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APPROVED BLD RESUB 1-BLD2024-0911+Architectural Plan+8.27.2024_2.47.08_PM+4465998APPROVED PLANS MUST BE ON JOB SITE City Of Edmonds Building Department BLD2024-0911 -------------------------------- 18717SOUND VIEW PL ------------------------------- PRYOR d Date Official luII tuber Ir 09/03/2024 BLD2024-0911 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE PROJEGt INFORMAtION SITE ADDRESS 18717 SOUND 1/IEUJ PL, EDMONDS, UJA 98020 OUJNER 18�1 � SOUND YIEUJ PL, EDMONDS, UJA 98020 - - - - - - - - - � � HARDWARE 8 FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED � j WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL STAINLESS j STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF - - - - j MANUFACTURER'S RECOMMENDATIONSA MINIMUM OF ASTM A653 TYPE j G185ZlNC-COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USEO. � � IRC R311.3.1 IBC 2304.185.1 j 0 0 a� • k-a !o ,•°°`a �'e i 3 vCiy ull Blake Pl - R`$� a �� F YIGINItI' MAP RESUB Aug 28 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ADDRESS 18�1 � SOUND YIEUJ PL PARGEL� 0043�600�00100 1=0R� JOAN PR1'OR SGALE� ��=1 �0�" g�-: SAMUEL GUMMINCxS •--- ��!� :� � �� 3�� --� �� ICI i CGS ��3� � GENERAL NOTES: 2021 INTERNATIONAL RESIDENTIAL GORE �®F3 EDITION AND ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION TO BE FOLLOWED. 2618 INTERNATIONAL RESIDENTIAL GORE �� WASHINGTON STATE ENERGY CODE 2021 ALL DIMENSIONS ARE FRAMING TO FRAMING AND BASED ON ACTUAL MATERIAL THICKNESS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS OF A PROJECT AND NOTIFY ANY OMISSIONS OR DISCREPANCIES TO THE DESIGNER PRIOR TO PRECEDING WITH WORK, OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK CONTRACTORS SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS HAVE BEEN INSTALLED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ENERGY NOtEB: EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, AND ALL OTHER SUCH OPENINGS SHALL BE SEALED, CAULKED OR WATHER-STRIPPED TO LIMIT AIR LEAKAGE TEMPERED GLAZING NOTES: WINDOWS LABELE�j�j�PERED' ON FLOOR PLAN SHALL COMPLY WITA'7SF�IRG FOR MANUF. LABEL DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES AND SHALL BE VISIBLE IN THE FINAL INSTALLATION THERE WIIL NO NEW IMPERABLE SURFACES THIS PROJECT. THE ONLY IMPERABLE SURFACE WILL BE THE 2'X2'X4' CONCRETE FOOTTINGS. CODES: ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2021 �a INTERNATIONAL RESIDENTIAL GORE CIRG) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING= AUTHORITY. ENGINEERED DESIGN IN ACCORDANCE WITH THE INTERNATIONAL BUILDING GORE IS PERMITTED FOR ALL BUILDINGS AND STRUCTURES, AND PARTS THEREOF, INCLUDED IN THE SCOPE OF THIS CODE URG R301.1.3). ALL REFERENCE TO OTHER CODES AND STANDARDS, (AGI, ASTM, ETC.,), SHALL BE FOR THE LATEST OR MOST CURRENT EDITION AVAILABLE. DESIGN CRITERIA: UNIFORMLOADS: LOADS UVE LOAD DEAD LOAD DESIGN LOAD DECK 66 PSF 16 PSF l6 PSF NOTE 2: A 2XI0 PRESSURE -TREATED (PT) LEDGER WILL BE ATTACHED TO THE OUTSIDE LEDGER OF THE FRAME OF THE HOUSE USING 3-5/8" LEDGERLOG WASHER HEAD LAG BOLTS SPACED EVERY 9" LAID OUT IN A ZIG-ZAG PATTERN. THE REST OF THE FRAME OF THE DECK WILL BE CONSTRUCTED USING 2"XI0" PT LUMBER FOR ALL JOISTS. THE BEAM AND OUTSIDE RIM JOISTS WILL BE CONSTRUCTED OF 4"XI9" PT LUMBER. THE POSTS WILL BE CONSTRUCTED OF 4"X4" PT LUMBER AND 4"X4" PT LUMBER WILL BE USED FOR 45 DEGREE BRACING. SIMPSON STRONG= -TIE LUZ 210 BRACKETS WILL BE USED TO ATTACH THE JOISTS TO THE LEDGER AND THE BEAM. SIMPSON HUG410Z BRACKETS WILL BE USED FOR ATTACHING THE OUTSIDE RIM JOISTS TO THE LEDGER. THE INSIDE 4 CORNERS OF THE DECK WHERE THE OUTSIDE RIM JOISTS MEET THE LEDGER AND THE BEAM WILL BE REINFORCED WITH SIMPSON L90Z BRACKETS. WHERE THE TWO POSTS ATTACH TO THE RIM JOISTS/BEAMS 4 SIMPSON AG4Z BRACKETS WILL BE USED TO ATTACH THE TOPS OF THE 4X4 PT POSTS TO THE RIM JOISTS/BEAMS. THE AG4Z BRACKETS WILL BE HELD TO THE JOISTS/BEAMS USING SIMPSON 1.5" SDR9112 SD CONNECTOR SCREWS. THE KNEE BRACES WILL BE ATTACHED TO THE 4X4 PT POSTS USING TWO 8-INCH TIMBER LOCK LAGS AND WILL BE ATTACHED TO THE RIM JOISTS/BEAMS ALSO USING= TWO 8-INCH TIMBER LOCK LAC= BOLTS GLAZING NOtEB THE GLAZING PRODUCT BEING USED FOR THE WINDOWS WILL BE SEALED IN USING PROSOGO FAST FLASH WHILE GAPS UP TO '/i' WILL BE FILLED WITH PROSOGO JOINT AND SEAM. THE PROSOGO PRODUCTS ARE LIQUID GLAZING PRODUCTS THAT GAN BE USED IN CONJUNCTION WITH METAL FLASHING= PRODUCTS. THE DOOR WILL BE GLAZED/FLASHED IN THE SAME FASHION, HOWEVER, THERE WILL BE A FIXED METAL FLASHING PIECE COMBINED WITH THE PROSOGO PRODUCT THAT WILL SERVE AS A DAM AT THE BASE OF THE DOOR. THE PROSOGO PRODUCT WILL BE THEN SEALED ONTO/OVER THE EXISTING 60 MINUTE VAPOR BARRIER. AFTER THIS PROCESS, WHERE THE PREPPED WINDOW AND DOOR OPENINGS HAVE CURED, THE WINDOW AND DOOR WILL THEN BE SEALED EACH INTO THEIR OPENINGS ON THE TOP AND BOTH SIDES WHILE LEAVING THE BOTTOM OPEN TO WEEP. TECHNICAL EXPLANATION OF WINDOW TO DOOR THE EXISTINCa WINDOW MEASURES 86 INCHES IN WIDTH AND HAS A HEADER. THE TOP OF THE WINDOW SITS AT 86 INCHES HICaH. THE NEW DOOR WILL BE 89 INCHES HICxH AS WELL AND WILL MEASURE �2 INCHES IN WIDTH. THE NEW DOOR WILL BE ABLE TO BE INSTALLED USINCx THE ORICxINAL HEADER INSTALLED FOR THE WINDOW AND WILL BE FURTHER REINFORCED BY ADDINCs ADDITIONAL STUDS TO FRAME IN THE NEW DOOR WHICH WILL CARRY TO THE UNDERSIDE OF THE EXISTINGx HEADER GREATINCa A MORE SOUNDLY ENGINEERED FENESTRATION. ENERGY GORES: R4023 FENESTRATION (PRESCRIPTIVE). IN ADDITION TO THE REQUIREMENTS OF SECTION R402, FENESTRATION SHALL COMPLY WITH SECTIONS R462.3.1 THROUGH R402.3.6. R462.3.1 U-FACTOR. AN AREA -WEIGHTED AVERAGE OF FENESTRATION PRODUCTS SHALL BE PERMITTED TO SATISFY THE U-FACTOR REQUIREMENTS. R462.3.2 GLAZED FENESTRATION SHGG. AN AREA -WEIGHTED AVERAGE OF FENESTRATION PRODUCTS MORE THAN 56 PERCENT GLAZED SHALL BE PERMITTED TO SATISFY THE SHGG REQUIREMENTS. DYNAMIC GLAZING SHALL BE PERMITTED TO SATISFY THE SHGG REQUIREMENTS OF TABLE R492.1.2 PROVIDED THE RATION OF THE HIGHER TO LOWER LABELED SHGG IS GREATER THAN OR EQUAL TO 24, AND THE DYNAMIC GLAZING IS AUTOMATICALLY CONTROLLED TO MODULATE THE AMOUNT OF SOLAR GAIN INTO THE SPACE IN MULTIPLE STEPS. DYNAMIC GLAZING SHALL BE CONSIDERED SEPARATELY FROM OTHER FENESTRATION, AND AREA -WEIGHED AVERAGING WITH OTHER FENESTRATION THAT IS NOT DYNAMIC GLAZING SHALL NOT BE PERMITTED. EXGEPTION� DYNAMIC GLAZING IS NOT REQUIRED TO COMPLY WITH THIS SECTION WHEN BOTH THE LOWER AND HIGHER LABELED SHGG ALREADY COMPLY WITH THE REQUIREMENTS OF TABLE R462.12. R402.3.3 GLAZED FENESTRATION EXEMPTION. UP TO 15 SQUARE FEET (14 M2) OF GLAZED FENESTRATION PER DUELING UNIT SHALL BE PERMITTED TO BE EXEMPT FROM U-FACTOR AND SHGG REQUIREMENTS IN SECTION R402.12. THIS EXEMPTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R462.14 AND THE TOTAL UA ALTERNATIVE IN SECTION R402.1.5. R402.3.4 OPAQUE DOOR EXEMPTION. ONE SIDE -HINGED OPAQUE DOOR ASSEMBLY UP TO 24 SQUARE FEET C222 M2) IN AREA IS EXEMPTED FROM THE U-FACTOR REQUIREMENT IN SECTION R462.14. THIS EXEMPTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION R402.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION R402.15. Door Schedule Type Frame Gas Type Gap width Inch Thermal Break Spacer Qty U-factor Height Inch Width Inch Area UA CPD Total ODA ODA x U Fixed Vin I Slidin Door Vin I Ar on 1/2" Vin I Ed eGardMAx 1 0.42 Eft 8 6ft 0 40 16.4 MIL-A-147-04737-00003 40 16.8 RESUB Aug 28 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT