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APPROVED BLD PLN RESUB 2 BLD2020-0865+Architectural_Plan+3.24.2021_2.51.50_PM+2109999DIVISION 4: GENERAL REQUIREMENTS PROJECT SHALL CONFORM TO 2015 EDITION OF THE I.R.C. AND ALL CODES LISTED ABOVE OR OF AUTHORITIES HAVING JURISDICTION. DESIGN CRITERIA: (UNLESS NOTED OTHERWISE:) ROOF 40 psf {15DL + 25LL) FLOOR SO psf {10DL + 40LL) EXT. DECKS 60psf (lODL + SOLL) ALL EXISTING DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED ANY DESCREPANCIES SHALL BE REPORTED TO ARCHITECT IMMEDIATELY. 3. DO NOT SCALE DRAWINGS. MANY COMPONENTS AND RELATIONSHIPS ARE DIAGRAMMATIC AND DO NOT YIELD ACCURATE DIMENSIONS. DIVISION 2: EXISTING CONDITIONS 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDDTIONS AND DIMENSIONS PRIORTO CONSTRUCTION. ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES, OMISSIONS OR IRRGULARITIES. DIVISION 3: CONCRETE 1. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH BEARING CAPACITY OF 1,5� PSF MIN. 2. EXTERIOR F00`fINGS SHALL BEAR ON NON ORGANIC UNDISTURBED SOIL, A MINIMUM OF 1'-6" BELOW GRADE. 3. CONCRETE SHALL BE F'c = 25Q0 psf wJ A MINIMUM 5 i/2" SACKS PER CUBIC YARD MIX. 4. REINFORCING STEEL SHALL BE ASTM A-615, GRADE 40 - #4, GRADE b0 - #5 OR LARGER. S. COVER REINFORCING STEEL WITH 1 1/2" OF CONCRETE. 3" WHEN POURED IN DIREGTCONTACT WITH EARTH. 6. VERIFY THAT FOUNDATION VENTS D4 NOT INTERFERE WITH STRUCTURAL HARDWARE OR SYSTEMS. DIVISION 4: MASONRY DNISION 5: METAL. 1. ROOF/1/ALLEY & ROOF/VERTICAL SURFACES SHALL BE FLASHED &COUNTER FLASHED WITH MIN. 26 GA. GALVANIZED. 2. ALL EXPOSED METAL SHALL BE HOT DIPPED GALVANIZED. DNISION 6: WOOD, PLASTICS AND COMPOSITES 1. DEFERRER SUBMITTAL FOR TRUSSES SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL. 2. ALL SCALED TRUSS DRAWINGS SHALL BE REVIEWED BY THE ARCHITECT%ENGINEER OF RECORD PRIOR TO SUBMITTAL TO THE JURISDICTION FOR THEIR REVIEW AND APPROVAL. 3. ALL LUMBER SHALL BE PER WWPA STANDARDS: JOISTS &RAFTERS HF#2 OR BETTER SAWN BEAMS HF#2 OR BETTER GLULAM BEAMS 16f or 24f-V4 per plans MTCROLAM5 1.9E PARALLAMS 2.0E COLUMNS HF#1 OR BETTER 2. TRUSSES SHALL BE DESIGNED BY A LICENSED WASHINGTON STATE ENGINEER. 3. WOOD IN DIRECT CONTACT WITH EARTH OR MASONRY SHALL BE PRESSURE TREATED. 4, EXTERIOR DECKS SHALL BE CONSTRUCTED OF PRESSURE TREATED OR DECAY RESISTANT WOOD. 5. PROVIDE SOLID FIRE BLOCKING AT STUDS OVER 10', ROOF /WALL INTERSECTIONS. 6. ALL NAILING TO BE PER ENGINEER'S NOTES OR PER 2015 I.R.C. 7. ALL STRUCTURAL PANEL COMPONENTS, WITHIN THE CONDITIONED SPACE, SUCH AS PLYWOOD, PARTICLE BOARD, WAFER BOARD AND O.S.B. SHALL BE IDENTIFIED AS "EXPOSURE I" OR "EXTERIOR". 8, HANDRAILS TO BE 1 1/2" TO 2". PLACED i 1/2" FROM WALL & 34"-36" ABOVE TREAD NOSING, RETURN TO WALL. HANDRAILS TO EXTEND i2" BEYOND TOP AND BOTTOM OF STATRTREAD. 9. GUARDRAILS SHALL BE 36" ABOVE FLOOR IN ALL RESIDENTIAL OCCUPANCIES, 10. GUARDRAILS SHALL BE CONSTRUCTED SO THAT A �4" DIA. SPHERE CANNOT PASS THROUGH INTERMEDIATE MEMBER. ii. GLAZING IN GUARDRAILS SHALL BE OF SAFETY GLAZING. :� DETAIL REFERENCE: BUILDING SECTION REFERENCE: INTERIOR ELEVATION REFERENCE: � DETAIL NUMBER D1 SHEETNU e �A SECTION �/ SHEET NUMBER � �'; 1� � ,�,.; DIVISION 7: THERMAL AND MOISTURE PROTECTION 1. HEATED BUILDING ENVELOPES SHALL CONFORM TO THE WSEC. PRESCRIPTIVE METHOD OR BY ENERGY ANALYSIS. 2. FACED BAIT. INSULATION TO BE STAPLED AT FACE. 3. PROVIDE 4 MIL. INTERIOR VAPOR RETARDER OR APPROVED PVA PAINT. 4. PROVIDE EXTERIOR MOISTURE BARRIER MEMBRANE ("fYVEK OR EQ) OVER EXTERIOR SHEETING. 5. EXTEND WIND BAFFLE 12" ABOVE ATTIC INSULATION TO MAINTAIN MINIMUM 1" CLEAR AIR SPACE. 6. INSULATION SHALL NOT BE COMPRESSED. 7. WRAP WATER HEATER TANKS WITH POLY FACED R-16 BAIT. WATER HEATERS SHALL MEET THE REQUIREMENTS AND SHALL BE SO LABELED. 8. PROVIDE R-10 RIGID INSULATION AT BASE OF WATER HEATERS IN UNHEATED SPACES. 9. IN UNHEATED SPACES WRAP CONDITIONING SUPPLY DUCTS WITH R-8 INSULATION, WATER PIPES WITH R-3. 10. INSULATE EXHAUST DUCTS IN UNCONDITIONED SPACES TO R-4. 11. NON -RECIRCULATION HOT AND COLD WATER PIPES LOCATED IN UNCONDITIONED SPACE SHALL BE INSULATED TO R-3 MINIMUM. 12. BUILT UP ROOFING (BUR) SHALL CONFORM TO NRCA ROOFING MANUAL AND THE LATEST EDITIONOF THE IBC. ONISION 8: OPENINGS 1. PROVIDE PERMANENTLY MARKED SAFTY GLAZING AT THE FOLLOWING LOCATIONS: a. IN ANY OPERABLE DOORS, SWINGING OR SLIDING. b. ALL WINDOWS WITH Z4" ARC OF EITHER VERTICAL EDGE OF A CLOSED DOOR c. WHEN THE BOTTOM EDGE OF THE WINDOW IS WITHIN 60" ABOVE THE FLOOR d. AS LISTED SEPARATELY IN NOTES BELOW. _ 2. ALL PENETRATIONS THROUGH FLOORS OR CEILING SHALL BE CAULKED AND SEALED. 3. EGRESS WINDOWS SHALL HAVE A SILL HEIGHT OF NO MORE THAN 44°' ABOVE FINISH FLOOR 4. AN ESCAPE WINDOW IS REQUIRED FROM ALL BASEMENTS WITH HABTTALBE SPACES. 5. OPENINGS FROM A PRIVATE GARAGE AND RESIDENCE SHALL BE 1 1/2" MIN. THICKNESS, SOLID -CORE, WITH SELF CLOSER AND LATCH. HONEYCOMB STEEL DOOR OR 20 MIN. LABELED DOOR MAYBE USED. 6. EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANER AS MAKE THEM WATERPROOF. 7. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM OF THE TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD. 8. GLASS SHOWER AND BATHTUB ENCLOSURE5JHOT TUBJSAUNA w/ BOTTOM EDGE LESS THAN 60" ABOVE FLOOR DRAIN. SAF`TEY GLAZING IN AN INDIVIDUAL FIXEfl OR OPERABLE PANEL, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: a. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 S.F.. b. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ASOVE THE FLOOR. c. EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. d. ONE OR MORE WALKING SURFACES WITHIN 3b INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. 9. ALL ATTICS SHALL HAVE A 22"x30" MIN. ACCESS w/ MINIMUM 30" HEADROOM, ACCESS SHALL HAVE BE INSULATED w/WEATHER STRIPPING. 10. CRAWL SPACE SHALL HAVE A 24"x18" MIN. 11. EGRESS WINDOWS, WHERE REQUIRED, SHALL HAVE A MIN. NET CLEAR OPENING OF 5,7 S.F. ,MIN, NET CLEAR HEIGHT OF 24" AND A NET CLEAR WIDTH OF 20". DMSION 9: FINISHES 1. PROVIDE WALL COVERINGS THAT SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 70" ABOVE DRAIN AT SHOWER OR TUBS WITH SHOWERS. WALL COVERINGS SPECIFIED AT SHOWERS, 2. GARAGE SHALL, BE SEPARATED FROM HABITABLE ROOM ABOVE wJ 5/8" TYPE'X' G.W.B.. GARAGES SHALL BE SEPARATE FROM THE RESIDENCE W/ NOT LE55 THAN i/2" TYPE 'X' G.W,B. APPLIED ON GARAGE SIDE, iYP. ANY SUPPORTING STRUCTURE OF FLOOR J CEILING ASSEMBLY SHALL BE NOT LESS THAN i/2" TYPE'X` GWB 3. 5/8" TYPE 'X' GWB AT ALL ACCESSIBLE SPACES BENEATH STAIRS. •! ' ' INTERNATIONAL RESIDENTIAL CODE: 2415 INTERNATIONAL MECHANICAL CODE; 2Q15 INTERNATIONAL FIRE CODE: 2015 UNIFORMED ALUMBING CODE: 2415 NATIONAL ELECTRICAL CODE; 2014 INASHINGTON STATE ENERGY CODE: 2015 ' • • DATE REVISION NOTES R +'� �� j„ 3 i�, ... } i g _ I _ 4ad .: DIVISION 10: SPECIAL7IE5 1. ALL iaAS BURNING APPLIANCES SHALL HAVE PILOT ILTGHTS AND BURNERS MORE THAN 18" ABOVE FLOOR. 2. WOOD STOVES /FIREPLACES SHALL HAVE TIGHT FITTING DOORS AND FLUE DAMPERS, OUTSIDE COMBUSTION AIR {6") PREFABRICATED FIREPLACE TO BEAR THE STAMP Of AN APPROVED TESTING LAB AND SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND TtiE MANUFACTURES INSTRUCTIONS. DIVISION 22: PLUMBING 1. SHOWERS TO BE LIMITED TO A iJ5 GPM FLOW. 2. TOILETS TO BE LIMITED TO 1.6 GAL PER FLUSH. 3. LAVATORY FAUCETS TO BE LIMITED TO i.0 GPM. 4. WATER HEATER PRESSURE RELIEF VALVES SHALL BE PLUMBED TO EXTERIOR. DIVISION 23: MECHANICAL SEE SHEET A -6.1 FOR FURNACE AND FAN INFORMATION. 1. SOURCE SPECIFIC FANS WHICH VENT TO BUILDING EXTERIOR ARE REQUIRED AS FOLLOWS: BATHS � POWDER ROOMS: SO CFM, V.T.O. LAUNDRY ROOM -WHOLE HOUSE FAN: 105 CFM, V.T.O. KITCHEN RANGE 100 CFM, V.T.O. 2. WHOLE HOUSE FANS MUST PROVIDE A MINIMUMM OF .35 AIR CHANGES PER HOUR (MAXIMUM OF .5 ACN}AND MUST PROVIDE A MIN, OF ISCFM FOR EACH BEDROOM AND AN ADDITIONAL 15CFM FOR OTHERAREAS COMBINED. 3. WHOLE HOUSE FAN MUST BE Cd�NTROLLED BOTH BY AN AUTOMATIC TIMER AND A MANUAL SWITCH. 4, WHOLE HOUSE FANS LOCATED WITHIN 4` OF THE CEILING MUST HAVE A SONE RATING OF 1.5 OR LESS. 5. ALL EXHAUST FANS SHALL HAVE A 7TGHT FITTING BACK DRAFT DAMPER. 6. EACH ROOM SHALL BE PROVIDED WITH FRESH AIR INLET DUCTS WITH A MINIMUM OF 4 SQ. IN. 7. PROVIDE A CIRCULATION AIR SUPPLY OPENING OR DUCT OF 2 SQUARE INCHES PER 1000 BTU FOR FORCED AIR FURNACE. 8.OUTDOOR AIR INLETS SHALL NOT BE PLACED TN THE FOLLOWING LOCATIONS: (A) CLOSER THAN i0 FEET FROM AN APPLIANCE VENT, UNLESS SUCH VENT OUTLET I5 3 FEET ABOVE INLET. (C) A HAZARDOUS OR UNSANITARY LOCATION. (D) A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES. 9. EXHAUST DUCTS SHALL BE A i.ISTED "DUCT" TERMINATE A MIN. OF 36" AWAY FROM ALL OPENINGS HAVE R-4 INSULATION VALUE IN UNCONDITIONED SPACES DIVISION 26: ELECTRICAL 1. ALL ELECTRICAL TO CONFORM TO THE 2014 NATIONAL ELECTRICAL CODE. 2. 110 VOLT SMOKE DETECTORS w/ BATTERY BACKUP & TTERCONNECTED AT THE FOLLOWING LOCATIONS: �. ONE PER FLOOR, INCLUDING BASEMENT b. ONE PER SLEEPING ROOM c. ONE OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. WHERE FUEL BURNING APPLIANCES ARE PROVIDED, CARBON MONOXIDE DETECTORS AND ALARMS SHALL BE INSTALLED OUSIDE EACH SLEEPING AREA �iN THE IMMEDIATE VICINITY OF THE BEDROOMS PER 2015 IRC R3i5 4. ALL ELECTRICAL OUTLETS LOCI�TED IN THE FOLLOWING LOCATIONS SHALL E G.F.I. PROTECTI N: d. BATHROOMS Approved by Fire e. GARAGES f. KITCHENS g. OTHER APPLICABLE UNPROTECTED LOCATIONS SUCH AS EXTERIOR LOCATI SO4/13/2021 AFM fC��ttE�E� '= � • It ! � ' • .. •�- - � ; ` w A � � � � 1 TOTAL HEATED LIVING SPACE ......................... 3,330 S.F.. � .� LOCATION: 8344 OLYMPIC VIEW DR. EDMONDS, WA. 98026 Approved. A residential fire sprinkler system is required. A recommended flow -through design will meet specifications and reduce equipment and continuing maintenance requirements. ECDC19.05.020B2. Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service. .,i �'. �. ARCHITECT: ARCHITECTURAL DESIGN ASSOCIATES, P.S. DAMES THOMAS, ARCHITECT 5128171 STAVE SE SNOHOMISH , WA 98201 PH: (425) 681-7731 • �- � • � � � CLIENT /OWNER: VECTOR ONE . LLC MATT BOLIN P.0 BOX, 13377 , EVERETT WA. 98245 PH: (425) 922-5998 mI)®IIn@usam�q.COm STRUCTURAL ENGINEER : MITCHELL ENGINEERING, INC. 7821 168TH AVE. NE. REDMOND, WA. 9$052 425-747-150Q mitcltellenglneeringlnc.@eomcast.net APPROVED BY PLANNING A � � � .Yl�v� �\�� Apr 01 2021 TO FIELD INSPECTION FOR CODE COMPLIANCE City Of Edmonds Building Department Work NEW SFR Address � ---_--_--_--g344-OLYMPIC_VIEW _DR - Owner WECTOR ONE Approved Date Building Official Permit Number 4/8/2021 '!� ,(�G1�0%i�1 bId2020-0865 TITLE SHEETIDRAWING INDEX A f'l f'�1. IITI�/1T1 119 A A A1.0 NORTH AND SOUTH EXTERIOR ELEVATIONS A1.1 EAST AND WEST EXTERfOR ELEVATIONS A2.0 LOWER FLOOR &GARAGE FLOOR PLAN A2.1 UPPER FLOOR PLAN • rA � .. ��. ., -�• '� c � � �: r • •" �� •�� r A FLASHING AND ROOFING DETAILS TJI FLOOR FRAMING DETAIL SHEET TJI ROOF FRAMING DETAIL SHEET WSEC COMPLIANCE � WINDOW SCHEDULE STRUCTURAL S1 A STRUCTURAL NOTES � DETAILS S1.1 STRUCTURAL DETAILS 51.2 STRUCTURAL DETAILS RESUB CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTM� Q D A A-4.0 C 78'-0" 'B -_ _ _ __ MAXIMUM ALLOWED HEIGHT EL. 305.5 I -------------------------------- ----------------------------------------------------------------- - I I I ' I I I ,. ' TPO ROOFING PER MANUFACTURER'S SPECIFICATIONS I I I I I I --------------- --- TOP PL. OPPL.-------------------------------------------------------- '---------------------- -------------- - -- I-----�I------------------------------------------------------------------------- - - II I I 2'-0" O.H. I �� I �� I I 2'-0" O.H. I /�i ��\ I �� I I � � I � ♦ I I I I I c' � 10- 314° EXPOSURE HARDIEPLANK I , 7" EXPOSURE HARDIEPIANK , m SMOOTH LAP SIDING ' ; t I I I I I I I __ MAIN F R. ; � I I EL. 290.0 MAIN FLR. II ................................... -------------------------------------------- EL, 290.0 E..G. I r - ---------------------------------------------------------------------------------------------- ........................................................................ I I I I — — — _ '-L-'-' - , EL. 285.0 E..G. L__J 1 SOUTH ELEVATION n �\ � �axiA�i i� ni i nuuFn NFir,Nr Fi �n� � 1 I A A-4.0 B � D ,�-0° NORTH ELEVATION 4 TOP PL. 10- 314" EXPOSURE HARDIEPLANK SMOOTH LAP SIDING MAIN FLR. TOP PL. � MIN. 36°HIGH GUARDRAIL PER DETAIL C 1 A-4.1 \ POST AND BEAM PER DETAIL C 1 A-4.1 TYPICAL (2j GARAGE _EL 279.5 X 12" CONC. PLINT@ GARAGE RESUB 3/24/21 CITY OF EDMONDS DEVELOPMENT ©Copyright 202C SERVICES DEPARTMFunuo�w,aswcrnres, 11 12 B 3 4 A-4.o 5 6 - � MAXIMUM ALLOWED HEIGHT EL. 305.5 -� --- -� - TOP PL. `" ----------------- i i i i � � � �� - � I UI' F'L. - �' � ', -- � -- � LANDSCAPE BLOCKWAIL � � a, � 2, 6° @DECK MAX. 4' HT. ------- � 2'-0" O.H. , � 4 � � MIN.38"HIGHGUARDRAII � ---------------� ' � PERDETAlLC1A-4.1 4 -------------------- � , o0 I� 10-3t4"EXPOSUREHARDIEPLANK ------------------------ _ ______________________________- ' 12 � SMOOTH LAP SIDING ; _ - � 1.5 -- ---------------------------------------------- UP ER FLR. EL.290 ' FLR. EL.290 -- ---- --- � --------�--- � '' -'------- ---- ------------UPPER TOPPL. �; �� II '------------------------------------ EL 290,0 E..G. -------------- _ r---------------------------- � I � � 10-314"EXPOSURE HARDIEPLANK � ; o ' " s � - r — — — j ; — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SMOOTH LAP SIDING � � , ; � � �------------- — ------------------------------------------------ � r---------- � � � ' , � �� SIDING STAIN & S � ii i i i r-------------------------------------------------------------- i � ' S N B AM � �--------------------------------------------------------------- T--- PERDETAILCIA-4.1 ' ' LOWER FLR. EL 280 � TYPICAL 4 r--------------------------------------------------------------- ------------- - -�---------- ------------------------------ ------ GARAGE EL 279.5 I I � '--------- EL279-------------------- ------------------------- - -- ---- . ____�= ------------------------------------ ----------------------------------------------r---L--�--T------------------------------------------------------------ EL278— i i EL. 277 � r - -�-' 1-' � -- ----------- ------ EL276 ---------------- --------------------------------- ---------- --- -------------------------------------------- - - -------- --------------------------------------------------------------------------------- EL. 275 -------------------------------------------------------------------------------------------------- --------------------------------------------------- EL. 274 EL. 272 WEST ELEVATION 4"EXPOSURE CEDAR LAP - SIDING STAIN &SEAL ARCHITECTURAL DESIGN ASSOCIATES, PS 5128171st ave SE Snohomish, WA.9$290 425-681-7731 These plans are the copyrighted material of ARCHITECTURAL DESIGN ASSOCIATES, P.S. any plans that do not bear an architect's stamp signed in blue ink are unauthorized copies and may be in 'violation of copyright 'laws. !� W U Z W t!') W 0 �. 'o L =C; cC � � W L_L_J � � W W I— �-- C� C,n Q W W � 11.1 d- U z ,..J N N Q W a� z0 O 00 �c �� o z �- �� W �� W (,� Z 0 0 a DEPT CORREGTION4 2020 VMi.V• 4 23 20�� 2019-05 EAST ELEVATION RESUB 3/24/21 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT n�pY�9� 2020 ARgQ16CR7RN. DE5[GN 76r PS. IA1.1 �V� ASSOCIATES, PS 512$171st ave SE Snohomish, WA.98290 o� � �� '� r, � These plans are the copyrighted material of ARCHITECTURAL DESIGN ASSOCIATES, P.S. any plans that do not bear an architect's stamp signed in blue ink are unauthorized copies and may be in violation of copyright laws. W � z � � N NQ W o_ � a Z 0 !-'1 I� � W O Z �- �� W � �� W �r � V � ,..., u' O � W �' Z o N fl. o a 0 L BLDG. DEPT CORRECTIONS ' 3-6-2021 �. �Zesizo2o RESUB 3/24/21 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C�Copyright 2020 MQQiKiUWLL DFSifaN I.SSOQAtE.S F �� A4.0 .� 78,•0" 18'-4" 10'-0" - I 1 MAX. 4'-0" HIG LANDSCAPE WALL I 1 I 18'-0" 14'-81t2" 3°-3112" + - - _ � . ��' 1"��-------� - 4050 S.HUNG �_____� � f 1 h _ _ _ _ �. ._ i ._........_.-vim..... - - "`! _ _ �. _ - v , {I — —I•�i <- °` � r 3'-11" F 54GFMVTO..._ .' �` 2668 I I � F + C� C�VTO j J � WDR � MASTER BEDROOM ' �� 1 'y�{{ / i �a" P � l� CV I �ltl� 1 + i I 14'-51I2" I I //'� 1 I SD �' CO €; W11 B�T°� s%u � /� 111! " DE5T3 !2" b- + I f 3a80 I i 11 I I, t I ( It I II ® t i ® li ,� �, 068 r' � i�� MASTER BATHRM. � I �, � 2 7 n2os, �.I `; 1 �' '� I S.GLS. DOOR CLOSET I I I , 1 , I a- I-------------____.� M - - - M - � - z N _ - __ M �—, - - 26681' I .- I I I CLOSET ' I I � � � 1 I �� I i �� .______________J PANTRY 1 SHELVES I � CV J � , B I I � + �� .!';' i � � s / l \ N r' / `, 4_. O? � 4) 3070 FOLDING DOOR S.G. I� Hardware and fasteners in contact with � preservative -treated wood shall be of I � hot -dipped zinc galvanized steel, ■ I stainless steel, silicon bronze or copper. I �, � In the absence of manufacturer's recommendations �' a minimum of ASTM A 653 type G185 zinc -coated I galvanized steel, or equivalent, shall be used. I ■ I RC R317.3.1 IBC 2304.10.5.1 ■ � — - — - — - — - — - — - — - — - — - J - - � N T Cv — — _ ._ _ _ 90 SLIDING GLS. DOOR S.G. � `r' =_= = � ' + I —.--- �:�_..� .. _.._._.__I I t�— i � � °- KITCHEN __._.�._1A '�� ~�� I i__ �-, OFFICE 1 SITTING ROOM Q o o ®v �� n -�_ �� =�=�--, �--�==�=, j j � � �- � � � -� �_ �� ..� ( LIVING 1 DINING � + �y.�._fj( -, � �� ram._ ( 3 � S F P I _ _ I ___..� � II { I I 24" DW' ' � - t � 'r I 1 �— � � v o��"t_h/_�+ � c� �0� I � I � ter- ci r.___.__.__...._....__...__.._... ____________________ _ ( 36� REF I '----_—. I ►- __� �._.__.._ __..___.._ C_w____.—.___.��_�._.�_..__.___ _ I � j �� 1 j s � + N cc� � � ` t 11 V INNrS. oNNECT 4'-6112" � 3'-2112" 4°� 1!2" I ._._ �......_. W.� �"_" �� N �, W� BATT. B/U `�" � � 5050 PICT W15026 TRANS 12' X 26 PICT TRANS (4) 3070 FOLDING DOOR S.G. �,,, � � I _ _ _ _ _ _ _ _ _ _ _ _ _ 36" HiGH G� RAIL. _ _ _ _ _ _ I � ------ 36" H. It -3 I MST 4 VV1{30)16d P2-3 P2-3 10°_1" , I DN 16R " (4)MST 3g3 HO PER TION DOWN. 5 i 5.1.1 � - SIN ERS U.O.N P�R 26 / S-1.� F o �vro --- � � 1.5 R 10.75"T � � � . , �' K � ITHRM. 2 � P: I ----- "'' 36" HIGH G. RAIL o °`' } � -4.1 `' � ' "I' 1 � � ` I I POST &BEAM SUPPORT � 36"HIGH DECK RAIL PER � ��. N �� `� � I> i J � DETAIL C 1 A-4.1 � ENTRY BELOW ;�� 18-1112 " 1111 " ' � � Ifli � I� � a' 6'•1" 13'-11" _� � �3 � °- i � � � �-__.— � 2668 � I E i �� a - S® � # 11 VI NECT � `�' �� ' r�� W% BATT. 8/U �� ' � I � I 2�'CLtiSET ,/ �� i I �� ______________� nn I I �,-- �' � CLOSET .' S.G. � � I�Z4 �� r ( C`V t I mot' "j _.1 I I I I ( j 5056 PICT MUL D ABOVE P11� 5°-0 12" i � � o I o ' I I � �.. BEDROOM 3 ; ; , + _ � � _ _ _ - � � crs � I C 210 68 S.G ,DOOR `� POST &BEAM SUPPORT I B%u M TT Wf{{30)16d. P1.4 50 PICT W(5020 TRANS . �I RS U.O.N. �"HIGH DECK WALL M��' 4�1�/,(30�06� MU ED " ,- " 1 PE:R 26 / 5-1.1 �ER 2�6�5-1.1 11.8112" 3-10 8 141i2 4g g 1 11'-3" M�INpER 26�S��1N.1 15'-1" 7'-1" I 22'-2" 15'-61I2" I 3T-81i2" 12'-31t2" I A I + A4.0 1 1 78'-0" ' f I � I U RESUB 3/24/21 CITY OF EDMONDS DEVELOPMENT C �Pnl9� 2020 SERVICES DEPARTME��,i v B A4.1 N 4 v N �-... 4 N N 2 X 8 PT LEDGER WI %" RDN. GALV A BOLTS @ . A B @ 16" O.C. 7"EMBED INTO C � E MASONRY WALL TYP. lg�-0" 18'-0" 19'-3" 40'-9" 19'-4" 10'-0" � A4.0 50'-0" � r-==---_--__- ---�---------�-__-__----__-__--�--__-__--�- __-= 1'-6"X8"GONG. ( I , � 4 X 4 POST W! � FTG.WI (2) #4 BARS - - - - - - J I ' 31 6 X 8 HF#1 PT PB44 BASE NEAR BTM. TYP. r----- I � " TYP. I i�s7./•.l�i: 1..�� 6-0 MAX. TYP. � � � ' I I I ��z I I c� - = I ( II f� p c`av `_" I-- �-- --�- � - -�- -- - -- ,--� � -��-- -- - -- -�- -- I ,I I � x � I I I N 2 X 8 PT LEDGER I I ' 2 I II 2 X 8 PT LEDGER � s i.o � STHD14 W! 30)16tl W12 ROWS" � /" x 3-112" SDS SCREWS STH 14 W130 116d1 I @ 8 Q.C. INTO STUDS D g�-0�� s-1.o g�.0" I ,I W12 �OWS %" x 3-112" SDS SCREWS I SINKER U.O.N. SINKERS U..N.I I " I� Hardware and fasteners in c ntact with ■ preservative -treated wood hall be of I ■ hot -dipped zinc galvanized steel, ■ Istainless steel, silicon bronze or copper. I In the absence of manufacturer's recommendations I� a minimum of ASTM A 653 type G185 zinc -coated ■ galvanized steel, or equivalent, shall be used. I ■ I RC R317.3.1 IBC 2304.10.5.1 ■ Z LTT19 LATERAL RESTRAINT v WI $10d gale. NAILS a & s /" THRU BOLT o THRU RIM EACH END OF DECK SEE DETAIL C 1 A-4.1 - � - @ 8 O.C. INTO STUDS , - � - -------- -- ----------I I - --r-�--------- ---- ---------------- -------------- � ` -- ------ -- � � � T � I r-------------- --------- -- ---,--------------------------- ------------------------------------------------------------------- -- I l I 3 I � i t I I � �� s-1.o I � I � I ' I�L � -� ------------�--------------------------------- ' I�--- --- ----------------- ------ I I � I , I II 5 I � � �, LTT19 LATERAL RESTRAINT I 12'-6112" 11'-3" 1g'-0° I � I �zz Q s-1.o j N WI 810d galy. NAILS I 6 X 6 POST W1 6 X 6 POST WI ( � I =z T I � b- 4 X � POST WI & s /"THRU BOLT I 21 CB BASE GB BASE I ; I -,,�W I� BASE THRU RIM I s-1.1 I �Z�. s � �,.�,� I EACH END OF DECK ( I I� � � s-i.o � o� � � � � � � SEE DETAIL C 1 A-4.1 PER SITE 22 - ' r - - , I ' I � = a � I I I � I= �' � PER SITE I � 4 X 4 POST WI �' I CONDITIONS s-1.1 I PB44 BASE J I I I s-1.o CONDITIONS I I CRAWL SPACE r z3 ' D I E I � I 1 I TYP. I s-1.1 -I �--- � I I I `_ CONT. 8 MIL BLK. VISQUEEN I � 4" CONC. SLAB TYP. FTC. PER I ; I -b4. 6 s-1.o l i � " , I � SCHEDULE BELOW I� s-1.o I � � -��, 11 16 CONT. 6 MIL BLK. VISQUEEN I s-1.1 I � Ol COMP. FREE DRAINING ROCK I I I N 1 " X gg" ppN . I � � SCORE SLAB @ 12' O.C. j ; � � � TIP FO�TIN� I , � I �, 6 I � N 16 WI (2� # 4 NEA BTM I � L, I; I � ; I I g U I � I ci , , I � I A4.1 I I � 4 16 19 20 PER SITE I io I � q, � �B '� � s-1.1 s-1.1 s-1.1 CONDITIONS I ' � , s-1.o � � � I i -J� I � M � N I I � L------ --------�----------------------------- --(- � I - T I ---� CC ---------------------------------------------------------------- - --------------- --- ---------------- - N - - - - I ---------- ------------------ �_ � ( � ` ,? ; r - - � � W130 6d INKERS STHD 14 H LDOWN J sii o � `� a I ------------ I - - 1 i ii I 15 I I I 13 � � (17) 7"X14" I i I t- - rti - - -I � � 5-1.1 l i I 14 I- S-1.1 12 N VENTTYP.) � I � � I; L------------- ; I s-1.o C s-1.1 l i 6X6POSTW/ ( " I CB86 BASE I u I ; _ -- �____�,---- ,'� I A-4.1 6X6POST 1 C I � 11'-5" I 1s I ; r - � �--------- �� I POST &BEAM SUPPORT � CB BA�E y A-4.1 I � TMP' I s-1.1 I ; I ; ; ---------I;;; I 9'-10" 16'-3" R.O. 1'-1 112" POST &BEAM SUPPORT .I. I �,-----------,,, PER SITE I I � I 17 � � CONDITIONS I I CONT. 6 MIL BLK. VISQUE�I� __ I "' I ------ �-�-� J1----------------------- I O! COMP. FREE DRAINING RACK____-_ _r;; 8'-11" 18'-1 U2" 1111 " ------------------------ - - � >-------- -- , I I III I C I , �I III I I i I i r---------1111 I I 18 l i ( i i----------�iii I I � I s-1.1 I � �-_-_---� � I I I I I I I I i r T 10 I I I S-1.0 I n � I I I I� � I � CRAWL SPACE I 4 CONC. SLAB I � I � � � � I � I 1 I I I CONT. 6 MIL BLK. VISQUEEN I� I � �� I� I � s-i.o I I CONT. 6 MIL BLK. VISQUEEN � � 01 COMP. FREE DRAINING ROCK I� ; � I � I _ _ _- J I I� I, I I �� I �- I i I --- ------I-- -- - ' I I I' I 4 CONC. SLAB � 10 4" CONC. SLAB 4 I I I � � � s-i.o O! COMP. FREE DRAINING ROCK -�- � ( � 11'-5" I I � 01 COM .FREE DRAINING RACK - I CONT. 2' PERIMETER a� � =,� ; I� = � R-10 RIGID INSULATIQN l it i ( � I WI T.B. @ HEATED SPA``E I �; � ; � _ I I C � I I;� I I � o I �---- -------------- -- ---------------------- -- -- , � I �; y � I , y � � N UNDERFLOOR VENTILATION ----------- ------- , �� --� � �` �� C CRAWL SPACE AREA 1,298S.F.1150=8.8 S.F WI 3Q 16d SINKERS 2 P1.4 Wes% 30�16d INKIER - � I I I ( ) I I ; I I A-4.1 =1,246 S.I. NET SCREENED VENT AREA REQ'D s-1.o I � I � ; , USE 7" X 14"SCREENED FOUNDATION VENTS NET I OST &BEAM SUPPORT � I ---------- -� , = = = I I �_______ --------------- � EACH (7X14 X.8) 78.45.1. --------------------------------- ----� I I - - - - - - - - - - - - - - - �,iRD�'f4 dW� P � - - - - - - i �-+ 1,246118.4 = 15.9 =16 VENTS REQUIRED 17 PROVIDED TRIP FO TOING W/(30)16d INKERS � ; SHEET NOTES W! 2 # 4 NEA� BTM 6 X 6 POST 1 10 $ � 5'-8" 3'-4" 9" s-i.o s-1.o " ( CB 66 BA� I TYPICAL MUDSILL PT 2 X 6 WI � RND. X 1O"ANCHOR BOLTS @ 24" O.G. TYP. OR 8 -10112 W! GALV. 3" X 3" X%"PLATE WASHERS .WHERE JOISTS ARE HUNG FROM 11'-8112" 3'-10" 4'-9" ; 5'-0112" MUD SILL P.T. 3X RIPPER TO STEM WALL WIDTH WI COUNTERSUNK -------- --- RND. X 10"ANCHOR BOLTS @ 24" O.C. W1 GALV. 3" X 3" X/" 22'-2" 15'-6112" PLATE WASHERS . AT GRID LINES ©& EO USE A.BOLTS @ 18" O.C. 37'-8112" 12'-3112" n 2/j1-2" 15'-G 112" 78'-0" 12'-3112" A4.0 0 28'-0" FOUNDATION PLAN CRAWL SPACE AREA = 1,298 S.F. CAPACITY @ 1,500 nc� CONCRETE FOOTING KEY SOILS A 16" X 16" X 8" DEEP 2,667# B 18" X 18" X 8" DEEP 3,375# C 2'-0" X 2'-0" X 1'-0" DEEP 6,000# D 2'-6"x 2'-6" x 1$" DEEP 9,750# E 3'-0"x 3'-0" x 18" DEEP 13,350# ALL CONC. FTNGS TO USE # BAR @ 8" o.c. EACH WAY 3" FROM F;TM, CITY /24/21 F EDMOND utvcwrroiciv i SERVICES DEPARTMENT 0 N U O 0 0 �- tC) N �_ LTT19 LATERAL RESTRAINT WI 810d gaN. NAILS � & %"THRU BOLT � . THRU RIM EACH END OF DECK Z SEE DETAIL C 1 A-4.1 A B C I I I I I I 78'-0" A 9'-0" 18'-0" 19'-4° D E A A4A � � 40'-9" STHD14 Wl(30)16d SINKER U.O,N. P1.4 P1-4 P1.4 P1.4 ' II � __J_—J___ I J I I ' I - - - - ''Sr' 4 I `� -- -- --� I I I I LJ I I I I I I I , I I I I I I I I I I I I - - - - - - - - � ter - I I I P1-4 � � I I I I I I I � I I I , I L II I I I I I I I I I P1-4 I 1 �,,�" I I 17'-11" 9'-0" 1'-4" I I I - - - - !-I - - - - - I -- - - -' - - - - � f l - - - - - I I I I I I I I I I I I I I I I I I I I I I I I f I I I � I rl I I I I I ( -_- I I I I I II II I ( CRAWL�SPACE I j I I I I I I 6 6 P T W I I I I I 16 X 6 OSTIWI I I I I I I I I I _ _ _ _ _ _ _ � I I _ _ _ _ _ ' I C CA CC AP CONT. 6 I � (. VISQUEEN ' n 1 -6112 ' , 11'-3" 19'-0 - - - - 7 � it - - - - - I I I I I I , I I I I I I I I I I I I I I I I I I I I I I d- II — - - -' `- -- - =' �J---I --T-r - ---�I---}��- - ---��-��--I�--�--��- - - - - -) u - - - _ - - - - - - - I � 22 '5-112" 13-1 "GLB 24f I ' ' 122 ' 5.112"X13.1 "GLB 24f I I ' ' ' ' ' 22 '5-112" 13-1! "GLB 24f ' ' I 3-C GA(tAGE � ao .- I - - - - 'N - - - �' - " �r - � - - - - - SOPAEA ( I I N 1 11 M - � I I I I I I , I I I I I I I , I ' ' ' 1� 0 8 O.H! D00 I I I I I — _ _ _ _ _ � _ _ _ _ - _ I - I I � f � I � _� � I - —9-4-� I I I 12 9 I I I I I I I I I I I I I I I 1 I I I a II �� __ ___ 28 I z� S_�.z — - IT - -� — - - � -N - - - - - - -- --- 5-1.2 5-1.2 I 25 I' I IIII I I I II II -- � I - - - - - j -! - - - - - - I I ; 2X10PT EDG R � - - - ; - �' - - - - - - I I I � I I 12 R WS � a X 3-12" S S SC�EWS I ( I I , � p I I , n I I I I , I I I I I I I I I@ pl O.C. . STWD I I I I I I I � I - - - ' - I - - - - - - 27 X 8 F#2 I REM VED 8' GA GE D OR ' ' I ' 30 6 X 0 HF#1 I — - - - - - i--- - - - - - - - —�-�- - - � I I I P1�4 P2.3 WN. - - - - - - P2-3 I I i i i i � �4 ER � TION 251 S-1.1 � I I I I I I I I I II I (1 } TCC 6 33 H DOWN. MST 48 13) 6d 21 T 6 x HF#2 SE TION — - - - � o �-- - � - - - - - —rl- - - I I I i i i i SINKE � .N. � �� , - - - � ~— ii � � it � I uII If I � tt � I I f 1 1 I I I I I I l l I I X� p� _ , 21 P 6 x 12 FIF#2 I I I I — - - - + � - � O�CAP� �' � - - - - —h- - - � � 27 X 8 HF#2 ��\ � _ �—'� �' - - � - � - TYP.U.O.N. 1�_ — - - - T I - - I � - - - - - I I - - ram. � I � I � � ; `V �- � 16'-3" R.O. 1'-1 112" — - - - + I - - � �- - - - - - —�--I- - - II II I i� --------------------JL_- -_ -------LI----------_----- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ _ _ J - L _ _ _ _ _ �" - - _rl______ _____ _____ ______ u 24 -1.2 N 1 v CV U <`a 0 ti 0 �� ca � � z o s co io \ N Q� N V V v V' LTT19 LATERAL RESTRAINT W1810tl galy. NAILS a" — - - - - - - - - - - - - - - 8'-11" 1$'-1112" 1111 " & /a THRU BOLT � 6 �, 'SPACE � ' _ THRU RIM C EACH END OF DECK � CRA � � — - - - - - - � �--_-_--_- -_--_-_--_� ____ - 6-------_-__--_-__--___-_-_-__-___-_-_-_ `r N � � A-4.1 I I SEE DETAIL C 1 A�4.1 CONT. 6 MI46LK. VIS(�UEEN Is � � POST &BEAM SUPPORT y � -� 21 X 8 HF#2 ■ I ■ — _ _ _ _ x � _ � � r � —z _ _ _ _ _ _ .�- P1.4 preservativ -treated wood shal be f I�----- O Ir----- ------- ---------� �' ■ hot -dipped zinc galvanized s eel, ■ — - - - - � � - m " I stainless ste I, silicon bronze or Manufacturer's cop er. I 2X8PTLEaGER � � _ _ _ _ _ _ _ C In the absence of reco m ndations W12ROWS/X 112 SDSSCREWS ;; A-4�1 � a minimum of AS M A 653 type G18 zin -coated � — - - - @�-�- - � � - - - - - - - � POST& BEAM SUPPORT I galvanized steel, or equivalent, slYa I be used. I ' I I � ' ■ IRC R3117.3.1 IBC 2304.1 � .1 ■ "� N P1.4 _ - - -- P1-4 1� - - - - - - `t N � �, I I I I I I I I �„� I I I I _ _ _ _ _ 27 X 8 HF#2 MST 48 W/t30L1 d 26 PT 6 X 8 HF# 1 P1.4 � �--� �, MST 48 W130)16d ,1 SINKER 1�.0.N. PER 26 r S-1.1 MST 48 WIS(30} 16d 2 X 6 PT DECK JOISTS @16" O.C. GAL.U26 HNGRS SINKER U.O.N. PER 26 / S-1.1 16'-2" 11'-8112" 3'-10" 2'-6" 4'-9" ;i'-0112" 22'-2" 15'-6112" 37'-8112" I I 12'-3112" I I I 78'-0"' I 11.718" TJI OOR JOISTS @ 16" O.C. I I I q I A4.0 B C D � 1 UPPER FLOOR FRAMING PLAN CRAWL SPACE AREA = 1,312 S.F. 1/4�� = i�-o�� 281.0" FLOOR JOISTS SHALL BE 11-7/8" TJI FLOOR JOISTS E B A4.1 RESUB 3/24/21 CITY OF EDMONDS DEVELOPMENT ©Copyright 2020 SERVICES DEPARTMEN,�srEciv"n�o�awassocwhs,ra V O M u s-1 A A A4.o E 14" TJI ROOF RAFTERS @ 24" O.C. TYP. U.O.N. B C 8o'-a" D I 18'-0" � 19'-3" I I 42'-9" ALUM. CONT. 3"VENT STRIP I ALUM. CONT. 3"VENT STRIP WITHIN SOFFIT. VENT THRU ALUM. CONT. 3"VENT STRIP WITHIN SOFFIT. VENT THRU VENT CUT IN PLATE BLOCK WITHIN SOFFIT. VENT THRU I VENT CUT IN PLATE BLOCK SEE SHEET A-6.2 I VENT CUT IN PLATE BLOCK ' SEE SHEET A-6.2 REDUCED OVERHANG 2'-0" 3° SEE SHEET A-6.2 I TO 2'-6" s-1.2 I I I � O 4x8HF#2 O 112"X9" LBM24f I -- - --- -_ ___ ---- -- - - -� -- N N � P1.4 P1 r---- -'--� 1- ---��-----�----�--'__$____�_- 5 4x8HF#2t==I===== �� =====1=====t=�"��1�"=GL$M24I==�==__�_- �� I I I I I I I - I I I - I - I I Ir I - I I -- - - - - I % � 14 LVL � a I� i t I I I I I I I i I I I I I I I I I I I � � � �` ' - � - �J tw --r- -t— - -t'— - 'f - t I t - —1-- - —I- - -t-- - 'T -I �'�- � , I m m I I J 14"LVL P1 P1-4 � � I I I I - _ � _ � - ® , - � - _ � _ � , P 1- 4 I I I I I I I I I II - --��-- -- 3� 4x HF#2 4 4x8 HF#2 i i I I I I I 1 II I It" - - - - - - - - - � - - - - - -�I I I I I I I I I I I I I I I I I I I I I I I 34 b- I ~- ;; 14"TJI TYP. z T � i i I I I I I I I I I I I I I I I I I I I I I II � II r II � a II IL - - - - - - - - - - - - - - II I I o0 II i.i I II I I I I I I I , , , I I I I I I I I I I 30 0 T I I � � i S-1.2 II N I1- - - - - - - - - � - - - - - -II I I I I I I ( 4 �� I II I I I I I I I , I I I I I I I I I I I I I � N II .I � II _ _ _ _ _ _ _ _ _ _ _ - - - I I I I I I I I I � � 2 X10 OOKOUT �. _ I II �_ I I `" ( I I I I I I I I I I , I I I I I I I I I I I '� '� ER TYP. ��L - - - - - - - - - - - - - - - -jl a: II ii I I I I I I �I 1 ' ;; ' ' 2 12 PT L DGER ' ' I I I I I I I I I I I g l I I Ohl - - - - - - � - � - - - - - - -I Wl2 R WS %" DS SCR S I � � I " � I I to I I I 8 O.C. II � I 1� it I I I� I I I i 1 II- - - - - - - - - - - - - - - I II � N II I I �I I I i t� m IL1 - - - - - - - � - ' - aJ �_II 1 I I I I I I I I I I I I I I I I I I I I I �-HCOUSE- FOOTPR11V1` = 2;1�56"SF. o N l i t II o � i n �- II N I - - - - I II r , -- --� - ---- ---- ----- --- �� "' �1 11 5-112"x12"GLBM24f---P2-3=----- 10 x8 F#2------P2.3---------------_-- 9 5-112"x1 112"GLB 24f P2 � -- �% N II — µ �' EGQ 5.50 SDS3 J � ' " � � � � 1 � i HANGER a 2.0 - - � � - - - - - - - - - Z - - - - - - —oJ 32 ALUM. CONT. 3"VENT STRIP I � `�' WITHIN SOFFIT. VENT THRU II � — ;-',- - - - - - - - m - - - - - - a 1 S-1.2 VENT CUT IN PLATE BLOCK �;; � � 1 i z SEE SHEET A-6.2 III II I x I �_ —�- - - - - - - - - - - - - - 1 � a 1 �11 — — — — — — — — — _� — — — — — — II � 1 - - - - - - - -�II - - - - - - 1 � 1 II — ,� q- II I I J a. ' � — "� - - - - - - - - - � - - - - - - 2$ 6 x 8 HF#1 II � z I I � - --- - IL - - - - - - - - ' - - - - - - Ir -- -- - � � o P1-411 P1-4 II 14"TJI TYP. � I ;; I I I I I � i 1 ��\�- � � - - - - _ - - - - - - � �--,�� 21 �x12HF#21 ,�-,� II � . �� T � �1 II � L o __ *� 1 �� I O I W I I I I I I I I I `I �- - - - - - � � � �� _�- f �� 1 " I � 21 6x6 HF#2 � � II N O " � II of I I 14 TJI TYP. ,< 1 it �-- I -- I i � P1� 16 x8 HF#2 P1-4 �\ � � ' Y O 1 II / II 18 4 HF#2'i7 i i G 2��" A-4.1 I- I - I - I - I - II ALUM. CONT. 3"VENT STRIP P1-4 ` ;; ;� WITHIN SOFFIT. VENT THRU 3 � N POST &BEAM VENT CUT IN PLATE BLOCK s-1 2 SUPPORT 2'-0" ALUM. CONT. 3"VENT STRIP 2'-0" SEE SHEET A-6.2 WITHIN SOFFIT. VENT THRU 2 X 12 HF#2 RAFTERS @ 24" O.C. 15'-1" 7'-1" VENT CUT IN PLATE BLOCK SEE SHEET A•6.2 22'-2" 15'� 112" 37'-8112" 12'-31�2" 30'-0" 80�.0" A4.0 � I I I I i I I I I A B C D E v / ALUM. GONT. 3"VENT STRIP WITHIN SOFFIT. VENT THRU VENT GUT IN PLATE BLOCK 14" TJ I ROOF RAFTERS 24" O.C. SEE SHEET A-62 @ P. U.O.N. ,, J � � - -- I I I I I _� _ I � � o IIIIII a 33 I 5-1.2 _ I I I I I I_ _ I I I=1 __ 2 10 LOOKO T � 1 I I I--- - -r-� ER `Q� _ _ I fl _NI_ I jl I I I� I j I �� T � I I I I I I - I _ -- I I 20 6 x8 HF#2 I I � --�-- � - �o�� P1.4 I I I P1.4 ��°�, 2'-6" O.H. TYP. THIS ROOF ;� UPPER ROOF FRAMING PLAN 30 5-1.2 ALUM. CONT. 3"VENT STRIP WITHIN SOFFIT. VENT THRU VENT CUT IN PLATE BLOCK SEE SHEET A-6.2 ROOF VENTILATION o PROVIDED @ EAVE OR CORNICE "�' PROVIDE VENT OPNG'S w/CORROSION- RESISTANT WIRE MESH, MIN 1/8" TO 3J4" MAX OPNG. PROTECT ENTRANCE OF RAIN &SNOW AREA/150 12 BAFFLE INSULATION �, VENTILATED ENCLOSED RAFTER SPACE ROOF AREA PER IRC R806 = 2,934 S.F. / 300 = 9.78 S.F = 1,409 S.I. NET SCREENED VENT AREA REQ'D TYP .VENT CUT AREA @ 11.718" X 21"PLATE BLOCK SEE SHEET A-6.2 VENT AREA PROVIDED EA. BLK. =19.5 S.I. EA. X { 80) =1,560 S.I. PROVIDED THRU VENT CUTS W! CONT. 3"ALUMINUM VENTILATION STRIPS IN HIGH AND LOW ROOF SOFFITS M TRUSS NOTES: { IF USED VS. TJI � SHALL CARRY MANUF. OR ENGINEERS STAMP SHALL BE INSTALLED AND BRACED TO MANUFACTURER SPECIFICATIONS. SHALL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT AND `- ENGINEER'S APPROVAL N SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION MANUFACTURER'S ENGINEERED TRUSS DESIGN DRAWINGS &CALCULATIONS SHALL BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO CONSTRUCTION r--, ROOF CONSTRUCTION: LOW SLOPE ROOF COVERING SHALL BE BE PROVIDED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS ,THE NRCA ROOFING MANUAL AND THE 2015 IRC AND IBC. REFER TO NOTES AND DETAILS ON SHEETS A-6.0 AND A-6.2 BUILT UP ROOFING {BUR )SHALL ADHERE TO ASTM D 4601, ASTM D4897, ASTM D 2178 ASTM D4601 ROOF FRAMING PLAN 1,934 S.F. HEA1 tU KAF I tK AKtA 1/4" = 1'-0" RESUB 3/24/21 CITY OF EDMONDS DEVELOPMENT ©Copyright 2020 SERVICES DEPARTMEN7��"^�-��+�.� LOWER FLR. EL. 280 ------------- ------------------------ EL.279 ----------------------------------------------------- EL. 278 -------------------- -- EL. 277 -------------------- --- ---------------------------- EL. 276 ------------------- -- ------------------------------ EL. 275 -------------------- ------------------------------- EL. 274 ti 0 TYP. WALL SECTION I 1 A-4.1 -'� �'�, i.. 2'-0" I EL. 290.4 MAIN FLR. �•� 2x6 WOOD FRAMED_ WALL wIR-21 BATT INSULATION TYP. EL. 282 12 1.2 MASTER BEDROOM CRAWL SPACE 4 X 4 POSTS PER PLAN W( PC44 CAP AND PC44 BASE A A-4.a B C D E � � 14" TJI ROOF RAFTERS @ 24" O.C. W( R-49 INSULATION 5-112" X 12"GLBM PER PLAN ini NG I DINING 4 X 8 POSTS PER PLAN W( PC44 GAP AND PC44 BASE 11-718" FLR. JSTS. @ 16" O.G. PER FRAMING PLAN- R-38 INSULATION 2x6 WOOD FRAMED/ WALL w(R-21 GATT INSULATION TYP. ----------------------------- EL. 281 ' ------------- ----- ---------------------------------------------------------------------------- ---------------------------�----- ---t- ---------------------------------------------------- EL.279----------------------- 2'-0" O.H. KITCHEN 5-118" X 13-112° GLBM 24f 6 X 6 POSTS W(--/ CC CAP AND CC66 BASE SEE STRUCTURAL SHEETS S-1.0 THRU S-1.2 FOR DETAILS AND NOTES TYP, BUILT-UP LOW SLOPPE ROOFING (BUR) OR TPO ROOFING PER MANUFACTURERS' SPECIFICATIONS TYP. ID GARAGE LIVING 1 DINING 5-1/8" X 13-112° GLBM 24f �-6 X 6 POSTS WI CC66 CAPS AND CC66 BASE �- 4" CONC. SLAB WI 6 MIL V. BARRIER 0(4' COMPACTED FREE DRAINING SUBGRADE 14" TJI ROOF RAFTERS @ 24" O,C. W( R-49 INSULATION 11.7(8"FLR. JSTS. @ 16" O.C. --' PER FRAMING PLAN- R�8 INSULATION %" TYPE'X' GWB BUILDING SECTION A -A ---RAKED TOP PL. -0" O.H.I 2x6 WOOD FRAMED WALL wIR-21 BATT INSULATION TYP. MAIN FLR. ----------------------- TOP PL. ----------- -------------------- -------------------------- EL.281 GARAGE . EL. 279.5 -- EL. 280 ----------- EL. 279 BUILDING SECTION ��SUB 3/24/21 1/4" = i'-o° CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ©Copyright 202C nxanEcniau �«a nssocrnres, TYPICAL ROOF TORCH DOWN/BUILT-UP ROOF SYSTEM -CLASS A INSTALL PER. MFR. SPEC. 15/32" APA RATED SHEATHING PER STRUCTURAL 'ANEL EDGE NAILING 10d 6" o.c. 10" INTERMEDIATE SUPPORTS TJI'S GLIP TO PLATE -PER STRUCTURAL DETAILS R-49 INSULATION -MAINTAIN 1" AIR SPACE EXTEND NIND BAFFLE 12" VERTICALLY ABOVE INSULATION /2" GWB CEILING DAMES HARDIE 3/16" UNVENTED "CEMSOFFIT" FIBER CEMENTBOARD SOFFITT VENT W/ NONCOMBUSTIBLE CORROSION RESISTANT METAL WIRE MESH WITH 1/16"- 1/8" OPENINGS IN SOFFITT VENT STRIP PER ROOF PLAN VENT CUT RIM FOR VENTILATION PER TJI DETAIL &STRUCTURAL 14" TJI RAFTERS -DESIGN BY WASHINGTON STATE LIC. ENGINEER �/ 1-1/4 "X 12" SMOOTH HARDIE FIBER CEMENT FASCIA BOARD ASSEMBLY . SING PER ELEVATIONS -DAMES HARDIE FIBER CEMENT STALL PER MANUFACTURER'S SPECIFICATIONS AND �TERPROOFING RECOMMENDATIONS MOISTURE BARRIER - TYVEK OR EQ 1/2" APA RATED SHEATHING PER STRUCTURAL NAILING PER STRUCTURAL CONSULT STRUCTURAL FOR SHEAR WALL SCHEDULE (2} 2x6 PLATES -LAP SPLICES 48" MIN. 4x8 HF #2 HEADER {UNO) W/ 2" RIGID INSUL. @ INT. 2x6 STUDS @ 16 O.C. - FIREBLOCK IF > 10'-0" 2x6 SILL W/ CONT. CAULK. R-21 INSULATION -VAPOR RETARDER CONSULT STRUCTURAL FOR SHEAR WALL SCHEDULE ICAL FLOOR 3 APA RATED SHEATHING (48/24)-GLUE & NAIL w/ 6" O.C. EDGE & 10" O.C. FIELD JOIST PER PLAN - @ SUPPORTS CONT. RIM JOIST {W/ R-21 INSUL @ 1/2" GWB TYPICAL FOUNDATION P.T. 2x6 SILL PLATE ANCHOR BOLTS: SEE STRUCTURAL SHEETS CONSULT STRUCTURAL SPECS AND DETAILS .AK @SLAB INTERSECTION JDERSLAB VAPOR BARRIER MIL 6 MIL POLY REFER TO STRUCTURAL SHEETS `� _________, �/ 4" DIA. PERF DRAIN IN CLASS II ROCK COVER \`� �/ FOOTINGS ON UNDISTURBED SOIL FOR FOUNDATION DETAILS TYPICAL WALL SECTION @ 2 STORY w/ CONC. SLAB SCALE: 1/2" = 1'-0" 5/$" TYPE "x" GWB. @GARAGE ONLY 2x6 FURR WALL W/ R-15 INSUL., 1/2" AIR GAP, ALL >'S P.T. 5" CONC. SLAB PER STRUC. W/6 MIL. BLAGK POLY O/ 6" COMPACTED BASE r I D . a � 6 TYPICAL FOUNDATION P.T. 2x6 SILL PLATE ANCHOR BOLTS: PER STRUCTURAL ENGINEER SCHEDULE WALL REBAR: PER STRUCTURAL ENGINEER SCHEDULE FOOTINGS ON UNDISTURBED SOIL 4" O PERF DRAIN IN CLASS II ROCK COVER PROVIDE ASPHALTIC WATERPROOFING AT EXTERIOR OF ALL FOUNDATIONS SURROUNDING HABITABLE SPACE. O ° �°d-� �° °° p I -O o° (j°q 00° °�o . oO° ° !O° o � , o ° ° R-10 - 2' PERIMETER � 00%°o�%oa opao ° ° ° 0 0 ° fl�$o ° od cQ o 0 W/THERMAL BREAK � 4„ 8 4„ � I I I I I 16„ I I REFER TO STRUCTURAL SHEETS I I I � FOR FOUNDATION DETAILS PARTIAL WALL SECTION @DAYLIGHT w/ 2x6 STUDS CV M %X6 LTT19 LATERAL RESTRAINT W1810d galy. NAILS & s /� THRU BOLT THRU RIM (1150 LBS TENSION ) 6'-0" MAX. �� 4 X 4 CEDAR POS- ll��I � /fI�:II I I I I I I r----1------1------i I I I I I I I I �/4 X 6 CEDAR TOP RAIL (SET POST @LESS THAN 4 FROM � BUILDING SIDING } 3/4" RND. METAL PDWR. COATED RAIL @LESS THAN 4" CLR. BETWEEN CONNECT TO POST \ W/PREMANUFACT.EXPANSIONS (2} �Z" GALV. THRU BOLTS JSTS. OR BLKS EA. SIDE \ '`� THRU POST 2 X 6 PT DECK JSTS. PER PLAN i CONT. BLK. O/BEAM � / 2 X 10 PT LEDGER `� WI 2 ROWS %" SDS SCREWS @ 8" O.C. Z GALV, FLASH 01 LEDGER PLATE U26 GALV. HANGRS. SCREWS INTO STUDS TYP. � 6 X 12 PT BEAM W/ CB 66 POST CAP (2) 2X6 PT W/ (2) %" GALV. THRU BOLTS W/ WASHERS GALV. U26 HNGR. TO STUDS (2) 6 X 6 DF SELECT POSTS - JSTS. OR BLKS EA. SIDE %4' STEEL PLATES EA. SIDE (2) 3/4" GALV. THRU BOLTS CB 66 POST BASE TO CONC. FOOTING EXTENSION NOTE :POST ATTACHMENTS SHALL BE DESIGNED TO RESIST 50 LBS.PER LIN. FT, 200 LBS CONCENTRATED LOADS DECK AND ENTRY POST (similar) SUPPORT DETAIL �'-0" MAX_ HORIZONTAL ALTERNATE NOTE :POST ATTACHMENTS SHALL BE DESIGNED TO RESIST 50 LBS.PER LIN. FT. 200 LBS CONCENTRATED LOADS PREMANUFACTURED 3/4' RND HOLLOW ALUM. PICKETS W/ PREMANUFACTURED PRESS -FIT CONNECTORS TOP & BTM. CLOSER THAN 4" CLR. BETWEEN. 2 X 4 PT RAILS. J J 's 2' X 4 HARD WOOD TOP RAIL @MIN. 3'-0" ABOVE RISER ATTACH TO POSTS W/ STAINLESS STEEL SCREWS STAINLESS STEEL GABLE RAIL INSTALL SO SPACE BETWEEN CABLES IS LESS THAN 4" TYP. 2' X 4 HARD WOOD TOP RAIL @MIN. 3'-0" ABOVE RISER ATTACH TO POSTS W/ STAINLESS STEEL SCREWS 0 M 7-3/4" RISE ATTACH BASE W/ {3) %4' X 3-1/2" SDS SCREWS METAL POST PLATE WELD TO POST --- INTERIOR STAIR DETAILS 2-1/4" SQ. PWDER GOATED 4" � METAL POSTS +� 6'-0" MAX. 4 X 4 CEDAR POSTS TYP. � / X 6 COMP. SPACED 6 X 6 LATERAL RESTRAINT %2' GALV. THRU BOLTS � INSET ALL HEADS ,��-' CV M 0 0 I I I I I I I r-----1------1------� I I I I I I I I L----------------� -1/2" CONT. 1-1/2 RND. HANDRAIL AT WALL SIDE TYP. SOLID BLKING W/IN WALL @ H.RAIL LOCATION / ATTACH @ 4'-0" O.C. / SEE FLOOR PLANS FOR LOCATIONS J 'S \ \ /2X BLOCKS -DBL. STRINGERS AT FLUSH 10-3/4" �/ MOUNTi D GUARD RAIL POSTS TYP. RUN NOTE :POST ATTACHMENTS SHALL BE DESIGNED TO RESIST 50 LBS.PER LIN. FT. 200LBS CONCENTRATED LOADS ATTACH STRINGER (S) TO FLOOR JST SOLID RIM--- W/ U210 HANGER { U210(2) ) ATTACH STRINGER TO 2 X 4 CONT. PLATE EA.SIDE 16d ATTACH PLATE TO BLK 16d @ 8" o.c. \ RESUB 3/24/21 CITY OF EDMONDS DEVELOPMENTCopyright 2020 SERVICES DEPARTMEN��;,� I 1 i 'M CAULK t1NDER SILL PAN METAL SILL PAN PER MANUFACTURER CAULK iHRESH(k.D $LOPE Sly � SELF ADHERING MEMBRANE UNDER Slu PAN DOWN OVER Slu PLATE AND ONTO CONC. a ° n a 4 .�, d a' a•' o � Q 4Q �. Al .� � � 4� � Q � :��. ��DOOR SILL NTS - ROOFING UNDERLAYMENT OVER DROP EDGE FLASHING ICE SHIELD UP A MINIMUM OF 34° � 29ga. GAL, DRIP sees er Aeutarr_ UNDER FLASH�iG SIDING B.PAPER TYP. ROOF tJVER:I-IANG 7 NTS SHEET MBTAL EDGE FLASHING (Prime Hoch Side Of Htxizomal Flange And Set In Bed Of Bittmtinous Roof Cement On Finished Roof Plies. Stagger Nail To Deck Or Waal Blocking At 3" O.C.) OPTIONAL, POLYMBR MODIFIED SELF ADHERING UNDBRLAYIvIBNT MEMBRANE (Wrap Over Perimeter Edge. If Usetd, Roof t,semtsnt May Be Omitted.} t ��\ • s�'t s �\\ ..; �� .�� r �� ` `\\• a•a . t .. �\�� / SIDINGP�tELEtrATK}N PRMiARY B. PAPER MOISTURE STOP HASH BEHIND FiJ4SHING SELF ADHERING MEMBRANE TAPPED OVERFLANGE INSECT SCREEN AROUND BASF AND TOP � FUE�tiNG c�•i HEAD FLASHING FLASHING SPRAYFOAI;lI � �� ` i . i `-- SIDING PER ELEVATION �--- BUILDING PAPER �-- MOISTURE STOP FLASH BEHjt� GAL. FSA,"tH INSECT SCREEN AROUND BASEAND TOP OF FURR�fG {tYP.j THROUGH WAIL FLASHING MIN. ROOFING �" V �- PRIMARY B• PAPER UNDER MOISTURE STOP FLASH 8 WALL. TO ROOF NTS SURFACED PLASHING PLY FLASHING PUBS (Imvtall Mirritmtna Two (2) Flashing Plies, And Feather Each Ply 3" Minimum.) 3/4"HEMMED DRIP EDGE FABRICATED GUTTER SPACBR,ORFBRRULB AND SP1KB C> �-- CONTii3tJOUS CLEAT {Required BASE SHEBT (Extend ffFace Dimension Ia Otter 5") Down Fascia Behind Gutter A Minimum of I",) OPTIONAL, GUTTER BRACKET {i%mmended EorCold-weather Regions Where Snow And des Are Carmmon Occurances,) Notes: I. Dimensirns shown ar+e reeommended minimums sad era intended to be approximate to a31ow fas reasonable toiornnces due to field conditions. 2. A bitttmea envelope is reeotnmemded with Type i at Typo II aspl�lt, and coal tat BUR membranes. 3. 4" minimum horizontal flanges are reooaamiended If BUR is composed afmore than titres (3} plies, ardor where more than three (3} stripping hires era specified, a 4-6 imch horizontal flange dimension is suggested m arxmmodate sequential feathering application of a!srpping plies. 4. Sea index for gauge or thidcaess guide far ahe� metal #lashing. 5. Set metal on finished roofpfi� and strip-inbefore app&cation of at>rfacing. 6. Top stufactxl flashing ply is recommended to be white or other light reflecdng stttface to minimize heat gain and thermal movement. SKNNG PER ELEV. PRIMARY MOISTUI STOP HASH SEC(?i�ARY MOh STOP FLASH HEAD 1p+lETt MOISTURE STOP INSECT SCREEN � BASE OF FURRIN( HEAD FLASHING iiiElt4 PIECE GAL. FLASHING ORS.A.M. �YOOD DOGR FRA ii � !#•' 1 LAP6"UPWALL.._..Y CAP (Or See Optional Examples Shown Below) HiTUMATOUS ROOF CEMENT OR POLYURETHANB SEALANT (Install At Base Of Penetration.} SURFACED FLASHING PLY (See crate a.} FLASHiN(f PLIES (Install Mininnurt Two (2) Flashing Pees, And Feather Bach Ply 3"Minimum.) FLASHING COLLAR FLANGE (Prime Both Sides Of Horizontar Flanges And Set 1st Bed Of Bituminous Roof Comsat Oa Finished Field Plies.) PIPB PENETRATi0I3 �� v�r)� �� MULTIPLE -PLY POLYMER MODIFIE SECURED TO BITt1MEN ROOFINlir FIELD PLIES SIRUCTURAL FRAMING: BASE SHEET (Mecharically Attach �Y gym) As Rom) Notes: WOOD ROOF DBCK I> Dimensions shown era recommended minimums and ere intended to be approximate fa allow for reasonable toleraat�s due to field condifiona. 2, ilte horizomai flashing flanges are recommended to he a minimium of 3" wide, whit a 6"wide flange being the preferred dimension. 3. Set metal flashing flanges on finished field pliesandstrip-in before surfacing. 4. Sut•&u�d flashing ply is recommended to have white or other light reflecting surface to minimize heat gain and thermal movement. S. NOTE": Ifusing the option of tumimg the soft metal flashing down into the pipe, the possibility exists first the motet may split due to pipe expansion and contraction andlor barTdiugfroof deck settleroent. Check Toes] builttittg codes. 6. Certain components as depicted in these details may not be provided by the roofing conttactar. SEALANT ROLL DOWN DRAWHAND STORM COLLAR �`" APPROXIMATELY (Inject Polytuet3taae 1" INSIDE PIPE Sealamt Betwe� Collar And Pipe. _ ,..�• � Tighten Drawbmtd And Tool Sealant Blttedout Around Pipit.} FLASHING COLLAR (stop short of itghtettiag bard.) OPTION FOR TALLER PIPE *OPTION OF SOFT METAL FLASHING �/ TT.TRNEi;�'T® PIPE SIDING PER ELEV• PRIMARY MOISTURE S LAPPED OVER FLASHH MOISTURE STOP HEAD LINER COUNTER FLASHING OVER T1tIM fNSECT SCREEN BASE OF FURRIN SELF ADHERING MEME BEHIND FIASHINGANI LAPPED OVER ij�NDt?t FLANGE HEAD FLASHING W/ENDDAMS l�T��,+l�cT?,Tt � � i' •�! t SELF -FLASHING ROOF -TOP UNIT HASB FLASHING (Fasten b" O.C. And Wrap Tap Of t'itrb If Posss'ble.) � �� AND .KING SEIFADHERgJG MEMBRANE CAULK VERTICAL FURRING W1t�I0W FRAME Sft11NG PER ELEV. r--MOISTURE STOP FLASH SELF ADHERING MEMBRANEJAMB LINER SPRAY ~~-' INSULATION �INDOW JAMB "' NTS .� BUILDING PAPER LAPS OVER STEP FLASHING SHINGLED STEP FLASHING 9" EXTEND LAST -' �� / COURSE OF STEP .X/ FLASHING 4" STEP FLASHING � CORNER ® r ra s�..+.n+�.rr NTS MIN. $"HIGH. WOOD CURB CANT STRIP {Mechanically Attach Wood Cant -- Preservative BASB FLASHING MBMBRANE Tmated Optional. IiFtiser (Extend To Top OfCurb Cant, Set Cant Over Base � koo�f 6S "�O. e. Extend Sheet In Hot Asphalt Or ''��. 2" MR 2" MIN- Approximately 4" Ivim. Bituminous Roof Cett�t.} Beyond Toe Of Caat.) WOOD ROOF DECK BUILT-UP ROOFING (Extend Field BASE SHEET echam Attach �� Z"Above Cant Strip Or Aa {M � Reruired,) raj 'Feather Field Phes Above Notes: 1. Dimensions shown are recommended minimtaaud and are intended to be approximate and to allow for reasonable toletanees due to field conditions. 2. Connterflashing skirt is recommended whenpre-manufactured flashing flange extends loss than 2" over membrane base #lashing, or when base flashing fasteners are exposed. 1 � EXTERIOR GUTTER FLASHING 14 PIPE PENTRATION 15 WOOD SURE FLASHING NTS NTS NTS PRIMARY B, PAPER MEMBRANE fNG Ililli}i�ll • . SELF ADHERING MEMBRANE MOISTURE STOP JAMB LINER V SIDING FURRING T7i -IT: c �n :,� la f[r��j! TRIM KEEP OPEN CORNER SIDING MOISTURE STOP FLAMING CONT. 12"PASTCORNER ON BOTH SIDES REINFORCING FLASHING -- MINIMUM 30" SQUARE -- 2.5 TO 4 LB. SHEET LEAD, 16 OZ, SOFT COPPER, OR MODIFIED BITI7MEN FLASHING (If Metal, Prime FLASHING, PLIES (htstail Both Sides And Set In Bed {?f Bituminous Roof Cement Minimum Two (2) Flashing On Finished Flies.) Plies, And Feather Each Ply 3" Minimum.) DRAIN STRAINER MULTIPLE -PLY POLYMER MODiFIE BITUMEN ROOFING I�BASE SHEET {Mechanically UNDER DECK CLAMP Attach As Required.) WOOD ROOF DECK CLAMPING RING BOLTS (Tighten rrt- DRAIN BOWL RECEIVER/ Sequence To Evenly Compress Plies And'. BEARING PLATE Flashing To Form Gasket At Drain. Flange-To•Clatnping Ring Itrterface.) DRAIN BOWL Dotes: 1. Dimensioms shown are reoommended minimums and tine intended to be approximate to I allow for reasonable tolerances due to field conditions. 2. Membrane prise, metal flashing, and flashing plies extend ttndet clamping ring. 3. Stumping drains to facilitate moan positive drainage is recomrnendecl. ', 4. Underlying flashing plies am n�ommended to extend 4" and b" beyrmd edge of soft metal flashing sheet. S. As an optional ses1, brio sheet may be set in bituminous roof cem�t st drain bowl flange. ', b. Certain compavemts as depicted in these details may not be provided by Qte roofing conhactor. �• �' • � � . . il3is 16tSft�ttc��it)il i�tdt�IrM ES �ets�rztl ifl fta�#ttre, At4if�1y3 S'�i�C %r #ll� 0`JSftrli��fd ar riri it3i�t1itf23G#R1iEtd`S� irtStSllaft&rrt �iti4�ltriz3S tar Sgi�tflE &trrt~Gtt€3iiS. Fria #o instattaGon: sttrfat�s should be dry and cleaned free of dut or other substances tile# may in#erlttt� vrifh adhesiofl, as weU as the cemovai of any sharp protrusions. Over some substrates such as Q.S.B., Fiber ass faced Gypsum slteathjrtq, concreis artd masonry, primer may bs required to ensure adequate adhesimt of YVaterbjock tWFM) Watsrprool Ffastting Membrane .Test a steal! sample of Ydaterblock (tlffhi}Waterproof Ftastting Membrane oft a� sttflairates prior to appiiea#ion, if adhesion �lttadequats, adhesion may be unproved by priming the suttees svitit an approved SBS madii'red ItEtttmen pfimsr. itdttt*arrit iolat gulch !�lfsd €o tn�sf ASIt t�»{tt. pardfagram to�vrirtgsteps f1.fl,C;tl, � trvracck {t�Fj Ned � �'>t2` restart vVa�b3actc Corrtar 4uards by {k) firmP/ Pressing itdo slit Taro sad �feathing ar t8", or VYaterb�k � ar 46 ma t'�FMI lNatetproofF�nsg ti46tTdNare S',12' ct 3>>". intarses�on. Leave no gaps tsehind Contar Guam. ttoltt in glace and Tasters tvtth {�) roor<og hags � self tapping ftatttaad screws, tttstalt fasteners 4tetouglt jamb stdas ottly or comer guards 1�) Cut excess tartgth otter itttedor stud fees wikh sharp uti3iiy knife. t�knd a99 Cal txeess nth ftsshtnganttrttmum eHatlneertotstudface 9"tFsyondthelamba arNis�harpaHtitykntta a*s� �mtg top edge . ktstaitttu�e�rnetha oraty. ' asn M rostgra a0sa+=n9 '. Fastanerb idraaptr . �: �� tit r><As,.rAa"aw 4 0o nee sdtrore a rasun #cag trodam orlge. t.eave tot>st: wratt�r reststiva trarrtar Ras boon tnstafted and supped uP nndameatR tRa llasRtng hs weathertward fasRtan. iJsir►g §Vaterhtodc 25 ar 40 mi1(WFfh) vsiata�raotFiasit6ty Aembrane , {�) pre-cut neernbrane to length by measurneg diafanC.B between Comer Quard lamb Teases aced su&tract na more ittan ti4 istt3t. {d) Afapt membrane fkssbwith Entet'au stud teas. 3terkstg at otta enQ, pEel release fdm ttatas ana salters bra Length off aria, ) � � 21rs�es overt•las3>ing Nfatarial arx! (htmsr Guerd faces istsi�fed in Step f and Stets 2. {pp Ussag a.hRoKer< ar#s3y Ptasst)re and mfl atttire surrai;e of E. sad "� Pre•wimensbranexai� U�ng s:F•troik , apply teas rib"max. pressure and rah crrt(rc aarrua at itiYFtAI. :81:0 tnsfall s"ntegrai Rar+�i wktdOvr pot r�rutav manufadurers'sostnrtusarrs, SetectyourprelaredwidtRtdvfatet�adr2satMltttR �4'FM}tAtaieer�roafF�sls&agtt4rans, ust�t+y a detornurted ay iha arnaurat otseN•seaAng watwproafrng prater�rt you rro. {d)Pre cvt to te,sgth same as jartibttash� you instaltsd+`nsteP #A. the ifl itrstaitaGon, wfpa windavrRattge as+d n9 ttvds a eSeanrag toetrsure pmperaahesioa. {a) Starting at oneen�. peat back ruse Gkn adfleting into p}aca startiflg #Bah av'#e eta topotnte jamb flashing ana xCwrttarne. Firaaya ds lst� rhto placa'snssng9a r6r�ticm B prevent voA& and tmvaretstiteuw flange.. {C) Using a J-Ra&er, apply pressure area rofl entire surface e>f t�fd}. pra-eW teagrh ) aamaasskpY3 � {k)5�ctoptian tt tRro 6) as ouU�eti on diagram, tan jambdaiafl. {S) Pre�istaiitr0r Waterblasck {Nt'iF) NaR ott Flashing sa Watetaladc 25 or 90 rru7 (WFM) Waterpraof Ftashirsg Atembratte by rna2surtr� Crortr hottQ3tt of sk6 ftdshirogf6 beset of VafrtaoW, Than aaa 8 9f2 ktt3tas, {Ca lnsteit by netting or ' stapHrtg�glambtsheabtite3edgeperdiagram. tiGtt�:n YfarerhkscklYiFP�i,acumavatAtoarkseatete�bm4atrtbvrCrtnrinarocssof6ntdwi+ss;naeta�Na" �, ntsrAll�,t yd": F � rust kaseasteia�rt Seaptr or Heel in PPaas. i CPitOka t l It1 a"`nFlyd.'suda t2) t� t 9 t39 ta"osnlma ,; i i t�) ��# ' i tsi t9�c > ft+t ia"aptian rnsbatR jambs a+u^Ann Ctpttor�& �, �s, ��ri s,; alloxr yaw t®tata hno roil tlpeldtFQ itStflg t'.�" and S$" metarFa�, pratut tengthtar easy Pnstatfatfan � r �.,,� ndlamb to no atotnaporstaptebaitomcdga,ttEA4rEtanSEuMR beneasoFsiN�g a+satRar msisnre ttarrtcr Ras Rees Mataf(ad anal sappsd.ap on RctR lambs uedesnaath ihC ttashine 1n waatRerboard laaRtOtf. {�) Fie -sett v+tatetntodc 25.or 40 mN {H1FM) iRtatetpr4af Flastiutg Membrane to a fengtlt beyontl jarpb iiasltirtgs. iha window R9ad thanga. jamb fl3shingand SheaddaFgt�lha dean rag. Peal i off re�sa tam, {�) Akgrs wRh window frame, Ptessivmty iMa place in a single drrasfiott to prevettt ucit� and cover entire Tread Range. {t.') Using a J-Bolter apply pressure and roA entire stufac:e of {WFMI. F� NlltBtt to 8.5.6. d m t r ad i' fasteners ma ba t+sea d head Q�,oearonarn Roaar�rnaw fi �Y Y ar°".X �� t��fit� "'k �� f,��' �� l �ri ��x � x'r � ti, �� . f � `x �e'� �T=°;, , �, brQLARyvfaOr �14di..ra e'tPIYRSP.,4W 9" bfin t2^ or to"optta"aat twhhwtndaarfreme t a"itra headtkrtge Rott arrtka suHace at (1YFk) try apptyMgprasrxotalMaJ^RvWer Warranty: tntertta6rrnat t3tng Cam►>enenta, Mc, waaartts that Rs produsx'sw�t tser>4am to 8tezptiE>ast+ad �: t>b rxst leave txarhads permanently exposed. as salon as possibta: t30 day ntsxtmum s where usaain app�tions rq+oonRmArxtBd by tnt� � • hro. and esgroswa 4#atarrNoof filash� t4rans rxd to be used fn dir+sCt eoniactwig+ RoxWte P+7GRt+tty1 membranes eorvfdfngtaacosptetlts�t�4jrtd.�aaalintettsattOseAlBuddda90amporterasias6aftatianPca�iyras,.For orgas4cets:§arnesaaEantsmaydrifineaneaeterititttaitnnec>3compouruiormaysoRencompAund.Contest .. ... . ..,... u .... .. _....., •._. ,_.,____._._.�.......�.,._.._..__"__-_..,,._„_.,.,.......o...>.........,,+.»...e...,.b.�.»..a.,w...w.a..,,...,.„,...,.,w,..+a"..er..,,,n,.a.. ,.as,..ew.w,tn,,..a.hm<o.+ WINDOW AND DOOR WATERBLOCK WFM NTS SURFACED FLASHING PLY OPTIONAL, POLYURETHANE (See Note?} SEALANT (Tool Sealant FLASHING PLIES (Install Minimum To Finish.) Twa (2) Flashing Plies, And Feather Each Ply 3" Minitntttn.) FLASHING FLANGE (Prima Both Sides Of Horizontal Flanges Attd Set In Bed Of � � Bituminous Roof Cement On Finished Roofing Plies. Stagger Nail To Deck At � Approx. 3" O.C.) OPTIONAL, POLYMER MODIFIED SELF -ADHERING UNDERLAYMENT MEMBRANE (Wrap Over Perimeter Edge. rf Used, Roof Cement May Be Omitted) MULTIPL&PLY POLYMER MODIFIED Bl'1'[7MEN ROOFING FIELD PLIES WOOD DECK BASE SHEET (Attaoh As Required. jle�g; Turn Down Fascia Par Detail Below.) i. Dimensions shown ate recommended. minimums and are intended to be approximate to allow for reasonable tolaxaceas due m field conditions. 2. Continuous cleats are recommended when flashing face dimension exceeds 3 inches and in areas deemed high wind zone es categorized by local building rode. 3. 4" minimum horizontal flanges are recommended. if modified bittunen roofing is composed of mare tfiaa two (2) plies, andlor whore more than two (2) stagging plies ate specified, a 6 inch horizontal flange dimension is suggested to secomodate saqueutdal feathering appiir�tion of stripping plies, 4. See Appeatiix A for gauge or thickness guide for sheet metal flashing. 5. Set metal on finished roof plies andstrip-in bofore application of surfacing. 6. Raised perimeter edges that can be roofed, base flashed and counterflashe<i with sheet metal ate recommer�tl in lieu of tmbeddal metal flaagrAc. For examples of preferred raised perimeter details, see Deisils MB-4 and MB•7. 7. Surfaced flashing ply is recommondtxl to have white or other light reflecting surface m minimize host gain and dtermal movement. For aggregate-stufacod membranes, extend aggregate coverage to lip of gravel -stop flashing. g. Ceataia components as depicted in these details may not be provided by the roottog contractor. � Q BASE SHEET (Tema Down Vertical Fascia �-` 4" MIN. To Extend Approx, I" Below Outer Edge I/2'" MEN. Of Roof Deck Or VARIES I Wood Blocking. Stagger Nail at (Provide adequate 6" O.C.) distance to feather ® CONTINUOUS CLEAT s�PPing Plies """� OR T?VDIVIDUAL CLIPS beyond nail heads.) �"`~�- �3/4" MIN. HEM EXTERIOR VIEW (Fasten Low And Securely. See Note 2, CT��I+"��®E Min. 3/4" Engagement FLASHING Reoammended.) 17 GRAVEL STOP PERIMETER FLASHING NTS RESUB 3/24/21 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q9� 2020 aasmccnnu. r�ocares, i 1t,Y�� 1 LV�t ViL IlLVtV� ASSOCIATES, PS ' 5128171st eve SE Snahomish, WA.9829t3 These plans are the copyrighted material of ARCHITECTURAL DESIGN ASSOCIATES, P.S. any plans that do not Dear an architect's ' stamp signed in blue Ink are unauthorized copies and may be in violation of copyright IaWS. i� � ».. W [[ �� L./ �}' � � i t"V Q W Z � f © 1 i.f.. r W � � W 00 i W ..t W C.► iL C� C) ' ' t1. �a -- t�, �2,®2D 4 �� LU1U ■� zoi�-os • ,1 �' � l IR � • .:� lit • � 1+ � � '6 � :� MM �+ Load bearing yr braced/shear wait J ®ST QETAI L�7 Plate nail -16d (0.135" x 3Yz") „ above {must stack over watt below} Load bearing or braced/shear welt above , at 12 on -center p ) A 1 i r1'�A/ /� p ! � LJ �'11 a tf`+ 11 ti ®�s�� Plate nail, 16d {0.135" x 3 �") Plate nail, 16d {fl.135 x 3�") � „ t3lockin net: 1�" TJ+' Rim Board, /'i1�1..V rYf1La1,. i-'1 Vi..ti..�7 " aJ d� d at 16" on -center When sheathing thickness exceeds / , 2x stud waif at Fiaor panel nail - g (must stack over wall below when resent at 16' an -center Blockln g panel: trim sheathing tongue at rim board 16" on -center 8d {0.131" x 2�") at 6" on -center 1 a" or 1 z" TimberStrand LSL or o as be ng „ � Web stiffener TJI® "gist. welt above Min. distance from Table A Min. distance cram Tads B 1%" hale maybe cut 1� 3J Rim Board, 1%a" or Plats nail -18d (0.135" x 3Yz") Btocktng panel: anywhere in web out- „ required on both Web stiffeners re aired on 2x4 minimum Web stiffeners 1%s° T,1�' Rim Board �®Nor side of hatched zone 1� TimberStrand®LSL or at 16" on -center* q " TJI®joist sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1Ya"or 1y" TimberStrand®LSL cut or notch fiar+ge. Floor panel Wait - $d (0.131" x 2Yz") at 6" on -canter` boundary Waits, at 63W ONLY or TJi® joist {� , 8d {0.131" x 2Ya") 1Y4' or 1 �" ❑ t°� � ❑ Q `� Rim-tajoist Web Stiffeners required at 4" on -center i TimberStrand� �s„ re ul ed on oth 6" � �• • 6" � � nail each side at A3. W LSL rim board. B1 B1 W q ° Toe nail -1fld 0,131" sides of both joist 6* L1 2 x Dr Di Classty grouped round Lz 2 x Lz dz 6" 6" &� U Toe nail, Toe Wait, ''" ( holes are permitted tf � 1fld (0.131" x 3") 1fld {0.131 x 3") 13�8" TJg Rim Board, When sheathing r „ 12„ • x 3"} at 6" on -center ends at B4W ONLY No tieid cut minimum minimum No treid cur oo not cut � t)O NOT hales in {applies to all holes the group perimeter notes trr holes larger �,,,,� {'rj (A3.1 fA3.1 W only) thickness exceeds /a , Web stiffeners required nil of joists at cut holes in oantiiever taatcned except knockouts) meets requirements far taatched Haan t'/z" to tf? at 6" on -center at 6" on -canter 1Ya" ar 1 Yz" TimberStrand®LSL. trim sheathing tongue min. TJf® rim joist at rim board and 62WIONLY B1 W o supporet reinforcement 2O"o'` round or square holes. zones canto®ver � � � Web stiffener „ Toe nail -10d {0.131 x 3") Tab@ A -End StUpport «} � required on both tNust have 93/a"minimum " Install proper blockin to Blackint anels ma be re aired - at 6 on -center 9 t P Y q sides at Al W ONLY east bearin of ends. Attach * support all panel ed s 82 g2W Blocking Panels may be required with braced(shear with braced/shear walls above ar Minimum distance front ed a of hots to Inside face of nearest end su oft � � Al Al W * A2 A2W * 1 � A3 A3,1 A3,2 A3.3 � wads above or below -see detail 61 CB3 B3W B4 64W ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE R-" rim }oast per A3 detail � � � below --see detail B1 .toter " O TJf " For additional instadatlon specifications see Rim Board Details and Installation in A3W A3.1 �A3.2 A3.3 "For additional installation speaflcations see Rim Board A3,4 A3.4 ak as z' a" a^ 5" 6Yz �^ a�" 1v" 1a" a" a" a" 5^ stz" 7^ s'/a^ 11" 1a" +` Nail through 2x cantilever, woad backer and vvo r-o^ 1'-s^ 2,_0" s,-o« 5,-0« i,,o" 1,-6« z,-s„ 3,-s« a,-s„ Weyerhaeuser lnsfaffa#ion Guide far Floor and Roof Framing, TJ-90fl1. � O `a% � Details and installation in Weyerhaeuser Installation Guide W 1Ya" TJ® Rim Board or 1Ya" or 1Y" Timber5trands Blacking TJt� 'Dist web with 2 rows 10d 4.148" x 3" 1 { ) z40 1 %0" 1'-6^ 2`•6" a'-o" 5' » 1' " z,-o" z,-S„ a'•0» 5,-0» for Fdaar and Roof Framing, TJ-9001. LSL. Nail with 10d (fl.131" x 3")nails, one each at pans! Waits at 6" an -center, clinched. y�„ zao 1'-s'° a'-o" 2'•s" 3-s^ 5'�^ 1'-0" r fl^ s'-o" a'-s^ 5=0^ top and baftom flange. Nall to blacking panel with Use 16d {0.135" x 3Y2"} nails with 3Y" TJia' aso 1'-s^ a'-o" s'-t3" a'-o" s'-o" '.s" z' " s'-s" 5'.0^ :s" connections equivalent to floor panel schedule. }otst flange widths. 5so 1'-s" rs^ a'-s' S'A" 1'-tr* z'-o" s'-o" a:o° 5'-6" s'-0^ 8'-0" length of TJIa joist 8" diameter maximum hole for 117/" - 1 „ � ® tvo 1'-0" 1'-0* �,-s° z, " z, « s, " « 1, " 1` « z, �, z, « ,- " 5, " ,_ « reinforcement and Oiler 16" deep blocking panels; 6" diameter 1/s TJ Rim Beard 1Ya' or 1jz" TlrnberStrand 2to 1'•A" r.s" z'-o^ z'-o° s'-o^ a'-s^ s'-a^ r-o^ r-s^ z=s^ a'-o^ 5' s-6" s'-s" 4'-0" length of 8° diameter maximum hois for 11 %° - block. Use 4°-0" length maximum for blocking panels 8Y2" LSL. Nail with 10d (0.131" x 3") nails, Attach reinforcement to joist �1%" 2�0 1 �" 1'•s^ z'.a° a'•s" a'-o^ s'-s^ s'-s^ 1'-0" z'-o^ r-s" a'-s" 5=s" 5'-s" r-o" 3/a„ reirrEorcement 16" ds2 btackfn " 7 " ® „ one each at top and bottom flange. with one 8d 0,131" x �„) aso 1=s^ z.-o" s,_°^ a,-s" a,.s» s'_o" r-o« 1.•s" z,•s" s,_s" a,-s» s-s„ s..s" ��» 8" diameter maximum hois for P g panels; 6"diameter with 9Yz and 11 / TJI asp or shorter than 12 long. ( 580 1'-6" ,•b" a'- „ a'-0" '-6" 6'-0" a'-0" 2'-6" '-6" 4'-&" 5'-ti" 7,-0,• 7,,,6^ a,,o« an one stile at E2, maximum for blockin Attach reinforcement #o °Dist nail at each tbrner F1 a Ass to Web stiffeners 11l" - 16"deep blocking panels; g panels 9Ya joists. Do not cut flanges. t pp vvo r-0" 1'-tl^ 1'-0" 1'-6^ r-o° '-o° 5'-B" ,-o" ,_o° 1,_s„ 2'-0» s,-s^ a'• „ s,-o^ a'_ " both sides at E3 with one 8d {Q131" x 2�"} untforrnt dzep or shorter than 12 tong. Horizontal blocking y zvo 1'•tr' t :o" r-o^ 1'•6" '-o" x-s" a'�^ s-o^ 1w" 1'-0^ r-o^ r•s* a• " a'•s" �s^ s'-6" Load from above required on both 6" diameter maximum for 1Ys" TJ® Rim Board Zia" or 1�" nail at each comer loaded otsts ta" zao 1'-a" '-o^ '.s^ '-s" r-s" a'-o° r-a° 1'-tl* r-o" z'-o" 3' " a-o" s'-0^ 7:0" 9'-a" sides at E 1 W ONLY blocking panels 9Yz" deep or Do oat cut flanges, panels between each � TimberStrands' LSL. Nafi with joist. Nafi to tap plats with „ only, a6o 1'-a" 1'-0" 1'-6^ r-6^ a'-6^ a'-o" s•s^ a'-0^ 1w• v`-s" z'-s^ a'•o^ s'-a^ s'-s* aw* 9' shorter than 12" long. „ „ A � �, 5so 1'-0" r-0" r-a^ a' -a" a'-s" so^ s'•s^ a'-0^ 1'-6" s'-o^ a'-0° 5'-o" 7'-0" r-s" 9'-U^ 10'-0" �s" f3a not cut flan es, 10d {0.131 x 3) nails,ons 12" length of 3/" connections equivalent fo Wood � 9 1Ys" TJI Rtm Board or 1Ya" or 1Yi' Bach at top and bottom flange. reinforcemerrt an hoar pane! schedule. backer a��stet a,��l 110 1'•A" 1'-0" 1'-0" 1'-D• 1'-0^ 1'-0» r-o" s'-ta* s-o^ 1'-0" 1'-a^ 1'-0° 1'•$^ a'-o° a'-o^ '-s^ y,-s* io'-o" TlmberStrand® LSL. Nail with 10d eg � �i\� d5 zvo 1'-0^ 1'-0^ 1-0^ 1'-0^ 1'-0^ 1'-6^ r-s" a:s^ s'-a^ 1'-0^ 1'-0" 1'-0^ a'-0° a'-o* s' s'-s^ a-0° 11' » Ong Side at E5, 12" fen th Of 3�" `\t� ryC G°a �1U�' 16" 23tt 1•-4" 1,-0'� 1,_9" 1,-Q" 1'„6« 1,-6" 3,_0« a,-0" 7,•A» 1,_9" 1,_0" 1,-p,• 2'-0" 3'-6" 4'-0" '7'-0" 9`-4" 11'_ll« ' {fl,131" x 3"} Waits, one each at Attach reinforcement to both stiles at E6 g a ��2 �\\sy off° 36e 1,-0^ 1,-0° 1,-0„ °-a�. z'-s^ r.s• a'.s« s,-s" s,_o« 1,_0" 1,-0« 1,-s„ 3'-0" 5.-a" s'-s° 9'.0" 1o'-a" 11'-s" (� ° top and bottom flange, joist web with 3 rows Fud depth vertical � reinforcement on one side GOC\ �r J�°�{ • biockin between at E7 both sides at E8 F1 �®t`°� � 5so r-o« r-o« 1,,•a, 1'-0„ z,•s« a'-o„ s'-o° r'�s° 1o,_a« 1,-0^ a,-o« s,-o" a,-s« s,-s„ r-o^ 10°.0" 11'-0^ 1x-o" ' 1fld {0.148" x 3")nails at 6" 9 a" s^ �., s^ va^ vr' 1a%^ 16�^ a" s^ �" 6" 10^ 1x' vat;^ 1s%^ (-tJ Attach reinforcement on -center, clinched. Use 2 each joist 2x4 minimum i>'° j_7 Eg Less than 5" aso 1'-0" 1`-0" 1'-9" r-o^ a'-o" 5'-s" a'-s" 1=0° a, 6,-0" 10,�" 11' ^ 1s,•s" to joist flange with 'L` M rows with 9�" and 11 �„ Less than 5" va" sso 1'-A° 1'-a" 1,-0" z,-o„ a,_s° �'_o'° 1a,-s» 2'-0° 5,�„ s'-s* a'•o° i t'•o" 1r-tt" 1a'-a" squash blocks , ®'" 8d {0.131" x 2Y") nails at 6" a�\� TJI joists. .. O � ' 1Ys" TJI Rim Board or 2-•`�ot� on -center. When reinforcing � Eg Eg i �.--Gets . VNEB STIFFENER ATTACHMENT �„ a6o 1'-0° 1'-0" r-o^ 1'-0" z=o" a'-o" 7'-0^ 10'-0^ 1.-0" 1'-s" s,-o^ a'-s« a'�" 11'-s" 1s'•6° 15'-s,; �'�"� CS Use 2x4 m)nlmum s uash blacks fo 1Ya" ar 1Yz" TimberStrand® LSL. Face grain �p'i- .1-- �" minimum aso 1.-0" 1•-0" 1.-0^ 1'-0" ,-o^ a.-s" a,-s^ 11'-0" 1'-0" s'.s" s-o• �'-o" 1a-s° 1 •ro' ia'-s" 15'-s^ L_._-! q hortzonkal � both sides, stagger nails. E4 p 23/" maximum transfer load around 7'J!® Jots! E1 E1 W Nail with 1fld {fl,131" x 3") E2 E3 � Nat for use with �/ TJf®joist flange widths 1 � Tabl@ B - Int@rm@diet@ Or Cantil@Y@r Support o � nails, one each at top and o � {1Yz" for TJia Nailing: bottom flange, EXTERIOR DECK ATTACHMENT O n #1: 560, 56flD) See table beiaw. Minimum distance from ed a of hole to inside face of nearest intermediate or cantilever su ort 0 A l subfloor TJI+' joist blocking with end �otsT YJ� ROUND BOLE SIZE $QUAKE OR RECTANGULAR HOLE SiZE pp Y � Web stiffener both sides. or=.rrrH �---- Structural exterior sheathing blacks installed at joist -span 2" 3^ a^ 5" 6Yz r' 8/a^ fr' +a" Z° 3" a^ 5" sY" �^ sti^ v1'° 13^ adh@Siva to ell Y See table below. `With paint load from above, and no support Flush bearing plate required. Fiashin locations using 110 r-o^ z'-s" s'-s" a,•s° 7'-s» 1.-s" z.-6" s-s^ s,-s« s'-s^ U Hanger height must ® g COntaCt surface3 'j�' below, install web s8ffener tight to top flange Double TJ4 Joist Filter Black: Hanger Backer Block: Install tight Maximum Ya" overhang two 8d {0.113 x 2y } i Ti ht fit* zto r-o" 2'-s" a'-s" 5'-0° a'-o^ a'-o^ s'-o^ a'-o" 6'-s° r-s" W 9 (gap at bottom flange) gY^ be a minimum of 6D'/o 230 a'-S° 3'-0* a=a" 5'-8" a'-s" 2'-0° 3'-6^ 4'-6^ 6'•G" -6" At#ach per the fable. Clinch to top flange (tight to bottom permitted at beam, Treated 2x nails or of joist depth NaiAng Requtcements aso 3'-tr' a'-0" 5'-s° s'•s" s'-o^ s'-0° a'�^ 5'-s' z'-s^ a=o" Wads when possible. flange with face mount hangers), ledger �bQa� 2yz" screws, Depth Mfnlmum Web ° Clinch nails when possible. ••.; ®\s a�-• typical TJia Joist Series (In,) Stiffen®r 3tze type Numioer tValis s6o a'•s" s'"o^ s'-o" r.s^ 1a'-o^ a'•o^ s'-6" s-s„ a•a^ ems" See fastener '1 v10 1' r-o^ ,, " « a' " * , " 1'-6« ,, « ram« ,- " s, « table below. Maintain 1Y" TJ® Rim Board or Zia" �'� '�.vc�\ End intermediate �� - __--- '��. • „ or 1Yz" TimberStrand� LSL. ti� 110 All b/e" x 25�s'�i' 8d 1v�^ zao 1A^ a' * r-s" 3'-s° 5'-0" s-s" 1a-o" ,�" z,�« �,.s� ��« 8,�^ 9,�" �0,-9„ 2 distance (minimum}from 210 All a/a" x 25/s""} Top meant edge of tadger to fastener. 230 & 360 Ati %" x �s"�» (0.113'" x 2�"} 3 3 seo 1�-s 3'�« a,-�s^ 5'-$s° 7,-�0« a, " �rA^ 3•tr' a'-s" 5'-0^ a-o* 10�6^ 11a'�" 1r•o^ hanger Option #2: Fastener Allowable Loadc� thslhaft 2x strapping Installed ate 1� 110 1�tt" t'-1)" 1�" r-o^ 2'-a" r-s• a,•s« a' " r-0• 1'-0^ 1,-0„ z,�« 5., „ s,-o" s, . 1r_o" 210 7'-0" 1'di" 1•-0„ 1,,,a" 2,,6« 3',U» 5,,$» g,-6• 1,-U„ 1'-t)" r-a" 3'•S" 6,A" 7'-fl" 1U'-a" 13'-fl„ Backer b(oek Ya'" Through bolt joist -span locations using two 560 All 2x4"' (U,135" x 3�") ta^ zao r " 1'- " 1•- „ '-o^ a'-s^ a'-o" '-o" o'-s" ro" 1, » a,-o« �s" �.-s„ 1r-o^ 1s'-s^ Face mount both stiles of web Rim t3oard 3Naterlat �" lag haft Y" Through bolt with Atr S ace hen er 4Yi" screws per joist, typical 9 ®• , 18° 4 4 aso 1'-EY° t'-0" 2'-0" Ls" 5'-6^ s'-a' a'•s^ 12'•6" 1'-0" 2'-0" a' -fa" '-s* 9•-a^ 10'- ^ 1r-o° 1a°-o" with single TJl )Dist 1 '* TJ Rim Board t > 480 695 1 a'` TimberStrand LSL 810 725 615c<' ®ption #3: 560D 20, 2x4csr 16d 5 g ss 1=a" 1'-0" 1'-6" 3'-s" '-6* '-0* 9'-6° 1 " 1°A^ 3'-D« s,-0„ 7'-II^ 1 , " 11'-0" 1 '•s" i5'•o" Web stiffeners required ifi sides of Wtth top mount hangers, backer block required Doty 13z" Timber3trenef LSL 675 725 girsatly applied ceidng 22"a'> (0.135" x 3�") 6 11 v10 r-0" '•o" 1'-a° 1'•0°' '-o^ r•a" '•c" 5' " a'-s* 1=0^ « 1' " t'-a^ 3'-6" a ^ a'-s^ 11'-6" 15' « H1 hanger do not laterally support at NZ H3 24"t3' 6 13 ova 1�0" r-o" 1' 1'-0° 1=a^ 1,-0« s'-s« s�o» 1o,-n« 1,-0" 1,-0• 1,.0„ ,�« a,,s„ 5, „ 10'-0" ir•s" 1s, * „ ®. for downward toads exct3edtng 250 {i>s ar for uplift - (1) Corrosion -resistant fasteners required for wet service appNcatioras. p(i1 W 16" zao 1' 1' " 1' " 'di" 1'-s" r-0" a'-0" 6'-6" 11' * 1'-0^ 1' * '-o" 2'-6" 5'-0" s'-0" 10' ^ t8' " 1s'-6^ least � of 7Jl foist top flange � LA 2 Allowable load determined in accordance wFih ASTM D7672. Whoa speClfied on the layout, Otte of (1) PS1 or PS2 sheathing, face grain vertical condttlons. For Walling requlr'ements see page 5, TJ () � � a6o 1=0" 1,-0" 1'-a^ 1'-0^ 3'-9^ a'•ty' s'�^ 10'-0• 1 '-6^ r-n• 1'-t)^ r-o^ a' -a* r-s" a=6" 13'-a° 1a'-s^ 1�r'-o" r � 3 1y" TJ® Rlm Board is allowed with 'Dist depths <_16" ont . the bracing options abatre is required (2) Construction grade or better 5so 1L4" 1-0" 1-a" 1'-ir' r-s" 3'-0" i'-0" 11=0" 15,-a» 1,-tl° 1,-a" 3'_6„ 6'-6* a'-o" 10`-0" 14=6" 16'-0" 18'-0" 9pt)1, Weyerhatuser Installation Guide for Floo and (i i y Roof Framing, TJ-90t?i. {4) Maximum Y" shimmed air space. 3 Web stiffeners ors atwa re aired for 22" and 24" TJI® 560D Joists a^ 6" 7" s" +o^ 1z^ va'/." v63/," a^ 6" r' s" 10^ 1a" vat" vs'/" BEAM /t ®E�'A�L(� FASTENING of FLOOR PANELS � 1'-0" 1'-4" 1' 3'-0" 6'-t3" 9'-0^ 14'•8" 1'-0" 4'-4" 6'-6" 9`-4" 14`-Fi" 16'-B" 19'-0^ t�/t V Guldetines for Closest t)n-Center Spacin per RpW Fii..I.ER atiC� BA�.ei'�ER i�I.®�'rI'� a�liZEs 18" 560 1'-Q" 1'-0" 1'-4" 2'•�0" 6'-t#" iQ'-0" i5'•8" 1'-0" 8'-t3" 8'-6" 11'fi" i6'-6" 78'•t)" 19'$" `--'� TJl�'(+i(2) RtmBoard 1�" TJleJofsts 11tl 210 23tlor380 360 560 SBOp x0„ 380 1'•0" 1'-t)* 1'-0" 1'-4" '-t)^ 6'-a" 11'-4" 15'-0" 1•-t1„ 1'-6" 4'-a" 7`-4" 1r-6" 16' ^ 19'-0" 2(7'-6" BEARING FOR D®OR BEAM TO BEAM BEARING AT Nail Site 410, 21tl, 360 and 1:a" TJe TlmberStrand®LSL ilmherStrand®LSL Microtlam'a Paradant® 560 1'-0" 1'-0" 1'-0 1'-(3" 1'-6• 5'-6" 11'-6" 15'-6" 1'-{!" 3'-tl^ 6'-J" '-6" 1a'-o" 17'-$' 19, „ 2p••6" or avldsr LNL PSL Depth 9%s"-13te" 14"•16" 9Y"•11'/e" 14"-16" �„.11%" 14°'-18" 18" 2tl'° 11%^ 14"-16" 18"-2tl" 22"•24°' Rectangutarhoies based on measurementoftongest side. BEARING AT WALL OR WINDOW HEADER and zao 58tl Rim Board 1Ya" 1Y" Leave �" of web CONNECTION CONCRETE WALL (minimum) at tap and bottom of hole. DO NOT cut joist tianges. 8d (0,113" x 2y"), as (tl.1a1" x �"} 4" 3" 6" 4" 3° 3" 4" 4" t=tder Block i1y 2x8 2x8 2x8 + �" 2x8 + �" 2x6 + Y" 2x8 + J�^ 2x12 + y2" Two Two Two Four 3/" x 15" + Tabies are based on uniform load tables in durrent design literature. 1Ys" TJs Rim Board or Strap per code if top plats " " , a „ „ " (petal! H2j sheathlrtg sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing 1Y" ar 1 j�2" Timber5trand® is not continuous over 1od {tl.148'°x 3 ),12d {tl,148 x 3Ya t 4't 1 4 t3? 6" 4 3" 3" 5 4' For simple span (5' minimum), uniformly loaded joists used in residen8ai applications, one maximum size round hole may be located „ 2x6 + �" 2x10 + 3/" 2x6 +Y" 2x10 +Yz" at the center of the joist span provided that no other hotel occur in the joist. LSL or blocking for lateral header 16d {0.162 x �) 6" 6" 16"f°ri 6"ts> 6"ts} 6"lei 8"t4) 6" Carttitever Filler 2x6 2x1fl Not „ sheathing sheathing sheathing sheathing Not applicable # ^'A, /► a (,,� C �,,,/ / /� (DetaftE4) 4-O'long 6'-0 lan9 applicable A 1.,Vxr/`1��G i�I�LG� ®1-f�a�g'r+'�1.► �' �� .r�'! � V J support {1) Stagger nails when using 4" an -center spading and maintain 3/" joist and panel edge distance. One row of fasteners is permitted {two at abutting 4'-0' sang 8"-0" long 4'-0* tang 6'-0" tang panel edges) for diaphragms. Fastener spacing for TJI®joists In diaphragm applications cannot be less than shown in table. When fastener spading for Sacker Block t+T Strap per code if top •!• ;• biack#ng is less than spacing shown above, rectangular biodidng must be used in lieu of TJi+jalsis. (betel! F1 B/" ar 3/" s/" or'le" %" ar 1" Net 2x6 2x8 2x12 Two 3/" x 95" '� ,55E T6mberStrand� LSl H@aders and Beams --"� plate is oat continuous (2) For non -diaphragm appications, muiUple rows of fasteners are permitted if the caws are offset at least'/2' and staggered. ®r S2) sheathing 2 x diameter of the aver column {3) With 10d {fl.148" x 1'/2") Halls, spacing can bs reduced to 3" on•center for light gauge steel straps. Ftllsr " 16d {0,135" x 3 s") far eat hale minimum Top mount �• •� {4) Can be reduced to 5" an -center if nail penetration into the narrow edge is no mare than 1y" {to minimize splitting). Nail Site 10d {0.128" x 3 } g ( ) hanger {5) Can be reduced to 4" on -canter if nail eneG•atian into the narrow ed a is no more than 1Ya" {to mfnlmize s rain Baok�' 10d (0.128" x 3") p 9 pt' g)• Y depth A4lowed hole zone • Protect untreated � " " 10 (15 for mulct -family Column Pace mount {6) t;an be reduced to 3Yz on -canter #f nail penetration into the narrow edge Is no more than 1Ya (to minimize splitting). Filter 15 one side 15 each side 25 each skis hen er woad from direct ■Recommended nailing Is 12" on -center in field and 6" on -center along pans) edge. Fastening requirements on engineered drawings supersede Nall 10 (15 for multi -family applications) eadh side g contact with recammendatians listed above. Quant{tytz! 10 {15 for concrete ■ Maximum nail spading far TJia joists is 18" on -center. Backer 15 15 15 r- -_ ____ ________.,_.._ __ mulct-famil t TT''�� O O J-1 t.2 L3 $®e current Weyerhaeuser L4 „ {t)ifnece g a g � op o �._S.1________-_-_______________ ., scary, increase Oiler and ba,.^ksr block he) ht for face mourrt hen ere and maintain Ye" a at t of {{eat; see dataH W. Fier and backer block ■ 14 ga. siaptes may be substituted for 8d {0.113 x 2Yz) nails if minimum penetration of 1 Into tits TJia joist or rim board is achieved. dimensions should accomodate required natllng without spptting, (12^ mtnlmum for backer blacks and 24* mtnlmum for filter blocks). a o 0 0 0 1.55 E iimberStrande LSL literature for framing connectors ■ To minimize splitting, maintain edge distance and row spadng of 2i� x Hai! diameter or �", whichever is greater. (z) cpncn nape when possible• deader or Seam Maximum Round ■ Nalting rows must be offset at toast Y" and staggered. Depth Hote size ■ For recommended nailing and adhesives, see 1N5TALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser tnstatfation Guide far Floor �"-gl+� 3„ • and Roof Framing, TJ-900t. Multip�@-Mernber Connections for Top-[.oaded B@sins -~ Joists must ba latsraiiy supported at g° 11Y"-11'/" 3l" Fastener tnstatfation Requlremsnts � cantilever and end bearings by blocking 14"-16" 45 " � Piece # of Fas#ener rJlf � joist f%OOr fr7tt?%l1g Afotgs E1 pencils, hangers, or direct attachment to G@nt'ral NOt@S see iimustration for gnawed hale zone a rim board or rim joist + P,tbwsd hole zone suitable for headers and beams with Width Plies Typec'a Min. Length #Rows O.C. Spatting Location When fasteners are required on both n®� r@Qu%r® br�dgitlg ®r }"'�" „ t„ sides, stagger fasteners on the second t�►id-sjDan b%OC/Cjng uniform andtar aoncentratsd loads anywhere along the member. + Round hales only BEARING AT 10d Waits 3 12„ side so they fail halfway between + No holes In headers or beams in plank arientatlan. � _----- - `--_- COLUMN 2 12d-16d nails 3Ya" 2c� One side €asteners on the first side. Screws 3%" ar 3Yz" 2 24" �12 Other Trus Joists Headers and Beams ' 14d nails 3" 3c2a 12" Both sides Al Rim board joint MicroAam�' LVL 3 12d-16d nails 3Ya" 2`z' DO NOT bees! cut joist � between joists beyond inside fees of watt, E2 DO MDT otrerhany seat cuts 1.3E Timbsr3trand® and Parallam® PSL �' 1 a/" 331s" or 3)2° Both sides � on beams beyond the inside LSL hole zone hole zone 2 x diameter of the y depth Screws 2 24" Lvad must be applied evenly across 3. �� ofsapporimember: largest hole {mtnlmum) � 5" One aids entire beam width. Otherwise, use i)O NOT cuP, natah or drill Verify column capacity 1 fld Wallet" 3„ 3rn connections far side -loaded beams. holes Jn headers ar beams � and beam bearing Ons side ______ ___ L5 12" • T^�---� except as indicated in length. Ses current 4 12d-16d na8s�3' 3Yd' 2�2> {per ptY) -- d o L_____ ___� a o illustratio»s and tables. Weyerhaeuser Itterature« Screws 5" °r 6 2 24" Both sides Multiple pieces can bs Waited or bolted together to CS o e o 6 3¢" One side L6 form a header or beam of the required size, up #o a TJd°9 rim joist Mtrsaliam+ LVL and Other Tnas Joist® Beams 5" or 6" " Both sides maximum width of 7" ° L3 1Ys" TJ® Rim Board or Paraltam®PSL Header or Beam Ma>dmum Round Screws 2 24 1Y" or 1 Yz" TimberStrantt® LSL. allowed hois zone oeptn Hae size One aids ,� 4 middle Y span 43/" 1" 3Ya" 2 6 3/a" (A21 5�" 134" Y" bans 8" 2 24" - `'�' (1) 10d nails ors fl.128" diameter; 12d-16d nails era 0.148" " fl.162" diameter, screws are SDS, SDW, USP WS, or TrussLOK® L1 d 1.3E TimbsrSirand� LSL aNawed bola zone d 7Ya"_ 20" 2" � C� L U M N D ETAf L S {2) An additional row of nabs is required with depths of 14" or greater. B1 N 1 see Biru>atratJon far �arvsad Baia zone (3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from the rows in the ply below. General NOtes $2 + Attawed hots zone suitable for headers and beams with uniform Toads only. BEAM O • Round holes Doty COLUMN CAP NAILING AT BEARING (FL40Rj � i- L5 B3 • Na bolas in cantilevers. Z 7Jt� Joist to Bearing Plate Squash Blocks to TJI Joist w ° + Na holes in headers or beams in plank orlerttation. � ® {Load bearing welt above) �� , 1Ys" TJ Rim Board or Joist may be shifted up to 3" if Ilse B1 ot" 62 at p 1�" or 1 �" TimberStrancf LSL. One 1fld {fl.12$" x 3") p nail into each flans floor pane9 edge is supported o � Intet'rt>Fedlate bearings � *, one 8d (0.113" x 2�"} g and span rating is not exceeded. nail each side. Drive t)a not cut joist flanges, with load bearing Or Joists are unstable unfit braced IateraAy Waits at an an eat braCedlshear wall P1 least 1Yz" fro end. Plumbing Drop • sioaang 8raci s� a ningudes:stn,t Lines End of joists-r-^°'� from abOVB •Han ors • at csntedine , 9 Wm Board ®Rim Joist 3�" minimum 1 O „®-. ""~� COLUMN BASE 1 f"minimum end bearing intermediate bearing Also see dale!! 82 of support ,rr ._._ single-family applications 5Ya"may be required � for maximum H1 Shear transfer: Connections equivalent capacity O % � i r to floor panel nailing schedule o r r'•• � Rim to TJl®Joist + >� D®MOT walk on jofsts DO Nl3T walk on joists DO Nt)T slack buNding W '��`"• ` ° ••`•� •��'�� 1Y" TJ® Rim Board, o ; ' unto braced, that are lying Oaf. maieriais on unsheathed I- "•i: �':'':�'°,'•�'= �: '` TJIe 56t) rim 'Dist: Tos •• o Q �` •'�''«'':''"�: -•�•^`' 1Ya" or 1 Y" TimbsrStranda LSL. , Additional joist is required if ' � INJURYMAY RE'SI1t-T. joists. Stack only over p or TJ1� 114 rim joist: nail with 10d {fl.128" x 3"} p pported L4 � o a ,� �' WARNING NOTFS: beams ar wafis. floor anal edge is unsu P2 One 10d (0.131" x 3") nail into nabs, ens seach side of ® or tf span rating is exceeded, •+' � • ,' a �» ® ''"- --""� EXtet"IAr Deck >'- TJI iotst flange TJt 560 .:: �'< ••• • :• .. ; , LA ®O NDT ale sawn Lack of proper bracing during construction can result to serious m each flange ••• . , o Attacherient /umberfarr%rn floor joist .•. '• .:• ..: .;' � :; � , accidents. Observe the following guidetinss: � � � Q Q TJt� 210, 23t1, and 36t1 rim joist: . • a' ; ' Structural ,board or black%ny, 1, Aii block( hangers, dm boards and rim Diets at the end su '� INSTALLATION TIPS o ng, j pparfs of the TJia joists must be completely installed and properly nailed, W One 16d (0.135" x 3y") Wait into • ,.�. •' � sheathing as it ma shrink 2. Laterial strength, Ake braced end welt ar an existing deck, must be established at the ends of the ba This can also be iY ELEVATED o y y COLUMN BASE � each flange. ° Subfloor adhesive wit) improve floor performance, but o alter installation. aodomplished by a temporary ar perrnanent deck {sheathing) fastened to the first 4 feet of Joists at the end of the bay. 1%a" minimum bearing Wikh depths > 16", use TJia 360 rim joist. may oat be required. a Use only 3. Safety bracing a# 1x4 (minimum) must be Walled to a braced end wail ar sheathed area (as in note 2) and to each joist. Top View o Without This brading, buckling sideways or rallaver is highly probable under fight construction toads - such as a worker or locate rim beard Joint betweenJaists. Safety bracing {1x4 any%neared/amber. p y p �R�JECT #'', 20� 9 05 •Squash blacks and blocking panels carry stacked Protect untreated wood o mtnlmum) at 8° on -center {B° one Layer of unnaited sheathing. u BEAM ATTAGHMENT at BEARING verdeat toads (details B1 and B2). Packing out the web from direct contact with Ses ALLOWABLE orncenter for TJia' 11Gt joists) and 4. sheathing must be com late! attached to each TJI® Joist before aaditlonai leads can bs laded on the system. •� 5. Ends of cantilevers re ulre safe bracin on both the top and bottom flanges. Of a TJi® joist {w(th web stiffeners) is not a substitute canerete 1j'z" knockouts o N3 HOLES extended to a braced end waft. 6. The flanges must remain sUaight within 12" from teas alignment. �:.,::. »• . ..... 1Ys" TJa Rim Board or for squash blocks ar blocking panels. at approximately - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - • - •-F•esten at each jots! with � � i�v� C E #: "j `' ! •'��'"` �" 1�" or 1 Yz" TimbsrStrand� LSL. 12" on -center �� " Warning: priding, sawing, sanding or machining wood products generates wood dust. The paint andtar coating on this '':.�' �«�•;',„,,;;;� � � I n eta I I e r m a n of a ctu�l�' (�`713 x � )naffs minimum roduat ma contain titanium dioxide. Wood dust and titanium dioxide are substances known to the stets of California When joists are doubled at Wan -load bearing parallel p � {see WARNING). p y partitions, space joists apart the width of the wail for Bearing pints to be to cause cancer. Far more lnfarmation on Pr sition 65, visit .comiinforrn, Optional plumbingari-CVAC. �" TM flush withinsldeface � specifications. Have all P3 Wan -shrink Drive naNs at an Sse framing plan {if applicable} or SUSTAINABLE �� G' 1 1 grout of wall or beam ;manufacturer iNl�,� � �7 V Ons 10d {fl.128" x 3") nail each angle to minimize Weyerhaeuser lnstadlation Guide for Ftoar • Addtiional joist at plumbing drop (ass detail). Weyerhaeuser, Microliam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered tradema side of member at bearing, splitting of plats and Roof Frarrring, TJ-9000. For minimum (�,�s �r CettNfed Stwroing Weyerhaeuser NR, ©2014 Weyerhaeuser NR Company. Ali rights reserved. 1�" minimum from end end and intermediate bearing lengths. � ;documentation o n site . � �� • _,.,.......,.......,.,.....,.,.......,.......,.r vwwsnprouaam. October2t17 Reord This sheet is intended as a supplement to the Weyerhaeuser lnsfaliafion Guide for Floor and Raof Framing, TJ-9001, and the Laeep C�epth Trus Joist TJl Joist Insta//sti®n Gu/da, TJ®9QQ6, which should be referenced for additional informat6on" ��DE � LOPMONDS SERVICES DEPARTMENT Shear blacking - 1Y" TJI Rim Beard, 1y"or 1y2" TimberStrand® LSL or TJI R1 R1W Two rows $d {0.113" x 2Ya"} nails at 8" on -canter Filler R10 R10W �o 4:� .. '. � General Notes Unless otherwise noted, all details are valid to a maximum slope of 12;12. Jals#s >16" have a maximum slope of 3;12. Web stiffeners are required wfth all 22" and 24" Joists and when the skies of the hanger do not latteraNy support at least %s" of the TJi�' Joist top flange. Also see framing plan. Web Stiffener required on both sides at R1W ONLY 3eveled bearing plate V-cut shear bloetcing - 1Ya"ar 1�" TimberStrand' LSL rim board Web Stffener required on both sides at R3W ONLY able slope seat ieeior Y adjacent span maximum required when slope exceeds ia:12 R3 R3W ■ span maximum I n s to I I e r manufacturers p ■ s ecifications. Have all p 1 manufacturer documentation on site. ■ 2x4 one side. Use 2x4 both LSTA18 (Simpson Strong -Ties or USP sides if Joist spacing is Structural Connectors®) strap with greater than 24" on -center. twelve 10d (0.148" x 1Y2") nails ��Y° �� Additional! blocking b i df Beveled 2x4 block. Second beveled web s#iffener required an opposite side at R10W only. Beveled bearing plate requ{red when steps exceeds Ya:12 RooF FRAMING DETAILS Ridge Connection TimberStrand LSL or Toenail with four 16d (0.131" x 3ya"} Waits Micral[am� LVL ridge�rd each side, or four 16d (©,131" x 3Ya") nails ,� through ridge into rafter TimberStrand LSL rafter tV Additional connections may be required to resist wind forces in high wind zones Minimurrt Ridge Board Depth Rafter Size Rafter Pitch 4:12 to $:12 10:12 to 11:12 12:12 Ridge Board Sizes 2x6 2x8 2x10 2x1t� 2x8 2x10 2x12 2x12 2x1t} 14" 14" 14" 2x12 14" 16" 16° Neel Connection (Lapj 3" Maximum rafter seat cut overhang . 22 TimberStrande LSL rafter Sheatting or other taterai bracing as required ls/ �" TimberStrand® LSL Attach blocking to raft®r with calnng joist two 16d (0.131" x 3�/a") nails 16d (Q.131" x 3Ya") nails Lateral blocking per code or for heel/lap wnnection * R14 R14W Attach blocking to rafter with two 16d (0.131" x 3Ya") nails may a raga re or shear Transfer Strap nails: ' Leave 2a/" minimum end distance Double beveled bearing plate when slope exceeds Ya:12 Web Stiffener required on bath sides at #214W ONLY Heel Connection {Piatformj Lateral blocking per ""'`{ cads or for taterai wind requirements A23 or A3 clips each side. (Addresses lateral load only, not intended #or wind uplift.) 3" maximum rafter seat cut overhang Attach piste to rim with 16d (0.131" x 3%a") nails at 12" on -center *Angle Clips Hanger Clip Nailing Top Plate Rafter/Ceiling Joist Type Simpson Strong Ties A23 10d x 1Y2" 10d x 1y2" USP Structural Connectars�' A3 10d x 1Y2' 10d x 1Y2" Beveled web stiffeners required an both sides. Cut to match roof slaps. Blydsmou#h cut must not TJf® joist flange overhang inside must bear fully an } face of plate. piste. i �"� \2x4 block far safflt supper# R5 BlR®3MOUTH CUT allowed at low end of joist only LSTA24 {Simpson Strong -Tie or USP Structural Connectors) strap wifh twelve 10d {0.148 x 1y2'} nails required at H55 w#th slopes greater than 3:12 Additional blocking inlay be required for shear #ransfer. Strap, Halve: Leave Zs/" minimum end dls#ante Variable slope joist hanger. Beveled web stiffener required each side. H5 H5 S H5S is allowed anly with joist depths <_ 16" Timber5trande LSL rafter Sheathing or other taterai /bracing as required �� TtmtaerStranda' LSL ceiling joist 2x TimberStrand® LSL plate (connection design may be required, contact your Weyerhaeuser representative) Rafter Connection far thrust: * For lap connection nail quantity requirements, see Rafter Span and Heel Connection Tables in Weyerhaeuser Roof System D®sign Guide, TJ 9®A5. - If fewer than 8 nails are required, use only one A23 or A3 clip, each side. - if 8-15 Waits required, use Two A23 or A3 clips, each skis. 24 Filler block: Attach per the table below. Clinch Waits when possible. INTERMEDIATE SEARING Blocking! panels or shear blocking maybe specified far joist stability at intermediate supports Web stiffeners Twist strap and backer block required at required an both R7S with slopes greater than 3:12. See sides at R7W ONLY Nailing Requirements at Bearing in Weyerhaeuser Insfatlation Guide for Floor and Roof Framing, TJ-9001. Beveled bearing plate required when R7 R7 R7 slope exceeds Ya:12 R75 is allowed only with joist depths :;15" backer blook: Instal! tight to boriom Range {tight to top flange with lop mount hangers). Attach per table below. '. LSTA18 s#rap nails at H6S with slopes greater #hen 3:12 Strap nails: Leave 2%s" minimum end distance Variable stops joist hanger, Beveled web stiffeners required on both sides. TJI® Depth, D TJI' Flange Width Block Type Nail Size Quantify gJ2" <l'}516" less than 3y2' 1=Uler 10d{fl.128" x 3") 10 Backer 10d{0.128" x 3") 10 3y „ Filler 16d(0.135" x 3Yz'} 10 -each side Backer 10d(0.128" x 3"} 14 16°' <Ds 20" less than 3Yi' Filler 10d(0.128" x 3"} 15 Backer 10d(0.128" x 3") 15 3Y„ Filler 16d{0.135" x 3Yi") 15 -each side Backer 10d(fl.128" x 3" 15 20" <DS 24" 3Y2 Filler 16d{0.136" x 3Yz'") 25 -each side Backer 10d(0.128" x 3"} 15 Hti515 allowed only with joist depths 5,16'° Hti H6 For tiller and backer block sizes see Weyerhaeuser TJIe S Jois# Specffier's Guide, TJ-4000 i> ., - �- , 1x_ or 2x ceiling joists lateral bracino at 48" ed HlpNaiiey Law End Hip member or valley beam Hip/valley depth (d} Depth of hip/vaNey at seat cut (y). -� ,See table below 2 #lines joist spacing, minimum :oral sheathing are Two caws 8d--,-.,, {0.113" x 2Yz"} nails at 8" on -center 2x4 one side. Use 2x4 both sides if joist spacing Is greater than 24" on -center. � w' Bev®led 2x4 block with beveled web stiffener on ��`,�� opposite side of web R$ BlRDSMOUTH CUT allowed at law end of joist only SHEAR SLOGt<ING and VENTILATION HOLES {Roof t3nlyj �� Fletd trim to match joist depth at outer edge +/s of waA or locate on wall to match joist depth, � Y Use 1;/�' TJI' Rim Board with depths �. 96". Allowed hole zane Y I Ya Maximum allowable V-oaf For TJI® joists wfth slopes of 10:12 to 12:12, the vertical depth of shear blacking at bearing will require 1�°' TJ® Rim Board or 1Ya" or cog 1Yz" TimberStrand® LSL That is one size deeper than the TJt® Joist, DO NOT use 1Ys" TJ® Rlm Board with 18°'-24" TJt®' joists or in vertilaflon -hale applications. HlpNalley In#ermedlate Support Connect rafter to hip with five 16d (t).131" x 3Ya") Waifs. Canned rafter to valley wi#h 16d (Q.131" x �") nails per table below. Four 16d (0.131" x 3t/a'") nails a#each end of strap/cleat Toenail hip/valley #o Hip member ar past with three vaiiey beam 16d (Q.131" x 3Ya") nails per side eloped bearing surface Attach post to bearing welt or beam with three 16d (D.131" x Beam or ceiling joist 3Ya") nail's per side sized to support past Rafter • To • Valfev Connection Rafter 4n-Cen#er Spacing Rafter San p Roof Snow Load 30 LL + 15 DL 5t3 LL + 15 DL 80 LL + 15 DL Number of 16d (0.131" x 3 Ya") nails required 18„ 6' S 5 5 12' S 6 8 18' 6 f3 12 24' 8 12 * 24" 6' S 5 7 12' 6 8 11 18' 9 13 * 24° 12 R *'Contact your Weyerhaeuser representative 28 far additional connection informatian. VaDey -to- H#p connection Sloped hanger (slaped/skewed if roof pitches are unequal).!" Hip member Double joist may be required when L exceeds joist spacing End waPl F21C3 L Blocking as required 2x overhang. Notch around TJf® joist top flange. 2x4 one side. Use 2x6 if Jaist spacing is greater than �A�Jd` 24" an -center. �� 10d (0.128" x 3") nails at 8" on -center Beveled 2x4 bock ��^�"°� `d' '�" �Bevefed web stiffeners on both sides Rg BIRQSMpUTH CUT allowed of low end of jaist only General N�ti+s • Unless otherwise noted, all de#ails are valid to a maximum slope of 12112. • Web stiffeners are required if the sides of the hanger do not laterally support at feast 3/s" of the Tll®joist top flange. i11� Deis# Nailing Reau6relnen#s a# �earrn� Beveled web stiffener each Side of TJI' joist web TJf*' joist flange must bear fully on plate. Blydsmouth cut must not overhang inside face of plate. gC BiRDSMotlTH CUT allowed at low end of joist only T!t®joist to Bearing Plate End Bearing intermediate Bearing t13/a" minimum hearing required) (3�h" minimum bearing required) 8d {0.113" x 21/z'7 nail, s�` ��M one each side, 11/z" M' minimum from end �fY�3F ,,Y.� Slopes 3/12 or less: One 8d (0.113" x 2ih") nail oach side. See detail R7. Slopes greater than 3112: Two 8d (0.113" x 2r/z") nails each side, plus a twist strap and backer block. See detail R7S. When slope exceeds 7/a"per foot a beveled bearfng plate, variable slope seat connector, or birdsmouth out !at low end of joist only) Is repaired far lateral wind requirements Toenail ceiling joist to top piste � p Toenail rafter to top plate with with two 1&d (4.131" x 3Y4'°) nails �% iilpRlatley Depth Contact your Weyerhaeuser representative for sizing of a hip �1 °� three 1 lid (0.131" x 3Ya"} nails � TimberStrand LSL rafter *For heeUiap connection nailing see Rafter Span and Heel Connection Safety bracing (lx4 minimum) placed at 8' on•center (8' on -center for Tti® Ito joists) and extended to a braoed end wail Fasten at each joist wish two 8d (8.113" x 2"/2")nails minimum. `� Joists mus# be laterally supported at cantilever and end bearings by shear blocking, hangers, or direc# attachment to a rim board or rim joist See Allowable Holes on page i 1 Blacking to Bearing Plate Hlp/RldgeNalleyt Post ®@tail TimberStrand® LSL or Microllam�' LVL ridge board Notch TimberStrand LSL hip/valley to sit on post (minimum of 75% of original member depth must remain). Toenail hip to ridge wi#h five 16d (t).131" x 3%a") nails. or bearing wal! Attach hip/valtey member to plate with three 16d (Q.131" x 3Ya"} nails er side Connect rafter #o-'C vaiiey using 16d (t).131"x 3'/«`} Waits{2> Ridge board. Toenail ridge -to-hip with four 16d {0.131" x 3Ya") Halls �,}(/ Walley beam, Connect to hip j� member with sloped hanger. 1�/n" TimberStrand® LSL or ii.evei®ti/a" rim board: Toenail with lOd (0.128" x 3") nails at 6" on -center or l6d (0.135" x 31/2") nails at 12" on -center Tll®joist blocking: IDd (0.128" x 3") nails at 6" on -tooter Shear transfer nailing: Use connections equivalent to sheathing nail schedule orwvaltey with a point load. r"> See Framing Connectors in Weyerhaeuser Roof System Guide, R TJ-9Q05 for hanger capacities. Warning: Drilling, sawing, sanding or machining wood products generates woad dust. The paint andlor coating an this 21 Tables in We erhaeuser Roof S stem tDesi n Guide, TJ-9005. 23 Hi member or valve beam 25 cat�viatie percentage ag yrd X �o0 28 tz) product may contain titanium diaxlde. Wood dust and titanium dioxide are substances known to the state of Callfarnia Y y 9 p Y See Rafter -ta-Valley Connection table in Detai! R26 above. to cause cancer. Far mare infarmatian on Pra psitlon 65, visit .comlinform, � ri�d�f►7 U B INiTiATIVE A Weyerhaeuser, fVNcrollam, Paraltam, TimberStrand, TJI, TJ, and Trus Joist are registered trade Weyerhaeuser NR. ©2014 Weyerhaeuser NR Company. Ali rights reserved. Gertifisd Sauteing �� October 2017 ReorC�T'u��4 This sheet is intended as a supplement to the Weyerhaeuser Insta//alien Guido for F/oor and hoofFrain�, TJ-9001, Roof Systorre ®e�si�n Guide, T�9005, and the Deep Depth Trus .loistC� T,7IQ Joist Installation Guide , TJ-9006, which should be referenced for addetional information CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Minimum Percents a of Orl that iii Nalle de th Re aired Member T e Ttmber8trend®LSL Microtlam� LVL NI Member 30% 50°/0 Valve Beam 60°!0 90% PROJECT #: ^01 �7'U� SERVICE #: �015 WSE� SIMPLE HEATING SYSTEM SIZING TABLE iV1150�.343{1� CON'TlNUOLtS WMOLE�-HOtiSE MECHANICAL VENTtLTICaf�l SY'�TEM A�Rt�L4W SATE EQUiREI�IENTS DWELLING UNIT FIDURaREa uars fit � q � NUMBER �F 5EC3RC14MS 0-? 2-3 4�5 �-? >7 Alrllaw Irt CFM '� �,�QQ 3� 45 6{� at,5 �{? I,SQ� '- 3,tlOQ 45 _.. 513 75 �{) 105 �,00z -�,sao 4,5'' 0 X � s� 7(5� �s 9{� � �o �a� 20 �zo 135 �6,0 �,1u*il� " 1 p�1J`4J �lJ �Q� �1y4y1/5� d.L11' ji A�� ® ,�!�? �s�Vi - ... {_._..cc ��J _ q �y #.�V .._, y�} lJ� 99 p� _. l�� ,__. qq ..... ._ l�� Foz SI: I square foot � 0.0'429 m�,1 cubic foot Pcc minute = t1.4t}04i 14 m3�fs. iAtBLE IiA150a.3.3t�2j 1i�lTEIiMITTENT'INNCC�LE-HClU;3E #WIECHAT+fICAL �I`ENT`IiATIC�N �iii�TE FACTCf€iS�°� Rule-ri�nr= Pi?frTCENTAGf its► f?Acw MHCtUR ZSpkt 33"✓n 5o�ra 66°�s y5�1� fit!®pf� $EC3IIfIENT i a, Far v�lntilats�n systeirn-can time values be�veen those given, the tartars are peraniti:e�id to be det�mincd by inteapolation. b. Exirapalatieiln beyalnd the table is prohibited. CONTINUOUS WHOLE HOUSE VENTILATION SQUARE FOOTAGE � 0# BEDR®®MS AtR FLOW IN CFM°s (CONTINUOUS PER 2012 lRC TABLE M1507.3.3(1) 3,764 SgFt 3 75 CFM INTERMITTENT WHOLE H®USE VENTILATION FACT®R AIR FLOW IN CFM°s (CONTINIJOUS,1 INTERMITTENT WHF SiZE PER 2012 lRC TABLE M1507.3.3(1) PER 2012 iRC TABLE M1507.3.3(1)&(2) �' (25%RUN TIME / 4hr SEGMENT) 75 CFM 300 CFM 3 (33%RUN TIME / 4hr SEGMENT} 75 CFM 225 CFM 2 (50%RUN TIME t 4hr SEGMENT) 75 CFM 150 CFM WHOLE HOUSE MECHANICAL VENTILATION SYSTEM • WHOLE -HOUSE MECH. VENT. SYSTEM SHALL BE DESIGNED PER 2015 IRC SEC M1507.3.1 THRU 1507,3.3 • INTERMITTENT SYSTEM SHALL MANUAL CONTROL AND AUTOMATIC CONTROL, ie. 24-HOUR CLOCI4 TIMER • AT TIME OF FINAL INSPECTION AUTOMATIC CONTROL SHALL BE SET TO OPERATE THE WHOLE -HOUSE FAN ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE -HOUSE FAN SIZING • INSTALLER TO PROVIDE MANUFAC. INSTALL &OPERATING INSTRUCTIONS AS WELL AS WHOLE -HOUSE VENT. SYSTEM OP. DESCRIPTION SECTION M1507.3.5 M1507.3.5 WHOLE -MOUSE VENTiLAT10N INTEG TED WITH A FORCED -AIR SYSTEM ,THIS SECTION ESTABLISHES MINIMUM PRESCRIPTIVE REQUIREMENTS FOR WHOLE -HOUSE VENTILATION SYSTEMS INTEGRATED WITH FORCED -AIR VENTILATION SYSTEMS. A SYSTEM WHICH MEETS ALL THE REQUIREMENTS OF THIS SECTION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS FOR AWHOLE-HOUSE VENTILATION SYSTEM. a • a �� r i �•�r" a s s r a a � r w � � � �'� a w � a [ i " � a '� a �' � tr '� � a tlf .. y, °! a � is , � � � �: • r • � t _ � � tt - • Ir t► r � lr�� + ° � r i� � � ♦' '.# i if•• • a • a "� � � n s a a a � a�� a ra ,. .. .- • + � + w � # a r Sim le Heating System Size: Washin ton State W EC nd ACCA This hea ingsystem sizinq calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code ( S } a Manuals J and S This calculator wiA calculate heating loads only ACCA procedures for sizinq cooling systems should be used to determ'ne coo in loads. av a -factor of r shave an area wei kited er e U r m he in tailed lazin and door oducT n d r ortion of this caiculato assu es t s 9 The glazing (window) a d oo p g g P 9 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specif+ed by the 2015 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. if you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at {360} 956-2042 for assistance. Project Information Contact tnformatron Vector t)ne, LLC Architectural Design Associates, PS Edmonds, wA. 425.681-7731 Fieatina System Type: UPI systems C+�t Pump 7o see detailed instmcirons for each section, place your cursor an the word "Instructions". Design Temperature instructions � �>-�,.�-�",�^+�" x��`�-�.s�,r�zi'"��as��s,��` Ma Soule ;r, � Design Temperature Difference (eT} 47 ry eT = Indoor (IO degrees) - Outdoorf7esign Temp Area of Buitdin Conditioned Floor Area Instructions Conditioned Floor Area (sq ft} 3,330 Average Ceiling Height Cond'+tinned Volume Instructions Average Ceiling Height (ft) 9,5 31,635 Glazing and Doors U-Factor X Area = UA instructions 197.70 0.30 659 S li his U-Factor X r--Are-a---� = UA instructions 0.50 1 I insulation Prescriptive Energy Cade Camploance for All Climate Zones in Washington ', Projecriniarmarion contact Information ti- i f F r. ':d' r. g a c>��yfv,.,�.e '614�1,.. Y3.'ef i�.Y ��,yyi' �,; "ir, k -" � `�' .Aa -• :a� ;� So-°'' �'�v�f �' '� ,,ai' �;-'��''. ,A: `"'✓rri' z`'a�9,.'"Ji� x �+ ,: F °t' P,t9'�`' 3'�%'f7.. ` �..�.�}+�, 3 '" � x .,�" `�' �.ta�' ti 1��I'�� ' to '''�'� .�`'.. `T ',�, r'"��!-��' ,�Cc, ".s. •`�.� �y.. `�e;,,xK ��.��,r,:.,-T'�?�"xa.Y, �.�..�.7s.. �t. �, 5err Y.,::rn ��., :ti��''. ,'$''r z�,... .s This pra�ect will alas the requiremenis of the prescriptive Path below and incorporate the the minimum values fisted. in addition, based on the size of the structure, the appropriate number of additions! credits are checked as chosen by the permit applicant. Attic U-Factor X Area = UA instructions `�� ro�� '��s�� R-49 b rfi OA26 2,934 76.28 :.�, Single Rafter or Joist Vaulted Ceili� U-Factor X Area UA Instructions R38 Vented � 0.027 Above Grade Wails tsaeFigrure?j U-Factor X Area UA Instructions i-� �''v ,�__.> , � ~�?�s^r3_...�a�r-� ��sxr�r��^, �'� R-21lntermediate w 0.056 2>394 134.06 Roots U-Factor X Area UA Mstructions n� � r, �..�,z�.�.'-tf��-tea � s,�a��"`��""'T 0.025 2,738 68.45 R-a6 � _�_ . -., ... _... a ....._... _ Below Grade wads tree FJgure rt . U-Factor X Area t1A Instructions � '; � 0.042 468 19.66 R-21 interior q : Slab Belova Grade rasa Figure r) F-Factor X Len th UA Instructions ` :.�'�e"x�. � > : rr. v,��a�-fir � .. '��a" 0.570 R-5 Thermal Break at slab edge ' s Slab on Grade tree Figure �) F-Factor X Len th UA instructions `� ��"x �nf' •��'zes�.'�.;" n "'"�r 0.540 105 56.70 R-lo Perimeter ,7 Location of Ducts Instructions � 4-rZ� �� ..�-�.,��« � i)uct Leakage Coafflcient f' Conditroned Space '► 1.oa Sum of UA 552.85 Envelope Heat Load 25,984 Btu /Hour Fi are 1. ._._ sumofuaxer Air Leakage Heat Load 16,058 Btu !Hour volumex osxorx.o]a atwve'Gtede Building Design Heat Load 42,042 Btu t Hour �� T�`^xc'�s.^.`.zax;:; Air Leakage + Envelope Heat Loss ,�,,,��p�•��r`"''`�`""`� iuilding and Duct Haat Load 42,042 Btu /Hour �" � Ducts 7n unconditioned space: Sum of Banding Heat Loss X ]. ]0 Ducts in condkioned space: Sum of Building Neat Loss X 1 Maximum Heat Equipment Output 58,859 Btu t Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace D Heat o s X ] 25 for Heat Pum Building and act L s p Authorized Representative Date � " rmikt@ an$$ , R-Value U-Fact® Fenestration U-Facto Na 0.30 Siiybght U-FaCt®r rUa ®.50 Glazed Fenestration SNGCb�o Na n!a Ceiling 49i 0.026 Wood Frame Walig,m,n 21 irit OAS Mass Wa!! R-Value' 21/21" 0.056 Floor 3Og 0.029 Below Grade Wall°,m 1 O/15121 int �- TB 0.042 Slabs R-Value &Depth 10, 2 ft Na "Table: R402.1.1 anti Table K4U�.'1.3 rootnotes lncluoeo on rage L. Each dwelling unit in a residential building shall comply with sufficient options from Table R40ti.2 so as to achieve the fallowing minimum number of credits: 7. Small E3welling Unit: 1.5 credits Dwelling units Tess than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions #o existing building that are greater than 500 square feet of heated floor area but less than 150t) square feet. 2. Medium Dwelling Unit: 3.5 credits AN dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shah require 2.5 credits. 3. ILarge Dweiting Unit: 4.S credits Dweiting units exceeding 5000 square feet of conditioned floor area. 4. Additions less than 5q0 s uare feet:.v credits Table R406,2 Summary ____ _ *120Q lcwh S Renewable Electric Energy O.a Dowelling Ut°t1,. .N..9RN.M..� iAMaiflRj urers iae3t#lert s„SOD trguarefaet In conditioned tioa� eree with it�as than �ii squerafeetoffanOn anti. NtdttRons� t�bulhtingehat arothen SUDsquere feet of htsatedfioor enaa twttatsttnlrt;<5oo tm t'aweliing UntC....°„ �,�" 'fig ail dwttbNsY unks not irtclnded In ffit orttt3. for►: urdt aertrAtg t;<-z ragttlre 2.d l:redits. Uwelling unit:.....,..... ��Il� lri�raitirtautttieettoaedtnd5ygOpsgtt+Nrefeetaf cottdlNartettdtlporeras. On5 leS� than Sim 5gU8r@ f@t'!t:...„. � aa�QN CREWi lat;�ltlP'llt7lil O+�' Ems• �'Saa OS P+raaatip�►�aae�donYahte�.x.�wib,eha r. Frn�+altlorlu.pt?.�S Flotx'tt�3 olt�raa.twl?pNbriatbrr,aulll�ere�te ' t3alsnv;(prtdeahtbitl4 ttgdsnu#rt�k'atdeb air 'tQrts�nen it�arss�: theFotei ilR .rP �a HRH EFF1Ci6NGY Hva+t: �DuipMHNT 3a: t•A Gas, propane or oiFflred furnace whh minimum AFUfn of 9496, or Gas, propane ar oiFflred btotar w[th minimum AFUE of 9296 To qualify to claim this creak, the buitdhtg permit drawings shah specify ttte option being selected and shall specify the heating equipment type and the minimum i en 5a �Plt"�lrf+li 1NA'1'�lt NEAT liit6' San 0.8 all turd itftdten ahttc fttuotfta htstailyd In the hettatie shall be retest at Y.YS Gt4iA orleea. alY other iavetory latsctas slsaN de elect at I G QNDA ar Isar.° % sittattfy to etalm thb t�dlt, the buHdhag placards drawttldtr trhaN apncit{+ thr: opthttt ttelt►y)j, il�r� and shek tiQlClrY tiro 1!ffidttlritlnl titN rlOea titr all akin idtcanert sink andotika�'1r �y Yr�Va�tarhaatin4;ttgttam att�i N►qud..aya�ne ofttmtaib�ttlrrtgp:� VY90,jttfWi'ta i{�tik �/�1sFQ! 1A/N. a mttnt � � V�� or &otar stater heet4nr)E iuPDtent a tsdnlmtttn taartoard wtrtat' htteler'. Sofia' wttter' heetbui wNi provkia a ratted minimum of 85 thtrt�rrrl or RUOII kWh beaad an tine Soler + �d t�rdPin Gocparstturt (SRC{.i Arum+al trarisnrrnence of oG�IR CertN9ad Sailer lriett� Hestirta � or e teat ttutsip v,eoat t�atar with a mtntrnum GF of �.A and rnaetlrtg the atattdards of N!'J�A's llorthant Climate m for ttaet Pusrip Water tleaaetsl. i"o quustthl Qa �dm this credit, lino bulid�g petisttt st�fl tipttCi4y rho optlort being saleatltstl and shag apecNv ills wtttar ttaaeer egartpmarst typo and the minirsuttn aqulptnent end, for saint' raatoar heetMtri agaearrts. the rx�uhttlat °f the ttittitf W rrt ®1t8i1$jl r+ a. �lh+i�FnpEiot+taeYpOt{dsai3pi1Qt1+'ta°1bm1'3G ')y,, i�►1�fiortt3PPCae�tiammtOmea�waei►tiNt�o�iara.'�s3tl�or�. Vdttalthoti�tbdttlinlwapkaSoF �(%Rvtyvo bD�JPrrA191CIn1MR�tl1'J7�'JldardtllE'aCbtYetheCpddh�. ra t'�niltnit t Flow tow ihnsr itgttlrrfx ( alalS ur�trj era! ttltillde ifactoas a»d t a1gtN+compiirwktefhlriotla�lor�h+mtw►t� ,.may !t. ��".•♦♦�ey��e1y► �/o�re�s�natd�o{rN�s.e`ek tom. tlAstdnxait flew rats"9.8 tJ�rt (� � r�►l wleen iedai� to � �IIiTa lfil�l4 �iMiIFa�J�7SY�ii M iG Naaldu+tlai tauaess: AwrWdmum iios�r ratio - 6.K I�rnf►i tt,75 �3 whas►1>dtwd t» erao►dwaa► wkh A5Nlo Atk7ttil.i/CSR 6l25.t. ;j � �: tllbatttnulst fbw retie - 6ti8 lJniht (R.7S itdr►f when tested Nt acgprdanoa wMls AShAE atu.�su�►aus�. �• � r, aw..a ,. � + -..- �i � � � �� 1 � 1 �-��-� 1 i i , ��..-� �.,,.� ' 1 t ��.--� ' 1 1 S � 1 t >t • a ' ��.� " � i _-� ' f � t '�Illl�.--._ ��_� �____ � �r��r ASS®CIATES, PS 512817ist eve SE Snohomish, WA,98290 425-�81-%731 �� !x +fi+�rr Q I�J.- ca t� CA These plans are the copyrigh#ect material of ARCHITECTURAL DESIGN ASSOCIATES, P.S. any plans that do nat bear an architect's Stamp Signed In blue ink are unauthorized copies and. -may be in violation of rnpyrlght laws. �' O V J e • � �, �. t�'�.2t72_a � � Zoi9-o5 � RESUB 3/24/21 CITY OF EDMON�DS� DEVELOPMEN C e� 2020 SERVICES DEPP(PPFlii�r"��Q''�`�"]�' � � I STRUCTURAL NOTES: CODES: DESIGN IS IN ACCORDANCE WITH THE Z015 INTERNATIONAL RESIDENTIAL CODE (i.R.C.) AS AMENDED BY THE LOCAL BUILDING DEPARTMENT LIVE LOADS: ROOF 25 PSF FLOOR 40 PSF DECK 60 PSF LATERAL: WIND ..................... EXPOSURE B, 85 MPH/110 MPH{ULT} per A5CE 7-10 SECTION 28 6.3 SEISMIC.................5lTE CAASS D. SEISMIC PER ASCE 7-10, SIMPL}FlED LATERAL FORCE SYSTE, SECTION 12.14.8 FOUNDATioNs: EXTEND FOOTINGS Tfl FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY flF 1,500 PSF. ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6" BELOW ADJACENT EXTERIOR FINISHED GRADE. cASTaN-PLacE cONCRETE: F`c=3,000 PSI @ 2$ DAYS. MINIMUM 5-1l2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED. CONCRETE SHALL COMPLY WITH ACI 318-14 SECTION 26.4.2.1 MAXIMUM SLUMP IS 4 INCHES. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ALL REINFORCING STEEL DOWELS, ANCHOR 80LT5 AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE 5/" INCH DIAMETER WITH 7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT SHALL BE PLACED WITHIN 12 INCHES OF EACH END OF THE SILL PLATE. DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM STANDARD 153 AND NOT DIPPED GALVANIZED CONNECTORS SHALL CONFORM TO ASTM A653M CLASS G-185. STAINLESS STEEL FASTENERS AND CONNECTORS SHALL BE TYPE 304 OR 316. SiMPSON PRODUCT FINISHES CORRESPONDING TO THESE REQUIREMENTS ARE ZMAX {HOT DIPPED GALVANIZED) AND SST300 {STAINLESS STEEL}. FASTENERS FOR PRESSURE TREATED AND FIRE -RETARDANT TREATED WOOOD SHALL BE ZMAX HOT DIPPED GALVANIZED (G185}, REINFORCING STEEL: ALL REWFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY CRSI. DEFORMED REINFORCING STEEL BARS SHALL CONFORM TO ASTM, GRADE 40 FOR #5 AND SMALLER AND GRADE 60 FOR # 6 AND LARGER BARS. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, WITH A MINIMUM RADIUS OF 6 BAR DIAMETERS (1°-7"MINIMUM). CORNER BARS (2'-0" BEND) SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. LAP ALL BARS A MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED ON THE DRAWINGS REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVER: CONCRETE CAST AGAINST EARTH 3 INCES CONCRETE EXP05ED TO EARTH OR WEATHER: #6 7HROUGTH #18 BARS 2 INCHES #5 AND SMALLER 1 � INCHES STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, fy=36,000 PSI. ALL WELDING SHALL BE !N CONFORMANCE WITH ASTM AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS. STEEL TUBING SHALL CONFORM TO ASTM A500 fy=50,000 PS#. STUCTURAL TIMBER: ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION. PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. ALL STRUCTURAL LUMBER SHALL BE NOTED BELOW: 2x FLOOR JOIST HEM-F{R#2-----------------Fb = 850 PSI 2x ROOF RAFTERS HEM-FIR#2—__—____—________F5 = 850 PSI 4x BEAMS DOUG-F#R / LARCH #2----Fb = 850 PSI 6x BEAMS DOUG-FIR / LARCH #2----Fb = 850 PSC LUMBER NOT NOTED HEM-FIR#2-----------------Fb = 850 PSI MISCELLANEOUS HANGERS TO BE SIMPSON OR APPROVED EQUAL. ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS, ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR BOLTS INTO CONCRETE SHALL BE 518 INCH DIAMETER WITH 7 INCHES OF EMBEDDMENT INTO CONCRETE UNLESS NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING �� SHALL BE IN ACCORDANCE WITH I.B.C. SCHEDULE ��'$ •`�. �� FLOOR SHEATHING: SHEATHING SHALL BE 314" TONGUE &GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 48/24 WITH LONG DIMENS{ON PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 8d COMMON NAILS @ 6" O.C. AT SUPPORTED PANEL EDGES & 10" O.C. AT INTERMEDIATE SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST, THE TONGUE, AND THE GROOVE JOINTS WITH ., AN APPROVED ADHESIVE. ROOF SHEATHING: � 4 SHEATHING SHALL BE 7/16" A.P.A. RATED SHEATHING. SPAN RATING 32/16, INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS @ 4" O.C. AND 10' O.C. AT INTERMEDIATE SUPPORTS. INSTALL PLYWOOD CLtP AT 48 INCHES ON CENTER. .� WALL SHEATHING; �, � SHEATHING SHALL BE 7f�' A.P.A. RATED SHEATHING, SPAN RATING 24/0. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES », �,'� WITH 8d NAILS AT 6 INCHES ON CENTER AND 10 INCHES ON CENTER AT O� INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. CLUED LAMINATED TiM13ER: LAMINATED TIMBER SHALL BE DOUGLAS-FIR/LARCH KILN DRIED. STRESS GRADE COMBINATION 24F-V4 {Fb=2,400 PSI, Fv=165 PSI) FOR ' SIMPLE SPANS AND 24F-V8 FOR CANTILEVERED AND CONTINUOUS BEAMS. . FLOOR FRAMING: PROVIDED FULL DEPTH BLOCKING FOR JOIST AT THE SUPPORTS. FLUSH BEAMS {FB}AND HEADERS NOT CALLED OUT ON THE PLANS ---_^._.__.__..__..._........ SHALL BE (2} 2x8. ALL VERTICALLY LAMINATED BEAMS AND HEADERS 1 SHALL BE SPIKED TOGETHER w/ 16d NAILS AT 6 INCHES ON CENTER BEARING WALL FRAMING: ALL DOOR AND WINDOW HEADERS NOT CALLED OUT ON THE PLANS SHALL BE (2}2x8 DOUGLAS-FIR/LARCH#2 w/ ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 4 FEET OR LESS AND TWO CRIPPLES & ONE STUD FOR OPENINGS MORE THAN 4 FEET WIDE. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE {2) STUDS. SPIKE ��-�r�d�. LAMINATED COLUMNS TOGETHER WITH 16d NAILS AT 12 INCHES ON �°�,/'�G CENTER. PROVIDE TWO LAYERS OF ASPALT IMPREGNATED BUILDING PAPER AT CONTACT SURFACE BETWEEN WOOD &CONCRETE. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE. END � NAIL TOP PLATES &BOTTOM PLATES TO EACH STUD WITH {2)16d �;, � NAILS. FACE NAIL DOUBLE TOP PLATE w/ {2} 16d @ 10 INCHES ON CENTER. LAP AND FACE NAIL PLATES WITH 2-16D NAILS AT EACH SPLICE, CORNER INTERSECTION. STAGGGER SPLICES A MINIMUM OF 48 fNCHES. FACE NAIL BOTTOM PLATE TO WITH 2-16D NAILS. ' 9 PRE -MANUFACTURED FLOOR JOIST: ( JOIST SHALL BE MANUFACTURED IN A PLANT APPROVED FOR FABRICATION BY THE BUILDING DEPARTMENT AND UNDER THE SUPERVISION OF AN APPROVED THIRD PARTY INSPECTION AGENCY. ' �; EACH JOIST SHALL BE fDENTIFIED BY A STAMP INDICATING THE JOIST TYPE, CABO NER REPORT NUMBER, MANUFACTURERS NAME, PLANT �� D NUMBER AND THE INDEPENDENT INSPECTION AGENCY LOGO AND ,.. � EVALUATION REPORT NUMBER. � PRE -MANUFACTURED RO®F TRUSSES: TRUSSES SHALL BE PLANT FABRICATED OF DOUGLAS-FIR/LARCH OR �'� Q HEM -FIR. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED, SIGNED AND DATED BY A WASHINGTON ... 4 STATE LICENSED STRUCTURAL ENGINEER. ALL TRUSS PLATES AND gj CONNECTORS SHALL BE I.C.B.O. APPROVED, VERIFY MECHANICAL UNIT � �It� LOADS AND LOCATIONS WITH SUPPLIER AND FURNISH ADDITIONAL �� TRUSSES AS REQUIRED. TRUSS MANUFACTURER SHALL SUBMIT . SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR 70 FABRICATION. � t sPEciAL coNDITloNS: '� THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN d2`I , �', THE FIELD. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT OR ENGINEER. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORWG AS REQUIRED UNTIL PERMANENT CONNECTIONS ' �� AND STIFFENING HAVE BEEN INSTALLED. THE CONTRACTOR SHALL j�„ �,,�{ ,�� VERIFY SIZE AND LOCATION OF ALL OPENINGS iN THE FLOOR, ROOF, � � ��,� `1 AND WALLS WITH ALL THE APPROPRIATE DRAWINGS. THE �� CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT - SCALE THE DRAWINGS. THE DETAILS SHOWN ARE TYPICAL AND SHALL �� BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. l � A —. l f� A l ♦ � l t{ A ±.:. i �: I • � r - `` � � 7 . ' �� i �I A ' �' SHEARWALL SCHEDULE NOTES: 1. P1 -�/s A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.S.B.) ON ONE SIDE OF WALL. P2 -�/s A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD {O.5.B.) ONE EACH SIDE OF WALL. 2. FOR P1-3, P1-2, P2-2 & P2-3 SHEAR WALLS USE 3x STUDS AT ADJOtNlNG PANEL EDGES. AT MUDSILLS NAILING SHALL BE STAGGERED. 3. NAILS SHALL BE 8d COMMON. (d=,131 INCH) 4. WHERE PLYWOOD IS INSTALLED ON BOTH SIDES OF WALL PLYWOOD JOINTS SHALL FALL ON SEPERATE STUDS EACH SIDE. 5. ALL PANEL EDGES BACKED WITH 2-INCH NOMINAL FRAMING FOR P1-6 & P1-4 SHEAR WALL. ALL PANEL EDGES BACKED WITH 3x FRAMING AT P1-3, P1-2, P2-2 & P2-3 SHEAR WALLS. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. SPACE NA1L5 @ 12 INCHES ON CENTER a� INTERMEDIATE SUPPORTS. 6. ALL ANCHOR BOLTS SHALL SE INSTALLED WITH GALVANIZED PLATE WASHERS. 7. REFER TO FOUNDATION PLAN FOR ANCHOR BOLT SIZE, SPAC#NG AND MUDSILL-RIM CONNECTIONS. Xref ..�Refl2016-df3 TB 24x36.dwg . tom" f ��"` , E �' �� I • (/$ ' 0 ` 9 - �° �} ��}'��, ,Rat p"ea. � :1 dbr d+ f , .� w 4 a '� �A +y/ s# . . �� ..t __._ � - �, Scale; NT5 � �� i ��'�.^/ "yip ® 8 �P �� { ' �'�. ;p � . �� f ,} �. 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C� w 1 • v ,- �� - -�--- 3� �7 , . ►r .. .. �.��'�� ♦• e . o � � i � r o f � i • �/j►�.//�j; }/,pejl/♦�� ,�y� y"T w {J,�� _ � A >�' ! ,�%/� //� ({"�) (/�j - � � F • I p' �^'9-� � 1. 4 +A` d 1 v{% a! ' V' � y � � � V � I � ' Y V � V a r� 7� 4 23 20Gt1 r - t . ..._. � � i :•, •�- �� u6 :�:.,. - � ray .� ._ . �-�� 1 � r _,___ __...._.._._. _._ ._ .....__. _ _._;� �v CITY OF EDMONDS �.__._ .._.... _ i Z .L S��' EVELOPMENT ©�� 2�� , State: N'fS SICES DEPARTME�r�,�,�P¢ _ 9efd`�� J�� ' �9�rr 1�f.,��yy ��,1 i,� i ��wr. rlrM�r. a4r i . 4 a �� a a . .• j �� •• ' �� S/7' 9.� �.� 1 4 �'97 f �.,� � -»�a . ® d rr �� 3 �� p ��s �� ,.. � +� .�� ° �4�� s ! %� �r�1� � f f � -- � �� r� � �'� � � � M .J �f ti� I Gt�J V 9 1 S�a�e: rd,� �' � �-�1��r ,. .. ____ 14 scar: errs ��y, �r .�. .r <. � ` ��ilru �. _-_ _ �1 �� '`� ' �� e ��►�as � r� :�V�,�I,L � � � - �� ,. . .._ ��t 1. /Ark � �' Scale: �,-� scab: �� . �� 1 �1�� >� . � �p :/ . 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BETWEEN. 2 X 4 PT RAILS. 5537 REGISTER � ARCHITECT ,TE OF WASHIMGTOM