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HomeMy WebLinkAboutBLD2024-01231 SFR - BLD Application - 10/16/2024 (2) Permit NO: ��aot24- 0,; 3 MASON COUNTY RECEIVED COMMUNITY DEVELOPMENT OCT ' Z024 ..0 Permit Assistance Center,Building,Planning BUILDING PERMIT APPLICATION t PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: z NAME: WkkUfr T• S yv-,F y- NAME: MAILING ADDRESS: .C MAILING ADDRESS: CITY: A I S'I'A'I'E:Lvr7- 7.,IP: q CITY: STATE: ZIP: PHONE#1:� - T PHONE: CELL: z PHONE#2: U- EMAIL: - EMAIL:i1n VYt(.}i i, 1 4 t�(� t L&I REG# EXP. - PRIMARY CONTACT: OWNER CONTRACTOR❑ OTHER❑ NAME it EMAI L�'� '• 3J� A i -li I• cQ•� MAILING ADDRESS.-Ij. 431 CITY I� �_I-t .Jq STATE wAL. ZIPO!j 5. Wk PHONE CELL 312k (n „ PARCEL INFORMATION: PARCEL NUMBER(12 Digit Number),UI I tp 'f 5 —OL C>l O ZONING LEGAL DESCRIPTION(Abbrevi d) FIRE DISTRICT. _ ife SITE ADDRESS C _ C[TY X DIRECTIONS O SITE A RESS t b r � .Vt.�s1�- IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ NO g Srq W LO AD:off✓psf IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Clwckallthatgpp v): SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑ TYPE.OF WORK: NEW 5' ADDITION❑ ALTERATION❑ RFPAIR❑ OTHER ❑ c USE OF STRUCTURE(Residence,Garage,(7(mw vi(d Bldg,Etc.) ��I ,VI eQ i IS USE: PRIMARY SEASONAL❑ NUMBER OF BEDROOMS_ NUMBER OF BATHROOMS_ HEATED STRUCTURE? YES(Whale Bhlg)❑ YES(ran/s)oJBldg)g_ NO❑ DESCRIBE WORK p -t-W S�'9- $,)I GPGt,Vot G- SOUARE FOOTAGE:It,,pjm edj 1ST FLOOR-aj05,')—Sq.ft. 2ND FLOOR sq.R 3RD FLOOR sq.ft. BASEMENT sq.ft. DECK sq.ft. COVERED DECK_52b sq.ft. STORAGE sq.ft. OTHER Sq.ft. GARAGE sq.ft. detached g Detached❑ CARPORT sq.1t Attached❑ Detached❑ MANUFACTURED HOME,INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED'"` MAKE MODE. YEAR LENGTH W1DTI BEDROOMS BATHS SERIAL NUMBER ENVIRONMENTAL HEALTH: SFWAGE/SEWF,R SOURCE: SEPTIC SEWER❑ / NEW 9 EXISTING❑ PLUMBING IN STRUCTURE? YE§�g NO❑ Ijyes,attach con0eled Water Adequacy Fornt PERIMETER/FOUNDATION DRAINS PROPOSED? YES'K NO[] EXISTING SQ.FT. EXISTING BEDROOMS�_ PROPOSED BEDROOMS­3�_ TOTAL BEDROOMS _ OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of such Is byr signature below.I declare that I am the owner and I further declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the necessary parties,including any easement holder or parties of interest regarding this prolate• The owner or legal representative,represents that the information provided is accurate and grants employeas of Mason County access to the above descr bed property and structure(s)for review and inspection. This permit/appra:ation becomes null&void if work or authorized construction is not commenced within 18O days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 14,08.42) y Signature of OWNER(Must be sinned by the OWNER) Date DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS BUILDING DEPARTMENT PLANNING DEPARTMENT FIRE MARSHAL PUBLIC HEALTH C OVAL SOMMER GRAPEVIEW RESIDENCE H O M E S Coval Homes,LLC. COVAL HOMES PLAN - SITKA 202(253)6 Street East Tacoma,WA 98445 (253)693-0446 CovalHomes.com info@covalhomes.com VICINITY MAP BUILDING CODE / ENERGY COMPLIANCE PROJECT INFORMATION Copyright C 2021 COVAL HOMES LLC ' 2021(1 RC)International Residential Code with Washington State Amendments PROJECT ADDRESS: 230 E Rivendell Rd, 2021(UPC)Uniform Plumbing Code(IAPMO) Graperview,WA 98546 2021(Vil International Energy Code of Washington State,Residential Provisions PARCEL NUMBER: 22116-754)0010 ' T LEGAL DESCRIPTION: TR 1 OF SURVEY VOL 4 PG 53 EX 1-A PCL 2 See Structural Sheets for 230 E fayendall Rd. OF BLA#97-10#643354 Engineer Stamp Grapevany i 98546 2021 WA ENERGY CODE COMPLIANCE system Type D-.ripdon of Prlmaty N.etlnp Source Credlf. 4 For hearing system using a heat pump that meet federal standards for Vile 3 Professional Engineer Stamp equipment Invad m Table C403.3.2(2)or C403.3.2(9) OPTION DESCRIPTION CREDms) Compliance based on Section R4024.1.2. W Reaucefrretested air leakagetol.5 air ebangeswrbo„rhax,mumat JURISDICTION: Mason County 50 Pascals,or for R-2 Occupaiioes.opl—I compliance based on W e°SA Salton R402.4.t i.Rmnra Iry tester an leakage to 0 ill chn.ill P_ARC_F_I_C17F: 2.5 Acers Z Z r maximum at so Pascals and V J N Obi 2 All whole house ventilation r 1 5 # O egmrdmeral Code by Salon PROPERTY OWNERISI: SOMMER,ARTHUR J Z (n 6 rn M1 nnali of l M khan-I Cola&hallnttal Code or Season 403 8 of the Idemaro�al Mapnamwl toes snml as mat with a Heal recovery venhtatbn Anther 8 Samantha Sommer w Z��N syetam ,in Munnn—sansible neat recovery effro�enoy of 0 75 360-550-7613 J i e Po To quality to darn this creed,the building pshnrt drawings anah specyy 360-968-9323 Q V F- rn Me option bung saledae and shall spedty the maximum tested building mmesw12345@gmail.eom o ro air leakage and span show Me heat rewvery ventilation system. 0 ;tq P.O.Box 437 Allyn,WA 98524 %N Ay-source.ceh"lly ducted neat wmp with minimum HSPF 2 of 94 (HSPF of 11.01,A o--rally dulled air source odd climate variable rapacity J J v heat pump la VCHP)found on the NEEP cc VCHP qualdled Wad-fist wdn a 36 h-raum of 9 HSPF 2(10 HSPF)may be,used!to satisfy this requirement 1 U > To quarry to claim this uedil,the building permh drawings shall specify ENGINEER: BEYLER CONSULTING W the ophon barig selsol.add shall spedly the heahhg equ s.t tips 5920 100TH St SW#25 m and the minimum equipment eRdiency Lakewood,WA 98499 Water nearing system span mdude one d the followm9 253-3014157 Eleol-hem pump wale.heater—t,ng the Me--for Tier hl of NEEA's advanced water beating speoAration bti 2 To qualify to cl—this vd,l,in,building parmb drawings snap specify the opton bang selyots l and shall specify the water heater equipment type....rnnurn— q.,pra-1 Molerioy. SURVEYOR: AS REQUIRED AI of the full—ni;aloplonor s shah ba new and installed to the oval unit and shall meet the following standards: W 1.Dhshwasner.standard-Energy Star rated.Most Emoem 2021 SCOPE OF WORK: CONSTRUCT A NEW 2052 S.F. U or Dishwasher.mmpac(-Energy Star rated(Version 6.0) \ 2 Refrigerator la pmvdrdl-Energy Star isles(veiswn 51) SINGLE FAMILY RESIDENCE Z \ 3.Washing mash (Residenfral)-Energy Star rated(Verelon 8.1) /� W r t 4 Dryer-Eriergy Star rated.Most Ef i—at 2022 5 CO O � To qualay to actin mis erase the wamnn periii4 araw,ugs anon speedy BIDDER DESIGN: MECHANICAL PLUMBING,MFR TRUSS � Ma option bang smeded and shall snow trio appuarke type and pmwde CONNECTIONS,EXTERIOR CLADDING TO BE L�)./.( W-0� dowmentason of Energy Star compliance At the lime d inspection.all W ■ aoiii-m ee snail a caps re aria enh,"ob t lb ubi tall Dryer duds and DESIGNED/DEFERED SUBMITTAL(PER 106.3.4.2) ir coD0 unit r drys vein caps are rid pemuned to ce.nstaned�n Me dwelsng > O C O Q —— °"h CONTRACTOR: 2023 1 HOMES LLC Q LU-p 3Q 0 O q Taco 125th Street East Q W 4)>U i f) Tacoma,WA 98445 Theproposed building hiphanenvelope UA is less than 1 equal to the target a LLI LU 0(p UA and therefore in compliance with Table R402.1.2. CONTACT: U fq r construction@covalhomes.com w W 360-662-1520 N 1 O N CV Front 3D View TOTAL ENERGY CREDITS=8.0 LU Bask Covered Porch 0 352 SF Area Summary (n Name Area Eaves 8 Overhnaos Sheet List _ E 326 SF Gross Building Area Sheet Level 1 Building Area 2052 SF Number Sheet Name Level 1 Building Area 2052 SF No. Description— 2052 SF A001 Cover Sheet Garace Exterior Area A101 Floor Plan �-/ Back Covered Porch 352 SF A201 Elevations 528 SF Eaves&Overhnags 326 SF A401 Details o �I Front Covered Porch 176 SF E101 Electrical Plans— Garage itka Garage 528 SF S1.0 Structural Notes&Details — — -- — — w R R l ____. 136zSF S2.0 Foundation Plan Cover Sheet --- rP = @ F # 1 Total Impervious: 3435 SF S2.1 Roof Framing Plan Front Covered Porch 53.0 Foundation Details 176 SF S4.0 Roof Framing Details _ Prowl nutMx CH2419 n Back 3D View Level 1 Dat. 2 02 4 01/1 5 1/16"=1'-0" Dram by ADT Checked by ADT A001 sine 1..0.11 a NOTES: Window Schedule 1. ALL MEASUREMENTS ARE TAKEN FROM THE EDGE OF FRAMING ` i 2. SEE E101 FOR VENTILATION SMOKE AND CO2 DETECTORS Type Mark Construction Type Width Height Head Height Count �// L A Double Sliding Vinyl Window 1 U-0" 6-0" 6'-10" 1 H O M E 5 B Fb(ed Window If-V. 7-0" 8'-10" 3 Azo1 C Sliding Vinyl Window 8'-0" 5'- -0 8'-10" 3 Covell Homes,LLC. 2 D 4'-0" 3'-Cr 8'-10" 1 2023 125th Street East 5 4 3 2 1 Grand total:6 Tacoma,WA 98445 (253)693-4446 77-Ir 12'-n' 22'-n' te'-0" 22'-7 Door Schedule CovalHomes.com _ info@covalhomes.com Type Mark I Construction Type I Wdth I Heigh lCount, AJ) 1 Int.Single Flush Door 7-8 6-8" 1 2 Int.Double Sliding 5-0" 6'-8" 2 CW~tQ 2021 COVAL HOMES,LLC I I I I 3 Garage Door 1V-0"T-0" 1 4 Int.Single Flush Door 7-8" 6'.8" 9 5 Sliding Glass Door 6-0" 8'-91f2" 1 6 Ext.Single Front Door I Extended Covered Porch 1 I 7 Ext.Single Flush Door 7-8" 6'-8 2 8 Int.Single Flush Door 7-2" 8'-8" 1 ao 9 Attic Access 1'-10"2'-6" 3 See Structural Sheets for 10 Crowlspace Access 1'-10"2'-&' 1 Engineer Stamp Grand total:22 I I � ///Roo(Outline I 1S"Typ.Q Eaves Above /� Eneroe Star Aodlance Note All dine tollow appl antes shall be new and metalled in the dwelling B Safety Glaa �' y��" Y B inn and anon meet me following standards Professional Engineer Stamp I Dishwasher standard-Energy Stu rated, Egress _ _J f , I 4____ 7� 1•-0•• 2r Refrigerator� (if prer ovided)ided)-Enerct-Energy gytar Started rated Most 5 1)021 4IND .Drye Washing Ene gy Starr rated Most Effluent 2022 Stu rated(Version 8.1) w Pantry i O' �h�. 12"Typ.Q G.aa. W Dryer ducts and exterior dryer vent caps we not permitted to be installed Z b �"hen I I � �,+ ® (Laundry I.'��\.I'. in the dwelling unit w the time d inspe000n. �Z_rn� b. 3'.0" 4.-0" Ise L V J Bedroom 3 w < � z D 3:- - - - - L"� - 2 Bay Garage. Appliance Schedule w U)U)Q Dinning I Type Description J O cm=3 20 Mmub Fire Rated-Equip Q U F- 7' 0" 5'-0" b 1'-4" with Self Close g Dewce per ��s// EO EQ F ri ❑ eve with R302.5-Weather Strip, 45"Hx29"D1Q9"W �er LL N 45"Hx29"Dx29"W Top Load Washer LU N m All Intoner Wan. cvwe.corm Waue ll nrz W'Hx33"Dx33"W French Door Refrigerator J N J Insulated For Sound r.Lev a closet ® 1 r """ I R r/c ling.We 5/6 Type 36"Hx26"D)Q9"W Electric Range (� } �1 x rcrpecrl g a 4 A201 33"Hx24"W24"D Dishwasher D LU ® to NN m Bath Min. r. I I Room Area C0 5 Bath I w" I Pr.WIC Name Area b I Vault Peak ir-rcon-toopening { 82Closet 12SF re i 2'-8 12" r; WdP0n, EO Eo I .Q C'rwe D {.. B3 Closet 12 SF z LA '-1a' � I Bath 57SF W U Z Azo1 1 - I - - - C Bedroom 2 142 SF -B2 Goaet- ® I ® m � I � I _- ---- Bedroom 3 144 SF (n U1 W Coat 8 SF U) 1p Eo Ec i 11-g Dining 151 SF LLJ r-o• s-a' ' Entry 25SF a woo�,0- Great Room 535 SF C C)Vault start 3 I Kitchen 173 SF LU'a,Q p O A401 Laundry 58 SF Q N U ur) e f LIN 7 SF W Z 3 C r ` Bedroom 2 b Pantry 59 SF U d a) 0 CD Primary Bedroom h FT Bath 83 SF LLB p p 2 04 Great Room Pr. -.Lav 37 SF j men Vaulf Start Pr.WC 100 SF O N 0 Primary Bedroom 242 SF W Egress UTIL 25 SF a - ttoox O b a'-°•. to Safety Glass Epees No. DaaeN on Data 24'k36'Crawl Space yPar Access b Per R406.4. Gas Stub Construct Framed Ladder ® O Hose { I I I I I 24k36 Attic Access Per Raw 1 rA I Bib O 6x6 Post 8 Pier II//L \I J Pad Per Structural Covered Entry I Shoff 6 Rotl Sitka HVAC Unit-A r nsourw, �\ c trdly ducted heatpump with minimum HSPF 110 12' 0" 22• 0" 76'-0'• Cpumpold mate variable capacity9HSP t Shell wimaminimumo(9HSPF Floor Plan -MeeR ctridrds in so,-0" 22'.0" C403.3.2(2)or C403.3.2(g) 5 4 3 Tier(III Heat Pump 0 Gal Shower G Heater- ® Install Water heater Seismic Gm Project nu~ CH2419 A207 Bracing per Cade M1307.2 Data 2024/08/15 Mchanical Damage Pr ® ADT Note per lRC Section O Tub/Shower Combo Drawn by —- M1307.3.1 Checked by ADT Level l Ro40-mang Downspout n 1/4'—1'-0' 6"Wall n o A_ 101 " Floor Transition a 4"Wall C Ceiling Transition ---------- scale As indicated - 6c tQTs: 1. ADDRESS MUST BE LOCATED ON THE HOUSE WHERE IT IS A EASILY SEEN FROM THE MAIN ACCESS ROAD. Cj©V A\L (OWNER RESPONSIBILITY) H O M E 5 Coval Homes,LLC. 2023 125th Street East Tacoma,WA 98445 (253)693 4446 CovalHornes.com info@covalhomes.com copyrwt C 2021 COVAL HOMES,LLC A B D E 1 2 3 4 5 l��Rigi�d ae - - �0'-027/32" - - - - - - - See Structural Sheets for I / Engineer Stamp \ I I I I i � I /� \ I I L,_Topes late //- — — — — — ——— \ Professional Engineer Stamp � 1 I � LJJ LU �I I Z Z Level 1 - - - - - __ �• - o o 0 o W fno_i¢� Inn S ------- -- - Crevi pace vent St.. Vero In Stem Wall Typ_ Z m WWI YI Typ. 0 R ht 2 flack __ —— J r of 1 3116"=1'-W 3111=1-1 U o ;tCn o W N Y F— J0)_j U w � m H U) LU U Z (n LLJ Cl) 0 W (0 wwooO A ' Q w Q o0 ��()1? E D C B F"" LU a w a) 0 5 4 3 2 1Rid He ht - — - - UJ w o a N — — 20'-0 27TI — "7 (�c`7 (V 12 Fibergi—Comp.shingles ---.---- — t— Class B Min.Typ. \ c Sm x e Barge wl 1x4 O Whine Weed Tnm,TO �'. •� 5/4x6 Whine Wood Fascia,Typ. 5"Gutter A Downspouts Pine TAG Solfit covered Areas 1. No. Descnp8on Date Cement Lap Siding,Typ. ,per - 5/Window Tnm,Typ. ° °LJ ❑❑=—C ---- - r"I7 T],F I 5/4x6 A 5/4x4 Comer - - - - Glass In Garage Door - Boxds Typ Top Panels,Typ. Finished Grade Shall Slope ❑L `-_I f--. _ LeV81, _ - - - Sitka Away From Building 6"m - - - - - - - -- - -- -- 10'Mn.Typ.1J !_. � 0• - - - -- - - 6x8 PoctA Pier Pad Per SWMral In Stem Well Typ. Elevations Front 4 Left Project ncmcer CH2419 Date 2024/08/15 Drawn by ADT Chocked by ADT A201 Scale 3/16 =T-0" 126' 66 n W33308 4 3 2 1 COVAI: F602342312 W3930 e - - - - - - A - 49 or... B,B-R I A H O M E 5 I I I SB36B - I I I Coval Homes,LLC. y him ink mods no idea d0 ita to lypital sink r'/1z' 2Ta rn , Street East Door b by others �► e - - — - - - - - Tacoma,93 4 445 I_<- � I I I 3•-a• s•-c e'-s- 3•-m I (253)693-4446 to N B CovalHomes.com info@covalhomes.com Diagonal W m Hatch Attic Space 3 ot (2460 SOFT) _ Q Iry W copyright C 202/COVAL HOMES,LLC RIDGE VENT-36 w 9 2 8 S m LINEAR FEET - - - 3 O I n I C W CROSS VENTILATION /••� m H I 13 RAFTER BAYS 1 i', I C o m > W 93 3 48" L� o See Engineer lStamps for - --i no \m I Co-Hii a -Super m I 3 W 12'x 6"VENT @ TOP OF Sitka Job a Job Name w 7"/12" T'/12^ LLLLn"' S '� STEM WALL,TYP. O AOK DOOR COLOR ie li S)V�DB12 VBB2435 vsezdas 3 :or 'Main 6eM' E - - Professional Engineer Stamp S RAFTER BAYS - - N Cabinet La out ROOF n Under Floor V tilation Plan L.L 9 3Z=1,-0„ 8 ��=1'-0" 7 3/32"=1'-0" w W LE Z Provide continuos;Manufactured UNDER FLOOR VENTILATION CALCULATIONS Z Venting Along Roof Ridge-Install Per E E E aJ OR Manufactured Specifications-See E E Insulated Supply& MINIMUM VENT AREA RATIO(With Gass 1 vapor retarder material): 1/300 Installation Locatlonc In Arch.Root Plan Retum Duct s AREA UNDER FLOOR: 1951 S.F. z =3 a�,o -Pnpwae z Gap m m m VENT AREA REQUIRED: 8.53 S.F. LLJ Z N Q N Sheathing For An Flow Each Vent is.5 square feet Z v Root Sheathing,Paper and Shingles E R-0 Minimu E Code Number Per Number Of Vents PNumber Of Vents rovided: 14 07 Q V oo 00, E >3" -8 Minimum -42 Minimum Lij E SEE UNDER FLOOR VENTILATION PLAN FOR LOCATIONS a/0 m N E E 7 ATTIC VENTILATION CALCULATIONS N ot Y ATTIC VENTILATION IS 1/300 SO.FT. J �\\\\ ATTIC AREA ABOVE CONDITIONED SPACE 2,460 SOFT U / m °i Gypsum wmI Board TRUSS B PER F 2 T R DIA HOLES=.098 SOFTOFT)EA) 47X36--4.8=4.6 Low m LINEAR PER FOOT RIDGE VENT(.125 SOFT) 3fr 4.5 High(49%) PASSIVE ATTIC VENTS(.44 SOFT EA) 0 VENT AREA REQUIRED 8.2 SOFT U) 6 RIDGE VENT 4 BuM Ducts TOTAL VENT AREA PROVIDED 9.1 SOFT Min Roof Materials A Rated Shingles clans 3/4"=1'-0 1 12"=1'-0" e'1 s a Fen Over APA Ra ed tam Sheathing Install Baffle To Keep is'Clear For Attic Ventilation Per Code Vented 2x Blocking w/(3)7'Diameter Nate:Insulation Markers For Blown In Screened Holes Per Rafter Space Or Sprayed Insulation Pieced Every 300 -See SWctural For Connections W Sq Ft Shall Face Toward Attic Space. Fleshing Per Code V Install Draftstopping Per Code. -Lap Roofing Paper Over Z Continuous Metal Gutter /) W L7 Top Plate_ VU/ (D R491nwlation Per Code W U1- LZTo Fish Gutter D��_Do O 5/8"G.W.B.(Or)1/2"SAG >- 0) CD Resistant(I.R.C.,R702 3.5) 5/4x6 White Wood Fascia > Q -0 O O 5 4 3 Dbl.Top Plate 4 3"Sill Seal,Staple W U See Structural For To Top Plate w r Connections 3 Rfilge Vsrtl .Wntlow,Per Plan tl �_ 0 - - - - - - 2 - Ridge Height U.28 Min R-10 Insulation @ Headers U Q W > - - - - - - - - - - - - - - - 20'-027/32"V Uj �� Q L6 � Roof Truss Layout s Design I I N Per Manufacturer Plans. Header Per Structural 0 IY N N Install Fire Blocking Per Code of WWc a- G 1 R23 Bibs Insulation Per Code Exterior Sheathing,Building Wrap And ^� Siding Installed Per Table R703.3(1) („! Vapor Banner Paint Over Sheet Rock Atlk C Ventilation Bottom Plate&Stud To d Chose I Bottom Plate PT Mud Sill.See Structural for Conn actions Vwft Start Vault Skirt Hanger Per Structural Plans No. Gsert qr Dais - Vault Peak— - L1 T�1 Plat__8_Ll -—- Flash vedenor Siding Per and flashing 8'-1 V8�1 - L"ell :nalio.ecieasn��eeioano-nag Joist Per Structural Plans PP 9l /_ manner st prevent entry of water into the Extenor Door Threshold wall cavity or penetration of water to the . E building Vent Tframingcomponents. }_I,.- �i W1re Mesh R.in lorc n9 Per Code �- 17'x 6 Vent Top Of Stem WYI Typ. SI l^a 1/4•Per Foot(236)Max R381nwletlx Per Code ?l I pe Away From Home Gravel or Crushed Rock with Approved Extenar Lending El ❑ 3 1/2"M Concrete Pad Note:Floor insulation Shall Be Filter Fabric Placed On Top Before Backfikk Man Installed To Maintain Permanent Details Level 1 Contact WN,The Untlemde Of Earth - - - .� - subnoor Decking Supports Spacing - g vv P pe a a � - 4'Gravel or Crushed Rxk Is Not To Exceed 24 On Center. ,t Project number CH2419 _ _ - - - - — - _ - — _ _ - F011rldat'0n Earth Footing Dram Detail Provided For Reference And Date 2024/08/15 -.�, O 6 MIL Class 1 Vapor Bamer Home Owner To Confirm Requirement And -Extend To Foundation Wall Installation Per Soil Conditions And Building Code Drawn by ADT Crawkspace Pony Wall 6 Ovedap Joints 8" Not A Part Of Coval Homes Scope o Spread Footing checked by ADT Sec6an 2 See 5 a 6/S3.0 E ressLandin Foundation Wall.Be,Structural For Min.from footing A4 0 1 3 1/4"-1-0" 2 1"-1'-0" Dimen,aans,Connaoaons and Reinfomemem 1 T ical Wall Section 1 Sto 'c scale As indicated NOTES: CODE NOTES: OVAL 1.ELECTRICAL PLACEMENTS SHOWN ARE MEANT AS A GUIDE. SMOKE DETECTORS SHALL BE LISTED AND TESTED,HARDWIRED MATH A Lighting Fixture Schedule Electrical Fixture Schedule C OUTLET AND FIXTURE PLACEMENT IS THE RESPONSIBILITY OF BATTERY BACKUP AND INTERCONNECTED SO THAT THE CATUATION OF Family Type Count Family Type Count H O M E S THE ELECTRICAL CONTRACTOR. ONE ALARM WILL ACTIVATE ALL OF THE ALARMS PER R314.1. 2.ALL ELECTRICAL WORK MUST MEET ALL STATE AND LOCAL HEAT DETECTOR INSTALLED IN ACCORDANCE WITH WAC 5151-R314. Ceiling Mounted Interior 15 Communication Cable TV 3 Covell Homes,LLC. CODES. Downlight Interior 12 Communication Cat 5 Data 1 2023125th Street East ALL WHOLE HOUSE VENTILATION TO BE MET WITH AN ENERGY RECOVERY Pendant Interior 3 Communication Telephone 1 Tacoma,WA 98445 3.ARC FAULT INTERRUPTERS REQUIRED THROUGHOUT VENTILATION SYSTEM WITH MINIMUM SENSIBLE HEAT RECOVERY Wall Mounted Exterior 5 Occupant Single 2 (253)693-4446 EXCEPT AT GARAGE AND BATHROOMS. EFFICIENCY OF 0.80. GFCI AT BATHROOMS,KITCHEN,LAUNDRY RM AND EXTERIOR. Wall Mounted Interior 2 sensor Grand total:37 Outlet Cabinet 2 CovalHomes com 4.HVAC PLACEMENTS SHOWN ARE MEANT AS A GUIDE.ALL Outlet Duplex 23 info@covalhomes.com FIXTURE PLACEMENTS ARE THE RESPONSIBILITY OF THE HVAC Outlet GFI 10 CONTRACTOR. Outlet lRange 2 5. HVAC CONTRACTOR TO SECURE DUCT WORK TO CEILING op O Outlet USB 4 Copyright C xort covAL HOMES uc FOR DEEP BURIAL OF DUCTS IN BLOWN IN INSULATION. REFER Outlet VVP 2 TO R403.3.7 FOR ADDITIONAL DETAILS. Outlet-Ceiling Duplex 1 Switch Double 5 Switch Single 7 Switch Single 3 Dimmer Switch Triple 1 See Structural Sheets for Switch Triple 1 Engineer Stamp Dimmer Grand total:68 E.R.V.Unit Installed In The Ceiling Range Hood Vent-Per M1505.4.4 100 cfm intermittent or 25 cfm continuous. Continuous running whole house ventilation fan at Surface Mounted Puck Light • 75 CFM per Table M1505.4.3(1). P r ofessional Engineer Stamp / w '^ t V` u • cw ` an w -�- 4---- Z O F-A--1 JItrn I/ \I Z ���Q 7 IL -3 w fA rn of 8i o MOD` II QrJ Y Nm ----------- LU N —11 OOH LU ce EQ EQ Q` Electrical Panel and Meter.Meter installed ....on the front third of the building in ref.to the drivable access.Center of Meter y I I I I p between 4'and 6'Above Finish Grade. LLJ OOO 71 I I I U Z t Well And Septic Electrical Circuit U) CO W-0 ur) O - - - - - is i I �• 06 7 I i III I OZ ` - -- r Lll"6Q 00 1 ` ` 7 , --------------------' Q 5; O U Ln LU 11 Q N 0(6 p V Q w > to Uj 7 Dimmer Switch�I�occupant Sensor O i Single WWI Switch f r I I-..tlst - z a - t Double WWI Switch R 770v.GFCI Outlet _ I No. Description Date_ Triple WWI Switch 220v.CUM QQ� wo • WallO Mounted Light 110v.OutlW-Water Praot `` — --- _ _�--- Ceiling Mounted Light � ® 77Dy..Wet-Cnfng Recessed Canned Light — _ — CellingHungPendaM Light ilm.Mounted Sitka Ceiling Exhaust- O Return Air Grill Vent Outside-50CFM Min Supply Air Vent Cal 6 Data Jack ❑0 C.mb.Tel P o CDC ® Ceiling Fan Rough In Electrical Plans Cable TV Jack Q` Smoke Detector SO Smoke Detector and Project number CH2419 1 Level 1 Electrial _ Carbon Dioxide Detector coo Electrical Panel Heat Detector HD13 Date 20241=15 1/4"=1'-0" Pop Up Couhtenup Outlet a Held Recovery or—by AADDTT V<ntrlaaon System 0 Checked by E101 S,,W. 114,z;V-0" GENERAL NOTES HOLDOWN TABLE Oj]A j BOUNDARY ANCHOR EMBEDDED ANCHOR ANCHOR �/j" L 10 GENERAL 4.0 CARPENTRY FSTHD14(RJI))) ELEMENT DIAMETER PLATE SIZE EMBEDMENT H O M E S THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE-REQUIRED VERTICAL AND LATERAL ALL 2x FRAMING LUMBER SHALL BE STUD GRADE HEM FIR FOR STUDS AND STANDARD OR (2)2x_ WA WA WA N 0 14r Y-FADE NAIL,STAGGERED TOP PLATES FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. BETTER FOR PLATES UNLESS OTHERWISE NOTED ON THE DRAWINGS OR BELOW.ALL 7 (2)2c_ WA WA WA W/0.1470 Q 16'O.C.STAGGERED T 2x WA WA WA 4'-0'MN STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE LUMBER SHALL BE KILN DRIED(KD)OR SURFACE DRIED(SD).EACH PIECE OF LUMBER (2)2x_ WA WA 8' GENERAL CONTRACTOR.THIS RESPONSIBILITY INCLUDES BUT IS NOT LMITEDTO JOBSITE SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU(WCUB)OR (2)2x_ WA WA 10' 1-12 MIN 1.Irf MN Tacoma,WA 98445 SAFETY;ERECTION MEANS,METHODS.AND SEQUENCES;TEMPORARY SHORING.FORMWORK, WESTERN WOOD PRODUCTS ASSOCIATION(1MhPAJ SHOWING GRADE MARK OR APPROVED (2)h_ WA WA 14' (12)0.148'9 x 3-1?LONGAND BRACING:USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. EQUAL.OTHER MATERIALS SHALL BE AS SHOWN BELOW: (2)2x_ 5/8'0 Ti3%lW 18• P-NAL Q EACH SPLICE U.N.O. (Z53)693�446 (2)2x 5M 0 7x3'xlW 1O' CONTRACTORIS TO VERIFY ALL DIMENSIONS MID SITE CONDITIONS PRIOR TO STARTING MEMBER SPECIES (Z)2x_ US.0 7Krxlw 1B' WORK.THE ENGINEER IS TO BE NOTIFIED OF ANY DISCREPANCES.CHANGES.OMISSIONS.OR Ox BEAMS HEADERS 41 HEM FIR HDUB (3)2c_ 71WO 3-12N3.12•LVB' IB' COVBIHOmeS.COm SUBSTITUTIONS ARE NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE ENGINEER. 2x&4x JOISTS,PURLINS&HEADERS N2 HEM FIR HDU11 (3)2x_ 1'0 4-12'14-I2x12' 24• info@covalhomeS.Com Ox POSTS&COLUMNS N2 HEM FIR HDU14 6x6 1'O SWAT 24• SPLICE SPLICE ALL METHODS,MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2021 EXISTING 4x COLUMNS NR HE FIR NOTES: INTERNATIONAL BUILDING CODE(BC)AND/OR 2021 INTERNATIONAL RESIDENTIAL CODE(IRC) 2x STUDS STUD GRADE HEM FIR 1) STRAP HOLDOWNS MAY BE APPLIED DIRECTLY TO BOUNDARY MEMBER ON OPPOSITE SIDE OF 2X_STUDS Copyright C 2018 COVAL HOMES,LLC AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. Q IS-O.C. SHEATHING OR APPLIED DIRECTLY OVER PWD/O58 SHEATHING.DO NOT INSTALL STRAPS 2.0 DESIGN CRITERIA MINIMUM FASTENING SCHEDULE FOR CONSTRUCTION SHALL BE PER IRC TABLE R6023(1) UNDER WOOD SHEATHING OF ANY TYPE OR OVER GYPSUM SHEATHING. UNLESS SPECIFIED OTHERWISE BY THE ENGINEER OF RECORD.SEE STRUCTURAL DETAILS 2) RAIL SHEATHING PER SHEARWALL TABLE TO EACH BOUNDARY ELEMENT PER TABLE ABOVE. STUD Q BOT SPLICE A. VERTICAL LOADS FOR REQUIREMENTS. STRAP RAILING REPLACES SHEARWALL NAILING FOR THE LENGTH OF THE STRAP. 3) ALIGN FLOOR TO FLOOR STRAPS WITH HOLDOWNS AT FOUNDATION,TYP. NOTE: LOCATION(TM 1. LINE LOADS PLYWOOD ASS SHEATHING:EACH SHEET SMALL BEAR THE TRADEMARK OF THE AAIERICAR PLYWOOD ASSOCIATION.ALL GRADING AND INSTALLATION SMALL CONFORM TO MOST 4) HOLDOWNS/STRAPS MUST BE ATTACHED TO FULL HEIGHT STUDS UNLESS NOTED OTHERWISE. ROOF(SNOW)LS=10 25PSF CURRENT VERSION OF PS2 FOR OSB.USE THICKNESS AND NAILING AS SHOWN ON THE BOUNDARY ELEMENTS ARE IN ADDITION TO TRIMMER/BEARING STUDSCALLEDOUT ON PLAN. WHERE PLATE DISCONTINUITIES ARE CREATED S BEAMSd QE[H J. APES,ETC.STRAP WI MAY BE PLAC D ON TOP NOTED FLOORS(RESIDENTIAL) b PSF DRAWINGS.SHEATHING SWILL HAVE EXPOSURE RATING AS APPROPRIATE PER THE 51 ANCHOR BOLTS MAY BE CAST IN PLACE.FOR CAST IN PLACE APPLICATIONS.USE A STANDARD OTHERWISE.STRAP MAYBE PLACED ON TOP OR SIDE OF CONTRACTOR'S CONSTRUCTION AND WEATHER CONDITIONS SPECIFIED BY CONTRACTOR. WASHER WITH A STANDARD NUT ON EACH SIDE AT BOTTOM OF ANCHOR.EMBEDMENTS PER PLATES Q CONTRACTOR'S OPTION. 2, DEAD LOADS EXCEPT AS OTHERWISE SHOWN OR NOTED.PROVIDE 0 131•CIA P-NAILS OR Sd COMMON TABLE ABOVE ARE REFERENCED FROM THE EMBEDED WASHER LOCATION. v w NAILS AT 6-ON CENTER @ SUPPORTED PANEL EDGES AND 0.131'DIA PNAILS OR 8d AT 8) THREADED RODS/ANCHORS ARE ASTM P307. ROOF 15PSF COMMON NAILS AT 12'ON CENTER ON OTHER SUPPORTING MEMBERS FOR WALLS AND G�2 FLOORS(RESIDENTIAL) 12 PSF ROOFS.FOR FLOORS,USE THE SAME SPACING PATTERN AS STATED FOR WALLS OR ROOF 7) STRAPSMOLDONMS SHALL BE INSTALLED WITH THE FASTENERS SPECIFIED BY THE EXCEPT USE 0.14F DIA PNAILS OR 1 Dd COMMON NAILS. MANUFACTURER TO ACHIEVE THE MAXIMUM TABULATED LOAD. `r�DNAL F'� B LATERAL LOADS NOTE:EQUIVALENT RATED PLYWOOD MAY BE USED IN LIEU Of OSB CALLED OUT.ALL � LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TO THICKNESS AND GRADING SHALL CONFORM TO PSI OR PS2.SHEATHING SHALL HAVE 1'=1". HOLDOWN TABLE&NOTES 4 1•1--o' TYPICAL TOP CHORD SPLICE SHEAR WALLS.LOADS ARE THEN TRANSFERRED TO THE FOOTINGS,WHERE ULTIMATE EXPOSURE RATING AS APPROPRIATE PER THE CONTRACTOR'S CONSTRUCTION AND DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND SLIDING FRICTION WEATHER CONDITIONS SPECIFIED BY CONTRACTOR. Professional Engineer Stamp OF EARTH.OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE STRUCTURE. ROOF DIAPHRAGM:12'MIN ON(MIN PANEL INDEX=24118).WITH 0.131'DU P-NAILS OR 84 PANEL EDGE NAILING 1 WIND COMMON NAILS AT 6'O.C.AT SUPPORTED PANEL EDGES AND AT 17 0 C.AT FIELD TYPICAL PANEL EDGE BOUNDARY (STAGGER NAILING @ PANEL EDGES) Of i i 1 UNLESS NOTED OTHERWISE ON PLAN.USE PLY-CLIPS INSTALLED PER MANUFACTURER'S EXPOSURE 8 GUIDELINES AND APA GUIDELINES. NAILING / - ROOF TRUSSESIJOISTS PER PLAN W D SPEED 100 M.P.H.(J SECOND GUST.ULTIMATE) BASIC WIN RIM JOIST/BLOCKING f IMPORTANCE FACTOR.INV 1.0 FLOOR DIAPHRAGM:314•TONGUE AND GROOVE OSB(MIN PANEL INDEX=32/16),WITH 0.148- BLOCKING REQD @ UNSUPPORTED PANEL EDGES Z KZt 1.0 DIA PNAILS OR 10d COMMON NALS AT S O.C.AT SUPPORTED PANEL EDGES AND AT 17 INTERMEDIATE FRAMING ONLY WHERE CALLED OUT ON PLAN SIMPLE DIAPHRAGM BUILDING ENCLOSED O.C.AT FIELD TYPICAL UNLESS NOTED OTHERWISE ON PLAN.SHEATHING SHALL BE (FIELD)MEMBER NAILING - v .1 GLUE-NAILED TO FRAMING WITH APPROVED ADHESIVE PER THE ARCHITECT.FELD NAILING _ o� 2. SEISMIC SHALL BE S O.C.AT ALL INTERIOR SHEARWALL LOCATIONS INSTEAD OF TYPICAL 12'O.C. NOTES: B o 0 SPACING. LLI o' SEISMIC DESIGN CATEGORY 0(DEFAULT) I. PROVIDE APA APPROVED GLUE.NAIL ALL PLYWOOD Lu 3 IMPORTANCE FACTOR,IE 10 OCCUPANCY CATEGORY II I-JOISTS:SHALL LLL BE TJI BY WEYERHAEUSER,OR PRE-APPROVED EQUAL,AS INDICATED ON TO JOISTS PER GENERALNOTES ON S1 0. J MAPPED THE STRUCTURAL DRAWINGS.FJOISTS SHALL BE MANUFACTURED IN ACCORDANCE WITH Q SPECTRA RESPONSE COEFFICIENTS Ss.St 1 51S 0.561 ACURRENT ICC ES REPORT AND APPROVED SHOP AND INSTALLATION DRAWINGS. N H 2. WHERE BLOCKED DIAPHRAGM IS CALLED OUT ON ry LLJ o 3: SPECTRA RESPONSE COEFFICIENTS SDs,SDI 7.031,0.650 H H PLAN,PROVIDE TIMBER BLKG BELOW SHEATHING Q LL m RESPONSE MODIFICATION FACTOR R=6.5 MANUFACTURED BEAMS&HEADERS'.SHALL BE MICROLLAM(LVL),PARALLAM(PSU,OR UNSUPPORTED EDGES. SEISMIC RESPONSE COEFFICIENT C.0 159 TIMBERSTRAND(LSL)BY WEYERHAEUSER,OR APPROVED EQUAL,AS INDICATED ON THE (ULTIMATE STRENGTH) STRUCTURAL DRAWINGS.MEMBERS SHALL BE MANUFACTURED IN ACCORDANCE WITH A 3. STAGGER PANELS TO OFFSET JOINTS AS SHOWN. CURRENT ICC ES REPORT AND APPROVED SHOP AND INSTALLATION DRAWINGS R I I I 1 0 C. FOUNDATION DESIGN CRITERIA GLUED LAMINATED BEAMS(GLB).GLUED LAMINATED BEAMS SHALL BE PER A190.1, n ry SO IL BEARING PRESSURE:1500 PSF(ASSUMED)ITS THE CONTRACTORS AMERICAN NATIONAL STANDARDS FOR STRUCTURAL GLUED LAMINATED TIMBER.USE L ll RESPONSIBILITY TO VERIFY THAT THE SITE SOILS PROVIDE THE MINIMUM BEARING BALANCED GRADE OF OF 24F-V4.FB-2.400 PSI.FV=240 PSI.FOR CANTILEVERED OR r=r-o- TYPICAL ROOF/FLOOR PLYWOOD DIAPHRAGM LAYOUT CAPACITY. MUATISPAN BEAMS USE OF 24F-V8. UJ ALL FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED EARTH OR COMPACTED FRAMING CONNECTORS.SHALL HAVE ICC ES APPROVAL AND BE MANUFACTURED BY SHEARWALL COMPONENT TABLE 'STRUCTURAL BACKFILL'.AREAS OVER-EXCAVATED SHALL BE BACKFILLED WITH SIMPSON COMPANY,OR PRE-APPROVED EQUAL.PROVIDE MAXIMUM SIZE AND QUANTITY (2)SIMPSON 1/7 A.B.PL SIB'AB.PL 10d COMMON SIMPSON A35 SIMPSON LTP4 SIMPSON LTPS 'STRUCTURAL BACKFILL' OF NAILS OR BOLTS PER MANUFACTURER,EXCEPT AS NOTED OTHERWISE.ALLLUMBER SUMSON CS16 14 TO CONCRETE TO CONCRETE PL TO PL CUP ANGLE CLIP AN CLIP AN HARDWARE THAT IS IN CONTACT WITH TREATED LUMBER IN A PROTECTED ENVIRONMENT STRAPS _ STRAPS _ MARK MARK COMPONENTS SPACING SPACING SPACING SPACING SPACING SPACING 3.0 FOUNDATION INCLUDING BUT NOT LIMITED TO CLIPS.HANGERS,NAILS.....(EXCEPT ANCHOR BOLTS) (IN) (9!) (IN) (N) (MJ) (M SHALL BE HOT DIPPED GALVANIZED.ALL LUMBER HARDWARE THAT IS IN CONTACT WITH THE FOUNDATION IN THIS PLAN IS DESIGNED PRESCRIPTIVELY PER THE IRC.THE TREATED LUMBER IN AN EXPOSED ENVIRONMENT SHALL BE STAINLESS STEEL. 7116'PWD OR OSB,BLOCKED,W/M NALS Q S 0 C.Q PANEL EDGES 67 O.C. OS O.C. 8.1 O.C. 27 O.C. 27 O.C. 21'O.C. n` CONNECTION FROM THE FOUNDATION TO THE MUD SILL AND HOLDOWNS ARE ENGINEERED NM 1 AND @ 12'O.C.@FELD. W FOR RESISTING LATERAL AND OVERTURNING LOADS PER THE DESIGN CRITERIA ON SHEET PRE-ENGINEERED ROOF TRUSSES'.ALL PREFABRICATED WOOD ROOF AND FLOOR SINGLE STRAP CONNECTION DOUBLE STRAP CONNECTION 'V 51.0. TRUSSES SHALL BE DESIGNED BE OR UNDER THE DIRECT SUPERVISION OF A LICENSED © ® 7/16'PWD DR ON,BLOCKED,W Od/ NAILS Q 4'O.C.@ PANEL EDGES 37 O.C. 47 O.C. 5.S O.C. I9'O.C. IS '/)O.C. 14'O.C. Vim V PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE STRUCTURE IS SECTION A SECTION B AND @ 12.00.Q FELD. U) CONCRETE:SHALL BE MADE WITH PORTLAND CEMENT ASTM C-150 TYPE II OR TYPE I AND LOCATED.THE TRUSS SHOP DRAWINGS SHALL BEAR THE STAMP OF THAT ENGINEER.ALL SHALL BE READY-MIXED PER ASTM C-94 MINIMUM CONCRETE STRENGTH SHALL BE PC=2500 NECESSARY BRIDGING.BLOCKING,PRE-NOTCHED PLATES,HANGERS,ETC.SHALL BE TITS'PAD OR OSB,BLOCKED,W/Sd NAILS @ 3-O.C.@ PANEL EDGES 24 O.C. 3O'O.C. 4.7 O.C. 1S O.C. 12-O.C. 11.0 C. LU AL J PSI UNLESS OTHERWISE NOTED.AT VERTICAL AND HORIZONTAL EXPOSED SURFACES, DETAILED OR SPECIFIED,AND FURNISHED BY THE MANUFACTURER.ALL PERMANENT CS16 STRAP @ TOP&BOTTOM OF WINDOW TO EXTEND FULL WIDTH OF W3 ® AND Q 17 OC.@ FELD.SEE NOTES 2 AND 3 MINIMUM CONCRETE STRENGTH SHALL BE FC-3000PSI AND SHALL CONTAIN A MINIMUM OF BRACING FOR TRUSSES SHALL BE DETAILED AND DESIGNED BY THE TRUSS SUPPLIER THE SHEARWALL.STRAP TO BE APPLIED OVER THE SHEARWALL SHEATHING TO 5%AIR ENTRAINMENT TO A MAXIMUM OF 7%FOR DURABILITY PURPOSES ONLY.SPECIAL TRUSS MANUFACTURER SHALL VERIFY ALL SETBACKS,DIMENSIONS,AND BEARING POINTS 2._BLKG&WINDOW HEAD/SILL PLATES TYP.SEE SECTION A WHERE DEL 7/16'PWD OR O88,BLOCKED,W/Bd NAILS Q 2-O.0 Q PANEL EDGES (2)ROWS � Q> INSPECTION OF THE CONCRETE IS NOT REQUIRED PER 2021 IBC 17053 PRIOR TO FABRICATION.MAXIMUM ALLOWABLE DEFLECTIONS SHALL BE AS FOLLOWS. STRAP IS CALLED OUT ON PLAN PROVIDE(2)SIMP.CSI 6 STRAPS SIDE BV Q © AND Q 170 C.@ FELD.SEE NOTES 2 AND 1P O.C. 2S O.C. 6.6"O.C.EA ROW 11'O.C. CO.C. 8'O.C. Q U) Q > SIDE @ HEAD&SILL OF OPENING FULL WIDTH OF SHEARWALL.PROVIDE W METAL REINFORCEMENT.REINFORCING SHALL CONFORM TO ASTM PALS,GRADE 60 SPLICES ROOF/FLOOR TOTAL LOAD SPAN2400R 1S• FLAT 2x4 MIN.BLKG.OR R)2x BLKG FOR STRAPS SIDE BY SIDE,SEE 716'PWD OR OSB,(2)LAYERS(ONE EACH SIDE)BLOCKED,W/Bd NAILS@ 16,O.C. 270.C. Ch ROWS IT O.C. O.O.C. 7'O.C. SHALL BE 24 BAR DIAMETERS OR 18'MINIMUM UNLESS NOTED OTHERWISE ON DETAILS. ROOF I FLOOR LIVE LOAD SPANr360 OR 1' SECTION B. Q ® 4'0 C.Q PANEL EDGES AND @ 17 O.C.Q FIELD.SEE NOTES 2.3 AND 15 5.5'O.C.EA ROW �. W W PROVIDE CORNER BARS FOR ALL HORIZONTAL BARS IN FOOTING AND WALLS. /, TRUSSES SHALL BE DESIGNED FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS SHEARWALL WIDTH PER PLAN Q ® 7/16'PING OR ON,(2)LAYERS(ONE EACH SIDE)BLOCKED,W/Od NABS Q 17 O.C. 17 O.C. m ROWB 7 O.C. S O.C. S O.C. U L FOUNDATION PLATE OR SILL BOLTING SHALL BE PER IBC CHAPTER 23.ALL FOUNDATION AND SHALL BE FURNISHED AND INSTALLED IN CONFORMANCE WITH THE MANUIFACTLRER'S TN6 7 O.C.@ PANEL EDGES AND @ 12-0 C.@ FIELD.SEE NOTES 2.3 AND 1S 4.7 O.C.EA ROW W A\ ry w PLATES OR SILLS SHALL BE BOLTED TO CONCRETE OR MASONRY WITH MINIMUM 12'NOMINAL PUBLISHED SPECIFICATIONS.ADDITIONAL CONCENTRATED LOADS FROM MECHANICAL PER PLAN W LL D_ DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST 7'AND SPACED NOT MORE THAN 6 FEET UNITS,AND MISCELLANEOUS EQUIPMENT,ETC.SHALL BE ACCOUNTED FOR/COORDINATED 7/16'FWD OR OSB,(2)LAYERS(ONE EACH SIDE)BLOCKED,W/Sd VIALS Q 10'O.C. 1P O.C. (4 ROWS S O.C. 1"O.C. 4"O.C. w Q APART.THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED WITH THE SUB-CONTRACTORS,ARCHITECT AND TRUSS ENGINEER.ALTERATION OF THE Q ® 2'O.C.Q PANEL EDGES AND @ 12'O.C.Q FIELD.SEE NOTES 2,3 AID 15 3.7 O.C.EA ROW O NOT MORE THAN 12 INCHES OR LESS THAN 4 INCHES FROM EACH ENT OF EACH PIECE.3.7 TRUSS LAYOUT INDICATED ON THE PLANS MAY REQUIRE SUPPORTING STRUCTURAL AND N C) Ur HEALER(SEE PLAN) LL x 0229'WASHERS ARE REQUIREO AT ALL ANCHOR BOLTS PERAP6PA SDPWS-2021 SECTION FOIMDATION CHANGES,THEREFORE PRIOR APPROVAL BY THE ARCHITECT PAID THE NOTES. NV 4AS.3 THE PLATE WASHERS ARE PERMITTED TO HAVE A DIAGONAL SLOT WITH A CUT STRUCTURAL ENGINEER IS REQUIRED.TRUSSES SHALL NOT BE FELD ALTERED PRIOR TO 1. ALL NAILING PER MNSVAP&PA SDPWS-2021 TABLE 4.3A L.L O N WASHER PER IBC 2308 3.1.1 AND 2308 3.1 2 FOR SHEAR WALL TYPES W3 AND GREATER THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD DESIGNING THE TRUSSES. 2. WHERE INDICATED ABOVE.USE 3x_STUDS AT ALL ABUTTING PANEL EDGES.NAILS SHALL BE STAGGERED WHERE NAILS ARE SPACED AT 7 0 C.. I_ PLATE WASHERS MUST EXTEND TO WITHIN 12'OF THE EDGE OF THE BOTTOM PLATE ON 3. WHERE INDICATED ABOVE,SEE NOTE 2,SEE NOTES 13&14 FOR(2)2x_OPTION. V, SIDE(S)WITH SHEATHING. 5.0 PRESERVATIVE TREATMENT =A OR 4 IF CALLOUT REQUIRES BLOCKING,SHEATHING MAYBE PLACED WITH THE LONGITUDINAL DIRECTION VERTICAL STUDS AND PLATES WILL RECONSIDERED TO ACT AS SLOCKING. 8 5. WALL SHEATHING CALLED OUT SHALL EXTEND FOR ENTIRE WALL LENGTH AT THAT ELEVATION AND SHALL BE CONTINUOUS AROUND OPENINGS TYPICALLY. WHERE ANCHOR BOLTS ARE MISSED,USE SIMPSON TITEN HD ANCHOR SAME DIAMETER AND A. PRESERVATIVE TREATMENTS 6. 6d NAILS ARE TO BE.131.O AND 2-12•IN LENGTH.10d NAILS ARE TO BE.140'0 AND A MINIMUM OF T N LENGTH.16d NAILS ARE TO BE 1670 AND 3-19'IN LENGTH.NAILS SHALL BE INSTALLED SPACING AS SHOWN ON SILO AND 4'MIN EMBEDMENT INTO CONCRETE WITH 1/4'x70' SO AS TO NOT SPLIT THE TIMBER FRAMING. WASHER.OPTIONAL TO USE SIMPSON SET-XP EPDXY WITH THREADED ANCHOR BOLT AND ALL EXPOSED FRAMING LUMBER,PLYWOOD AND DECK MATERIALS SHALL BE PRESSURE SAME DIAMETER AND SPACING AS SHOWN ON S10,4'MIN EMBEDMENT INSTALL SIMPSON TREATED PER AWPA SPECIFICATION P5 OR OTHER APPROVED TREATMENT. 7. USE 0.2ORLTP4 CLIP ANGLES SHALL L INSTALLEDWITHTHEAPPROPRIATEFASTENERSPERTHE MANUFACTURER'S SPECIFIC O USE 7x7x0.229'PLATE WASHERS AT 2xd WALL AND 3x412'x0.229'AT 2x8 WALLS AT ALL ANCHOR BOLTS PER ARSVAP&PA SDPW62021 SECTION 0 38 d 3 NOTE:FOR W3-W5 PLATE WASHER PRODUCTS PER MFR RECOMMENDATIONS SHALL EXTEND TO WITH IN IT OF THE EDGE OF B n BOTTOM PLATE ON SIDES WITH SHEATHING. No. Descriptio D4fe ACZA PRESERVATIVE TREATMENT SHALL NOT BE PERMITTED EXCEPT WHERE HARDWARE 9. SPACING SHOWN ABOVE FOR ANCHOR BOLTS.NAILING AND CLIPS IS MAXIMUM AMOUNT ALLOWED. WHERE REQUIRED PER IRC R406 1,FOUNDATION WALLS SHALL BE DAMPPROOFED AROUND (INCLUDING NAILS)IN CONTACT WITH THE TREATED PRODUCT IS COMPOSED ENTIRELY OF 10. FRAMING AT SHEARWALLS SHALL BE SPACED NO FARTHER THAN 16'O.C.. THE ENTIRE PERIMETER USING AMETHOD THAT IS APPROVED BY THE BUILDING STAINLESS STEEL MATERIAL.STAINLESS STEEL HARDWARE SUBSTITUTED FOR HDG DEPARTMENT. PRODUCTS SHALL MEET OR EXCEED THE STRENGTH AND PERFORMANCE OF THE A (2)2x_STUDS SUBSTITUTED HDG PRODUCT ORIGINALLY SPECIFIED. B + 1-MIN (2)ROWS 0.148.0 x 3'NALS SPACING + ANCHOR BOLTS.BARS.AND RODS ARE TO CONFORM TO ASTM A307,CARBON STEEL BOLTS, T T BETWEEN RCWS PER NOTES 13 AND 14 STUDS.&THREADED ROD 600DO PSI TENSILE STRENGTH'. 8. GALVANIZATION OD)F HARDWARE(EXPOSED OR IN CONTACT WITH PRESERVATIVETREATE PLAN: S ITKA - R CAST-IN-PLACE COLD-FORM STEEL CONNECTORS IN CONCRETE FOR LIGHT FRAME MINA' GSPACING CONSTRUCTION ARE TO BE SIMPSON STRONG-TIE AS SPECIFIED THE CURRENT SIMPSON 1. PROTECTED ENVIRONMENT IN A SI NGLE ROW • STRONGTIE ICC ES REPORT. PER NOTE 11 ALL HARDWARE(HANGERS,NAILS.BOLTS,LAG SCREWS,FLASHING ETC SHALL BE HOT-DIP General Notes CAST-IN-PLACE ANCHOR BOLTS ARE TO BE'SB'AND'SSTB'BY SIMPSON STRONG-TEAS GALVANIZED(FOG)TO A MINIMUM COATING LEVEL OF G185(1.85orW OF ZINC)WHEN IN 11 MINIMUM NAIL SPACING INA SINGLE ROW SHALL BE 4 INCHES ON CENTER.USE(2)ROWS IF SPACING LESS THAN THIS.USE 2NO RIM BOARD.RIM JOIST OR BLOCKING WHERE THREE ROWS OF pp SPECIFIED IN THE CURRENT CATALOG AD ICC REPORT. CONTACT WITH PRESERVATIVE TREATED WOOD CONTAINING PRODUCTS SUCH AS,BUT NAILING CALLED OUT. Details NOT LIMITED TO:CCA,ACO.OR CBA HDG PRODUCTS SHALL CONFORM TO THE FOLLOWING 12. EXTEND SHEATHING UP TO DOUBLE TOP PLATES AND INSTALL NAILS THROUGH SHEATHING INTO UPPER TOP PLATE PER TYPICAL DETAILS.NO PLATE TO PLATE NAILING REQUIRED IN DOUBLE O( CONCRETE COVER OVER REBAR FOR CONCRETE CAST AGAINST EARTH AND EXPOSED TO ASTM STANDARDS AS APPLICABLE;ASTM A653.ASTM A123,AND ASTM Al 53.WHEN USING TOP PLATES WITH THIS CONFIGURATION. EARTH IS 3INCHES AND 2 INCHES FOR CONCRETE CAST IN FORMS AND EXPOSED TO EARTH. STAINLESS STEEL OR HOT-DIP GALVANIZED CONNECTORS.THE CONNECTORS AND 13. OPTIONAL TO USE(2)21's IN PLACE OF SINGLE 3x IN SHEARWALLS W3,W4,W5 AND W6 W/STITCH NAILING. pra)ect number 24.00112 WEATHER,OR BASEMENT INTERIOR. FASTENERS SHALL BE OF THE SAME MATERIAL. SHEARWALL SHEATHING NOT SHOWN STUDS&HOLOOWN 14. (2)ROWS OF 0 148'x 7 STITCH NAILING(2)2x_STUDS TOGETHER @ 1P 0 C.FOR W3 SHW,8.O.C.FOR W4 SHW.6"0.C.FOR W5 SHW&CO C.FOR W6 SHW- FOR CLARITY WAJAILING PER THE PER PLAN IF REQ'D 15 WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEARWALL AND NAIL SPACING IS LESS THAN r 0 C.ON EITHER SIDE,PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING pate 914/2O24 PROVIDE APPROPRIATE BLOCK-OUTS IN FOOTINGS OR WALLS FOR PLUMBING AND 2. EXPOSED ENVIRONMENT SHEARWALL TABLE TO BE NAIL SHEATHING TO FULL MEMBERS. Drawn 5y LDV ELECTRICAL STWOUTS. HEIGHT JAMB SAID W/ +6 ATTACHMENT FORCES HAVE BEEN INCREASED BY 25%PER ASCE 7.16123 3A CONTINUOUS AROUND THE WINDOW ALL HARDWARE(INCLUDING CONNECTORS)IN CONTACT WITH PRESSURE TREATED W000 17. THE'W_P'INDICATES SHEAR WALL TYPE WITH OPENINGS.PROVIDE SHEATHING AROUND ALL OPENINGS AND ABOVE AND BELOW ALL OPENINGS.PROVIDE HORIZONTAL STRAPS&NAILING AT EE IN AN EXPOSED OR POTENTIAL TO BE EXPOSED ENVIRONMENT(HAVING POTENTIAL FOR PANEL EDGE NAILING OPENINGS PER 5/80. WIND BLOWN RAN TO REACH)SHALL BE STAINLESS STEEL C S1 .0 �11=11-0` SPECIAL SHEARWALL WITH OPENINGS `� _+-0' SHEARWALL TABLE AND NOTES 1 sxme ,, FOUNDATION NOTES C tJ iIAL 1. TYPICAL DIMENSIONS ARE TO FACE OF WALL OR TO CENTERLINE OF COLUMN OR FOOTING.VERIFY H O M E ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT. 2, PROVIDE FOOTING AND SLAB SUBSTRATE PREPARATION PER THE GEOTECHNICAL REPORT AND NOTES ON 3. CONTINUOUS WALL FOOTING PER PLAN WITH REINFORCING PER SCHEDULE. Ap O \'\k•\7\®_ CA LLY MATCH FOOTING DOWELS WITH WALL VERTS UNLESS NOTED OTHERWISE. � Tacoma,WA 96445 d. TYPICALLY 5, GARAGESLABS-CCNC.SLABONGRADEOPTIO14ALREINFPERCONTRACTOR6A-WIAWIAWWF R I \1 (253)693�446 @ CENTER.LIFE OR FIBER MESH PER MANUFACTURER OVER SUBSTRATE PER SOBS ENGINEER. / CovalH/ 6. orn PROVIDE CORNER BARS AT ALL WALUFOOTINGINTERSECTONSTOMATCH ALL HORIZONTAL o(§covomes.c.c infol�icovalhomes.com REINFORCEMENT. 7, SEE THE GENERAL STRUCTURAL NOTES ON SHEET SIB FOR ADDITIONAL INFORMATION. Ir-23M 8. SEE LEGEND BELOW FOR ADDITIONAL INFORMATION. Copyright C 2018 COVAL HOMES,LL FLOOR&ROOF FRAMING NOTES it 1. ROOF AND FLOOR JOIST LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS.IT IS NOT THE H INTENT OF THE STRUCTURAL PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS.THE ARCHITECT SHALL VERIFY THE COMPATIBILITY OF JOIST LAYOUT AND FRAMING W/MECHANICAL, N J. ELECTRICAL 8 PLUMBING AND ARCHITECTURAL PUNS.THE CONTRACTOR IS RESPONSIBLE FOR SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING MEMBER LAYOUT FOR SHOP ` • DRAWINGS AND QUANTITY TAKEOFFS. 'O /Y• 2. THE TRUSS AND JOIST MANUFACTURER SHALL VERIFY BEARING COMPATIBILITY(CRUSHING)WITH THE 12'-23M• 17-73/16• 12'-91/16' 12'-5' 27-W PLATELIATERIAL.TYPICALLY,COMPOSITE BEAMS SHALL BE FULLY BEARING ON 2x_WALLS.I.E.BREAK RIM OR BLOCKING TO ALLOW FULL BEARING OVER PLATES. 'dNALS G` 3. PLACE LONG DIRECTION OF ALL 088 SHEETS PERPENDICULAR TO TRUSSARMTER OR JOIST W1 W1 W1 S3U W1 SRO AALF'� DIRECTION.SEE DETAIL 2/SI.O.FLOOR SHEATHING IS TO BE CONTINUOUS.TYPICAL NAILING AT FLOOR ___________________W' _--------- ---- ---------- ------------------------------------------- __ _____ _ AND ROOF DIAPHRAGMS IS PROVIDED IN THE GENERAL STRUCTURAL NOTES ON SHEETS SIB I 9/4/fo/4 ----- --------------� r- -----I r- --------- 1 r----- ------------ ----------------i 4. THE DOUBLE TOP PLATE IS TO BE CONTINUOUS ALONG ALL EXTERIOR WALLS AND AT ALL WALL LINES I I I I I I CONTAINING SHEARWALLS.TYPICAL WALL TOP PLATE SPLICES SHALL BE PER DETAIL 31S1 0 TYP. W1 1 I 1 17 I I 1 I FLOCK OUT 5. WHERE COMPOSITE JOISTS AND BEAMS ARE USED AS DRAG STRUTS THE MANUFACTURER SHALL I 1 FOR DOOR Professional Engineer Stamp 1 I a PROVIDE THE FRAMING MEMBERS WITH THE CAPACITY CALLED OUT ON THE PLANS. 1 I I I I I I I LL 6. TYPICAL FLOOR JOISTS SHALL BE 11-7/8•TJV110 @ 19Z'0 C.TYP AT FIRST FLOOR AND 18'FLOOR I 53 0 I I I I I LLI TRUSSES @ 192'O.C.TYP AT THE 2ND FLOOR.THE MANUFACTURER SHALL BE RESPONSIBLE FOR ALL I 1 I I I I Iuj JOIST AND BEAM HANGERS.WEB STIFFENERS SOLID BLOCKING,AND ADDITIONAL RIM OR JOIST 1 I I 1 I I I I I MATERIAL TO ACCOMMODATE FLUSH-FRAMED CONDITIONS IF i J.CANTILEVERED CONDITIONS, I I I I I I I CONCENTRATED BEARING LOADS AND NAILING FROM SHEARWALLS ABOVE AND BELOW. I 1'0' 7. ALL EXTERIOR AND INTERIOR 2x6 BEARING WALLS ARE 2x8 N @ 16'O.C.U.N.O.ALL INTERIOR 2x4 1 1 1 I V 4 m BEARING AND NOWSEARING WALLS ARE 2x4@16'0C.U 0. I I 1 1 L- A I I 1'CONC.SLAB ON GRADE ua I I I I I I 1 1 r I I I 8. ALL NO BEARING BEAMS SHALL BE A MIN OF(2)2xB U.N.O.ALL OTHER BEAMS ARE AS MARKED ON I I I I I I 1 1 PER FOUFDATION NOTE 6 LIJ b a m PLANS. I I 1 I I I I I I Wt 1 I I I I I 1 I I I I LLI 9. AT ALL BEAM BEARINGIJAMS LOCATIONS.PROVIDE(1)2x_BEARING AND(1)2x_FULL HEIGHT STUD 1 1 I I 1 1 I 1 1 4 J( MJ 3m 1 I I I I 1 1 1 1 2 Q ' w■ MINIMUM UN 0. I I 1 I I I 1 I I I LLJ ^ 1 1 2 I 10. EXPOSED FRAMING SHALL BE PRESSURE TREATED(P.T.)VERTICAL 8 HORIZONTAL FRAMING @ 1 ad'I I F2.0 6i- CO '0u n WATERPROOFED WALKWAYS AND PRIVATE DECKS.ALL EXPOSED BEAM HANGERS SHALL BE POST i 1 5 I I N N 1 I o HOT-0 MI IPPED GALVANIZED D HAVE CONCEALED FLANGES,VERIFY W/ARCHITECT. I TI I _ 1 I I 1 1 1 I I I I 11. FOR TYPICAL HOLDOWN ASSEMBLIES SEE THE HOLDOWN TABLE ON SHEET 810. I y r 3 I I I /1 I 1 V 12, SEE ARCHITECTURAL PLANS FOR STAIR FRAMING DETAILS AND NOTES,CONTROL JOINTS IN 5 I 1 �4 I 1 I 1 0 CONCRETE FLOORING AND ROOF VENTILATION REQUIREMENTS AND DETA0.S. I I H' 1 1 I I I I oREQUIREMENTS Q 1 13. WINDOW SUPPLIER TO VERIFY THAT WINDOW AND WINDOW FRAMES TRANSFER WIND LOADS EVENLY Wi I Of TO STRUCTURAL FRAMING ON ALL/SIDES OF WINDOW WINDOW SUPPLIER TO VERIFY MINIMUM 005'H I I 4 I I I 1 la �� STORY DRIFT TOLERANCE IN PLANE OF ALL WINDOWS AND ALLOW FOR L1240 DEFLECTION 1 (PERPENDICULAR)ATWINDOW MULLIONS. �` 1 I $ I I 1 I COAT.FOOTINGS I co H I I I I I I I I 1/. SEE GENERAL STRUCTURAL NOTES ON S70FOR ADDITIONAL INFORMATION. I I I 1 5 1 I � 1 1 I I @GARAGE DOORS I I 15. PROVIDE WALL FIREBLOCKING @ DROPPED SOFFITS SHOWN ON ARCH. c I 1 r L i•+ 1 I I I I 16, PROVIDE WALL BLOCKING FOR ALL WALL MOUNTED EQUIPMENT(SUCH AS TOWEL BARS,GRAB BARS, I _ 1 + 1 I I 1 ----------- -------------------J I------ TOILET PAPER HOLDERS,DOOR STOPS.ETC.) I I I I 1 1 IT LFA INDICATES-LOAD FROM ABOVE. I I 1 I 5 I 1 Q 1 1 I I 1 I ! I ^, I& SEE LEGEND BELOW FOR ADDITIONAL INFORMATION. 1 I 1 I I ISHEATHING ♦♦//�� /W I j j N I I CONT.@PERP. WALLS C: LL j w�/1'4Y I I I I I vJ LEGEND i i i i i w _ J 1 I I I I ' SHEARWALL TYPE,SEE SHEARWALL TABLE ON SHEET St 0 I I 1 i W1 2x8®16.OC_ I I 8 I I B I I © SHEARWALL.THE CALLOUTS ON THE SHEPRWALL TABLE APPLY ONLY I I I I I I I •A\ z ALONG THE LENGTH OF WALL SHOWN SHADED.PROVIDE SOLID 1 1 I 1 I 1 4 VJ BLOCKING IN FLOOR SPACE BELOW PERPENDICULAR SHEARWALLS I SHEATHING TO 1 9 I I 1 LV w BE COAT.@ 1-0•I I 1-0'I 1 I 1 \\ SHEARWALL WITH OPENINGS.PROVIDE SHEATHING AROUND ALL I 1 PERP WALL I I I I 1 I I U L / ----- OPENINGS AND ABOVE AND BELOW ALL WALL OPENINGS.PROVIDE D I 1 I I I I I I I REINFORCING AT OPENINGS PER 5/S1 0 TYP uj CrUj 1 I I I I I I O E STUD WALL ABOVE 1 t___________________ I I I I 1 Q 1 I I I I 1 1 -----Z: STUD WALL BELOW ___- Q © I I I I I I I a l.L I I I 1 1 1 O N CONCRETE CURB OR FOUNDATION WALLS : 1 1 I � i I I I I FX SPREAD FOOTING PER SCHEDULE 1 I .01 L___________________J L______-____- ____ � L__________________J I U) _________________-_ HOLDOWN,SEE SIB FOR HOLDOWN TABLE �Q 1 Q__ ROOF OVFRFRAMING.SEE DETAIL 4151.0 X @ X.O.C. ��-INDICATES RAFTER OR JOIST SIZE AND SPACING No. Description Date b INDICATES EXTENT OF RAFTERS OR JOISTS s - 0/1 BEAM/GIRDER TRUSS PER PLAN,SEE FRAMING PLANS ' GT ER 1 PER PLAN ' / PLAN: S ITKA - R [ HANGER CONNECTION(BY MANUFACTURER FOR PRE{NGIN / EERED 1 HANGER CONNE I 1 FRAMWG CONDITIONS ` 24'B ISOLATED FTG la--- INDICATES JOIST/TRUSS BEARING AT WALL/BEAM PER BI33.0,TYP_ INDICATES JOIST TRUSS INTERMEDIATE BEARING AT WALL/BEAM 22•-0• 1B'1 r-m Ire 16.3• 7-101rr Foundation INDICATES TYPICAL T09-ET,BATHTUB 8 SHOWER LAYOUT. CONTRACTOR TO COORDINATE JOIST LAYOUT WITH FIXTURE LOCATIONS TO AVOID PLUMBING AND FRAMING CONFLICTS an 776' projeetnumeer 24.00112 INDICATES POST OR STEEL COLUMN BELOW-PI OR CB ADDED ONLY AT LOCATIONS WHERE INTENT REQUIRES CLARIFICATION.SEE Dtrte, 9/ LOWER LEVEL PLANS OR ELEVATIONS FOR SIZE Dr-by: LDV / _�`� INDICATES NUMBER AND SIZE OF FULL HEIGHT STUDS(KING STUDS) FOUNDATION CRAWLSPACE FRAMING PLAN cnaokea by: EE /\LEA°/ BELOW FRAMING LEVEL SHOWN(I E.SUPPORTING HEADER BELOW) 1/1•'1'-0• /0 INDICATES NUMBER AND SIZE OF BEARING STUDS(TRIMMERS) BELOW FRAMING LEVEL SHOWN(IE.SUPPORTING HEADER BELOW) S2 Stale: 1/4'=1'-0" FLOOR&ROOF FRAMING NOTES C OVAL 1. ROOF AND FLOOR JOIST LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS.IT IS NOT THE OUT OF PLANE TRUSS H O M E INTENT OF THE STRUCTURAL PLANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS.THE BRACING PER TRUSS MFR ARCHITECT SHALL VERIFY THE COMPATIBILITY OF JOIST LAYOUT AND FRAMING W/MECHANICAL, ELECTRICAL 8 PLUMBING AND ARCHITECTURAL PLANS.THE CONTRACTOR IS RESPONSIBLE FOR S �Y'1 SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING MEMBER LAYOUT FOR SHOP h DRAWINGS AND QUANTITY TAKEOFFS. SI ` Tacoma,WA 96445 2 THE TRUSS AND JOIST MANUFACTURER SHALL VERIFY BEARING COMPATIBILITY(CRUSHING)WITH THE (253)693 PLATE MATERIAL.TYPICALLY,COMPOSITE BEAMS SHALL BE FULLY BEARING ON 2x_WALLS.I.E.BREAK RIM OR BLOCKING TO ALLOW FULL BEARING OVER PLATES. CovalHomes.com 3. PLACE LONG DIRECTION OF ALL OSB SHEETS PERPENDICULAR TO TRUSSiRAFTER OR JOIST inio(8cova omes.com DIRECTION.SEE DETAIL 2/S1.0.FLOOR SHEATHING IS TO BE CONTINUOUS.TYPICAL NAILING AT FLOOR AND ROOF DIAPHRAGMS IS PROVIDED IN THE GENERA STRUCTURAL NOTES ON SHEETS SI.0. 4 THE DOUBLE TOP PLATE IS TO BE CONTINUOUS ALONG ALL EXTERIOR WALLS AND AT ALL WALL LINES CONTAINING SHEARWALLS.TYPICAL WALL TOP PLATE SPLICES SHALL BE PER DETAIL 3/SI 0 TYP. Copyright C 2018 COVAL HOMES,LLC I 5. WHERE COMPOSITE JOISTS AND BEAMS ARE USED AS DRAG STRUTS THE MANUFACTURER SHALL SIM 0 PROVIDE THE FRAMING MEMBERS WITH THE CAPACITY CALLED OUT ON THE PLANS. 6. TYPICAL FLOOR JOISTS SHALL BE 11-7ff TJnIO Q 19'O.C.TYR AT FIRST FLOOR AND 1S-FLOOR C C TRUSSES Q 192'O.C.TYR AT THE 2ND FLOOR.THE MANUFACTURER SHALL BE RESPONSIBLE FOR ALL e o JOIST AND BEAM HANGERS,WEB STIFFENERS,SOLID BLOCKING.AND ADDITIONAL RIM OR JOIST 1 MATERIAL TO ACCOMMODATE FLUSH-FRAMED CONDITIONS(F.F),CANTILEVERED CONDITIONS, ,A P.E.ROOF TRUSSES CONCENTRATED BEARING LOADS AND NAILING FROM SHEARWALLS ABOVE AND BELOW. 7. ALL EXTERIOR AND INTERIOR 2x6 BEARING WALLS ARE 24 Q Ir O.C.UN .ALL INTERIOR 2x4 BEARING AND NON-BEARING WALLS ARE 2x4 Q 16'O.C.U.N.O. 8. ALL NON BEARING BEAMS SHALL BE A MIN OF(2)2x8 U N.O.ALL OTHER BEAMS ARE AS MARKED ON PLANS. 9. AT ALL BEAM BEARINGNAMB LOCATIONS,PROVIDE(1)2x_BEARING AND(1)2x_FULL HEIGHT STUD 54 0 A G` SYDNAL F'� MINIMUM U N 0. 4x10 HFMR _ (2)2x8 HFMg _______ (!)?xB HF82 __ '��� -------� 10, EXPOSED FRAMING SHALL BE PRESSURE TREATED(P.T)VERTICAL 8 HORIZONTAL FRAMING Q r——— _ —— ____ _ V'n . _--—} — {— ———— ———————————— 9/I/104 WATERPROOFED WALKWAYS AND PRIVATE DECKS.ALL EXPOSED BEAN HANGERS SHALL BE POST I I 1HOT-DIPPED GALVANIZED AND HAVE CONCEALED FLANGES,VERFY W/ARCHITECT11. FOR TYPICAL HOLDOWN ASSEMBLIES SEE THE HOLDOWN TABLE ON SHEET ST0. ylPER 409 AIMING IIOVERF A LJ IProfessional Engineer Stamp 12. SEE ARCHITECTURAL PLANS FOR STAR FRAMING DETAILS AND NOTES,CONTROL JOINTS IN TYPOVERFRAMINGI I I I /�/CONCRETE FLOORING AND ROOF VENTILATION REQUIREMENTS AND DETAILS. ILPER FRA1 113, WINDOW SUPPLIER TO VERIFY THAT WINDOW AND WINDOW FRAMES TRANSFER WIND LOADS EVENLY 'I TYP. (( wTO STRUCTURAL FRAMING ON ALL 4 SIDES OF WINDOW.WINDOW SUPPLIER TO VERIFY MINIMUM.00SH ��'I I. I I LLISTORY DRIFT TOLERANCE IN PLANE OF ALL WINDOWS AND ALLOW FOR LR40 DEFLECTION I - .If I g o I I Z (PERPENDICULAR)AT WINDOW MULLIONS. _ - - I wr II14. SEE GENERAL STRUCTURAL NOTES ON SI 0 FOR ADDITIONAL INFORMATION. I IPE.ROOF TRUSSES I I 15. PROVIDE WALL FIREBLOCKING Q DROPPED SOFFITS SHOWN ON ARCM. 3 I Q 24'0 C. - I I • 16 PROVIDE WALL BLOCKING FOR ALL WALL MOUNTED EQUIPMENT(SUCH AS TOWEL BARS,GRAB BARS, 54.0 I I _ I Z LIJ fy om a TOILET PAPER HOLDERS,DOOR STOPS.ETC) W 3 II II I I II. . - I1I1 1II e II1 III J 17 LFA INDICATES-LOAD FROM ABOVE J ____ — < ra E}mL c 18 SEE LEGEND BELOW FORADDITIONAL INFORMATION L-----3 IL-- JL_ Ir Ir---------- LEGEND SN^33; eo`U QSHEARWALL TYPE,SEE SHEPRWALL TABLE ON SHEET 51.0 a rr'—"7 I I i I I I I 3 SHEARWA L,THE CALLOUTS ON THE SHEARWALL TABLE APPLY ONLY U I I I -1 ALONG THE LENGTH OF WALL SHOWN SHADED.PROVIDE SOLID I _ _ _ _ _' I F=__ I I .i I 1 I ♦�/� BLOCKING IN FLOOR SPACE BELOW PERPENDICULAR SHEARWALLS r7 I I I I I I I I vJ SHEARWALL WITH OPENINGS.PROVIDE SHEATHING AROUND ALL — —————— OPENINGS AND ABOVE AND BELOW ALL WALL OPENINGS.PROVIDE REINFORCING AT OPENINGS PER 5/S1.0 TYR 1 L 51/800-12GLB __J I --- ❑ STUD WALL ABOVE I i-- ---____-- STUD WALL BELOW I I I� _-- L-- J CONCRETE CURB OR FOUNDATION WALLS I P.E.ROOF TRUSSES I Q 24'O.C. (n U 0 �FX SPREAD FOOTING PER SCHEDULE ^' II II �Q. HOLDOWN,SEE S1.0 FOR HOLDOWN TABLE I I - - I 1 w W J OO ROOF OVERFRAMING.SEE DETAIL d/50.0 0 i/\ u Q % %' INDICATES RAFTER OR JOIST SIZE AND SPACING SI I I _ I I I Va) I VJ INDICATES EXTENT OF RAFTERS OR JOISTS I I I II w BEAM/GIRDER TRUSS PER PLAN.SEE FRAMING PLANS > GT GIRDER TRUSS PER PLAN I I / F'r I I. I I LLI C HANGER CONNECTION(BY MANUFACTURER FOR PRE-ENGINEERED LL FRAMING CONDITIONS) 1 L-- Ix101f82 -- If ROOF TRUSSES I I I O w < L II INDICATES JOIST TRUSS BEARING AT WALL/BEAM Q24'O.C. I N Ur E- -- INDICATES JOIST/TRUSS INTERMEDIATE BEARING AT WALL/BEAM WITH 1 IM1 — _ I INDICATESYICAL TOLET.BATHTUBB SHOWER LAYOUT LL O N (2)2x8 HFI (Z)2BNR (L)Z8 HF CONTRACTORTO COORDINATE JOIST LAYOUT WITHFIXTURE _— _ _ y J LOCATIONS TO AVOID PLUMBING AND FRAMING CONFLICTS. LSTA78 FROM SUE OF DBL TOP PL TO SIDE OF I 11 INDICATES POST OR STEEL COLUMN BELOW-PI OR CB ADDED ONLY BEAM SIN 3 AT LOCATIONS INHERE LATENT REQUIRES CLARIFICATION.SEE i LOWER LEVEL PLANS OR ELEVATIONS FOR SIZE 14 Description D88. INDICATES NUMBER AND SIZE OF FULL HEIGHT STUDS(KING STUDS) P E.ROOF TRUSSES BELOW FRAMING LEVEL SHOWN(LE.SUPPORTING HEADER BELOW) Q 24'O.C. �0 INDICATES NUMBER AND SIZE OF BEARING STUDS(TRIMMERS) BELOW FRAMING LEVEL SHOWN II E.SUPPORTING HEADER BELOW) ___ __ _ 3 PLAN. SITKA - R I O OUT OF PLANE TRUSS 540 BRACING PER TRUSS MFR SIM Roof Framing Plan Project number: 24.00112 ROOF FRAMING PLAN D.L.: 914=24 1'-0' Drawn by: LDV Checked by: EE S2.1 S.W. 1/4'.=V-O" FOR 7NAHj = AYA1 SPREAD THAT REQUIRE CONDITIONS ^ w ���� (EA WAY AT SPREAREIWD FTG) THAT REQUIRE /\v{/V\% F 2'CLR CRAWLSPACE BACKFILL C�3• SEE DETAIL SA/S3 0 JOIST BLOCKING UNDER H O M E S LIXJGm ONA.RENF BEARING WALL ABOVE EVENLY SPACED �, 'YY 314'T&G FLOORING (EA WAY Q SPREAD FTG'S) FLOOR JOISTS PER PLAN NOTES: ,. FOOTING SHALL BEAR ON UNDISTURBED OR COMPACTED MATERIAL SHEATHING PER PUN Tacoma,WA 98445 2. DESIGN SM14G CAPACITY=ISM PSF (253)693.4446 3. CENTER FOOTINGS UNDER COLUMNS OR WALLLS U N 0 PL TO PL NAILING PER S W TABLE CovalHomes.com MARK W T REINFORCEMENT EDGE NAILNGPER SW.TABLE info(8covalhomes.com 2x0 Q MID-HT W/(2)-10d Q EA TJI JOISTS PER PLAN STUD 8 2M DIAL OVER 10'-V ATTACH 2x MVDSILL TO CONT OR fid Q 8'0 C.AT NON S W. F1 5 1'JT'x1'6' B' (2}IMx1'-0'EA WAY MIN FROM TOP TO BOT PLATE rF CONCRETE FOOTING W/1Q'B x Yd'T8G FLOORING LOCATIONS F2.0 7-0'ft'-0' 8' (1NIMx1'-0'EA WAY Wn2)-IWEASTUD6(3f10d 6'ANCHOR BOLTS AN03*x3'xlM' CS18 z3F STRAR Q TOP PLATE Copyright C 2018COVAL HOMES,LLC TOPB BOT AT H>5-0',MAX WASHER Q 72'0C U.N.0 SEE ALL THREAD F25 7-r Q'-0' B' @J,% -O'EA WAY FOUNDATION PLAN FOR SPLDED LESS THAN d'-0RE PLATE'AWAYOVE IS H=8'-0' MISSED REPLACEMENT BOLT Dl4 MN.EMBED F3.0 3'-0•b'-0• 10' (4Y*bQ'E'EA WAY EXCEPTIONS. STRAP HOLDOWND READ REQ'0 ON) Z. F35 341•13'41' 10' (S)010'-0'EA WAY h EDGE NAILING PER S W.TABLE LSTHD8STH010 HDU2 Sib' 6' NOTES. LOCATIONS A 18'O.C.AT NON S W. STH010 FDW SIB' 7T 1. SEE STRUCTURAL NOTES FOR ALLOWABLE SOIL BEARING PRESSURES IOCATI0N5 1Y U N 0 SIMPSON IT51.81/11 lb f,L'H! STN010 HO115 St8' 7Y PER PLAN SHEATHING PER PLAN or rx Ni r=r-0 TYPICAL SPREAD FOOTINGS 7 r=r-0 CRAWLSPACE FOOTING 2x8Q16.00 TO ALIGN 1'-0'MAX PONYWALL W/STUDS ABOVE 8 FLOOR AT STEPS N FOOTINGS JOISTS.ADD ADOL 2x6 Q BUILT LIP HEADER W/(3)2x0 FIF FZ 2x TOP PLATE PONYWALL FRAMED W/2x0 HF AQ STUDS IA TO 08 FLOOR JOISTS AS RED TONAL STUDS ATTACHED W/10d NAILS Q TALL AND 2.6 HF N2 STUDS BEYOND 0S TALL Or-W MAX TREATED 2z_PL W/A B's_\ 8'0 C 11)TRIMMER AT EA SIDE &JOIST BLOCKING UNDER HT).SPACED PER FLOOR JOIST SPACING AND PER S W.TABLE EMBED 7' BEARING WALL ABOVE ��00 (2)2x_HFA4 STUDS(TYP) DIRECTLY BELOW FLOOR JOISTS.WHERE PONYWALL MIN 812'MAX FROM ENDS fi SHEATHING PER PLAN EXCEEDS 5I TALL HORIZONTAL OR ANGLED BRACING EDGE NAILING PER S W. HDU PER TABLE S3. IS REQUIRED.SEE 6IS70 sMEA1HNG (1HM CONT.WAN 1r TABLE OR 04 Q6'0 C.AT Professional Engineer Stamp OF TOP OF WALL NON S W.LOCATIONS H01 T PERN ANCHOR BOLT PER TABLE JOISTS PER PLAN UN.O.ATTACH ON 2%_BOT.PLATE TOP OF2x_PONYWALL ATTACH LI..I FLOOR SHEATHING JOISTS TO TOP PLATE EDGE NAILING W/(2},Od NAILS EA JOIST. XI> FINISH GRADE PER CIVIL t„ CRAWL SPACE /Z w� �ems§ s V NOTES. ,�, o ro (1)M VERT Q d8-O.C. 9>'�>� w o, 3 w 1. THIS PLAN IS LATERALLY DESIGNED BY — —————— 2'-0'MIN _—— o a LL`^ W/STD HOOK,EXTEND 3 y Z o- —— ——— — ro Fo 10'INTO STEM WALL 8• §• LIJ �^n TAPER PLAN AN ENGINEER.SHEATH PONYWALLS i 20'BLOCK-ouT IN y o w MIN ^w W BELOW SHEAR WALLS ONLY. a INTERIOR FOOTING FOR DRILL N AND INSTALL W/ 2. RE BAR IS NOT REQUIRED N INTERIOR CRAWL SPACE `� 3 < } N$P SIMPSON SET EPDXY FOOTINGS UNLESS NOTED OTHERWISE. CLR ��`Y/l/ LU 5 PER MFR INSTRUCTIONS PER IRC R003.1 3. STEM WALL WHERE IL 3. PONYWPIlS W/STUDLENGTH IE NECESSARY TO sS ACCOMMODATE LEVEL BACK (1)4M CONT 72'U.N.O. THAN 10'DO NOT REQUIRE SHEATHING FILL IN THE CRAWLSPACE. PROVIDED STUDS PRE NOT SPLIT. CONCRETE FOOTING PLACED OVER NATIVE SOIL(OR)COMPACTED PER PLAN r^ EXISTING FOUNDATION FILL.SEE F WNDATION SHEET FOR FOOTING SIZE. SEE DETAIL 6A/53.0 1 O C IRC 1-STORY PRESCRIPTIVE � J POST INSTALLED HOLDOWNS =,'-6' PONYWALL/FOOTING DETAIL •=,..- EXTERIOR PONY WALL U7 3 2.STUD WALL SHEATHING PER PLAN MAIL LEVEL WALL FRAMING 3_ PL TO PL NALING PER S W.TABLE 6 SHTG PER PLAN SHEATHING EDGE NAILING PER S W.TABLE (1FM1 CONT.WNN 12' DBL JOIST UNDER WALL OF TOP OF WALL 3'd'T8G FLOORING TREATED 2z_PL W/A B's PER S W LDG PAP . 15S BER OR TABLE EMBED 7'MIN 8 17 MAX FROM W SIMPSON...12 FROM CRIPPLE VAPOR BARRIER ENDSALL /� PL TO PL NAILING PER S W. �I. OLDOWNS ARE SPECS.W ABOVE IFIED ON THE RE FND EDGE NAILING y) V SLAB ON GRADE '^ N EDGE NAILING PER S W.TABLE TABLE ALT SIDES OF WEB MAN LEVEL PER FND PLAN AT GARAGE v/ � w 10 W N _j � SHEATHING PER PLAN •I• _0 —1 0) 2x STUDS PER PLAN PT.2z PLATE W/ANCHOR BOLTS m '^ W Q PER S W.TABLE EMBED 7'MIN 8 o V, EDGE NAILING PER S W.TABLE 12'MAX FROM END OF WALL •I• 2x PLATE 8 SHTG PER DETALS (1}NM VERT Q 08'O C. - 0 ^' 0 7-0'MIN 0'-0'MIN m Q W W5T0 HOOK.EXTEND 6. �= .•I. 14'INTO STEAL f w WW MIN m 3 _ U L^` >N > CLR 3' LLI Of Lll DEEPEN FTG LOCALLY CLR a RNM CONT FOR ANCHOR BOLT E Lu Q (I}M PER PLAN CLEAR COVER(3'MINI 2xe CRIPPLE WALL STUDSNLN CONT 12"U.N.0 O E W/ PER PLAN FRAMING ABOVE.MAX WALL HT4"V ^ SIMPSON CS 76 87'RAP IF § SEE FND PLAN FOR MAX S LL M 9 1WEA8OEOFSPLDE NOLDOWN REQUIREMENTS FOUND 1-STORY PRESCRIPTIVE 0 N SHEAR TRANSFER INTERIOR S.W. IMR10F10d""U FOUND GARAGE WALL JOIST BLOCKING UNDER SIMPSON MOIDOWN PER FND PLAN BEARING WALL ABOVE T W Q 81B PT h PLATE v •I• 3M'TSG FLOORING 2x_STUD WALL—�� SHEATHING FLOOR JOISTS PER PLAN SNPSON ABU POST BASE PER PT POST PER PLAN AB,'e PER SW TABLE ••I•' PT 2x PLATE TABLE BELOW.ATTACH TO PL TO PL NAILING PER S IN TABLE 2x_BOT.PLATE CONC PIER W/5R•gx8• J (+}NI CONT_W/N No. Description IR SIMPSON TITEN HD REIIFORR12'OF TOP OF WALL _RENFORCELEM PER TABLE EMBED 7'MIN 8 17 MAX FROM DETAILS FLOOR SHEATHING ENDS POST CONFECTORSCONCRETE PIER PAD SEE 70P FOnpEDGE NAILING FOUNDATION PLAN FOR SIZEdx8USE ABUd6 8 OTHER REQUIREMENTS(1)4Y CONT.WAN 12'OF TOP FOR NOTES ANO CALLOUTS fixe USEABLM6FIRM UNDISTURBED ^i SIMPSON ITSI 8111188pLAN: SITKA -OF WALL TIE INTO IN COMMON SEE STANDARD SOIL Q9PERPENDICULAR EXTERIOR DETAIL fi153 0 STEMWALL RENF PER DETAILS FOUNDATIONWALL FOOTINGTHICKNESS § TJI PER PLAN (1)44VERTQd8'0CFoundation(1)49 VERT Q d8.O.C. FOOTING N" BLDG PAPER ZW/STD HOOK,EXTEND 11'W/STD HOOK.EXTEND 10' THICKNESS BETWEEN 6' INTO STEMWALL MIN HI TO EQUALNTRE01) INTO STEMWALL MIN Ic JOIST AND °? Details TO ACHIEVE BACKFLLHT AT EXTERIOR (1 FMN CONT.TE INTO 2 CONCRETEFOUNDATION WALLSPERPENDICULAR EXTERIOR 1 �rolect number 240011FOUNDATION WALL " saw 9/4/202 3' 'SOIL HT DIFF WIT TO EXT CLR C-0'MAX WHERE STEMWALLS Drawn by LDV FOOTING ARE TALLER THAN d'-r ADO EFIN.O. PER PLAN THICKNESS (7)JMCONT 12'U.N.O. HORZ.MO BARS 0IF0C ^eckebby EE PLAN PER PLAN IER ALT.CRAWL SPAC:�� 8 IRC 1-STORY PRESCRIPTIVE S3=0 FOOTING AND STEM WAL =+'-0 IRC ISOLATED FOOTING =1'-0 REINFORCED STEPPED FOUNDATION&CRIPPLE WALL FRAMING 4 =1'-D FOUND @ EXTERIOR WALL OVERFRAMED TRUSSES NAIL SHEATHING TO T A v SHEATHING PER PLAN Sa @ 6'0 C. AND CONNECTIONS PER TOP CHORD OF GIRDER _ O V y TRUSS MFR T W/Bd @ S.O.C. BRACE LENGTH WALL I END TOL L 1. 2a4 64r R}10a H O M E 5 EXTEND MAIN ROOF 2ffi 9-7 (J}+0a PERP WALL 2x_TIGHT FIT BLKG gal FS (I Oa P.E.TRUSS SHEATHING FULL E.T SES 2H0 17'S (5}10a - SHEATHING LENGTH TO GIRDER BY ERS @ 24'O.C. PER PLAN TRUSS AND NAIL TO 2x12 15-0• (d}1oa Tacoma,WA 98445 2x BLOCK W/ 2st4 IT& p}l0a (253)693-4446 0.131'Bx2-1?@ 6- GIRDER TRUSS TO BE 0L. DESIGNED TO CARRY CovalHomes.CAM 240 RUE OF LATERAL EEAA END IFTfo(8covalhomes.com LOAD PER TABLE a @ 8'O.10C� BRACE PER TABLE Copyright C 2016 COVAL HOMES,LLC PARTIAL PLAN LLLVVV INSTALL b B EN TRUSS HANGER PER HANGERS PER R. I TRUSS MFR AND NAIL TO BOTT HORD OF FOR DETAILS AND CALL OUTS GIRDER TRUSS W/.1 x3' WAIL BEYOND 2'-O'MIN i'A'MAX IN COMMON SEE 3/54.0 NAILS @ 6'0 C. I ' SEE ARCM QQP, J. of eA y o b @8'O.C.UN,. EDGE NAILING r=r-B' SHEAR TRANSFER AT STEP IN ROOF 1 1 +-ra SHEAR TRANSFER GIRDER TRUSS 7 O'31•04-1a• O 'abut®G� TONAL 6� OVERFRAMED TRUSSES NAIL SHEATHING TO (2)0.148•Bx3' AND CONNECTIONS PER TOP CHORD OF GIRDER EACH 2x /4/fO7A TRUSS MFR TRUSS W/Ba Q 6.0 C. OUTLOOKER BGOHT FIT 2x4 FLAT OUTLOOKER O . Professional Engineer Stamp INSTALL L BLOCKING GABLE GABLE END ND TRUSS BETWEEN TRUSSES DESIGNED TO TRANSFER /y AND NAIL TO BOTTOM RE TRUSSES 240 PLF U.N.O.PER PLAN LL CHORD OF TRUSS W/ BY OTHERS FROM TOP CHORD TO BOT W 14a'B x 3'NAILS @ 6• CHORD d OUT OF PLANE W 0 C. 0.1350 NAIL WIND FORCES GIRDER TRUSS TO BE @ 170 c _ DESIGNED TO CARRY A35 SPACED PER S W. �F� 240 PLF OF LATERAL TABLE.OPTION TO USE 0 o LOAD UNO LTP4 WHERE TRUSS IS a c•o FLUSH W/SHEATHING OR O OPTION TO USE LTP4 2x CONT BRACE BTWN PERP EDGE OF WALL OR SEE W W b IN LIEU OF A35 PER 2/S4.0 FOR SHTG OPTION e ° S.W.TABLE WALLS(LAP ONTO PERP J M J 3 0 e. WALL d NAIL PER TABLE NAIL SHEATHING INTO Q ' - ■ e^ CONNECTDN EXTEND MAN ROOF SHEATHING ABOVE) UPPER MOST PLATE PER ��// Y U J TRUSS TO TOP FILL LENGTH TO GIRDER TRUSS S.W.TABLE LL m o n SIMPSON H105 AT1 GIRDER �/ SIMPSON LGT2 AT 2 PL RDER NUMBER of STUDS TO MATCH AND NAIL TO 2x BLOCK W/ ^ (2)2A TOP PLATE CONT N SIMPSON LGT3 AT 3 PLY GIRDER NUMBER OF TRUSS PLY'S lM0 0.171'BX2-12'@ 8'O.C. FOR CALLOUTS W SPLICE PER 3/51.0 SIMPSON LGT4 AT 4 PLY GIRDER COMMON SEE C) +_+o GIRDER TRUSS TO WALL CONNECTION 10 +=ram SHEAR TRANSFER 6 TYPICAL GABLE END CONNECTION U) PROVIDE SHEATHING WEDGE NAILING 0.148.131 NAILS TRUSS TOP PROVIDE SHEATHING WEDGE NAILING 0.141I NAILS TRUSS TOP TO EA BLKG PANEL TYR d BOT CHORD TO BLOCKING PANELS TO EA BLKG PANEL TYP d BOT CHORD TO BLOCKING PANELS MAUL ROOF SHEATHING TO ALIGNED ALIGN P.E.DRAG TRUSS OVER TRUSS OVER S W.W/PANEL EDGE TRUSS MFR TO PROVIDE BLKG 0.13 'SPACED PER S W. TRUSS MFR TO PROVIDE BLKG 0.13 "SPACED PER S W. OftLOW DRAG TRUSS NAILS 0 131'0OVER x2-+2'@ PANEL U.N.O. PANELS W/240 PLF CAPACITY P EDG ACING PARELSW/240PLFCAPACITV P EDG ACING 08E GNED TO TRANSFER PLFL RAL FORCE FROM RAP BELOW. NAIL SHEATHING ALONG S C OUT AS DRAG TRUSS BLKG TRUSS BLKG ENTIRE LENGTH OF TOP N TRAP PER PLAN To TOP TRUSS MFR TO PROVIDE TRUSS AS S S BE FULL HT.TO ROOF /� PANELS TO ��JJ PANELS TO `/,L CHORD W/Sa @ 6'0 C. TE OF SHEARWALL BEFORE DRAG STRUT W/240 PLF CAPACITY OR TRUSS MFR To c/J EXTENT To 2T EXTEND TO 8 LACING ROOF TRUSSES. U.N.O. PR D ALTERNATE SHEAR PATH (n c w END OF S W. 477 END OF S.W. VVV NGINEERS REVIEW (� to BELOW OR BELOW OR U�i/ "� J Cp BEYOND AS BEYOND AS I-hA35 SPACED PER SW TABLE. w J SHOWN. SHOWN. OPTION TO USE LTP4 WHERE 0 w Q OPTION TO EXTEND SHTG DIVE 0 TRUSS IS FLUSH W/SHEATHING Q •N Q CHORD d PROVIDE EDGED OR EDGE OF WALL. ^u/` P - ILO TABE14LIUTOPPIAT W W • PE HEAR L TABLE N LIEU OF LI NAIL SHEATHING TO UPPER SHE NG MOST TOP PLATE PER \ _ TRAP PER PLAN OPTION TO USE A35 SPACED S R SHEARWALL TABLE U L PER S W.TABLE @ TRUSS OPTION TO USE SIMPSON AT5 I W VERTS VS.SHTG GUSSET PER S W.TABLE @ �1 . HEARWALL VERTS VS.SHTG GUSS 2x TOP CLIPS SPACED � ENO OF SHEARWALL PLATES PER S W.TABLE O w WALL PER PLAN SHEARWALL SHEATHING SHEARWALL SHEATHING Ell EO L.L E 0 C7 ROOF SHEAR TRANSFER W/TRUSSES 121 ROOF SHEAR TRANSFER W/TRUSSES DRAG TRUSS TO STRAP 15] SHEAR TRANSFER @ INTERIOR 2 a- O CV +-0 PERP STRAP LOCATION =+� PERP S.W.LOCATIONS ONLY +_+� SHEARWALL TOP PLATE +_+� W/ALIGNED TRUSS (n g 2x8 FLAT W/(2)0.14a'Bx7 S40 @EATRUSS OVERFRAMING TRUSS BY ATTACH ROOF SHEATHING TRUSS MFR @ 24'O.C. ROOF SHEATHING 0131'Bx2-12'NAILS AT 6'0 C. @ 0.131'Bx2-12' SHEATHING TO BLOCKING W/Btl S'O'C' @61 VERTICAL SUPPORT TO 12 SLOPE No. Description Date OCCUR ON ALT PER 2c TRUSS BLOCKING W/ SUPPORTING TRUSSES ARCH SCREENED VENT HOLES P E.TRUSSBLO&HIGH ING HALL ATT SHEATHING TO BLOCKS PER TRUSS MFR CANTILEVERED d HIGH HEEL 6'O.C.ATTACH BLOCKS TRUSSES DESIGN BLOCK FOR EAVE END DETAIL. NAIL SHEATHING TO UPPER MOST 240 PLF(MIN)DRAG LOAD P E.TRUSS PER PLAN TOP PLATE PER SA TABLE. /L L//� A35 CLIPS@24.0 C.ONLY IF �PERARCH PLAN: SITKA - R H25A CLIPS ARE USED FOR TRUSS TE DOWN H1 CLIP @ EVERY TRUSS SUPPORT MID AT AIL X Roof Framing END TRUSSES (7)-0.148'BKi'TOE NAILS 1.41• Details PANEL lIN @ EA TRUSS ADD PL TO PL NAILING IF H1 OR H2.5A CLPS AT EA S.W.SHTG NOT NAILED ARCH TO VERIFY TRUSS U N.O.PER PLAN SHEATHING CONT INTO UPPERMOST PLATE Pro/ect number: 24.001 1 2 RE.7RU86 BELOWOVERFRAMING PER PLPTI U.N 0. BEAM PER PLAN 14 Date 9/4=24 EXTEND PER ARCH WHERE SHOWN Drawn by: LDV WALL PER PLAN Checked by: EE S4.0 +=1-0 SHEAR TRANSFER AT CANTILEVER TRUSSES r,-7, TYPICAL OVERFRAMING 4 =+'-o TYPICAL EXT.WALL PERP.TO TRUSS scale 1 =1-o- PLANNING IBLD2�o;�f-6 (a-3 N E vo sFP-. Sbmm,te-f A vt'kuY