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Plans (5) L...._ _ -The-City-of Tigar-d--a-nd-tts--___.__-_- _ __ _________ _-. ._____... ______ _ . __. _. . ._. :Qfnployessahau..nnt_.be__._______ C responsible for discrepancies — which may appear herein. '- _Approved pl.ans. 1 iii aq LL0 shall be on fob site Wood structural members fiat tier This.permit does not a ...�. .0�.._.____ ____ __ _.__ ._._ exposed-10 thaanteStbeLtS?�e_ _ _� .�...__.�. uthorize the yiola[jonaf a7y i c — Pressure Treeted or dewy resistant rights of holders of private easements. The ap- ___ _..._._-_._ ._ _.-_ ------.--T-_-- -pfieant-ig-ttrged-ttrt�mtaot.any suchpartie5 8rtd _�. _______ ___ __��_ .__ -per�� -- __. . _ R. __. _ ....p • . ___ secure thier approval beforrotr�mencing-v►+s�rtc, _ . D-FOR CODE C4MrLIAN -� .__�_____ -__at .__.__ }p1TY-©F-PER-A6}-tT---_.___._._-_ --Vis?-.-D----a--*----14- a --------.-- ,. royeds-.--[�,C ._.._ _ _._._.___._._. __ _ .__�..I 1EtSSUANCE OF A PERMIT �--' 01 � BASED ON CONSTRUCTION OTS. �_-_. ;__ _ __ 'gab __._ --DOCUMENTS AN©-011 wL__.._ _p-erm •tih , - . .,.' �bb21E406. .. MIASMAL NOT PREVENT_................CO� � _ P V - _ Address: O D ATHE CODE OFFICIAL FROM REQUIRil�i� f ION Suite#: �-- _ E___ _. __ __ *-1 __�S�F_F�RR4�iS ORSCCORR 105.4 0 .___ _ rte _ it a .�► Aft IIA do, .r.. ,rte r *Fr 4. ,e, WIR o 7-..., liew . MP" 411‘) - T 1 . - —-; __ ___ __..._._____.__-_._... _ ___ {�jR______F__ r --...-...---- .0) r_l_VI______ . tk.S t2•� 1-•V2i- d _ . ..., ..,.__ , _,.... 1 1/42, I/ H ® 0 a 3 i i Sir , k v w 1lti k lQ5 t,it,/(7 ..__3 I, w_._. . _ I 1 12)2X!LAM T MIN' 1 . 2-1/2"DIA.THRU 1 (2)2X BEAM - ?' BOLTS AND 1112"MIN. f `i WASHERS POST TO BEAM Li a. 7i" / L4 . c NsK:ro x,i €,t N 4X6 MIN. NOTCH POST TO ACCOMODATE BEAM Figure 20-Post-to-Beam Requirements Figure 21 -Post-to-Beam Requirements FOOTINGS See Table 2 or 3 for footing ,t-12 PPE-MANUFACTURED size and footing thickness and �Q. CAST-IN-PLACE Figure 22 for post attachment6„ MIN POST ANCHOR requirements. All footings shall bear on solid ground. _- -- Bearing conditions shall be verified in the field by your local jurisdiction during the footing inspection, prior to �, / 16" SQUARE-CA placement of concrete. Footings closer than 3`-0" to 7_0"o'A- (2-0u-NI the existing exterior house Figure 22-Typical Footing Detail wall must bear at the same elevation as the existing wall footing. Do not construct footings over utility lines or enclosed meters. Call 1-800-332-2344 before you dig. Premanufactured post anchors shall be galvanized with 1.85 oz/sf of zinc (G-185 coating) or shall be stainless steel. Post anchors shall be capable of supporting a minimum of 3,000 pounds. Where bracing is required by figure 14, the post anchors must be rated for horizontal (seismic) forces. Footings must extend below the frost depth for your area. See Table 4 for the frost depths in your county. Footings for freestanding decks (those not attached to the house) are not required to be placed below the frost line. Footings for freestanding decks may reduce the footing thickness to a minimum of eight inches. Note: Footings for decks constructed according to this handout shall not be placed on ground with a slope greater than 2 horizontal for every 1 vertical. Footings adjacent to the top of a retaining wall must be set-back from the top of the wall a distance equal to the height of the wall, or be placed below grade an amount equal to the height of the retaining wall. STAIR REQUIREMENTS TRrxvr,Ts Stairs, stair stringers, and NOT a:.', ATI-FROAi a,SFR �araF stair guardrail shall meet the ONF ANGT.Ert 4Y NUT }pl t re�T Al4 l+t �+ RE{HA.� _ HE Pa5Sh•NOT/ requirements shown in Figure 4'rTiAs r_Pc 30 through Figure 36. All stringers shall be minimum ,,prrrap Tr 2x12. A level landing $"MAY RISER. `"}"T' minimum 3 feet by3 feet is MTSIALL NOT UEvtwT6 k--omovE +---- RISCRS ix&�.4rr;h;tt.MN required at the top (usually A :reIi `MORE this is the deck) and at the Tram j_ T.,1,2,, SING bottom (usually a concrete NOS 'NGSi -NOT pad) of the stairway.FROM AM?THEtt t+r THAN-.3.,b‘ Figure 30-Tread and Riser Detail j . . E MAX SPAN=8-0 Wr2 STRINGERS MAX SPAT;=15$' MAX SPAN=`T-3`W;3 STRINGERS CUT STRINGER SLR O STRINNL igure 31—Stair Stringer; .uirements attach read material w1 stringer 2-#8 sere : or 2-8d nails per 2x maternal board at ea. stringer or ledger 1 � stringers 2x4 ledger_each side,full depth of tread:attach wI 4-lad naals or#8 wood screws CUT STRINGER SOLID STRINGER Figur- - :•• • • -ction Requirements Note: The stair design in this document is for a three-foot wide maximum stairway with minimum 2x tread material. Plastic or composite decking products may be used for stair treads; however, they may require additional stair stringers for bracing. Check with the manufacturer's requirements. Expansion (Wedge)Anchors: Use expansion anchors when attaching a ledger board to a concrete wall as shown in Figure 7. Bolt diameters of the anchors shall be a minimum of%2'; in some cases, this may require an anchor size of 5/8". Minimum embedment length shall be 2'/2". Expansion anchors must have washers. IMPORTANT NOTE: Expansion anchors must be installed as required by the manufacturer's instructions. This may include cleaning the holes drilled in the concrete to ensure they are free of dirt, debris, and moisture. Improper installation of the anchors can result in catastrophic failure and collapse of the deck. Copies of the manufacturer's installation instructions must be submitted with this handout and permit application. ' Lag Screws: Lag screws shall have a minimum diameter of 343" and shall be hot- dipped galvanized or stainless steel. Lag screws may be used only when the field conditions match those shown in Figure 12. You must verify the existing conditions in the field prior to applying for a building permit and installing lag screws. Compliance with all the requirements herein is critical to ensure the structural stability of your deck. See Figure 12 for lag screw length and shank requirements. All lag screws shall be installed with washers. Lag screws are those where a pilot hole is drilled into the wood members that are to be connected together and the lag is screwed into the hole, a washer is required on the lag head, but no nut and washer is needed on the screw end. lag screws must be hot- dipped gatvanized or ill alttatttlit stainless steel only screw must penetrate I-112"shank length must extend through beyond band boarder�m kill �- goist a mtnlrnum of 1,2- (no threads) existing band boardirim joist Figure 12-Lag Screw Requirements Lag Screw Installation Requirements: Each lag screw shall have lead (pilot) holes drilled as follows: 1) drill a 3/8" diameter hole in the ledger board, 2) drill a /16" diameter hole into the solid connection material of the existing house. DO NOT DRILL A 3/8" DIAMETER HOLE INTO THE SOLID CONNECTION MATERIAL. The threaded portion of the lag screw shall be inserted into the lead hole by turning. DO NOT DRIVE WITH A HAMMER. Use soap or a wood-compatible lubricant as required to help facilitate tightening. Each lag screw shall be thoroughly tightened. 1.) If you And 2.) you Then 3.) And 4.) the And 5.) they And 6.)the have a beam have posts you can minimum can be footings "0" "A" that is: "B" only span size joist spaced a supporting the supporting the joists you can use maximum posts will need the beam "C": is: of: to be a spaced: minimum of: 18" 16"x16"x18" or 4x8 or(2) 6'-6" 12'-0" 2x10 or 16" apart or 18" diameter x 2x10 2x12 24" apart 18" 18"x18"x18" or 4x10 or (2) 8'-6" 12'-0" 2x10 or 16" apart or 20" diameter x 2x12 2x12 24" apart 18" 2x10 or 16" apart or 20"x20"x18" or 4x12 10'-0" 12'-0" 2x12 24" apart 22 diameter x 18" 15"x15"x18" or 4x6 or (2) 2x8 4'-6" 16'-0" 2x12 16" apart 17" diameter x 4x8 or(2) 18"x18"x18" or 6'-0" 16'-0" 2X12 16" apart 20" diameter x 2x10 18" 4x10 or(2) 20"x20"x18" or 7'-6" 16'-0" 2X12 16"apart 23" diameter x 2x12 or 18" 22"x22"x18" or 4x12 9'-0" 16'-0" 2x12 16" apart 25" diameter x 18" Table 4 Frost Depth Counties with a frost depth of 12 Benton, Clackamas, Clatsop, Columbia, Coos, inches: Curry, Lane, Lincoln, Linn, Marion, Polk, Tillamook, Washington, Yamhill Counties with a frost depth of 18 Crook, Deschutes, Douglas, Jackson, Jefferson, inches: Josephine, Multnomah Counties with a frost depth of 24 Baker, Gilliam, Grant, Harney, Hood River, inches: Klamath, Lake, Malheur, Morrow, Sherman, Umatilla, Union, Wallowa, Wasco, Wheeler 6. After determining the soil bearing capacity, frost depth, sizes for the footings, posts, Evolve External Bracket Hole Locations for Al"Traditional Panel and AI13 Accent Top Panel F t B Pre-Drilling with a 3/16"drill bit is required. 4C E t Traditional ATP Panel Pre-Drill Dimensions £ Panel Height A* B C D E F G Height 34" 5" 3-13/16" 1/2" 1/2" 36-11/16" 5-1/16" 13/16" 13/16" D 40" 5" X X X X X X X F Bi A *Dimension A positions bottom edge of rail 3-1/2"above deck surface. 4 *Dimension A is measured from the bottom surface of post base. Remove all metal shavings from deck, post base cover, post,and f panel before bracket is screwed to post to prevent corrosion. Al"Traditional Panel Installation with Evolve External and Evolve External Large Brackets (With Al"Accent Top Panel) When using Evolve External Brackets, rails MUST be cut 1/2"shorter than the distance between posts. 1/4"should be cut from the end of each rail to keep rail panel centered between posts. • If rails were cut,file cut edges. •Check fit of rail between installed AIt3 Posts. • Install ArPost Base Cover by sliding over the top of AIt3 Post. •Slide ArAccent Top Panel panel over the top rail of the ArTraditional Panel. •Secure External brackets to ArPosts with provided T25 thread-cutting screws. Use two screws per bracket. Use low speed setting on drill. • Drop AI'3 Panel into installed External brackets. •Secure rails with provided T25 thread-cutting screws at each External bracket. -...is I! • Install External Caps by sliding the cap over the External Cup. Cap will snap into place. /rExtemal Cap External Cap...,Slide ATP onto the top rail r 'external Cup of Al'3 Traditional Panel External Cup a Large External p, ' External Cap � �l ;O_It0��01`O© O:`0.�0 O 01`D�CD�:D D m� Cap Large �' ' 0 Large hiii External External Cup Cup Set Screw Pre-Drilled Post External External al If III Cap o��. Cap ''it �--- All' , Al t3 Base Cover ' ' Q Installed11111111111111111.111111111111. _External Cup I External Cupp—4._1 3.5'1-Support (Optional) Pr ®DD L1 C C Installation Instructions for Railing Al" Traditional RAILING PRODUCTS Panels with Evolve Internal Brackets and Al Posts It Is the responsibility of the installer to meet all code and safety requirements, and to obtain all required building permits. The deck and railing installer should determine and implement appropriate installation techniques for each installation situation.The Fortress Company or its distributors shall not be held liable for improper or unsafe installations. Fortress AI"Posts must always be secured to the deck framing.Fortress Al"Posts should never be attached to only the deck boards. IRead Instructions Completely Before Starting Installation Note When cutting Fortress railing, it is very important to complete the following at cut points. • Remove all metal shavings from the cut area • File any sharp edges left by cutting.Thoroughly wipe and remove any filings, grime or dirt from the railing. • Be sure to remove any metal shavings from the surface of deck, patio or balcony to prevent stains on the deck surface. Required Materials Miter saw with fine tooth blade, Drill, 1/16"and 3/16"Drill Bits,T-25 Driver Bit, Philip's Head Screwdriver, Drill Bit Extender, Tape Measure, Wrenches, Speed Square, Center Punch, 3-1/2"Support Blocks and Hammer. Mount A113 Posts* •Wood Blocking tied to deck frame must be installed and constructed with treated dimensional lumber with a minimum thickness of 1-1/2". •Al"3"Post Spacing must not exceed 96"for 8'Panels and 72"for 6'Panels. • Position the edge of post base plate a minimum of%"from the inside edge of rim joist. • Place included Base Plate Barrier between post base and deck surface. • Mount posts at appropriate points based on panel length. •Attach Al"posts with 3/8 X 3-1/2" Hex Head galvanized bolts. C) v) E E u- u- U U a) N 0 0 > N> N> / Added Blocking / Z1/2"minimum' � ... • Z ® , C O O 1 ®,,0 0,`�... Base Plate Barrier Deck Framing o .( must be placed between � ,Post Base and Deck Surface *Reference Fortress Al"Post mounting instructions • . gORTRES5 Fortress Al" 3" Post Mounting Applications (USA) 1 RAILING PRODUCTS— It is the responsibility of the installer to meet all code and safety requirements,and to obtain all required building permits. The deck and railing installer should determine and implement appropriate installation techniques for each installation situation.The Fortress Company or its distributors shall not be held liable for improper or unsafe installations. Fortress Al 13 Posts must always be secured to the deck framing.Fortress Al 13 Posts should never be attached to only the deck boards. Note When cutting Fortress railing, it is very important to complete the following at cut points. Not following the below steps will result in rust at the cut areas: • Remove all metal shavings from the cut area • File any sharp edges left by cutting.Thoroughly wipe and remove any filings,grime or dirt from the railing. •Apply two coats of Fortress zinc based touch-up paint to the cut area.Allow paint to dry. • Be sure to remove any metal shavings from the surface of deck, patio or balcony to prevent rust on the surface. Al"3 Inch Post Top Mount To Southern Yellow Pine or Douglas Fir Floor Joist Mounted Parallel Al"3 Inch Post with through bolt&base plate on bottom Ai"3"Post AI13 3"Post 3/8"diameter X 5"lag Standard Hex 3/8"diameter Hex Head Bolts I Lag Screws in pre-drilled holes 3/8"Flot Washer Southern Pine of Douglas Fir 3/8"Flat Washer Southern Pine or Douglas Deck Board Fir Deck Board IIMEMMENt 1',- I_I011.11.". 2"X 10"Southern Pine or Douglas Fir Deck 1111�'' Board Blocking 1143/8'Hex Nut IVAIIIIIhjr ( Iir Southern Pine or Post Anchor Base Plate Douglas Fir Framing 9/16"min edge distance Typ. 3/8"Flat Washer Al"3 Inch Post Top Mount To Southern Pine Al"3 Inch Post Top Mount To Concrete or Douglas Fir Floor Joist Mounted Perpendicular Al"3"Post AI13 3"Post 3/8"diameter X 5"long Standard Hex Lag Screws in pre-drilled holes 3/8"diameter X 3" 3/8"Flat Washer 3.75 long'Redhead'Trubolt Southern Pine or —MIN. ;—1—PA Douglas Fir Deck Board !r II 11111111 ii i/iv Southern Pine or Douglas Fir Framing 27.6 Concrete(4000 psi)MIN. --1 9/16"min.edge distance Typ. ,12726/20.1 8 DTT Deck Tension Tie I Simpson Strong-Tie • Home Connectors > Wood Construction Connectors > Decks and Fences Decks > Deck Ties DTI' Deck Tension Tie Deck Ties This product's information may differ depending on ® the category of use.You are currently viewing details Irelated to Deck Ties.You can also view product information related to the category:SDS Screw Holdowns SIMPSON Product Details StrongTie DTT tension ties are safe, cost-effective connectors designed to meet or exceed code requirements for deck construction.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 deck code-compliant, the DTT1 Z can be used as a tension tie to satisfy the 2015 and 2018 IRC provision for a 750 lb. lateral load connection to the house at four locations per deck.This code detail permits the Oil This -Dage lateral connection from the deck joists to be made to top plates, studs or headers within the supporting structure,which eliminates the need to access to the floor joists inside the home.The,LKTT1 Z is available in a kit(DTT1Z-KT)that includes(4)DTT1 Z connegt.rs, (4)Strong-Drive®SDWH Timber-Hex HDG screws(SDWH27800G) and(26)#9 x 1 1/2"Strong-Drive SD Connector screws. The DTT1 Z fastens to the narrow or wide face of a single 2x with Strong-Drive SD Connector screws or nails and accepts a 3/8" bolt,anchor bolt or lag screw(washer required)or can be installed with the Strong-Drive SDWH Timber-Hex HDG screw with an integral washer. The DTT2 can be used to satisfy the IRC provision for a 1,500 lb. 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 available with longer 2 1/2" Strong-Drive SDS Heavy-Duty Connector screws(model DTT2Z- SDS2.5)to achieve higher loads when needed.The DTT2 fastens easily to the wide face of a single or double 2x using Strong-Drive SDS Heavy-Duty Connector screws(included)and accepts a 1/2"- diameter bolt or anchor bolt. For guard post installations using Strong-Drive SDWS Timber screws, see technical bulletin Guard Post Installations Using Strong-Drive SDWS TIMBER Screws(T-F-SDWSGRD). Material • 14 gauge https://www.strongtie.com/deckties_decks/dtt_tie/p/dtt#LoadTables 1/7 • 12/26/2018 DTT Deck Tension Tie I Simpson Strong-Tie , Min. Wood Allowable Tension Loads Model CL Anchor Fasteners Member DF/SP SPF/HF No. Diameter Thickness (in.) (160) (160) (6)SD#9 x 11/2" 840 840 • DTT1Z 3/a 3/$6°C SDWH3 (6)0.148x11/2 11/2910 6402 (8)0.148 x 11/2 910 850 11/2 1,825 1,800 DTT2Z/DTT2SS 16 1/2 (8) 1/4"x 11/2' SDS 3 2,145 1,835 DTT2Z-SDS2.5 13/i6 1/2 (8) 1/4" x 21/2" SDS 3 2,145 2,105 1.Allowable loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. 2. DTT1Z installations with allowable loads below 750 lb.do not satisfy the 2015 IRC requirements for deck-to-house lateral load connections. 3.The Strong-Drive®SDWH Timber-Hex HDG screw with a minimum of 3"thread penetration into dry lumber has an allowable withdrawal load(160)of 1,380 lb. into SP, 1225 lb. into DF, and 1,020 lb. 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.An additional DTT2Z can be added at the lower bolt to address an inward force. 6.A 3/8" HDG round washer is required with the use of a lag screw. 7. Fasteners: Nail dimensions in the table are diameter by length.SD and SDS screws are Simpson Strong-Tie®Strong-Drive® screws. For additional information,see Fastener Types and Sizes Specified for Simpson Strong-Tie Connectors. Code Reports Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida DTT1Z _� ER-102 I E.171 ER-130 j RR25818 D F011498) DTT2SS No evaluation report listing. DTT2Z ESR-2330] [i ESR-2523 i Ei RR25720 j [=J FL10441 DTT2Z-SDS2.5 II ESR-2330, ( 121 ESR-2523 I (� RR25720 I FL10441 J ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction Related Products https://www.strongtie.com/deckties_decks/dtt_tie/p/dtt#LoadTables 6/7 . eestanding Decks Decks that are free-standing do not utilize the exterior wall of the Rim joist existing house to support vertical or lateral loads. Freestanding decks allow the exterior siding to remain on the house, so there is less opportunitiy for water to get into the wall structure. ��=� j Freestanding decks may use precast � 44'/ footing pads set 12" below the surface r.� � of the ground on firm, undisturbed 40� Joist native soil. Rim ill overhang joist 1 (4 Freestanding decks require an addition- al ddition Joist al beam, posts and footings, instead of Grade a ledger board attached to the house. 4t) �/ ' `► ►moi t v AFig. 14:Freestanding deck Lateral Support Decks more than 30 inches above grade must resist lateral forces (wind and earthquake)with diagonal cross brac- ing as shown in Figure 15. Bracing shall be located between posts parallel to beams and bolted with a 3/8" diameter through-bolt at each end to the posts as shown. Diagonal bracing shall also be located perpendicular to beams. Bracing is required in every other bay between posts for decks with joist spans up to 8 feet, and in every bay for decks with joist spans greater than 8 feet. If the deck is free-standing,diagonal racing must be provided on all the posts and in both directions. J L — _ _L _ ..- U— — — —L- ■11 - -i_ - - - - -F- ■ ■ ■ ■ ■ ■■ ■ ■ ...... ....... . . > (1)3/8"dia. through bolt o / rpr at each connection 2X6 cross brace Nill ® D x coE 0 ® E C y 74 _Solid block at intersection of wood Bracing required every bay for deck with joist spans >8' braces with (1)3/8"dia. through bolt(typ) Bracing required alternate bays with joist spans 58' Fig.15:Diagonal bracing DECK DESIGN GUIDE11 . TYLE}Z-&F.ov''' CD3=16Li--11 1.-1 Li r _ T. r T. - ptEcervED , / t r- i r . 75.03' i Hid: Cov: 2030 eq ft 0 EEDTota every oue; 2810 JA 118 2. 0 - , / -a M� I ,n \ coverage: 20 % / 28 % total _. u6l� T A 1 .,, /'`-iG 226 u ———— 228 i 6 0 rwag, __ c b g Z 2 230 `;n'�. CI .0 '. N N 232 I i..r .... CI C (EI i SETBACK 4 — 1111 rillieT LINE (TYP.) 0 g lilt V. "Cit -r i (Tree protection' —23.53— . aI 1 JAN CD Cantilever . .� I I_ 8 . ® ,, 20.00' 101 2t `-;f -). The pr. is• reviewed PUBLIC �"f L '.: I° this pla •cele that the trees STORM, : f G Q i and tree protection are accurately 'Q SANITARY u represented;tree protection SEWER, ACCES s measures are equal to or greater & TURNAROUND than those on the approved tree_ EASEMENT protection plan,which remains DIEM .25.03 � ! g 239 0F ❑ 1 applicable. • u • II ii71/17/frt 11.. 44.114-..- cEir 7:1 is '� r' { II 4, �r' o• Morgan Nolen,Project Arborist iiii ISA Board Certified Master t,' rr0 Z 230 �� `�t2 Arborist,PN-61450 „` -1'7 L ® s �� ® . ISA Tree Risk Assessment Qualified `0 —I 1 Q tO V ® / ® / Date:January IB,2018 -0,7:--G) g LJ Z I- bt mz0w I{ r� SS r Ii ,r 1 / REDBERRY COURT C 041)i I ( %1 ,': A mmumv " '.- NORTH II 111111— \,_.. ) PLOT PLAN NOTES: 20 0 10 20 40 1. BASED ON SURVEY INFORMATION RECEIVED ON 11-29-2017. i mu moon simisimi 2. PLOT PLANS SUBJECT TO CHANGE BASED ON FINAL PLAT. on IIIIIII I= M 3, UTILITIES SHOWN BASED ON PRELIMINARY CONSTRUCTION PLAN. 1 inch = 20 ft. Pae M.9e 119E m.o. Riverside Homes,LLC 'E- ENGINEERS Progress Landing N0399 17933 NW Evergreen Pkwy Beaverton,Oregon 97006 Engineering Lot 09 IRMO 5036450986 &Pianntng 21990 sty �.e erry Court 1 3900 I Jol min Mae —- 9Pem.aOW 91124 1 Meal 4401 603 0914402 Poe f RobertC, Plotted: Jon 05, 2018 - 11:59om, P:\N0399\dwg\Eng\Plat Plots\01-05-2018\N0399—Progress Landing 09.dwg FOR OFFICE USE ONLY-SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT IN : 4 Transmittal Letter T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: Prt-) 41A) DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED DEC 2 6 2018 FROM: 'Ty(4✓ C,'o u-' CITY UI IMAM COMPANY: t,�(---e i ;'0 MC V--Vi-S 3UILDING DIVISION PHONE: (-0-2, b"( -jG'1`tq By:y` RE: 1( 4' © ' 46e-rvl GJ-,, S zot - 0031 (Site Address) (Permit Number) (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. X('s)Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: FOR FFI E USE ONLY AAn/ Routed to Per lit Techn' ian: Date: 1 i % Initials: 4414' Fees Due: Y]No Fee Desc ' tion: Amount Due: 1/2__ ?.e.ft\ 0.-tAk-t-1"- -- $ (--(S $ Special Instructions: Reprint Permit(per PE): El Yes o ❑ Done Applicant Notified: Date: / /3 (/ Initials: 1:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012