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HomeMy WebLinkAboutBLD10-006 - drawings 2.4 1/2" eee . 11-1 1/2" 4s. 10-6" ~~ 10-0" ‘ “n Ul “n 3-5 1/- " a “ ‘ “ f ae 2 “3 — pri Alt ‘ wy — 318 ete - ~ 37 4'-0 5" FO od | r Min ee 4040L5 4040LS Te 50610 ] 4 1 ——— | ~ 6x8 DF #2 (H5) 6x8 DF#2 (H5) 6x8 DF#H2 (111) Egress Egress vaulted ‘ Bedroom#2 Bedroom #3 Nook t > < S a ~m™ iN 3068 J i oF = g o 3 ‘ () C) 1ox24 Cra = | | cen § + x = Access 8 - . S S| SH 7! | 8 %) 50 CFM Master a i & Do) | Bath | [ Lk 3206 CoS / 2 | 2468 |S x, m Vaulted N @|2e 1 Qe: a ie Kitchen 9% SN 9S st q t SS & gue t ie i a Bath > S 1 1% gH 3 in & N SEY Master Bedroom \ © atk VT HH S ee 2 ee RY RE So N a , ay | boa ee | — = “0 1/2" AN) > | 2 Sn Xb y WO) Nb i) | J \—/ \s Sil | ow 206 . ES Whole 8 Yd be = rn an Vaulted aus § Ky S ‘Nt l 2068 Fo Great Room > * 20 min Fire Rated |" 36%26" Landing oO r WH Toor Ser |. omer ls cee ao = Closing Hinges . = — KR Hie a ~ ——— 4" Bollard for Crash Protection Strap WH to : Studs at Thirds. 24x30 Attic SY 4 A Minimum 18" off Access Q neg Ground. f + As > + V ff a Nf “ A j V4 | / & ly 6x6 DF#2 (H1) S \ ] t 3068 : i i} \ poo. _-BOBOLS > 2 Car Garage | Mi 36586 Landing | Garage is Sheetrocked ee | (Type X) and Taped | s Y | =f ™~™ | SEE BEAM CALCS | | STRUCALC H-H/ | | 3.5 X w.2s" DF FQ | Sa | | 6x8 DF#2 (H4) l as Se ee Se Se SS Se a l 60719 HB Pal 16'-0" POT FL pron at guzel 519" 20-0" ~~! 74 “OQ” 34-0" — i Window MFG is Empire Pacific & U Factor is 30. Main Floor Flan Exterior Door MFG is OreFac & U Factor is .20. Scale 1/4" = 1' WINDOW SCHEDULE Q@TY [FLOOR (SIZE EGRESS | TEMPERED GLASS | DESCRIPTION 11 4036L5 LEFT SLIDING 1 |f 4050L5 LEFT SLIDING 7 |i 5040L5___ | YES LEFT SLIDING fit 50505 LEFT SLIDING 1st Floor 1242 5q ft 11 50610 L EX | EXT. SLIDER-GLASS 2 if 4040L5 _|\YES | LEFT SLIDING Gar. age 44] Sq ft DOOR SCHEDULE @TY |FLOOR |SIZE DESCRIPTION Forch Cover 575q tt 1 (1 16070 L GARAGE 16’ 2 if 2468 RIN | HINGED 6 PANEL 7 (ff 2668 RIN | HINGED 6 PANEL 3 if 2668 L IN | HINGED 6 PANEL im: 3068 L EX | EXT. HINGED 6 PANEL ; 7 3068 L EX | EXT. HINGED ELLIPTICAL (2 FANEL) G/B ZING 5g Ft 1171.00 Sg ft Ext. Door 5g Ft Total Glazing 5q Ft divided by Heated Living Space Glazing Fercentageé 36.17 5g ft 147.175g ft 1242 sq ft 11.85% "Garage VNindows not Included** Framing Notes Roof Trusses shall be Pre-Engineered/Pre-Manufactures Wood Trusses spaced at 24" 0.c. Flat ceiling trusses over entire area with the exception of Scissor Truss over Specified areas. Note Line of soffit on Floor Plan. Install "Simpson" H2.5 or H1 at each end of every truss. All clips shall be fully nailed with 'N10' nails per mfr. direction. All Trusses shall be installed and braced according to the Manufacturer's instructions. Design calculations shall be kept with the Building Permit and shall be made readily available to the Building Inspector at the time of inspection. All Permit documents shall be kept in a waterproof enclosure for the duration of the project. Outlooks shall be 2x4 spaced at 48" 0.c. @ each Gable End. Roof Sheathing Nailing shall be at 83d @ 6" o.c. Panel Edges and 12" 0.c. @ Intermediates. Wall Sheathing Nailing shall be at 8d @ 6" o.<¢. Panel Edges and 12" 0.c.@ Intermediates, U.N.O. (See Panel Details for additional information.) All Window and Door Headers at Exterior Walls shall be 6x3 DF#2 U.N.O. All door headers at interior bearing walls shall 4x8 DF #2 U.N.O. All Blocking @ Roof Trusses exposed to the exterior shail be screened "Bird Block". 9 Soe Garage Notes Garage walls, columns, and ceilings adjacent to or under dwelling areas shall have materials approved for One-Hour fire resistive construction. Air ducts passing through one-hour fire resistive cons'ruction shall be a minimum of 26-gauge steel. All electrical switch plates and box covers in the garage shall be metal and lights with boxes behind them shall not be plastic. All piping passing through one-hour fire resistive construction shall be metal. Air ducts and or Piping supported by structural members that are required to be fire protected shall be installed after the sheetrock has been applied. Ducts and or Piping may be enclosed within a soffit that has the same degree of fire protection required for the structural members that it attaches to. Framing members for the soffit shall not exceed 16" on center. Water heater shall have a relief valve drain line to the outside of the building. Drain shall point down and be 6" - 24" from grade. Whole House Ventilation Provide each habitable room with fresh air per the Washington State Ventilation Indoor Air Quality Code Snow Load ---- 25 /bs Wind Speed -- 85 mph Exposure ------- B Seismic --------- D Heating System Electric VNall Heaters Appliance Fuel Source Stove Electric Dryer Electric Water Heater = Electric NOTICE: Plans are approved excepting any errors or omissions. All work must pass inspection in conformance with all applicable codes and regulations. NOTE: Some options may show on your set of house plans that are not included or a part of your Construction Contract with Reality Homes, Inc. RI ZONE Printed on 1/4/2010 at 10:59:54 AM dQ CAWS) wS s X& SNR 5 eR OR, ho MESES : Wk Pat : XL XO YaoHDVR Oo $37 8h cB) SNSSS SASS as S588 Re TE Te Ry Se 8 See Sys sy oS Lye PtVEsE whys Syes Vee VIs Sees CVARE SSH CTI IPR ody SR Bade ages SeQy HVE T FSSRE ASL gs 8 Laryor * gyet Sl Ine ag VU Seg e TESTESFESSSs & SHS BRFwy Ha FVyg <8 wSY8ePX HH XVNERALR | PLILTTUEESER ALTE: SSPYITEGL KREG FBR r DQ 5 SUES = OQ BS FSS % YQ wr Oh) A S 9 > e Le) . CS 9 Q Sos DG § RY) B.vyVns 8 S © ve PO NG a" . 2) S ANY c iy 3 Q ~ 9 > a WALD 5 W@W SY HY ~ aN RRS 8 erX~ R § 9 ON FROKT": O° REAR’. 10° Sibe: § : siDE': 10. ALONG A STREET RIGHT OF WAY a 2 is Th e bu i l d e r sh a l l no t be he l d gr a d i n g re q u i r e m e n t s . Th e bu i l d e r re s e r v e s th e ri g h t to mo d i f y th e s e pl a n s an d di m e n s i o n s ac c o r d i n g to si t e co n d i t i o n s . Al l su b c o n t r a c t o r s sh a l l co o r d i n a t e cl o s e l y wi t h th e bu i l d e r pr i o r to pr o c e e d i n g wi t h th e la y o u t of th e i r re s p e c t i v e co n t r a c t aw a r d . To av o i d co s t l y mi s t a k e s , er r o r s an d / o r om i s s i o n s , an y di s c r e p a n c i e s in di m e n s i o n s or co n s t r u c t i o n ma t e r i a l s , ap p l i a n c e s , Th e s e Fl a n s ar e di a g r a m m a t i c in na t u r e an d ar e in t e n d e d to id e n t i f y th e mo s t si g n i f i c a n t el e m e n t s of th e bu i l d i n g ' s co n s t r u c t i o n . Th e s e Fl a n s ar e in t e n d e d to pr o v i d e ad e q u a t e in f o r m a t i o n to th e Go v e r n i n g Re g u l a t o r y Ag e n c y re g a r d i n g Th e Cl i e n t / Ho m e Ow n e r / Ge n e r a l Co n t r a c t sh a l l ve r i t y al l se t b a c k s , di m e n s i o n s , st r u c t u r a l de t a i l s , bu i l d i n g co d e s , an d co m p l i a n c e wi t h Lo c a l an d In t e r n a t i o n a l Re s i d e n t i a l & Bu i l d i n g Co d e s . It sh a l l be un d e r s t o o d th a t no n - r e g u l a t o r y it e m s wh i c h ar e no t re q u i r e d fo r ap p r o v a l fo r co n s t r u c t i o n ma y no t ap p e a r wi t h i n th e s e pl a n s . Th e Bu i l d e r re s e r v e s th e ri g h t to co n s t r u c t th e bu i l d i n g ac c o r d i n g to a pr e - a u t h o r i z e d Bu i l d i n g Or d e r ge n e r a t e d by Re a l i t y Ho m e s , In c . Fo r fi n i s h e s an d op t i o n s , pl e a s e re f e r to th e sa i d Bu i l d i n g Or d e r . In pa r t i c u l a r , th e Op t i o n s sp e c i f i e d wi t h i n th e Bu i l d i n g Or d e r sh a l l be st r i c t l y ad h e r e d to . bu i l d i n g el e m e n t is no t sh o w n on th e pl a n s bu t ap p e a r s wi t h i n th e Bu i l d i n g Or d e r , th e Bu i l d i n g Or d e r sh a l l go v e r n . In ou r co n t i n u i n g ef f o r t to im p r o v e ou r pr o d u c t , Re a l i t y Ho m e s , In c . re s e r v e s th e ri g h t to mo d i f y an d ch a n g e fl o o r pl a n s , ma t e r i a l s , co l o r s , an d fe a t u r e s wi t h o u t pr i o r no t i c e or ob l i g a t i o n . Al l co n c e p t u a l il l u s t r a t i o n s ar e co m p u t e r ge n e r a t e d an d ar é su b j e c t to ch a n g e in ac t u a l pr o d u c t i o n . Al l sq u a r e fo o t me a s u r e m e n t s ar e ap p r o x i m a t e d . ca s e w o r k , mi l l w o r k , et c . mu s t be id e n t i f i e d pr i o r to th e in s t a l l a t i o n of co n s t r u c t i o n ma t e r i a l s . re s p o n s i b l e fo r er r o r s ca u s e d du e to a la c k of co o r d i n a t i o n by th e su b - c o n t r a c t o r s . FILE COPY APPROVED i S10 Nor i210 — DOS Permit te By: . a ¥ Building Official CITY OF PORT TOWNSEND IL EGEIVE CITY OF PORT TOWNSEND DSD Sheet Description Floor Flan Flan Narne 1242 Allenmore 1 of 5 Ex p . OW 1 V 1 1 Ex p . 05 / 1 3 / 1 0 RO E - 2 5 2 8 5 WA Li c # R E A L I H I F 8 4 C N Ex p . 01 / 3 1 / 1 1 16 6 3 1 8 OR CO B H ' Co n t r a c t o r Li c e n s e Ex p e r a t i o n s ID Li c # IN S . E S ty Ho m d mu s t be bu i l t on l y by Ke a l t lr r i € é us e af i Th i s Se t of Fl a n s Is li c e n s e d to r on e t. @ vent per MFG. 4" Drain Dimension a eel I _— \ i t Garage Slab Note 4" Thick Concrete Floor Slab Slope to opening for drainage 2" drop min from rear towards opening _ Single Stor within this set for Deta ils and Foundation Notes s Sheet ctions and Detail Foundation connectivity. See Building oie dation and Wall to Callouts for Foun r Foundation that will support a 2xb Framed Stud Wall "™ 6" Min. Continuous Concrete Footing wi! (1) #4 hall be 24° min. Corner bars shall be th wire ties, (2) min. per splice. Single Stor Perimete shall consist of a 12 continuous Rebar. Overlapping bars S 24" @ each led. Tie all bars securly wi ry 2x4 Framed Stud Wall on that will support a Single Sto 42"~ 6" Min. Continuous Concrete Footing w! (1) #4 Overlapping bars shall be 24° min. Corner bars shall be all bars securly with wire ties, (2) min. per splice. Garage Foundati shall consist of a continuous Rebar. 94" @ each led. Tie em Walls for a Single Sto Wide Stem Wall (3" Wide in King County per g bars shall be 24° min. h wire ties, ( Foundation ot _ 24" Tall x 6" #4 continuous Rebar. Overlappin be 24" @ each leg. Tie all bars securly wit Walls that incorporate for Exterior Bearing th hook spaced @ 40° All Continuous Concrete Footings #4 Vertical Rebar wi a Concrete Stem Wall shall have o.c. Mono pours are OK. Provide foundation venting with a net free area of crawl space/1 50 per IR Code R408. Vents provide 73 sq in of flow in each @ i m N N t h Q S r N | Ml . | 7 1/2" LPI-18 Joists @ 19.2" o.c. Install per MFG specs. =e =F 55 Door Buckoutwl Continnous FO a" 1-10 1/2" | | 34 19" ee cee Foundation & Floor Framing Plan Scale 1/4" = ‘ie Please Se€ engineering "" pages for hold-down locations. needs to bé stepped - ting" detall 4 on page D1. if Foundation see "Step Foo ctor to verity vent Foundation Contra to IRC/IBC code. placement is doné To ensure plumbing access for r joists per plan Axtures, layout fl00 and check drain dimensions. _ Gee MFG Rim Joist Floor System " Location Engineering for "Start a O 1 2 O W I S E x p . E x p . F i f e , W W A 4 b 5 8 B 4 0 N e r - J a r e d B a e h m e r R E A L I H I 4 . 1 6 6 3 1 8 D e s i g n c u s t o m e r J o b N u m b e r 0 9 - 3 1 9 6 - 1 2 4 2 i c e n s e E x p e r a t i o n 3 , 1 2 2 . 2 2 6 8 F X - 2 5 3 . 4 2 3 . 2 0 1 C o n t r a c t o r L i W A L i c # 1 3 0 8 A l e x a n d e r A v e . E . P H - 2 5 3 . VAs : ~ DREBREPRSRERSSS Na SRR Cae N VA oy 8§ 38.78 Xe § J VoR Hwmegeas z RY Sara 8 w= _ LA S = 7 Z|. yi SQ ee Sass Fwy wSPRVBVY 5 SS 8 RYPRLSVETLHR OTs y: SERRE ESUR LS TESS o®ye® Ri Soe Sy" y gheg gheeSoish 8 RI Pes Bee esRiee vw £ ERE BHT AILHLS SoS BWHSQYRQVF £34 y8 uss RULLSERE Sy BIERL ATs SY Vee Fe yk XYSsgg A} SHSB_ Sees SYS HR FESS SSCS Ss Sk" thickness. Washington State R-value markers {to for every 300 Sq. ft. Markers shall be affixe and marked with the m Energy Code. be installed at least one facing the attic access. d to the truss oF joist inimum insulation 3/4 T&G Plywood or Equiv Subfloor Glued & Nailed th 7 al yi Top Plate 4x6 Header Crawl Access Per Plan _ ee Align studs with |-Joists N of j-Bolt @ 4'0¢ 2'-6" eee Eee nn aT Sel Tel itl a lin ebar on Ramblers 42"xo" Concrete 16"xe" Concrete Footing with 1 #4 Rebar on 2 Story Houses Scale 1/2"=1' Pony Vall Detail (Rim Joist System) com Vin a ee — MEO TS Double 2x6 Top Plate 2xb Studs @ 16"0¢ R-21 Insulation (Warm Walls only UNO) 4/2" Type X GWB (Warm Walls Only) Where there are two (2) or more sides of garage that are warm walls, entire garage shall be sheetrocked. Only warm walls insulated with R-21 insulation and Sheetrock shall be Tupe X sheetrock on warm walls and ceiling. 2x6 Mud Sill 6"X24" Foundation Wall Up to 48" tall - 1 Horizontal & 1 Vertical rebar @ 48" 0¢ me 42"x6" Footing w/ 2 Horizontal #4 Rebar i : #11 4/16" OSB APA Rated Sheathing position Roofing over 15 \bs. Felt Scale 1/2"=U DLAGS Garagé Section Y e r n G a r r i s o n L y O F W A 6 0 . 3 0 1 . 9 6 4 2 0 2 . 0 1 4 0 . 3 7 4 . 0 5 4 P a r c e l # - sses at 24'0.C. Vented Blocking Water-Resitive Barrier (Tyvek) 4/16" Min OSB with Lap Siding (Shown on detail) or 1/1 6" Smart Panel Siding 5/a" Anchor Bolt & 3"53"x1/4" Bearing Plate Washer FDN to extend a minimum of 6" above final grade. Sheet Description Minimum 18" Frost Depth _ / Foundation Flan Plan Name 1242 Allenmore OL I E L / G O OF = GE E G T - F O A — H A I T A I =, ’) = ib i b o og GL E 9 9 L #9 2 2 HO / nf iy / / (a | / J / (a (a | J P A Y 7 / /, + } S 2 IE E E wa i v e s te , QU ] “S A L W U O H FY E UO YI N G 2G JS n l u Pu e € AS N Au l l ] QU O JO f PA S U I A I $1 SU E / A JO JA S SI L 8 CP E -G b L E - b O pa r i o j u a Fr i a s pa j e u l y x o i d d e a4 @ sj u a w a J n s e a u l JO O } ai e n b s jp ‘u o n o n p o i d je n q i z e ul aB u e y ? of J2 a l q n s iS JO Q U I N N Go r JA u o j s n g aq jj e y s wo y e j o i n Fi r Du al e pu e pa j e l a u a b JA I N A U O ? 2J @ SU O N B L S H Y I /E N I A Z I U C ? If ‘U O H E P Y G O JO 22 1 9 0 U JO L I d JN O Y I I N SB I N J e 2 l PU B ‘S I O J O P 'S { B L J O I E U = Ja u i y a e g pa l e r - au b j s a g ‘S A L U O } } Fu y j e o r s jo uo l s s j u l i a d . ‘s u e l d Jo o y ab u e y s pu e Fy p o u l of JY B L al y sa n l a s a s ‘o u ‘s a l u o p Fa y e a x Jo n p o l d sn o an o l i d u y of Po Y S Bu j n u y u o r JN O Uf Q) S O L O D EE K ES E -X d OG L E TL L ES E - He d ue q m ay y jn o u y m pa I n q u y s y p VL O CO C V I b - # /P 2 I E d S Ry O8 S 9 b WM ‘A l d “F A Y JA P U E X 3 } " GO E L JO pa j e i n d j u e u as i m i a y j o JO ° . . . ‘W a r o b ye y s Ja p i o bu p y i n g al y ia p i o Bu y p y i n g ay ] uj t y i m si e s d d e in g su e d ay y uo UN O Y s Jo u ${ Ju a l u a j a Bu i p y n g N Cc Q pa i d o o ‘p a l a y j e aq jo u fe w Ja g bO “W a l 0. [a O Go 4 V' Gi O bL Eg O Ge ey a le o m g t i n Ay o i a s aq ye y s Ja p l o bu i p y n g Ps Fg , pa y y r a d s ru n e ve y n a y i e d uf ee pe e pl e s rs Of 42 4 8 AL Y ) S ~ UB S SI Du ‘s a u l o e s Fu y e e , as e a j d 'S U O H A O PU B SA Y S I U Y 10 4 ‘D u ‘s a l u o p - s Fu s y j e a x fi g pa j e l a u a b Ja p i o bu i p y n g pa z u o y i n e - a i d e 0] Bu y p s o z z e Bu l p y i n d at f j v S Ae yi n g Fu e Du e (l o tb G 7 | (a (4 b yM ‘D u QS U M I O L fl OA JO N M I S U O P Of JB L Al f ] Sa A i a s a s da p I N G ay , ‘s u e d as a i y uy y n Je a d d e Jo u Fi B i u l UO N O N A S U O ? Of [B A C I A A E 10 } pa i i n b a d Jo u al e . v ‘S S c Qu N Hi o 2 l e f l) 99 6 G b YM pu a s u m n o l y2 i y m sw a y fu o j e ; n B a s - u o u Je y ] po o j s J a p u n ag |/ @ Y S jf ‘S a p o D Bu I p I I N G 9 /E M U A P I S A M /B U O B U I A I U ) PU E /B E 2 O T YI N a2 U E AU C ? ro ) LN ) ! 3 Q) Ni HO d 4D Fi p p z 90 € je pa j e 2 o ] V2 fi p p y GO S bu p s e b a s Fo u a b y fu o j e i n B a x Bu y u l a r o g at ] of uo p e u o j u l ae n b a p e ap i A c i d Of ] pa p u a j u l Bi e SU B J aS A l { { ‘“ U O s O n d / S u o ? & & = ~ fx l a d o i j s yj 40 f UO S L U E D SB u I p I I n g ay y Jo sj u a u i a j a ju e 2 y i u B ) s js o u al y Fy y u a p l Oo ] pa p u a j u s as e pu e ai n j e u ul 2N e U N U B I D E I P 21 2 SU B / 2S P U L yt FS & << ui a n fi g fy u o pa s n aq fe u 0 S i io bs LL a iy b u r i d o > ‘S I O J P B . M U O I - G N S Al f ] Fi g UC H E U I P I O O ? JO ¥2 B | BO ] AN P PO S N E ? SI O M A JO f AG I S U O A S A L 5 Q \ RN } Ja p u n pa j o a j o i d sf Yu m PI A aq JO U |W B Y S JE D I I N G Ay ‘S J B U A J B U UO N O N . A S U O ? JO UO H E Y E I S U ! Al { y Of JO L I d pa y y u a p ! aq js n t u ‘J a ‘y l o m p y u l ‘y i o m a s e ? Y \b LX yu o m pa y s i i q n d u n ue p2 J a p l s u o ? UO S I | . Le HE L ) uf HA A ‘S E D U B I A A E 'S J B L I B J B U I UO H I N S U O ? JO SU O ! S U B L U I P Uf S2 / 2 U B A B I I S I D AU B 'S U O / S S I L U O JO / P U B SI O 'S A Y B I S I L U FS O ? PO A OL x& I Pp _) 29 O§ f al e Pu e sa l u o p f ° pl e m e jo e s u o r an y v a d s a / sa y y 4o jn o f i e y ay y yy m Bu y p a a c o i d of Jo l JA P I I N G Al f YI N FY A S O [ ? FJ B U I P I O O P [J E Y S SI O J P B E B U O C Z G N S CY = fu y j e a x Jo , pa u b l s a p Fy a n i s n j o x e It ‘s u o n p u o ? ay s oO ] Bu y p s o r 2 e su o j s u a l u | p pu e su e j d as a t y FY p P O L U OF JY B L / al y sa r i a s a s Ja D I I N G ay , ‘s q u a u a y n b a s Bu j y p e s b ™ Q ° us e q PA E Y SU B a S O Y L Jo } pa u b s s a p hy a n i s n j o x a ad a m su e j d as a y f pu e ‘s a p o ? bu l p l i n g ‘s i j e @ j a p /e I N Y O N A S ‘S U O I S U A L I I P ‘S Y 2 Z E G I I S [J B FY L I B A |J B Y S JO B A U O D /B 1 Q U I D / JB U N O BU I O f 4 / JU A I D YL Roofing Notes Use Composition Asphalt Shingles per Building Package Specification. i DU T T T T E E W r t i T ti rt ri | (e m TT T = | a ; | | i Roof Venting Requirements Attic Ventilation shall be in accordance to Section R806 of the 2006 IRC Exception applied due to use of continuous Ridge Vent ("Core-Vent") ventilating upper portion. Exception rate of ventilation per s.f. = 1/300, or 1 Maintain a distance of 12" Min. from any Ridge or Valley. Use 2 Layers of Felt on roofs with less than 4/12 roof pitch. Use "Cor-a-Vent" Roof Vent or s.f. of ventilation per 300 s.f of Attic Space. Lower portion of roof is vented equal at entire Ridge Area. Use Aluminuml Gutters or equivilant. with bird blocks installed between every truss. Sa a l | GH TL ] i wT EL E ST N {| x \ \ \ \ \ iN \ , H , 00 0 0 0 . . . SE I N dl —_ = = = | Q- on wh eo . <) s H+ ss Q 2 La w = si c h i g n c e S 4 : eS wy c | c S| | | | % Q | Q | @ eo _| fi i \ q al | — ml mi n iy N SS I ‘| Y Sy <t ‘ NB S i SI s AN NN Ne | > Ny ) UN S ‘x NY E i Fo e Ae Se s BS - Ss SR LS 3 8 NS > Y ty XO X O A Y N i 8 SA A \ a Use "Simpson" H2.5 @ Each End of Every Truss. Place Outlooks over Gable Ends @ 48" 0.¢ CIE UL a7 | | a? Ey [I Yj ae = i Cantd Trusses Bedroom #3 | | Utili "Bird Blocks" \ = Bath oI | = i uJ Use de vault is half pitch size / UNO.) @ 24" 06. e USS, IHS 24x30 Attic Access fr 2 Car Garage E im U Bedroom #2 Jl a Master || Bath Master Bedroom N (oe) | | | | — 2x4 Outlooks @ 48" 0.€. 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INDICATES BEAM CALCULATION. & & KEY NOTES SOLID START RIMBOARD, SEE DETAIL A1 FOR INSTALLATION INFORMATION |-JOIST AND RIMBOARD AT WALLS PARALLEL TO FLOOR JOIST BLOCKING PANEL, SEE DETAIL B3 FOR INSTALLATION INFORMATION | SIMPSON HANGER, SEE DETAIL E2 FOR INSTALLATION INFORMATION ®Q @ ® ™ @ @ Additional Notes 1. ALWAYS READ PRODUCT BROCHURE BEFORE INSTALLATION OF EWP PRODUCTS. 2. REFER TO HOLE CHARTS PRIOR TO DRILLING PRODUCT. 3. THIS DOCUMENT IS INTENDED SOLELY AS A PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE ENGINEER OF RECORD / ARCHITECT / DESIGN PROFESSIONAL AND MUST MEET HIS APPROVAL PRIOR TO INSTALLATION OF OUR PRODUCT. 4. NOTED GLULAM BEAM(S), HAVE BEEN PROVIDED AS A COURTESY TO THE CUSTOMER. BEAM SIZE(S) GIVEN ARE BASED UPON ORIGINAL DESIGN SPECIFICATIONS. LP AND IWP ARE NOT RESPONSIBLE FOR THE ACCURACY OF LISTED GLULAM BEAM(S) 5. THIS DOCUMENT IS NOT TO BE USED AS A REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL PLANS. LP 34'-0" la BEGIN LAYOUT HERE { 1'-6" 1 1'-0" 1 1 -6" " 1 19.2" O.C. Al ‘ Fe ee oes ee Se ee i ee [ ee ee ge ee ee ge en Bn ee Ee ee 7 (| \ | ig gg gg ere yg ge eg eng ey | a / | ‘ ST a] c.g ee ae 7 CO ee ee 7 fy | De ee ee EOE Lad | | | Bn me | | | ae . . EE | | =r Blk ; Lait LTH A | | | | | | SS OO Se ee ee ee | | | | : | | | | | | SSS : SSS SSS : = a | eee | | | | | | | | Label Qty Description Length ———— 3 = Te eee =| 9-172" LPI8 56-0" mie {Hy Hyiny ! Ny | 7 19 9-1/2" LPI 18 34-0" |= ty J2 8 9-1/2" LPI 18 15'-0" | | J3 2 9-1/2" LPI 18 2-0" | | iTy ly yy Connectors | | He | Label Qty Description TF Fstnr Face Fstnr Joist Fstnr : i || ! H1 4 ITS2.56/9.5 4-10d x 1.5" 2-10d x 1.5" 2-teardrop | | I Hy | | Hd | | + | 14! Lyd | | | ; ; ; : | | B3) Lp Blocking at Interior Support A1 | LP Solid Start RimBoard A10R]| Rimboard & LP I-Joist |}! | | Biecidna iis ; as Starter Joist | an watiineel is — Fasten rim board to Bd nails at 6" oc req -Jois -Joi : | | end at support odinng tons Gd Gon rll eae mae tr ser eile, |q! | | | | | | | either butting or lapping per flange ; nailing schdule as deck) 5 EE ee | = oO foe) a| lif! | | ray RS) ee ie ee | 8 (nn | —————————————————— | | vt Same depth imboang | | as |-Joist | | | | | | | | | | | | | | | | | | | | | | | LJOIST | : 8d at 6"o.c. toe- nailed from outside Bearing Wall aligned di | under wall above &, of building. Ww Y, IF al | | I | IF nm | | | a | | ty | | | a | | Wl | ql | | | i —_‘5, fo) N N - + 1 =. | 20'-0" | 44'-Q" SCALE: Not To Scale Yj LLLLLLLLLALLLLLLLLLALLLLALLL LEAL LLL LLL LLL LLL LLL LLL LLL LLL LLL} Z ‘THIS COMPONENT DESIGN IS SPECIFICALLY FOR LOUISIANA PACIFIC ENGINEERED WOOD PRODUCTS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG-LAMLVL_ J Y OR LPI-JOISTS IS STRICTLY PROHIBITED. THIS LAYOUT IS PROVIDED AS A CONVENIENCE TO THE FRAMER ONLY TO SHOW JOIST AND BEAM LOCATIONS AND IS NOT TO Z ZY Z Z BE USED AS THE STRUCTURAL FRAMING PLAN. Z WLLL LLL LLL LLL EEE QQzQZQZQQQQTQQQTlTDTQQTTZZEZEZzxzxzx2202222D2AaARAaAaQaaQQQZQZZZZQQQEz. Hy a ee a RE ee LOLOL LO tL LLL OOCYTE ALLE TET ALL OMA LUT OTLLEL A ALLL LTATTETEDLY, Z OUR LIMITED LIFETIME WARRANTY ALSO APPLIES TO TOP NOTCH FLOORING, WHEN USED IN A FLOORING SYSTEM WITH OUR OTHER SOLID START PRODUCTS. / 3 4 5 6 7 8 9 10 11 12 13 250, 350 SERIES SUB-FLOORING SEE TECHNICAL DATA FOR FURTHER INFORMATION TOP NOTCH” T&G FLOORING 4'x8' x 3/4", 7/8", or 1-1/8" APPROX. SHEETS REQUIRED:39 G1 OSI SF-450 CONSTRUCTION ADHESIVE APPROX. CARTRIDGES REQUIRED:27 COVERAGE: 3/8" BEAD SIZE: APPROX.40 LIN. FT. PER 290z. CARTRIDGE SEE TECHNICAL DATA FOR FURTHER INFORMATION WE RECOMMEND USING LOAD & DEFLECTION CRITERIA FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 12 PSF LIVE LOAD DEFLECTION LIMIT: L/480 TOTAL LOAD DEFLECTION LIMIT: L/360 SQUASH BLOCKS ARE REQUIRED WHERE ANY POST LOAD IS TRANSFERRED DOWN TO AN LP I-JOIST CONTRACTOR/FRAMER TO VERIFY CORROSION PROTECTION FOR HANGERS FROM PRESSURE-TREATED LEDGER/SILL PLATE. REFER TO SIMPSON STRONG-TIE LITERATURE&PRODUCT BULLETIN "T-PTWOOD06"FOR BARRIER OPTIONS. SCALE = 0 4' 8 12' y RE A L I T Y HO M E S 12 4 2 AL L E N M O R E VE R N GA R R I S O N RE S I D E N C E x uw S| Be 28 wo = Ir>oOoct H28se ~-owWwe—arw wmwottea rFSarZzs OaZwos Ziat>On cr » = ; > Gro aZOw Eos omyOos SaQat yo iT oO ad O~2=0 ai irtOo a ae 0 a | (2 OMW EA 4 ——-. fZnrh 2 oF Roose Erm WBS Ze Epo 25040502070 BOS 2 Sot at <<D O BpuwSoOPOa? be awoUtuSsy. Oar <emnitin OW pr LaZWnZ QrO= Sn ZOEt0 Os QERQ Bar D SS 5ct LOG FWD Te Ore OU LOS Leo pws soe sy LOF PSY corr Oa, “air mMOK D> w-okr> OG Hy m0 SW eZur<LS00, > pee LO= ZWlos TOM, CUAL LZ Siccaeeiaay (8 > 2 a 8 |g § e388 g. £ n°) @ [g858n8 o) (—~ won ‘@ loxeges ~a sree pe ree) # YOBS 5 2 (- ~ Et Wa Le <5 Of ran \ (P r o j e c t Na m e an d Ad d r e s s IW P 1 1 0 1 8 12 / 3 1 / 2 0 0 9 No t To Sc a l e Bo b Br o w n - . {8 tk a ra} « |e 2 lo |2 = 2 aD eS > Oo fe |8 |& fa a pb jn jo fx sheet I Ss 2 Th i s dr a w i n g ma y no t be co p i e d wi t h o u t pr i o r wr i t t e n pe r m i s s i o n : yi | S ENG INE an MING IS EC mm. SHEARWALL / ANCHOR SCHEDULE ob I | | Ls | PS 2 = p 5 ; rs — Si —_ 2X BOTTOM z rt Os C | | STUD AND PLATE SILL PLATE ATTACHMENT ui |. 1B r ‘OD — APA RATED BLocking | R!MJOIST OR | ATTACHMENT ao @ SOR Ss a, 4 — SHEATHING (4) acres SIZE@ 5 ECON CAPACITY (PLF > = 2 18 3 rO RT T O LUN S = NX LD WW FAN = Z 3 Oo 2 ABS 42) (4) (14) (18) enges (4) (5) | ALOINING | 19 top PLATE BEISMIC WIND & = ,8nn * / =) —* (24) ov EDGES ANCHOR BOLT SILL PLATE B 6 W Fs = i) 8 (3)(6)(16) (7) (8) NAILINGTS |Toconcrere| MASAPAZ SIZE @ > Ww a3 WOOD BELOW ANCHOR = Sax N 3) BELOW (10) OPTION. | FOUNDATION c i orc (42) (17) (20) (19) SGsmeks A \ esse | 84@6" 0. 2x 416d @ 4" 0.¢. | 16d @ 6" 0.C. 5/8"@ 48"0.C] 48" 0.C. 2x 240/335 ° f esseN Jas, Uae eee 8d @ 4" 0.C. 2x _ 46d @ 4" 0.0. 6/8"@32"0.C] 32"0.¢. 2x 350/440 O /\ 7/16" OSB . LTP4 @12" | (2) ROWS 16d 5/8" @ 12" O.C. 12" 0.C. 2X c i 2 /ae\, ONE sIDE | 8¢©3"0.C. 3x Os. @6"0C, 5/8" @24" 0.0] 24° 0.. 3x EO PTSG 4 D1 /\ 7/16" OSB au = 4 (2) ROWS 16d | 5/8" @ 8" 0.C. 8" 0.C. 2X x x * DL ju, ONE sipe. | 89 @2"O-C. 3x LTPA@B"O.C.'S nog. Be O16 OC 16" O.. Sy 560/820 J 7/16" OR 1 r | hy 5/8"GWB ONE; 8d @ 7" a.c. 2x 16d @ 4" a.c. | 16d @8"0.c. |5/8" @ GO" o.c, 60" o.¢. 2x 75/145 — eS SIDE lice q i t 1 /\ 7/16" OSB | g4@3"0.C 3x LTP4 @ 6" 0.C Peieerd b/8"@12"0.C} 12"0.c 3x 900, L- q C. F Cc. : C. /1460 oS tH 2 t I Ui I je, BOTH SIDES Se. eo) <= es iS E= . Doan ot SHE ARWALLS MARKED WITH AN ASTERISK (+) MAY BE SHEATHED WITH 1%" 000g ME = SMART PANEL 4 NO8onG ae SHEARWALL NOTES: ec O s Bedroom Bedroom (1) INSTALL PANELS HORIZONTALLY OR VERTICALLY - DO NOT BREAK AT RIM UNLESS STRUCTURAL RIM JOIST. Qo = oO Sis(ein| Seto a eo HS Nook (2) WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2X FRAMING SHALL BE | STAGGERED SO JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. @ ——— (1 (3) BLOCKING IS REQUIRED AT ALL PANEL EDGES. iJ (4) PROVIDE SHEARWALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE Cc \dLy PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE BUILDING, CORRIDORS, WINDOWS, OR - DOORWAYS OR AS DESIGNATED ON THE PLANS. SEE PLANS FOR HOLDOWN REQUIREMENTS. * (5) SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. (op) (6) INTERMEDIATE FRAMING TO BE WITH 2X MINIMUM MEMBERS. FIELD NAILING IS 12" 0.C. UNLESS NOTED Cc . OTHERWISE. ¥ . s0 (7) BASED ON 0.134" x 1-1/2" LONG NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131" x ‘) | — 2-4/2" LONG NAILS WHEN NAILING THROUGH SHEATHING. USE A35 OR RBC CLIPS IN LIEU OF LTP’S FOR ROOF TT | | -_ BLOCKING TO TOP PLATE. | ©) (8) 16d @ 4" 0.C. TYP. UNLESS NOTED OTHERWISE | “ye (9) WHERE PLATE ATTACHMENTS SPECIFY (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM OR EQUAL. ATTACH PER Shear wall nailing and holdowns are DETAILS Master | to be inspected and approved prior (40) ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS %" x3" x 3", EMBED ANCHORS A MINIMUM OF B&th to cover. 7" INTO THE CONCRETE. (11) PRESSURE TREATED MATERIALS CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED ——= ae GALVANIZED (ELECTRO PLATING NOT PERMITTED) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL a CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. = —- (12) WHEN USING 3X PLATES FRAMING SHALL BE NAILED USING 4" X .148" 20d BOX NAILS. so Kitch I © (13) 154" PLYWOOD SHEATHING MAY BE USED IN PLACE OF THE 74" OSB SHEATHING PROVIDED THAT ALL STUD o «(og eren | SPACING IS 16" 0.C. MAX. 7) 2a sus (44) WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING (G) CONTACT THE ENGINEER OF RECORD SE Wo fetseng L, | FOR ALTERNATE NAILING REQUIREMENTS. eg z ees2358 } Bath = (15) AT ADJOINING PANEL EDGES, (2) 2X STUDS NAILED TOGETHER MAY BE USED TOGETHER IN PLACE OF A SINGLE 3X oF 6 E 3 Qe gos g STUD. DOUBLE 2X STUDS MAY BE CONNECTED TOGETHER BY NAILING WITH 3" LONG NAILS SPACED CONSISTENTLY bos W § aoe oe Master WITH PLATE NAILING. SER pe 2555S GREY (146) CONTACT THE ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST IN PLACE S22 O Sewsstags Bedroom ANCHOR BOLTS. (INSPECTION MAY BE REQUIRED) 3 3 e 2 2 i 5 Peusges (17) DOUBLE 2X PLATES MAY BE USED IN LIEU OF A SINGLE 3X PLATE PROVIDED HOT DIPPED (2) 8d NAILING @ 6" ON = 83 O 336 ae 2 zs Ce ) ——= i CENTER IS STAGGERED BETWEEN THE TWO PLATES. TOP MUD SILL MAY BE HEM-FIR. aeu Q €55 2 S295 9 | _ | | P (18) WHERE NOTED 2X SILL PLATES MAY BE USED FOR SW3, SW4, AND SW6 WALLS INSTEAD OF 3X. SHEAR LOAD TO L | ee THE CONTINUOUS MUD SILL IS LESS THAN 350 PLF. SHEARLOAD TO THE WALLS IS GREATER THAN TO THE MUD SILL. a* r [eS ee (19) TWO MAG MAY BE USED EQUAL SPACED TO REPLACE 5/8" ANCHOR BOLTS OL) | (20) USE 5/8" GWB FOR SW5 WHERE SPECIFIED BY DESIGNER. i (10> (21)SHEARWALL DESIGNATED WITH AN ASTERISK (*) MAY BE SHEATHED WITH 7/16 SMART PANEL OR 5/16 HARDIE oS) PANEL Zz NY, G ¢ HOLD DOWN SCHEDULE Q = LS Z4~N J/~— Utility ”) 7) fa) SIMPSON PRODUCT MODEL FASTENERS ul nt NUMBER (14,2,3) ANCHOR BOLTS => laa | am | C CAPACITY# NAILS SCREWS Oo — > ° TF ase Lu \! . reat ADU? .2015# N/A (6)SDS %"x 254" TO (2) STUDS! 5, aTR W/8" EPOXY EMBED = \isio |a> Room THSDS YN BF a InN | (am Fie as ae ln BY PS a i a HDUS - 4065# N/A (24}SDS 74% 272°T0 (2) | 94" ATR W/8" EPOXY EMBED = si—= 1 A \ HM = HDUS - HF MEMBER 5655# N/A (20)SDs %"x 2%" TO (3) SSTB28 OR SB 7/8"x24 Z| — zm 7 o be ee Sere i3 \ HDUS8 - DF MEMBER 7870# S1uos SUN. UNO Lid in < x mR = _——$$ : (36}SDS %"x 244" TO 6X6 dl & \ VOL Lo / HDU14 - 10745# N/A i PER PLAN Oly aie |& \ STHD8/STHD8RI - 2210# (2) STUDS W/ (24) 16d N/A N/A (7 STHD414/STHD14RJ - 5025# | (2) STUDS W/ (38) 16d N/A N/A a > 7 i : — Lud [aad \d1/ 18" END LENGTH + CLEAR p * SPAN - CS14 - 2490# {OO} 168 N/A N/A 2 ac 9 2) STUDS W/ (38) 16d WN Lil ‘ MSTC48B3 (2) / (38) = ob + |G HOLD DOWN NOTES: Vv) BP adli5 |4G (4) INSTALL ALL SHEAR ANCHORS PER MANUFACTURER INSTRUCTIONS S Zz rs 0 1° (2) ALL METAL CONNECTORS COMING IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE rH = on| 00 = wi L ' SIMPSON "Z-MAX", TRIPLE ZINC COATED, OR HOT DIPPED GALVANIZED FOR CORROSION PROTECTION. ce a ] = J (3) SUBSTITUTION WITH NON-SIMPSON ANCHORS WITH ENGINEER'S APPROVAL. 2 Car T * STHD14RJ INSTALLATION AT RIM JOIST LOCATIONS ONLY (RJ=RIM JOIST) red LO e ** HDU2 MAY BE USED IN PLACE OF STHD8/STHD8RJ Ha Lu Garage rT) g STHDI4RJ STHDI4RJ 9 +** HDU8 MAY BE USED IN PLACE OF STHD14/STHD14RJ ra) = =| 3. 5 38 ZIG ee [a ad r 1 LEGEND 25 |g aA | | —_| O — 6) | # POINT LOAD KEY =38 | | [FOR ENGINEER USE ONLY J MEMBER Ri ool N QO. | [TOTAL RS PEAS ao 3000 | l | __ | | \ Lu Lu | | BEAM DESIGNATOR bu — | | FOR PLAN REVIEW USE ONLY /— <x < | (R| Ag (2 | | \ wlio |Z | Yn) 7 | . tid 1H ee BEAM SIZE/TYPE! Ww) 7% = q y = = a_i) cr > 4°58" DFA Ti 4 3-1/8"x6" GLB ae | ~ . 3-1/2"x9-1/2" PSL STHDI4 | STHDI4 STHDI4 | STHDI4 SHEARWALL DESIGNATOR = | 5 5 SEE SHEARWALL SCHEDULE . mcd | rr lou <a Or OL xe w" — HOLDDOUN/STRAP ro S fa OLDDOUN/STR z DESIGNATOR STD Cold = a SEE HOLDOUN/STRAP SCHEDULE! ui i Ww STHDERU lu oe z <x — ou DETAIL CALL-OuT S — u| 1 SEE "D" SHEETS FOR (1 z Cc) = MAIN FLOOR LATERAL ENGINEERING re EE a z a \dt/ THIS DOCUMENT HAS BEEN SIGNED ELECTRONICALLY IN ACCORDANCE WITH DO NOT SCALE(1/4"=1') PosT CALLOUTS| DS: POE ue WAC 186-23-O10 AND CHAPTER 1934 RCUL SHEATH ALL EXTERIOR WALLS AS /eui\ UNLESS NOTED OTHERWISE. aaa UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT | TO DET T TH Is A : MW dx4 POST | BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE _ mm Ee POST WILL INVALIDATE THE DOCUMENT, MY ADJUST CRAWL SPACE VENTS TO BE 12" MINIMUM AWAY FROM HOLDOUNS CERTIFICATION AND SIGNATURE. 1 2 1 t oa LATERAL ENGINEERING ONLY ow GRAVITY LOAD ENGINEERING eS (BEAMS, FOUNDATION, ETC.) BY OTHERS my, LES \\ | \sy i Se 11 \s SI | COPYRIGHT ©2009 HODGE ENGINEERING, INC. DO NOT ACCEPT FOR PERMIT UNLESS AN ORIGINAL RED SEAL \e (1) FOR SHEAR MIN. 3"xiI}" NET (il) FOR A PANEL SLICE (IF NEEDED). -— 2 11 a NOT USED NOT USED P.T. POSTS IF LESS THAN 38" FROM SOIL D4 TALL POST CONNECTION: GUSSET ONE SIDE ONLY WIDTH OF POST W/ (510d GUSSET BOTH SIDES W/O) lOd NAILS. 45 DEGREE 2x4 LATERAL BRACE W4)1éd (4) GUSSET @ GIRDER SPLICE. FULL DEPTH GUSSET EACH SIDE (100d. MIN 4x6 POST /4"T&G@ SUBFLOOR 8d NAIL AND GLUE TO JOISTS. 6" O.C. @ PANEL EDGES |2" OC. FIELD NAILING BLOCK ALL BEARING (6) SIMPSON AB POST BASE DO NOT CUT INTO 45 DEGREE SHEAR CONE OF UNDISTURBED SOIL 30* FELT EA. COURSE W6" OSB SHEATHING UNO. MANUFACTURED TRUSSES (OR 2X RAFTERS ¢ CLG. JTS.) BLOWN-IN INSUL (PER ARCH) 1/2" GUB CEILING 7 \G.. GUTTER ON 5/4x8 FASCIA (PER PLAN) SIDING (PER ARCH) I5* BLDG PAPER (OR TYVEK) 1/16" SHEATHING (PER PLAN) 2x6 HF #2 STUDS @ |6"O.C. BATT INSUL (PER ARCH) 1/2" GUB WALLS OSB SHEATHING W/ LONG DIMENSION PARALLEL TO STUDS 8d NAILS @ G'OC. AT EDGES AND 8d NAILS @ 2" OC. IN FIELD UNO. ON EXTENT OF HEADER 7 DOUBLE PORTAL FRAME (TWO BRACED PANELS) pe PER PLAN MAY BE PANEL EDGES SHALL BE RGER BLOCKED, AND OCCUR WITHIN 24" @) SNGLE PORTAL FRAME (ONE BRACED PANEL) —-—- + ml (2) FASTEN SHEATHING TO HEADER OF PD HEIGH LONE Rowor Tier (1) STAGGER SHEATHING | @ W/ Bd COMMON OR GALVANIZED S eoofeee, how ciecc nal /8" GAP REQUIRED dd) SMARTSIDE PANEL SIDING ae qe ae ke ee ee SS SS Sas SS —Ol ESSE. Crm Gare Se aa ol oy aa aan lr = BOX NAILS IN 3" GRID PATTERN | REQU RED. FF 2x4 BLOCKING i) BETWEEN SHEETS oO | oe ee eee a a fo je saseak meal AS CHOIR AND 3" cre, KAI L USED, THE 2x4'6 MUST BE NAILED Tee a: | eu es f 7 ; . FRAMING (STUDS, BLOCKING, TOGETHER WITH (3) lod SINKERS. 8d NAILS @ 6" OC. AT @) 2x BLOCKING (MAY BE i | e'-18 ! I AND SILLS) TYP. (2) HEADER EXTENDED OVER Seine Genie FLAT) as ! H H SHE ARWALL : z : OY) Na ay . @ Veo ee EXTEND WALL SHEATHING (2) FLASHING y= a _ _ a TO TOP OF DOUBLE TOP 4 ; NAILS AT 3" OC. TYP. rae PBs ears 2 L8TA24 OPPOSITE SHEATHING (4) 3/8" MIN. GAP z © 7 4) (4) SIMPSON HI (UNO) rm wy (65) eo emeee ee NS oN ue HURRICANE TIE TYPICAL @ 1 ©—- RUC 24" FOR EACH TRUSS/RAFTER TO 6) ALIGNMENT BEAD i + @D | 6) ©) cl 1 tt 6 FIRST OF TWO STORY STRUCTURES TOP PLATE INTERSECTION 1 ft @ vs" Gar | ! (G) MIN. (2) 2x4 - ALL DF STUDS OR (226 MS TSCES. 0 94) OF WW | \ PLAN ROOF SHEATHING C1) DOUBLE ROW OF NAILS (8) Q-} a (@-- D ‘We 06 SHEATHING MIN NAIL W/ 8d @ 6" OC. FOR (PER PLAN) — | ? \- STHDI4 OR HDUB WSBRO FANEL EDGES AND 12 OF y YY 1 YW LLY: Le J a (9) STHDS SINGLE PORTAL FRAME : 7 : | (© 8" ANCHOR BOLT W/ MIN > & — 3"x3"x229" PLATE WASHER HORIZONTAL BELTLINE JOINT SMARTSIDE PANEL NAILING ! SECTION A-A __--- 4 SIDE ELEVATION 44. FIG R60210.62 / IBC FIG 2308332 — 4 ay SMARTSIDE INSTALLATION D1 PORTAL FRAME Di TYPICAL ROOF SHEATHING LOL) / 8 (1) 4x4 POST UNO. (3) 4'-8' POST CONNECTION: 6 ? (1) CUT TOP PLATE OR DROP BEAM DO NOT CUT BEAM (2) DOUBLE TOP PLATE Q) SIMPSON STI2 STRAP TIE W/(14) lOd OR DROP BEAM W/ CONTINUOS TOP PLATE (4) (6) led NAILS (5) (2) led NAILS @ 16" OC. (6) BEAM PER PLAN @) 2X CRIPPLES (8) PLYWOOD FILLER (AS REQUIRED) (9) HEADER PER PLAN (2 (2) ted NAILS @ DOUBLE 2 CRIPPLE STUDS MIN. FOR >6' OPENING UNO SHEAR WALL SCHEDULE (2 \ov) D (5) STRUCTURAL 2x RIM OR 1-3/4" LVL FLOOR FINISH 3/4" TéG SUB FLOOR W/lOd NAILS MUD SILL TO STUD WALL (2) led THRU NAIL TYP (3) lod THRU NAIL FOR SWS & oW4 SHEAR WALLS (8) 2xe PT MUD SILL WITH ANCHOR BOLTS PER SHEAR WALL TABLE (MIN OF 2 PER PLATE W/IN 12" OF ANY CORNER) MIN 5" FROM EDGE (S)cRAUL SPACE (OjeLas ON GRADE OPTION (6 INTERIOR SHEAR WALL TO PERPENDICULAR TRUSS INTERIOR SHEAR WALL TO PARALLEL TRUSS | (1) SIMPSON HTC EACH TRUSS (2) A35 @ 16" OC. 3) (3) lod NAILS (4) 2X4 FLAT @ 16" OC. (3 \oL/ TYPICAL POST TO FLOOR GIRDER CONNECTION TYPICAL WALL SECTION AND SHEARWALL NAILING Roy, TRUSS TO SHEAR WALL CONNECTION \oL? NOT USED Be a ee ESS Oe he eee 6) INSIDE OUTSIDE CORNER TABLE R10235 FIGRGO2105 bd OUTSIDE CORNER DETAIL dd) GYPSUM WALL BOARD INSTALLED W/5d COOLER NAILS @ 8" OC. OR TYPE S/W SCREWS @ 16" OC. (2) lod NAIL @ [2" OC. (UNO.) (3) Bd NAIL @ 2"0C. ON ALL FRAMING MEMEBERS NOT AT PANEL EDGES (UNO) (4) ORIENTATION OF CORNER STUD MAY VARY (5) 8d NAIL 9 6" OC. ALL FRAMING MEMBERS AT PANEL EDGES ¢ [2" OC. ON ALLFRAMING MEMBERS NOT AT PANEL EDGES (G) 8d NAIL @ 6" OC. (ALL PANEL EDGESXUNO) (9 irc M3012 PLAN VIEW (1) WATER HEATER 2) WATER HEATER SEISMIC STRAPS LOCATED 1/3 AWAY FROM TANK CAP AND BASE. 3) LAG BOLT PER SEISMIC STRAP MFR ANCHOR INTO 2X STUD 4 PLACES (4) DRYWALL PER PLAN (5) 2x STUDWALL (G) VENT FLUTE C1) ANCHOR BASE TO WALL ee rer, FROM IRC REO2]13 al | ie 4[- ©) ® : q oe ye" MN C1) WALL FRAMING (2) MST6O OR (2) C514 BETWEEN PONY WALL4 WALL ABOVE WHEN FOUNDATION HOLD DOWN SPECIFIED 3) WHERE FOOTING SECTION "A" 1S MORE THAN 8! PROVIDE 4' CSI6 EACH SIDE OF SPLICE W/8-léd COMMON NAILS (4) SPLICE LINE (5) (2) 2x PLATE (6) HOLD DOUN PER PLAN @ PONY WALL SHEATHING ¢ SHEAR NAILING TO MATCH WALL ABOVE 6' MAX 14" MIN PONY WALL (3) PONY WALL>6' REQ ENGINEERING FOR ADDITIONAL STORY HDU HOLD DOUN OPT IN LIEU OF STRAPS 4 INSIDE/OUTSIDE CORNER (TYP) WATER HEATER STRAPPING STEP FOOTING ¢ PONT WALL FRAMING Oy, iS 2 * Kg) £ 2 BFR 8 z ml € ui. 9 Tr a: won ce gt 298 8 BEN SLRS rCAuWU SON eger ecg SRERESS in c . oO - ee == gtectes Se 4 Ssageee FE @ seeeses 8 & os 5 mMoSs 25, QO e€28555° 28 MW S®-ZoE2, SES me eee e soe he 542 O g2Ppeesags S30 2 Seer seses =o fo) Ssegseaz23 ofFsc >owmea QlM®ase aqou OC d@sse2s8se Lil S nT) <x a S o Bg Li ere EE 2 wz ab =10 in> =£ 22 #66 Z| 2% o 78 Sie |3se S| wi a Ole [alo |< NY ~ lu a laa (eo) 2 i Li. or OF "| = =— < Siu |xala |zo GS2za/Q9iO Be HH O1,|Z ti 00 WY) i silo |S ” owa ARN|S ma |\Qa Fag Ce) ) Lad] (aa) Q = — o) > oe ZA zZi= [5 aie || O) 39 |o 28 Fe an ia Lis Lu pa <x alQ iz YO) 7 [@) aqid OPS Wi} WN jw cd |x ho] Lu Lu r Ww >] [o) Zz i a o lu Hr @~ Zz a S ui) © lu a|" THIS DOCUMENT HAS BEEN SIGNED ELECTRONICALLY IN ACCORDANCE WITH WAC 196-23-O10 AND CHAPTER 1934 RCW. UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, MY CERTIFICATION AND SIGNATURE. COPYRIGHT ©2009 HODGE ENGINEERING, INC. DO NOT ACCEPT FOR PERMIT UNLESS AN ORIGINAL RED SEAL 1. GENERAL STRUCTURAL NOTES ALL LATERAL LOAD RESISTING AND GRAVITY LOAD RESISTING (IF SPECIFIED) STRUCTURAL MEMBERS ARE SHOWN ON THE ENGINEERING SHEETS AND DETAIL PAGES. THE ENCLOSED ENGINEERING CALCULATIONS DOCUMENT THE ANALYSIS USED TO DETERMINE THE STRUCTURAL MEMBERS OF THE ENGINEERING SHEETS. THE ENGINEERING CALCULATIONS ARE NOT REQUIRED TO BE REFERENCED FOR CONSTRUCTION, AND ARE NOT REQUIRED BY ENGINEERING TO BE ONSITE. THIS ENGINEERING HAS BEEN CALCULATED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL (WIND & SEISMIC) FORCES AFTER THE COMPLETION OF ALL STRUCTURAL ELEMENTS. IT IS THE RESPONSIBILTY OF THE GENERAL CONTRACTOR TO TO ENSURE STRUCTURAL STABILITY DURING CONSTRUCTION INCLUDING JOB SITE SAFETY; ERECTION METHODS; TEMPORARY SHORING, FORMWORK, AND BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. ANY DISCREPENCIES FOUND AMONG THE DRAWINGS, ENGINEERING, AND/OR THE SITE CONDITIONS MUST BE REPORTED TO THE ARCHITECT AND ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS NOT PROVIDED. THIS ENGINEERING IS NOT INTENDED IN ANY WAY TO REVIEW OR APPROVE THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2006 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. THIS ENGINEERING IS TO THE 2006 INTERNATIONAL BUILDING CODE (iBC) 2. DESIGN CRITERIA VERTICAL LOADS iBC TABLE 1607.4 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS USE LIVE LOAD ATTICS WITH STORAGE (UNINHABITABLE) 20 PSF ATTICS WITHOUT STORAGE (UNINHABITABLE) 10 PSF DECKS 40 PSF EXTERIOR BALCONIES 60 PSF FIRE ESCAPES 40 PSF GUARD RAILS AND HAND RAILS 200 PSF GUARD RAIL INFILL COMPONENTS 50 PSF PASSENGER VEHICLE GARAGES 40 PSF ROOMS OTHER THAN SLEEPING ROOMS 40 PSF SLEEPING ROOMS 30 PSF STAIRS 40 PSF LATERAL FORCES WIND: IBC "METHOD 1-SIMPLIFIED PROCEDURE" PER ASCE 7-05. SEISMIC: SEISMIC IMPORTANCE FACTOR, Ie = 1.00 BUILDING OCCUPANCY CATEGORY PER ASCE 7-05 TAC. 1-1 = If SITE CLASS PER TABLE 1613.5.2 = D SEISMIC DESIGN CATEGORY = D ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE ANALYSIS RESPONSE MODIFICATION FACTOR PER TABLE 1617.6.2 R=6.5 3. SOIL SOIL BEARING PRESSURE: 1500 PSF (ASSUMED)* ACTIVE PRESSURE - UNRESTRAINED: 35 PCF (ASSUMED) PASSIVE RESISTANCE: 200 PCF (ASSUMED) COEFFICIENT OF FRICTION: .35 (ASSUMED) *1/3 INCREASE ALLOWED FOR SEISMIC OR WIND LOADING ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED STRUCTURAL FILL FOLLOWING SPECIFICATONS NOTED BELOW. AREAS OVER-EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE (F'c=2000 PS!) OR COMPACTED STRUCTURAL BACKFILL. "STRUCTURAL BACKFILL" SHALL BE FILLED WITH APPROVED WELL-GRADED MATERIAL. MAXIMUM SIZE OF ROCK 4”. ORGANIC MATERIAL AND DELETERIOUS MATTER NOT ALLOWED. COMPACT TO AT LEAST 95% OF IT'S MAXIMUM DESITY AS DETERMINED BY ASTM D-1557. WHERE REQUIRED BY THE BUILDING OFFICIAL, THE CLASSIFICATION AND INVESTIGATION OF THE SOIL SHALL BE MADE BY A REGISTERED DESIGN PROFESSIONAL (1802.1). UNLESS A SOILS INVESTIGATION IS PROVIDED FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. ORGANIC SILT, ORGANIC CLAYS, PEAT OR UNPREPARED FILL SHALL NOT BE ASSUMED TO HAVE A BEARING CAPACITY (1804.2) THIS ENGINEERING IS BASED ON SITE CLASS D SOILS IN ACCORDANCE WITH TABLE 1613.5.2 SITE GRADING: THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN 5 PERCENT FOR A MINIMUM OF 10 FEET (1803.3) EXPANSIVE SOILS SHALL BE REMOVED. FREE DRAINING BACKFILL MATERIAL FOR RETAINING AND BASEMENT WALLS CLEAN, FREE DRAINING, WELL GRADED SAND OR GRAVEL MATERIAL WHOSE MAXIMUM PARTICLE SIZE DOES NOT EXCEED 3/4" AND WHOSE FINES CONTENT (MATERIAL PASSING THE NO. 200 SEIVE) DOES %PASSING U.S. NO, 200 SIEVE % PASSING U.S. NO. 400 SEIVE NOT EXCEED 5%, WITH A MAXIMUM DUST RATIO = 2/3 MAX. 4. CONCRETE CONCRETE WALLS EXCEEDING 8' IN HEIGHT MUST BE DESIGNED AND STAMPED BY A LICENSED PROFESSIONAL ENGINEER. IF CONCRETE WALLS OVER 8' HAVE BEEN DESIGNED FOR THIS PROJECT THEY WILL BE SPECIFIED ON THE PLAN AND SHOWN IN THE DETAILS. WOOD SHALL NOT BE USED TO SUPPORT MASONRY OR CONCRETE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE S-SHEETS (IBC 2304.12). ALL BASEMENT WALLS BELOW FINISHED GRADE SHALL BE WATER PROOFED OUTSIDE BY APPROVED METHODS AND MATERIALS. CONCRETE: SHALL BE MADE WITH PORTLAND CEMENT ASTM C-150 TYPE I! OR TYPE | AND SHALL BE READY MIXED PER ASTM C-94. SPECIAL INSPECTION NOT REQUIRED FOR 3000 PSI CONCRETE. MIX DESIGNS: THE CONTRACTOR SHALL DESIGN CONCRETE MIXES THAT MEET OR EXCEED THE REQUIREMENTS OF THE CONCRETE MIX TABLE FOR THE BEARING STRENGTH SPECIFIED. THE MIX DESIGNS SHALL FACILITATE ANTICIPATED PLACEMENT METHODS, WEATHER, REBAR CONGESTION, AND ALL OTHER FACTORS REQUIRED TO PROVIDE A STRUCTURALLY SOUND AND ACCEPTABLE FINISHED PRODUCT. WATER REDUCING ADMIXTURES MAY BE USED TO MEET THESE REQUIREMENTS. MAXIMUM SLUMP SHALL BE 5". ADMIXTURES: ADMIXTURES SHALL BE BY MASTER BUILDERS, W.R. GRACE, OR PRE-APPROVED EQUAL. ALL MANUFATCTURERS RECOMMENDATIONS SHALL BE FOLLOWED. WATER: SHALL BE CLEAN AND POTABLE MAX MIN. MAX. W/C MIN. (2) CEMENTITOUS InEM DESIGN retr st RATIO _| FLYASH (PCY) SZEANY E | NOTES | (4) MATERIAL (SACKS/YARD) FOUNDATIONS | 2500 @ 28 DAYS 0.45 _ 3/4 - 5 STEMWALLS | 3000 @ 28 DAYS 0.45 100 3/4 5 SLAB ON GRADE | 3000 @ 28 DAYS 0.45 100 3/4 5 CONRETE FRAME | 2500 @ 28 DAYS 0.45 100 3/4 5 PROVIDE 3000 PSi @ 28 DAYS MINIMUM FOR DURABILITY AT BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND FOR ALL GARAGE FLOOR SLABS. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL BE NO LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 40 FOR #4 BAR AND SMALLER AND GRADE 60 FOR #5 AND LARGER. PLACE PER ACI 315 AND ACI 318. LAP SPLICES SHALL BE 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS AT ALL HORIZONTAL BARS IN FOOTING AND WALLS(1907). WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-82 AND A-185. LAP ONE FULL MESH ON SIDES AND ENDS. PLACE AT MID-DEPTH OF SLAB, OR AS SHOWN. CONCRETE COVER OVER REINFORCEMENT CONCRETE CAST AGAINST EARTH = 3" EXPOSED TO WEATHER OR EARTH = 2" WALLS AND SLABS NOT EXPOSED TO WEATHER = 3/4" STEEL ITEMS MACHINE BOLTS (M.B.): ASTM A-307, GRADE A ANCHOR BOLTS (A.B.): ASTM F1554, GRADE 36, CLASS 2A 5. CARPENTRY NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING PROPERTIES: PENNYWEIGHT DIAMETER (IN.) LENGTH (IN.) 8d 0.134 2-4/2 10d 0.148 3 16d 0.162 3-4/2 20d 0.192 4 FASTENER TYPE DIAMETER (IN.)| LENGTH (IN.) EQUIVALENT SPACING (IN.) 8d COMMON WIRE 0.134 2-4/2 6 4 3 8d "DIPPED GALV.BOX” 0.134 2-4/2 6 4 3 8d "SHINY BOX" 0.113 2-1/2 4-1/2 3 2-4/2 12 GA. STAPLES 0.1055 1-7/8* 6 5-1/2 4 14 GA. STAPLES 0.080 1-1/2* 6 4 3 15 GA. STAPLES 0.072 1-1/2* 5 3 2-4/2 10d COMMON WIRE 0.148 3 6 4 3 410d "HOT GIFEED GALV. daa 3 ‘ 4 4 10d"SHINYBOX" | 0.131 3 4-1/2 3 2-1/4 WOOD SHEATHING (STRUCTURAL): SHEATHING SHALL BE PLYWOOD (CDX) OR ORIENTED STRAND BOARD (OSB). PLYWOOD SHEATHING SHALL BE 5-PLY MINIMUM WHERE INDICATED AS 3/4" OR THICKER. WOOD SHEATHING SHALL BE "RATED SHEATHING" CONFORMING TO PS1-95 AND/OR PS2-92. ALL PANELS SHALL BEAR THE STAMP OF AN APPROVED GRADING AGENCY. SPAN RATING SHALL BE PROVIDED AS FOLLOWS: ROOF (32/16); WALLS (32/16); FLOORS (20" 0.C.) ALL WOOD SHEATHED WALLS SHALL BE BLOCKED AT ALL PANEL EDGES UNLESS NOTED OTHERWISE. GLUE-LAMINATED MEMBERS: PER ANSI/AITC A190.1. MEMBERS SHALL BE COMBINATION 24F-V4 DOUGLAS FIR FOR SIMPLE SPANS AND 24F-V8 DOUGLAS FIR FOR CANTILEVERED SPANS AND TRUSS CHORDS (FB=2400 PSI, FV=240 PSI, E=1.8X10“*6 PSI) AND DOUGLAS FIR COMBINATION 2 FOR COLUMNS AND TRUSS WEB MEMBERS, ALL WITH EXTERIOR GLUE. ALL MEMBERS TO HAVE AITC OR APA-EWS STAMP. FRAMING LUMBER: EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BE THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES. SPECIES AND GRADE (BASE DESIGN VALUE) i. HEADERS ARE TO BE 4x8 UNLESS NOTED OTHERWISE 2. 2XTO 4X JOISTS, PURLINS AND HEADERS. "DOUG FIR-LARCH" NO. 2 (Fb=900 PSI, Fv=180 PSI) OR "HEM-FIR" NO. 1 (Fb=975 PSI, Fv=150 PSI) 6X POSTS AND COLUMNS. "DOUG FIR-LARCH" NO. 1 (Fc=1000 PSI) EXTERIOR STUDS, INTERIOR BEARING WALLS "HEM-FIR" NO. 2 INTERIOR NON-BEARING STUD WALLS. "HEM-FIR" NO. 2 STUD GRADE 2X & 3X T&G DECKING: "DOUG FIR-LARCH" COMMERCIAL (Fb=1650 PSI, E=1700 KSI) Oo p Ww COLUMNS: ALL COLUMNS NOT SPECIFIED OR OTHERWISE NOTED ON THE PLAN ARE TO BE TWO STUDS. MULTIPLE STUDS ARE TO BE SPIKE LAMINATED TOGETHER WITH (2) 16d NAILING AT 6".ON CENTER STAGGERED. ALL COLUMNS SUPPORTING GIRDER TRUSSES OR GLUE LAMINATED BEAMS ARE TO BE THREE STUDS. ALL BEARING WALLS OVER 10' SHALL BE LATERALLY BRACED AT 4' 0.C. CONTRACTOR SHALL VERIFY ALL POINT LOADS ARE SUPPORTED TO THE FOUNDATION. FLOORING AND ROOFING: PLYWOOD SUBFLOORING SHALL BE 3" T&G CDX GLUED AND NAILED. NAILING SHALL BE 10d @ 6" 0.C. ALONG PANEL EDGES, AND 12" 0.C. IN FIELD. STAGGER END LAPS. ROOF SHEATHING SHALL BE 5" CDX OR 34" OSB NAILED WITH 8d@6" 0.C. ALONG PANEL EDGES AND 12" 0.C. IN THE FIELD. STAGGER END LAPS. FRAMING LUMBER (MANUFACTURED): SHALL BE MANUFACTURED BY THE FOLLOWING MANUFACTURERS IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. FASTENING SCHEDULE FOR WOOD STRUCTURAL MEMBERS ITEM TYPE CONNECTION TOENAIL & CONNECTOR (3) 8d & H1(U.N.0.) @ 24" O.C. RAFTER OR TRUSS TO TOP PLATE CEILING JOIST TO TOP PLATE TOE NAIL (3) 8d CEILING JOIST TO PARALLEL RAFTER FACE NAIL (3) 16d CEILING JOIST: LAP OVER PARTITION FACE NAIL (3) 16d COLLAR TIE FACE NAIL (3) 16d BLOCKING TO RAFTER TOE NAIL (3) 8d RIM BOARD TO RAFTER END NAIL (2) 16d TOP PLATE TO TOP PLATE FACE NAIL (2) 16d @ 16" 0.C. TOP PLATE @ INTERSECTIONS FACE NAIL (4) 16d TOP PLATE LAP FACE NAIL (8) 16d STUD TO STUD FACE NAIL (2) 16d @ 24" 0.C. HEADER TO HEADER FACE NAIL 16d @ 16" 0.C. EACH EDGE TOP OR BOTTOM PLATE TO STUD END NAIL (2) 16d STUD TO SGLE PLATE BOTTOM PLATE TOP FLOOR JOIST AT BRACED PANEL JOISTS AT TOP PLATE, SILL OR TOE NAIL & END NAIL (3) 8d & (2)16d TOE NAIL & FACE NAIL 16d @ 16" 0.C. & (3)16d @ 16" 0.C. APPROVED MANUFACTURERS SPECIFIED LOUISIANA |ROSEBURG FOREST! GEORGIA MEMBER TRUSJOIST | BOISECASCADE |“ BaciFic PRODUCTS PACIFIC 2x TIMBERSTRAND 2x GANGLAM S66 Fb=1700 PSI Fb=2250 PSI E=1300 KSI E=1500 KSI Fv=400 PSI Fv=275 PSI 1-3/4" PARALLAM |1-3/4" VERSALAM] 4-3/4" LP LVL | 1-3/4" RIGID-LAM | 4-3/4" G-P-LAM 4-3/4" SCL Fb=2900 PSI Fb=2800 PSI | Fb=2950PS! | Fb=2900PSI | Fb=34100 PSI E=2000 KSI E=2000 KSI | E=2000 KSI E=2000 KSI E=2000 KSI Fv=290 PSI Fv=285 PSI Fv=290 PSI Fv=285 PSI Fv=285 PSI 3-1/2" PARALLAM|3-1/2" VERSALAM| 3-1/2" LP LVL | 3-1/2" RIGID-LAM |2-PLY G-P-LAM* 3-1/2" SCL Fb=2900 PSI Fb=3100 PSI | Fb=2950PSI | Fb=2900PSI | Fb=3100 PSI E=2000 KSI E=2000 KSI | E=2000 KSI E=2000 KSI E=2000 KSI Fv=290 PSI Fv=285 PSI Fv=290 PSI Fv=285 PSI Fv=285 PSI 5-1/4" PARALLAM|5-1/4" VERSALAM| 5-1/4" LP LVL | 5-1/4" RIGID-LAM |3-PLY G-P-LAM* SA TATSEL Fb=2900 PSI Fb=3100 PSI | Fb=2950PSI | Fb=2900PSI | Fb=3100 PSI / E=2000 KS! E=2000 KSI E=2000 KSI E=2000 KSI E=2000 KSI Fv=290 PSI Fv=285 PSI Fv=290 PSI Fv=285 PSI Fv=285 PSI 7" PARALLAM | 7"VERSALAM 7" LP LVL 7" RIGID-LAM |4-PLY G-P-LAM* on Fb=2900 PSI Fb=3100 PS|_| Fb=2950PSI | Fb=2900PSIi | Fb=3100 PSI E=2000 KSI E=2000 KSI | E=2000 KSI E=2000 KSI E=2000 KSI Fv=290 PSI Fv=285 PSI Fv=290 PSI Fv=285 PSI Fv=285 PSI aes APA / EWS PERFORMANCE RATED RIM (PRR-401) 1-1/8" MINIMUM THICKNESS * - CONNECT MULTI-PLY MEMBERS PER MANUFACTURER'S RECOMMENDATIONS - LSL's MAY BE USED IN PLACE OF LVL's WHEN SPECIFIED - PRESERVATIVE TREATED WOOD REQUIREMENTS: (2304.11): WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WITHOUT JOISTS SHALL NOT BE CLOSER THAN 18 INCHES, OR WOOD GIRDERS CLOSER THAN 12 INCHES TO THE EXPOSED GROUND IN CRAWL SPACES. WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, WHICH REST ON EXTERIOR FOUNDATION WALLS SHALL NOT BE LESS THAN 8 INCHES FROM EXPOSED EARTH. SILLS IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE-TREATED WOOD. CLEARANCE BETWEEN WOOD SIDING AND EARTH SHALL NOT BE LESS THAN 6 INCHES. POSTS SHALL BE PRESERVATIVE-TREATED UNLESS SUPPORTED BY A PEDESTAL GREATER THAN 8 INCHES FROM EXPOSED GROUND. PRESERVATIVE CONNECTORS & APPLICATION SPECIFIED MATERIAL | TREATMENT (1) FASTENES (2x3) FOUNDATION SILL SBx annvycen! [PLATES, TOP PLATES &/4 ay 6x OR GLULAM fe LEDGERS ON FIR) CONCRETE OR CO, CBA, CA GALV (G185 ” MASONRY WALLS (4) AGE (G85) o 2 2X, & 4X (FIR CBA, CA ALV (G18 3 FRAMING, DECKING, & 4X (FIR) ACQ, CBA, C GAL (G88) iS | _ | POSTS&LEDGERS | 9x. & 4x (CEDAR) NONE GALV (G90) Lu = 6X OR GLULAM (FIR) ACO, CBA, CA GALV (G485) BEAMS AND COLUMNS 6X OR GLULAM fc mAE] NONE GALV (G90) PRESERVATIVE TREATED WOOD FASTENER REQUIREMENTS: ALL METAL CONNECTORS COMING IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE SIMPSON Z-MAX, TRIPLE ZINC COATED, OR HOT DIPPED GALVANIZED. CCA: CHROMATED COPPER ARSENATE NOT PERMITTED. SBX: DOT SODIUM BORATE ACQ: ALKALINE COPPER QUAT CBA AND CA: COPPER AZOLE G60, G90, AND G185 PER ASTM A23 FOR CONNECTORS, AND ASTM A153 FOR FASTENERS. MECHANICALLY GALVANIZED FASTENERS PER ASTM B695, CLASS 55 OR GREATER. GENERAL CARPENTRY NOTES: STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. PRESSURE-TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY. HOLES AND CUTS IN PLATES SHOULD BE TREATED WITH A 20% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3x3x.229 PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS TABLE FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. USE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND MORE THAN 3 THE LENGTH AND AROUND OPENINGS UNLESS DESIGNED BY A FLOOR JOIST MANUFACTURER. POSITIVE CONNECTIONS SHALL BE PROVIDED AT POST-BEAM CONNECTIONS TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. USE 12" CS-14 UNLESS NOTED OTHERWISE. GIRDER TOE NAIL (3) 8d BRIDGING TO JOIST TOE NAIL (2) 8d EACH END BLOCKING AT JOISTS TOE NAIL (3) 8d BLOCKING TO TOP PLATE TOE NAIL (3) 8d RIM JOIST TO JOIST FACE NAIL (3) 16d RIM JOIST TO SILL OR TOP PLATE TOE NAIL 8d @ 6" 0.C. CONTINUOUS HEADER TO STUD TOE NAIL (4)8d BUILT-UP CORNER STUDS FACE NAIL 16d @ 24" 0.C. BUILT-UP BEAMS (PER LAYER) FACE NAIL(STAGGER TOP&BOTTOM) (2)16d @ 16" 0.C. RAFTERS TO 2x RIDGE BEAM TOE NAIL & FACE NAIL (4) 16d & (3)16d JACK RAFTERS TO HIP TOE NAIL & FACE NAIL (4) 16d & (3)16d LAG SCREWS: SHALL BE OF A DIAMETER INDICATED ON DRAWINGS WITH A MINIMUM OF 8x DIAMETER EMBEDMENT IN SUPPORTING MEMBER UNLESS NOTED OTHERWISE. CLEARANCE HOLE FOR THE SHANK SHALL BE THE SAME DIAMETER AS THE SHANK AND THE SAME DEPTH OF PENETRATION AS THE UNTHREADED PORTION OF THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75% OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE THREADED PORTION OF THE SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. SOAP OR OTHER LUBRICANT SHALL BE USED ON THE SCREWS OR IN THE LEAD HOLE TO FACILITATE INSERTION AND TO PREVENT DAMAGE TO THE SCREW. METAL PLATE CONNECTED WOOD TRUSSES: SHALL BE MANUFACTURED BY AN APPROVED TRUSS MANUFACTURER IN ACCORDANCE WITH APPROVED SHOP AND INSTALLATION DRAWINGS. ALL ROOF TRUSSES ARE TO BE PRE-ENGINEERED BY OTHERS. ROOF TRUSSES SHALL BE PROVIDED TO COMPLETE THE ROOF FRAMING FROM THE SHEATHING TO THE SUPPORTING MEMBERS BELOW. SHOP DRAWINGS AND CALCULATIONS SHALL BE PRODUCED UNDER THE SUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WASHINGTON. DETAIL DRAWINGS TO INDICATE ALL INFORMATION AS REQUIRED IN IRC SECTION R802.10.1 INCLUDING PERMANENT LATERAL BRACING AND CONNECTION DETAILS. | JOISTS: SHALL BE APA EWS PERFORMANCE RATED I-JOISTS (PRI). I-JOISTS SHALL BE MANUFACTURED IN CONFORMANCE WITH APA PRI-400 CONFORMING TO APPROVED SHOP AND INSTALLATION DRAWINGS. SPANS TABLE FLOOR CEILING JOISTS (40# D.L.) (404 LL.) | (20# LL) me UOAELL _- ( Pai L) re atte (L/360 LL.) | (L/240 LL.) be ele cL, NO. 2 D.F. MAXIMUM | MAXIMUM | NO.2D-F. MAXIMUM | MAXIMUM MEMBER [SPACING OC.) cpan SPAN MEMBER |SPACINGO.C.| coan SPAN 42" 10-9" 44'-10" 42" 44-7" 13-5" 2X6 16" 949" 12'-10" 2X6 16" 40'-0" 41-14" 24" 81" 10'-5" 24" s'-2" 9'-8" 42" 14'-2" 18'-8" 42" 14-7" 17-2" 2X8 16" 42"-7" 16-2" 2x8 16" 42"-7" 15'-0" 24" 10'-3" 13-2" 24" 10'-2" 12'.3" 12" 17-9" 22-14" 12" 17-14" 24-2" 2X 40 16" 415'-5" 49'-10" 2X10 16" 15-6" 185" 24” 42"-7" 16-2" 24" 121-8" 151-0" 12 u 20'-7 Lt 26'-7 W 12 W 20'-9 id 24'-8" 2x12 16" 47°40" 23'.0" 2X42 16" 18'-0" 214'-4" 24" 44-7" 48"-10" 24" 14-8" 47'-5" LUMBER SPECIES MEMBER POSTS, BEAMS, HEADERS, JOISTS AND RAFTERS SPECIES NO. 2 DOUGLAS FIR SILLS, PLATES, BLOCKING, ETC. NO. 2 HEM FIR STUDS STUD GRADE HEM FIR STUDS OVER 10' HIGH NO. 2 HEM FIR POST AND BEAM DECKING P.T. #2 FIR OSB SHEATHING PER PLAN GLU-LAM BEAMS Fb2400, DRY ADH (EXT. ADH @ EXT. CONDITIONS) PSL MATERIALS* Fb = 2900 E=2.0 Fv=290 LVL MATERIALS** Fb=2600 E=1.8 Fv=285 ALL GLB BALANCED WEST SPECIES 24F-1.8E W.S. £ a > Lo) £ 3 B58 5 z ~- Ws ag gee ge eRhs Page ys ed2ts SRESEES 1n N n C e wo2, oe =¥ S2RSHE Se ot SSRERLe F& € SEeESES Se o> 820 R885 pai Q S%=sce2 SES Epab. soe. oi 3 mR #o4uS2o0eae Egos O Sewsseaes B80 2 S2EPSSSes E83 © SBESBESEE gic Q Sewage Sse tow Geos loansYV Lu S Ww << a = a 7) fa uw = oe = 2 wz jab 29 |r a qin ind bE|/= |Zle wae Z| ml z m Sui ja) et algo Ce o.| 3 << IN] > Lu or a a ro ra) > ro) > 8a. [cf = eg 4x sx So} < o| & ao uj; O AYO |i*mM> ray Ae) 7) Bio |Su SOWA elN |S aa BLO g Fo J |§ s8 2 _ a2 | O) WO |g 28 £O aN io | uu - Ee < Ag [9 wo? 16 I] qin 1G eS IAN jG ed i lil Lid +r = 7) > S i fa ce a rT oe z o g 2|S rT] o|” > THIS DOCUMENT HAS BEEN SIGNED ELECTRONICALLY IN ACCORDANCE WITH WAC 196-23-O10 AND CHAPTER 19.34 RCW. UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT, Mr CERTIFICATION AND SIGNATURE. COPYRIGHT ©2009 HODGE ENGINEERING, INC. DO NOT ACCEPT FOR PERMIT UNLESS AN ORIGINAL RED SEAL