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APPROVED BLD PLN-BLD2023-0416+Architectural_Plan+4.4.2023_3.13.32_PM+3462957IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY O �„ 4'-0" e � , rr D, � � I, 4" CONC. SLAB -ON -GRADE LANDING 11'-3" 2'-2�4" 7'-10�4" 21 r---� I I I I I L___J �` LINE OF WALL BELOW FOOTING SCHEDULE: 21 21"x21"x8" DEEP CONCRETE FOOTING r---� I I REINFORCING PER SECTIONS BELOW ® i IN FIGURE R507.3 L___J REVISIONS DATE PAGES CHANGES REV1 REV2 REV3 REV4 REV5 APPROVED BY PLANNING %� /���� Apr 24 2023 EXISTING DWELLING City Of Edmonds Building Department work ALMOND DECK ____________________ Address $27 FIRST owner ; DOUGLAS ALMOND Approved Date; 4/19/2023 Building Official /LP�U�jil �eo���e� Permit Number gLD2023-0416 U. (PRESERVATIVE -TREATED LUMBER REQUIRED WHERE FLOOR ■ JOISTS ARE CLOSER THAN 18" TO THE EXPOSED GROUND, I ■WHERE FLOOR GIRDERS ARE CLOSER THAN 12" TO THE (EXPOSED GROUND, ALL WOOD ON CONCRETE OR MASONRY ■ ■IN DIRECT CONTACT WITH THE GROUND, EXTERIOR SIDING, ISHEATHING AND FRAMING WITH A CLEARANCE LESS THAN 6" ■ TO THE GROUND OR 2" TO CONCRETE SURFACES, ANY WOOD I ■ATTACHED DIRECTLY TO THE INTERIOR OF MASONRY OR `CONCRETE WALLS BELOW GRADE. ■ 7'-10�4" OUTLINE OF DECK ABOVE 21 21 I I I I I � I I ® I I I I I �8: ��% „ 76 (RFFFRF�cFJ ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 7'-10�4" 2�_2�4 I 21 �, �---� I I `v I ® I I I L___J APPROVED PLANS MUST BE ON JOB SITE I DECK CONSTRUCTION TO CONSIST OF APPROVED ■WOODS OF NATURAL RESISTANCE TO DECAY OR I BE TREATED WOOD AND LABELED ACCORDINGLY. ■ I RC R317.1 & R317.2 ■ I FASTENERS FOR PRESERVATIVE -TREATED AND I ■ FIRE -RETARDANT -TREATED WOOD SHALL BE OF ■ (HOT -DIPPED ZINC -COATED GALVANIZED STEEL, I .STAINLESS STEEL, SILICON BRONZE OR COPPER. ■ (COATING WEIGHTS FOR ZINC -COATED FASTENERS I ■SHALL BE IN ACCORDANCE WITH ASTM A153. IRC �R317.3 � MANUFACTURED TYPICAL P.T. POST z � POST CONNECTOR �m Q �O J Q z_ 12 GRADE ±1 PD D � �D II II o o� � D o� o pn o> o p ,Dp e P P= D DD c D D n n � o � p p � n D p �/z" DIAMETER THROUGH _ z Q PER TABLE BOLTS IN BOTH DIRECTIONS � � o w NOTE: NOT SCREWS 4" GRAVEL � � �� Z w NOTE: � � POSTS MUST BE CENTERED ON OR IN FOOTING FIGURE R507.3 DECK POSTS TO DECK FOOTING CONNECTION PLAN NORTH LAN �RTH 2 I DECK FRAMING PLAN SCALE:1/4"=�'-o" I 0 n, �J �� I�I�I■II■I►��lI�I�I�I�I�I�I�II III _ III �'�., 1 II-_ 1 ' '� � � �� �'I m J m � J 'o U � I� � z a l7 � w N � oo ap � In o, w 6l L!1 wa U �a > Q �� � m a, dl L �i �w �z � � � � � a �o z Q� � o OC 3 Q Q in N N O lq''�,p`��f� N d i�� 0 E w 0 V c O .� v 0 0 0 0 0 0 0 0 0 z Plan Title Deck Framing Designs Douglas Almond Date 03/17/2023 23-010-01 Plan Revisions — O — O O 0 - - O - Sheet: oz 1 I FOOTING PLACEMENT PLAN SCALE:1/4"=1'-0" 3 I WEST ELEVATION SCALE: 1/4"=1'-0" IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY FASTENMASTER TECHNICAL. BULLETIN Determine the proper spacing of LedgerLOK fasteners from Table 1 below based on: • Live load requirement for your local code • Rim material that you are attaching to • Ledger material being attached to the house Joist span as measured from the ledger to the first supporting beam TABLE 1: Fastening pattern ifor attachnr�ent of ledger to rim board using) LedgerLOIK �� ��� � � � � � � � � � � � � 1 � � � � � � � � � � S Doug. Fir 2x Lumber 2'4 18 14 12 10 9 8 or S. Pine EW Rim 2'S 19 15 12 10 9 8 40 psf 2x Lumber 2'0 15 12 10 8 7 6 Hem Fir EW Rim 2'S 19 15 12 10 9 8 Doug. Fir 2x Lumber 17 13 10 8 7 6 5 or S. Pine EW Rim 18 13 10 9 7 6 6 60 psf 2x Lumber 14 11 8 7 6 5 4 Hem Fir EW Rim 18 13 10 9 7 6 b Exterior Wall Sheathing Deck Ledger Deck Joist Deck Board Max 24" fr9m end ual Distance ual Distance c:n ...- win o��+o ual Distance Max 24" rom end, Deck boards not shown in this area for clarity ILedgerLOK fastening patterns outlined in this table provide equal or better performance to lag screw patterns in the 2009 and 2012 IRC in accordance • Choose 3 5/8" or 5" LedgerLOK so that The proprietary galvanized and polymer coating applied to lrhe �u✓ith IRC sections R104.11 and in accordance with generally accepted engineering practice. Design values used to create these patterns wens derived threads fully engage the rim material and L�edgerLOK has been tested under the current ICC standard 1=or ifrom individual fastener testing under ICC Acceptance Criteria AC233 (ESR #1078) as well as full system testing directly comparing lag screw and fastener tip extends beyond the inside face of evaluating corrosion resistance in treated lumber (AC257) and ILedgerLOK performance in ledger to rim connections using generally accepted industry standards used to generate the IRC fastener spacing tables for _ the rim joist. deemed suitable alternative to code -approved hot -dipped gailvanized (lag screws. • lJse a high torque, 1 /2" variable speed drill coatings when exposed to ground contact ACQ preservative •Ledger materials must be a minimum of 2 x 8 nominal dimensional pressure -preservative -treated No. 2 lumber from any of the following species: 1,18V if cordless). treatment in wet -use conditions. A statement of this compliance Hem -Fir, SPF, Douglas Fir or Southern Pine. � . • f=ollow the minimum spacing and fastening cyan be found in the ICC Evaluation Report for LedgerLOK (ESR •Rim joist materials must be either solid sawn 2x lumber or engineered wood specifically designated by the manufacturer as rim material. . . from Figure 1 and Table l #1078), available online at ICC-eS.org or the FastenMaster webSlte. 2x lumber may be of any species greater than 0.42 specific gravity, including SPF, HF or DF Engineered Wood (EW) Rim may be OSB, L`.iL or LVL patterns . material measuring 1 " or greater in thickness. • Install fasteners throw h the led er and 9 9 Continue into the the For applications within 1,000 feet of saltwater, we recomrrlend the use of a stainless steel fastener. • Sheating of 15/32" or 7/16" OSB may separate the ledger and rim but must be attached per code. For additional materials between IE;dger and condition a Condition B Sheathing. rim joist until washer head is drawn firm wind flush to the rim, please refer to the guidelines below. ledger board. Do not overdrive. 'Wet service conditions have been tested for and applied to the patterns above. No further reductions for wet service need to be applied. The code -standard dead load for building materials of 10 pounds per square foot is assumed in all calculations above. As required by IRC Section 502.2.2.2, the calculations and installation instructions found in this bulletin have been reviewed and found to be in ' � ! Oaccordance with accepted engineering practices. For a copy of the engineer stamped/sealed letter or further technical information to support this Fasteners should be staggered in a "V" �© �` __ (bulletin, please contact FastenMaster at 800.518.3569. �® ®a DESIGNER NOTES I � � � I pattern and spaced as follows: � ��' Attachments made in acccordance with these details A. INinimum end distance = 3 3/4" f®` �� � � � , ` � � � •The LedgerLOK is not designed for attachment to masonry/concrete maximum distance between the inner face of the ledger board and and the LTS installation instructions comply with IRC B. INinimum edge distance — 1 3/'4" O � � � � � � � or over stucco, siding, rigid foam insulation or brick veneer. the outer face of the rim joist is no greater than 1 "and is properly Section R507.9.2.1 requiring 4 lateral connections of C. I)n-center Table 1 � •Connections and joints shall be properly flashed to prevent water fronn fastened to the rim. 750 pounds each from the deck joist to stud, plate or spacing =Per contacting the rim joist. •Under the following conditions, the LedgerLOK may still be approved Condition C Condition D header of the house. � � • Where a positive connection to the rim joist cannot be verified through but a design professional should be consulted for proper spacing V d inspection, decks shall be self supporting. requirements: 19 •Ledgers should not be attached over cantilevered portions of the l . In areas where live load requirements exceed 60 psf COMPLIANT TO CODES FIGURE 1 house where the rim is unsupported by a foundation. or snow load requirements exceed 70 psf. IRC, IBC, LABC, LARC, FBC, FRC • For ledgers being attached to open web floor trusses, consult 2. For decks designed to carry increased dead loads "Attachment of Residential Deck Ledger to Metal Plate Connected (ex: hot tubs, stationary planters). � Wood Truss Floor System" published by the Structural Building 3. Three -season or fully enclosed decks supporting an SUPPORTING TECHNICAL REPORTS Component Association for proper design methods. This Technical Note overhead roof. IAMPO Evaluation Report ER-447 Effective until December 31, 2014. Updated information rnust be obtained after this date. can be found at www.sbcindustry.com. •All local code requirements as well as guidelines set forth in this (https://www. iapmoes.org/building-products-evaluation- �� FastenMaster FASTER EASIER STRONGER •Wood structural panel sheathing or gypsum board sheathing not technical bulletin must be followed for patterns outlined above to report-program/evaluation-report-directory/) 153 BOWLES ROAD, AGAWAM, MA 01001 413.789.0252 800.518.3569 WWW.FASTENMASTER.COM exceeding 1 " in thickness shall be permitted provided that the be applicable. Condition E 1 FastenMaster LedgerLOKT"" REQUIREMENTS N.T.S. 2 FastenMaster Lateral Tension SystemT"" N.T.S. POST POST, TYP -� 3�2�� I FINISHED j FLOOR � I ° POST � 3%" 0 0 --o 0 7g/6„ o ! o I I 7g� 6�� �iniicu�n POST � — — g� 6�� 3/2�� POST POST —I � �� �l i � 9� 6 � POST � 3/2„ POST, TYP POST POST, TYP FINISHED 3/2„ �� FLOOR /� � o 0 0 � o 0 � ° � POST � �� o I o 3%2,. I POST � � � 4g/6„ I i i 4g� 6�� POST FINISH FLOG POST � � 5/8�� _ POST, POST POST � � � � 5�8" � ��/��� �, 3/2�� POST NOTE: THE LAYOUTS SHOWN MAY VARY AS THE ANGLE CHANGES. MAKE SURE YOU CHOOSE A POST LAYOUT SO THAT TWO CLOSEST POINTS OF THE ADJACENT POSTS IS LESS THAN 4", AS SHOWN. POST � 3 3/4", TYP I Install per manufacturers specifications. Have all manufacturer documentation on site. (GUARDRAILS SHALL BE DESIGNED TO RESIST A ■CONCENTRATED LOAD OF 200 POUNDS IN ANY (DIRECTION AT THE TOP OF THE GUARDRAIL. ■ .INFILL COMPONENTS SHALL BE DESIGNED TO I I RESIST A HORIZONTAL LOAD OF 50 POUNDS ■ ■OVER A ONE SQUARE FOOT AREA. IRC R301.5. i W(�(�f� TOP RAIL RY OTHERS; .ATIVE iTE 1) <4" GAP, TYP AT PANEL EDGES F.F. J r m J 'o � U � Lfl C7a �� � N o, w o� �n wa � Q � U � a � � �'' rn� � � l7 w z� � `^ o � a o z Q� U o o OC � ij N Q Q N 0 N :r ��`„� c 0 w 0 V 0 u Plnn Title Deck Fastening Details � Douglas Almond � � 03/17/2023 � 23-010-01 Plan Revisions O - O - O - O - O - O - O - O - 03 3 � AGS Stainless, Inc. CLEARVIEW® Railing System N.T.S � 4 � AGS Stainless, Inc. CLEARVIEW® Railing System N.T.S. NOTES • APPLY WP-51 ON ALL FLASHING SEAMS AND OVERLAPS. STANDARD OVERLAP IS BOTTOM TO TOP WITH A 4" OVERLAP. • 2500 PSI MINIMUM FOR CONCRETE SUBSTRATES. • 5/$" EXTERIOR GRADE MINIMUM FOR PLYWOOD SUBSTRATE. SC-10 ACRYLIC TOP COAT • %4" MINIMUM SLOPE REQUIRED ON ALL DECKS. SEALER • REFER TO LOCAL BUILDING CODES &STANDARDS. • WP-40 SHEET MEMBRANE OPTIONAL EITHER UNDER OR OVER SHEET METAL. WALL FINISH WP-81 ACRYLIC & TC-3 MEDIUM BUILDING PAPER TEXTURE CEMENT CONTINUOUS DRIP �C M8N CRYLIC & TC-1 BASECOAT SCREED � WP-81 CEMENT MODIFIER & TC-1 BASE COAT CEMENT �,L WP-25 METAL LATH, STAPLED 4"X4" 26 GA. MIN. BONDERIZED SHEET 4" MIN METAL FLASHING WP-40 SHEET MEMBRANE @SEAMS - � OPTIONAL FULL SEAL GUARD 2" X 4" 26 GAUGE BONDERIZED DRIP EDGE SHEET METAL FLASHING estcoa IF THIS PLAN IS NOT ON 22x34 PAPER, IT HAS BEEN SCALED ACCORDINGLY NOTES: • APPLY WP-51 ON ALL FLASHING SEAMS AND OVERLAPS. STANDARD OVERLAP IS BOTTOM TO TOP WITH A 4" OVERLAP. • 2500 PSI MINIMUM FOR CONCRETE SUBSTRATES. • 5/8" EXTERIOR GRADE MINIMUM FOR PLYWOOD SUBSTRATE. • %d" MINIMUM SLOPE REOUIRED ON ALL DECKS. )ARDS. ER UNDER OR OVER SHEET FIRST PIECE GUT FOLD UP TRIM OFE EXCESS SECOND PIECE C UT-� FOLD DOWN estcoa 2" X 4" 26 GA DRIP EDGE FLA`_ NOTES: • APPLY WP-51 ON ALL FLASHING SEAMS AND OVERLAPS. STANDARD OVERLAP IS BOTTOM TO TOP WITH A 4" OVERLAP. • 2500 PSI MINIMUM FOR CONCRETE SUBSTRATES. • 5/$" EXTERIOR GRADE MINIMUM FOR PLYWOOD SUBSTRATE. • %4" MINIMUM SLOPE REQUIRED ON ALL DECKS. • REFER TO LOCAL BUILDING CODES &STANDARDS. • WP-40 SHEET MEMBRANE OPTIONAL EITHER UNDER OR OVER SHEET ��CTAI 2" X 4" 26 GAUGE BONDERIZED DRIP EDGE SHEET M SIDE PRORI�E estcoa � 1 � Westcoat Coating System @Wall Flashing N.T.S. � 2 � Westcoat Coating System @Deck Edge N.T.s. � 3 � Westcoat Coating System @Side mount Railing N.T.S. � C� BEAM SPLICES MUST OCCUR OVER POSTS w/ 1'/z" MIN. BEARING CORROSION RESISTANT METAL GIRDER BEAM COLUMN CAP. FOLLOW ALL MANUFACTURERS INSTALLATION INSTRUCTIONS z �S° � 4x4 KNEE BRACE N ALTERNATE KNEE BRACE: � 2x4 KNEE BRACE FACE NAILED EA. SIDE OF POST AND BEAM w/ (4) 16d NAILS AT EACH FACE AND CONN. 24" MIN OR 1/3 HEIGHT OF THE POST WHICHEVER IS GREATER KNEE BRACES ARE REQUIRED ON ALL POSTS GREATER THAN 48" IN HEIGHT DECK POST BRACING DETAIL (1) 3/8" DIAMETER THRU-BOLT OR 1/2" LAG SCREW w/ HDG WASHERS TOP &BOTTOM P.T. POST PER PLAN N.T.s. 15 I PLAN TITLE SECTION R507 EXTERIOR DECKS R507.1 Decks: Wood=framed decks shall be in accordance with this section. For decks using materials and conditions not prescribed in this section, refer to Section R301. R507.2 Materials: Materials used for the construction of decks shall comply with this section. R507.2.1 Wood Materials: Wood materials shall be No. 2 grade or better lumber, preservative -treated in accordance with Section R317, or approved, naturally durable lumber, and termite protected where required in accordance with Section R318. Where design in accordance with Section R301 is provided, wood structural members shall be designed using the wet service factor defined in AWC NDS. Cuts, notches and drilled holes of preservative -treated wood members shall be treated in accordance with Section R317.1.1. All preservative -treated wood products in contact with the ground shall be labeled for such usage. R507.2.1.1 Engineered wood products: Engineered wood products shall be in accordance with Section R502. R507.2.2 Plastic composite deck boards, stair treads, guards, or handrails: Plastic composite exterior deck boards, stair treads, guards and handrails shall comply with the requirements of ASTM D7032 and this section. R507.2.2.1 Labeling: Plastic composite deck boards and stair treads, or their packaging, shall bear a label that indicates compliance with ASTM D7032 and includes the allowable load and maximum allowable span determined in accordance with ASTM D7032. Plastic or composite handrails and guards, or their packaging, shall bear a label that indicates compliance with ASTM D7032 and includes the maximum allowable span determined in accordance with ASTM D7032. N.T.S. R507.2.2.2 Flame spread index: Plastic composite deck boards, stair treads, guards, and handrails shall exhibit a flame spread index not exceeding 200 when tested in accordance with ASTM E84 or UL723 with the test specimen remaining in place during the test. Exception: Plastic composites determined to be noncombustible. R507.2.2.3 Decay resistance: Plastic composite deck boards, stair treads, guards and handrails containing wood, cellulosic or other biodegradable materials shall be decay resistant in accordance with ASTM D7032. R507.2.2.4 Termite resistance: Where required by Section 318, plastic composite deck boards, stair treads, guards and handrails containing wood, cellulosic or other biodegradable materials shall be termite resistant in accordance with ASTM D7032. R507.2.2.5 Installation of plastic composites: Plastic composite deck boards, stair treads, guards and handrails shall be installed in accordance with this code and the manufacturer's instructions. R507.2.3 Fasteners and connectors: Metal fasteners and connectors used for all decks shall be in accordance with Section R317.3 and Table R507.2.3. R507.2.4 Flashing: Flashing shall be corrosion -resistant metal of nominal thickness not less than 0.019 inch (0.48 mm) or approved nonmetallic material that is compatible with the substrate of the structure and the decking materials. R507.2.5 Alternate materials: Alternative materials, including glass and metals, shall be permitted. J m �a � r U � L r) l7a �oNo � N o, w rn ir, "' � U > Q � m �a �� rn� � l7 w � z� � `^ o � �� o o Z�o Q � m� �o o o �,, OC � � N Q Q N 0 �� � ��', ` �,� a 0 E 0 V 0 0 0 0 0 0 0 �, 0 0 0 z Plan Title Deck Fastening Details Drawn Douglas Almond Date 03/17/2023 rolec o. 23-010-01 Plan Revisions O - O - O - O - O - O - O - O - Sheet: 7 1 PLAN TITLE N.T.S. 1 8 1 PLAN TITLE N.T.S. 16 I IRC2018 SECTION R507 EXTERIOR DECKS N.T.S.