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APPROVED BLD FIR RESUB1 BLD2023-1272+PLANS +11.13.2023_8.15.35_AM+3895402O I ir) r� AS BUILT ROOF AND MAIN FLOOR PLAN WITH DAMAGED ELEMENTS SCALE: 1 /4" = 1 '-0" All work has been completed without inspection or without providing documentation under original expired permit. Concealed work shall be exposed for inspection or have Engineer of Record verify repairs were completed per provided plans. FOR shall provide a stamped letter describing items inspected and plan compliance. EX. SHED EX. 8" NOT GROUTED CMU WALL Approved DFM Chris Burt South County Fire Date: 11 /14/2023 11-14-2023 RESUB 1 PLAN REVIEW NOTES: APPROVED NO COMMENTS. DFM BURT City Of Edmonds Building Department Work EXTERIOR WALL REPAIR Address 526 MAIN ST Owner FIRE AND THE FEAST Approved Date 11 /20/2023 Building Official Er(�(`� Permit Number BLD2023-1272 N -ER r e� b EXTERIOR CMU WALLS TOP PLATE ------ ■�� ll�l� mil! 'I' -----� - • ------ _ _ _ _ ------ •------ ------ ------ �------ � �� � 'ICI'_====- ------ ■------ ------ .�����. .�����. . .. ,:�, ..... _ ;� , ________ __ __ _____ __ __ __ __ __ __ __ __ ______ __I--1 -- L----1 -- L--I--1 - L--I--1 -- L--I--1 �----------------------------------------------------------------------------- I I I I L-------------------------------------------------------------------------------------------------------------------------------------------------------- ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BELEFT ELEVATION SCALE: 1/4•' = 1'_0•' ON JOB SITE � 18'-8" DAMAGED CMU BLOCKS WALL REPLACE PER DETAIL "1" #5 C�? 40"o.c. HORIZONTAL, TYP. (U.N.O.) EXISTING GRADE - - - - - - --I�----- I L-------� #5 © 40"o.c. VERTICAL, TYP. (U.N.O.) NEW 8" FULLY GROUTED REINFORCED CMU WALL O5 ENGINEERING NOTES 11 ENGINEERING DETAILS 8c SECTIONS S1.2 ® POST, DBL STUDS DOWN BELOW REVISIONS DATE - PAGES - CHANGES REV1 REV2 REV3 REV4 REV5 rn 0 O � U rn ap � cn Q r` w ���� w o0 z M W � � � ti W � W N � � °w=a � amo_v_ m Uw a ww a *P* N"`** * ��� N �v: * \ �v>���v> O * �r :Q � >«� ao ~*¢ * , � �* Z ��V.�� W * � ,,.*o � .* a a o Q Q a N � M - � � J Q N O � � LwL zYZ N � U a J J � ~O II H H � � IV �� J � m m a c� m � � > o � z z � � z � � � w ui � a 00 � � w w Q U � a o o � o cn O Q I.J� ��//� LL Q m Z O Q � J � � N Z Lf� 0 W � �..�..� LLI J H H U 0 BLD2023-1272 a SHEET TITLE: PLAN &ELEVATION RESUB Nov 13 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET NO. S1.1 � � � � � � � � 0 0 0 0 0 0 0 0 �I �I �I �I �I MI NI _I > > � � � � � � � � � � � � � � vi z 0 > > 5 > > > > > w w w w w w w w w Masonry Specifications A34 C�? EACH RAFTER 1. Concrete Masonry Units: 2. Mortar: ALL BL❑CKS SHALL C❑NF❑RM T❑ ASTM C90, LATEST EDITI❑N, Mortar shall be proportioned as necessary to conforrl to the requirerlents of ACI 530,1-13, Table 2,2,3,2 for Type S rlortar, 3. Grout: Grout corlpressive strength, when tested per ACI 530,1 shall equal or exceed the concrete rlasonry unit strength, psi, All grout additives shall receive the prior approval of the structural engineer and the building official, Cerlent content of the grout shall be increased, as necessary to achieve the specified rlasonry asserlble strength Cf'r1=1500psi) and adequate workability, Grout slurlp to be in ranges of 8 in, to 11 in, 4. Admixtures: The use of adrlixtures shall not be perrlitted in rlortar or grout unless sustaining data has been subrlitted to and approved by the engineer, CThe use of uncontrolled fire, clay, dirt and other deleterious rlaterials is prohibited) 5. Aggregates: Sand for rlortar shall confirrl to ASTM C144 except that not less than 3% of the sand shall pass the nurlber 100 sieve, Sand and pea gravel for grout shall confirrl to ASTM C404, Table 1, coarse aggregate, except when other gratings are specifically approved by the engineer, � 0 6. Water: Water used for mortar and grout shall be clean and free from deleterious amounts of acids, salts, alkali and organic rlaterials, 7. Mixing: Place the sand, cement and water in the mixer in that order for each batch of site mixed mortar or grout and mix for a period of at least 2 rlinutes, Add the lime and continue mixing for as long as needed to secure a uniforrl class, but in no case less than 10 rlinutes, Reterlper rlortar only by adding water into the rlortar and then carefully working the water into the rlortar, Reterlpering the rlortar by dashing water over the rlortar shall not be perrlitted, Any rlortar that is unused within 2 1/2 hours or grout that is unused 1 1/2 hours after initial nixing shall be rerloved frorl the work, 8. Required Strength: The Minirlurl ultirlate corlpressive strength of the rlasonry wall asserlblage at 28 days shall be 1500 psi, In addition to all others requirerlents, rlasonry constituents shall posses the required properties to achieve this required strength, 9. Reinforcement: Reinforcement steel shall conform to ASTM A615, Reinf orcerlent shall be fully erlbedded in grout, See structural notes for size, grade, laps, etc, Joint reinforcerlent shall conform to ASTM A951, 10. Preparation: Before block is placed on concrete, thoroughly clean concrete of all loose rlaterial, Roughen as in a concrete construction joint, 11. Laying: In placing rlortar in head and bed joints, corlpletely cover the thickness of the face shells of the units with mortar, Lay all rlasonry with corlmon or running bond, When walls are ended temporary, the masonry units shall not project in alternate courses Ctoothing), unless approved by the engineer, All rlasonry shall be built to preserve the unobstructed vertical continuity of the cells to be filled, The vertical alignrlent shall be sufficient to rlaintain a clear, unobstructed vertical flue conforrling to the requirerlents in ACI 530,1, 12. Reinforcement Placing: Place all horizontal bars in bond bead units, When 2 bars are used, stagger laps a rlinirlurl of 5'-0", Vertical reinforcerlent shall be held in position at top and bottorl and at intervals not exceeding 200 bar diarleters, Rebar positioners clay be used to achieve this, Horizontal reinforcing shall be placed in bond bead units, except lintel units clay be used over openings, 13. Imbedded Items: All erlbedded iterls Cbolts, etc,) shall be secured in place prior to grouting, Provide a rlinirlurl of 1" grout around all bolts in masonry, 14. Grouting Preparation: Clean all cells and bond beads of excessive rlortar protrusions and other debris before grouting, 15. Grout Pour: Maxirlurl grout without cleanouts 5'-0" in block walls, If required cleanouts shall not be sealed before inspection, The thickness of grout between block and reinforcing steel shall not be less than 1/2" and between parallel bars not lees than 1", 16. Grouting Wall: All cell shall be solidly filled with grout, 17. Grout Consolidation: All grout shall be consolidated by rlechanical vibration using a 3/4" head low velocity vibrator for a few second irlrlediately after placing, Reconsolidation by vibration dust be done after the initial water loss and before initial set, Tiding of reconsolidation is dependent on job site conditions Cweather, rlasonry units, etc,), It clay be 5 or 10 rlinutes, it dust be less than an hour, 18. Construction Joint: When Grouting is stopped for a period of 1 hour or longer, frorl horizontal construction joints by stopping the grout pour 1-1/2 inches rlinirlurl below the upperrlost unit, except at top of wall, 19. Wall Cleaning and Protection: Rerlove concrete scud and grout stains on the wall irlrlediately, After the wall is constructed, do not saturate with water for curing or any other purpose, 20. Special Inspection: Working stress design has been perforrled for this project, Inspection prograrl shall corlply with TSM402/ACI530/ASCES, Table 1,18,1, DESIGN CRITERIA: ROOF DEAD LOAD SNOW LOAD IMPORTANCE FACTOR WIND VELOCITY (3—second gust) WIND EXPOSURE INTERNAL PRESSURE FACTOR Kzt FACTOR r�i nnnnnrr FRONT ELEVATION SCALE: 1 /4" = 1 '-0" All work has been completed without inspection or without providing documentation under original expired permit. Concealed work shall be exposed for inspection or have Engineer of Record verify repairs were completed per provided plans. FOR shall provide a stamped letter describing items inspected and plan compliance. 15 psf 25 psf 1.0 98 mph „B„ 0.18 1.00 FOR SEISMIC DESIGN USED EQUIVALENT LATERAL FORCE PROCEDURE SEISMIC FORCE RESISTING SYSTEM IS BEARING WALL SYSTEM, SPECIAL REINFORCED MASONRY SHEAR WALLS OCCUPANCY CATEGORY II SITE CLASS "D" DESIGN SPECTRAL RESPONSE ACCEL. Sds 1.029 DESIGN SPECTRAL RESPONSE ACCEL Sd1 0.00 IMPORTANCE FACTOR FOR SEISMIC DESIGN 1.0 RESPONSE MODIFICATION FACTOR 5.0 SEISMIC DESIGN CATEGORY "D" SEISMIC RESPONSE COEFFICIENT 0.2058 CMU DESIGN CRITERIA Concrete reinforcing bars #4 8c #5 40000psi Anchor bolts A307 or BTR Net Area Compressive Strength of Masonry 1500psi Net Area compressive Strength of Concrete Masonry Units 1900psi Mortar Type S STRUCTURAL NOTES GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE INTERNATIONAL BUILDING CODE 2018 EDITION, AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: a. PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTION COMPLETED. b. FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. c. BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFLICTS IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS. d. INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. WOOD FRAMING 2x LUMBER TO BE HF#2 or BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE 8c SILL PLATE HF#3 WHERE NOT SPECIFIED ON THE PLANS: a. WOOD IN CONTACT WITH THE WEATHER, SOIL, CONCRETE or MASONRY IS TO BE PRESERVATIVE TREATED. METAL CONNECTOR FOR WOOD: THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS ARE THOSE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE AS SPECIFIED BY SIMPSON. INSPECTIONS: a. PERIODIC SPECIAL INSPECTIONS REQUIRED FOR THE EPDXY GROUTED REBARS AND MASONRY BLOCK INSTALLATION. b. THE INSPECTION CAN BE PROVIDED OTTO ROSENAU 8c ASSOCIATES, INC. 6747 M.L. KING Jr. WAY SOUTH, SEATTLE, WA 98118. Ph: (206) 725-4600 or ANOTHER CERTIFIED AGENCY. EXISTING BUILT—UP ROOFING, SHEATHING AND RAFTERS H3 C�? EACH RAFTER EXISTING SILL PLATE, ADD 1/2"� ANCHOR BOLTS W/3"x3"x1/4" PLATE WASHER Ca? 24"o.c. W/7" EMBEDMENT INTO BOND BEAM b `b � TYPICAL BOND BEAM, (1)—#5 CONT. BARS � 40"o.c. (U.N.O.) o. �.. 8" FULLY GROUTED CMU WALL � �, � N d ° NEW FURRED -OUT ISOLATED d STUD'S WALL, MATCH TO EXISTING e A #5 C�? 40"o.c. VERTICAL, TYP. (U.N.O.) d. d. z � e TYPICAL BOND BEAM, (1)—#5 CONT. �� w � BARS � 40"o.c. (U.N.O.) U N J � EXISTING FLOOR EXISTING GRADE d b d. .. V b d ...I o 0 0 d $ . �I � °, TYPICAL #5 DOWEL C�? 40"o.c. (U.N.O.) o d 6" EMBEDDED INTO EXISTING FOOTING d a USING SET-3G ADHESIVE e . �. . o I EXISTING FOOTING DETA � 99 � 99 SCALE: 1 " = 1'-0" 50b 4Db STANDARD 180dgr HOOK �.c�b r STANDARD 90dgr HOOK 40Db TYPICAL BAR SPLICE REBAR'S HOOKS �c SPLICE FRMGB-34 rn 0 o � U rn ao � v� Qti� w ���� w o0 Z M LJJ � � �ti w � W N � � Lu = Q � Q_ m o_ LL m Uw a ww a �*P* ..,.,**�� � N **.� N �v: �G� •'1'i �:*� �.���,� o :Q � "'*� >«� a0 ~*¢ � �* Z 6 �<v.�� w * � *.*o � .* a a o Q Q a N � M H � J J � N O � � LwL z N � U a J J � ~O II H H � � IV � v J � m m a c� m � � > � g z Z � � z � � � w ui � a 00 � � w w Q U � a o o � o cn O Q 1..` ��//� LL rr ^� VJ � Q z OC�C J G N Z Lf� O W � �..�..� lii J H U w a SHEET TITLE: ELEVATION, NOTES DESIGN CRITERI�� Nov 13 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET N0. S1.2 � � � � � � � � � � � � � � N �I �I �I �I �I MI NI � � � � � � � � o z 0 > 5 > > > > >