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14-105840 • •ilding- Single Family City of FederalWay P it #: 14-105840-00-SF Community&Econ.n.Dev.Services 33325 8th Ave S Federal Way,WA 98003 lns action Request Line: (253) Ph:(253)835-2607 Fax:(253)835-2609 p ques835-3050 Project Name: WYNSTONE EAST LOT 86 Project Address: 1122 SW 338TH ST Parcel Number: 957850 0860 Project Description: ADD-Construction of a 160 square foot deck. Owner Applicant Contractor Lender LENNAR NORTHWEST INC LENNAR NORTHWEST INC LENNAR NORTHWEST INC OWNER IS LENDER 33455 6TH AVE S SUITE 1-B 33455 6TH AVE S SUITE 1-B LENNANI893QG (11/7/15) FEDERAL WAY WA 98003 FEDERAL WAY WA 98003 33455 6TH AVE S SUITE 1-B FEDERAL WAY WA 98003 • Census Category: 434-Residential alt/add-no change in number of units Includes: #1 #2 #3 #4 Occupancy Class: Construction Type: Occupancy Load Floor Area(sq.ft.) 0 0 0 0 Additional Permit Information New/Additional Sq.Feet-1st Floor 0 New/Additional Sq.Feet-2nd Floor 0 New/Additional Sq.Feet-3rd Floor 0 New/Additional Sq.Feet-Basement. 0 New/Additional Sq.Feet-Deck 160 New/Additional Sq.Feet-Garage 0 Mechanical to be Included? No New/Additional Sq.Feet-Other 0 Plumbing to be Included? No New/Additional Sq.Feet-Total 160 No Fixtures Associated With This Permit li PERMIT EXPIRES Monday, May 11, 2015 Permit Issued w Wednesday, November 12, 2014 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: Date: 1 (I - It MPaL THIS CARD IS TO MAIN ON-SITE c�rY of �1�ry i ' ` • e Construction I ection Record Federal Way INSPECTION REQ TS: (253)835-3050 PERMIT#: 14-105840-00-SF Address: 1122 SW 338TH ST Project: LENNAR NORTHWEST INC FEDERAL WAY, WA 98023 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. O SWM Precon Site Mtg(4400) - o Initial Erosion Control(4365) ❑ Footings/Setback(4110) Approved To be done prior to breaking ground Approved to place concrete By Date By Date By Date • . . . O Foundation Wall(4115) ❑ Drainage/Downspout(4040) 0 Slab/Concrete Floor(4255) Approved to place concrete Approved to backfill Approved to place concrete By Date By Date By Date `O Underfloor Framing(4285) ❑ Floor Sheathing(4105) ❑ Shear Walls(4245) Approved to sheath floor Approved to install flooring Approved to install siding By Date By Date By Date '0 Roof Sheathing(4220) CI Fire/Draft Stops(4095) `El Interim Erosion Control(4370) Approved to install roofing Approved Approved By Date By Date By Date ' Prior to scheduling a Framing inspection; 1 Framing(4120) Insulation(4150) I lectrical,Plumbing&Mechanical Rough in and Approved to insulate Approved to install wallboard ire/Draft Stop inspections must be signed-off and approved. IBC 1093.4 . By Date By Date ❑Gypsum Wallboard Nailing(4130). ❑ Final Erosion Control(4375) ❑ Final-Building(4050) Approved to install mud&tape Approved A j.n IP I `By Date By Date By Date//4/76 O Rough ElectricalEl Final Electrical Right of Way Approved Approved Approved By Date By Date By Date _ Y • • , . CONSULTING ENG/NEERs PACIFIC NORTHWEST ENGINEERING INC. ENG N E E 9 i N G November 19, 2014 #14-1159 Lennar Northwest,Inc Attn: Gary Betz 33455 6t'Ave S;Unit 1B Federal Way, WA 98003 Subject: As-Built Rear Deck Plan Number: 2845-A Site: Wynstone Lot#86 1122 SW 338th St Federal Way, WA 98023 Mr. Betz, Pacific Northwest Engineering Inc. (PNE)has reviewed the as-built wood-framed deck foundation on the 2845-A located at Wynstone; lot#86 and have found the attached the 12"x18"x8"deep concrete piers which are incased in concrete are adequate to support the deck loading without modification. Reinforcement may be omitted in this application. If there are any further questions or concerns, please contact our office. Sincerely, J Todd M. Phillips, S.E. 4;10 firitgitt Pacific Northwest Engineering, Inc. r st 1,!' 1 - '14 Pacific Northwest Engineering Inc. 1944 Pacific Ave;Ste 310 Tacoma, WA 98402 Phone(253)682-2850 Fax(253)682-2851 • • . , —" COMPANY PROJECT Pacifc Northwest Engineeing 2845 .•••, +, 253-682-2850 D2 Nov.6,2014 15:37 N L3 I (\! k_ Er I-i I [V 1:,:; Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit Loadl Dead tern Start End Start End Load2 Full Area No 10.00 (5.50)* psf Live Full Area No Self-weight Dead Full UDL40 .2 (5.50)* psf No *Tributary Width (ft) 5.2 plf Maximum Reactions(lbs) and Bearing Lengths (in) : I 12'-3" 43 RP 0' 46' Unfactored: 12' Dead 142 Live 523 452 142 Factored: 1650 523 Total 665 2102 Bearing: Length 3.00* 665 Min req'd 3.00* 3.00* 3.00* *Minimum bearing length setting used:3"for end su 3.00* 3.00* pports and 3"for interior supports Lumber-soft, Hem-Fir, No.2,4x8(3-1/2"x7-1/4") Supports:All-Timber-soft Beam, D.Fir-L No.2 Total length: 12'-3.0"; Service:wet; Lateral support:top=at supports, bottom=at supports; Analysis vs. Allowable Stress(psi)and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 50 Fv' = 116 y Bending(+) fb = 278 fb/Fb' = 0.43 Fb' = 875 Bending(-) fb/Fb'' = 0.32 fb = 494 Fb' = 875 fb/Fb' = 0.56 Live Defl'n 0.02 = <L/999 0.20 = L/360 Total Defl'n 0.03 = <L/999 0.30 = L/240 0.11 0.09 Design Notes: 1.WoodWorks analysis and design are in accordance with the ICC International Building Code(IBC 2012),the National Design Specification(NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 8 of 8 411 • ' COMPANY PROJECT Pacifc Northwest Engineeing 2845 253-682-2850 D1(WYN 86) Nov.6,2014 15:36 k-, r.j (.. I Ni k- f_ F-7 3 r.1 to Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit Loadl tern Start End Start End Dead Full Area No 10.00 (16.0)* psf Load2 Live Full Area No 40.00 (16.0)* psf Self-weight Dead Full UDL No *Tributary width (in) 2.2 plf Maximum Reactions(lbs)and Bearing Lengths(in) : 0' 7' Unfactored: Dead 51 Live 176 93 Factored: 317 Total 227 Bearing: 410 Length 3.00* Min req'd 3.00* 3.00* *Minimum bearing length setting used:3"for end supports and 3"for interwr supports 3.00* Lumber-soft, Hem-Fir,No.2,2x8(1-1/2"x7-1/4") Supports:All-Timber-soft Beam,D.Fir-L No.2 Floor joist spaced at 16.0"c/c;Total length:9'-3.0"; Service:wet;Lateral support:top=3.5 bottom=at supports;[in]Repetitive factor:applied where permitted(refer to online help); Analysis vs. Allowable Stress(psi)and Deflection (in)using NDS 2012: Criterion Analysis value Design Value Analysis/Design Shear fv = 29 Fv' = 116 fv/Fv' = 0.25 Bending(+) fb = 318 Fb' = 936 fb/Fb' = 0.34 Bending(-) fb = 142 Fb' = 742 fb/Fb' = 0.19 Deflection: Interior Live 0.04 = <L/999 0.23 = L/360 0.18 Total 0.05 = <L/999 0.35 = L/240 0.16 Cantil. Live -0.03 = L/881 0.14 = L/180 0.20 Total -0.04 = L/681 0.21 = L/120 0.18 Design Notes: 1.WoodWorks analysis and design are In accordance with the ICC International Building Code(IBC 2012),the National Design Specification(NDS 2012),and NDS Design Supplement. 2.Please verify that the default deflection limits are appropriate for your application. 3.Continuous or Cantilevered Beams:NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4.Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 7 of 8 co 28'-0' • 3'-0, 4, 5'-0' 16'-0' t SEE DETAIL FL22 FGR 4" CONC. RAILING ATTACHMENT STOOP D . TO G' D • I 2'-l0�• DECK iu o+6'-0' 4'— Cu J' 6'-0' 2'-9' 3'-0' 3'-2' • • SW4 SW4 SW4 14SW4 • MAIN FLOORZO SHEAR WALLS, HOLDOWNS , AND STRUCTURE jJ 2x6 TOP RAIL 2x4 BETWEEN POST MAY BE INSIDE OR POSTS W/(2) 16d TOE NAILS EACHir..------.:, . ...._.........:::______• OUTSIDE OF EDGE JOIST END, 16d L 12' O.C. 2x6 TO 2x4 2x2 BALUSTER c0 OVA= Nam P.T. 4x4 8' O.C. z INSIDE OR O 2x2 BALUSTERS 'i'x MAX SPACING OUTSIDE OF �[) cv EDGE JST, LESS 2x DECKING OR T&G * THAN 4' DECKING W/ WATERPROOFING BETWEEN P,T. 4x4 8' D.C. PER ARCH. DRAWINGS MAX SPACING 2x4 BOT. in • �►-�-RAIL WITH I AlaUSP DTH-TZ TO 2x4 BLK EA. ADJACENT 2x8 JST, END ��j,j=� INSTALL PER MEG ��►'1►�41►'j►�j►7'�'`��►�,1 • I IR„,,, C2) '4� HDG BOLTS, T_�� la NUTS, & WASHERS FOR - �l 4x4 POST / - USP WS15 SCREWS BLK'G W/(3) 16d S-S THROUGH JST OR BLK'G ON (3) SIDES N '2x8 JSTS 2x BLK'G OVER BM PIN, OR SECTION S-S PER PLAN P.T. BM PER PLAN DECK RAILING DETAIL FL22 LL358 (LEDGERLO) PLATE AND W/ CORROSION NAILING PER SW SCHED. i I FINISH PER ARCH. RESISTANT COATING i PER ESR-1078 SUB-FLOOR • FLASHING PER ARCH. • D-D MIN 1-Jo' RIM JST 1111" I (2) ANCHORS TO 2•MIN I ^ _ LEDGER LOC 1 �- . 0 JST TYP SCREWS, STAGGERED '��,�� 2'MIN Ir fi'i��' P.T. JSTS 8' O.C. 1„'i, r PER PLAN � :� III 0 _ ,25• STAGGER D 2x SILL OR TOP ►�_ JL HANGERS, U.N.O. MUST USE PLATE OF WALL HDG COMMON NAILS AS SECTION D-D BELOW SPECIFED BY THE HANGER MFR SCALE, N.T.S. RT. LEDGER TO MATCH JST SIZE DECK LEDGER ATTACHMENT DETAIL W/ LATERAL ATTACHMENT FL24 22" MIN. r" P,T, BM PER PLAN ��5 3"ox4-W" LAG BOLT IR 32,o THRU-BOLT 4:10 ' ='-0" & A ' J VE) z U PBS OR PCM POST CAP MIN, P.T. 4x4 KNEEBRACE (6x6 REQ'D @ 8'-0" AND ABOVE) P.T. POST PER PLAN • W 0x4-W LAG BOL' IR WO THRU-BOLT %"0 @ 8'-0" & ABOVE► *NOTE: NOT REQUIRED ON POSTS ' )c 5 LESS THAN 4'-0" IN HEIGHT STRUCTURAL KNEEBRACE DETAIL FL33 CO 4- 0 N FOOTING SCHEDULE 18,0 18'0x6' CONC PAD V/(1) #4 E.V. 1 , • 4X4 P.T. HF#2 k 16'-0' ATTACH W/ WE OR 6 -0 ' PAU, (3) LOCATIONS / 6 O 2'-0'. 36X36 CONC. STOOP 18.0 18.0 118'0 3-1O �� a MIN.. THICKNESS S! y 28'-0' et ' t OR rN. FDf FO. S� 7 \`h \ s y D-1 D-1 �1 �, L r FOUNDATION PLAN flNNYJ CO O CO MAINFRAMING // ��'`� �� FLOOR • 16'—O' SEE DETAIL FL22 FOR 2'-0' 6'—O' 6'-1' 2' 0' RAILING ATTACHMENT A4X4 P.T. HF#2 ATTACH W/ VVE OR PBS/PBE, (3) LOCATIONS 11111 —pfrAl -11 •; ` / I _ (6' MAX POST HEIGHT) SEEKNEEBRACE DETAIL FL33 FOR ATTACHMENT H P.T. 2x8 HFi12 DECcn JOISTS a 16' B.C. U.N.1. � Tor FDS OR FD6 '� Ili. TB TZ I• ���II; � 0-1 / OC ON 1, l 0 ill I r (4 0 ,•, 'M'■ - 2X\b -krs^ -K 16 Z RECEI 4103 CITY Of NOV 12 2O1� PERMIT APPLICATION Federal Way City OF FEDERAL WAY CDS 0 PERMIT NUMBER �/ f - © S " - S TARGET DATE SITE ADDRESS SUITE/UNIT# 1122 SW 338th St PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL# $ 185,020.00 RS7.2 957850 _ 0860 TYPE OF PERMIT 0 BUILDING 0 PLUMBING ❑ MECHANICAL 0 DEMOLITION 0 ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT Wynstone East Build deck PROJECT DESCRIPTION Detailed description of work to be included on this permit only NAME PRIMARY PHONE PROPERTY OWNER Lennar NW Inc. 253-590-2208 MAILING ADDRESS E-MAIL 33455 6th Ave South,Unit 1B norena.edgecombe@lennar.com CITY STATE ZIP Federal Way WA 98003 NAME PHONE Lennar NW Inc. 253-590-2208 MAILING ADDRESS E-MAIL CONTRACTOR 33455 6th Ave South,Unit 1B norena.edgecombe@lennar.com CITY STATE ZIP FAX Federal Way WA 98003 WA STATE CONTRACTOR'S LICENSE# EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE# LENNANI893QG 11/7/2015 20-13-100182-00-BL NAME PRIMARY PHONE Lennar NW Inc. 253-590-2208 APPLICANT MAILING ADDRESS E-MAIL 33455 6th Ave South,Unit 1B norena.edgecombe@lennar.com CITY STATE ZIP FAX Federal Way WA 98003 NAME PRIMARY PHONE PROJECT CONTACT Norena Edgecombe 253-590-2208 (The individual to receive and MAILING ADDRESS E-MAIL respond to all correspondence 33455 6th Ave South,Unit 1B norena.edgecombe@lennar.com concerning this application) CITY STATE ZIP FAX Federal Way WA 98003 NAME PROJECT FINANCING N/A-Owner Financed 0 OWNER-FINANCED Required value of$5,000 or more MAILING ADDRESS,CITY,STATE,ZIP PHONE IRCW 19.27.095) I certify under penalty of perjury that I am the property owner or authorized agent of the property owner.I certify that to the best of my knowledge,the information submitted in support of this permit application is true and correct.I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to arty claim(including costs,expenses,and attorneys'fees incurred in the investigation and defense of such claim),which may be made by arty person,including the undersigned,and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information suppl to the city as a pa of this application.11caSIGNATURE: a e./ DATE 10 jv- PRINT NAME: Norena Edgecombe Bulletin#100—January 1,2013 Page 1 of 3 k:\Handouts\Permit Application • s ' VALUE OF MECHANICAL WORK MECHANICAL PERMIT $ Indicate how many of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER(Descnbe) AIR CONDITIONER FIREPLACE INSERTS HOODS(Commemtap BOILERS FURNACES HOT WATER TANKS(Gas) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES VALUE OF PLUMBING WORK PLUMBING PERMIT $ Indicate how many of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. BATHTUBS or Tub/Shower Combo) LAVS Gland Smks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS(Kachen/Uhhry) WATER HEATERS(Electr)c) HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS None Lakehaven Lakehaven None EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? None 0 Yes CifNo 0 Yes ut No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE FIRST FLOOR(or Mobile Home) None izi. `��'�h -� �' "': r,,�z �,ti{IS+IF�3��i a.�������� , Sr �'f+'ki -::-47: „ix-, Y COVERED ENTRY None -,i,:,...,. ,.i,..:::4... i K-..'",'f . None x'[6Q.: k... .!4(1-- --..,:: • GARAGE 61 CARPORT ❑ None 1t��� _fit ;; s :' ;' 'T:-�s; • :' y., ..r. ,,,.. }:,,.;..'' . ,x -'4 C7OSYIt6 PROPOSED TOTAL Area Totals ..:,:t7..-g:: _ . .4 ----.�... , *'N W Hollis Rz * . .. :M•-. - . ESTIMATED SELLING PRICE$ #OF BEDROOMS COMMERCIAL—NEW/ADDITION AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information is Square Feet Type Stories ADDITION COMMERCIAL—REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION `rea Occupancy Group(s) Construction #of Additional Information in Squareare Feet Type Stories •li' ri.. � Il'CYCA� ,--.:.:E:::;:-:,,,<.:- " TENANT AREA ONLY ier Bulletin#100—January 1,2013 Page 2 of 3 k:\I-Iandouts\Permit Application