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BLD10-052 - drawings
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. Scale 1/4" = 7' _ 40'-0" x—— 6'-2 1/2" om 10-5" —— -— 10-4 1/2" 10-7 1/2" ~ 31" 4'-0" 31.4e FO WAL gum 3'-4" eg 40" — Snow Load ---- 25 /bs r Wind Speed -- &5mph 404018 404018 40408 Ss | i TT 2 oo ae a Exposure B | 6x6 DFH2 I] _BxE-DFH2 (H1) 6x8 DFH2 (H1) Selsric --------- D m S / Egress. | Egress q _Egress. ‘Nt | TT I Heating System : 2450 Alte Bedroom #5 Bedroom #2 Bedroom #3 Electric Wall Heaters = action R510, 2006 RC All sleeping areas are to be provided with egress opening shali have a Appliance Fuel 50urce minimum height of opening, 24 ; Stove Electric minimum width of opening, 20" Dryer Electric = ae 7 Water Heater Electric S — 5-0 1/2" — S 9 © ; EN ja ‘ Glazing 5q Ft 205.00 sq ft nocen | A Ext. Door Sq Ft 36.17 sqht 2 : Total Glazing 5q Ft 241.17sqft = Bonus Room ra u O | divided by x ee w | Bath | x Heated Living Space 2114 sqft - sila a % Glazing Percentage 11.41% Mashe 7 "Garage VVindows not Included*™* Tempered E. wy) Egress eb BFAD 2) > naedial 6x6 DF#2 (H2) L —T= SSS ks | ee | ae ———|| 1st Floor 1141 Sq ft 6040L8 | 6040L5 2nd Floor q73 5g tt L Garage 431 sq tt ~ 340" 610" ~~ 31" > oe 610" 12-1" ri” BO We | 59 172" hit IK 40-0" Section R613 IRC Sections of windows shall not permit openings that allow the passage of a 4” sphere where such openings are located Se cond F; loor FE /an within 24‘ of the finished floor. And located more than 72“above finished grade. Window MFG is Empire Pacific & U Factor is .30 and skylights are .50 Exterior Door MFG is OrePac & U Factor is .20. WINDOW SCHEDULE QTY |FLOOR _| SIZE EGRESS [TEMPERED GLASS | DESCRIPTION 2 |! 13505H SINGLE HUNG ime 13505H YES SINGLE HUNG 17 4036LS LEFT SLIDING faut 4050FX FIXED GLASS 77 5040L5 LEFT SLIDING 1 |f 50610 REX EXT. SLIDER-GLASS 17 6050L5 LEFT SLIDING 1 \2 2630FX YES FIXED GLASS 32. |2 4040L5 YES LEFT SLIDING et E6040L5 YES LEFT SLIDING DOOR SCHEDULE QTY |FLOOR | SIZE DESCRIPTION 1 |? 16070 L GARAGE _16' 2 if 2468 RIN _|HINGED SLAB DOOR 17 266ELIN |HINGED SLAB DOOR 7 \7 3068 R EX | EXT. HINGED 6 FANEL 17 3068. L EX |\EXT. HINGED SUNRISE FANEL 1 \2 2468 RIN_| HINGED SLAB DOOR 1 \2 2468 LIN | HINGED SLAB DOOR eer! 2668 RIN |HINGED SLAB DOOR 1 \|2 268LIN |HINGED SLAB DOOR fics, ae 2868LIN |HINGED SLAB DOOR field 2468LIN | HINGED SLAB DOOR — 40'-0" ~ ~ 14'-8 1/2" of 25'-3 1/2" ~| ix— 4°-6" aT 6-0" =I 4'-2 1/2" > 3'-4 112" >= 5" 8-6" ~~— 4°90" 4-0" —~ aa 60x36" Landing J Homeauner Responsibility 6050L5 | = 50610 4036L5 f = I i J AxtODFH2 (H5) bxf DFH2 (H4) 1 K (2 “ ; ‘ Dy = (xl a Q CHANGE BEAM Size g <5 PER PHONE CONVERSATION o- a |X WITH SARED IBAEHMER (Pe) eB ogra! & eS nae a Master Bedroom Nook re Kitchen 5 in 2 a - | é& at N o-* _ ‘tt in ; & aS : 14-8 1/2" i L N 6x8 DF#2 bi 2468 26 L_ TA 6x8 DFH2 6x8 DF#2 (BH) | 6x8 DF#2 (B71) TJ 50 CFM - fal = ES my 2468 Fowder Rr mn - e]. : f “ ty) z e, x 8 Dining Room 9 iS SKA A ! 50 CFM ss) & 1 S in Pa N : E) J = + 2 ie : Su © % . one (( : ~t | | gu ne i /\ L © @ ——— 5 118" 13 112" GLB (B3) i Lp N Lo VALU) f 0b. Ia at 6x6 Post (P1) Ssh 8 4" Bollard for Crash Protection a “ Strap WH to Z ae S ber at Sige 20 min Fire Rated vaulted S inimum 12" Door w/ Self Vi = Ground. Closing Hinges Tempere d Living Room iS) 3068 bf Wh 26%36"Litha! 13505 Responsibility D 2 Car Garage Vault Ends Here E, fy vaiieed \ oe ee I e X) and Tape: ba yi . = = we ° ZKQ 6x6 DFH2 (H7) 24x30 Attic 4050FX ACCESS ee es d | Section 309.2 Garage Separation | Xt | | The garage shall be separated from the | \ | residence and its attic area by not less than 1/2 inch gypsum wall board applied to the garage | | side. Garages beneath habitable rooms shall be | separated from all habitable rooms above by not | less than 5/8 inch type “x” gypsum wall board. | | | | 4x12 DFH2 (H8) | [LU — — — ~~ ~~ ~ ~~ ~ ~~ ~~ — an 16070 HB 2-0 “4 ; i 2-0 | 2- au Jee 16'-0 Ro 6'-6" 410" HF 20'-0" 6-6 “ut ~ 2-9" »! > 5' oO" > Lae ala 2-9" | ~ 40-0" Main Floor Flan Scale 1/4" = 7' NOTICE: Plans are approved excepting any errors or omissions. All work must pass inspection in conformance with all applicable codes and regulations. Re a l i Printed on 2/26/2010 at 5:51:57 A PH - 25 3 . 7 2 2 . 2 2 6 8 FX - 25 3 . 4 2 3 . 2 0 7 0 De s i g n e r - Ja r e d Ba e h m e r Cu s t o m e r Jo b Nu m b e r 13 0 8 Al e x a n d e r Av e . E. Fi f e , WN W A 48 5 8 0 ha v e be e n Pl a n s DVMKHFBVEDPRARVLWdS gk Se V vy eS sh S Hog ge Pas §) Ie = NY SS§ Kos Hale ss Fas LS Q FRULOVE YS Fy & 8Q aa SX Rs PRS VR PeVse we cs VERVE FSUVRTL TRS B® FS > oS . aE = Saye ty Raf SS pes SRE GSSRSLT ISG win yd arE ERR ey se. Bysseeos BV FS Rae LLEVA FHV _ BAPNIFDS~ HHys seeSawreggscaeas SHs T ay SPIS FESS KC IT YS Th e s e pe r m i s s i o n of Re a l i t y Ho m e s , Th e s e pl a n s we r e ex c l u s i v e l y de s i g n e d fo r ar r i s o n r o x E d d y Ct . Po r t To w n s e n d , WA F8 2 6 8 36 0 . 3 7 9 . 0 5 4 8 36 0 . 3 0 1 . 2 0 0 9 Ye r n G Pa r c e l # - Pa r c e l Nu m b e r en 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 APPROVED Date: MARCH IS) 2010 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 f y al l se t b a c k s , di m Permit No: Be -052 By: ie S, = . ~ TPE BSH$se gq WSs Pr Bake Sesevs STHX VWIGErg SS 3 Y NS} 7 BV Qe HRPEVVND WEY Rg f§2 SESS 9 PSE RS g Spey SHSRSVE Ry SDP Py TY B28 » CS RERS GO Q DS N re) AN} mS) a) c> Soe SHH VR waos PRC VRS £Yycg EVES Gus HVS PBISVorg BeOS y SDPO UE = S& VE VAL HVesv SOsR aw¥YRcCUYS yg SRST eS < Y Ry 4H ~~ D 2S§ SSN NE S SEQSLIS SEs SPBASGS Oy . S 98 Oo FT wD Te BORE LS = Q = x aN} rh) Rx SR =) aN © Sg 8 ey y VQRHD = QQ; AS & TSS kK shes sgh Pgege eS B§ rs Qs 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 . ly 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 ti 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 . At 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 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 pp 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 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 : 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 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 . 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 ce 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 . wi r e d fo r a di 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 Mm o d i f t y th e s e pl a n s an ca s e w o r k , mi l h v o r k , et c . mu s t be id e n t i f i e d pr i o r Th e s e Pl 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 co n s t r u c t i o n . Th e s e Pl 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 Building Official CITY OF PORT TOWNSEND FILE COPY y CITY OF POR T TOWNSEND | DSD DECEIVE = } beat | & N 3 Q > S = : ge 8 FH = XB S8Ssu § g QeyR . & SFSgd 8 % Dae Segos Sheet Description Floor Flan Flan Name 2014 Ravens Ridge South 1 of 7 Ex p . OV 1 V 1 1 Ex p . 05 / 1 3 / 1 0 Jo b Nu m b e r WA Li c # RE A L I H I F 8 4 C N Ex p . 01 / 3 1 / 1 1 RC E - 2 5 2 8 5 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 OR CC B H 16 6 3 1 8 ID Li c # An y vi o l a t i o n sh a l l be st r i c t l y en f o r c e d . In c . G te d . 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 l Th i s Se t of Pl a n s is li c e n s e d fo r on e ti m e u s e a n d mu s t be bu i l t on l y by Re a l i t y Ho m e s , In c . BL D I O - 0 5 2 bl 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 e 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 a Printed on 2/26/2010 at 5:52:00 AM te 8 wo m a n te e “D U ‘S E L U O L Fl e a Fi g Fy u o JI N G aq JS N L U PU B BS N AL U ] QU O JO } PA S U F P I ] $/ SU B JO JA S SI L /O G U N N Go r pa r s o j u a Fi y L a y s Pa J B u y x o i d d e 3/ 2 SJ U B U I B I N S E A L JO O } B1 E N E S py ‘u o g o n p o d je n j o e ul ab u e y ? of Jo a l q n s JO G Q U I N N Go f 4a W u o j s n g 2g |/ 2 Y S UO N B I O I N . fi l l y ‘D l 2/ 2 Pu e pa j e s B U a b k JA I N A W O ? 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ET : Ny He S PE E c As a : = It t 5 S HE A R T H V) AA A i u) HA A HH 3 Oy EE a i) i 8 AR R ie HA N : OB FU L L Y 0 : D HA A N (- | BS HE A L \ i Au n RN ) v Ha .~ » SE S WH E WU aN i aN ) Q T HH H H H H H H fe ) ws i QO Al n a i v a a t i t a l HE S WM OD SS ) AL E YI N G vO SR D ) CH E ; a HS iS HU H HH H [| S) ie RN Ne SO 8 WH I Bk a w= a al & 8 88 u7 s Q VW ) ~ Sw wW J WO see ge —— — BC4/BC46/ Beam (Size BC6/BC8 specifed on Plans) pais BC4 for use with 4x4 Post Post (Size specifed BC46 for use with 4x6 Post on Plans) BC6 for use with 6x6 Post Bae ee BCO®d for use with 8x8 Post Fost to Beam Connection Post (Size specifed on Plans) ABAA44IABA4E/ ABAGE/IABASS Post Footing (Size specifed on Plans) 4 / a as * t ABA44 for use with 4x4 Post ABA4E for use with 4x6 Post ABAG6E for use With 6x6 Post ABASS ror use With 8x8 Post ABA Fost Base Connection Framing Notes Roof Trusses shall be Pre-Engineered/Pre-Manufactures VNood 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. Exterior Wall of House Pe Beam (Size specifed on Plans) HUC438/HUC4 10/HUC412 HUC68/HUC610/HUC612 HUC48 use with 4x3 Beam HUC410 use with 4x10 Beam or 3 1/8x494 GLB HUC412 use with 4x12 Beam or 3 1/8x 10 1/2 GLB or3 1/2x 12 GLB HUC68 use with 6x8 Beam HUC610 use with 6x10 Beam or5 1/4x494 GLB HUC612 use with 6x12 Beam or 5 1/28x 10 1/2 GLB or 5 1/2x 12 GLB *Contact General Contractor if size not listed* HUC Connection to House Garage Notes Garage walls, columns, and ceilings adjacent to or under dwelling areas shall have materials approved for One-Hour fire resistive construction. R311.5.3.3 Profile. The radius of curvature at the leading edge of the tread shall be no greater than 4/ 16 inch (14.3mm). Anosing not less than 3/4 inch (14 mm)but not more than 11/4 inch (32 mm) shall be provided on stairways with solid risers. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch (4.5mm) betveen two _ stories, including the nosir; at the level of floors and landings. Bevelirg of nosing shall not exceed 1/ 2 inch (12.7 mm). Ch a— woe \ : / | | EN ® l/e| a - a rf $ / fel i oa go Ue ne ky i [e] . et ; eo Ay Electrical Lighting Layout _ MIN 10" RUN No Scale MAX 7 3/4" RISE 1"x8" Toekick 11/8 X 11 1/2 OSB STEP Electrical Cutlets will be placed per code by the electrician. If you wish to have an outlet in a specific location, you will need to order one through RHI. This plan shows approximate locations of electrical items except for TV & FH jacks. Contractor: Flease refer to work order to verity location of items. 2X12 STAIRJACK Stair Riser Detail R311.5, Handrails. Handrails shall be provided on at least one side of each continuous run of treads or stairs with four or more risers. Handrails shall not be less a than 34" and not more than 38" measured Foundation Notes - Two Story See Building Sections and Details Sheet within this set for Details and Callouts for Foundation and Wall to Foundation connectivity. p from the toe of step. 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 accordingto_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 3d @ 6" o.c. Panel Edges and 12" 0.c.@ Intermediates. Wall Sheathing Nailing shall be at 3d @ 6" o.c. 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 6x8 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 shall be screened "Bird Block". Air ducts passing through one-hour fire resistive construction 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. Two Story Perimeter Foundation that will support a 2x6 Framed Stud Wall shall consist of a 16"x 8" Min. Continuous Concrete Footing w/ (1) #4 continuous Rebar. Overlapping bars shall be 24" min. Corner bars shall be 24" @ each leg. Tie all bars securly with wire ties, (2) min. per splice. - Garage Foundations that will support a Two Story 2x6 Framed Stud Wall shall consist of a 16"x 8" Min. Continuous Concrete Footing w/ (1) #4 continuous Rebar. Overlapping bars shall be 24" min. Corner bars shall be 24" @ each leg. Tie all bars securly with wire ties, (2) min. per splice. Foundation Stem Walls for a Two Story Bearing Walls shall consist of a 22" - 24" Tall x 8" Wide Stem Wall w/ (1) #4 continuous Rebar. Overlapping bars shall be 24" min. Corner bars shall be 24" @ each leg. Tie all bars securly with wire ties, (2) min. per splice. All Continuous Concrete Footings for Exterior Bearing Walls that incorporate a Concrete Stem YNall shall have #4 Vertical Rebar with hook spaced @ 48" 0.c. Mono pours are ok with without vertical rebar. General Notes All construction to conform to the 2006 International Residential Code CONCRETE: Compressive strength for basement and foundation walls exposed to weather as well as porches, carport slabs and steps shall be a min. 3,000 p.s.i. at 28 days. Concrete shall be air entrained at between 5 & 1%. REINFORCING STEEL: All steel #4 or smaller shall be A-615, grade 40, unless installed in a reinforced concrete foundation, othenwise grade 60. SMOKE ALARMS: "Shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area. Required alarms shall received their primary power from the building wiring and shall be equipped with battery backup. Alarms shall be interconnected to provide audibility in all areas." MFG INSTALLATION: R106.1.2 Manufacturer's installation instructions. Manufacturer's installation instructions, as required by this code, shall be available on the job site at the time of inspection. FASTENER NOTES: As a minimum, any fastner in contact with pressure treated wood must be Hot Dip galvanized (ASTM A123 for connectors and ASTM 153 for fasteners and anchors). SANITARY SEWER: To Provide Adequate Drainage the Sewer Connection will exit the home UNDER the Footing. DO NOT EXCAVATE THE SITE TO DEEP! WHOLE HOUSE VENTALATION: Ventalation shall consist of source specific Intermittently operating fans with a minimum 50 cfm rating in bathrooms and utility and a minimum 100 cmf in the kitchen. Utility room fan to be controlled by a timer. Windows in habitable rooms to include integral fresh air intake vents. DRYER VENTING: Dryer to be vented to outside. Maximum length not to exceed 25 feet less 5' for each 40 degree bend. Per IRC 1502. 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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 , 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 . Th e bu i l d e r sh a l l no t be he l d 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 . 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 n s Ag e n c y re g a r d i n g 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 re f e r to th e sa l 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 . If a 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 . ‘m a 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 e 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 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 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 , 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 . Th e Cl i e n t / Ho m e Qu w 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 Sheet Description Notes Flan Narne 2014 Raven's Ridge South 6 of 7 Th i s Se t of Fl a n s Is li c e n s e d fo r on e t. Printed on 2/26/2010 at 5:52:25 AM ~nXQ s SENSES Sd =F OH ih wS Hrrm S QS Ss FN SSQ eh, ER Washington State Energy Code. 1/16" OSB APA Rated Sheathing ok ry NN 2 R-val k be i YN G & one far’ svaip Jas Bay teste Composition Roofing over 15 Ibs. Felt om it x ~ = s BS tn access. Markers shall be affixed to th ii Y ( Wk o Q truss or joist and marked with the minimum Ri Tiere ae Gee: qe} vs 8 : = ay iN im Sulfation thickness. OE 4" By < N Fl R 2 9 . ~ * = ty eR g 9 TP SASS BURL l gRg oF =N Q* vay | ~ S88 1/2" Gypsum Nall Board : x S$Xaq : Vented Blocking Double 2x6 Top Plate DRE SRERRALRVRETR re) a c TR aS 2Qy w GVA GH VHS CORI HHHYaus 2x6 Studs @ 16"0¢ RE FSROC ge gak GRRe_ Lop Kale ss FRILA - i gS Fyre VS Sy, Fss° ™ R-21 Insulation : & VSowa VPy 8 keke : Q SPRSIE SLING gy g sys ~ 1/2" Gypsum Wall Board. ———— bie So SPT SSNS ese s | YW ale ot ee gia Paks se agcs ss Q) PVA Primer _ bs. NE Barting SES SOG D OQ ™ a Sw k & b Nad 2x6 Sole Plate eRe we Sy GP Fass ss 3 i Water-Resitive By ees PERUSE Rss os Q 7 Ue oe Rjoar Barrier (Tyvek) ESTIISVEORNL IT Ysagsg oists at 16" 0.¢. t 3/4" T&G Plywood J : ue or Equiv Subfloor ~) Glued & Nailed \ . TMM sk. S = ar: a . a N R-30 Insulation | RN © ve yr rw S fy Q Ss 5/8" Gypsum Wall | = . 8 Q 43 ~ > Board Type x : a 7/16" Min OSB with S NO) 2 ~~ —)) Double 2x6 Lap Siding (Shown g > my § VY YD Top Plate on detail) or 1/16" 2 Sy & sis Guide es 16" Smart Panel Siding R SS Ty my x6 Studs o¢ x \S Wy \\F) ~\ ov ~~ § Qig : : 1/16" OSB APA Rated Sheathing y & c Q “at pe Pe me = R-21 Insulation SS as — | ~~ 5) Q + Je Composition Roofing over 15 lbs. Felt < Q) y ~~ “hey , Ss J pe MFG T t24 aS S nr 0 >= " “ , F z russes at 24"0.c. 5/4"x6" Belly Band on walls u/ LP 3D Rendering - NOT to Scale 1/2" Gypsum Wall Board . % =X N) 5 * oe (Type X Fire-Rated GWB on ———— . “yn v : Smart Side and Gable above. Warm Maile 5¢ Hae Sk) 4 x Son S Shien Simpson MASA i, o w~ x6 Mud Si - Straps @ 4' 0.¢. _ R-38 Insulation into He CUP \ ewan fm | 1/2" Gypsum Wall Board } Y , | et eo FDN to extend a / Vented Blockin oe) Hortzonia ys | Vere minimum of 6" Double 2x6 Top Plate 3 - rt rebar @ 46" oc above final grade. NEN we PSyes we : \ " § § % x £y sg $ AY Ay 5 w. 2x6 Studs @ 16"0c BFL y SHIUR . S89 4" Slab Slope to Onening z & ee W N Minimum 18" 8 RUHR NY Se 5 <8 . . S r SN wy pres ges Sarees: a : Frost Depth R-21 Insulation : 88 & XS >a KS : 88 = el - = S e§§eR_ SEPERSE OS Toe eaeaeaia 2 A 1/2" Gypsum Wall Board ~ SRyFs F Sz z Base 88 S Faille % ) x SSeys gasSsssS Seo], & Tee <i =f PYA Primer i ees SHLoSsH Rs peel Sa z ‘ S £9 iS SS s ~~ $ TQ 16"x8" Footing w/2 00 Stir nat Water-Resitive S3T BR w¥RLCTS YF Horizontal #4 Rebar Scale 1/2"=1 11 1/8" LPI-18 Floor Barrier (Tyvek) RN vs 8 R SS R NN ss NS AY) — Joists at 16" 0.c. VEL Ug SERV vPsS Re 1116" OSB APA Rated Sheathing 116" OSB APA Rated Sheathing 2 Story Garage W/ Living Space above se Fase HSRSTSS EQy ~ | " woh PP Y Composition Roofing over 15 lus. Felt Composition Roofing over 15 Ibs. Felt . eau subiooy — gs v 5 & 8 ° K . SS 2 8 g 8 : : . pany . S44 ery Ss MFG Trusses at 24"0.c. MFG Trusses at 24"o.c. an Glued & Nailed \ \ : Bue eye FSgutee ays Q 11-4" AS , Lo \ SELLS vagsae8 8s id an \ : \ Sy YE H SLATES cae S 4 , | No Insulation R-21 ulation Se aS &s S§ SES LANE AS TNT | = \ 8 4 § 8 S Ry 8 S gees 8 2 bY : { es ; " ; 5/6" Gupsum Wall a 8 Se se gS SRggrt ~Xs R-36 Insulation : 112" Gypsum Wall Board iar Saeed s BSseag LeS3Ese ges) Y sSecoyut BY eh S 1/2" Gypsum Wall Board Double 2x6 Top Plate Double 2x6 S S38 §8 3 ® §ss N Ses § 8 a & : ‘ ouble 2x : oaVT : ‘ eR VEgg ~ 8 BS Double 2x6 Top Plate Vented Blocking 2xb Studs @ 16"0c Vented Blocking | : : Top Plate = ve Bia ha Sacaes Rs ss 3 28 : QO . _ Becltl ap Siding (Shown LENUSS ya SSRH we 8 exo 2huds GP 1o"Be Le Water-Resltive R-21 Insulation (Warm Bore ave) 2xb Studs @ 16"oc - on detail) or 1/16" BSpess SMesooe Cosh e R-21 Insulation =| Barrier (Tyvek) Walls only UNO) armen 2-91 Insulatt ke Smart Panel Siding sRREgs8 BRSESSS Vs], QO " = : : " : s PuvUNsL ALS 1/2" Gypsum Wall Board = ——— == & (Warm Walls Only) Q 1/2" Gypsum Wall Board RN SEILER SHI LSVg 5 < = 8 S | THE IWAKIMON ATS, SEEING SHALL BE (Type X Fire-Rated GIB on—— = SRases PSESEES Sse AN} = ~ S 4’ FOR BUILDINGS DUER TWO STORES. warm Walls of h - BERENQ cPFHgekXk ow ; . Na iM See arm VNalls of house only) . BHLTTS SKEFIVSSS LEVY Q) PVA Primer = % 4/16" Min OSB with _ Where there are two (2) or more sides 4/16" Min OSB with ne Range uae ILA ANG Q 5 8 ° 8 QI Yow S $ N #& N 32 9 1/2" LPI-18 Floor SI Lap viding (Shown or cace shall be sheauveked- Onky, =e elalng Shout Anchor Bolts shall be at fast i. in 4 1/2" LPI-18 Floor S ‘© 8 5 8 3 8 . & AS se : & : & MS) Joists at 19.2" o.c. = on detail) or 1/16" warm walls insulated with R-21 on detail) or 1/16 diameter & shali extend a minimum of 7" Joists at 19.2" 0.c. \ 5 cc 8 Ww . g S 8 NES ‘ NES RF & es Smart Panel Siding insulation and Sheetrock chall be Tupe Smart Panel Siding into masonry or concrete. 3 8 2 x ¥ Zrs ERE 2 iS & 8 Q) od 1&@ iguend = X sheetrock on warm walls and celling 3/4 T&G Plywood or Equiv Provide 1/4" x 3" x 3" plate washer. 3/4" T&G Plywood . : FS rh 3 ava 8 iS a 8 S s S 8 3 8 & or Equiv Subfloor = Simpson MASA Simpson MASA y/ Subfioor Glued & Nailed or Equiv Subfloor Simpson MASA Reg & 8 S PEEZTIRe Rew « Q Glued & Nailed Straps @ 4' 0.c. 2x6 Mud Sill Straps @ 4' 0.c. SI . | — Glued & Nailed Straps @ 4' 0.c. TR ees S DSahee 8 : a : i ; i ; Not < 3S R-30 Insulation 6"X24" Foundation Wall al yr Top Plate —~-—_|-Joists per plan 30 Insulation ® yi 8 8 RSs 8 8 8 ss 8 8 5 i . ) : : : ~~) a Sey i. Es ee A L As RY oS oO 8 S D B ~ | _) FDN to extend a Upto 4o"tall- 1 FDN to extend a = a eal ) FDN to extend a SESE gSRSsgsl seB) NN " 2 ere i Horizontal & 1 Vertical : - ‘ . | x0 rieaaer l ) th ini " oS HTAR VPVLEo ge dN BRD] vk eainivatan oF ‘ minimum of 6 | Allgn studs ait Ny minimum of 6 R BS 9 RS LSSegss eh | Hi ~ above final grade. rebar @ 40" oc ’ above final grade. . Sim es MASA Crawl Access with I-Joists [| , ~ above final grade. = 28s, * 9 Q I ~~ —— : —— a il) ™ ri Mar os | Per Plan ee N . , Sarr ‘6s wid Sil Pane L inireuea 438 ee . a L sini 18" pote @ 4'0.. | | 2x6 Mud Sill Pa a Minimum 18 Sheet Description H 6"X24" Foundation Wall a Fios}-Depth sa Pee a z Frost Depth AO ee 8"X24" Foundation Wall eo \ Frost Depth — : ‘N k ele : “a L SQ hee a a eee ee Up to 48" tall - 1 oh D pt if Up to 48" tall - 1 coon | . (== (let ae Fa Ag ene ee 2 ss Pp : . poem | k (7 a \o) Horizontal & 1 Vertical i % Co A 9 = ee ere ennai nieete | Horizontal & 1 Vertical “7 ay . rebar @ 48" oc VAPOR BARRER foo. ; ~ Ne SeSeeeaias « : = Te ett ty rebar @ 48" oc rae a = \ ~ Ne Tren — Mile BLACK (rt y | oe \ =I TET aan 4 ‘8 \ 12"x6" Concrete Footing with 1 #4 Rebar on Ramblers Th _ . fave at 2 Ay \ Plan Name Q TW) Seal Aa! TTT STE! l 16"x8" Concrete Footing with 1 #4 Rebar on 2 Stony Houses . | = | = | =| | ILE LE r) 12"x6" Footingw/2 9 Scale 1/2"=1' 12"x6" Footingwi2 Scale 1/2"=1' | Scale 1/2"=1' 16"x8" Footing wi 2 | Scale 1/2"=1' 2014 Raven's bw Horizontal #4 Rebar Horizontal #4 Rebar Horizantal fe fever Ridge South N) ° o 7 e J e e oe e Single Story Wall Section Garage Section Pony Wall Detail (Rim Joist Systern) 2 Story Wall Section \S) Al , Ad > AZ Ad / O f / 2 FLOOR DESIGN ASSUMPTIONS LIVE: 40 DEAD: 15 TOTAL: 55 ROOF DESIGN ASSUMPTIONS LIVE: 25 DEAD: 15 TOTAL: 40 IT IS THE RESPONSIBILITY OF THE CONTRACTOR / FRAMER TO: DESIGN CRITERIA PER ENGINEER’S SPECIFICATIONS OR BETTER. ALL BEAMS SIZED BY OTHER UNLESS NOTED OTHERWISE. BEAMS SIZED BY HUTTIG WILL BE DESIGNATED: “BEAM SIZED BY HUTTIG” ON THIS LAYOUT. REFER TO FRAMING DETAILS FOUND ON LP DETAIL SHEET PROVIDED. FLOOR LAYOUT ASSUMES ROOF FRAMING TO BE MANUFACTURED TRUSSES AND ALL ROOF LOADS BEAR DIRECTLY ON EXTERIOR WALLS. ROOF LOADS DO NOT BEAR ON INTERIOR WALLS. OTHER ASSUMPTIONS HAVE BEEN MADE ABOUT THE ROOF FRAMING THAT MAY NOT BE CONSISTENT WITH THE ARCHITECT’S INTENT. ARCHITECT AND CONTRACTOR MUST REVIEW THESE DRAWINGS BEFORE PURCHASE AND INSTALLATION TO ENSURE THAT FLOOR FRAMING LAYOUT MEETS STRUCTURAL REQUIREMENTS OF ROOF FRAMING. PROVIDE SOLID FRAMING ‘SQUASH BLOCKS’, PER DETAILS B2 & D2 AND SIMILAR, AT BEARING FOR ALL FRAMING MEMBERS TO MATCH WIDTH OF POSTED MEMBER FROM ABOVE. REFER TO ARCHITECTURAL / STRUCTURAL DRAWINGS FOR CONCENTRATED LOAD LOCATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, AND ENGINEER OF RECORD TO REVIEW THESE DRAWINGS PRIOR TO CONSTRUCTION. SHOULD ANY DISCREPANCIES OCCUR BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS, CONTACT HUTTIG BUILDING PRODUCTS BEFORE PROCEEDING. CONNECTOR CORROSION: CCA TREATED WOOD IS NO LONGER AVAILABLE FOR RESIDENTIAL USE, AND IS BEING REPLACED BY SIGNIFICANTLY MORE CORROSIVE (ACQ, CA-B, ACZA) PRESERVATIVES. WHERE CONNECTORS COME IN CONTACT WITH TREATED LUMBER, CORROSION MAY BECOME VISIBLE IN WEEKS OR MONTHS RATHER THAN YEARS. WET CONDITIONS ACCELERATE THE CORROSION RATE. HEAVIER GALVANIZED COATINGS EXTEND THE LIFE OF THE CONNECTORS AND FASTENERS, HOWEVER THE CORROSION MECHANISM AND RATE DO NOT CHANGE. SIMPSON STRONG-TIE RECOMMENDS THE FOLLOWING BASED ON CONDITIONS AT THE CONNECTOR: WET/EXTERIOR AND TREATED WOOD - USE SIMPSON STAINLESS STEEL CONNECTORS AND FASTENERS WHEN POSSIBLE. AT A MINIMUM CUSTOMERS SHOULD USE SIMPSON CONNECTORS WITH ZMAX / HDG COATINGS WITH HDG FASTENERS WITH AN APPROVED BARRIER MEMBRANE. DRY/INTERIOR AND TREATED WOOD - SIMPSON JOIST AND BEAM CONNECTORS WITH STANDARD G90 COATING IN CONJUCTION WITH AN APPROVED BARRIER MEMBRANE. FOR MORE INFORMATION VISIT WEB SITE: www.strongtie.com/productuse/barriersfags.html = _— Connectors Label | Qty | Description | TF Fstnr | Face Fstnr | Joist Fstnr H1 4 I|US2.56/9.5 | -None 8-10d 2-teardrop LP OSB Rim Label | Qty | Description Length 10 | 1x9-1/2 LP-OSB Rim | 16’-0" LPI |-Joist Label | Qty | Description | Length BLK 9-1/2” LPI 18 | 71’-0" J1 3. | 9-1/2” LPI 18 | 36’-0" J2 2 | 9-1/2” LPI 18 | 35’-0" J3 3. | 9-1/2” LPI 18 | 34’-0" RB11 | 1 9-1/2” LPI 18 | 34’-0" J4 4 | 9-1/2” LPI 18 | 31’-0" J5 12 | 9-1/2” LPI 18 | 24’-0" RB12 | 1 9-1/2” LPI 18 | 24’-0" RB13 | 1 9-1/2” LPI 18 | 7’-0" RB14 | 1 9-1/2” LPI 18 | 3’-0" M1 2 | 9-1/2” LPI 18 | 2’-0" en Ni ge n e a AR lg i ne NR O Di g ee = in g . “t a y -w e e e d ig e n : = ar -e o n i t n e c sm a d g e r ee m a e t ns OF 8 re ee ee aot 08 eer = 1 ne pUpREY Py MAIN FLOOR FRAMING PLAN fi ONTIIA6 G) ! H . ma el ar Ril mat ree et 1S ™ BUILDING PRODUCTS 52 5 "C " ST R E E T NW AU B U R N , WA 98 0 0 1 PH O N E : (2 5 3 ) 94 1 - 2 6 0 0 / FA X : (2 5 3 ) 93 9 - 3 5 2 6 BU I L D I N G PR O D U C T S if WA v g 4 LLALLADALA A Ahh Lh Ahh heheh nkenk honk he honk rknknhinberdembabubakenlerboerlembombnknborhbebnbuberrouhondnkenbeaboukenk hnknhemheud nhembemheahnbekeukerbeaknk nhenhebenke nh hohe kk hank he nhende Monkunk 4 9 1/2" LPI-18 @ 19.2" O.C. aA 4 LALbAAAAAAAAAA A A Ahk AMichckenk bh Lh ho honk honk hookindukimbonkirdukubeubakuldiuk hntlubeallukrhudberrkoud uheoulbubeuleudedenbeatinkentenbendeuhehedrubeadenh hehehehehe heh hk nhenk nb hnknd he uknde NOTE: THIS PLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HBP PE Z5 O° Ont ro s In oO & Y QO Zn & yy -. uz > W 0 ~z 2 -S 5 — J = oY qvow _ Y Wo X~¢ YW Sa C . / (— y) 02/19/2010 JULIE STEWART \ y, r ~ HUTTIG DESIGN NUMBER 002138-01 Sy v (~ PAGE ) 1° 2 ‘Sy 7 SCALE: » 1/4”=1'-0" ) FLOOR DESIGN ASSUMPTIONS LIVE: 40 DEAD: 15 TOTAL: 55 ROOF DESIGN ASSUMPTIONS LIVE: 25 DEAD: 15 TOTAL: 40 IT |S THE RESPONSIBILITY OF THE CONTRACTOR / FRAMER TO: DESIGN CRITERIA PER ENGINEER’S SPECIFICATIONS OR BETTER. ALL BEAMS SIZED BY OTHER UNLESS NOTED OTHERWISE. BEAMS SIZED BY HUTTIG WILL BE DESIGNATED: “BEAM SIZED BY HUTTIG” ON THIS LAYOUT. REFER TO FRAMING DETAILS FOUND ON LP DETAIL SHEET PROVIDED. FLOOR LAYOUT ASSUMES ROOF FRAMING TO BE MANUFACTURED TRUSSES AND ALL ROOF LOADS BEAR DIRECTLY ON EXTERIOR WALLS. ROOF LOADS DO NOT BEAR ON INTERIOR WALLS. OTHER ASSUMPTIONS HAVE BEEN MADE ABOUT THE ROOF FRAMING THAT MAY NOT BE CONSISTENT WITH THE ARCHITECT’S INTENT. ARCHITECT AND CONTRACTOR MUST REVIEW THESE DRAWINGS BEFORE PURCHASE AND INSTALLATION TO ENSURE THAT FLOOR FRAMING LAYOUT MEETS STRUCTURAL REQUIREMENTS OF ROOF FRAMING. PROVIDE SOLID FRAMING ‘SQUASH BLOCKS’, PER DETAILS B2 & D2 AND SIMILAR, AT BEARING FOR ALL FRAMING MEMBERS TO MATCH WIDTH OF POSTED MEMBER FROM ABOVE. REFER TO ARCHITECTURAL / STRUCTURAL DRAWINGS FOR CONCENTRATED LOAD LOCATIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT, AND ENGINEER OF RECORD TO REVIEW THESE DRAWINGS PRIOR TO CONSTRUCTION. SHOULD ANY DISCREPANCIES OCCUR BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS, CONTACT HUTTIG BUILDING PRODUCTS BEFORE PROCEEDING. CONNECTOR CORROSION: CCA TREATED WOOD IS NO LONGER AVAILABLE FOR RESIDENTIAL USE, AND IS BEING REPLACED BY SIGNIFICANTLY MORE CORROSIVE (ACQ, CA-B, ACZA) PRESERVATIVES. WHERE CONNECTORS COME IN CONTACT WITH TREATED LUMBER, CORROSION MAY BECOME VISIBLE IN WEEKS OR MONTHS RATHER THAN YEARS. WET CONDITIONS ACCELERATE THE CORROSION RATE. HEAVIER GALVANIZED COATINGS EXTEND THE LIFE OF THE CONNECTORS AND FASTENERS, HOWEVER THE CORROSION MECHANISM AND RATE DO NOT CHANGE. SIMPSON STRONG-TIE RECOMMENDS THE FOLLOWING BASED ON CONDITIONS AT THE CONNECTOR: WET/EXTERIOR AND TREATED WOOD - USE SIMPSON STAINLESS STEEL CONNECTORS AND FASTENERS WHEN POSSIBLE. AT A MINIMUM CUSTOMERS SHOULD USE SIMPSON CONNECTORS WITH ZMAX / HDG COATINGS WITH HDG FASTENERS WITH AN APPROVED BARRIER MEMBRANE. DRY/INTERIOR AND TREATED WOOD —- SIMPSON JOIST AND BEAM CONNECTORS WITH STANDARD G90 COATING IN CONJUCTION WITH AN APPROVED BARRIER MEMBRANE. FOR MORE INFORMATION VISIT WEB SITE: www.strongtie.com/productuse/barriersfaqs.html LP LVL Label | Qty | Description Length M1 2 | 1-3/4x11-7/8 LP-LVL 2950Fb-2.0E | 26’-0" LP OSB Rim Label | Qty | Description Length 10 | 1x11-7/8 LP-OSB Rim | 16’-0" LPI I-Joist Label | Qty | Description Length BLK 11-7/8” LPI 18 | 57’-0" J1 6 | 11-7/8” LPI 18 | 26’-0" 1 RB1 |2_ | 11-7/8” LPI 18 | 26’-0" J2 9 | 11-7/8" LPI 18 | 24’-0" 3 1 J3 11-7/8” LPI 18 | 13’-0" RB2 11-7/8” LPI 18 | 12’-0" Structural Glued Laminated Timbers Label | Qty | Description Length M2 | 5-1/8x13-1/2 DF_24F-V4 | 17’-0" 11 - 7 / 8 LP - L V L 29 5 0 F b - 2 . 0 E ~N \ im e LI N LS SSF SF FD SST SS — UPPER FLOOR FRAMING PLAN ™ BUILDING PRODUCTS } 52 5 "C " ST R E E T NW AU B U R N , WA 98 0 0 1 BU I L D I N G PR O D U C T S L = -V E R N GA R R I S O 20 1 4 RA V E N ’ S RI D G E SO PA R R LU M B E R , TA C O M A CU S T O M E R : MI K E (P R O J E C T : RE A L I T Y if . 4 4 4 4 ZZ LLL LL Lh hhh cern rnerebemnrnhnhmmnhcbrbrcbebbanbhanbnhncbonh ahhh honhnhnhnk hhh ttt ttt 1.41 £L-h- 11 7/8" LPI-18 @ 16" O.C. Ar LAA tL ddA LAL LLL 4 Ah hh Mokeorkckche heh chek ho nkekbukembmhenbenkhembhnbnbondkmbembonhnbbbombemhenhenbenbmhenbehonhenbnbenbenbathhubndeondikinhiuluhinkuh tetetdddtd.ttdttdtdt NOTE: THIS PLAN IS VALID FOR ENGINEERED WOOD PRODUCTS ONLY AS PROVIDED BY HBP - (DATE OF DESIGN ; 02/19/2010 DATE OF REVISION Ss 4 < DESIGNER JULIE STEWART L J? 4 \ HUTTIG DESIGN NUMBER 002138-01 ‘ee v ( PAGE ) 2°« 2 S 1 ( SCALE: ) 1/ | ’-Q” THIS ENGINEERING IS FOR: SHEARWAL NGHOR SERED ao xxx EDDY CT = gf 2 STUD AND PLATE SILL PLATE ATTACHMENT * = APARATED: NAIL SIZE & BLOGHING aoe OR | ATTACHMENT = ty § g SHEATHING (1)| "Space @ SIZE@ | CONNECTION CAPACITY (PLF ad rm PORT TOWNSEND, WA 98368 vee en RE |e |e comm || 4% SBeS / Sec. 1707.3 (IBC) Structural Wood: (21) EDGES (7)(8) | nanincto [ANCHOR BOLT) iyacapaz | SILL PLATE ag 2a (3)(6(16) Woop BELOW| 10 CONCRETE SIZE @ sf iY} ef} iol 4 Fyn i : BELOW (10) | ANCHOR | FouNDATION He ar LO Special inspection is required for wood (9) OPTION NA (0 (42) (17) (20) (19) 8B = 9) 2 LY {3 i; shear walls where the fastener (nailing) I s Wg aN spacing is four inches or less. a yaa" = 8d @6" OC. x 16d @ 4" 0.¢. | 146d @ 6" 0.c. 5/8"@ 48"0.c] 48" 0. ox 240/335 = a2} 2 a S 8 g © Ss CH 7/46" OSB | 84.@ 4" 0.C. 2 LTP4 @ 32" | 16d @ 4" 0.C. 5/8"@32"0.C] 32"0.¢ 2x 350/440 SANHoTES ONE SIDE “ * 0.c. ane . ww . o> = 7/16" OSB i LTP4 @ 12” |(2) ROWS 16d 5/8" @ 12" 0.C 12" 0.C. 2x = Sarwar ONE siDE | 84@3" 0.6. a 0c. @6'0.c. f/8"@24"0.C] 24" 06. 3x se0/730 O 2 SZ = Shear wall nailing an as = \ g and holdowns are 7/16" 0SB | gi @oro.c 3 L7p4.@ 8" 0.¢,|(2) ROWS 16d|5/8"@8"0C.| 8" 0.C. 2x sso . = ~~ to be inspected and approved prior ONE SIDE ey a )""@4"0.0. 6/8" @16"0.C] 16" 0. 3x rj -—— fi } a t . C— a O cover. 7/16" OR el | | RS AN 5/8"GWB ONE| 8d @7" o.c. 2x 16d @ 4" o.c. | 16d @8"0.c. |5/8"@60"0.c| 60" a. 2x 75/145 — — SIDE rN — a 16d @ 4" 0.C. SN bt f 8d @ 3" 0.C. 3x LTP4 @ 6" 0.C.| & LTP5 @ 12" 6/8" @12"0.C; 12" 0.C. 3x 900/1460 = N ———~ BOTH SIDES i N = — = — SHEARWALLS MARKED WITH AN ASTERISK (+) MAY BE SHEATHED WITH 1" SMART PANEL SHEARWALL NOTES: (4) INSTALL PANELS HORIZONTALLY OR VERTICALLY - DO NOT BREAK AT RIM UNLESS STRUCTURAL RIM JOIST. (2) WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2X FRAMING SHALL BE LY STAGGERED SO JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS. (3) BLOCKING IS REQUIRED AT ALL PANEL EDGES. . (4) PROVIDE SHEARWALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE (10 ax PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY EXTERIOR OF THE BUILDING, CORRIDORS, WINDOWS, OR 9 DOORWAYS OR AS DESIGNATED ON THE PLANS. SEE PLANS FOR HOLDOWN REQUIREMENTS. \d1/ D1 DL) (5) SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. P ‘ Z x D1 ‘ ‘ (6) INTERMEDIATE FRAMING TO BE WITH 2X MINIMUM MEMBERS. FIELD NAILING IS 12" 0.C. UNLESS NOTED a ¥ OTHERWISE. (7) BASED ON 0.131” x 1-4/2" 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 BLOCKING TO TOP PLATE. eee | (8) 16d @ 4" 0.C. TYP. UNLESS NOTED OTHERWISE Li LU (9) WHERE PLATE ATTACHMENTS SPECIFY (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM OR EQUAL. ATTACH PER DETAILS. (10) ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS ¥," x3" x 3", EMBED ANCHORS A MINIMUM OF 7" INTO THE CONCRETE. (11 (41) PRESSURE TREATED MATERIALS CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED Dr) GALVANIZED (ELECTRO PLATING NOT PERMITTED) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. . Bedroom #5 (42) WHEN USING 3X PLATES FRAMING SHALL BE NAILED USING 4" X .148" 20d BOX NAILS. Master Bedroom Nook Kitchen Bedroom #2 Lmeeel| Bedroom #3 (13) 154." PLYWOOD SHEATHING MAY BE USED IN PLACE OF THE 746" OSB SHEATHING PROVIDED THAT ALL STUD LU SPACING IS 16" 0.C. MAX. (8 (44) WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING (G) CONTACT THE ENGINEER OF RECORD ° \DL/ £ FOR ALTERNATE NAILING REQUIREMENTS. aofnat (45) AT ADJOINING PANEL EDGES, (2) 2X STUDS NAILED TOGETHER MAY BE USED TOGETHER IN PLACE OF A SINGLE 3X == w Sees, a STUD. DOUBLE 2X STUDS MAY BE CONNECTED TOGETHER BY NAILING WITH 3” LONG NAILS SPACED CONSISTENTLY >> mt BSESEBLG WITH PLATE NAILING. Sm & s5£5ss. (12 (46) CONTACT THE ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST IN PLACE e255 O £es5nes = ; d L ANCHOR BOLTS. (INSPECTION MAY BE REQUIRED) see # Suse sar. (4 \d1/ TH (17) DOUBLE 2X PLATES MAY BE USED IN LIEU OF A SINGLE 3X PLATE PROVIDED HOT DIPPED (2) 8d NAILING @ 6" ON Ba 5 goer eeegs [-—_—, —_ = — CENTER IS STAGGERED BETWEEN THE TWO PLATES. TOP MUD SILL MAY BE HEM-FIR. 2525 > est Hsses Le \ot/ (18) WHERE NOTED 2X SILL PLATES MAY BE USED FOR SW3, SW4, AND SW6 WALLS INSTEAD OF 3X. SHEAR LOAD TO 22s sis 852555 x THE CONTINUOUS MUD SILL IS LESS THAN 350 PLF. SHEARLOAD TO THE WALLS IS GREATER THAN TO THE MUD SILL. SEe 5 Peto ge aS: (49) TWO MAG MAY BE USED EQUAL SPACED TO REPLACE 5/8" ANCHOR BOLTS <<" tagefoact <7 — Sy 5 (20) USE 5/8" GWB FOR SW5 WHERE SPECIFIED BY DESIGNER. Ly ' >| Powder Rm ry DWN. (21)SHEARWALL DESIGNATED WITH AN ASTERISK (*) MAY BE SHEATHED WITH 7/16 SMART PANEL OR 5/16 HARDIE = PANEL HOLD DOWN SCHEDULE rs) : oe * = Dining Room ye SIMPSON PRODUCT MODEL FASTENERS Lu < ———o| Bonus Room Utility NUMBER (4,2,3) ANCHOR BOLTS Q = CAPACITY# NAILS SCREWS ”) 7) a | E Bedroom #4 14) SDS %"x 2%" TO (2 fo) Ole (6 HDUS - 4065# N/A eS TOS MIA, | 94" ATR W/8" EPOXY EMBED > mz jo 5 6 HDUS8 - HF MEMBER F655# N/A (20ySDS %4"x 2%" TO (3) SSTB28 OR SB 7/8"x24 =|O PP) > Ny, HDUS - DF MEMBER 7870# STUDS MIN. UNO ec qin in HDU14 - 10745¢ N/A (36)}SDS axe TO 6X6 PER PLAN E = Z| W co 2 Fi = | STHD8/STHDSRJ-2210# | (2) STUDS W/ (24) 16d N/A N/A Li} <f q = |a Z ‘T» | STHD14/STHD14RJ-5025# | (2) STUDS W/ (38) 16d N/A N/A Olg |a|/O |< f/f | 78" END LENGTH + CLEAR STHDERJ_ --1 S~__ STUDER] (OL — SPAN - CS14 - 24908 ee i wa a = _ \/ _ MSTC48B3 (2) STUDS W/ (38) 16d | ‘cr fe a o fe) * ro} — [o>] __Y | —— HOLD DOWN NOTES: pa re - ot DL Livin Roo DOLL (4) INSTALL ALL SHEAR ANCHORS PER MANUFACTURER INSTRUCTIONS = Xx sx g (2) ALL METAL CONNECTORS COMING IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE S |S So a 61§° 2! MIN SHEAR WALL SIMPSON "Z-MAX", TRIPLE ZINC COATED, OR HOT DIPPED GALVANIZED FOR CORROSION PROTECTION. HW DA o5 = lt 5 ~| TI (3) SUBSTITUTION WITH NON-SIMPSON ANCHORS WITH ENGINEER'S APPROVAL. nb, OF a nf n= REQUIRED (4) STHD14RJ INSTALLATION AT RIM JOIST LOCATIONS ONLY (RJ=RIM JOIST) 2 wien Ona (5) HDU2 MAY BE USED IN PLACE OF STHD8/STHDSRJ ee ANjSm|M (Da 2 Car Garage (6) HDUS MAY BE USED IN PLACE OF STHD14/STHD14RJ Lal oO 2 = o > LEGEND e) S| —<s © STHDI4R THDI4RJ JQ |Z (oo) POINT LOAD KEY >2 5 FOR ENGINEER USE ONLY MEMBER Rt Alo lw = LIV 2000 a30 |6 38 Fo aN 0 BEAM DESIGNATOR FOR PLAN REVIEW USE ONLY (RI) | __ Lu Lud UPPER FLOOR LATERAL ENGINEERING 4| A BEAM SIZE/TYPE] , wl oO z Lom aS (8 DO NOT SCALE(1/4"=1') SV XS-Va" POL mis |2 SHEATH ALL EXTERIOR WALLS AS UNLESS NOTED OTHERUISE. al A ol C) SHEARWALL DESIGNATOR Xx) N oO STHDI4 | STHDI4 STHDI4 | STHDI4 a xe E Wu HOLDDOWN/STRAP ye a~ DESIGNATOR STD cola a _ \b1/ STHDERI Zz roa] 5 le a Ww DETAIL CALL-OUT Lu fe SEE "D" SHEETS FOR (1 Lu CORRESPONDING DETAIL zZ =< \dL/ [) wi] OF _ EIS POST CALLOUTS|M_#2 DS= DOUBLE STUD ; BB TS= TRIPLE STUD ~ R LATERA NGINEERING qed Boe AIN FL OO L E G | Bl 4x4 POST |fsso-co 40 6x6 POST LATERAL ENGINEERING ONLY GRAVITY LOAD ENGINEERING (BEAMS, FOUNDATION, ETC.) BY OTHERS DO NOT SCALE(1/4"=1') SHEATH ALL EXTERIOR WALLS AS UNLESS NOTED OTHERWISE. BUILDER TO DETERMINE IF STHD OR STHD/RJ IS APPROPRIATE. ADJUST CRAWL SPACE VENTS TO BE 12" MINIMUM AWAY FROM HOLDOUNS COPYRIGHT ©2010 HODGE ENGINEERING, INC. DO NOT ACCEPT FOR PERMIT UNLESS AN ORIGINAL RED SEAL LATERAL ENGINEERING ONLY 10 {i HORIZONTAL BELTLINE JOINT SMARTSIDE PANEL NAILING (1) sMARTSIDE PANEL SIDING (2) 2x BLOCKING (MAY BE FLAT) (3) FLASHING (4) 3/8" MIN. GAP (5) ALIGNMENT BEAD (@) ve" GAP C1) DOUBLE ROW OF NAILS (PER PLAN) DOUBLE PORTAL FRAME (TWO BRACED PANELS) a ge EXTENT OF HEADER EXTENT OF HEADER SINGLE PORTAL FRAME (ONE BRACED PANEL) + is i a a Or iii dis: oO 7 > tewned a | 6'-I8 old | | 4 H : : | i | : © ft 4 i tt e o- 1 O ft | rey +} ~~ ! a ar (1) FOR SHEAR MIN. 3"XIlf" NET HEADER PER PLAN MAY BE LARGER FASTEN SHEATHING TO HEADER W/ 2d COMMON OR GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND 3" OC. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. (3) FASTEN TOP PLATE TO HEADER W/ TWO ROUS OF 16D SINKER NAILS AT 3" OC. TYP. (4) L9TA24 OPPOSITE SHEATHING (5) MIN. WIDTH=I6" FOR ONE STORY STRUCTURES, 24" FOR USE IN THE FIRST OF TWO STORY STRUCTURES CD) Wie" OB SHEATHING MIN. STHDI4 OR HDUS W/SB220 (9) STHDS SINGLE PORTAL FRAME (O 3" ANCHOR BOLT W/ MIN 3"%3"%229" PLATE WASHER @— oA i SECTION A-A SIDE ELEVATION Cl) FoR A PANEL SLICE (IF NEEDED), (2) HEADER EXTENDED OVER (G MIN. (2) 2x4 - ALL DFY2 STUDS OR (2)2x6 PANEL EDGES SHALL BE BLOCKED, AND OCCUR WITHIN 24" OF MID-HEIGHT. ONE ROW OF TYP. SHEATHING TO FRAMING NAILING IS REQUIRED. IF 2x4 BLOCKING IS USED, THE 2x4'S MUST BE NAILED TOGETHER WITH (3) léd SINKERS. SHEARWUALL L @ STAGGER SHEATHING /8" GAP REQUIRED BETWEEN SHEETS (2) 8d NAILS @ 6" OC. AT "BIRD BLOCKING' SHEATHING BREAK EXTEND WALL SHEATHING TO TOP OF DOUBLE TOP PLATE (4) SIMPSON HI (UNO) HURRICANE TIE TYPICAL @ EACH TRUSS/RAFTER TO TOP PLATE INTERSECTION MFR TRUSSES @ 24" OC. W/ PLAN ROOF SHEATHING NAIL W/ 8d @ 6" OC. FOR PANEL EDGES AND 12 OC. IN FIELD SMARTSIDE INSTALLATION Sa FIG R6O021062 / IBC FIG 2308332 Di | PORTAL FRAME .) D1 TYPICAL ROOF SHEATHING am Oy, © ° ? @ 7 oleh — & \ + SEE SHEARWALL TABLE ™ FOR ADDITONAL NAILING IBC TABLE 2304.31 Re m s e n Lo * (1) 2x SOLE PLATE TO RIM Wied ® 6" OC. UNO. * (2) 3/4 T&G TO RIM: Bd @ 6" OC. (3) 2x OR MFR FLOOR JOIST Z (4) RIM TO TOP PLATE W/léd @ 4" OC. UNO. * (65) JOIST TO TOP PLATE (3) 8d TOENAILED x SHEATHING TO STUD SEE SHEAR WALL SCHEDULE (CT) DBL 2x TOP PLATE W/(2) lod @ 16" OC. 2x ALIGN STUD W/ FLOOR JOIST ©) MULTIPLE STUDS FOR POINT LOAD FROM ABOVE (© sQuasH BLOCKS REQUIRED UNDER ALL POINT LOADS (ID RIM BOARD TO FLOOR JOIST W(3) lod (1 cd) 4X4 POST UNO. PT. POSTS IF LESS THAN 3" FROM SOIL 4' TALL POST CONNECTION: GUSSET ONE SIDE ONLY WIDTH OF POST W/ (510d TYPICAL FLOOR TO FLOOR CONNECTION \ov) STRINGERS SPANNING OVER © STEPS MUST BE SUPPORTED W/4X6 BEAM ON 4x4 POSTS. POST TO 18" CONCRETE FOOTING FLOOR JOIST OR LANDING 2X4 LEDGER W2) lOd @ 6" OC. (3)(3) 2x12 STRINGERS 5-1/2" MINIMUM MATERIAL @ DIAGONAL BETWEEN RISE AND RUN UPPER FLIGHT OF STAIRS SUPPORTED ON 3/4 T&G 8d NAILED @ 6" OC @ PANEL EDGES I2" OC. FIELD 2X4 THRUST BLOCK W/lOd @ 6" OC. NAIL TO LANDING JOIST (1) 3/4" T&G SUBFLOOR (8) 2x8 LANDING JOIsTé lod @ 6" OC. RIM TO TOP PLATE A34 FRAMING ANCHORS @ STRINGER TO JOIST OR LSCZ CONNECTOR (I) NOTCH STRINGER TO REST ON LEDGER 2X TREADS W/(3) lOd GB) 4'-8' POST CONNECTION: GUSSET BOTH SIDES W/O) lOd NAILS. 45 DEGREE 2x4 LATERAL BRACE W4)led GUSSET @ GIRDER SPLICE. FULL DEPTH GUSSET EACH SIDE (lO)10d. MIN 4x6 POST (5) 3/4"T#G SUBFLOOR 8d NAIL AND GLUE TO JOISTS. 6" OC. ® PANEL EDGES 12" O.. FIELD NAILING BLOCK ALL BEARING (6) SIMPSON AB POST BASE (1) Do NoT cut INTO 45 DEGREE SHEAR CONE OF UNDISTURBED SOIL 6) 30* FELT EA. COURSE 6" OSB SHEATHING UNO. MANUFACTURED TRUSSES (OR 2X RAFTERS 4 CLG. JSTS.) BLOUWN-IN INSUL (PER ARCH) 1/2" GUB CEILING G|. GUTTER ON 5/4x8 FASCIA (PER PLAN) (3) SIDING (PER ARCH) 5* BLDG PAPER (OR TYVEK) 1/16" SHEATHING (PER PLAN) 2x6 HE STUDS @ I6"OC. BATT INSUL (PER ARCH) 1/2" GWB WALL STRUCTURAL 2X RIM OR 1-3/4" LVL FLOOR FINISH 3/4" T&G SUB FLOOR W/lOd NAILS (6) FLOOR JOIST (PER PLAN) BATT INSUL. (PER ARCH) (OVER UNHEATED SPACES) 1/2" GWB CEILING 2x BOTTOM PLATE ATTACHMENT TO (1) cut TOP PLATE OR DROP BEAM DO NOT CUT BEAM (2) DOUBLE TOP PLATE SIMPSON STI3 STRAP TIE W/(14) |Od OR DROP BEAM W/ CONTINUOS TOP PLATE (4) (6) led NAILS (5) (2) ld NAILS @ 16" OC. (@) BEAM PER PLAN @ 2X CRIPPLES PLYWOOD FILLER (AS REQUIRED) (9) HEADER PER PLAN (9 (2) led NAILS ap DOUBLE 2X CRIPPLE STUDS MIN. FOR >6@' OPENING UNO STRUCTURAL RIM PER SHEAR WALL SCHEDULE 2) Oy OSB SHEATHING W/ LONG DIMENSION PARALLEL TO STUDS 8d NAILS @ 6'OC. AT EDGES AND 8d NAILS @ 12" OC. IN FIELD UNO. ON SHEAR WALL SCHEDULE (3) STRUCTURAL RIM ATTACHMENT TO TOP PLATE PER SHEAR WALL SCHEDULE (10) MUD SILL TO STUD WALL (2) lod THRU NAIL TYP (3) lod THRU NAIL FOR SUB SW4 SHEAR WALLS (Il) 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 (12) CRAWL SPACE (13) SLAB ON GRADE OPTION TUl TYPICAL LADDER BLOCKING SHOWN W/ TUl & 2x (1) 3/4 T&G FLOOR (2)8d @ 4'0C. (3) TJ PARALLEL OR TV! BLOCKING 4)ed 6 4" OC. STAGGER SIDES. NAIL THROUGH TOP OF FLANGE. DO NOT TOE-NAIL (5)(3) led NAILS (@)2x4 FLAT @ Io" OC. ONE? 8d NAILS EACH END (8) FLOOR JOISTS OR SOLID BLOCKING (9) A35 © 16" OC. OPTION OR STUDWALL EACH STRINGER (12 /6» DIMENSIONAL W/ SIMPSON A325 L_ DIMENSIONAL TYPICAL 63 STAIR LANDING CONNECTION \dL/ TYPICAL WALL SECTION AND SHEARWALL NAILING \or) INTERIOR SHEAR WALL TO JOIST ABOVE CONNECTION \dL/ 2 PLATE (12)2x6 BLOCKING W ([])2x@ BLOCKING 8d@3"0.C. TO TOP (1) SHEAR WALL (2)2x PRESSURE BLOCK BETWEEN W/(3) 10d @ EACH 2X OR 3X BOTTOM PLATE PER SHEARWALL SCHEDULE W/lode4" OC. INTO 2X PLATE OR FOR 3X PLATE USE SIMPSON 1/4"x4$" SDS SCREWS (4) 3/4" T&G FLOORING (5) TRUSS/RAFTER PER PLAN (@)HI EACH TRUSS (1) Vile" O88 Wed o'0c. @ PANEL EDGES 120. FIELD (B) HANGER PER TRUSS MFR (Q)2x6 LEDGER W/(3)1I0d @ 16'OC. (QBEAMRIM JOIST PER JACK TRUSS SHEAR TRANSFER PLAN 13 D1 ® INSIDE OUTSIDE CORNER 2 : @ TT ee hes] eteD SE. 6 b OUTSIDE CORNER DETAIL EIGREO2105 dd) GYPSUM WALL BOARD INSTALLED Wd COOLER NAILS @ 8" OC. OR TYPE SAY SCREWS @ 16" OC. (2) lod NAIL @ I2" OC. (UNO.) (3) 8d NAIL @ 12"OC. ON ALL FRAMING MEMEBERS NOT AT PANEL EDGES (UNO) (4) ORIENTATION OF CORNER STUD MAY VARY (5) 8d NAIL @ 6" OC. ALL FRAMING MEMBERS AT PANEL EDGES ¢ 12" OC. ON ALLFRAMING MEMBERS NOT AT PANEL EDGES ©) @d NAIL @ 6" OC. (ALL PANEL EDGESXUNO) \ IRC MIZ012 PLAN VIEW (1) WATER HEATER 2) WATER HEATER SEISMIC STRAPS LOCATED 1/3 AWAY FROM TANK CAP AND BASE. @)LAG BOLT PER SEISMIC STRAP MER ANCHOR INTO 2x STUD 4 PLACES (4) DRYWALL PER PLAN (5)2x STUDWALL G) vENT FLUTE C1) ANCHOR BASE TO WALL \ \ FROM IRC R6O2113 Ee | 7] [ ~~ pe" MIN 1) WALL FRAMING (2) MST6O OR (2) C514 BETWEEN PONY WALL¢ WALL ABOVE WHEN FOUNDATION HOLD DOUN SPECIFIED GB) WHERE FOOTING SECTION "A" |S MORE THAN 8! PROVIDE 4' CSI6 EACH SIDE OF SPLICE W/8-lod COMMON NAILS (4) SPLICE LINE () (2) 2x PLATE (©) HOLD DOWN PER PLAN () PONY WALL SHEATHING ¢ SHEAR NAILING TO MATCH WALL ABOVE 6' MAX 14" MIN PONY WALL 3) PONY WALL>6' REQ ENGINEERING FOR ADDITIONAL STORY HDU HOLD DOUN OPT IN LIEU OF STRAPS 4 INSIDE/OUTSIDE CORNER (TYP) WATER HEATER STRAPPING STEP FOOTING ¢ PONT WALL FRAMING Oy ‘ob : ey ul s ot & go S885 sha tee Egat #SG S8aRE8S ’i n c . ao, ae -2 segses Sm Q ssfass- 255 Q Esasces gee WM faszeeae | tut 5 S2a5525 95 522 90 gegettags S625 2 SePEPSSILS £22 sisses css SE2 O suHpesane zea OQ F552388s5 Lu S$ Lu << fa) = nt D fa Lu — 5 _& |S. + wz |sb 2/9 lwi> c <i) lta -|= =\¢ Liu Gia |Zie 16 s|\u |Siet ah ole |alse |< | > uu a oc fo) 3 a: aq ja 3 ss Ques jos Ssiiadglio [RS TH Olig |= | 00 7) id ilo |S owia QAKDN|S~m a (14 ZN 3 ES oO = S|, [5a 38 FO Z— (5 Zo (If gO |g 38 FO co) N ou ay [i] = = <= 66 a Lu Zz 4) |8 we |S mN if cla io Lu = _ > S Z i a & a Lu rrr a zZ ri 2 2 = Wi ol. COPYRIGHT ©2010 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 1607.1 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 = II 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) *41/3 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 PSI) 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 NOT EXCEED 5%, WITH A MAXIMUM DUST RATIO 9° ByccING US NO. 400 SEIVE = 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 II 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 sax MIN. ; MAX. W/C MIN. (2) CEMENTITOUS IER DESIGNINetP St) RATIO __ | FLYASH (PCY) Sei 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 0.45 400 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 0.131 2-1/2 10d 0.148 3 16d 0.162 3-1/2 20d 0.192 4 FASTENER TYPE DIAMETER (IN.)| LENGTH (IN.) EQUIVALENT SPACING (IN.) 8d COMMON WIRE 0.131 2-1/2 6 4 30 8d "DIPPED GALV.BOX" 0.131 2-1/2 6 4 3 8d "SHINY BOX" 0.113 2-1/2 41/2 3 2-1/2 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 2-1/2 10d COMMON WIRE 0.148 3 6 4 3 10d "HOT nee GALV. pias 3 4 5 10d " SHINY BOX" 0.134 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) 1. 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 Pp 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 3" CDX OR 74" 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. APPROVED MANUFACTURERS SPECIFIED LOUISIANA |ROSEBURGFOREST| GEORGIA MEMBER TRUSJOIST =| BOISECASCADE | baciric PRODUCTS PACIFIC 2x TIMBERSTRAND 2x GANGLAM . Fb=1700 PSI Fb=2250 PSI 20 Ck E=1300 KSI E=1500 KSI Fv=400 PSI Fv=275 PSI 1-3/4" PARALLAM |1-3/4" VERSALAM| 1-3/4" LP LVL | 1-3/4" RIGID-LAM | 1-3/4" G-P-LAM 1-3/4" SCL Fb=2900 PSI Fb=2800 PSI Fb=2950 PSI Fb=2900 PSI 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 3-1/2" PARALLAM |3-1/2" VERSALAM 3-1/2" LP LVL | 3-1/2" RIGID-LAM |2-PLY G-P-LAM* 3-4/2" SCL Fb=2900 PSI Fb=3100 PSI Fb=2950 PSI Fb=2900 PSI 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* 54/4" 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 7" PARALLAM | 7" VERSALAM 7" LP LVL 7" RIGID-LAM |4-PLY G-P-LAM* 8 SE 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 RIM BOARD OR APA / EWS PERFORMANCE RATED RIM (PRR-401) 1-1/8" MINIMUM THICKNESS RIM JOIST * - 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. APPLICATION SPECIFIED MATERIAL feign = TENES(ove FOUNDATION SILL SBX GALV (G60) > [PLATES, TOP PLATES &! 9 4y 6x OR GLULAM te LEDGERS ON (FIR) CONCRETE OR . MASONRY WAI tSi(a) ACQ, CBA, CA GALV (G185) faa 2 2X, & 4X (FIR ALV (G18 3 FRAMING, DECKING, » & AX (FIR) ACO, C68, CA aan ail i) _ | POSTSS&LEDGERS | 5x, & 4X (CEDAR) NONE GALV (G90) uu = 6X OR GLULAM (FIR) ACQ, CBA, CA GALV (G185) BEAMS AND COLUMNS 6X OR GLULAM (CEDAR) 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. GENERA: 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. FASTENING SCHEDULE FOR WOOD STRUCTURAL MEMBERS ITEM TYPE CONNECTION RAFTER OR TRUSS TO TOP PLATE TOENAIL & CONNECTOR (3) 8d & H4(U.N.0.) @ 24" 0.C. CEILING JOIST TO TOP PLATE TOE NAIL (3) 8d CEILING JOIST TO PARALLEL RAFTER FACE NAIL (3) 46d 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.¢. TOP PLATE @ INTERSECTIONS FACE NAIL (4) 16d TOP PLATE LAP FACE NAIL (8) 16d STUD To STUD FACE NAIL (2) 16d @ 24" 0. HEADER TO HEADER FACE NAIL 46d @ 16" 0.C. EACH EDGE TOP OR BOTTOM PLATE TO STUD END NAIL (2) 16d STUD TO SOLE PLATE TOE NAIL & END NAIL (3) 8d & (2)46d Nae RtEC TOE NAIL & FACE NAIL 416d @ 16" 0.C. & (3)16d @ 16" 0.C. JOISTS AT TOP PLATE, SILL OR ENA @) 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) 46d RIM JOIST TO SILL OR TOP PLATE TOE NAIL Bd @ 6" 0.C. CONTINUOUS HEADER TO STUD TOE NAIL (48d 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)46d 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.) (40#L.L.) | (20# LL.) ae UeAO LL ; mae 7 wets he (L/360 L.L.) | (L/240 L.L.) hs _ he NO. 2 D-F. MAXIMUM | MAXIMUM | NO. 2D.F. MAXIMUM | MAXIMUM MEMBER |SPACINGO.C.| Span SPAN MEMBER |SPACINGO.C.) pan SPAN 12" 10'-9" 14'-10" 12" 44-7" 13°-5" 2X6 16" 9.9" 12'-10" 2X6 16" 10-0" 41-11" 24" 8'-1" 10'-5" 24" g'-2" 9'-8" 12" 14-2" 18'-8" 12" 14-7" 17-2" 2x8 16" 42"-7" 16'-2" 2x8 16" 42"-7" 15'-0" 24" 40'-3" 13'-2" 24" 10'-2" 12'-3" 12" 47-9" 22-14" 12" 47-14" 21'-2" 2X40 16" 455" 19'-10" 2X40 16" 15'-6" 18'-5" 24" 42-7" 16'-2" 24" 42'8" 1540" 42" 20-7" 26-7" 12" 20'-9" 24'-8" 2X12 16" 17-10" 23'-0" 2x12 16" 18.0" 21'-4" 24" 44'-7" 18'-10" 24" 14-8" 17'-5" LUMBER SPECIES MEMBER SPECIES POSTS, BEAMS, HEADERS, JOISTS AND RAFTERS NO. 2 DOUGLAS FIR SILLS, PLATES, BLOCKING, ETC. NO. 2 HEM FIR STUDS : STUD GRADE HEM FIR STUDS OVER 40' 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=418 Fv=285 ALL GLB BALANCED WEST SPECIES 24F-1.8E WS. 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