STUDS, UNLESS NOTED OTHERWISE, SEE 7/S3.1. 3. BEAM -TO -BEAM CONNECTORS, USE WP SERIES HANGERS. 2X MEMBER TO BEAM CONNECTOR USE LB SERIES HANGERS. 4. WOOD COLUMN BEARING ON BEAM USE BC CONNECTOR SERIES, WOOD BEAM BEARING ON COLUMN USE PC CONNECTOR SERIES. 5. ALL HEADERS SHALL BE (2) 2 x 6, UNLESS NOTED OTHERWISE. 6. ALL NEW EXTERIOR WALLS SHALL BE TYPE 10, UNLESS NOTED OTHERWISE. SIM TA G � � I BRACE PER 11153.1 a , i o m 0 6/S3.1 cc � J Q i w LL (2 2x H R — i 3/4" APA RATE6 /48124 T &G FLOOR SHEATH-G. NAIL W/ 8d @ 4" OC EDGES, 12" 0b FIELD (TYP at LOFT) I HF #2 2 x 8 24" OC II L2x6 LUS28t LEDGER I 4/51.1 �(2) 2x6 HDR 2x8 LEDGER W/ (3)1/4" DIA x 4" LAG BOLTS TO 6x6 COLUMN y 3/S1.1 2x8 LEDGER W/ (3) 1/4" DIA x 4" LAG BOLTS TO I I I 6x6 COLUMN DF #2 410 W/ HUCQ410 @ EA END TO 6x6 COL ' �r NEW LOFT FRAMING PLAN SCALE: 1/4 =1' -0" M DF#2 410 W/ HUCQ410 @ EA END TO 6x6 COL DF #2 410 W/ HUCQ410 @ EA END TO 6x6 COL DF #2 410 W/ HUCQ410 @ EA END TO 6x6 COL A/S2.1 N SHEARWALL SCHEDULE PLAN SHEATHING EDGE CONNECT BASE PLATE SHEAR CA .C. REF MARK MATERIAL CONNECT to TOP PLATE VALUE MARK =) N " TO WOOD TO CONC. I xo N 2 ONE SIDE #8x2" @ 9" NA NA 5/8 "0 @ 120 MTL O 28 GA x 36" o.c., at EA O 4'- 0 "o.c. ca I I 00 MTL PANEL STUD w E � C.9 II 1,2,3,4 ws<; I I OONE AT OVERLAP OF FRAMING 8d @ 4 "o.c. NA NA 2/ $ ",o @ 350 P1-4B NAIL W/ (6) EVENLY SPACED SIDE 16d NAILS, CLINCH ENDS (TYP) NOTES: 1. BLOCK EDGES WITH 2x LAID FLAT AND NAIL BLOCK TO INTERMEDIATE SUPPORTS WITH (2) 16d NAILS. NAIL SHEATHING TO BLOCKING PER EDGE NAILING. NAIL FIELD AT 12 "o.c. 2. 8d NAILS SHALL BE 0.131 "0 x 2- 1/2 ".16d NAILS SHALL BE 0.135 "0 x 3 -112 ". 3. EMBED ANCHOR BOLTS 7" MINIMUM INTO CONCRETE. PROVIDE 3"x 3"x 1/4" PLATE WASHER AT WOOD PLATE TO ANCHOR BOLT CONNECTION. 4. TWO STUDS ARE REQUIRED AT EACH END OF ALL SHEAR WALLS, AND SHEATHING AT EACH STUD SHALL BE NAILED WITH EDGE NAILING. REFER TO 1/S4.1 FOR BUNDLED STUD NAILING CRITERIA 5. ALL EXTERIOR WALLS SHALL BE 10, UNLESS NOTED OTHERWISE. 0 CV ♦ 91S3.1 SIM ♦ _ 9/S3.' A co B G a' ............................................... ............................... .............. ........... / ......... co 29 GA CHAMPION METAL ULTRA -PANEL , ' �2 21-0" w/ #9 x 11 -112" SCREWS AT 9" OC TO 2x FRAMINIG, INSTALL w/ TRIM ELEMENTS PER MAINUFACTURER'S SPECIFICATIONS W NEW ROOF PLAN co SCALE: 1/4 =1'-0" LEGEND COLUMN ABOVE OR COLUMN ABOVE AND BELOW p COLUMN BELOW MALL BELOW Oj SIHEARWALL TYPE A/S2. 1 r w slideu /e engineering wanks, Uc 227 'E' Street Southeast ...... W auburn, washington 98002 t = 206 + 380 + 0732 BRACE PER 111S3.1 w M J II w - � II — — — — — — w N u) co PRE -MFR TRUSS =) N " N I Q z I xo N a CV .............. ............ :... ............. ....................... CIO -------- --------------------------------------- ........................ ............ - --------------------- ------------------- -------------------- ._----------- - - - - -- _...- ....- .. -... -- W w I '— PRE - MFR TRUSS O LU ca I I 00 u v w E � C.9 II ws<; I I = AT OVERLAP OF FRAMING NAIL W/ (6) EVENLY SPACED 16d NAILS, CLINCH ENDS (TYP) CO W `4 ~ I I PRE - MFR TRUSS 2 II Q, wI CO I II II W; I I F— O) N� Q 12 "' O 12 W 4� I �4 N1 U- Q I i` � II PRE - MFR TRUSS I� II II ............................................... ............................... .............. ........... / ......... co 29 GA CHAMPION METAL ULTRA -PANEL , ' �2 21-0" w/ #9 x 11 -112" SCREWS AT 9" OC TO 2x FRAMINIG, INSTALL w/ TRIM ELEMENTS PER MAINUFACTURER'S SPECIFICATIONS W NEW ROOF PLAN co SCALE: 1/4 =1'-0" LEGEND COLUMN ABOVE OR COLUMN ABOVE AND BELOW p COLUMN BELOW MALL BELOW Oj SIHEARWALL TYPE A/S2. 1 r w slideu /e engineering wanks, Uc 227 'E' Street Southeast ...... W auburn, washington 98002 t = 206 + 380 + 0732 w M J II w O � II --------------- .. ..... .............. w N u) co .........::::::::::::::::::::: =) N " N I 130 ............................ ................. ----- - xo N a CV .............. ............ :... ............. ....................... CIO -------- --------------------------------------- ........................ ............ - --------------------- ------------------- -------------------- ._----------- - - - - -- _...- ....- .. -... -- X: W LL_ —+-� '— PRE - MFR TRUSS O ............................................... ............................... .............. ........... / ......... co 29 GA CHAMPION METAL ULTRA -PANEL , ' �2 21-0" w/ #9 x 11 -112" SCREWS AT 9" OC TO 2x FRAMINIG, INSTALL w/ TRIM ELEMENTS PER MAINUFACTURER'S SPECIFICATIONS W NEW ROOF PLAN co SCALE: 1/4 =1'-0" LEGEND COLUMN ABOVE OR COLUMN ABOVE AND BELOW p COLUMN BELOW MALL BELOW Oj SIHEARWALL TYPE A/S2. 1 r w slideu /e engineering wanks, Uc 227 'E' Street Southeast ...... W auburn, washington 98002 t = 206 + 380 + 0732 AH TA 01.28.12 J FM < 37 r 10� 37 Wm a� Existing Foundation New Garage Floor and New Roof Framing Plans S2.1 00 L � cd � 00 L 130 V) O CIO CIO 0 '— O " 00 u v w E M 0 AH TA 01.28.12 J FM < 37 r 10� 37 Wm a� Existing Foundation New Garage Floor and New Roof Framing Plans S2.1 2x6 VERT BLOCK FLAT HEADER PER PLAN (TYP) (3)16d TYP. FOR PANEL JOINTS STAGGER EDGE NAIL'G 7/S3.1 AT PANEL EDGES (TYP) SIZE & SPACING PANEL EDGES PER @ fT� - - -- --- - - - - -- - - - -- I I— —i l r--------- - - - - -- --� I-- - - - - -- �.r- -- 1 SHEARWALL SCHEDULE 1 I 8' -0" MAX I I —� NAIL SIZE & SPAC G AT 1'1 1 1 1 1_ I I I I I I BUNDLED STUDS TO MATCH SHEARWALL PLATE NAIL'G - - - - -- -- — ------ - - - - -I -� . _ _ I(- _ _ _ II _ DISTRIBUTED OVER ALT _ _ _ _ _ _ _ _ i r C — — — — — __�. OPEN'G BUNDLED STUDS (TYP) I.I I I I _ I I I I. I II III I I I III II OPEN'G II I.I I 11 I �II � a O 1 1 I II II �I. II —. - - -- ------ .— .— . —. - - -- . i --I. I�t---- - - -. —. I �II —. —.- NAIL SIZE PER SHEARWALL .— -- A HEDULE DATE AT12" (TCYP) 1TT — — - - - -- i I = -- ---- - - - - -- I III 1; --- II - - - - -I I.1 l II II -- I DISTRIBUTE EDGE NAIL III I I' I I I I -- - -__ i 1= — — III — — 7 1 I I I SPACING EQUALLY OVER ALL BUNDLEDSTUDS(TYP) 1 1 II III III . .1 ---- - - - - -- L —_ _______ _ - ______ - - - -- — ---- -- -- HORIZONTAL 2x6 @24 "OC - - - � 1 � II-- �.I� -- ----- I.II - - - -I - -� - - - -- — I I — I -- - - - - -- —11 — - -� - III - --I�I r- III I � I .II I.I 8/S3.1 I I III 1.1.1 III I I I I - -- I - -- - -- - -- — II III - -- - -- - - -- III I 8/S3.1 4 -1/2" MINI 12" MAX; SILL PLATE PANEL EDGE UNLESS NOTED OTHERWISE, NAILING SHAL WALL SHEATH'G PER SHEAR CONFORM TO IBC TABLE 2304.9.1. TYP I CAL F RAM E D WALL ELEVATION WALL SCHED (TYP) 7 /S4.' not to scale FRAMING MEMBERS @ 24 "o.c. ALIGN w/ STUDS STUDS @ 24 "o.c. ALIGN W/ FRAMING MEMBERS CONCRETESLAB /FTG STACK FRAMING ELEVATION VIEW 3/4 " =1' -0" C� �T�n MI-M nl A \1 Jo i rEzrx rv,iv TYP. WIN DOW /D00 3/4 " =1' -0" LOAD BEARING GABLE — END TRUSS, LGT TRUSS TO 6x COL AT EA END WALL FRAMING PER 1/S3.1 SHEAR WALL TYPE 2 , SEE SW SCHEDULE 8d @ 4" OC, EDGE NAIL'G SIMPSON LU HANGER BEAM PER PLAN R OPNG. 2' -0" ROOF SHEATHING, EDGE NAILING PER PLAN 2x BLKG W/ (2)16d TOE NAIL H2.5 RAFTER TO TRUSS ' + RF FRM'G PER PLAN 1 (4)16d 2x4 TO RAFTER, CLINCH ENDS 1� (2) 2x4 BRACE @ 4FT OC AT GARAGE DOOR A34 2x4 BRACE TO CHORD TRUSS EAST GABLE END FRM'G W/O LOFT 3/4" =1' -0" >2' -0" < 5' -0" DOUBLE HEADER WITH RIGID INSULATION TOWARD IWIDE PREVENTS GYPSUM BOARD FROM CRACKING DUE TO HEADER SHRINKAGE HEADER END �� NAILING (6)16d (TYP.) HEADER PER PLAN AT LOAD BRG WALL ONLY, (TYP.) KING AND TRIMMER — STUD PER PLAN, (TYP.) ROUGH WINDOW SILL - SEE SCHEDULE, (TYP.) SIMPSON FC4 AT 2x4, FC6 AT 2x6, (TYP.) ROUGH WVINDOW SILL ROUGH # 0� SILLS END OPENING REQUIRED ATTACHMENT 5' -0" MAX 2 FC4, FC6 8' -0" MAX 3 FC4, FC6 SISTER CRIPPLE TO KING — STUDS W /16d @ 24" OC (TYP.) TYP.IMVINDOW /DOOR OPNG. 3/4 " =1' -0" LOAD BEARING GABLE END TRUSS, LGT TRUSS TO 6x COL AT EA END WALL FRAMING PER 1!/S3.1 SHEAR WALL TYPE , SEE SW SCHEDULE 2' -0" ROOF SHEATHING, EDGE NAILING PER PLAN 2x BLKG W/ (2)16d TOE NAIL H2.5 RAFTER TO TRUSS RF FRM'G PER PLAN A35 @ 24" OC 6x6 COLUMN OR BU STUDS 8d @ 4" OC, LOFT EDGE NAIL'G v LOFT FRAMING AND SHTG PER PLAN 2x8 LEDGER W/ (3)1/4" DIA x 4" TO EA 6x AND BU COLUMN EAST' GABLE END FRM'G W/O LOFT 3/4 " =1' -0" 2x NAILER W/ #10x3" @ 12 ", STGR, TO COLUMN COLUMN PER PLAN HORIZONTAL 2x6 W/ (2) #10x3" at EACH END TO 2x NAILER SECTION 'E' AT CONT WALL COLUMN PER PLAN HORIZONTAL 2x6 W/ #10x3" at EACH END 2x NAILER 2x NAILER W/ #10x3" 12 ", STGR, TO COLUI 2x NAILER W/ #10x3" @ 12 ", STGR, TO COLUMN HORIZONTAL 2x6 W/ (2) #10x3" at EACH END TO 2x NAILER COLUMN PER PLAN —J / SIDING TRIM AT � CORNER PER MFR SECTION 'E' AT CORNER 28ga COLD FORMED STEEL SIDING PER CLIENT, ATTACH TO PURLIN W/ #8 SCREW @ 12" OC, MIN 1 -1/2" PENETRATION TO PURLIN (USE CONNECTOR PER MFR SPECS) TYP EXTERIOR WALL FRM'G 314 " =1' -0" -f HOLDOWN STUD OR STUDS —� I SEE PLAN FOR NUMBER OF `I STUDS REQUIRED (TYP) I ADDED STUD IF COUNTER- I SINKING OF BOLT HEADS IS REQUIRED (TYP) I SCREWS OR BOLTS PER MANUFACTURER'S SPECS. TYPICAL. 4" MIN HILTI HY -150 EPDXY ANCHOR W/ A -307 THR'D ROD PER SCHEDULE EDGE OF STEM 16d@8 "OC EDGE NAIL'G (TYP, SHEARWALL c BEAM PER PLAN 1-- --1 EPC SERIES I BEAM /COLUM PC SERIES CONNECTOR BEAM /COLUMN CONNECTOR COL PER PLAN INTERIOR CONDITION END CONDITION TYPICAL BM. to COL. CONNECTION 3/4 " =1' -0" 1'-� TAII 3'_1 fl 1 /9" ADVANCED FRAMING DIMENSIONING DS CLIP @ 16 "o.c. FOR GYP BRD SILL PLATE & AB'S - SEE SHEARWALL SCHEDULE EDGE NAIL'G PER MFR `-.. ' ROOF SHEATHING PER PLAN PUR PER PLAN 2x IBLK'G W/ (2)16d PRE -MF TRUSS PER PLAN TOP OF STEM T01ENAIL TO RAFTER @ IEA END BLK'G �' SIMPSON LGT TRUSS TO 6x6 LTP4 @ 24" OC H2,•5 RAFTER TO TRUSS (TYP) 8d @ 4" OC, LOFT EDGE NAIL'G u u �, SWEAR WALL PER PLAN & SCHD & SCHEDULE 6x(6 COL AT EACH TRUSS LOFT FRAMING AND SHTG HOLDOWN - SEE PLAN FOR PER PLAN, NO LOFT @ SIM ELEVATION SIZE AND LOCATION (TYP) SEE 2/S3.1 FOR HORIZ 2x 2x8 LEDGER W/ (3)1/4" DIA x TRUSS TO 6x COL and LO FfTO EA 6x AND BU COLUMN — INTERSECTING WALL Q 16d @ 8" OC 7 3/4" =1' -0" HOLDOWN AND HOLDOWN STUDS SEE X/S3.1 FOR PER PLAN & SCHED CALLOUTS IN COMMON PLAN VIEW SHEARWALL HOLDOWN SCHEDULE HOLDOWN TYPE ANCHOR DIAMETER VERT WOOD MBR HDQ8 7/8" (3) HF 2x STUDS NOTES: 1. SEE PLAN FOR HOLDOWN LOCATION. 2. INSTALL PER SIMPSON STRONG TIE SPECIFICATIONS. HOLDOWN DETAIL and SCHED 3/4' =1' -0" LOAD BEARING GABLE - END TRUSS, LGT TRUSS TO 6x COL AT EA END WALL FRAMING AND SHT'G PER PLAN AND 1/S3.1 SHEAR WALL PER PLAN & - SW SCHEDULE ROOF SHEATHING, EDGE 2' -0" NAILING PER PLAN 2x BLKG W/ (2)16d TOE NAIL F, RF FRM'G PER PLAN H2.5 RAFTER TO TRUSS A35 @ 24" OC 6x6 COLUMN OR BU STUDS 8d @ 4" OC, LOFT EDGE NAIL'G '� LOFT FRAMING AND SHTG PER PLAN SEE 2/S3.1 FOR HORIZ 2x 2x8 LEDGER W/ (3)1/4" DIA x 3 -1/2" TO EA 6x COLUMN OR BU STUDS AT WALL OPENINGS WEST GABLE END FRM'G W/ LOFT 314 " =1' -0" 2x BLK'9 W/ (4)16d, BLK'G TO HDR LOFT FRAMING AND SHTG � -- DF #2 4x10 HDR W /HUSC410 PER PLAN, HNGR PER PLAN ,,._:... TO 6x COL TRUSS TO 6x COL and LOFT v l 3/4 "=1' -0' ROOF SHEATHING, EDGE 2' -0" NAILING PER PLAN 2x BLKG W/ (2)16d TOE NAIL RF FRM'G PER PLAN H2.5 RAFTER TO TRUSS L(DAD BEARING GABLE - Ef4D TRUSS, LGT TRUSS TO 6x COL AT EA END A35 @ 24" OC 6x6 COLUMN OR BU STUDS WALL FRAMING AND SHTG 8d @ 4" OC, LOFT EDGE NAIL'G FOER PLAN AND 1 /S3.1 SHEAR WALL PER PLAN & �W SCHEDULE C)F #2 4x10 HDR W /HUSC410 LOFT FRAMING AND SHTG T 0 6x COL PER PLAN, HNGR PER PLAN 2x BLK'9 W/ (41,16d; Is, P BLK'G TO HDR. 9EE 2/S3.1 FOR HORIZ 2x _ �.. _.,. , . _...yf WEST GABLE END FRM'G W/ LOFT 3/4 " =1' -0" = slideule enginwKng works, Uc 227 'E' Street Southeast . : : :: auburn, washington 98002 t = 206 + 380 + 0732 ;z: >; 01.28.12 J W m a� Structural Details S3.1 br0 c` O% 0D cd (� � � V C � t _ O L.L m V E � a O � > ;z: >; 01.28.12 J W m a� Structural Details S3.1