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HomeMy WebLinkAboutBLD2011-00272 - 07 STRUCTURAL CALCULATIONS rill: COPY Structural Calculations For: Bicycle House Pokorny Quilcene, WA Architect: Good Fit Contact the • I 1--,..-ro„ dt 195 Second Street (360)- 379.4,1±(t ": - 01 Langly, WA or re,,isns io • 29 September, 2011 f 1411411.. .4' 0 , .00 ,v • ok,L d'sioNAL 043\ Project # 1169-2011-06-00 PICEOVE I-I/ IF)) 11 OCT 4 JEFFERSON COUNTY CFPT OF COMM MITY P p OPMFNT friA ASSW.,,,ENTUSRAOLEN,,,SNAYR,N,FA.50 ,noN 2124 Third Avenue. Ste. loo Seattle, WA 98121 T 206. 443. 6212 F 206. 443.487o Seismic Design Loads (ASCE 7-05) for a Wood Framed Structure OCCUPANCY CAT. I Table 1-1 IMP. FACTOR 1 Table 11.5-1 SITE CLASS.0,friN7.0,3r Table 20.3-1 SEISMIC R=:6Allitin 6.5 Table 12.2-1 DESIGN CATEGORY itigkz 11.6.1.1 S 1 Fa= 1.00 Table 11.4-1 F„= 1.50 Table 11.4-2 Seismic Dead Load: 15 PST Roof Sos= 1 10 PST Floor Soi= 0.5 10 PST Wall CsuLT= 0.154 Eqn. 12.8-2 Wroof=15+ 10/2=20Psf CSASO= 0.110 Wfloor=l0+ 10=20Psf Vertical Design Loads Criteria ASCE 7-05 IBC 2009 Dead Loads Roof(Composit) 5 psf Flooring 1 "1,0K.N4RIt1psf 1/2" Ply 0;54: .5 psf 3/4" Ply et 3 psf Rafter/Truss i Vt, p sf Joist y� 2.6 psf Insulation a psf 5/8" GWB 1 psf 5/8"GWB r''; psf Misc. Mech psf Misc./Mech ; psf 10 psf 12.1 psf Use g n psf Use _.` x10 psf Live Loads Snow(roof) ;` 5-psf floor gezt241% 40.psf deck it ° ® psf balcony psf Soil Bearing in. 711500 psf rimSWENSON SAY FAGET Project: Bicycle House Date: 9/23/2011 ..SA��z� aT E�� T � �R$o��T��= Pokorny Project#: 1169-2011-06 2124 Third Avenue.Suite 100.Seattle.WA 98121 Design: KMR www.swensonsayfaget.com Sheet: 2 Office: 206.443.6212 Fax: 206 443.4870 Wind Design Loads (ASCE 7-05) Method 2-Analytical Procedure Exposure V f Roof Angle= i; 37 degrees V= 8 i � mph Ground to top of roof Q , ft 'm p 1<d_:045- _ Table 6-4 Bottom of roof to top of roof 5 ,, ft l ,2 q ,� (mean roof height) h= 26.25 ft G C / ; 6.5.8.2 Pressure Coefficients from Figure 6-6: Kzt=Melii Bldg Face CP Windward Wall 0.8 Leeward Wall -0.5 Windward Roof 0.4 Leeward Roof -0.6 *Note=Cp values are conservative worst case values • Pressures: Ht Kz az Pww walls Plwwalls Pwalls(psi) 0-15 0.85 13.36 9.09 6.55 15.64 15-20 0.9 14.15 9.62 6.55 16.17 20-25 0.94 14.78 10.05 6.55 16.60 25-30 0.98 15.41 10.48 6.55 17.02 30-40 1.04 16.35 11.12 6.55 17.67 IPww roof Plw roof I Proof(psO 5.24 7.86 13.10. wage Project: Bicycle House Date: 9/23/2011 Tr" SWENSON SAY FACET Pokorny Project#: 1169-2011-06 A STRUCTURAL ENDS SAY CC�Rs�i7RATtQN 2124 Third Avenue.Suite 100.Seattle.WA 98121 Design: KMR www.swensonsayfaget.com Sheet: 3 Office: 206 443 6212 Fax: 206.443.4870 z H-104 0 X15? 0 Dria vpottAw:it re ts, ----r— ii, .. - _ _ •, r��^ �y� //� ,�a�r�i.�r marl viii iti Milli 'eve -i Y'L 1G-G ft� c� y4 1.. �d ��i""�� 1(�nS, ;�t 10.-9 pS z4'- Al"") �., �."f� (ca�a) N r)� ��S-I. rw s (ea'.6ce) ill OW\ . 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V "Coo 901 Project Dale rr, SWENSON SAY FAG ET Date L/- A STRUCTURAL ENGINEERING CORPORATION Proj.No. Seattle: 2124 Third Avenue•Suite 100.Seattle•WA 98121 Design Tel: 206 443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway.Suite 100'Tacoma WA 98042 Sheet Tel: 253.284.9470 Fax: 253.284.9471 oe - lam r 7-Y 6'1"-t-2:9 Z $aP'G f "5!91-4,- C� fb 14 oe tyy► 2)z. fir 33001 ' /z C - W v,(-40, - 6r - $6-.i /04--/v-z... Lot /6-2*--4A-Lc. , Le_ 44i; t ' 4- chef `7''6� tea,t t-1-064'e Daf�e �� (S( rtil Project SWENSON SAY FAG ET ;" A STRUCTURAL ENGINEERING CORPORATION Proj.No. Seattle: 2124 Third Avenue•Suite 100 Seattle•WA 98121 Design Tel: 206.443.6212 Fax: 206.443.4870 n S Tacoma: 934 Broadway•Suite 100•Tacoma•WA 98042 Sheet Tel: 253.284.9470 Fax: 253.284.9471 w2: 6ilef' 6.7 X0(4)e„ Fe° - it 12, , p " 162y Z376 �. 2F 7G tqW q.•- - 0-7 q ' -7 4 HA2 234a41 fer- -73T 0. /6 i r�, / ci A/Iv- 13t 1/j 13 t y 0743 �G tt ► 1 era W n ) 2 r *dN= 0,9-/ y— v . Yyl S'`b3d-�� S r F = 4/3.PO. 2/ so; xe 15/e ezi td'6s)' /-t/y Project Dale VASWENSON SAY FAGET �`��' � A STRUCTURAL ENGINEERING CORPORATION Proj.Nc `.. Seattle: 2124 Third Avenue•Suite 100•Seattle•WA 98121 Design Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway.Suite 100•Tacoma•WA 98042 Sheet Tel: 253.284.9470 Fax: 253.284.9471 • •• 4411- A GJITH- otie /47.0 3Yz)(1 .; F0 e- pc. z r✓ �o/ELI 4 "y-✓°pi'� r; 11 71 t* 020 t 7 3 59' 02 4131#-,0 pox Z.Vee)irli <c - r i(3/7c-r- 47, A 16r 1 pop z5-6Z?=1b7 r , qZo cy* If Tyl ete te'f.Pec /2" c.-z>f(got YQ) 0/2. 61, 1,8 ekr .. 6zo,4 ` W /6`0-le, 1-,-,„r.e 34roy 6� z ./61/ vc,r F 56G 4d k,c', 17, toe .3c7e4, /&f, .z3 yam/ Vet Hoz,fr4" Project Date rSWENSON SAY FAG ET Pro;.N% -`, A STRUCTURAL ENGINEERING CORPORATION Kg Seattle: 2124 Third Avenue•Suite 100•Seattle•WA 98121 Design Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway.Suite 100•Tacoma•WA 98042 sheet' Tel: 253.284.9470 Fax: 253•284•9471 I Y S _ A 1LE COPY Structural Details For: Bicycle Contact the 'House J+��pg,fJV g�,��jj ) vi"s f�3 °$ t>i� S l x%S a S�7 f -, -.'1 Quilcene, WA ., • , 0 Writ* ' 14 st.ok, GoodFit N„ ,p .G 3000G O,A, >UkAL GJ 195 Second Street MS'S/ONAL°A Langley, WA SSF Project #1169-2011 -06 'ECE [IVIE 1d OCT 4 2011 JEFFERSON COUNTY • DEPT.OF COMMUNITY DEVELOPMENT NTS Wm SWENSON SAY FAGET 09/29/11 r rA STRUCTURAL ENGINEERING CORPORATION ph: Third Avenue-Suite goo-Seattle,WA g8izi ^0 VE ph:206.443.6212 fax:206.443.487o !v` 7 Z General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS 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 SNOW Pf=25 PSF WIND . . . . . . . . . . . . I w=1. 0, GCp i=0. 18, 85 MPH, EXPOSURE "C" EARTHQUAKE . ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE LATERAL SYSTEM: LIGHT FRAMED SHEAR WALLS, Vs = 3. 7 KIPS SDC D, Ie=1. 0, Ss=150, Cs=O. 153, R=6. 5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT 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 CONTRACTORS 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 ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. General Notes NTS Iffila 09/29/11 SWENSON SAY FAGET rrAA STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 , ph:206.443.6212 fax:206.443.4870 G N — 1 r General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CRITERIA CONT. 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. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. GEOTECHNICAL 10. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE- ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. 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. ALLOWABLE SOIL PRESSURE. . . . . . . . . . 1500 PSF LATERAL EARTH PRESSURE RESTRAINED/UNRESTRAINED) . . . . . 55 PCF/35 PCF COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1. 5 INCLUDED) 0 3 CONCRETE 11. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28—DAY STRENGTH OF f' c = 3, 000 PSI (SPECIAL INSPECTION IS NOT REQUIRED. ) AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. General Notes R � � NTS i SWENSON SAY FAGET 09/29/11 r. A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 G N- 2 ph:206.443.6212 fax:206.443.4870 a [ General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CONCRETE CONT. 12. THE MINIMUM AMOUNTS OF CEMENT MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905. 6. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR—ENTRAINED WITH AN AIR—ENTRAINING AGENT CONFORMING TO ASTM C260, C494, and C618. TOTAL AIR CONTENT FOR FROST—RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 1904. 2. 1 OF THE INTERNATIONAL BUILDING CODE. 13. REINFORCING STEEL SHALL CONFORM TO ASTM A615 ( INCLUDING SUPPLEMENT Si), GRADE 60, fy = 60, 000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy = 40, 000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy = 60, 000 PSI. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 14. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . . . . . . . . . . . . . . . . . . . . . . . . . 3' FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) 2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) . 1-1/2" SLABS AND WALLS ( INT. FACE). . . . GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4" General Notes V NTS lir Al 09/29/11 SWENSON SAY FAGET rjr-A A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 ph:206.443.6212 fax:206.443.487o G N—3 lb 1 General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS CONCRETE CONT. 15. CONCRETE WALL REINFORCING--PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 8" WALLS #4 @ 10 HORIZ. #4 @ 16 VERTICAL 1 CURTAIN 16. CAST—IN—PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST—IN—PLACE AND PRECAST. ANCHORAGE 17. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE WEDGE—ALL ANCHORS AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY AND INSTALLED IN STRICT CONFORMANCE TO ICBO REPORT NUMBER ER-3631, INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. BOLTS INTO CONCRETE MASONRY OR BRICK MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS. 18. EPDXY—GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) SPECIFIED ON THE DRAWINGS SHALL BE INSTALLED USING "SET" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON STRONG TIE COMPANY. INSTALL IN STRICT ACCORDANCE WITH ICBO REPORT NO. ER-5279. ER-5279. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED FOR ANCHORS USED AS HOLDOWNS. RODS SHALL BE ASTM A-36 UNLESS OTHERWISE NOTED. General Notes NTS lirid09/29/11 SWENSON SAY FAGET rmA STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 A , ph:206.443.6212 fax:206.443.4870 w I f General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS WOOD 19. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W. C. L. B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM—FIR. NO. 2 AND BEAMS: MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR—LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI BEAMS: ( INCL. 6X AND LARGER) DOUGLAS FIR—LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1350 PSI POSTS: (4X MEMBERS) DOUGLAS FIR—LARCH NO. 2 MINIMUM BASE VALUE, Fc = 1350 PSI (6X AND LARGER) DOUGLAS FIR—LARCH NO. 1 MINIMUM BASE VALUE, Fc = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS—FIR—LARCH OR HEM—FIR NO. 2 20. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. EACH MEMBER SHALL BEAR AN A. I. T. C. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A. I. T. C. CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F—V4, Fb = 2, 400 PSI, Fv = 240 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F—V8, Fb = 2400 PSI, Fv = 240 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3, 000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. General Notes NTS 09/29/11 SWENSON SAY FAGET rraA STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 G N ph:206.443.6212 fax:206.443.4870 i General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS WOOD CONT. 21. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICBO ER-4979 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: PSL .2. 0E Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI LVL 1. 9E Fb = 2600 PSI, E = 1900 KSI, Fv = 285 PSI LSL 1. 5E Fb = 2250 PSI, E = 1500 KSI, Fv = 285 PSI DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE TRUS—JOIST CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 22. PREFABRICATED OPEN WEB WOOD TRUSSES (OR COMBINATION WOOD AND METAL) SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUFACTURER' S PUBLISHED SPECIFICATIONS. ALL NECESSARY BRIDGING, BLOCKING, PRE—NOTCHED PLATES, ETC. , SHALL BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER' S SPECIFICATIONS. General Notes Y J � NTS IraSW 09/29/11 SWENSON SAY FAGET rrAA STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 ph:206.443.6212 fax:206.443.4870 G N — 6 f General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS WOOD CONT. 23. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS MANUFACTURED BY THE TRUS-JOIST CORPORATION. ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE I. C. B. O. APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB JOIST PROVIDED. 24. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH .SPAN RATING 24/0. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 25. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. 26. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD C2 FOR LUMBER OR C9 FOR PLYWOOD. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0. 40 PCF. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RENTION OF 0. 25 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ-A, CBA-A, CA-B, OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT-GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. General Notes NTS 09/29/11 IN SWENSON SAY FAGET rraA STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 9812, G N 7 ph:206.443.6212 fax:206.443.4870 a t General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS WOOD CONT. 27. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG—TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST CURRENT CATALOG. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO OR ICC—ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER' S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH " ITT" SERIES JOIST HANGERS. ALL DOUBLE—JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE—HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 28. WOOD FASTENERS • A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2-1/2" 0. 131" 16d BOX 3-1/2" 0. 135" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS — PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. 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 (2005 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. General Notes NTS 09/29/11 VA SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 G N- V ph:206.443.6212 fax:206.443.4870 % General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS WOOD CONT. 29. WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING 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. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 24" 0. C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x6 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT -OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID—HEIGHT OF ALL STUD WALLS OVER 10' -0" IN HEIGHT. 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 EIGHT 16d NAILS @ 4" 0. C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON—CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4' -0" ON—CENTER EMBEDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT—UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON—CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON—CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON—CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN—SUPPORTED EDGES) AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON—CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. General Notes NTS 09/29/11 SWENSON SAY FAGET grAA STRUCTURAL ENGINEERING CORPORATION Q 2124 Third Avenue-Suite too-Seattle,WA 98121 G N - .J ph:206.443.6212 fax:206.443.4870 General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS WOOD CONT. C. FLOOR AND ROOF FRAMING: ALIGN STUDS WITHIN 5" OF ROOF ALL FLOOR OR ROOF FRAMING THAT IS SPACED MORE THAN 16" O. C. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI—JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON—CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON—CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON—CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/ TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON—CENTER UNLESS OTHERWISE NOTED. General Notes NTS 09/29/11 II Arid SWENSON SAY FAGET rrAA STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ion-Seattle,WA 98121 G N 1 0 ph:206.443.6212 fax:206.443.4870 t t HOLDOWN POST — PER SCHEDULE EDGE NAIL PER SW SCHEDULE SHEARWALL PER PLAN FRAMING CONT. HDU HOLDOWN o WHERE OCCURS a a Z ° Z � v , ° HOLDWON ANCHOR a a CONT. #4 EA. SIDE OF ° ,:y ° PER SCHEDULE ANCHOR BOLT 4 °° Li ° a a 4 ° ° ^ Holdown Schedule Plan Anchor A.B. Holdown Post OO Mark Screws Bolt Embed if 2x4 if 2x6 © HDU2—SDS2.5 (6)SDS 1/4"x21/2" SSTB20 165/8" (2) 2x4 (2) 2x6 4 HDU4—SDS2.5 (10)SDS 1/4"x21/2" SSTB28 241/8" 4x4 4x6 © HDU5—SDS2.5 (14)SDS 1/4"x21/2" SSTB28 247/8" 4x4 4x6 8 HDU8—SDS2.5 (20)SDS 1/4"x21/2" SSTB28 247/8" 4x4 4x6 m HDU11-SDS2.5 (30)SDS 1/4"x21/2" SB1x30 24" 4x8 6x6 14 HDU14-SDS2.5 (36)SDS 1/4"x21/2" SB1x30 24" N.A. 6x8 0 MINIMUM SIZE OF POST AT END OF WALL UNLESS OTHERWISE NOTED ON FRAMING PLANS. Typical HDU Holdown Holdown S NTS PAZ09/29/11 SWENSON SAY FAGET irrAA STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ion-Seattle,WA 98121 �, ph:206.443.6212 fax:206.443.4870 CORNER BARS TO CORNER BARS TO MATCH CROSS WALL MATCH EXTERIOR HORIZ. REINF. HORIZ. REINF. O p ADDITIONAL 0- TYP. CORNER • VERT. BARS BARS: 24 CROSS WALL // - // Double Curtain Typical Corner Bars at Concrete Walls and Footings Typical Detail NTS 09/29/ WA SWENSON SAY FAGET 11 A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ion-Seattle,WA 98121 FD ph:206.443.6212 fax:206.443.4870 CORNER BARS TO CORNER BARS TO MATCH CROSS WALL MATCH HORIZ. REINF. HORIZ. REINF. (alt. hooks) III O ADDITIONAL / o TYP. CORNER VERT. BARS BARS: 24 CROSS WALL // - // Single Curtain Typical Corner Bars at Concrete Walls and Footings Typical Detail NTS IP" 09/29/11 d SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 FD- 3 ph:206.443.6212 fax:206.443.487o D S--0" min. CONCRETE WALL ADD (1)#4 DIAGONAL IN WALL • E </ ° NORMAL FOOTING 4/7//A/4 REINFORCING `` \://� ADD BARS TO 2, ° MATCH NORMAL REINFORCING AA LINE OF EXCAVATION 24/2;\>>‘,./.2/4/22>� NORMAL FOOTING REINFORCING Typical Stepped Footing Typical Detail NTS 09/29/11 SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION ` 2124 Third Avenue-Suite too-Seattle,WA 98121 D_. 4, ph:206.443.6212 fax:206.443.4870 a v •a c cn ° E Nv cn T.3 o 2 1 '',-->;,\`..,, /\,s,7 A';')/\T><) ,.., -.7:77,. CV 0 ..._.) — '>7.V4 1 / t\y/.<„,\ PIPE SLEEVES •j/e`�,,i�'�,; *vy,,,. '�r' �\� AS READ. A,/� -',\> � ' \//\/-''''‘>)".\ ‘\)/ MMIIL..1-W i o // 'j�r`1l tk //,\//\,,, ,;/,,/\,,:,\,,,,c' -\-,s,<__L\ i - xx: 4...../\-/ \\,/\ \ e...„..,,,,,,,,_, ,„. .:,>. , -,/„.„ -,/,/,,,>. \ ,,,,./ ,\,, , :.„,,,. ,,„<,(.\-.,-,\,,/,,„,,</s ,vv, /,./,‘„/„, „9.<\\'„,,/ /4 ‘ v , / 0, y .,vr'�/,/�., r '-.6 9 '\,, ),,//, 2'-0” min. EXCAVATION NOT ALLOWED BELOW THIS LINE Pipe and Trench Locations Typical D ,,,,,,,,,_, NTS 09/29/11 IIMI SWENSON SAY FAGET T A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite goo Seattle,WA 98121 FD_..5 ph:206.443.6212 fax:206.443.4870 SEE PLAN FOR SLAB THICKNESS REINF. W/ 6X6-W1.4xW1.4 CENTERED (3)#4 CONT. 6�! PLASTIC VAPOR BARRIER AND COMPACTED GRANULAR FILL PER PLAN Typical D NTS 09/29/11 W SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite 100-Seattle,WA 98121. FD-- 6 ph:206.443.6212 fax:206.443.4870 PANEL EDGE NAILING OVER ALL HOLDOWN STUDS HOLDOWN (where occurs) I A35 PER SHEARWALL PER PLAN W/ ALL—THREAD SCHEDULE TO MATCH A.B. SIZE IN r VERTICAL GRAIN BLKG. - HOLDOWN SCHEDULE TO MATCH HOLDOWN STUDS � SHEARWALL PER PLAN (4) 8d INTO EA. BLOCK NAILING PER SHEARWALL JOIST DIRECTION AND SCHEDULE (typ.) fl „ SHEATHING PER PLAN 13/4" LSL RIM JOIST (2) #4 CONT. TOP i(1 ea. side of a.b.) ' ,, f, WHERE JOISTS ARE \.! � /� ! PARALLEL, PROVIDE � � � ����,� TJI BLKG. (� 48"oc REINFORCING PER ^ , 0 RETAINING WALL „NY; (2) 16d THRU EA. SCHEDULE JOIST OR BLOCK ALL FASTENERS INTO PRESSURE P.T. 2x6 PLATE W/ A.B. '' PER SHEARWALL SCHEDULE TREATED WOOD SHALL BE GALV. (5/8"0 � 48noc elsewhere) OR STAINLESS STEEL PER 2:`A ,� GENERAL NOTES Joist Above Wall Opption Basement Wall „..........._____ NTS 09/29/11 W` SWENSON SAY FAGET rr. A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 FD /. ph:206.443.6212 fax:206.443.4870 K t PANEL EDGE NAILING OVER ALL HOLDOWN STUDS HOLDOWN (where occurs) PER PLAN W/ A.B. PER HOLDOWN SCHEDULE P.T. 2x PLATE W/ A.B. PER SHEARWALL SCHEDULE SHEARWALL PER PLAN (5/8"O @ 48"oc elsewhere) r -i NAILING PER SHEARWALL (4) 8d INTO EA. BLOCK SCHEDULE (typ.) I SHEATHING JOST PER DIRECTIONP LAN AND (2) #4 CONT. TOP _ (1 ea. side of a.b.) III. REINFORCING PER . ® WHERE JOISTS ARE RETAINING WALL ��. PARALLEL PROVIDE SCHEDULE , TJI BLKG. 48"oc ALL FASTENERS INTO PRESSURE ITT SERIES TOP TREATED WOOD SHALL BE GALV. ( FLANGE HANGER OR STAINLESS STEEL PER .\ // _ GENERAL NOTES Joist Flush With Wall Opption Basement Wall NTS IVA09/29/11 SWENSON SAY FAGET rt- A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo Seattle,WA 98121 ph:206.443.6212 fax:206.443.4870 FD- 8 . . PANEL EDGE NAILING \\_// OVER ALL HOLDOWN STUDS HOLDOWN (where occurs) PER PLAN W/ A.B. PER HOLDOWN SCHEDULE P.T. 2x PLATE W/ A.B. SHEARWALL PER PLAN � ' PER SHEARWALL SCHEDULE (5/8"0 @ 48"oc elsewhere) (2) #4 CONT. TOP a i, (1 ea. side of a.b.) " ' c E ii SLAB ON GRADE N --- './7":;;...\\\,/,./k\s\,,,:',::;::,.&t,zzT\\t.*'-`\,?„:\,\:,,,i7,4Ns,,,.\-. // PER PLAN E 'f>>\'''''>\,\;\\,\/\\>k/ / . ,)4,-.*..,,\N::\\\: ' ?/. E % X •.fit . ;11 . 01r,I i A/ ,� ' \ .:; o#4 @ 18 oc ! �� ` , VERT.(alt. bends) 7i\ ,�, /\ \\,,,,,,,, #4 @ 12"oc HORIZ. Co I4i4 >; ;i (2) #4 CONT. BOT. ` / ',4 ,\i,� „ /,,°.,, ALL FASTENERS INTO PRESSURE >;�' %//° "`/\/ TREATED WOOD SHALL BE GALV. �: .� �, A\s A\ OR STAINLESS STEEL PER 5” 8" 5" GENERAL NOTES Foundation ,,,,,...„,....-______ NTS 09/29/11 IVA SWENSON SAY FAGET rrA A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 F D- 1 O ph:zo6.443.6ziz fax:zo6.443.4870 . .- PROVIDE FREE—DRAINING , / > / MATERIAL . / • . • > i;: W ` `` . .•/'\,,/ 3% PLACE SLAB PRIOR TO ,„ \„. . 01 BACKFILLING WALL J; p SLAB ON GRADE 11/2” clr. @ #4's & #5's V. t PER PLAN 2” cir. @ #6's "® ING DRAIN ' 1 *Te•• °•7.i Fitt° Afire 11114 ' % "�:> ';',.>/k.,,.. ,-,.-i>./; T.3 ,,�,®,/ice°'.°/,//,//://:/,/..kA`. /el/, /. / B1 ts B2 Retaining Wall Schedule W/ Slab H ft. Bl ts B2 tf Stem Reinforcing Footing Reinforcing Vert. Horiz. Top Longit. 3'-0" 5" 8" 5" 8" #4 @ 18"oc #4 @ 12"oc — (2)#4 4'—O" 1,—O" 8" 5" 8" #4 (P 18"oc #4 @ 12"oc — (2)#4 6'-0" 2'-0" 8" 5" 10" #4 @ 18"oc #4 @ 12"oc — (4)#4 8'-0" 2'-9" 8" 1'-0" 12" #5 @ 12"oc #4 @ 12"oc 1/4 @ 18"oc (5)#5 Transition Foundation ,,,..,,,,,..,.. NTS Ird09/29/11 SWENSON SAY FAGET vi. A STRUCTURAL ENGINEERING CORPORATION 11 ir 2124 Third Avenue-Suite ioo-Seattle,WA 98121 F Q— 9 ph:206.443.6212 fax:206.443.4870 v PANEL EDGE NAILING \\_// OVER ALL HOLDOWN STUDS HOLDOWN (where occurs) PER .PLAN W/ A.B. PER _ 2x ATE W/ (2) 16d HOLDOWN SCHEDULE (� :132L: oc SHEARWALL PER PLAN P.T x PLATE W/ A.B. PEHEARWALL SCHEDULE (5/8"0 0 48'oc elsewhere) SLAB ON GRADE (2) #4 CONT. TOP /7 PER PLAN (1 ea. side of a.b.) . j 0 • / x x x x x x E ' ;`,% :9,--,-,1:4,s.l f�` ; Y f POST, PLINTH, & FTG. POST PER PLAN ' SOLID GROUT ABU SERIES COLUMN BASE AT BOTTOM il • 1 / SLAB ON GRADE 1 , PER PLAN x x x x x x x : x x x x x x xk. \-:;\\-\;,,,,\-\„-<\,...;\\,:;,\,,,,:‘,,, ,,,,\:\ N,.,„.,,„,,' . sz.v,::::,,,\ ; ,e5.,\N 4.d...<\<-\,'::'',..;:w„,,,,,,,,,3\-\:\;.\\,;,<%;\-\\;,,,,„.,/, (2) #4 CONT. 2'—O" Foundation ,,,,,.........,____________ NTS " In SWENSON SAY FAGET 09/29/11 A STRUCTURAL ENGINEERING CORPORATION IF 2124 Third Avenue Suite 100 Seattle,WA 98121 ph:206.443.6212 fax:206.443.4870 FD- 12 // SHEARWALL PER PLAN ITT HANGER EDGE NAILING OF SHEARWALL BELOW BLKG. BETWEEN JOISTS NAILING PER SHEARWALL - SCHEDULE (typ.) - i v.it 13/4" LSL RIM JOIST — 0 k. OR BEAM PER PLAN � O E NAILING PER -\---- �a ti JOISTS PER PLAN SHEARWALL SCHEDULE >� � ,,&.„,"; � x6 PLATE REINFORCING PER �% TE W P.T.� W/ A.B. � RETAINING WALL ,, PER SHEARWALL SCHEDULE SCHEDULE (5/8"0 @ 48"oc elsewhere) ALL FASTENERS INTO PRESSURE N (2) #4 CONT. TOP TREATED WOOD SHALL BE GALV. (1 ea. side of a.b.) OR STAINLESS STEEL PER , GENERAL NOTES Exterior Framing (W/ TJI) Foundation NTS IrillA 09/29/11 SWENSON SAY FAGET rrAti A STRUCTURAL ENGINEERING CORPORATION Min2124 Third Avenue-Suite ioo Seattle,WA 98121 FD- ph:206.443.6212 fax:206.443.4870 • � '/ J j\ �"\,\ Fy..n '" PROVIDE FREE—DRAINING MATERIAL 0 f\\ gym • f / 11/2" clr. @ #4's & #5's 2" clr. @ #6's . \ * -�7 " d U `F"' �\\,,,,,\�ti\ ` j° /;.3, 4\\/ r4‘:\N/':\\\ \V\''''' \''':\\ \\:'/\\Y >\\"/ B1 is B2 Retaining Wall Schedule H ft. B1 is B2 tf Stem Reinforcing Footing Reinforcing Vert. Horiz. Top Longit. 3'—O" 5» 8" 5» 8» #4 ® 18"oc #4 © 12"oc — (2)#4 4'-0" 5" 8" 1'-0" 8" #4 ® 18"oc #4 ® 12"oc #4 © 18"oc (2)#4 5'-0" 5" 8" 1'-6" 10" #4 @ 18"oc #4 @ 12"oc #4 ® 18"oc (3)#4 6'-0" 5" 8" 2'-0" 10" #5 ® 12"oc #4 @ 12"oc #4 © 18"oc (4)#5 Site Wall „...„,..,...... NTS 1 09/29/11 NI SWENSON SAY FAGET Trm A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite 100-Seattle,WA 98121 FD- 1 ph:206.443.6212 fax:206.443.4870 POST, PLINTH, & FTG. ii POST PER PLAN 3" min. / / ABU SERIES 10" sq. PLINTH POST BASE REINF. W/ (4)#4 x L VERT. PER PLAN & #3 x @ 6"oc IZO .g ili FOOTING SIZE & � "� � % 10 REINF. PER PLAN >://„:'\\.,-.,, \, .<<„,),\,/,),/,,,,e>,,„\<\,,,,4,>:\<„,/,,,,\„,\,4.<:\,;:›,/,,,y,,,,,,/ Foundation NTS laill 09/29/11 SWENSON SAY FAGET rriA STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite.=-Seattle,WA 98121 FD - 15 ph:206.443.6212 fax:206.443.4870 s + 2x OR LSL I EDGE NAILING I PLYWOOD / PER SCHEDULE 16d NAILING OVER EA. STUD EDGE 1I 16d NAILING A= PER SCHEDULE ► _______ 1 MI 2x NAILER 16d NAILING-N 1 li 2x STUDS @ PER SCHEDULE 1 Detail A 24"oc MAX. Detail B Shearwall Schedule 0000©0 10 PLAN VIEW AT ABUTTING PANEL EDGES OF SW3 & SW4 Mark Sheathing Panel Edge Top Plate Connection Base Plate Connection Nailing if TJI if 2x or LSLO at Wood at Concrete 1• /2" CDX PLYWOOD 8d ® 6"oc 16d ® 6"oc A35 ® 24"oc 0 16d ® 6"oc 5/8"o A.B. © 48"oc 1• /2" CDX PLYWOOD 8d ® 4"oc 16d 0 4"oc A35 ® 16"oc 10 16d ® 4"oc 5/8"0 A.B. ® 32"oc 1>9 1/2" CDX PLYWOOD 8d ® 3"oc (2)rows 16d 0 6"oc A35 0 12"oc 10 16d 0 3"oc 5/8"0 A.B. 0 16"oc I143 1/2" CDX PLYWOOD 8d 0 2"oc (2)rows 16d ® 41/2"oc A35 0 9"oc 10 (2)rows 16d © 41/2"oc 5/8"0 A.B. 0 12"oc q 1/2" CDX PLYWOOD 8d ® 3"oc EA. SIDE EA. SIDE n/a A35 @ 6"oc (2)rows 16d ® 3"oc 5/8"0 A.B. 0 16"oc WW 1/2" CDX PLYWOOD 8d @ 2"oc EA. SIDE EA. SIDE n/a HGA10 0 8"oc (2)rows 16d 0 2"oc 5/8"O A.B. 12"oc 0 BLOCK PANEL EDGES WITH 2x LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d 0 12"o.c. O 8d NAILS SHALL BE 0.131"0 x 21/2" (common) — 16d NAILS SHALL BE 0.135"0 x 31/2" (box) OO EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" PLATE WASHERS. O 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF SW3 AND SW4. REFER TO DETAIL B. WHERE 3x STUDS ARE USED FOR SW4, STAGGER NAILS AT ADJOINING PANEL EDGES. 0 3x FOUNDATION SILL PLATES AND 3x STUDS ARE REQUIRED FOR SW5 AND SW6. ABUTTING PANEL EDGES SHALL BE OFFSET EACH SIDE OF WALL. STAGGER NAILS AT ADJOINING PANEL EDGES. ® TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. 0 ALL EXTERIOR WALLS SHALL BE SW1, UNLESS NOTED OTHERWISE. O 7/16" O.S.B. MAY BE SUBSITUTED FOR 1/2" CDX. 0 LTP4's MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. to A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. II STUDS MUST ALIGN WITHIN 3" OF TRUSSES, RAFTERS OR JOISTS. Shearwall Schedule ,:,„,„_.,._._.________ NTS IIM09/29/11 SWENSON SAY FAGET rr: A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 WD- 1 ph:206.443.6212 fax:206.443.4870 ♦ • PANEL EDGE NAILING OF BLOCKING SHEARWALL BELOW BTWN. JOISTS (2)16d EA. JOIST / TOP PLATE CONNECTION W/ 16d NAILS TJI JOISTS PER PLAN PANEL EDGE NAILING 2x BLOCKING � SHEATHING PANEL JOINT BTWN. STUDS W/ PANEL EDGE NAILING BOTTOM PLATE CONNECTION PANEL EDGE NAILING Bearing Wall Typical Wood Detail NTS le SWENSON SAY FA GET 09/29/11 r rr A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite 100-Seattle,WA 98121 _ ph:206.443.6212 fax:206.443.4870 WD 2 PANEL EDGE NAILING OF SHEARWALL BELOW (4)8d INTO EA. BLOCK (2)16d EA. BLOCK TOP PLATE CONNECTION r 2 (1) JOIST BAY OF TJI BLKG. (� 48"oc W/ 16d NAILS TJI JOISTS PER PLAN PANEL EDGE NAILING SHEATHING PANEL JOINT - 2x BLOCKING W/ PANEL EDGE NAILING BTWN. STUDS BOTTOM PLATE CONNECTION PANEL EDGE NAILING 11 1 Non—Bearing Wall NOTE: SEE SHEARWALL SCHEDULE FOR ALL NAILING AND CONNECTIONS, NOT OTHERWISE NOTED Typical Wood Detail NTS Irlids SWENSON SAY FAGET 09/29/11 Fr A STRUCTURAL ENGINEERING CORPORATION WD- if Third Avenue-Suite ioo-Seattle,WA 98721 ph:206.443.6212 fax:206.443.487o 0 0 0 PLYWOOD PANEL EDGE NAILING ,I ,I PER SHEARWALL SCHEDULE 0 BASE PLATE NAILING PER ElliPt-4-- A 1.SHEARWALL SCHEDULE 0 II_ 03 16d 0 8"oc © SHEARWALL PER PLAN SHEARWALL PER PLAN v 0 I �' T I 0 0 IF SHEARWALL OR 16d . ® 12"oc AT OTHER a WALLS INTERSECTING WALL // (see left if shearwall) SHEARWALL PER. PLAN n iwill 0 I SHEARWALL OR 16d 0 12"oc AT OTHER WALLS INTERSECTING WALL (see left if shearwall) Typical Wood Detail ,„,,,,,,,-________ NTS WI SWENSON E 09/29/11 N SAY FAG T O rr i t A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 ph:206.443.6212 fax:206.443.4870 W.-L t TYP. DOUBLE TOP PLATE A35 (at exterior walls only) OMIT ® HEADERS < 6'—O" (6)16d ;41 rt TYP. STUDS BEAM OR HEADER PER PLAN WHERE OPENING IS LESS —11 THAN 6'—O" PROVIDE (1) BEARING STUD U.O.N. Typical Wood Detail NTS 09/29/11 IN SWENSON SAY FAGET rifrA A STRUCTURAL ENGINEERING CORPORATION z1z4 Third Avenue-Suite ioo-Seattle,WA 98121 \/�y/D II ISE ph:206.443.6212 fax:206.443.4870 �/ (8)16d © 4"oc STAGGERED 16d © 12"oc STAGGERED AT EACH SIDE OF SPLICE ELSEWHERE TOP CHORD SPLICE BOTTOM CHORD SPLICE 6'-0" min. BETWEEN SPLICES T--SPLICE TO OCCUR AT OF VERT. STUD TYP. Typical Wood Detail NTS 09/29/11 Ird SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 WD--- 6 ph:206.443.6212 fax:206.443.4870 PANEL EDGE NAILING - // A35 PER SHEARWALL OVER ALL HOLDOWN STUDS SCHEDULE HOLDOWN PER PLAN HANG PERP. JOIST W/ ITS HANGERS PER PLAN NAILING PER (4)8d INTO EACH BLOCK SHEARWALL SCHEDULE (typ) JOIST DIRECTION AND SHEATHING PER PLAN 31/2" LSL �' RIM JOIST ' , / // ► LEAVE ONE END OF / (2) 16d THRU EA. STRAP UNAILED JUST / JOIST OR BLOCK PRIOR TO COVERING / / WHERE JOISTS ARE / PARALLEL, PROVIDE TJI BLKG. @ 48"oc SHEARWALL PER PLAN BEAM/HDR. PER PLAN (where occurs) Exterior Floor Framing (w/TJI's) Framing Detail NTS ril 09/29/11 SWENSON SAY FAGET riaA STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite loo-Seattle,WA 98121 A D- 7 ph:206.443.6212 fax:206.443.487o �/' SHEARWALL PER PLAN // HOLDOWN PER PLAN, REFER TO HOLDOWN SCHED. FOR ADDL. INFO. • PLYWOOD SHEATHING PER PLAN ORIENTATION ALL-THREAD TO MATCH PER PLAN ;; A.B. SIZE IN HOLDOWN ii: V;/1 SCHEDULE FULL WIDTH VERTICAL GRAIN 2x BLOCKING TO MATCH HOLDOWN STUDS // I 11 II Typical HDU Holdowns Framing Detail „..„,,......______ NTS 09/29/11 IN SWENSON SAY FAGET rragg A STRUCTURAL ENGINEERING CORPORATION MBE2124 Third Avenue-Suite ioo-Seattle,WA 98121 \/�/D_ Q ph:206.443.6212 fax:206.443.4870 V Y lJ . > JOISTS AND SHEATHING PER PLAN / \I\ BEAM PER PLAN ITT SERIES HANGER Typical Flush Beam Framing Detail NTS 09/29/11 SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite too-Seattle,WA 98121 \ADD_ Q »h: • zo6.443.6ztz • fax:206.443.4870 \I 11 �J PANEL EDGE NAILING '1 OVER ALL HOLDOWN STUDS SHEARWALL PER PLAN NAILING PER JOISTS AND SHEATHING SHEARWALL SCHEDULE (typ) PER PLAN STRAP PER PLAN W/ EQUAL NUMBER OF SPECIFIED NAILS IN �ii11 STUDS ABOVE AND BEAM BELOW ITT HANGER BEAM PER PLAN Framing Detail NTS 09/29/11 IPA SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION rr 2124 Third Avenue-Suite ion-Seattle,WA 98121 WD-1 O ph:206.443.6212 fax:206.443.487o 8d @ 6"oc NOTCH TO LET A35 PER SHEARWALL OUTRIGGER THRU SCHEDULE (5)8d INTO EA. BLOCK 1 T I I -(T FASCIA ► — , (2)16d THRU PER ARCH. 11 , OUTRIGGER 2x4 OUTRIGGER 24"oc per arch. — RAFTERS PER PLAN \i \ 2x BLOCKING © 48"oc _ (2)16d TOENAILS THRU EACH BLOCK SHEARWALL PER PLAN HEADER/BEAM PER PLAN // Exterior Non-Bearing Wall Framing Detail NTS SWENSON SAY FAGET 09/29/11 rrA STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite Seattle,WA 98121 ph:206.443.6212 fax:206.443.4870 WD- 1 1 it TRUSS PER PLAN 8d © 6"oc FULL DEPTH BLOCKING (may be drilled for venting) A igEFf FASCIA PER ARCH. /\ H1 EA. RAFTER per arch. — HEADER/BEAM PER PLAN • SHEARWALL PER PLAN Framing Detail NTS SWENSON SAY FAGET 09/29/11 rrA STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 ,A/D- 1 ph:206.443.6212 fax:206.443.4870 VV I per arch. 8d @ 6"oc ROOF SHEATHING 2x4 BLKG. W/(2)16d THRU PER PLAN TRUSS TOP CHORD EA. END /-2x4 OUTRIGGERS (5)8d LAID FLAT ® 24"oc (2)16d IHKU � 2x BLOCKING OUTRIGGER • (6)16d THRU BLOCK FASCIA PER INTO BRACE • ARCH. LTP4 @ 48" O.C. A34 (brace — PRE—MANUF. TRUSSES to top plate) PER PLAN 1t�� 11 2x4 ((2)2x4 WHERE LENGTH EXCEEDS 6'-0") BRACE 0 8'-0"oc MAX. NAIL (2)2x4 W/16d © 12"oc GABLE END TRUSS SHEATHED TO MATCH SHEARWALL BELOW // A35 PER SHEARWALL SCHEDULE Exterior Non-Bearing Wall Framing Detail NTS Wed SWENSON SAY FAGET 09/29/11 rr A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 ,A/D- Z J ph:2o6.443.6212 fax:206.443.4870 VV r I ', 8d ® 6"oc FULL DEPTH BLOCKING (may be drilled for venting) RAFTER PER PLAN FASCIA PER ARCH. - H1 EA. RAFTER — 7 \/ /\ per arch. — HEADER/BEAM PER PLAN SHEARWALL PER PLAN Framing Detail NTS 09/29/11 le SWENSON SAY FAGET r A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 ,A VV/D ph:206.443.6212 fax:206.443.487o 7 N 4 8d @ 6noc 2x LEDGER w/ (3)16d © 16noc LUS OR LSU HANGER I `II 'III V SHEARWALL PER PLAN ROOF FRAMING PER PLAN 1 I Framing Detail Y NTS ■IPS 09/29/11 SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite too-Seattle,WA 98121 W D 15 ph:206.443.6212 fax:206.443.4870 vl •i Y lx PER PLAN RAFTER PER PLAN .J A35 EA. RAFTER BEAM PER PLAN PC CAP per arch. POST PER PLAN Framing Detail c„.........,..-- NTS 09/29/11 VA SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION ziz4 Third Avenue-Suite ioo-Seattle,WA 98121 WD-1 6 ph:206.443.6212 fax:206.443.4870 ti G� 4 8d @ 6"oc FULL DEPTH BLOCKING (may be drilled for venting) - I . RAFTER PER PLAN FASCIA PER ARCH. H1 EA. RAFTER per arch. BEAM PER PLAN POST CAP PER PLAN POST PER PLAN - Framing Detail NTS 09/29/11 WA SWENSON SAY FAGET ow A STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite Seattle,WA 98121 ,A/D_ 1 Una ph:206.443.6212 fax:206.443.487o V v I 4 .o-. w CS16 x 4'—O" STRAP (2) CORNERS OF OPENING, NAIL SHEATHING TO BLOCKING W/ PANEL EDGE NAILING PER SHEARWALL SCHEDULE (typ.) 2x FLAT BLOCKING (typ. © strap locations) // HEADER PER PLAN / . .. wall opening 1 // 2'—O" 2'—O" 2'—O" / / PANEL EDGE NAILING PER (wrap at SHEARWALL SCHEDULE AT corner condition) FULL HGT. STUDS AROUND WALL OPENING (typ.) Framing Detail 1 „............_ NTS Ir. 09/29/11 SWENSON SAY FAGET rgA STRUCTURAL ENGINEERING CORPORATION 2124 Third Avenue-Suite ioo-Seattle,WA 98121 `A'D_ 1 ph:206.443.6212 fax:206.443.4870 Y 1 �.J ' IFCOP Y. A Bicycle House -06CO3oft_a;:t..14.12:,,f f1 i:_, P roject Manual 9 n';(t01 the approved p( iar'i Or) revisions k -' "'"" ' (' ' '1'eS /xx NNNi N / NN 7 N xx Ni. 4 s; RR, ... ,... . 0,,,. ..............__ t -10 1.!TMAN00000000 MI ill . i INN ----- • i_____ r. 1 - . • , _ • i ' ____ • M - _4_4_2 ____ --'------111' ° .............. D E EOVE0 OCT 4 :2011 Contents 1. Architectural Details JEFFERSON COUNTY 2. Specifications DEPT OF COMMUNITY DEVELOPMENT < )0.7 it.,(finpin Archd-e(is ( -irl ffl Bicycle GOOdtlt House Cottages and Small Houses PO Box 230.Latigley Washington 98260.otansibrost—nam uom•wwarosschapin.com Flan Details P4.130 Corner Window P4.500 Stair Foundation Details D5.110 8" Stem Wall P5.111 8" High Grade Stem Wall D5.122 Lost Footing in Crawl D5.144 Foot plinth D5.820 Floor Connections Roof Details D6.100 Eave D6.130 Barge Trim D6.150 Roof to Wall-conditioned D6.160 Porch Roof to wall Exterior Details D7.120 Lap Siding D7.210 Typical Exterior Trim D7.510 Porch Foot to Beam Interior Details D9.100 Typ Interior Trim D9.410 Bookcase P9.460 Hearth P9.710 Built-in Sofa Contents 1. Architectural Details c;2007 Ross Chapin Architects GOOdrit House Bicycle Cottages and Small Houses PO Box 230•Langley,Washington 98260•pians@rosschafn corn•www.rosschapin.com wrap header 17'--------------17-------- -_-_-_-_-__—_,-_ ` 1/2"filler trim 1'� t I' I j f y '' - ,- ;'' Solid blocking Solid blocking Al/ -- i'{ w/(8)16d wi(4)16d each side �' A3---5-r, A35 1 j each side shim w/ + \ shim w/ 1/2 CDX I I l 1/2"CDX as read s l' f t as read i 1 ' � a 'W i , ill' .'s \L!,\,\ \'I '!. l';''1 wrap subsill „di window cornerboard to match wall cornerboard rigid insulation 1/2"thick furring 3/8"reveal wi 3/8"rabbet v■••��, wall cornerboard I per siding detail � . ■ 11, ���.■■■�I1 ``�`` 1/2"thick filler trim �!:°iiilli Ili I 1"x1"corner trim w/ 1/4"reveal 3/4"x3 1/2"casing w/ 1/4"reveal _lira Yin I Corner Window Detail 12" 24" 0 6" 6/9/10 GootiF t pttages and Small Houses D4..�30 PO Box 230•langbf,� oodfit.net•wwwgoodfft.net A 'provide continuous handrail for . stairways of 4 or more risers - *opening between balusters or r rails shall be less than 4" / •handgrip shall be >11/2" and <2"in cross section i *return ends to wall or newel ' ,I post \ •min 11/2" between wall and \ handrail L ca \ui U \ CO C777 E Co to z E 7t to 1 1\ see plan for typ. riser height, w/max of 7 3/4" \ \ v' see plan for typ. tread depth, l \ joist or w/ min of tread depth of -io truss per v \ plan L when under stairs is \ useable space provide 5/8" type X GWB. as I` required for -1 hr construction Stair Detail 0 6, 12" 24" 6/9/10 GoodFit Cottages and Small Houses D4.500 PO Box 230.Langley,Washington 98260•Em:ingorag oodfit.not•www.goodfit.net all fasteners into pressure-treated wood shall be hot-dipped galvanized or stainless steel per general notes (4)Sd thru ca.block where joists are parallel is stemwall,provide blocking Panel edge nailing and plate one bay @ 46"o.c. nailing per SW Schedule&notes (2)16d thru ea.joist or block joist direction per plan �` Willi 1-3/4"L5L rim joist � framing anchor per SW schedule 5 Siding,weather-resistive barrier 1 ���� and sheathing per Building , 1 Systems(6.1). Extend siding 1" below top of stemwall (or more J 'il where shown on elevations) aril 2x6 pressure treated sill w/sill seal —% i tI_ I (2)#4 bars 3"from top o l f o - (1 ea.side of A.B.) :11 E anchor bolt per shear wall schedule 3I w/1/4"x 3"x 3"galv.plate washers ti+! (X E- Grade 60(1)#4 vertical bar @ 16"o.c. It �_ 9 (alt.bends in footing-3"from bottom) for Grade 40 rebar use 16"o.c. I c0 --- dampproofing Grade 60#4 horiz bar @ 12"o.c.,typ. �: 4,111111141,..n for Grade 40 rebar use 10"o.c. ;; '���j�oA'o filter fabric I t + �, gravel backfill (2)#4 bars -,-.. .� \- � a 4"perforated ,, .�•t�.t,TY* drain tike 6 mil polyethylene l� li Q o __ va or barrier-secure to foundation ' ----_ --0 . ;� ____, .a1i>__...�f.J undisturbed soil or 4" -8"-----/-4' tested compacted fill below footing For high grade conditions see D5.'11 Typical S°° Foundation 0 6" 12" 24" i 6/9/10 GoodFit Cottages and Small Houses D 5.110 po Box 233•Langley,Wash 'Em inquryygaoofit.net•www.goodfit.not "where joists are parallel to stemwall,provide TJI blkg @ 45"o.c.similar to D5.110 Drill 1 hole in sill plate at each anchor bolt location to allow plate to fit down around nut --_ Panel edge nailing and plate nailing per SW Schedule&notes 2x pressure treated sill w/sill seal _ 7- Siding,weather-resistive barrier and sheathing per Building ITT series top flange hanger Systems(6.1). Extend siding 1" below top of stemwall(or more —11' where shown on elevations) z iii o :J L� Extend sill seal down side of concrete past joists, II to prevent wood-to-concrete contact LI_ typical reinforced concrete " II E stemwall and footing per .10111, t _ For callouts in common see D5.110 Raised Stem Wall 0 6" 12" 24" ,Of‘)1 el 6/9/10 GoodFit Cottages and Small Houses D.111 PO Box 230•Langley,Wasuingto 98260•Enr.nquiry@goodfd.net•www.goodtit.net -- 8d @ 6"oc.into TJI blocking (3)16d ea.block (2)16d toenails thru ea.joist joists and sheathing per plan /b. , -grpr-■ .. '"---- --II.ImI. / \\/ \ �W AC,BC,or PC series post cap X post per plan /\, v, PB or ABU series J 1'-6"min. -7----- Weil, footing size and reinf.per plan /' LJ Post Footin in Crawl Space 0 6" 12" 24" ...--,000:: 6/9/10 Goodfit Cottages and Small Houses D5.122 PO Box 230•Langley,Washington 98260•Em:inquiry@goodfit.net•www.goodfit.net — 6x6 post -- CI'S6-install per Simpson instructions 1 1 1"x 1"chamfer \ \ 11 Eio- , ii n 5"x 5"concrete plinth MCMCIC 11 1' (4)#4 bars vertical, li ii C\I I., 11 hook under footing steel 11 M =:3 #3 stirrups,typ of(3) I1 \ 1 : r' \ \ \IP concrete footing per plan ( \I / i (2)#4 horizontal each way, - ; ;i 3"from bottom � _ \\\ /// ----7 Concrete Plinth 0 6" 12" 24„ '1") 6/9/�o GoodFit Cottages and Small Houses D5.144 P0 Box 230.Langley,Washington 98260`Em'inquiry@goodtit.net•vmm.goodf it.net nailing per shearwail schedule,typ. 1-3/4" L5L rim joist top pl.corm.per E-►�, shear wall schedule joist per plan w/ (2)16d to top plate Exterior Dearing Wall 0 6" 12" 24" nailing per shearwai '—_ schedule,typ. (4)5d into each block " rimjoist. I top m. shear wall schedule joist per plan -- blocking 48"o.c.w/ (2)1661 to top plate Exterior Non-Dearing Wall 0 , 6" 12" 24" 6/9/1 o GoodFit .8zo Cottages and Small Houses D5.820 PO Box 230•Langley,Washington 98260•Em:inquiryt goodfit.net•www.goodfit.net Y "f+t 3trfuvf f 1� S� Sts :+V1 3 # i Metal H-clips at I oriz. �'�_ sheathing panel joints,iyp. /— _ Air vent bafFle maintain min,coot. 1"air space '7 ®r — 2x blocking �� .�� 8d @ e''o.c. Screened bird Mocking ,,,,,,,,,----'7 Simpson son H1 hurricane / tie @each rafter or truss,typical i is' � — Metal drip edge illio--‘1111-111 i' 1 / Rain Gutter �; f:... \ I ^`� 1x4 fascia �; panel w/4"grooves i at save(where exposed) - ��� Rafters or truss per plan, i Cut tails to 51/2" M save per roof framing plan — T— 5/4 x 2 trim — ---_ —-- ,� \. j I,wi siding per Elevations Eave Detail 0 6" 12" 24" 4 6/9/10 GoodFit Cottages and Smad Houses D6.100 po 9ox 230•Langley,Washington 96260•Ear inquiry@goodfitnet•www.goodf1tnet \, 2,,, f e 3 w ,..E w 21/2" 1/2"cedar keystone lx applied over joint _ ,���\ comp roofing 1x2 trim 1x4 trim -- �� 141./�P 2x8 trim —�\ verge trim ---_ 11/2" 11/2" cornerboard '� ,0 5" . � 11/2" panel w/4"grooves perpendicular to gable end wallas eaves 1v• use 5/8"roofing nails @ overhangs ELEVATION typ. j 4' 1 8d @ 6"o.c. _,�_ notch rafter to receive outrigger / nail ea.rafter w/(2)vied 1x4 fascia behind (2)vied - '-- extend roofing tab to cover ends of trim flashing '�,. — Te '� 1x2trim \ 2x3 blocking \ ' 1x4 trim (extend 11/2' beyond 2x8 barge end of verge trim) ,2x6 outrigger @ 48" 2x8 verge trim connection per blocking @ 48 o.c.w/ shear schedule (5)8d sheathing to block / per roof framing plan (3)16d rafter to block @ ea.end (2)16d toe nail to top plate v notch for venting B r a a Trim m seta I l SECTION 0 6., 12" 24.. 6/9/10 GoodFit /� Cottages and Small Houses D 6.13 PO Box 230'La gIe wasni�a 98260•£r+ vy goodfiLnef'wrrwgoodfIt.net _---siding per elevations counterFlashing metal step flashing 861 @ 6"o.c. :1 �E—sheathing per plan& . notes all.4rpUt 1 11 Er rafter per plan rafter w/(3)16d ea.stud condition where rafters are parallel to wall as with a gable roof r-rtil siding per plan —m; ;;:al i PI cnt 0 iVl.,..--. J, , (4)80 typ.ea.block gil ii �r maintain 1"airs ace `•�1-j- - 1"air slot -441i1 • 3x6x12"blocking each bay ir... r w/(3)20d to interior Oilblocking 2x8 blocking w/(4)16d to each stud condition where rafters are perpendicular to wall as with a shed roof Roof to Wall Detail 0 6" 12" 24" 6/9/10 GoodFit Cottages and Small Houses D6.150 PO Box 230•Langley,Washington 98260•Ent ocogy@goodfit.net•www.goodtit.net P *1111 siding per elevations counterflashing Imetal step flashing 861 @ 6"o.c. 1 _ '�<---sheathing per plan& ���� notes . 1111■ _ � rafter per plan . all( -.A�1 rafter w/(3)16d ea.stud ,' ' condition when porch rafters are parallel to wall '`'` '' as with a gable roof , •111 ��I — ___ siding per plan M.. metal flashing �"� �_--- siding per plan j 2x6 blocking metal flashing 8d 6"o.c. (4)8d typ.ea.block / ,__ . . roofing nails not �� <� ' /' to show from below i 1x6 T&G w/(2)8d 4"o.c —�� `� 2x6 blocking each bay ki 11 `—`` ea.board,ea.joist �� � �� rip to fit 2x pressure !I —� (3)16d to interior blocking screened 1"air slot `1� block between rafters i_ typ.@ each end of joist ♦ 1111W ,'' to hide joist hanger and to transfer shear w, 1x6 T&G I �a (3)16d to interior �jl blocking J —.Ill 2x8 blocking w/(3)16d � --." f ke. to each stud use at enclosed rafter locations use at porch with exposed rafters Porch Roof to Wall Detail 0 6„ 12" 24" le:{' 6/9/10 GoodFit Cottages and Small Houses D6.16 o PO Box 230•Langley,Washington 98260•Ern:inquity@goodit.net•www.goodf it.net '7/4 K 6°Drier trirri __— I I it--� �___,_ 7/3 reveal �� ` ' /II 5/4 x C corner trim / 1 with 3/ "ranoet \ / \ / A\ 1 11& gap,tyo_c auip. �� � I lap sld�rg per olevation—. I ��- -weather roof barrier —. 1p,) �, spacer_ 1� ► � 1/2' lilll ,____` L 112' --' sheathing FLAN SECTION! _ stem wall - "framing typical u.C.N. "see elevations for siding reveal paterns finish grade SECTION Lap Siding Detail 0 6" 12" 24" 6/9/10 al GoodFit Cottages and Small Houses D7.120 PO Box 230•Langley.Washingte 96260•Enx i quiry@goodte,net•wwvegoodf it.net '. '' Siding per elevation t ,, ��'' ` ° ' ':; 2x6 head casing w/ 4 t, ;� Z-flashing,typ. 4,4,:l''",,,,,,:, 3;` � 5/4x6 leg casing s p U" .v, I : '':'!,',7",, 2x3 sill w/15 € El I degree cant E} fl , � II�4, V 'y111111,1011 drip kerf z no apron only- , . t'' "I'-t,._!, g ,' lt. siding below .`v• °`y� i w�m s" Exterior Poor & Window Trim (ty ical) NT5 6/9/10 .........■/•■■••pliggimi,t; GoodFit D7.210 Cottages and Small Houses PO Box 230•Lards', gbn 96260•Ent uiy@lgoodfn.net•www.goodfit.net i r3/4'' 4 I 14 , ri 1�I1 7.1""",p .x 44010 „4,41%. ..- 17,, ,>.,,,,,, .0. iq (' 3/4"x MDX cover /�- / w rnp flashing over exposed �� beam /` A34 @ ea.rafter 47 (b) #8x 1-1/4"screws typical each joist no blocking Simpson tf 37 tie plate front and back \� p05ITIVE TIE �- Porch Post to seam NTS ,„/°:) 619/ o GoodFit Cottages and Small Hawses D 7.51® pp gox 23•Lang sus Washington 98260•Ens i goedfitnat www.goodtit.net 1,4 7t '. Windows/Doors under running trim ,i, �5;� same as Stand alone window trim except for 1-` ^< 3/4"X 3 1/2" MDF, running trim, painted,typ. -;''''',=-4r..4;;;.„ t 1„3.,-;#.4'.:1; 3/8"filler material, painted k Yr;y,» Door Trim at ease 1/2"x 3 1/2" leg casing 3/4"x 4"x 71/4"plinth 1/2"x 41/2" base Door head casing same as window Typical Ceiling Trim U.N.O. Stand alone windows 1/2"x 21/2"crown mould,typ 3/4"X 41/2"head casing `' 1/2"overhang When Battens are called out: 1/2"X 3 1/2" leg casin. ,' 1/2"x 11/2" battens 1/2"x 31/2'stool . a,, . 1"sill extensio f III p t � s t}1�r. 1I w,t ] 3 [ 1 F'Stt'Y {' x w a IA' F4 ,' Interior Trim (typical) NTS 6/9/10 GoodFit Cottages and Small Houses D9.100 pp Box 238.Langley.Win 98280•Ent ingta goodfit,net•■ww.goodfit.net see interior elevations for crown i_ moTdin i l 8 1/4" �— M D F Option to build bookcase tight below sill - see interior elevations for ' Option to align I GWB-smooth preference top of bookcase w/ middle of A �— 2 1/2" window I >c_ T i 3'-O 1/4" / 0 N verify clearances painted wood w/ stove mfr adjustable B /G _ shelves, typ. 1 1 base per D9.1oo I ! in N ,i 3/4" 7"x9" tumbled' elevation F =,, 9 roman pavers w/ scale: 1/2" = 1'-0" GWB 3/4"x1" base shoe ropelight all dimensions are to finish materials 2 4 -- 1X3 8 1/4" column beyond �N 2x2 `\� T MDF o - ■ 7 \ w �\ N ` \ .---- 1x3 MDF 2 4 N square edge GWB base per D9.1oo N — A - section 3/' B - partial section 1 2 1/2"-�/ scale: 3" = 1'-O" scale: 1" = 1'-0" 6/9/10 GoodFit Bookcase cottages and Small Houses at Stove D9.410 PO Box 234•Langley:WaStunglOn 98260*Ent wnq i goodfct.net•wwwgaodfit.net ay { V I � " S . ' r ::f x finish floor 7'x9"x2"tumbled"Roman"pavers r 7" verify plans ve ,- 0 I 0°, 17- ,-...1 1 i i 1 i I 1 I I IN a i s,,.._. ..,,,■. -,-■■. ,--•■al I I I I I M■0-4 1 a I I ii la,r,,, .. direction on of pars 9" (I 1/2" Homasote — 3/4"x11/2"wood trim, natural Paver Hearth at Gas Stove 0 6" 12" 24 6/9/10 I GoodEit Cottages and Small Houses D9.460 PO8ou230, Akv1 98260. oQdfit.nel•wrrv�goocffit.net A I/ l _ � a furred-out back: beaded plywd over plywood with deep sill typ,at back and two sides ------------r ......\ 2" upohlstered cushion 3/4 plywood ► J s 1x3 1 // r 1" MDF Hocking 31� kr y 10 N i .: 12" h.x 24"d. carcass drawers w/overlay fronts ------ -i.__ e ® c>� 1" MDF blocking_ Built-in Sofa Section o 6" 12" 24" 6/9/1 o GoodFit Cottages and Small Houses D9.710 PO Box 230.fir.Washington 98260•En 6rquvAgoodM.net.v.wwgoodtit.net Contents 2. Specifications 0,11141 s :oU7 Rnss(hApin Architects Bicycle GoodFit House Cottages and Small Houses PQ Box 230•uuiyley,wu5hingttm 96280•p1; !s(d)russchupire.wm•wwwrosschapin.com Specifications for GoodFit Plans DIVISION 1: GENERAL REQUIREMENTS Stock Plan General Notes&Disclaimers ❑ These stock drawings and specifications have been prepared to meet generally accepted professional standards and practices, but have been developed without knowledge of or reference to the Licensee's specific site or geographical location. Local site conditions,such as frost depth, soil bearing capacity,seismic and wind zones,exposure,etc., may vary. Local code requirements for such life- safety requirements as stair width,stair rise and run,egress windows and smoke detectors,etc. may vary. The strength of materials (such as lumber) available locally may vary. Therefore, supplemental to these documents, it is the Licensee's responsibility to consult with his/her local builder and a professional designer or structural engineer to determine that these documents meet all current federal, state/provincial and local codes,ordinances/bylaws and regulations,etc.,and are appropriate to specific site conditions.Compliance with such requirements shall take precedence over these documents. ❑ Any use of this information without adaptation to changes in codes,standards, site conditions and other factors is at the Licensee's sole risk. Ross Chapin Architects(RCA) (including its plan division, GoodFit)assumes no responsibility for changes made to these plans by others and makes no warranties,either expressed or implied,in the use of these plans.The Licensee agrees to defend and indemnify RCA for all claims,costs, losses or damages resulting from the use of these documents. ❑ before starting construction, it is the builder's responsibility to check all dimensions and details,and verify conformance with governing code requirements for the geographic area in which the house is to be built.All structural, mechanical and electrical requirements shall also be reviewed before construction begins.Codes govern over drawings and dimensions govern over scale. Notify the RCA of any dimensional discrepancies. ❑ RCA has not been engaged for construction supervision of any kind and assumes no responsibility to ensure that construction conforms to these plans, nor has any responsibility for construction means, methods,techniques,sequences, procedures or safety precautions in connection with the work. ❑ RCA retains ownership of the construction documents and all subsequent copies of the works regardless of the form of the original and other copies.This is not a sale of the original documents whatsoever. ❑ These drawings and specifications are copyrighted. Unauthorized copying of these documents is expressly forbidden.The Licensee is granted the right to make copies as needed for the construction of one (1) building per plan purchase. Any other copying is unauthorized. The Licensee may be held legally responsible for any copyright infringement that is caused or encouraged by the failure to adhere to the terms of this agreement. Quality Assurance ❑ All materials,workmanship,design,and construction shall conform to the drawings, specifications, and to the most recent edition of state, local and federal regulations,including (as adopted and amended by the local jurisdiction): • International Residential Code • Uniform Plumbing Code • Uniform Mechanical Code • National Electrical Code • International Electrical Code Dimensions and Discrepancies ❑ Structural drawings shall be used in conjunction with building design drawings for bidding and construction. ❑ Plan dimensions are to the face of studs, unless otherwise noted. Do not scale any drawings for dimensions undefined. ❑ The Contractor shall verify dimensions and conditions for compatibility and shall notify RCA of any discrepancies prior to construction. ❑ The Contractor shall verify all relevant grades,existing dimensions, member sizes,and conditions prior to commencing any work. ❑ The Contractor shall provide temporary bracing for the structure and structural components until all final connections have been completed in accordance with the plans. Specifications for Plans Page 1 of 13 ❑ The Contractor shall be responsible for all safety precautions and the methods,techniques, sequences or procedures required to perform the Contractor's work. ❑ Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown,your local Architect and/or the Structural Engineer shall use similar details of construction, subject to review and approval by the Owner. ❑ All structural systems that are composed of components to be field-erected shall be supervised by the supplier during manufacturing,delivery, handling,storage and erection in accordance with instructions prepared by the supplier. DIVISION 2: SITEWORK Site Preparation ❑ Identify and protect all underground utilities ❑ Stake out and mark boundaries of the work and all elements of work • prior to commencement of the work. • maintain in good,accurate condition throughout construction • drainfield, reserve area and septic tank shall be kept completely clear of vehicles and materials at all times ❑ Identify and flag existing vegetation • To remain • To be relocated • To be removed • Do not remove without prior consent of the Owner ❑ Protect existing vegetation and property not removed. Fence off existing trees at the dripline. • Po not fill or cut within the dripline of trees to remain • Do not run heavy equipment within the dripline of trees to remain • Leave natural growth undisturbed ❑ Property damaged or destroyed as a result of the construction operations will be repaired or replaced at the expense of the contractor. ❑ Prepare the surface by stripping and removing • Debris • Vegetation ❑ Employ the Best Management Practices required by the local jurisdiction to minimize runoff and erosion during construction. EARTHWORK Clearing and Grubbing ❑ Remove all organic material within the footprint of the proposed house only. Grading and Excavating ❑ Sub-grade preparation including drainage,excavation,compaction,and filling requirements, shall conform strictly with recommendations given in the soils report or as directed by the soils engineer. Footings shall bear on solid undisturbed earth at least 15" below the lowest adjacent finished grade or below the frost line in your area,whichever is greater. Footing depths/elevations shown on plans (or in details)are minimum and for guidance only;the Contractor must establish the actual elevations of footings in the field. Backfill behind all retaining walls with free draining granular fill and provide for subsurface drainage. • Allowable soil pressure per IRC Table R401.4.1. ❑ Identify all underground utilities ❑ Strip topsoil and stockpile on site. ❑ Provide positive drainage away from building Rough grading ❑ Grade areas of property adjacent to construction to reasonable true and even surfaces ❑ Slope ground away from building walls to facilitate drainage. Specifications for Plans Page 2 of 13 Fill ❑ Backfill around building • water-permeable washed gravel to within 8 inches of finish grade and 12 inches from building • soil backfill o placed in lifts not exceeding 8 inches loose thickness ❑ Compact to 90%of maximum density as achieved by ASTM 0-698. Finish grading ❑ Spread and grade stockpiled topsoil evenly over rough-graded areas • 4 inches depth minimum. ❑ Topsoil shall be • selected to be reasonable without admixture of subsoil • reasonably free from clay lumps,stones, roots,or similar substances • maximum one inch in diameter Underground Utilities ❑ Bury site utilities together • backfill with 16 inches of pea gravel,8"lifts of soil • compact between levels Construction Waste Management The Owner has established that this project shall generate the least amount of waste practical. Contractor to separate and recycle all clear wood,concrete,asphalt,metals,corrugated cardboard,paper,glass,and gypsum wallboard. DIVISION 3: CONCRETE Cast-in-place Concrete Assemblies ❑ Complete in accordance with IRC Chapter 4 and ACI Specifications 301-72 and 302-69 • Cast-in-place concrete • Formwork • Reinforcing steel • Related accessories ❑ See design drawings for exact locations and dimensions of openings in all concrete walls. ❑ See design drawings for all grooves,notches,chamfers,feature strips,color,texture,and other finish details at all exposed concrete surfaces,both cast-in-place and pre-cast. ❑ See mechanical drawings for size and location of miscellaneous mechanical openings through concrete walls. Cement ❑ Follow ASTM C150-85 • Type II • Strength:f c 2,500 psi at 28 days for structural &foundations • 51/2 sacks cement per cu/yd concrete • Proportion to produce a slump of 5"or less Reinforcing ears(unless otherwise noted) ❑ Use billet or rail steel • Intermediate grade,ASTM A615 Grade 60 unless noted otherwise by the Structural Engineer • Steel shall be clean and free of rust and scale before pouring • No bars partially embedded in hardened concrete shall be field bent unless specifically so detailed or approved by the Structural Engineer. ❑ Placement • Tie and brace securely • #16 double annealed iron wire • Supported on approved chairs. • Lap all bars 40 diameters minimum • All reinforcements shall be covered with concrete as follows: o Footings 3" o Grade beams 2" Specifications for flans Page 3 of 13 o Weather face of walls 1 to 11/2" o Earth face of walls 2" min. o wall face 3/4" min. ❑ Concrete wall reinforcing—provide the following unless detailed otherwise: • 6"walls #4 @ 16 horiz. #4 018 vertical 1 curtain • 8"walls #4 @ 12 horiz. #4 @ 18 vertical 1 curtain • 10" walls #4 @ 18 horiz. #4 @ 18 vertical 2 curtains • 12"walls #4 @ 16 horiz. #4 @ 18 vertical 2 curtains Scheduling ❑ Do not begin placing concrete until all work of other trades affecting concrete is complete. DIVISION 5: METALS Anchorage ❑ Expansion bolts into concrete and concrete masonry units shall be"Wedge-All"anchors as manufactured by the Simpson Strong Tie Company and installed in strict conformance to ICSO Report number ER 3631, including minimum embedment requirements. • Bolts into concrete masonry or brick masonry units shall be into fully grouted cells. ❑ Epoxy-grouted items specified on the drawings shall be installed using "SET"high strength epoxy as manufactured by the Simpson Strong Tie Company. • Install in strict accordance with ICSO Report no. ER 5279. • Special inspection of installation is required. Metal Framing Connections ❑ Connectors called out by letters and numbers shall be "Strong-Tie" by Simpson Company,as specified in their current catalog. • Equivalent devices by other manufacturers may be substituted, provided they have ICSO approval for equal or greater load capacities. • Provide number and size of fasteners as specified by manufacturer. • Connectors shall be installed in accordance with the manufacturer's recommendations. • Where connector straps connect two members, place one-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. • All 2x joists shall be connected to flush beams with"LU5" series joist hangers. • All TJI joists shall be connected to flush beams with"ITT"series joist hangers. • All double joist beams shall be connected to flush beams with"MIT"series joist hangers. DIVISION 6: WOOD Quality Assurance ❑ All construction and materials shall meet International Residential Code(IRC) requirements,and AWI Standards. ❑ Lumber and other carpentry materials must have the grade mark of the association having jurisdiction,or each shipment of material shall be accompanied by a Certificate of Inspection. ❑ Follow minimum nailing schedule per International Residential Code Table R602.3(1). Moisture content ❑ Maximum for finish woods=970. Max.for pressure-treated material:19% For all other materials,12% ❑ Protect all materials from the weather ❑ Se sure that the building is thoroughly dry before finish woods are installed Hardware ❑ Shall be hot-dipped galvanized where exposed to the weather • i.e.- nails,spikes,bolts, hangers and other framing devices ❑ Use adequate hanger where floor and roof framing show butting member • minimum 16 Ga. ❑ Prime and paint where galvanized is not available. Specifications for Plans Page 4 of 13 Lumber Specifications ❑ All lumber not otherwise specified or noted on drawings • kiln dried • except plates, blocking and firestops ❑ Dimensional lumber joists and rafters • Hem Fir, No.2 and better,except as noted ❑ 2x4 studs, plates,blocking and framing • Douglas Fir or Hem Fir, No.2 and better ❑ 2x6 and larger studs • Hem Fir, No.2 or better ❑ Dimensional lumber beams,girders and posts • Douglas Fir No.1 ❑ Deck framing joists • pressure treated ❑ Decking material • Composite decking Sheathing ❑ Wall bracing shall be in conformance with IRC 8602.10.3—R602.10.7 ❑ Shear schedule: refer to your local Structural Engineering documents. • Provides ultimate shear-wall standards for: o Fastener sizing o Fastener spacing o Panel thickness ❑ Exterior walls • Provide 1/2" (nominal) APA-rated sheathing (span rating 24/0) on exterior surfaces nailed at all panel edges (Hock un- supported edges),and top and bottom plates with nails @ 6"o.c.and to all intermediate studs and Hocking with nails @ 12"o.c. • Allow 1/8"spacing at all panel edges and ends. ❑ Floor Sheathing • Floor sheathing shall be 3/4" (nominal)with span rating 48/24. • Unless otherwise noted on the plans, plywood floor sheathing shall be laid up with grain perpendicular to supports. Glue and nail @ 6" o.c.to framed panel edges, struts and over stud walls as shown on plans and @ 12"o.c.to intermediate supports. • All floor-sheathing edges shall have approved t&g joints or shall be supported with solid Hocking. • Allow 1/8" spacing at all panel edges and ends of floor and roof sheathing. • Toenail Hocking to supports with 16d @ 12"o.c. unless noted otherwise. ❑ Roof Sheathing • Roof sheathing shall be 5/8" (nominal)with span rating 32/16. • Unless otherwise noted on the plans, plywood roof sheathing shall be laid up with grain perpendicular to supports and nailed @ 6"o.c.to framed panel edges,struts and over stud walls as shown on plans and @ 12" o.c.to intermediate supports. • Provide approved plywood edge clips centered between joists/trusses at unblocked roof sheathing edges where framing members are spaced 24"or more o.c.. Sill plates ❑ Pressure treated,where in contact with concrete: • All wood in direct contact with concrete or masonry shall be pressure-treated with`ACQ' preservative or an approved equal (preservative shall not contain any EPA listed hazardous compounds,such as arsenic). • Set on Styrofoam sill seal • Bolted to concrete with 5/8"diameter anchor bolts(with 7" minimum embedment)with 3"x 3"x 1/4"square washers @ 4'-0"o.c. unless indicated otherwise. Typical Interior Wall Framing ❑ 2x4 at 16"o.c. • Two 2x4 headers shall be provided over all openings not otherwise noted. Specifications for Plans Page 5 of 13 • 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 1661@ 12"o.c. and lap minimum 4-0"at joints and provide eight 16d nails @ 4"o.c.each side joint. • All stud walls shall have their lower wood plates attached to wood framing below with 16d nails @ 12"o.c. staggered. Typical Exterior Wall Framing. ❑ 2x6 at 24" o.c.. • Exception:2x6 at 16"o.c.where supporting two or more floors and roof. ❑ Two 2x6 headers shall be provided over all openings not otherwise noted. ❑ Solid blocking for wood columns shall be provided through floors to supports below. ❑ Provide continuous solid blocking at mid-height of all stud walls over 10'-0" in height. ❑ All exterior 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 1661012"o.c.and lap minimum 4-0"at joints and provide eight 16c1 nails @ 4"o.c. each side joint. ❑ All stud walls shall have their lower wood plates attached to wood framing below with 16d nails @ 12" o.c. staggered. ❑ Individual members of built-up posts shall be nailed to each other with 16d @ 12"o.c. staggered. Typical Floor&Roof Framing ❑ Floor and roof framing: • Provide double joists under all parallel partitions that extend over more than half the joist length and around all openings in floors or roofs unless otherwise noted. • Provide solid blocking at all bearing points in dimension lumber framing. For engineered lumber. Block as required by manufacturer. • Toenail joists to supports with two 16d nails. • Attach timber joists to flush headers or beams with Simpson metal joist hangers in accordance with notes above. • Nail all dimensional-lumber built-up beams together with 16c1@ 12"o.c. staggered. Glue-Laminated Lumber ❑ Simple span beams, PSL, LVL,and LSL,shall be manufactured under a process approved by the National Research Board. • Each piece shall bear a stamp or stamps noting the name and plant number of the manufacturer, the grade,the national research board number,and the quality control agency. • All PSL, LVL,and LSL lumber shall be manufactured in accordance with ICBO ER-4979 using Douglas fir veneer glued with a waterproof adhesive meeting the requirements of ASTM D2559 with all grain parallel with the length of the member. • The members shall have the following minimum properties unless noted otherwise: o PSL (2.0e) fb=2900 psi, e=2000 ksi, fv=290 psi o LVL(1.9e) fb=2600 psi, e=1900 ksi, fv=285 psi o L5L(1.5e) fb=2250 psi, e=1500 ksi, fv=285 psi • Design shown on plans is based on lumber manufactured by the Trus-Joist Corporation. • Alternate manufacturers may be used subject to review and approval by the Architect and Structural Engineer,alternate joist hangers and other hardware may be substituted for items shown provided they have ICBO approval for equal or greater load capacities. • All joist hangers and other hardware shall be compatible in size with members provided. • Manufactured lumber products shall be installed with a moisture content of 127,or less. • The Contractor shall make provisions during construction to prevent the moisture content of installed beams from exceeding 1270. Excessive deflections may occur if moisture content exceeds this value. • Provide minimum camber for simple span beams as per fabricator's recommendations Engineered"I"Joists,Trusses,Beams, Headers and Posts ❑ Manufacturer to provide shop drawings to Engineer and Contractor • Sized and detailed to fit dimensions and local load conditions. ❑ Install in strict accordance with manufacturer's instructions Specifications for Plane Page 6 of 13 Interior Trim ❑ Trim material suggestions: ❑ Paint grade material: o Medium Density Fiberboard (MDF) o Plantation grown Poplar ❑ Transparent finish grade material: o Salvaged clear hardwood or softwood o Sustainably harvested hardwood or softwood Handrails ❑ Interior and exterior handrails shall satisfy the requirements of IRC P511.5.6 • Provide continuous handrail for stairways of 4 or more risers o 34-38"above nosing of tread o handgrip shall be >11/2"and <2" in cross section • Opening between balusters or rails shall not allow a 4"sphere to pass through. Guardrails ❑ Guardrails on platforms which are more than 30"above the ground or floor shall satisfy the requirements of IRC Section P312. • 36" minimum height(34"at stairs). • Opening between balusters or rails shall not allow a 4"sphere to pass through. DIVISION 7: THERMAL AND MOISTURE PROTECTION Quality Assurance ❑ All new construction shall comply with • Applicable state and local codes Insulation ❑ Minimum insulation levels shall be: • Floor R30 • Walls R21 • Roof R38 ❑ Wall insulation @ stick framed construction shall be fiberglass Blown-In-Blanket-System (13.1.8.5.). Refer to Building Systems Sheet 6.1 • This system provides a significantly greater level of insulation and infiltration resistance than batt insulation. • Manufactured by ARK-SEAL • Installed by certified contractor ❑ Floor and roof insulation shall be fiberglass batt- unless otherwise noted Weather-Resistive Barrier ❑ Cover exterior walls with two layers of building paper:60 minute Grade D asphalt-impregnated kraft paper(non-vapor-barrier)such as Fortifiber"Super Jumbo Tex." Apply each layer individually in shiplap fashion,and integrate with flashing,to shed water to the exterior. ❑ Flashing: • Metal: Provide metal flashing at all window and door heads,all transitions from wall to roof,etc.,all locations shown in the drawings and wherever necessary for a complete water-shedding assembly. • Membrane: Provide flexible membrane flashing around the perimeter of all window and door openings, all inside and outside corners of the building,all locations shown in the drawings and wherever necessary for a complete water-shedding assembly. o Install per manufacturer's instructions in the proper sequence. o As self-adhesive flashing is not vapor-permeable,limit its use to specific areas where it is required;do not apply it to large areas of wall. o Suggested products: • Fortifiber"Moistop,""Moistop E-Z Seal," and"Fortiflash"installed as a system. • Alternate:"Blueskin SA"self-adhesive flexible flashing. Prime substrate to ensure full adhesion. o The Contractor is responsible for the compatibility of all materials with one another. Specifications for Plans Page 7 of 13 Integrate installation of flashings with other materials, installing and lapping materials properly for a complete assembly that sheds water to the exterior. Vapor Retarder ❑ On the inside(warm) surface of all exterior insulated wall and ceiling cavities, provide a vapor retarder w/ rating of 1 perm resistance • one heavy coat of PVA sealer,or • approved vapor retarder ❑ Below the concrete slab, install • 6 mil poly-sheeting, black ❑ Over ground in crawlspace, install • 6 mil poly-sheeting, black Air Infiltration Control ❑ Provide foaming weather-strip sealant caulking at all joints at windows,thresholds,doors,electrical outlets,siding,flashing • other joints where infiltration is possible ❑ Provide weather-stripping gasket at all • doors and windows Gutters and Downspouts ❑ Continuous aluminum per plans and elevations, painted. ROOFING Roofing Material ❑ Composition shingle:as selected by Owner. If you use roofing materials heavier roofing materials heavier than composition shingles,the roofing structure must be sized by your engineer to accommodate the additional weight. ❑ Underlayment: 15 lb.Asphalt-impregnated felt. ❑ Warranties • manufacturer to provide minimum 20 year • Installer to provide 10 year Metal flashings ❑ 25-Ga. baked enamel (match roofing color) unless otherwise noted. CLADDING/SIDING Exterior Siding ❑ Refer to Building Systems Sheet 6.1 Exterior Wood Trim ❑ Trim material shall be • Cedar,TK grade • Or other weather-resistant appropriate material DIVISION 8: OPENINGS Doors ❑ Recommended exterior door selections • Solid wood, panel • Stain Grade fir/hemlock,painted • 1-3/4"thickness • Tempered thermal glazing • For exposed locations use additional protection system o Such as Simpson"UltraBlock"protection or"WaterBarrier Technology" • Meeting Window&Door Manufacturers Association WDMA standards • Front door style recommendations: o Simpson or Equivalent#7044,7944,7415 o Dutch opening (optional) ional ) Specifications for Plans Page 8 of 13 • French door style recommendations (rear): o Simpson or Equivalent#7015,7106,7108,7501,7504,7506,7512,1515,1506 D Recommended interior door selections • Solid wood, panel • Stain Grade fir/hemlock,painted or stained • 1-3/8"thickness • Meeting Window&Door Manufacturers Association WDMA standards • Door styles recommendations o Simpson or Equivalent#44.55,762,744,162 Windows ❑ Glazing • Thermal pane, '/2"airspace, LowE coating,argon ❑ U-Value • 0.33 minimum, NFRC Certified ❑ Simulated divided liter(SDL) • Interior,exterior with ogee-shape • 3/4„width • center shadow-bar • DO NOT use snap-in grills or center-pane grids D Recommended window selections • wood-clad • vinyl • fiberglass DIVISION 9: FINISHES GYPSUM WALLBOARD Intent of Work ❑ Provide and install complete gypsum wallboard system • Comply with Gypsum Association Publication 216:"Recommended Specifications for the Application and Finishing of Gypsum Board" Gypsum Panels ❑ Walls: • Standard gypsum panels with tapered edges,typical • Thickness: o Over studs at 24"o.c.: use 1/2"high-density"CD"or 5/8"gypsum panels. o Over studs at 16"o.c.: use 1/2"standard gypsum panels. • tapered edges typ.@ ceilings,exterior walls • Type'X"where required for fire code • Moisture-Resistant GWB where adjacent to plumbing fixtures • Texture: Hand-troweled skim coat ❑ Ceilings: • Standard gypsum panels with tapered edges,typical • Thickness: o On joists and rafters at 24"o.c.: use 1/2"high-density"CD"or 5/8"gypsum panels. o On joists and rafters at 16"o.c.,use 1/2"standard gypsum panels. • Type'X"where required for fire code • Moisture-Resistant GWB where adjacent to plumbing fixtures • Texture: smooth FLOORING Suggestions: ❑ Hardwood • Western Maple,cherry,oak,ash o "tight knot"grade o 3/4"x 21/4"T&G Specifications for Plans Page 9 of 13 • Three coats of water-base, low VOC finish ❑ Laminate • Suggested manufacturers: o Pergo,Wilsonart, IKEA ❑ Linoleum sheet or tile • Suggested manufacturers: o Forbo D Commercial Vinyl Tile • Suggested manufacturers: o Tarkett,Armstrong ❑ Carpet • Low toxic D Other • Tempered Hardboard or Medite o Cut to 32"x24" panels,or random 6 78 710"widths o Micro-chamfered edges o Nail &glue to subfloor o 3-6 coats oil finish Installation ❑ Install all flooring materials per manufacturer's specifications and installation requirements PAINTING Material ❑ Use water based latex paints with low or no VOC ❑ Employ coats and undercoats for finishes in accordance with recommendations of paint manufacturer. Painting Notes ❑ Apply material evenly,free from sags, runs,crawls,or defects, ❑ Apply additional coats when undercoats,stains,or other conditions show through final coat of paint until paint film is of uniform color,finish,and appearance. ❑ Correct defects and deficiencies in surfaces that may adversely affect work of this Section. ❑ Allow each coat to thoroughly dry before succeeding coat application. ❑ Replace identification markings on mechanical or electrical equipment when painted over or spattered. ❑ As work proceeds and upon completion, promptly remove paint where spilled,splashed or spattered. Coating Schedule(suggested) ❑ Interior surface of all exterior walls: • I'VA primer,heavy coat,to achieve 1-perm vapor barrier rating ❑ Gypsum wallboard flat finish: • Two coats latex flat wall finish ❑ Gypsum wallboard semigloss finish: • Enamel primer • Two coats acrylic latex emulsion base semi-gloss enamel ❑ Exposed exterior galvanized metal: • Pretreatment:vinyl wash pretreatment • First coat:zinc dust primer • Second and third coats:exterior synthetic gloss enamel ❑ Exterior fiber-cement siding: • Two exterior latex enamel ❑ Exterior wood siding: • One or two coats semi-transparent stain ❑ Exterior wood trim: • Pre-prime both sides before installation with exterior latex primer • Second and Third coat:exterior semi-gloss sun-proof latex enamel ❑ Interior wood: • One coat sealer • Two to three coats oil finish,sanding between coats Specifications for Plans Page 10 of 13 ❑ Ferrous-metal: • First coat: Rust-inhibiting,red oxide primer • Second and third coat: Exterior synthetic gloss enamel DIVISION 11: EQUIPMENT Appliances ❑ To be Selected by Owner: • Range/oven with hood • Microwave • Dishwasher • Refrigerator • Washer and Dryer ❑ Kitchen range hood ventilator:vent to exterior. DIVISION 12: FURNISHINGS & CASEWORK CABINETS Kitchen ❑ Paint grade cabinets,shaker style doors • Countertop: honed black granite tiles,12°x12"x3/8"w/tight black joint;1 1/8"edge Baths ❑ Paint grade cabinets • Countertop: plastic laminate with wood edge DIVISION 23: HVAC & MECHANICAL PLUMBING General ❑ Provide a complete and working system. The drawings do not show required offset,transition,fitting, etc. • Include all items necessary for a complete system ❑ Coordinate plumbing work with other trades ❑ Verify location of existing services ❑ Installation shall be in accordance w/local codes and Uniform Plumbing Code Items ❑ Provide wastes, supplies,traps,drains and trim as required for above fixtures.Verify compatibility of all components. Water Conservation ❑ Showers shall be equipped with flow control devices • Recommended maximum flow:3 gpm Hose Bibs ❑ Recommended • Provide (2)frost-proof hose bibs o at locations by Owner Water heater options: ❑ Storage type—60 gal electric • Place on formed pan with drain • Provide seismic strapping per code ❑ On-demand type gas mounted on exterior of the building • Such as TK-1 Aquastar 125x or Rinnai 2424 Specifications for Plans Page 11 of 13 Piping ❑ All water piping within unheated space shall be insulated with 1" plastic foam of fiberglass pipe insulation • Tape all joints ❑ Extended piping to water heater shall be 3/4"or larger • Connections between dissimilar metals shall be made with dielectric unions having ground joints,to prevent bi-metallic corrosion • Metal pipe hanger materials to match metal piping • Allow for thermal expansion,support or anchor all piping independently at equipment so that pipe weight and expansion forces are not transmitted to the equipment MECH ANICAL General ❑ Drawings do not show every offset,transition,fitting,etc., required for the complete and working system the contractor is to provide. • Include all items necessary for a complete system. ❑ Provide operating and maintenance manual with catalog cuts of equipment parts, list, start up and shut down sequence and preventive maintenance manual. ❑ Installation in accordance with local codes and the Uniform Mechanical Code. Ventilation ❑ Provide source-specific exhaust fans to meet or exceed minimum requirements in • Kitchen o minimum 100 cfm,0.25 water gauge • Bathrooms,water closet,laundry facility o minimum 50 cfm,0.25 water gauge o Consider: Panasonic#FV-12VQ,110 cfm .1"water gauge&1.0 sone rating • Provide manual and/or programmable timer switches for bathroom fans ❑ Whole-house Ventilation System: • Exhaust fan(s) must be able to provide 0.35 air changes per hour • Provide fresh air intake vents at all habitable rooms, NOT to be placed: o closer than 10'from appliance vent outlet, unless outlet is 3'above inlet o where it will pick up objectionable odors,or flammable vapors o at hazardous or unsanitary location o at room or space having any fuel burning appliances Heating System ❑ Provide heating system(s)to meet local requirements • As located on drawings DIVISION 26: ELECTRICAL Scope ❑ Electrical work shall consist of a complete system • as indicated on the drawings or as required for completion of the work • The entire installation shall be in accordance w the latest rules and regulations of all codes and ordinances affecting the work Service ❑ Provide for 200 amp electric service • Install all facilities for underground service as directed by the utility companies Panel Boards ❑ Provide for 200 amp panel • Main breaker panel shall be circuited according to local requirements Wall Switches ❑ Recommendations • Use silent type Specifications for Plans Page 12 of 13 • where more than one switch occurs near the same location,gang them under one cover plate • F'rovide dimmers to all interior incandescent light fixture and plug switches. Lamps ❑ Recommendations: • Use compact fluorescents where applicable • 130 volt Long-Life type • PAR 20 and PAR 30 for spot or flood lights • Color rendering:warm white or full spectrum Recessed Downlights ❑ At insulated ceilings • Frame modules shall be rated for direct contact with insulation and shall be thermally protected. • Assure that full thickness of ceiling insulation surrounds frame Smoke Detector ❑ Detectors shall be installed per IKG Section 8313. • hard wired with battery backup • centrally located in corridor leading to sleeping rooms • on the ceiling above stairway when sleeping rooms are on an upper level • in each sleeping room • clerestory and ceiling areas 24"above the height of the hallway ceiling • on each floor Zoning for Temperature Control ❑ Comply with code requirements • F'rovide at least one thermostat for the regulation of space temperature for each separate system • Provide readily accessible automatic or manual shutoff switch for each zone or floor Electromagnetic Fields(EMF) ❑ To minimize extremely low frequency electromagnetic fields(EMF)within the living spaces of the house: • Do not place main circuit breaker panel where occupants spend time (bedrooms, kitchen, living room) • Keep high amperage wire runs away from occupants.Avoid large bundles of"home runs" • Large size conductors going to high wattage appliances(elec.furnaces,etc.) should be kept away from bedrooms. • Do not ground any electrical circuits to any plumbing pipes. • All electrical grounds must go back to the main circuit breaker panel ground bus bar. Specifications for Flans rage 13 of 13