5118 23RD AVE W 2025 Plans 2026-03-16

All information below is based on the Code Compliance Research Report CCRR-0523 (Intertek,2024),which verifies compliance of this system with the 2021 IRC and IBC. Connection TABg2ents Ern°"DESIGN CAPAEmE6 Com neMs Ca Comments TABLES—FIELD JOIST TFFI AND END JOIST TFRJ'ALLOWABLE SPANS— PSF LIVE LOAD aimloislmwood Ledger s/1s2x ood"ledgert°x zzo it ls,,. Mml be speci9<gromry of—col TABLE 22—STAIR DESIGN LIMITATIONS ( ) ( ) 2x wood Ledger L531b.with snow load hall,0.42. loist5 pacing Joists pacing loist5 Spacing TABLE 6-JO IST SPAN LI MITS FOR LEDG ERLOK FASTENI NG TO WOOD LEDG ER Total Allowable Lead(psO 4w lb(no—rd) Does not meet minimum mrsional Item Components Design Limits i. P 8 P 8 P e Joist HangerlTFRIHB] resistanceof5"in-Ib;shortL- 12'0"Joist Span one Side of Beam End Joet to Rim Joist 405Is(Upward) DL/LL(p5f) SL(p5F) (L/360 Deflection Limit) (L/240 Deflection Limit) (L/180 Deflection Limit) Desi Design Fastenin Pattern Izl V4-zaxl.2s^stews bracket required for added Rim/End Joist Maximum Joist Span:IOU" B $ Beam Span(fl) sos m-lb lrorsionl mrsional resinance. atsmin a Rim foist(TFRI joist shall be secured with Rim Jois[Han e 12" 16" 12" 16" 12" 16" D LL SL 8"Hi h Low Pairs 8"on-Center Design 7' g• 9' i0 ii• i2• >3' i4• i5' 8 r ) Hanger L/ / ) $/ foist Hanger(TFFIHB) SiDownwaMl reslstsmirimumtorsional Attachment and Short L-Bracket ons With Joist Han er stren h 408 299 229 181 147 121 102 87 75 65 Field Joist to Rim Joist (xl l/4-20x1.xs"stews "0'is up-m) Meetsm 0 12'30" I3'9" 14'8" 11'4" IS'1" 11'4" 10/100/0 6'0" 12'0" 360 III 299 229 168 122 92 71 56 45 - U 1In z UP2B 1136 in-1b Torsion a ofs441n-Ib Use End Joist(TF)for each stringer 40' 12,10" I3'4" 14'8" 11'4" 151 11'4" 10/100/40 1 6'11" 1 13'10" U240 1 408 1 299 1 229 1 181 1 147 1 121 1 102 1 83 1 67 1 54 Short L-Bracket Cn9ma56) 450 lb lDownwardl Two screws eacnnange of bracket. Strine 'lEnds ".Is Two strineersl 10 100 100 12'10" 11'4" 14'8" 11'4" 15 1" 11'4" L/380 408 299 229 181 147 121 102 87 75 65 M 1/4-2ox 1.25"stews 450Is(Upward) Maximums Alon Stair:1 0'6" / 10/100/1D0 6'11" 13'10" Field Joist to Rim Joist Long L-Bracket(TF90ABT8) 6511b IDownwdMl pan g 150 10'4" 7'9" 10'4" 7'9" 10'4" 7'9" 101100/150 4'9" 9.6" End Joist w Rim Joist (411/4-ZOx 1.25"sews 65110 jU ward) T'4'o screws eachflange of bracket 6tair5tringeY Rim Joist(TFRI) Maximum Rise Without Support:6'0" Adjust Bracket lTF135ABB) t32 Is(Downward) With Middle Stair Stiinier(Three suing l 200 7'11" 5'Sl" 7'11" 1.I'll 7'll" 511 101100/200 3'7" 7'3' (41114-zDx125^stews 4321b(u—m) Two screws each flange of bracket. Maximum Span Along Stair:W6" 0 12'9" 9'7" 12'9" 9'7" 12'1" 9'7" TABLE I7-POST(TFPOSTSOB)ALLONfABLE POSTHEIGHTS-IOU PSF LL/SL Ill 1b(Upward) One screw from beam clip to Joist Maximum Rise Without Su ort:7'0' 40 12'9" 9'7" 12'9" 9'7" 12'9" 9'7" seam S acin Beam Cllp(TFPBIB) Secure Beam Full Bracket p Joist to Beam 313 lb(Parallell Two scr-Dom beam clip ID pzf OL/too peam Spa(110 psf Total Load) I311/4-20z1.2s"stews 1921b Per entllcular be.. Stair Tread—Front 30/100 100 12'9" 9'7" 12'9" 9'7" 12'9" 9'7" TABLE 7-FIELD JOIST(TFFJ)AND END JOIST(TFRI)'ALLOWABLE CANTILEVER SPANS Sp g to Post stair Tread Maximum tread width:ae" ISO 9'3" 6'31" 9''3" 6'31" 9'3" 6'll" Beam Span 6' OF 1. tY 14' to, 18, 20' with two is crews. Stair Tread-Back Deflection Limit L/360 Deflection Limit L/240 Deflection Limit L/180 secure seam Full Bracket to seam 200 7'3" S'S" 7 3" 5'S" 7'3" S'S' -M 20 wo 20 20 20 20 20 20 Joist Spacing Joist Spacing Joist Spacing 8' 20 20 20 20 20 20 19 18 with two screws. Secure Mount Postmoun[ DL LL (1)Beam Full Bracket(TFPBB) Stair Mounted Deck boards installed on stairtread a1lb(Parall l) secure seam Chip to seam with one 3-1/2"z3-1/2"z he,137'head db bolts, is cker plate / (psf) 12" 16" 12" 16" 12" 16" 10 20 20 20 20 19 18 17 16 Beam to Post Ill Beam[Ilp(TFPBJB) Guard/Roll Post 36"maximum post height. TABLE 20—DECK LATERAL LOAD CAPACRIES 546Iblparane0 screw. (d)3/8-16x3-5/8"hezhpdbolts,nuts and washers 10/4D 3191, 3'S" 4'�" 3'11" 4'D" 4'O,i 12' 20 20 20 19 18 17 I$ 15 (Single Beam) I31 Post Cap(TFPCBI 2691b IPerpentlicular) Secure Beam Clip to Post Cap with Rim Joist TFRI Deck Board Fastener Fastener Schedule Lateral Load Resistance is 14' 20 20 19 38 16 15 14 12 I711/4-20.1.25"xrews Iwo screws. ( ) 30/40 3'9" 3'5" 4'0" 3'11" 4'0" 4'0" (4)Halfadjustable Brackets 7imberTech Advanced PVC f110-12x 1-56"Cortex Driller Two at each 1031bft I6' 20 20 IS 17 IS 14 12 11 For beam splices shadngasingle Suspended Rim Joist Maximum Span Along Stair:10'6" / / (4)4" Rim it.Tabs per bracket 10/300 2'9" 2'6" 3'2" 2'10" 3111, 3'2" 18' io 19 17 ss 14 12 11 9 port,Imiall a Beam Clip to each for Drop step stair Maximum tread width:48" P P 1 / 30/100 2'9" 2'6" 3'2" 2'10" 3'6" 3'2" (DBea,to ouble aeaomt) 1211g�uq Past x 1P7(5"PCE) ) 528 51b a rpeneicullar) h Bea am wllh two slaewskO m TABILE 23—DES as roll over blocking Tim erTec Hi en Dec (a)a"Rim Joist Ta Beam Full Brackets Pa, ralle Zure eac TimberTech Advanced PVC (TFLOC100) One clip at joist 451bR 20' 20 18 16 15 12 11 9 7 secure each Beam Full Bracket m !aeboIt per tab [K MOUNTED GUARD DESIGN LIMITATIONS Secure post to Post Base with at, Post Base ITFPCB) counts—kscraws. Item Components Design Limitations Post Use 3/4"Diameter Anchor Bolt 1,1091b(U;P ard) 314^anchor bolt shall be designed o6 V4-xo.l 1x .,ews 4W Ib(Shear) by omens.capacity shall meet peck Mounted Rail Post L-Bracket Deck boards Installed on joists. protect load requirements. Guard/Rail Post secure Mount Post Base 42"maximum post height. Meets IRC 507.9.21,500 It EXISTINCs HOUSE EXISTING HOUSE wteral wad Tieback Slmpson8/DTT22 1,8 It, minimum. (B11/4-zso l.2s"xrews Connection to strutture shall be designed b ethers. Uj 8'-0' 2 8'-0' a LEDGER 50ARD POST PER PLAN O I..L 31eee PSI CONCRETE ZE_ 2X8 ALUMINIUM POST BASE FINISHED GRADE ,� r JOISTS A 12' O.G. O O r lU� '01 '� 16"XI6"XI8"FTG TYP =; 4 _ co4 EW.,TSB t ad — LU� d a U 3XII BEAM TYP 6X6 ALUMINIUM POST TYP f- I I 4 U. Z . 4 4 — 3 WIDE ALUMINIUM STAIRS ON 2 — ,� STRINGERS 4-11 4'_4'J I I I I I I I I I I- '(n TIMBERTECH IRX CONCRETE FTG PER PLAN FASCIA MOUNT RAIG ANCHOR BOLT G (n W J L #4012" O.G., E.W.,CENTERED Q MIN y"X6' = W F. TYPICAL DECK POST TO CONCRETE FOOTING 0 aQ N12"),12"),18"FTG Q 3'-4' 3_eat 3-4" 3-0 FOR LANDING tt4 EW.,TSB L za r) N SHEATHING W a r- DECK FLOOR PLAN SIDING O (D a LrA SCALE Y4' -I" DECK FRAMING PLAN FLASHING FOR SCALE: Y4"-l' WATER TIGHTNESS DECK BOARD z GRK 5/16-IN X 4-IN LAG O z JOIST HANGER 41 FLOOR J05 E i.l. SIMPSON DTTIZ TENSION TIE L r TYP OF 4, EQ SPCG 0 }1 can it N M N N N ATTACHMENT TO THE HOUSE a a a 36'MINIMUM HIGH GUARD WITH INTERMEDIATE RAILS SPACED SO THAT A SPHERE 4' IN DIAMETER CANNOT PASS THROUGH DECK I fV In I RIM JOIST DECK JOIST n O T7 >M I rr FASCIA 00 L J L J L J L J 1 1 JOIST-TO-BEAM cuP z L__J ULU (D Q z BEAM PER PLAN 0 V EAST ELEVATION NORTH ELEVATION U W SCALE 4'-I' SCALE Ya'-I' Q J Q POST-TO-BEAM FULL BRACKET W J POST PER PLAN NOTE: RAILINGS ARE NOT SHOWN FOR CLARITY. THEY WILL BE INSTALLED ALONG THE ENTIRE PERIMETER OF DROPPED BEAM THE DECK IN ACCORDANCE WITH PROJECT REQUIREMENTS AND BUILDING CODES. NOTES: THE ENTIRE FRAME FOR THIS PROJECT IS CONSTRUCTED USING THE TIMBERTECH ALUMINUM FRAMING SYSTEM.TIMBERTECH ALUMINUM FRAMING IS AN EXTRUDED ALUMINUM FRAMING SYSTEM USED FOR THE STRUCTURAL FRAMING OF EXTERIOR DECKS.IT 19 AN ASSEMBLAGE OF 6063-T6 ALUMINUM COMPONENTS INSTALLED WITH METAL BRACKETS,HANGERS,AND FASTENERS.THE SYSTEM 19 CERTIFIED FOR CODE COMPLIANCE UNDER CODE COMPLIANCE RESEARCH REPORT CCRR-0523 AND IS INTENDED FOR USE AS THE STRUCTURAL FRAMING FOR EXTERIOR DECK APPLICATIONS designed by I PD E S I G N FASTENERS FOR PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS IIICI@I deSl n. rou STEEL,SILICON BRONZE OR COATING WEIGHTS FOR ANC-COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM AI53.R311.3 P g g p City of Everett Permit Services WHERE THE ADJACENT SURFACE OR GRADE IS 30 INCHES OR MORE BELOW THE GUARD,THE GUARDRAIL MUST BE AT LEAST 36 INCHES IN HEIGHT.IT MUST BE EVE R E T T Reviewed for Permit 11/14/2025 CAPABLE RESISTING(E.G.,A CONCENTRATED LOAD OF 20 POUNDS IN ANY DIRECTION AT THE TOP. ��ge /� THE INFILL ELEMENTS( . BALUSTERS)MUST RESIST A HORIZONTAL LOAD OF 50 POUNDS APPLIED OVER AONE-SQUARE-FOOT AREA AND MUST BE SPACED WASHINGTON SUCH THAT A 4-INCH SPHERE CANNOT PA95 THROUGH.R301.EdIll Arch C