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Permit File BLD-2019-0213 1905 Tweed Place
i .'- O City of Anacortes Invoice/Permit#: BLD-2019-0213 904 6th Street P.O.Box 547 Applied date: 04/15/2019 Issue date: Anacortes, WA 98221-0547 (360) 293-1901 Expire date: 10/11/2020 Job Address: 1905 TWEED PL Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-3132 Project: APN: P59376 Remarks: Construct new deck per approved plans. Owner: STEVE MERRITT Contractor: Address: 1905 TWEED PL Address: ANACORTES WA 98221-3132 Phone: (360)630-1755 Phone: License#: General Information: Fees: Deck Square Footage 500 Building Permit Fee 321.25 Building Valuation 20000 Plan Review Fee 208.81 Occupancy Group it-1 State Building Code Fee Resi 6.50 Zoning Code R2 Total Calculated: 536.56 Deposits/Receipts: 0.00 Total Due: 536.56 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS ANDOR INANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE G - GRANT OF A PERMIT DOES OT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL W REGU TING CONS RUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF O R A RIZED A ENT ISSUED BY � X � f rtes Invoice/Permit#: BLD-2019-0213 a } y, -- -�- \\, Applied date: 04/15/2019 1 )8221-0547 Issue date: '1: Expire date: 10/11/2020 r 1 11 7\1414211 Wa;1 k,,,, .�,SIL, Permit Type: Single Family Alteration/Repair Permit Project: Finance Department 019139-0013 Carla B. 04/15/2019 11 :47AM d plans. PERMITS AND INSPECTIONS STEVE MERRITT Contractor: OLD-2019-0213 Single Family Address: Alteration/Repair Permit Construct new deck per approved plans, Phone: pending 2019 Item: BLD-2019-0213 License#: Building Permit Fee 208.81 Plan Review Fee 0,00 Fees: State Building Code Fee Building Permit Fee 321.25 Resi 0.00 DO Plan Review Fee 208.81 State Building Code Fee Resi 6.50 Mechanical Permit Fees 0,00 Total Calculated: 536.56 Plumbing Permit. Fee 0.00 Deposits/Receipts: 0.00 Payment Id: 240105 .____.___._-_._ Total Due. 536.56 ___ 208.81 Subtotal 208.81 Total 208.81 CHECK 208,81 Check Number05398 Change due 0.00 Paid by: STEVE MERRITT IIII IIIIII1 NMI IIIII IIIII Iil! ill WI III Thank you for your payment COPY DUPLICATE RECEIPT K OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF .NDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS_AND-OR INANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANT G OF A PERMIT DOES OT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCALW REGU TING CONS RUCTION OR THE PERFORMANCE OF CONSTRUCTION. q\\\ SIGNATU E OF O R A RIZEDA ENT ISSUED BY Ca Cityof Anacortes Invoice/Permit#: BLD-2019-0213 904 6th Street Applied date: 04/15/2019 P.O.Box 547 Issue date: 04/22/2019 Anacortes, WA 98221-0547(360) 293-1901 Expire date: 10/18/2020 0011, Job Address: 1905 TWEED PL Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-3132 Project: APN: P59376 Remarks: Construct new deck per approved plans. Owner: STEVE MERRITT Contractor: Address: 1905 TWEED PL Address: ANACORTES WA 98221-3132 Phone: (360)630-1755 Phone: License#: General Information: Fees: Deck Square Footage 500 Building Permit Fee 321.25 Building Valuation 20000 Plan Review Fee 208.81 Occupancy Group it-1 State Building Code Fee Resi 6.50 Zoning Code R2 Total Calculated: 536.56 Deposits/Receipts: 208.81 Total Due: 327.75 0 -'I -0 W r-- Q -n i—n < m !7 •.cu - T. et. a44. 41. . .. t• _, ...• Cu CO rt . +n r ri- '— 1 I II {AQ 44, •�-' Ti f U7 � �• D C - 0 -I C, R, ,Oa c.:am H + m 3 -5 !n r• IT7 r••ice •w F+ H f m -I t• M n r- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 I YS, tiR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENC P rL; I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVL C#SS OF LAWS D RDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOIQ THE GRANT G OF A PERT IIT p ES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHEK STAttiQR LOCAL W RE ULATINQ I NSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. rE. 4J f+ F f -1 -1 O 4,1 FJ _+ -rCO O hi SIGNATU NER O AUTHORIZ D AGENT ISSUED BY ?? • '1• Cricchio, Kevin From: Cricchio, Kevin Sent: Wednesday, April 17, 2019 1:27 PM To: 'stevemnwac@gmail.com' Cc: Frisinger, Rob; Fyrrce, Groc; Lange, Steve Subject: 1905 Tweed Place, BLD-2019-0213 4-17-19 RE: 1905 Tweed Place, BLD-2019-0213 Steve, I cannot complete my review of your building permit (on behalf of the Planning Department) until a site plan is provided (drawn to scale)that shows all property lines and the proposed deck. I need to verify that setbacks requirements for the R2 Zone are met. Also because the property is located in Skyline,your homeowner's association needs to review and approve this before the city cannot sign off and issue this permit. Please proof that this was done. When resubmitting please provide two large copies+one reduced at 11" X 17". Thanks. Kevin Cricchio, AICP, ISA, WPIT I Senior Planner I Certified Arborist Planning, Community& Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6'h Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@lcityofanacortes.orq I www.cityofanacortes.org My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 it-4) —, -0 1 g - 0,),)? 4411-3 g.evi-fri [jrLLt. liiiWiEt 11 I\ift.J 0 Ec_1 - APR-2 t 019 if EKES—, EP6-(cipci2eti. r 4 . X0' -- (:t.7 , '...\, . ..• . . cm(Cr ANACOR ,'. S .__ ... .. , I if • ,s..;1..... . — . a:. • -..... ... ,4 . .... . _ . s,,• . :. . . . , y 1 4 I, , ./11);r1/1194) • • i I . .1- . . . C, - • , .,, • 4.. . .. - . . • . , I • J ' 63 . . ,e' /..„ r 1 -... i.: • ..V. • 'Zi ' ' At V.•-•) V ... \ ‘ 0 x.,.. - .„.., . 1..?_ .,............... 20; , ... :„.. c ,....., .....71.,, c— . -s7 skyline Div 5 1 i-.. ... I' <3 .1..... •• -S.° ........,' .." ‘. .....''. ..•'. .., ., Cd--7 cc- 4,,,460-rAe r &-)5t45-1.4e— Caps&Eases (j / •(7-1 J +i S11111PSON 1 AC/ACE/LPCZ/LCE/RTC Post Caps I tif:04_.— ;Ti'e The LCE4's universal design provides high capacity while eliminating the need for rights and r—L lefts. For use with 4x or 6x lumber. LPCZ—Adjustable design allows greater connection versatility. ; '.—t�i y MATERIAL: LCE4-20 gauge; AC, ACE, LPC4Z-18 gauge; LPC6Z 16 gauge; RTC-14 gauge 2 =�� 5313° FINISH: Galvanized. Some products available in ZMAX®coating and stainless steel; 1 ' ° ° j[{j11 see Corrosion Information, pages 13-15. b �►' tj INSTALLATION: ® Use all specified fasteners. See General Notes. I ° //'o � \'' Install all models in pairs. LPCZ-2Ya" beams may be used if 10dx11/2" nails are i 2'1'" '� j'° „,,,, i� substituted for 10d commons. i " / .� 53/8 ia01.a «- CODES: See page 12 for Code Reference Key Chart. — -----—------------i LPCZ jar—4 . . . ii ) These products are available with additional corrosion protection.Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details. ,---- 71 11/11 r- Cf V These products are approved for installation with the Strong-Drive' .,, u ® ' `i' SD Connector screw. See page 27 for more information. Typical LCE4 Installation t' o ° (For 4x or 6x lumber) _;[ Model Dimensions Total No. Allowable Loads i 3° °° a Scg '' i/ No. Fasteners (DF/SP) (160)1 Code - _;;`I Ref. W L Beam Post Uplift Lateral 4 4 2' g ° ° e — .—+ ) AC4 (Min) 3%6 6'/2 8-16d 8-16d 1430 715 _^� ; ten,___ 9 , 112, 127, L4,L5, F11 i � , ° r, 1 L AC4 (Max) 3/,6 61 14-16d 14-16d 2500 1070 [._ AC4RZ (Min) 4 7 8-16d 8-16d 1430 715 �W� 7 o°,� ko °/,,' o 112, L5, F11 ° — 1 ) AC4RZ (Max) 4 7 14-16d 14-16d 2500 1070 AC \, i ACE4 (Min) — 4'/2 6-16d 6-16d 1070 715 ° ° L > ACE4(Max) — 4'/2 10-16d 10-16d 1785 1070 112, L4, F11 ateral ` ° ° tea. D LCE4 — 5% 14-16d 10-16d 19057 1425 1P1, L18, F25, 160 j ° k [ AC6 (Min) 5'/2 8'/z 8-16d 8-16d 1430 715 ` ° 1"4: T , , 112,127, L4,L5, F11 I �;� i [ -:) C6 (Max) 5h 8/z 14-16d 14-16d 2540 1070 Typical LCE4 ' [ AC6RZ (Min) 6 9 8-16d 8-16d 1430 715 AC6RZ6 9 14-16d 14-16d 2500 1070 112, 127, L5, F1i I Right . ° o 'o Left Corner Installation (Max)( , . ? „, (See note 7) 1 1 •,) ACE6 (Min) — 6% 6-16d 6-16d 1070 715 ACE6 (Max) — 612 10-16d 10-16d 1785 1070 112, L4, F11 a" } LPC4Z 39/,6 3'/2 8-10d 8-10d 760 325 112,127, L4,L5, F11 " a ) LPC6Z 5M6 5'/2 8-10d 8-10d 915 490 112, F11 Typical ACE Installationr , o ; -t I •°.0,\�o roil,,o0 r. ',: 1.Allowable loads have been increased for wind or earthquake with no further 7' increase allowed; reduce where other loads govern, ►� -. �`�� " o o�; ' !o 2. Loads apply only when used in pairs. �'!� 1 l �� o 0 , .. 0. 3. LPCZ lateral load Is in the direction parallel to the beam. �,�„ ! \�+,, A 4. MIN nailing quantity and load values—fill all round holes; ,, MAX nailing quantities and load values—fill round and triangle holes. ' 1� r < 5. Uplift loads do not apply to splice conditions. o o I , 6. Spliced conditions must be detailed by the Designer to transfer tension loads i 1 \ .t., between spliced members by means other than the post cap. 7 o Typical LCE4Z Installation 7. LCE4 uplift load for mitered corner conditions is 985 lbs. (DF/SP) or 845 lbs. (SPF). r (Mitered Corner) ---f Lateral loads do not apply. , 8. Structural composite lumber columns have sides that show either the wide face or 4. the edges of the lumber strands/veneers.Values in the tables reflect installation into the =;`- ; wide face. See technical bulletin T SCLCOLUMN for values on the narrow face (edge). 9. NAILS: 16d =0.162"dia.x 31/2°long, l0d = 0.148'dia.x 3'long. RTC44 Installation See page 22-23 for other nail sizes and information. (Square Cut) 3' ° o o 9, o 0 0 0 a Model Dimensions(in.) Total No, of Fasteners DF/SP Uplift Loads SPF Uplift Loads ° o ' o Total Uplift Total Uplift o 4 No. w L Beam Post (160) (160) ° i 0 LCE4Z (Mitered Corner) 5% 5% (14) 16d (10) 16d 985 845 tt c_: 1.The allowable download for the mitered LCE4 connection is limited to bearing of the mitered section on the post and shall be determined by the Designer. RTC44 Installation 'ii,:•- 2. Connectors must be installed in pairs to achieve listed loads. (Mitered Corner) !t°�--':'` Model Dimensions(in.) Total No. of Fasteners DF/SP Uplift Loads SPF Uplift LoadsNo. W L Beam Post Side Beam Main Beam Total Side Beam Main Beam Total RTC44' 39/6 43/ (16) 16d (10) 16d 900 900 1800 775 775 1550 (Mitered Corner) RTC442 ,y __: (Square Cut) 3M6 4% (16) 16d (10) 16d 925 1230 1760 795 1060 1515 1.The allowable download for the mitered RTC44 connection is limited to bearing of the mitered beams on the post and shall be determined by the Designer. 2.The allowable download for the main beam in the square cut RTC44 connection is limited to bearing of the beam on the post and shall be determined by the Designer.The side beam allowable download is 1170 lbs. 3.The combined uplift loads applied to all beams in the connector must not exceed the total allowable uplift load listed in the table. Caps&Bases 1 SIMPSON LCB/CB Column Bases 5t ed gT: e io MATERIAL:See table is/s for 5�'Bolts ..0FINISH:LCB,CB44,CB46,CB48,CB66,CB68,CB610—galvanized; . \1Yz for s/a'Bolts all other CB—Simpson Strong Ties gray paint or HDG. Some models available in HDG or stainless steel v \ o � b STALLATION:•Use all specified fasteners.See General Notes. m , 3" Q° *For full loads,minimum side cover required is i 0 0 `k) 3"for CB,2"for LCB. 0 •Install all models with bottom of base plate flush 41, with concrete. 4 �l� 5'i, •Post bases do not provide adequate resistance to ! tit 44 prevent members from rotating about the base and therefore are not recommended for non top-supported installations(such as fences or unbraced carports). j m OPTIONS: 'a rio •LCB and CB are available in rough size.Other sizes f/ I � Po available for CB specify Wi and W2 dimensions.Consult W ' to Simpson Strong-Tie for bolt sizes and allowable loads. j CB44 2 no WOES:See page 12 for Code Reference Key Chart. j (CB46,CB48,CB64,CB66,CB68, Configuration of all en CB86,CB88,CB610 similar) other CB sizes r:_ 1 1, These products are available with additional corrosion protection.Additional products on � -! this page may also be available with this option,check with Simpson Strong-Tie for details. Dimensions Allowable Loads DF/SP/SPF/HF(160) Column Fasteners n00000 Model Nominal (in.) Wind and SDC A&B SDC C-F �.e ; No. Column Machine Non- Cracked Non- Cracked Re Code ' m I 3d Size Wi W2 Nails Bolts Cracked Cracked ,,° °- f,/s' city. Dia.(in.) Uplift Uplift Uplift Uplift ?, LCB44 4x4 39/6 31/2 12-16d 2 1/2 1170 820 985 690 a °04 3'h' CB44 4x4 39As 39/,s NA 2 % 6710 4700 5640 3945 l s ,1 LCB46 4x6 39/,s 51/2 12-16d 2 1/21170 820 985 690 128, .. , 1I' ,•. li F1,L27 \ �� p . CB46 4x6 39/s 51/2 NA 2 % 6710 4700 5640 3945 4 i rie _ CB48 4x8 39/,s 7'/z NA 2 s 6710 4700 5640 3945 2'Min. 2'Min. 1 a 1 Side CB5-4.5 GLULAM 41/2 5'/e NA 2 5 6710 4700 5640 3945 170 Side o i ' Cover F Cover k CB5-6 GLULAM 6 5%s NA 2 % 6710 4700 5640 3945 t.'• d , LCB66 6x6 51/2 51/2 12-16d 2 '/2 1170 820 985 690 128, W�j ;0�_, CB66 6x6 51/2 51/2 NA 2 Y 6710 4700 5640 3945 F1,L27 • CB6-7 6x 5'/z 7 NA 2 % 6710 4700 5640 3945 170 CB68 6x8 51/2 71/2 NA 2 % 6710 4700 5640 3945 128,F1,L27 LCB CB610 6x10 5'/2 9'/2 NA 2 Y 6710 4700 5640 3945 CB612 6x12 51/2 11 Yz NA 2 Y 6710 4700 5640 3945 CB71/8-4 PSL 7% 31/2 NA 2 3/4 6710 4700 5640 3945 airy-Fro!: 4?.am? E. CB71/8-6 PSL T/s 51/2 NA 2 3/4 6710 4700 5640 3945 ®r CB71/8-7 PSL 7% 7 NA 2 3/4 6710 4700 5640 3945 u ' I e. S' Eii CB7-6 GLULAM 6 6% NA 2 3/4 6710 4700 5640 3945 z t y r, D •tl% a CB7-7.5 GLULAM 71/2 63/4 NA 2 3/4 6710 4700 5640 3945 v : 4 a 3 3 4f R.i ,v 4 Nt CB7-9 GLULAM 9 6/4 NA 2 /4 6710 4700 5640 3945 d 14% t �/ CB7-10.5 GLULAM 10Y2 63/4 NA 2 3/4 6710 4700' 5640 3945 I I e " rs CB86 8x6 7'/2 5'/2 NA 2 % 6710 4700 5640 3945 \ ' z I 0, 170 wi j,1 „Ni Op • CB88 8x8 7'/2 7'/z NA 2 3/4 6710 4700 5640 3945 3'Min. tma1, o , Side �� .� �� � �' 3'Min. CB810 8x10 7Yz 9'/2 NA 2 3/4 6710 4700 5640 3945 Cover •.,• Ie,ttrl r T o' Side CB812 8x12 71/2 11 Y NA 2 3/4 6710 4700 5640 3945 W, ,u, Cover • CB9-6 GLULAM 6 83/4 NA 2 3/4 6710 4700 5640 3945 `�. o CB9-7.5 GLULAM 712 83/4 NA 2 3/4 6710 4700 5640 3945 •° 5': , 60 CB9-9 GLULAM 9 8% NA 2 3A 6710 4700 5640 3945 • CB9-10.5 GLULAM 101/2 83/4 NA 2 3/4 6710 4700 5640 3945 CB9 SFr:: CB1010 10x10 9Y2 91 NA 2 3A 6710 4700 5640 3945 (CB5,CB7 similar) CB1012 10x12 91/2 111 NA 2 3/4 6710 4700 5640 3945 for Glulam Column • CB1212 12x12 111/2 111/2 NA 2 3A 6710 4700 5640 3945 ;.Loads may not be increaed for short-term loading. 6.Download capacity shall be based on either the wood post 2.Concrete shall have a minimum compressive strength, design or concrete design calculated per code.See pages i fie=2500 psi. 245-246 for common post allowable loads. • 3.LCB products may be installed with either bolts Q5 nails 7.Designer is responsible for concrete design.Minimum (not both)to achieve table loads. foundation dimensions are for anchorage only. 4.Multiply Seismic and Wind ASD load values by 1.4 or 8.Loads must not be increased by short-term loading. 1.6 respectively to obtain LRFD capacities. 9.NAILS:16d=0.162'dia.x 3W long.See page 22-23 for = 5.In accordance with IBC Section 1613.1,detached one-and other nail sizes and information. •' two-family dwellings in Seismic Design Category(SDC)C may use"Wind and SDC A&B"allowable loads. 63 • ' Uk'cks&Fences .,, w t : . .. . . ..0 SIMPSON DJT14Z Deck Joist Tie i-,— i gTie l The DJT14Z Deck Joist Tie is designed to attach 2x deck joists to the side of 4x or larger support posts.The DJT14Z can be installed with either nails or bolts. MATERIAL:14 gauge / `tea --- 4 FINISH:ZMAX®coating;see Corrosion Information,pages 13-15. (0i/� }--- f INSTALLATION:•Uses specified HDG fasteners.See General Notes. •Recommended:install on post first. i t �, 11A'- j •Minimum 2x4 joist and 4x4 post. Ili 2 �� ,;a CODES:See page 12 for Code Reference Key Chart. t }, - 3 "'��r ® Typical DJT14Z ?, These products are available with additional corrosion protection.Additional products on )',� Installation this page may also be available with this option,check with Simpson Strong-Tie for details. " i F7These products are approved for installation with the Strong-Drives j SD Connector screw.See page 27 for more information. Fasteners Allowable Loads Model Bolts Nails Bolts Code 1.Loads are for one DJT14Z. No. Nails Floor Roof Floor Roof Ref. 2,Roof loads are 125%of floor loads.Floor loads may be 1Qty Dia (100) (125) (100) (125) adjusted for other load durations according to the code, / provided they do riot exceed the roof loads. D DJT14Z 8-16d 2 %MB 1160 1400 1220 1400 IL5,L13 3.NAILS:16d=0.1624 dia.x 31/2'long. See page 22-23 for other nail sizes and information. • TA Staircase Angles For use in structurally-sound staircase framing.The TA eliminates costly conventional notching. . MATERIAL:12 gauge — 8�/4• 1*-----_____ - FINISH:TA9Z/TA10Z—ZMAX coating;TA95S/TA10SS—stainless steel; fa'i4' see Corrosion Information,pages 13-15. �\� ` _\� ORDER:May be ordered as kits with model numbers TA9ZKT and o 'riyp. '�--��f D P, TA1 OZKT.Each kit includes two ZMAX TA's and Simpson Strong-Tie® TA9Z 1 TA1 OZ t/n'xl'/a°Strong-Drive®SDS Heavy-Duty Connector screws. CODES:See page 12 for Code Reference Key Chart. 4 F , These products are available with additional corrosion protection.Additional products on \\ _ .r this page may also be available with this option,check with Simpson Strong Tie for details _,-,-.4-..,.., 4-t Model Fasteners Allowable <,i ` o �.. o Downloads Code , j No. Stringer Tread Ref. 04' '' Alternate 44% -� DF/SP(100) Typical TA9Z - TA9Z 3-SDSY4°x1'� 2-SDS'/x1'/° 750 Installation ' . ,' Installation S a (Install at -. ,. '.. of TA10Z . TA10Z 3-SDS/4°x1W 4-SDS/a x1✓x° 750 170 � i TA10Z 4-SDS'A"x1Yz° 3-SDS'/a"x1'/i 1000 each end of T"1 y':. Inverted for Double 2x6 Treads „ 1.Loads may be adjusted for other load durations according to the code. stair tread) cn 2.See page 26 for Strong-Drive SDS Heavy-Duty Connector screw information. Ca lam °aCh ML24/ML26 Angles • The ML angle combines strength and versatility through the use of _—_ - Simpson Strong Tie®Strong-Drive®SDS Heavy-Duty Connector screws. ; Fastener holes are staggered to minimize wood splitting and opposing hole 0 patterns allows for back to back installation without fastener interference. MATERIAL:12 gauge o H FINISH:ML24Z/ML26Z—ZMAX®coating;ML24SS/ML26SS—stainless 0 ML24Z steel;see Corrosion Information,pages 13-15. (ML26Z similar) INSTALLATION:•Use all specified fasteners.See General Notes. 0 m 1l •Simpson Strong-Tie Strong-Drive SDS Heavy-Duty „ -1 Connector screws are not provided with the angle. �2' 2�' CODES:See page 12 for Code Reference Key Chart. ® These products are available with additional corrosion protection.Additional products on c �" ,f �• ` x� this page may also be available with this option,check with Simpson Strong-Tie for details. coI, o ^direction �" DF/SP Allowable Loads SPF/HF Allowable Loads ` m- ., is,,, 7 ..' Model Fasteners' Code � No. H (Total) (100)(115)(125)(160) (100) (115) (125) (160) Ref. I lgf‹,- -7 Typical ML26Z O&M - ML24Z 4 6-SDS'/4"x1Yz' 515 515 515 515 440 440 440 440 F24 '°°°` y Installation � j `2- ML26Z 6 8-SDS'/<x1'/2 1000 1050 1090 1090 720 830 900 935 Pi (ML24Z similar) 216 Decks&fences ` SZostro:Ne DTT Deck Tension Ties iS to meet or tiesOTT tension exceed code requirements forfor deck constve rurs ction. uc on. .,i ,y These versatile DTT connectors are also load rated as a holdown for light-duty shearwalls and braced wall panel applications. �\�, For new construction or to make an existing current deck 1./v" e•se�sxts�' code-compliant,the DTT1Z can be used as a tension-tie to satisfy " p screws(shown)or the 2015 IRC provision for a 750 lbs.lateral load connection a s-todx114 nails to the house at four locations per deck.This new code detail r< ,i �tr_ permits the lateral connection from the deck joists to be made a' 7,, ",5'� r to top plates,studs,or headers within the supporting structure, a is 9oGtc•r-2rrr W; � which eliminates the need to access to the floor joists inside tywtap " the home. -Y`\ Liu ii' The new DTi1Z fastens to the narrow or wide face of a mj r $ tDTriz single 2x with Simpson Strong-Tie°Strong-Drive®SD Connector ►� �'�-3'Min.Thread screws or nails and accepts a%"machine bolt,anchor bolt,or 4'sis, Penetrationlag screw(washer required)or can be installed with the newStrong-Drive SDWH Timber-Hex HDG screw with an integral "washer.The DTT2 fastens easily to the wide face of a single or i Typical DTT1Z Deck-to-House double 2x using Simpson Strong-Tie Strong-Drive SDS Heavy- ��, .e, Lateral Load Connection Duty Connector screws(included)and accepts a Y2°machine bolt For more information on lateral or anchor bolt. DTT1Z load connections,see technical The DTT2 can be used to satisfy the IRC provision for a U.S.Patent Pending bulletin T-DECKLATLOAD 1,500 lbs.lateral load connection at two locations per deck. Additionally,the DTT2 has been tested and evaluated in deck �.______,.., guardrail post applications to resist the code-specified lateral forces at the top of railing assemblies.The DTT2 is also 0�T available with longer 2Yx"Strong-Drive SDS Heavy-Duty -" Riled at sheathing}{ � h'diameter ;�� nailed at 6'max Connector screws(model DTT2Z-SDS2.5)to achieve higher I HOG threaded ,(; on center to joist loads when needed. 8 rod�mutts ,, wall holdown • MATERIAL:14 gauge ; - -Contlnuousflashing FINISH:DTi1Z/DTT2Z ZMAX®coating; m �--, . (percada),notshown 1 w e i� ... ii DTT2SS—Stainless steel;see Corrosion Information, s 11. 1�„• 7-- A pages 13-15. ® �� INSTALLATION: ill\ / 6r t7. tt •Use all specified fasteners.See General Notes. s •A standard cut washer(included)must be installed 7 Floor Deck DTT2Zbetween the nut and the seat. (Solid 2x joist or. ... Joist •Simpson Strong-Tie Strong-Drive SDS Heavy-Duty 2xblocking) r,r P 9 v!1 ° ''i Connector screws install best with a low speed high /.` /s �' • '� torque drill with a%"hex head driver. re 7 •Strong-Drive SD Connector screws install with Typical DTT2Z Deck-to-House a/<'hex head driver. DTT2Z Lateral Load Connection •Strong-Drive SDWH Timber-Hex HDG screws install For more information on lateral with a'/2 hex head driver, l load connections,see technical CODES:See page 12 for Code Reference Key Chart. bulletin T-DECKLATLOAD These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details. ' Decking co NMta Minimum Allowable Uses SDS x1',�=dr • Model Anchor Wood Tension Loads Code screws(included) Fasteners 4x4 post—► No. Dia. Member Ref. mm(typ) t r-, 5 Thickness DF/SP SPF/HF t • ct • C2'1 a %a 6-SD#9x1'/2 840 840 ��' y '+' DTi1Z 3/4ar 610dx1'/2 1Y2 910 640' 160 ~ s '. •-. ` °> SDWH3 1W diameter HOG L i 8-10dx1 Y2 910 850 machine bolts or 2x8 Min. threaded rods with Standard cut washer , 11/2 1825 1800 nuts and washers required between DTT2Z/DTT2SS 1346 '/2 8-1Wx1YZ°SOS 16, (Simpson nut and seat 3 2145 1835 L8,F5 RFB14x7HDG) (provided) - s' DTT2Z SDS2.5 '%e 1/2 8-1/a°x2'W SDS 3 2145 2105 DTT2Z Installed 0 1.Allowable loads have been increased 60%for wind or earthquake loading as a Lateral Connector a with no further increase allowed. for a Deck Guardrail Post 2.DTT1Z installations with allowable loads below 750 lbs.do not satisfy the 2015 IRC For more information on requirements for deck-to-house lateral load connections. guardrail post connections,see 3.The Strong-Drive®SDWH Timber-Hex HDG screw with a minimum of 3'of thread penetration technical bulletin T-GRDRLPST into dry lumber has an allowable withdrawal load(160)of 1380 lbs.into SP,1225 lbs. into DF and 1020 lbs.into SPF/HF. 4.Load values are valid if the product is flush with the end of the framing member or installed away from the end. 5.The guardrail post illustration above addresses an outward force on the guardrail. 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