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APPROVED BLD PLN RESUB1 BLD2023-1075+CANOPY PLANS+8.29.2023_7.45.58_AM+3752176RESUB Oct 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-1075 General Notes: Typkal unless iw,ed otnerwtt u camemyamlo�u artna Internattarol gmwmgeme (2DIaj, VWWrm Ylumbing Code (UPC), Intematlanal MaMsriml (IMC), National Elnctrlc Code (N8C), and the 2) 8epom�alldnwing mnNcuo¢od dssr¢pondes lmmedls@I! Arddhct pna r ti wnmucnom 3} Comnttersha8vedfyall sltemndin'onsand dimenions ai rate. 4) Dontmnor shell veNy Inwtlon and disponnon of all uWWe essemenu. 5) Vse printstl dlmu¢ Ions mdy. De mt Scala dnwinga 6j Unless notetlathetwdse: - Dlmensionx for canaemare[oGreof concrete - Dimensloar(orpartltlonsare [o fareNstud - Dimenslam tar cabinets arem(acaofwall and nbin bows ]j Plmnbingg,, haNwl,and elsulwl workshag beblJJvds Ihlrworkcboll be undveepmaleps.mie acmrdin6 to appgnl Cods e)Tbe General Contractor shall roordlnat¢Spada7lnspecnons are regolred by the eullding Departrnent 4) Install draft stops In 9oor(<edmgasr¢mblks sothat Drak�s�sdullbefnnakd�perl�OH� re!e¢t etoppirsg Ig) PravfdegreblocWng In aD wdlassemblfes. Flreblocking m Instilled per NclgC 111 Plnvkk blacWng In walls'bahlnd llghe gxturea, towel bon, hwe bibq shuttunl stuel connettlons, and any other wall mou tonxorles. Verify typo of mounnngblockingwlth ArchlmUpr stillanam. 7:) urepreaure Ireatw lumiseratall exmnorappnndareaa wherein nmm�witheancretesudxes. Useappsnranc¢ grade matenal at all ezposed loweoru 33) Prodde venDlatlan from all esmlosednssemblles when rags by tho lBG Project Information 1. Project Addreae: f005*Ave N Etlmomla, WA 98020 2, Project Ovinar: Antlyy Cllne, CLINEJewalera f055'"Ave S Edmentla, A 98020 3. APN: 0049420210.1700 4: Legal Deacrlptlon: CITV OF EDMOND$, ELK 027 D4)pLOT 37 & FRAC OF LOTS 328 99 ELK D 5. Zoning: BD} 6. Ezlating Occupancy; M 7. ProPasetl (New)Oeeupency: M S. Conafructlon Type: YB APPROVED BY PLANNING Oct 20 2023 "AWNING/CANOPY SHALL HAVE A MINIMUM 9. Area o7 Reten spaee: PROJECTION OF 6', BUT SHALL NOT �0Deg1 PROJECT WITHIN 2' OF THE STREET CURB fo. oppnpnm Loetl Cetomeuuno 3800 aq fl divltletl Dy 60 (groas).59 omepenta (MEASURED FROM BACK OF CURB). *THE AWNING SHALL HAVE A MINIMUM CLEARANCE HEIGHT OF 8' ABOVE THE Applicant shall repair/replace all frontage �/�/ALKING SURFACE (NOT TO EXCEED 15' AT damage to utilities or improvements in City right-of-way ITS HIGHEST POINT). per city standards that is caused or occurs during the permitted project. *THE SIGNS SHALL HAVE MINIMUM CLEARANCE OF 7' ABOVE THE WALKING SURFACE. i CITY OF EDMONDS BUILDING DIVISION APPROVED PLAN "r�1 � 7r � , ,� 1 r—^7 Loc�tTl*kJ o� +-.__� NEN aR RePwtE7 Et71RY Reviewed by ' City of Edmonds � � Planning Division , • u O SITE Pt4�l , I„_ IAl ENGINEERING DIVISION APPROVED AS NOTED �` ��""'�� 10/24/2023 a��a �'``��x >— t� zs c i — n� a'�9>� v.. �- a_. — ��r1ki�5-_ -- c�1�� W ^_ ��C�S � , __ --c �, � o .� - � =� - •r f � ,� k — �— R ,, '+t ': �h�� s2 ��M I,L�� 3 -� �_l�l_-��-� � �� _ � W wt �iC� �- �� fs� _�JG-� =�= VI -�`t� 1 �!_—� I��_� �� .� �L ��1�-j � � �I -t`�� ,� _ _ Y ��0 i� ***SEE APPROVED SITE PLAN FOR ADDITIONAL ENGINEERING REQUIREMENTS.*** i RESUB Oct 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M lV . �. � �� o � , Z � � �� z � �—� e k J, ,_ �� a O 1 .� .. ,, �. �-��Y �� r�Y . . 3 �- ¢� ,, `i ,,, ***SEE APPROVED SITE PLAN FOR ADDITIONAL ENGINEERING REQUIREMENTS.*** -. N i r 0 1 '-'I � � +a spl ' V s U V � � � a � � _) I Q / , � 1 m. .Q ,C I � .� � I E ,0 j pQ ` I }r.} � �' � Pd, � '� � � �� i -i� ' � � ! � s �t ►� - � �� . � � __.. �.� YW � �1 3 � � �� I 1 � �_ . _ - - ._._.._....�...-.....�..�-�� __.,.._ Nyye �qq � � �: i I�L �h� Q�� v t � � , �� Y-` -- � _ w.y�, . New.-. �a«,...,......,�,-��_ �.� . � ...-,..�...,�,._.+.;.-- �-._.,-._..,...�...... T q — �__ - --t _.._. �.. I�iND44�1 b��N lf� La i,2.� - -- — - _.. r � � �. - �� lG� �k�s�'11�C-� ��.n�1i�� .� r �, � -■ :,,� - �� 1 �� 1 G�� Y S�'�u�T��A L �'�� .. .l,�sl` f�' prl r . . (� � � �! Lk ��F� w� �T� L� L� s GR +V I�1 S 3��"�a �"G � � � L � `''o. G. !� E W E R t~'I I N E� [3 F E.�lr�'. 3 �u �h1.[ N [�i � i-_._ . i .---��.� C�lt�' o� �.�1� �'• �W t�l�JL1 T �... � � i,l�tq s �. ��rr�l� � �. �_ �. j 1�.1 _ C %.^' �. � �.��c-� a�T�� tt; �t_�tl L�? TEE g,�ck ��`�� aRNf s��T �J�ph ��[I�F sc� PS®� ITT I31 � �o� k 1 � �-� Nn�L�h 1'� Nuns .� �QTT�� aF �� W� Cz) 31�,,e � �`� i r �,ry �-- �-- - c� -_--�— � _-_—�-_ dr M � L -. � - o— - - �- , ,.: r �� . . Ca � f l 1�00# . �� n� � � T� � p a l/1i l� s �p Llr � (25+5)x(6x10)/4=450# � 100 POUNDS ,�r�,cG H s1.[� N C *�I u s j #3 � }� ��u ,.r► ��Y , Nt �t N �N # u E 7 r� �E NEW �R� ��g�Z tc�.�[�p F �� n��RLS � r cawo PY R� CRY Pik c�Ro�� tN vQtp � ?r �� w[�12 tW7Ws�'It[tss [3ETt��E�.1 I �- z �� uc�s rm <3P��T��t � � E� � �� h ��'P�•Y�L �� 't"� F��51L1c4i'�o� - - STE.�. L G� �� PY DATA t L. 1�?� 3rd Avenue, Suite 2200 Sea#tle, WA 9$101 {206)734-5858 dihong.shao�dhsengineers,com �w� �� f"�« V7 V uCR RESUB Oct 18 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 v � c� o 7- � � oE�l L � • w � �� Q 3 � �. v � � o 0 T CONCRETE AND FOUNDATION CONSTRUCTIONS: 1. ALL CONCRETE f c=3,000 PSI (2,500 PSI USED FOR THE DESIGN), MAXIMUM WATER/CEMENT RATIO =0.45, MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD. NO SPECIAL INSPECTION REQUIRED. CONCRETE BATCH TICKET OR DELIVERY RECEIPT FOR 3,000 PSI MINIMUM CONCRETE ON SITE FOR BUILDING INSPECTOR VERIFICATION. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. NO SPECIAL INSPECTION REQUIRED. ASTM A706, GRADE 60, REINFORCING STEEL SHALL BE USED FOR WELDED OR FIELD -BENT BARS, SHEAR WALL BOUNDARY MEMBER REINFORCING, MAIN REINFORCING, SPIRALS, TIES AND STIRRUPS IN THE FRAME MEMBERS (BEAMS AND COLUMNS) COMPRISING THE LATERAL FORCE RESISTING SYSTEM. 3. WELDED WIRE FABRIC PER ASTM A185. FURNISH IN FLAT SHEETS, NOT ROLLS. LAP EDGES 1-1/2 MESH MINIMUM. 4. PROVIDE CONCRETE COVER AS FOLLOWS: FOOTINGS 3", WALLS 1-1/2", AND SLAB ON GRADE 1-1/2". 5. PROVIDE 2#4 LONGITUDINAL BOTTOM BARS IN WALL FOOTINGS. PROVIDE CORNER BARS OF SAME SIZE AND NUMBER AT CORNERS AND INTERSECTIONS, 42 BAR DIAMETERS EACH LEG. PROVIDE VERTICAL DOWELS OF SAME SIZE, NUMBER AND SPACING AS CONCRETE STEM WALL VERTICAL BARS WITH A 90 DEGREE STANDARD HOOK AT THE BOTTOM OF THE FOOTING. 6. REINFORCING CONCRETE WALLS AS FOLLOWS" 6" WALLS, #4 @ 12" HORIZONTAL AND VERTICAL AT CENTER OF WALL, 8" WALLS, #5 @ 15" OR #4 @ 12" HORIZONTAL AND VERTICAL AT CENTER OF WALL, 10" WALLS, #4 @ 16" HORIZONTAL AND VERTICAL AT EACH FACE, 12" WALLS, #4 @ 12" HORIZONTAL AND VERTICAL AT EACH FACE. AT OPENINGS OVER 12" SQUARE, PROVIDE 2#5 BARS AT CENTER OF WALL ALL FOUR SIDES, EXCEPT 10" WALLS OR OVER PROVIDE 1#6 BAR EACH FACE ALL FOUR SIDES, EXTENDING 42 BAR DIAMETERS PAST OPENING. PROVIDE 1#5X4'-0" DIAGONAL BAR AT CENTER OF WALL ALL FOUR CORNERS. AT CORNERS, PROVIDE CORNER BARS IN OUTSIDE FACE OF SAME SIZE AND SPACING AS HORIZONTAL BARS, 42 BAR DIAMETER EACH LEG. AT INTERSECTIONS, PROVIDE CORNER BARS OF SAME SIZE, NUMBER AND SPACING AS HORIZONTAL BARSOF INTERSECTING WALL, 42 BAR DIAMETER EACH LEG. PROVIDE 2#4 LONGITUDINAL BARS AT TOP OF WALLS. PROVIDE KEYWAY OR ROUGHENED SURFACE AT CONSTRUCTION JOINTS. PROVIDE VERTICAL DOWELS OF SAME SIZE, NUMBER AND SPACING AS VERTICAL BARS. 7. GROUT - 5000 PSI MINIMUM 7-DAY CUBE STRENGTH PER ASTM C1157-00. GROUT TO BE PREMIXED, NON -SHRINK "MASTERFLOW 928 GROUT" BY MASTER BUILDERS OR APPROVED EQUAL. IOC CERTIFICATION REQUIRED. USE SPECIFIC GROUT MIX RECOMMENDED BY MANUFACTURER FOR EACH GROUT APPLICATION AND FOLLOW MANUFACTURER'S INSTRUCTIONS. 8. ANCHOR BOLTS, ASTM A307. SPECIAL INSPECTION REQUIRED. SET ALL ANCHOR BOLTS BY TEMPLATE WHEREVER POSSIBLE. 9. DRILL -IN EXPANSION BOLTS, "KWIK-BOLT TZ" BY HILTI FASTENING SYSTEMS BY HILTI FASTENING SYSTEM OR APPROVED EQUAL. ICC CERTIFICATION REQUIRED (ERS-1917). SPECIAL INSPECTION REQUIRED. 10. DRILL -IN ADHESIVE BOLTS, "SIMPSON STRONG -TIE SET-XP ANCHORING ADHESIVE" BY SIMPSON STRONG -TIE OR APPROVED EQUAL. ICC CERTIFICATION REQUIRED (ESR-2508). SPECIAL INSPECTION REQUIRED. CONSTRUCTION REQUIREMENTS: 1. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY OWNER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN iN THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL BRING ALL DISCREPANCIES TO THE OWNER. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDING WITH THE PLANS AND DETAILS. THIS INCLUDES EXISTING STRUCTURE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY AND HEALTH PRECAUTIONS INCLUDING HAZARDOUS CONDITIONS AND MATERIALS EXISTED OR CREATED BY OTHER PARTIES THAT WORKING ON THE PROJECT. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CONSTRUCTION METHODS, TECHNIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL EXISTING COMPONENTS, WHICH ARE REQUIRED TO REMAIN, IN THEIR ORIGINAL CONDITION. THIS INCLUDES WEATHER PROTECTIONS FOR THESE COMPONENTS UNTIL SUCH TIME THAT THE ENTIRE DWELLING INCLUDING THE NEW ADDITION ITSELF IS WEATHER PROTECTED. 5. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER FOR APPROVAL PRIOR FABRICATION OR CONSTRUCTION. CHANGES SHOWN IN SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 6. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND, IN A MANNER, SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURAL. LIMIT CONSTRICTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING CEILING FAMING TO 10 PSF AND ON EXISTING FLOOR FRAMING TO 40 PSF. PROVIDE TEMPORARY PLANKS OR STRUCTURAL SHEATHING OVER THE EXISTING CEILING JOISTS AS REQUIRED TO PROTECT THE EXISTING SOFFIT. 7. CONTRACTOR SHALL CHECK FOR DRY -ROT FOR ALL EXISTING STRUCTURAL COMPONENTS AT EXTERIOR WALLS, EXISTING TOILET ROOM FLOORS AND WALLS, AREAS SHOWN WATER STAINS, WOOD IN CONTACT WITH EARTH AND CONCRETE, AND ALL WOOD MEMBERS IN CRAW SPACES. ALL ROTTEN WOOD SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE OWNER. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE OWNER. 9. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 10. THE MANUFACTURER'S INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE AT THE TIME OF INSPECTION, FOR THE INSPECTOR'S USE AND REFERENCE. STRUCTURAL FRAMING REQUIREMENTS: 1. ALL LUMBER SHALL BE KILN DRIED OR MC-19 WITH WWPA GRADED OR APPROVED EQUAL. ALL STRUCTURAL FLOOR, ROOF, AND SHEAR WALL SHEARING SHALL BE APA RATED. ALL SPECIFlEQ1I�lDUSTRIALLUMBERS, NAMELY.PARALLAM_PSL,1V11CROLLAM LVL,.TIMBERSTRAND._.,_..._,__ _,_,_......_ _ LSL, AND TJI SHALL BE MADE BY TRUS-JOIST CORPORATION OR OWNER APPROVED EQUAL. ALL GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH AITC 110, ' AITC 117 AND ANSI/AITC A190.1. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AITC CERTIFICATE OF CONFORMANCE. USE EXTERIOR TYPE ADHESIVES. BEAMS SHALL BE INDUSTRIAL APPEARANCE GRADE, UON BY THE ARCHITECT. SINGLE SPAN BEAMS SHALL BE COMBINATION 24F-V4, Fb=2400 PSI, Fv=265 PSI, E=1,800,000 PSI; CANTILEVERED SPAN BEAMS SHALL BE COMBINATION 24F-V8, Fb=2400 PSI, Fv=265 PSI, E=1,800,000 PSI. 2. MINIMUM NAILING SHALL COMPLY WITH TABLE 2304.10.1 OF THE 2018 IBC. 3. ALL NAILS SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: NAIL SIZE, LENGTH, AND DIAMETER 6D2"0.113" 8D2-1/2"0.131 10D3"0.148 16DBOX3"0.131 THE FOLLOWING STAPLES MAY BE SUBSTITUTED FOR NAILING OF PLYWOOD - NAIL SIZE, EQUIVALENT STAPLE, AND MINIMUM LENGTH 6D 16GA 1-3/4" 8D 15GA 1-3/4" 10D 13GA 1-3/4" 4. GALVANIZED METAL TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY INCLUDING SIMPSON STRONG WALLS AND SIMPSON ` GARAGE PORTAL WALLS (WHERE OCCUR) OR -OWNER APPROVED EQUAL. IF NO SPESIFIC HANGER IS CALLED OUT, ANY HANGER MADE FOR THE SPECIFIED BEAM OR JOIST CAN BE USED. 5. ALL EXTERIOR WALL STUDS ARE 2X6 DOUGLAS FIR N0.2 STUDS AT 16" ON CENTER. ALL INTERIOR BEARING AND SHEAR WALL STUDS ARE 2X4 DOUBLAS FIR N0.2 STUDS AT 16" ON CENTER. PROVIDE ONE BEARING STUD AND ONE FULL HEIGHT STUD AT EACH SIDE OF DOOR AND WINDOW OPENINGS WHEN THEIR ROUGH OPENING WIDTH IS EQUAL OR LESS THAN 3'-0". PROVIDE TWO BEARING STUDS AND TWO FULL HEIGHT STUDS AT EACH SIDE OF DOOR AND WINDOW OPENINGS WHEN THEIR ROUGH OPENING WIDTH IS GREATER THAN 3'-0" OR WALL IS FRAMED WITH (2)2X6 AT 16" ON CENTER. PROVIDE TRIPLE STUDS UNDER ALL BEAM AND KING -TRUSS BEARING LOCATIONS. THESE MULTIPLE STUDS NEED TO EXTEND DOWN TO THE TOP OF CONCRETE. PROVIDE TRIPLE VERTICAL BLOCKING AT JOIST SPACING AS NEEDED. FACE NAIL WALL TOP DOUBLE PLATE WITH 16D @ 12" AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE (6) 16D @ 4" ON CENTER EACH SIDE OF JOINT. FACE NAIL WALL SILL PLATE THROUGH FLOOR SHEATHING TO DOUBLE PLATES, BEAM, OR SUPPORTING MEMBER BELOW WITH 16D @ 6" ON CENTER. MULTIPLE STUD SHALL BE NAILED TOGETHER WITH 16D @ 12" ON CENTER STAGGERED EACH FACE. PROVIDE SOLID BLOCKING BETWEEN STUDS AT MID - HEIGHT FOR ALL STUD WALLS OVER 10' IN HEIGHT. 6. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENING IN FLOOR. FLOOR JOISTS SHALL BE BLOCKED PER THE JOIST MANUFACTURER'S INSTRUCTIONS. 7. ALL FLOOR FRAMING LUMBERS: DOUGLAS FIt2 N0.2. ALL HEADERS: DOUGLAS FIR N0.2. TYPICAL HEADER 4X8 MINIMUM UNLESS OTHERWISE SHOWN ON THE PLANS. ALL POSTS: DOUGLAS FIR N0.2 UNLESS OTHERWISE SHOWN ON THE PLANS STUDS, PLATES, AND MISCELLANEOUS LIGHT NON-STRUCTURAL FRAMING: HEM -FIR N0.2 8. METAL PLATE CONNECTED WOOD TRUSSES: WOOD TRUSSES SHALL BE DESIGNED, MANUFACTURED AND INSTALLED PER TRUSS PLATE INSTITUTE (ANSI/TPI 1) SPECIFICATIONS. TPI SPECIFICATIONS SHALL NOT REVISE TRUSS ENGINEER'S AND TRUSS MANUFACTURER'S RESPONSIBILITY NOTED BELOW. WEB AND CHORD SIZES INDICATED ON PLANS AND NOTES ARE MINIMUM ONLY. ROOF DESIGN LIVE LOAD PER DESIGN LOADING CRITERIA. ROOF DESIGN DEAD LOAD 10 PSF MINIMUM TOP CHORD AND 7 PSF MINIMUM BOTTOM CHORD WITH LIVE LOAD OF 40 PSF MINIMUM AT ATTIC FLOOR WHERE APPLICABLE. USE 2X6 MINIMUM BOTTOM CHORD FOR ATTIC FLOOR. ROOF DESIGN WIND UPLIFT 15 PSF MINIMUM TYPICAL, EXCEPT USE 30 PSF MINIMUM WITHIN 10 FEET OF ROOF EAVES OR RAKES. DESIGN TRUSSES FOR SUPPORT OF DEAD, LIVE, SNOWDRIFT, AND WIND LOADS AND MECHANICAL/ELECTRICAL EQUIPMENT, PIPING, ETC AS REQUIRED. SNOW DRIFT LOADING LOCATIONS AND VALUES TO BE DETERMINED BY TRUSS ENGINEER. SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS SHOWING TRUSSES, TRUSS TO TRUSS AND TRUSS TO SUPPORTING STRUCTURE CONNECTIONS, ERECTION AND PERMANENT BRACING SIZES AND r CONNECTIONS. PROVIDE STANDARD TRUSS CAMBER. PROVIDE ERECTION BRACING PER MANUFACTURE'S INSTRUCTIONS. PROVIDE AND INSTALL PERMANENT BRACING FOR LATERAL SUPPORT OF INDIVIDUAL WEB AND CHORD MEMBERS AS DESIGNED BY THE TRUSS ENGINEER. PROVIDE AND INSTALL ALL TRUSS TO TRUSS AND TRUSS TO SUPPORTING STRUCTURE CONNECTIONS. TRUSS ALTERATIONS SHALL NOT OCCUR UNLESS THE APPROVAL OF A DESIGN PROFESSIONAL. 9. VENT BLOCKINGS CALLED OUT IN THE DRAWINGS ARE 2X WOOD BLOCKING WITH (3) EQUAL SPACED 1-1/2" DIAMETER HOLES ON EACH BLOCKING WITH MASH INSTALLED. 10. ROOF SHEATHING: 15/32"(1/2") MINIMUM CDX PLYWOOD OR STRUCTURAL PANEL WITH SPAN RATING OF 32l16, UNBLOCKED, LAID. UP WITH FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. INSTALL PLYCLIPS AS REQUIRED. NAILING IS AS FOLLOWS: 10D @ 6" DIAPHRAGM BOUNDARIES, OVER EXTERIOR WALLS, AND INTERIOR SHEAR WALLS, 10D @ 6 ALL SUPPORTED EDGES, AND 10D @ 12" FIELD. 11. FLOOR AND ROOF DECK SHEATHING: 23/32"(3/4") MINIMUM CDX TONGUE AND GROOVE PLYWOOD WITH SPAN RATING OF 40/20, UNBLOCKED FOR FLOOR JOIST SPACED AT 16" ON CENTER; 7/8" MINIMUM CDX TONGUE AND GROOVE PLYWOOD WITH SPAN RATING OF 40/20 UNBLOCKED FOR FLOOR JOIST SPACED AT 24" ON CENTER; LAID UP WITH FACE GRAIN PERPENDICULAR TO FRAMING BELOW, STAGGER END JOINTS. GLUE FLOOR SHEATHING TO ALL SUPPORTS WITH A CONTINUOUS 3/16" DIAMETER BEAD MINIMUM. PROVIDE TWO BEADS AT PANEL JOINTS. NAILING IS AS FOLLOWS: 10D @ 6" DIAPHRAGM BOUNDARIES, OVER EXTERIOR WALLS, AND INTERIOR SHEAR WALLS, 10D @ 6" ALL SUPPORTED EDGES, AND 10D - @ 10" FIELD. t 12. EXTERIOR/INTERIOR/SHEAR WALL SHEATHING 15/32" (1/2") MINIMUM CDX PLYWOOD WITH SPAN RATING OF 24/0, EXTERIOR SIDE BLOCKED (BLOCK ALL UNSUPPORTED EDGES), NAIL WITH 10D @ 6" ALL EDGES AND 10D @ 12" FIELD. NAIL BOTTOM PLATE TO FRAMING BELOW WITH 16D @ 6". 13. WALL SILL PLATES OVER THE CONCRETE ARE TO BE 3X TREATED LUMBER WITH 1/2" DIAMETER ANCHOR BOLTS AT 4'-0" ON CENTER WITH EMBED IN CONCRETE OF 7" MINIMUM. ALL BOLTS SHALL HAVE 3X3X1/4 STEEL WASHER PLATE UNDER BOLT NUTS. THE EDGE OF A WASHER SHOULD NOT BE LOCATED MORE 1/2" AWAY FROM THE INSIDE FACE OF A SHEAR WALL SHEATHING. MINIMUM OF TWO BOLTS PER PLATE WITH BOLT END DISTANCE OF 6" MINIMUM. SHEAR WALL BOTTOM PLATE NAILING AND ALL NAILING AT PRESSURE TREATED PLATE/MEMBERS SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS- - , STEEL NAILS. 14. WOOD IN CONTACT WITH CONCRETE SHOULD BE PRESERVATIVE -TREATED WOOD IN RESU B ACCORDNACE WITH AWPA U1 AND M4 STANDARDS. - Oct 18 2023 15. FASTENERS INSTALLED IN PRESERVATIVE -TREADED OR IN FIRE -RETARDANT -TREATED of EILOPMENT ORVCES WOOD SHALL BE HOT -DIPPED ZINE-COATED GALVANIZED WITH A MINIMUM COATING WEIGHT DEPARTMENT COMPLYING WITH ASTM A153. THIS INCLUDES NUTS AND WASHERS. FASTENERS OTHER THAN NAILS AND TEMBER RIVETS ARE PERMITTED TO BE MACHANICALLY DEPOSITED ZINC - COATED WITH COATING WEIGHTS COMPLYING WITH ASTM B 695, CLASS 55 MINIMUM. 1201 3rd A_ venue, Suite. 2200 Seattle, W/� 98401 - (206) 734=5858 dihong.shao@dhsengineers.con M a. J V► � 4-- � �j> ~- � �1 � �k-- � �--� > �� Q � ��