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APPROVED BLD ENG PLN_RESUB 1-Architectural_Plan+8.23.2021Zone RS-6 Corner N Flag N Setbacks: Required Actual Front 20' W = 20' 5' N >5' / S =6' Sides Rear 15' E > 15' Other — — — Height 25' 16'-811 APPROVED BY PLANNING Aug 25 2021 Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. - 7" � 1 N 11 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE ...... ...... ...... ...... •� ------ -------------------------- ----------- Duo :i I DOD .J 7-1 1\ I w I . 4 --�'- ------------------------------:----.----- - - -- r City Of Edmonds Building Department Work ADDITION AND PATIO ROOF COVER Address 835 LAUREL WAY ------------------------------ Owner JOHNS ------------------------------------- ---------------------------------- Approved Date 09/07/2021 Building Official r /liQiNJV( �GOox /QiGGt Permit Number BLD2021-1005 Z CM Cn w O 06 W GC W Q a 10899 REGISTERE❑ ARCHITECT BLAKE D. FISHER STATE of WASHINGTON RESUB Aug 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 20I8 Washington State Energy Corte - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits DwelIing_units exeeeding 5 000 sf of conditioned floor area i4. Additions less than 500 square feet: 1 -T credits �1 I\ All other additions shall meet 1-3 above y ---------------------- Be€ore selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heating O tions P Fuel Normalization Descriptions Credits - select ONE heating option User Notes 1 Combustion heating minimum NAECAe 0.0 ❑ 2 Heat pump` 1.0 ❑ 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems -1.0 ❑ Energy Credits - select ONE Options Energy Credit Option Descriptions energy option from each P category 11 1A Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ A1.3 Efficient Building Envelope 0.5 ❑ 1A Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope ❑ 1).5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1a High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.6a High Efficiency HVAC 2.0 ❑ 4A High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System ❑ 1.0 ❑ Summary of Table R406.2 (cont.) Energy Credits - select ONE Energy Credit Option Descriptions (cant.) energy option from User Notes Options each category d 5.1d Efficient Water Heating 0.5 _ ❑ 5,2 Efficient Water Heating 0.5 I ❑ 5.3 Efficient Water Heating 1.0 [ 0 5A Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ 6,1e Renewable Electric Energy (3 credits max) 1.0 7.1 Appliance Package 0.5 ❑ Total Credits ` s $Ud0t-Td Clsar Farm a. An alternative heating source sized at a maximum of 0.5 Wisf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment hsted in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may be combined with options 5.2 through 5,6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f- Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 through 3 of this worksheet for submission to your builcing official. Z CM Cn W O 06 W H W H 2 Q W L.L W J m a 10899 REGISTERE❑ ARCHITECT E HEd RESUB Aug 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 0 0 0 0 0 0 0 I I 0 I OI --------------- - - - - ---------------- / I I I � . . .......................... I ' I I I I I ' I I I I I ' I I I I I - - - - - - - - - - - - - - -I I - - - - - - - - - - --- - -- O O 1 al 0 1 Uo I 0 I 1 I I 0 ' I oo� I I I I I : I I 1 I I I I I 10 I I I I 1 I , I I I I it � I I ' 10 I 1 11 I I I 1 11 I 0 0 0 I 1 I I I O m O 0 1UNIMUNIUMAIIAl 11 11 11 11 11 II 11 11 t-�t 11 � I � i II I I I I L---------- , I I I � \ \ I I I I I I I I I I z w 0 06 W H W H 2 Q w w J m a 10899 FREGISTERED CHITECT BLAKE D. FISHER STATE dF WASHINGT�N RESUB Aug 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE --THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL 7 s; 1S9a APPROVED BY: R. ENGLISH ER-902 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2' x 2' 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL 0- 8" FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE NOTES: 1. CONTRACTOR/OEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE CITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORKS DEPARTMENT s t . IP,`3,) APPROVED BY; R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-900 I � I � I � I � I � I � I � I � I I I I I I I I I i�011111 LLI 0 06 L LI H L LI 2 Q a i0899 REGISTERE❑ ARCHITECT BLAKE D. FISHER STATE OF WASHINGTON RESUB Aug 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z C.3 W O 06 W r� H L] W H 2 Q W L.L W d J m a 10899 REGISTERE❑ ARCHITECT t !HEd RESUB Aug 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT t Z C.3 W O 06 W r� H L] W H 2 Q W L.L W d J m a 10899 FREGISTERED CHITECT BLAKE D. FISHER STATE OF WASHINGTON RESUB Aug 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT / 1 t-t Lim IN \\ I I \\\ I I kl IL -- - -- r \\ I r r \ r \ r \ I r � I I I I I - - _ - _ - - - - - - - 1 - - - - - - - - - - --- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - 7:: - - - - - - - - - - - - - - - - - --- - - - - - I I i - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------------- I ----17------ --- r16i L----- --i----------- i i ----- --------------- ------------ --------------- - - - - - - - - - - - - - - - - - - - - - - - - - - I ------------ --------- ---------------------- - ------------- Z cm cn W O 06 W H L] W H 2 a 10899 REGISTER--] E❑ ARCHITECT BLAKE D. FISHER STATE dF WASHINGT�N RESUB Aug 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT s; J1.. 11i w W,ja1w. 4 A'j w sl�►f►��y[Y■I�s=a1�Iii■ 1■■K■i■■1 ■ 4 10899 REGISTERED l ARCHITECT t KE I7. FISHERQF WASHlNGTd RESUB Aug 23 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGN CRITERIA • CONCRETE SHALL CONFORM TO ACI 318-14 AND IBC CHAPTER 19. POST INSTALLED ANCHORS ABBREVIATIONS • CONCRETE MIX DESIGN SHALL MEET OR EXCEED THE REQUIREMENTS BELOW: • GOVERNING BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE o FOUNDATIONS, STEM WALLS POST -INSTALLED ANCHORS SHALL COMPLY WITH THE LATEST REVISION OF THE ICC-ES ACCEPTANCE ADD'L ADDITIONAL AMENDMENTS. o STRENGTH: 3500 PSI CRITERIA AND HAVE A VALID ICC-ES REPORT OR IAPMO-ES REPORT IN ACCORANCE WITH THE APPLICABLE ALT ALTERNATE • RISK CATEGORY: II o TEST AGE: 28 DAYS BUILDING CODE. ARCH ARCH ITECT/ARHITECTURAIL • CONSTRUCTION LOADS: CONSTRUCTION LOADS (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE o MAXIMUM AGGREGATE: 1 " REFERENCE GENERAL NOTES ABOVE FOR SUBSTITUTION CRITERIA. B/ BOTTOM OF DESIGN LIVE LOAD PER SQUARE FOOT o EXPOSURE CLASSIFICATION: F1, Cl REFERENCE TESTING AND INSPECTIONS SECTION ABOVE FOR SPECIAL INSPECTION CRITERIA FOR POST- • LIVE LOADS: o MAXIMUM W/C RATIO: 0.55 INSTALLED ANCHORS. BLKG BLOCKING o ROOF 20 PSF o TARGET AIR CONTENT: 4.5% (± 1.5%) BM BEAM o FLOOR 40 PSF o MIX NOTES: BOT BOTTOM • SNOW LOADS: o THE MIX DESIGN SHALL MEET THE REQUIREMENTS OF ACI 318-14 CHAPTER 19 BASED ON THE BRG BEARING o GROUND SNOW LOAD 25 PSF EXPOSURE CLASSIFICTIONS IDENTIFIED ABOVE. BTWN BETWEEN o FLAT ROOF SNOW LOAD 17.5 PSF o CONCRETE SHALL HAVE A SLUMP OF 4" ± 1 " AT THE POINT OF DELIVERY. CL CENTERLINE o IMPORTANCE FACTOR 1.0 . ALL CONCRETE MUST ACHIEVE FULL COMPRESSIVE STRENGTH BEFORE BEING SUBJECT TO FREEZING AND CJ CONSTRUCTION/CONTROL JOINT o SNOW EXPOSURE FACTOR Ce 1.0 THAWING CYCLES. CLR CLEAR o THERMAL FACTOR C 1.0 . POSITION AND SECURE EMBEDDED ITEMS PRIOR TO PLACING CONCRETE. REFERENCE ALL CONTRACT CONC CONCRETE o MINIMUM ROOF SNOW LOAD 25 PSF DRAWINGS AND COORDINATE EMBEDDED ITEMS. CONST CONSTRUCTION • WIND LOADS -ASCE 7-10 CHAPTER 28, PART 2 - ENVELOPE PROCEDURE: • REFERENCE TESTING AND SPECIAL INSPECTION SECTION FOR CONCRETE TESTING AND ACCEPTANCE CONT CONTINUOUS o BASIC WIND SPEED: 110 MPH (ULTIMATE) CRITERIA. CTRD CENTERED o EXPOSURE: B . CONCRETE MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS DBL DOUBLE o COMPONENTS & CLADDING: o PORTLAND CEMENT ASTM C150 DET DETAIL o END & CORNER ZONES 30 PSF (ASD) o AGGREGATES ASTM C33 DF DOUGLAS FIR o INTERIOR ZONES 18 PSF (ASD) o MIXING WATER ASTM C1602 DIAG DIAGONAL o ROOF OVERHANG -50 PSF (ASD) o AIR ENTRAINMENT ASTM C260 DWG DRAWING • SEISMIC LOADS - ASCE 7-10 CHAPTER 12, EQUIVALENT LATERAL FORCE PROCEDURE: o MIXING AND TRANSPORTING ASTM C94 OF ASTM C685 EA EACH o IMPORTANCE FACTOR 1.0 • CONCRETE PLACEMENT, CONSOLIDATION AND CURING SHALL BE IN CONFORMANCE WITH ACI 318-14 EF EACH FACE o SS 1.283 g CHAPTER 26. o S, 0.451 g . CONCRETE REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS EN EDGE NAILING o SDS 1.026 g o REINFORCING BARS ASTM A615, GRADE 60 EL ELEVATION o Sp, 0.556 g . REINFORCING BARS SHALL NOT BE WELDED, HEATED OR CUT UNLESS INDICATED ON THE CONTRACT EMBED EMBEDMENT o SITE CLASS D DOCUMENTS OR APPROVED BY THE EOR. ENGR ENGINEER o SEISMIC DESIGN CATEGORY D • REINCORCING COVER REQUIREMENTS SHALL BE: FOR ENGINEER OF RECORD o BASIC SEISMIC FORCE RESISTING SYSTEM o CAST AGAINST EARTH 3" EQ EQUAL o LIGHT FRAMED WOOD WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR o EXPOSED TO WEATHER/EARTH 1-1/2" ES EACH SIDE RESISTANCE o SLABS AND WALLS 3/4" EW EACH WAY o DESIGN BASE SHEAR 6.502 LBS (ASD) . REFERENCE DRAWINGS FOR REINFORCEMENT SPLICES AND DEVELOPMENT LENGTHS. (E) EXISTING o CS 0.158 EXT EXTERIOR • DEFLECTIONS: F/ FACE OF o ROOF TOTAL LOAD L/240 WOOD FLR FLOOR o ROOF LIVE LOAD L/360 o FLOOR TOTAL LOAD L/360 • ALL WOOD PRODUCTS AND CONSTRUCTION SHALL CONFORM TO IBC CHAPTER 23, NDS AND NDS FDTN FOUNDATION o FLOOR LIVE LOAD L/480 SUPPLEMENT (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION), ANSI/TPI 1 (NATIONAL DESIGN FTG FOOTING STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION) GA GAUGE GENERAL NOTES • ALL SAWN LUMBER AND PRE -MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY A GRADE MARK GALV GALVANIZED OR CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY GEN GENERAL • NOTES AND DETAILS IN THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL STRUCTURAL • SAWN LUMBER SHALL CONFORM TO THE GRADING RULES OF WWPA, WCLIB, OR NLGA, AND BE OF SPECIES GLIB GLUE LAMINATED BEAM NOTES. AND GRADE AS LISTED BELOW GR GRADE • THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BEGINNING WORK. ALL UNDERGROUND o STUDS & PLATES (2X & 3X) HF #2 GT GIRDER TRUSS UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO EXCAVATION. THE ARCHITECT AND FOR SHALL o POSTS (4X) HF #2 GWB GYPSUM WALL BOARD BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. o JOISTS (2X) HF #2 HD HOLDOWN • COORDINATE DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DO NOT SCALE STRUCTURAL DRAWINGS. o BEAMS (4X) HF #2 • REFERENCE THE ARCHITECTURAL DRAWINGS FOR OPENINGS, INTERIOR AND EXTERIOR NON -BEARING o BEAMS (6X) DF #1 HDR HEADER WALLS, CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, o POSTS (6X) DF #1 HF HEM -FIR INSERTS, FINISHES, STAIRS, AND DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. WOOD STRUCTURAL SHEATHING SHALL BE APA RATED AND CONFORM TO THE PRODUCT STANDARDS PS-1- HORIZ HORIZONTAL • METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE 95 & PS-2-92 OF THE US DEPARTMENT OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA). HSS HOLLOW STRUCTURAL SECTION CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE o ROOF SHEATHING HT HEIGHT THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. o THICKNESS 15/32" INT INTERIOR • THE CONTRACT DRAWINGS REPRESENT THE STRUCTURE IN ITS FINISHED STATE. THEY DO NOT INDICATE o SPAN RATING 24/16 Ld DEVELOPMENT LENGTH THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO o GRADE C-D LONG LONGITUDINAL PROTECT THE STRUCTURE, WORKERS, AND VISITORS DURING CONSTRUCTION, INCLUDING BUT NOT LIMITED o EXPOSURE 1 Ls SPLICE LENGTH TO BRACING, SHORING, AND SAFETY STANDARDS SUCH AS OSHA AND WSHA. A VISIT TO THE SITE BY THE o FLOOR SHEATHING LSL LAMINATED STRAND LUMBER FOR SHALL NOT INCLUDE REVIEW OF THESE ITEMS. o THICKNESS 23/32" LVL LAMINATED VENEER LUMBER • OPENINGS, NOTCHES, HOLES, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS o SPAN RATING 24 OC MAX MAXIMUM SPECIFICALLY DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. o GRADE STUDD-1 FLOOR MECH MECHANICAL • PRODUCTS SPECIFIED IN THESE DRAWINGS ARE USED AS THE BASIS OF DESIGN FOR THE PROJECT. o EXPOSURE 1 MFR MANUFACTURER SUBSTITUTIONS MAY BE SUBMITTED TO THE FOR FOR REVIEW. SUBSTITUTION REQUESTS MUST CONTAIN o WALL SHEATHING MIN MINIMUM A CURRENT ICC-ESR OR IAPMO-ER REPORT IDENTIFYING THE SAME OR GREATER LOAD CAPACITY FOR THE o THICKNESS 15/32" MISC MISCELLANEOUS REQUESTED COMPONENT. o SPAN RATING 32/16 MTL METAL • DETAILS IDENTIFIED ON THE STRUCTURAL DRAWINGS SHALL APPLY IN ESTIMATING AND CONSTRUCTION TO o GRADE C-D EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERY INSTANCE. o EXPOSURE 1 (N) NEW NOM NOMINAL DEFERRED SUBMITTALS ENGINEERED WOOD PRODUCTS: THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED BY NOTSCALE TRUSJOIST BY WEYERHAEUER WHICH WAS USED AS THE BASIS OF DESIGN FOR THIS PROJECT. ALTERNATE • ALL PRE-ENGINEERED, PRE -FABRICATED, AND PRE -MANUFACTURED PRODUCTS DESIGNED BY OTHERS PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC-ESR/ OC OPP ON CENTER OPPOSITE SHALL BE DESIGNED FOR ALL APPLICABLE LOADING AND DEFLECTIONS OUTLINED ABOVE. DESIGN SHALL IAPMO-ER APPROVAL FOR EQUIVALENT OR GREATER CAPACITY AND ARE REVIEWED AND APPROVED BY THE OSB ORIENTED STRAND BOARD CONFORM TO THE PROJECT DRAWINGS, REFERENCE STANDARDS, AND THE GOVERNING CODE. EOR. OWWJ OPEN WEB WOOD JOIST • DRAWINGS, CALCULATIONS AND PROUCT DATA FOR THE DESIGN AND FABRICATIONS OF DEFERRED o LAMINATED VENEER LUMBER (LVL) CONFORMING TO ICC ES REPORT NUMBER ESR-1387 SUBMITTAL ITEMS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED o PARALLEL STRAND LUMBER (PSL) CONFORMING TO ICC ES REPORT NUMBER ESR-1387. USE PL PLATE IN THE STATE OF WASHINGTON WHO IS RESPONSIBLE FOR THE DESIGN OF THE ITEMS. DEFERRED 2.2E GRADE UNLESS NOTED OTHERWISE. PERP PERPENDICULAR SUBMITTAL INFORMATION SHALL BE SUBMITTED TO THE ARCHITECT/EOR AND BUILDING DEPARTMENT AS o LAMINATED STRAND LUMBER (LSL) CONFORMING TO ICC ES REPORT NUMBER ESR-1387. PLY PLYWOOD REQUIRED FOR REVIEW PRIOR TO FABRICATION. FOR REVIEW IS FOR GENERAL CONFORMANCE WITH THE o 1 JOISTS (TJI) CONFORMING TO ICC ES REPORT NUMBER ER-1153. THE MANUFACTURER SHALL PSL PARALLEL STRAND LUMBER DESIGN CRITERIA AND PROJECT DRAWINGS. ALL NECESSARY HARDWARE, ANCHORAGE, AND BRACING DESIGN THE JOISTS FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. JOISTS SHALL PT PRESSURE TREATED SPECIFICATIONS SHALL BE FURNISHED BY THE MANUFACTURER. THE DESIGN AND CONNECTION TO THE HAVE WOOD CHORDS AND SOLID WOOD WEBS. REF REFERENCE PRIMARY STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER IN CHARGE OF THE DEFERRED SUBMITTAL THE LATEST PRODUCT CATALOGS PRODUCED BY THE SIMPSON STRONG -TIE COMPANY, INC WERE USED REINF REINFORCING ITEMS. DEFERRED SUBMITTAL ITEMS INCLUDE: AS THE BASIS OF DESIGN FOR THIS PROJECT REFERENCE GENERAL NOTES ABOVE FOR SUBSTITUTION REQ'D REQUIRED o STRUCTURAL STEEL FRAMING CRITERIA. RET RETAINING o SIMPSON WOOD STRONG WALLS • WOOD CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURERE'S PROVIDED INSTALLATION SCHED SCHEDULE INSTRUCTIONS TO OBTAIN THE MAXIMUM LOAD CAPACITY OF THE CONNECTOR, UNLESS NOTED OTHERWISE SEC SECTION TESTING & SPECIAL INSPECTIONS IN THE DRAWINGS. SHTG SHEATHING • NAILING SHALL CONFORM TO IBC TABLE 2304.10.1 UNLESS MORE RESTRICTIVE NAILING IS INDICATED ON SIM SIMILAR • BUILDING OFFICIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH IBC SECTION 110. THE THE PLANS OR DETAILS. CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. • NAILS SHALL BE COMMON SIZES UNLESS NOTED OTHERWISE ON THE DRAWINGS. SOG SLAB -ON -GRADE • SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT, THIRD -PARTY INSPECTOR. SPECIAL • NAILS AND STAPLES SHALL CONFORM TO IBC SECTION 2303.6. SPEC SPECIFICATION INSPECTIONS SHALL BE PERFORMED AS OUTLINED BELOW. THE CONTRACTOR SHALL COORDINATE ALL • NAIL SIZES SHALL BE AS FOLLOWS: SQ SQUARE REQUIRED SPECIAL INSPECTIONS. SUBMIT COPIES OF ALL SPECIAL INSPECTION REPORTS TO THE FOR FOR o 8D COMMON LENGTH = 2-1/2" DIAMETER=0.131 " STD STANDARD REVIEW. o 10D COMMON LENGTH = 3" DIAMETER = 0.148" STIFF STIFFENER o FOUNDATION REINFORCING PRIOR TO POURING o 16D COMMON LENGTH = 3-1/2" DIAMETER = 0.162" STRUCT STRUCTURAL o FOUNDATION REINFORCING AND ANCHOR PLACEMENT AT WOOD STRONG WALL FOOTINGS o 16D SINKER LENGTH = 3-1/4" DIAMETER 0.148" SW SHEAR WALL o SHEAR WALL AND DIAPHRAGM FASTENING, ANCHOR BOLTS & HOLD DOWNS . LAG SCREWS AND THRU BOLTS SHALL BE A307. PROVIDE PLATE WASHERS UNDER HEADS AND NUTS OF ALL T/ TOP OF • STRUCTURAL OBSERVATIONS, WHEN REQUIRED BY THE PROVISIONS OF CHAPTER 17 OF THE IBC, BOLTS AND LAG SCREWS BEARING ON WOOD. T&B TOP & BOTTOM THE OWNER OR OWNER'S AUTHORIZED AGENT SHALL EMPLOY THE FOR TO PERFORM STRUCTURAL • SHEAR WALL HOLDOWN HARDWARE IS SPECIFIED FROM THE LATEST PRODUCT CATALOGS PRODUCED T&G TONGUE & GROOVE OBSERVATIONS. STRUCTURAL OBSERVATIONS DO NOT INCLUDE OR WAIVE THE RESPONSIBILITY BUILDING BY THE SIMPSON STRONG -TIE COMPANY, INC. PROVIDE ADDITIONAL FRAMING MEMBERS PER THE THK THICK DEPARTMENT INSPECTIONS OR THIRD PARTY SPECIAL INSPECTIONS, OR ANY OTHER INSPECTIONS MANUFACTURER'S INSTALLATION INSTRUCTIONS TO ACHIEVE THE MAXIMUM CAPACITY DO NOT THRU THROUGH REQUIRED BY CODE. COUNTERSINK HOLDOWN BOLTS. TJI TRUSJOIST WOOD I JOIST FOUNDATIONS UNLESS NOTED OTHERWISE ON THE DRAWINGS, CONSTRUCTION SHALL CONFORM TO IBC SECTION 2308 TRANS TRANSVERSE - CONVENTIONAL LIGHT -FRAME CONSTRUCTION" AND IBC SECTION 2304 - GENERAL CONSTRUCTION TYP TYPICAL • CONFORM TO IBC CHAPTER 18 FOR SOILS AND FOUNDATIONS. REQUIREMENTS. UNO UNLESS NOTED OTHERWISE • ALLOWABLE SOIL BEARING PRESSURE - A GEOTECHNICAL REPORT WAS NOT PROVIDED FOR THIS PROJECT. • WOOD MATERIALS IN DIRECT CONTACT WITH CONCRETE OR OTHERWISE REQUIRED TO BE PRESERVATIVE VERT VERTICAL PRESUMPTIVE SOIL LOAD -BEARING VALUES BELOW WERE USED AS THE BASIS OF DESIGN. TREATED SHALL CONFORM TO THE STANDARDS OF THE AMERICAN WOOD -PRESERVERS ASSOCIATION WHS WELDED HEADED STUD o 1500 PSF [IBC 2015 TABLE 1806.2] (AWPA). METAL HARDWARE AND FASTENERS INCONTACT WITH PT WOOD SHALL BE STAINLESS STEEL TYPE • ALL FOUNDATIONS AND SLABS -ON -GRADE SHALL BEAR ON STRUCTURAL COMPACTED FILL OR COMPETENT 316L, HOT DIP GALVANIZED, OR Z-MAX COATED PROVIDED THE ZINC CONTENT IS AT LEAST 1.85 OZ/SF WTS WELDED THREADED STUD WWF WELDED WIRE FABRIC NATIVE SOIL. EXTERIOR AND PERMITER FOOTINGS SHALL HAVE A MINIMUM DEPTH OF 18" AND INTERIOR FOOTINGS SHALL HAVE A MINIMUM DEPTH OF 12". w Lu C cf) o 00 01 O EQ a) o �z >= 3N z a > �w w� . o z 0" N o t.J } 00 Z C) O UW U Lq ROSE w •\\� of WAS, ro% 54970 o�FSs�ONALE�G\�� 6/11 /2021 © 2021 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. w U w Q Q Q Cn LLJ W �O U J z �� I oo O DESIGNED BY CRW DRAWN BY CRW DATE DESCRIPTION 6/10/2021 PERMIT SHEET TITLE STRUCTURAL GENERAL NOTES SHEET NUMBER S1.0 PROJECT NUMBER 21-21 DEVI LAP SPLICE AND DEVELOPMENT LENGTHS f'c = 3500 PSI BAR SIZE DEVELOPMENT LENGTH, d CLASS B SPLICE, Ls L dh STANDARD TOP STANDARD TOP #3 15 20 20 26 8 #4 20 26 26 34 10 #5 25 1 33 1 33 1 43 1 13 #6 30 1 40 1 40 1 51 1 15 NOTES: 1. UNCOATED REBAR AND NORMAL WEIGHT CONCRETE. 2. TOP BAR INDICATES THE HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW. 3. Ldh INDICATES HOOKED BAR DEVELOPMENT LENGTH. TYPICAL LAP SLICE & DEVELOPMENT LENGTHS SCALE: 1 /4'' = V-0" FLOOR SHEATHING PER PLAN FULL HEIGHT BLOCKING @ 4'-0" OC MAX PROVIDE DIAPHRAGM EDGE NAILING AT BLOCKING FLOOR JOISTS PER PLAN TYP STEM WALL 2'-6" MAX UNBALANCED SOIL HEIGHT COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL NOTE: REFERENCE SHEAR WALL SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION. PARALLEL FLOOR JOISTS ( SCALE: 3/4" = V-0" SW PER PLAN REFERENCE SHEAR WALL SCHEDULE FOR REMAINING INFORMATION PT SILL PLATE AND ANCHOR BOLT PER SHEAR WALL SCHEDULE HD ANCHOR EMBEDMENT TO BE FROM T/FTG — CONC STEM WALL & FTG REFERENCE PLAN FOR DIMS AND REINFORCEMENT B/FTG TO BE 2-0" MIN BELOW FINISHED GRADE STEM WALL STEM WALL REINF PER PLAN STEM WALL AND FOOTING PER PLAN DOWELS TO MATCH (N) STEM WALL REINF W/ 4" EMBED INTO (E) STEM WALL EXISTING STEM WALL AND FTG T/GRAD E ALIGN BOT OF (N) FTG FIELD VERIFY 18'' MIN WITH (E) FTG FOOTING DEPTH NEW FOUNDATION AT EXISTING SCALE: NTS FLOOR SHEATHING PER PLAN FLOOR JOISTS PER PLAN TYP STEM WALL 2'-6" MAX UNBALANCED SOIL HEIGHT COMPETENT NATIVE SOIL OR \ COMPACTED STRUCTURAL FILL NOTE: REFERENCE SHEAR WALL SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION. SW PER PLAN REFERENCE SHEAR WALL SCHEDULE FOR REMAINING INFORMATION PT SILL PLATE AND ANCHOR BOLT PER SHEAR WALL SCHEDULE HD ANCHOR EMBEDMENT TO BE FROM T/FTG CONC STEM WALL & FTG REFERENCE PLAN FOR DIMS AND REINFORCEMENT B/FTG TO BE 2'-0" MIN BELOW FINISHED GRADE PERPENDICULAR FLOOR JOISTS @ STEM WALL SCALE: 3/4" = V-0" W� �o Lo ,�co O EQ Z 3 Zw�� ~~ J O Lu00 • Z � � N ~ V — O z 0 UW U (i ROSE w "'Asro% 54970 o�FSs�ONALE�G\�� 6/11 /2021 © 2021 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. w U w Q Q 0 (n W 0 W IIr IIr D O UD J > z �Lu I oo O D DESIGNED BY CRW DRAWN BY CRW DATE DESCRIPTION 6/10/2021 PERMIT SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER S3.0 PROJECT NUMBER 21-21 F A c DEVI STEMWALL & REINFORCING PER PLAN EQ 6" MIN 6-1/2" PER MFR WSWH ANCHORAGE SCALE: 3/4" = V-0" 8" MIN WSWH-HSR EXTENSION KIT WHEN REQ'D TO G ACHIEVE FTG EMBEDMENT a NOTES: 1. MAINTAIN END DISTANCES TO PREVENT SCREWS FROM PENETRATING THROUGH THE OUTER EDGES. 2. INSTALL SCREWS PERPENDICULAR TO THE TOP PLATE. EQ — WSWH-AB1 #4 REBAR (SEE DETAIL 22-NOTE 7) FOUNDATION AND REINFORCEMENT PER PLAN INSTALL SIDS 1/4"x6" SCREWS IN (2) ROWS AS SHOWN AND COUNTERSINK AS REQ'D 1" MIN FROM EDGE 1-1/4" MIN ROW SPACING • • • • 1/2" MIN AT EDGE 1-3/8" OC MIN 1/2" MIN SIDS TIP TO CHASE PLAN VIEW SIDS SCREW SPACING DOUBLE TOP PLATES SIMPSON LTP4 FRAMING ANCHORS SIMPSON A35 FRAMING ANCHORS WSWH PER PLAN WSWH @ GABLE END SCALE: 3/4" = 1'-0" 4" MIN. CLEARAN( INTERIOR ELEVATION END OF PANEL TO NEAREST SCREW 4 WSWH TO BE INSTALLED DIRECTLY ON FOUNDATION. CONTRACTOR TO VFY HEIGHT OF WSWH TO INCLUDE DEPTH OF THE FLOOR SYSTEM FLOOR JOISTS PER PLAN SILL PL PER DETAIL 5/S3.0 ANCHORAGE PER PLAN & 1 /S3.1 SIMPSON ITS JOIST HANGER WSWH @ FLOOR FRAMING SCALE: 3/4'' = T-0" (4) SIMPSON LTP4 OR A35 FRAMING ANGLES. MAY BE USED IN COMBINATION (2 PER SIDE). NO HOLES IN HATCHED REGION. QTY. OF SDSX4`x6" SCREWS REQ'D. WSWH12 4 WSWH18 8 WSWH24 16 EDGE DISTANCE FOR SCREWS SLOPE A (in.) B (in.) 0:12-4:12 2 3 5:12-8:12 5 1 /2 20 1 /2 9:12-12:12 51/2 251/2 INSTALLATION NOTES: 1. ACTUAL CUT LENGTH (L) MUST BE GREATER THAN OR EQUAL TO PANEL WIDTH (W). SECTION WSWH-TP CONNECTION MODEL NO. FASTENER QUANTITY SWS16150 SDS25600 WSWH-TP12 14 2 WSWH-TP18 26 4 WSWH-TP24 46 8 ATTACH WSWH-TP PLATE ON EXTERIOR FACE ONLY WSWH WITH A COMBINATION OF SIDS 1/4"x6" AND SWS16150 CONNECTOR SCREWS PER MANUFACTURER INSTRUCTIONS DBL TOP PL 7/8'' MAX WOOD SHIM OPTIONAL 1" 0 x 1/4'' DEEP COUNTERBORE INSTALL SDS25600 SCREWS AT AN ANGLE THAT PREVENTS THEM FROM EXITING SIDE OF FRAMING, APPROX 300, TYP SWS16150 SDS25600 FURRING WSWH PER AS REQ'D PLAN SECTION SECTION 4x FRAMING 6x FRAMING WSWH TOP CONNECTION SCALE: 3/4'' = 1'-0" ROOF SHTG TJI @ RIDGE BEAM SCALE: 1-1/2'' = T-0" PER PLAN AM FROM TOP 'ER ARCH FULL HT SOLID 2x BLKG TJI @ RIDGE BEAM SCALE: 1-1/2'' = V-0" 31DE IFR 0 Eol Q o o �� >= 3N Si I a > � Lu . .jLu �•° Z 00 N 0 } 00 Z C) o Uw U (j ROSE w WAS Irl 54970 o�FSs�ONALE�G\�� 6/11 /2021 © 2021 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. W U w aQ Q V) LLJ W �O U g:�i z �� 00 O D DESIGNED BY CRW DRAWN BY CRW DATE DESCRIPTION 6/10/2021 PERMIT SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER S3.1 PROJECT NUMBER 21-21 Aw DEVI