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B02-0027 Plans
Delta = 110'12'53"ഀ R= 9.87'ഀ T= 14.16'ഀ if~i _ഀ L= 18.99' L Iഀ V CN- 16.19ഀ ' R,o.w.) CB= N42'00'27"Wഀ (54ഀ PHONE ~ഀ PEDESTAL EpSE.MENT r C 7 U11L{TY g G ppGE 55 } FIRE HYDRANTഀ ~J ~ 190. ~~tt 2 ~ OOK Iv8 (B TYPICAL 1ഀ ഀ a °ഀ ...~M-'"" WOOD oഀ POST/RAIL i....ഀ FENCE (TYP.} GRAPHIC SCALEഀ ~ 1Q 0 6 1D 20ഀ (28.0'}ഀ v ,ഀ 8,s' ~ ~ { IN FEETഀ • ii ~ w 1 inch = 10 ft.ഀ 7.0 0 m w 8a2as' v, Q ~ഀ . `mr o n? . rnഀ {11,1'} 8.7' ~ Yഀ t5.1' ~ o°ഀ FF ~Ew t,E~L SPRINKLER 5 O, m 8020.3' CONTROL GENERAL NOTESഀ ~ w ~ VALVEഀ ~ W OUTLINE OF BUILDING i0 1 PEAK LAND SURVEYING, INC. DID NOT PERFORM A' TITLE SEARCH OF THE SUBJECTഀ e d PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD, 2 8oza~z' RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE w WOOD FRAMEDഀ ~ SINGLE FAMILY PROVIDED BY STEWART TITLE OF VAIL, ORDER NO, 01428875, DATED FEBRUARY 1,ഀ ^ RESIDENCE GAS METER 2001 AT 7.45 A,M,. ~ 2,0' ltvy%ഀ ~ 0 ~ WOOD 2 LOT 8 IS SUBJECT TO AN EASEMENT TO GAS FACILITIES, INC., A PUBLIC UTILITY q 2537 AROSA DRIVE oഀ ~ ~ POST/RAIL CORPORATION, RECORDED SEPTEMBER 8, 1988 IN BOOK 213 AT PAGE 344 AS t~ Q" 3,~ FENC RECEPTION N~, 108788 IN THE OFFICE OF THE EAGLE COUNTY CLERK AND RECORDER, ',Jഀ w A ENTRY ELEV, ~ eolsa' q 7 y,ഀ ` h' w ~ ~ ~ ~ 3 NOTICE a) ~ Q - 8022,3 ~ ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASEDഀ Q t~, t OUTLINE OF BUILDING g,9' COVERED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AF1ER YOU FIRSTഀ LUT 5 DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT ~ r.. ~ LANDING Q IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE PATE OFഀ o ~ au ~ CERTIFICATION SHOWN HEREON.ഀ ~ R1DGE ELEVATION „ ~ N W~ MA1N _ SPRINKLER ~ 4 BUILDING TIES ARE INDICATED IN PARENTHESIS. ~ ,N CONTROL tiഀ WOOD 0 VALVE 5 THIS IMPROVEMENT LOCATION CERTIFICATE IS BASED ON THE FOUND PIN AND GAPSഀ Q? ~ STAIRS ~ SOUL ER I ON THE NORTH LINE OF LOT 9, BLOCK E. ~ 32,4' ~80i7,4 WALLഀ aa1s,4' OPEN ~ഀ w: nj ~ LANDING M aഀ ~ - Q SPRINKLER , _ , STAIRSഀ CONTROL K OVER GARAGE ~ ~ഀ VALVE DEC _ 4 ~ ELEV. = 8021,9' - • - ~ഀ (33,1 } F R GARAGE ~ഀ FINISHED LOOഀ ELEV. = 8012,2' 32.4' ~ ^ ,y / 8008,9'ഀ E 80118' 8011,8 / 8019.0'.,ഀ 8ana sao9.1'ഀ ' 8 0.2' / r ELEC,ഀ METER ~ U 1 ~ ~ 1 J ~'801z.1' ~t,1ഀ ഀ f ~ ASPHALT DRIVEWAYഀ 801z,o 3ഀ s0o9s' a Y>~""ഀ a C ~ . TIERED ealt,t' - a0o~,8 ~ ~ aഀ BOULDER I P.., - 8aa~.1ഀ WALL 8o12t' ~ P.- - Qഀ p ~ ~ IMPROVEMENT LOCATION CERTIFICATE i 80120' W'ഀ P~'Sf~`t.=~'~ ~ 1 HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPAREDഀ . -N„F , ~ FOR RICH CAPLESഀ THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS 0,258 ACRES ~ NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE BUILDING OR OTHER FUTUREഀ z ~ ' cu IMPROVEMENT LINES. Ji3~ഀ ~ ~ഀ ~ I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON ~ THIS DATE, 8/28/03 ,EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THEഀ ~ rn BOUNDARIES OF THE PARCEL EXCEPT AS SHOWN THAT THERE ARE NO ENCROACHMENTS +~YUഀ _ ~ ~ UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES,ഀ ~ ~ EXCEPT AS INDICATED, AND THAT THERE IS N4 APPARENT EVIDENCE OR SIGN OF ANYഀ ~r o & O, m EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. Y + U~ ~ 111 lNUjt 7 C1T piഀ r (9p Y hi V ~ 0{~ Fq / ~i 8 sE 9p M~"N . ~ Lit p3 @ ~ .ഀ ~ r DATE. - ACഀ ° ~ 8S9 CORDON ~~j' ~ഀ 4 29.8 _r`_ഀ ~ഀ vഀ ~ir11~~9t. lAt~~,a~~ Ntpgtilitiiiglti 1ഀ ~Y~.ഀ Tഀ Delta = 110'12'53"ഀ R- 9.87'ഀ T- 14.16'ഀ L= 18.99 L tഀ CN= 16.19ഀ ow} ~ 5Q~ R. cB- N42 00 2~ wഀ PHONE ! Tഀ PEDESTAL ~,~'I EASEMEN ! ~ UTILITY ~ 2 7 ~ PAGE 659} FIRE HYDRANTഀ J Q 190, Ar rJ OOK iv~ (B TYPICALഀ .rഀ WOOD o rഀ POST/RAILഀ FENCE (TYP,} GRAPHIC SCALEഀ ~ i 5 to 2a 0 0ഀ (26.0`}ഀ pഀ V 8,s' • ~ ~ (IN FEET }ഀ • u ~ w 1 inch = 10 ft. - .y-ഀ 7 5, Q' co~4 0ഀ ~0 o c, ~ W 8a2a,s' yr ~ Q w, ~ ~ 4ഀ . o ta. ~rnഀ r {11.1'} 8,7 ~ഀ ~o 15,1'ഀ 8a ~ 4 L ~ SPRINKLER 5 0, m 8020.3' ~ Ew ~ I- CONTROL GENERAL NOTESഀ ~ w ~ VALVEഀ ' ~ W OUTLINE OF BUILDING 1 PEAK LAND SURVEYING, INC, DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT ~ a PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD,ഀ ~ aozo,z' RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE 1:f >L WOOD FRAMEDഀ c,°~ SINGLE FAMILY PROVIDED BY STEWART TITLE OF VAIL, ORDER NO, 01028676, DATED FEBRUARY 1, '~r.ഀ RESIDENCE GAS METER 2001 AT 7:45 A.M.. ~ z.o'ഀ ~ ~ WOOD T IS OBJECT TO AN EASEMENT TO GAS FACILITIES INC, A PUBLIC UTILITY a~ 2537 AROSA DRIVE o 2 LO 6 S , ~x ~ « ~ ~ Q G POST RAIL CORPORATION RECORDED SEPTEMBER 6 1968 IN BOOK 213 AT PAGE 344 ASഀ 4 ,J / Q~ q FENC RECEPTION Na 10$768 IN THE OFFICE OF THE EAGLE COUNTY CLERK AND RECORDER.ഀ a ~ ENTRY ELEV. Asa s, qഀ . ' Q _ N 3 NOTICE: ~ ~ - 8022.3' ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED -ഀ ~ OUTLINE OF BUILDING UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRSTഀ T 5.5 COVERED L , f'r 4 LANDING DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT / = or1 ~ IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OFഀ o ~w ~ CERTIFICATION SHOWN HEREON,ഀ * ,,~tl 4r 8046.6 o h.ഀ ~ RIDGE ELEVATION ~ Q MAIN SPRINKLER ~ 4 BUILDING TIES ARE INDICATED IN PARENTHESIS. N w - Qഀ WOOD pN CONTROL P M NT OCATI N CERTIFICATE IS BA5 D ON THE FOUND PIN AND CAPS VALVE 5 THIS IM ROVE E L O E Q7 ~ STAIRS ~ BOUL Eft ~ ON THE NORTH LINE OF LOT 9 BLOCK E.ഀ 32.4' 8017,4' WALL ,ഀ t, O OPEN ~ aa1s.4'.~. LANDING ~ഀ 0ഀ STAIRS ~ a SPRINKLERഀ CONTROL u.~...-- ~Dഀ z VALVE DECK OVER GARAGE ~ ~ rn E ~ഀ ~ 1^r 133'1 } FINISHED FLOOR GARAGE ~ഀ - ELEV, - 8012,2ഀ az,a' ,r °ഀ aolts' ff011,@' E eats.a.~.,ഀ z' ELEC.ഀ METER ^4 "eat z.t' ~t,t'ഀ ഀ ASPHALT DRIVEWAY ;,r,, f ~ഀ , t r ~r ~ solz.o ~ (j{ഀ 8aa9.8' ~ 1 dഀ 8007,8 TIERED 8a11,1' oഀ BOULDER ~ aaa7.1ഀ WALL 8ot2.t' -ഀ , ~ ~ V M NT LOCATION CERTIFICATE ° solz,o IMPRO E E WOOD Q'ഀ P05T/RAIL I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPAREDഀ aT ~ L NCE {TYP,} FOR RICH CAPLES ,ഀ 0.256 ACRES rn THAfi !T IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS ~ ~ NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTUREഀ w ~ IMPROVEMENT LINES,ഀ ~ 4 I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ONഀ ~ W THIS DATE, 6 26 03 ,EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THEഀ ~ ~ rn BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTSഀ ~ UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES,ഀ ~ ~ EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY O ~ S O, m EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED.ഀ N can 7 sirഀ ? ~ ~eQ r 1r,~r Q ok fias ~r 8 ~ , ~ഀ r0 90 ~'~iv . era Z~ ~ pq T DATE. - Dഀ G~ SS ~ CORDON ~ `'.F 96 4ry' COLORA . . No. 2ഀ 4 rp ~V Lഀ • ~soasഀ .a~ r `jf *i \ഀ '~~ir~ NA! 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I ~ ~ - ~ . ~ a~~ഀ li~ ~ ~ ~ ~ ~ I~11" canons&nd Or f- mpre9cpUn t i'i?inp E r' [ on thereunder Whenഀ l in viafatioa o Of f if11 5ഀ 1a ' ~ ,.r, ~ F _ INMALS: tyitij dsdictipn. DATF-; r~ഀ t xrഀ e , ~ഀ ~ PAMഀ .fir ,i.~?ഀ ' _ a 1ഀ ~ഀ ~aഀ ഀ tഀ ഀ Y V ~ ~ (~rj l f t ' ~ ~ ~ ~ /ti ~j U' ,'1 ~ v ~ ~ V' V c a.r Yffi.~~„ v i /ഀ ഀ Ii ! ~ഀ ~ t j ~ ,ഀ ~p ,n ~ /~,..ri„ ~ ~,l ~ ~ r it, _ ~~,,%.1'r", _ nഀ ~ <ഀ ,,,n . , i fഀ ~ ('i # i ~ ~ ,ഀ ~ ~ ~ ~ ~T is Mഀ ~f:ഀ ~ ~ i t f~ J- Y ~ഀ r ~ - . 1~ഀ d" r~''ഀ i-ഀ ഀ iഀ ~ . R l i ~ഀ 1 ~ -~Y ~ : 1 ~ ~-t r' r j 7ഀ i ,.,,.,_...._.r ~ ~ ~ -ഀ I a P I f' Jഀ •ഀ ~ a d ~ ~ ~ . sn a fഀ ഀ ~1; i ~ ~ ~ `',y,ഀ _ e - rഀ ~ fഀ 1 i 4 ~1ഀ f ~ F , ~ഀ R t * t ~l i % i f 7..ഀ l P { [tdl Aഀ ~ ( i ~ i ~ .i~~ഀ t { tഀ 1 ` r l``ഀ ( ~ഀ 7 f ; ' ~ i ~ഀ ഀ ,V ;t ~ t~~;.1,ഀ ഀ ~ tiഀ ഀ ഀ I{ ~ b r--ഀ t i f `t mഀ 1ഀ f J/. ~ ~ഀ ,-r ,ഀ k "'i ~ Gഀ `k'ഀ rഀ U _ ~ . Eഀ Yഀ - ` j +i[ dഀ Y ~ i p 'ഀ ~ ~ ~ i ~ഀ ti ' a K ~ iഀ ~ ~ _ ~ ~lഀ r ~ e, M k 1ഀ s ~ഀ Z i e ~ _ ~ , ' , . a 0 ~ ~ഀ 'f R r € ~ t ~ ~ഀ ഀ . ~ , w _ d ~ T i,~,~~ ~ iഀ ~ ! ~ ~ i. tഀ i'ce' ~ i t ~ t~ i~ i r ~ Iഀ t ~ k, ~ഀ ~ Sഀ Yഀ ~ w { ~ ~ ~ഀ 1 ~ ~ f " t r 1 € ~ ~ - a ~ ' -ഀ ~ V ~ ~ - ,t ~ .~M..,~.~« ti ~ ~ഀ E w~: r ~ ~ ~ഀ 1 j ~ ! f ~ [ ~ ~ iഀ I ~ i Jഀ c t r f r~ഀ ~ ~ഀ ~ ~ഀ ~ ~ ~ + t , ~ ~ഀ `ഀ ~ഀ i ~ ~ ~ ~ഀ ~ , r ~ 1 _ , ' ; ~ l~ഀ ~ . ~ ~ r~, ~ഀ l , ~ . ~ ~ a Jഀ ~ t 1 ~ ~ 4 ~ , wഀ i ~ ) 1ഀ ( i i r f iഀ Et rഀ ` tC - Sഀ iഀ ~5 f e~4eYre ~ew~el ~ 142-ഀ l~r r ub. c~ vas ~ aa~ ~rഀ rഀ z537 ~wokl ~Vvwe, vq;+~~ P~i Cau~~, Caloucd~ഀ Y Lotഀ , } t'ഀ rഀ GENERAL NOTES CAPLES REMODEL JOB X0109-06ഀ CONNECTION SCHEDULEഀ DESIGN CRITERIA:ഀ Roof Live Load (Snow) 100 psf SIMPSON H5 iഀ Roof Dead Load 15 psfഀ ' 40 sf STRUCTURAL WOOD FRAMING: Floor Lave Load p NAILING SCHEDULE SIMPSON LSSU21 O ~ o c,~`~ `ഀ Floor Dead Load 15psf a. Exce t where noted otherwise, all 2" nominal lumber„ exce t studs w•, {}C SIMPSON ITT 21L88 oar ~ C~ °ഀ Basic Wind Speed 80 mph (Exp. B) P • P , shah be Dau las Fir-Larch #2 and better, and all salad timber beams 2x floor 'oast to irder, sill or wall late toenail 3-8d Seismic Zone 1 1 g P ( )ഀ and posts 3 nominal and wider shall be Douglas Fir-Larch #2. UBC Edition 1997 b, Studs shall be Stud grade and better Douglas Fir-Larch or Hem Fir. I-'oast to irder sill ar wall late down thru bottom (2) SIMPSON HDSA, 5 1/2 BOLTS ~ ~~`,ti"rഀ J 9 „ P ( chord) 2-10d c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or 2-10d ~ SIMPSON PC66ഀ FOUNDATION DESIGN: better 2x4 or 2x6 studs per plan and shall be nailed together with 2 Sole plate to joist or blocking (face nail) 16d C~ 16" 16d C~ 16° ~ SIMPSON LUS210ഀ rows of 16d nails 6" an center along each stud. a. Design of individual and continuous footings is based an an d. Built-up beams consisting of multiple 2x members shall be nailed Top plate to stud (end nail) 2-16dഀ assumed maximum allowable bearing pressure of 2500 psf (dead together with two rows of 16d nails spaced at 12" an center, or 2-16d d SIMPSON HUS1.81 /1Oഀ load plus full five Toad}. with two rows 1/2" diameter thru-bolts spaced 24" on center. Stud to sale plate 4-8d (taena 4-8d (toenail) or ~ SIMPSON LUS28ഀ b. Footings shall be placed an the natural undisturbed soil, or e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and 2-16d (endn 2-16tl (endnail)ഀ compacted structural fill, below frost depth. better, Plates placed directly on concrete walls or slabs shall be „ c. Provide crawl space ventilation per UBC requirements. pressure-treated Hem Fir 2. Double studs (face nail) 16d ~ 24 16d ~ 24" d SIMPSON ABA44 ~ഀ d. A representative of the geotechnlcai engineer shall verify soils f. Wood beams bearing in beam pockets in concrete or masonry walls „ഀ conditions and t es Burin excavation. Because eotechnical shall bear on a treated 2x6 bearin block. Provide 1 2" I Doubled top plates (face nail) 16d t~ 16 YP g g g / c earance 16d t~ 16" ~ 5iMPSON LU526 .N M ~ ~ഀ information was not available at the time of preparation of the around end of wood beam. Block against sides of beam pocket with To lutes la s and intersections f SIMPSON LUS1O-2 2-16d ~ ~ഀ construction documents we have used assumed values based on P P p (ace nod) 2-16d treated 2x blocking to provide lateral support for beam. similar sites in the area. Construction of the foundation may not g. Within floor joists spaces beneath solid ar built-up columns noted on Continuous header, two feces 16d a~ 1 " „ Q (2) SIMPSON HDSA, 5 1/2" BOLTS „ ~ ~ഀ proceed without verifying these values. Report any discrepancies tans, blackin of area e uivalent to column above shall be rovided. P 6 P g q P along each e 16d 16 2x6 STUDS C~ 16 W/ 1/2 PLYWD. OR Ulഀ from design assumptions to structural engineer far re-evaluation Door or window trimmers consisting of a single stud do not require along each edge EXP. ANCHOR INTO CONC. OSB SHEATHING h-ഀ of faundatian design. special blocking in the joist space. Continuous header to kin stud toenail 4-8d 9 ( ) 4-8d ~ ~ഀ h. Except as noted otherwise, minimum nailing shall be provided as REINFORCED CONCRETE; specified in the "Nailing Schedule" on the drawings (UBC Table 23-II-B-1). Ceiling/floor joists, laps over partitions (face Waif) 3-16dഀ i. Bolts used for wand framing connections shah be installed with 3-16d ~ ~ ~ ~ഀ a. Concrete design is based on the "Building Code Requirements for standard washers and nuts. Ceiling/floor joists to parallel rafters (face nail} 3-16d 3-16d ~ ~ a~aഀ Reinforced Concrete (ACI 318-95). j, Unless noted otherwise, steel connectors such as those manufactured b. Structural conarete shall have a minimum 28-day compressive by the Simpson Company shall be used to join ratters, joists ar beams Solid-sawn rafter to plate 3-8d toenail, 107'-6 1 2° p ~ ~ c°ഀ strength of 3000 psi. to other beams at flush-framed conditions. Use ail specified nails. or Sim son F 3-8d toenails T,O,W, i ~ or Simpson H5 ~ II ° p m Qഀ P c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. Connector conditions not otherwise noted shall utilize Type U or Typeഀ Admixtures containin chloride salts shall not be used. HU hangers of a size specificall desi Wed for the member su orted, I-joist rafter to plate (down thru bottom chord} 2 - 12d g , y 9 PP 2-12d ( ~ 00 L 1 /2" ~ x 10„ A.B.'s C~ 48" u oഀ d. Gold weather concreting procedures shall be provided as recommended as shown in the manufacturer s published tables. Contact structural en ineer for details as re aired. Built-up corner studs 16d C~ 24" ° IN CONT. TREATED 2x6 ~ ~ ~ 16d C~ 24"ഀ in the AGI Manual of Concrete Proctice, 9 q e, Anchor bolts far beam and column bearing. plates shai) be placed. with k, Woad nailer plates installed on steel beams or concrete walls for top- „ i i~ii~~i~~~D 1 ~ Lഀ flan e hen ere shall be ri ed to match the width of the w II Budt-up beams (each member to adjacent} 16d C~ 12 setting templates, 9 9 PP a or beamഀ f. Expansion boats shall be located at a minimum of 6 bolt diameters flange. Nailer plates supporting top flange hangers from one side only along each e along each edge aഀ from concrete edge and spaced at 10 bolt diameters unless noted shall be installed flush with the face of wall or beam flange at the PI oad or OSB roof wall floor sheathin " hen er locations. y"` / / g 8d ®6 alon otherwise. 9 8d ®6" along edgesഀ Anchor boats for wood sail lutes shall be laced at 4'-0" maximum I. Manufactured joists shall be from an approved manufacturer and shall 8d C~ 12 into g• P „ P 8d C~ 12" intermediate supportsഀ spacing with one anchor bolt at 12 from each end or oorner and be equivalent in load carrying capacity and deflection criteria to ' ~ ° STAIR LANDINGഀ a minimum of two anchor bolts per piece. TJI/PRO 150 series joists in depths and spacings indicated NOTES; a.ഀ h. All exposed edges and corners shall be chamfered 3/4". on plan. Provide blocking, bracing, web stiffeners and other 1. The nails in this schedule are common wire ar box nails. If cooler, sinker, ar i. Concrete floor slabs on grade and on metal decking supported by steel accessories as required by manufacturer. are used, contact engineer for required spacing and sizes. ler, sinker, or other types of nails ° ~ഀ framing shall have sawn or tooled- control joints at a maximum spacing- m. Laminated veneer lumber (LVL) shall have the fallowing properties: 2. If staples are used, contact engineer for required spacing and sizes. 1 O4'-~ zes. A 7.0, PLYWD.ഀ of 15 -0 in each direction. Locate control joints along column grid 1. Flexural stress----------------2600 psi 3. This schedule indicates minimum re uirements for nailin . Where s ecial cond J_-- _ -ഀ 2. Modulus of elasticit - ---1 900 000 si q g p lines where passible and provide slab isolation joints around columns. y p the specified nailing indicated on the plans and details. j. conarete coverage for reinforcing steel (ACI 318-95); 3. Tension parallel to grain--------_-1850 psiഀ 1. Concrete cast against and permanently exposed to earth 3" 4. Compression parallel to grain------2310 psiഀ 2. conarete exposed to earth or weather : 5, Compression perpendicular to grainഀ A. #5 bar and smaller 1 1/2 (parallel to glue line)-------------750 psi 5ഀ B. ~6 through X18 bar 2" 6, Horizontal shear---------------285 psi 3. Concrete not exposed to weather or in contact with ground: 7. Gonneatian of multiple-member beams:ഀ A. Slabs, walls, joists (~11 bar and smaller) 3/4" A. Tap-loaded beamsഀ B. Beams; columns 1 1/2" i) Far members 12" deep or less, nail each member pp pഀ 6d ils a E V ( Tf to the next with 2 rows of 1 na' A U R t 12 o.c. ~ I I ~ STഀ REINFORCING STEEL: ii) For members greater than 12" deep, nail each member to the next with 3 rows of 16d nails atഀ a. Detailing, fabrication and placement of reinforcing steel shall be in 12" o.c. A.B. ANCHOR BOLT JST. .L.~ഀ B. Side-loaded beams JOIST accordance wRth the ACI Manual of Concrete Practice. A.F.F. ABOVE FINISHED FLOOR LAM. LAMINATEDഀ b. Except where otherwise noted an the drawings, reinforcing bars shall i) For two or three member beams, nail each memberഀ conform to AsTM S ecifiaation A615-79 and h I to the next with 3 rows of 16d Wads at 12" o.c. A.F,G. ABOVE FINISHED GRADE LONGIT. LONGITUDINAL p s a I be grade 60 except ADJ. ADJUSTABLE LTWT. LIGHTWEIGHT ties, field bent bars where permitted by note on plan, or bars to be ii} Far four member beams„ bolt through with 2 rowsഀ welded„ which shall be rode 40. of 1/2" diameter baits at 12" ac. ANCH. ANCHOR LVL LAMINATED VENEER LUMBE g iii For ea APPROX, APPROXIMATELY LSL LAMINATED STRAND RIM Mഀ c. At splices in concrete, lap bars 36 diameters. Do not weld ar use ) b ms consisting of more than four members, T_._ഀ mechanical splicing devices unless specifically approved by engineer. contact structural engineer. ARCH, ARCHITECT MAX. MAXIMUM d. At comers„ make horizontal bars continuous or provide carnet bars. n. Framing Notes: BD. BOARD MECH. MECHANICALഀ Around openings and steps in concrete, provide (2)-#5 bars extending 1, Exterior walls. BLDG. BUILDING MAT'L MATERIALഀ 2'-O" beyond edge of opening ar step. A. All exterior walls are 2x6 studs ~ 16" a.c. to a maximum BLKG. BLOCKING MANUF. MANUFACTURER „ hei ht of 12'-6" 2x6 studs ~ 12" ac. to a maximum BM.ഀ e. Extend reinforcing steel a mirnmum of 24 through cold joints. Unless g BEAM MIN. MINIMUMഀ specifically located on plan or details„ coordinate cold "aint locations height of 14 -6 , and (2)-2x6 studs ~ 16 to a maximum BOT. BOTTOM (N) NEW ~ hei ht of 17 -4 unless otherwise noted. Walls taller wrth engineer. 9 „ B.O,W. BOTTOM OF WALL NOM, NOMINALഀ f. Metric bar size conversion table: than 17 -4 shall be framed with manufactured parallam BRG. BEARING O.C. ON CENTERഀ METRIC iN~H-POUND studs, contact engineer for spacing requirements. Gap CANT. CANTILEVER OPNG. OPENINGഀ with a double to late installed to rovide overla in at #10 #3 P P P PP 9 C,J, CONTROL JOINT OSB ORIENTED STRAND BOARDഀ #13 4 earners and at intersections with other partitions. If CMU CONCRETE MASONRY UNIT P ~ overla i ~ LATE #16 ~5 p s not possible, strap top plates with metal strap GEM CEMENT pഀ ties (Simpson ST292 ar e uivalent . LYWD PLYWOOD 19 q ) CLG. # #6 CEILING R.Q. ROUGH OPENINGഀ X22 ~7 B, Gable-end walls shall be balloon-framed to the bottom ofഀ rafters or end-wall trusses unless a roved b en ineer. ~ CENTERLINE RAD. RADIUS #25 #8 PP y 9 CLR. CLEARANCE REF. REFERENCE #2g ~9 C. Floor or roof framing members must be aligned to bear :Iഀ within 5 inches of the studs beneath. COL. COLUMN REINF. REINFORCE/REINFORCEMEN' #32 ~1O " CONC. CONCRETE REQ'D RE UIRഀ 36 11 D, Provde 7/16 thick APA rated sheathing (plywood or Q ED # # CONN. CONNECTION R T,ഀ OSB},rated 24/16, exposure 1, at exterior face of exterior E RETAININGഀ walls. Black all horizontal joints, CONT, CONTINUOUS REV. REVISIONഀ BACKFILLING: E. Provide (3)-2x10 headers aver all door and window CONST. CONSTRUCTION R.S. ROUGH SAWN openings„ with one 2x6 trimmer and one 2x6 king stud C.P. CRIPPLE POST SCHED. SCHEDULEഀ a. Do not backfill against retaining wails until supporting elements are in each end, unless noted otherwise. OBL, DOUBLE SECT. SECTION dഀ place and securely anchored, or adequate shoring is installed. F. At beam bearing locations in stud waNs, provide multiple- DET. DETAIL SHT. SHEETഀ Concurrent backfilling of each side of a retaining wall to final grades stud posts equal to width of bearing member unless DIAG. DIAGONAL SIM. SIMILAR as indicated an plan or section is required unless temporary shoring is noted otherwise. DWG, DRAWING SPEC, SPECIFICATIONഀ installed. 2. interior load bearing walls: EA. EACH SQ. SQUARE Jഀ b. Verify type of fill with soils engineer and structural engineer prior to A. interior load bearing walls are 2x4 or 2x6 studs (as E.J, EXPANSION JOINT STD. STANDARDഀ backfilling: indicated on plan) C~ 16 o.c. with 1/2 gypsum ELEV, ELEVATION sTL. STEEL wallboard bath sides unless noted otherwise. Cap with a ENG. ENGINEER STRUCT. Tഀ Bauble to late installed to rovide overla in at S RUCTURALഀ . P P P PA g EQUIP. EQUIPMENT T TRIMMER GENERAL REQUIREMENTS. corners and at intersections with other partitions. If EQUIV. E DIVALENTഀ overlap is not ossible, stra to lutes with metal stra Q T&B TOP & BOTTOM P p P P P EXSTG. EXISTING T&G TONGUE & GROOVEഀ a. Structural erection and bracing; The structural drawings illustrate the ties (Simpson ST292 or equivalent}. coin leted structure with a(I elements i i B. Floor ar roof framin members must be all Wed to bear (E} EXISTING T.O.C. TOP OF CONCRETE p n the r final positions, properly g g EXP. EXPANSIONഀ within 5 inches of the studs beneath. T.O.F. TOP OF FOOTING supported and braced. The Contractor, in the proper sequence, shallഀ provide sharing and bracing as may be required during construction to G. Provide (2}-2x10 headers over all openings in wall, with EXT. EXTERIOR TA.L. TOP OF LEDGEഀ achieve the final completed structure. Gontaat the structural engineer for one 2x4 ar 2x6 trimmer and one 2x4 or 2x6 king stud F.D. FLOOR DRAIN T,O.M. TOP OF MASONRY each end, unless noted otherwise. FDTN. FOUNDATION T.O. TOP OF fഀ cansultatian (not in contract) as required: b. Existing structures: If construction adjoins an existin structure, D, At beam bearing locations in stud walls, provide mulitple- PLR. FLOOR T.O,W. TOP OF WALLഀ 9 stud pasts equal to width of bearin member unless FRMG. FRAMING THRU R contractor shall be responsible for verifying dimensions, elevations, g TH OUCHഀ framing„ faundatian and anything else that may effect the work shown noted otherwise, FTC. FOOTING TRANSV. TRANSVERSEഀ on the drawings. Underpinning„ shoring and bracin of existin 3. Flair Construction." y GA. GAUGE TS TUBE STEEL COLUMN g g A. Provide 3 j4 thick APA rated sturdifloor rated 24 GALV. iഀ structures shall be the respansibdity of the contractor. GALVANIZED TYP. TYPICAL c. Dimensions: Cheek all dimensions against architectural drawings prior o.c., tongue and groove exposure 1. Glue and nail GEN, GENERAL U.N.O. UNLESS NOTED OTHERWISEഀ to construction. Do not scale drawings. panels to all supports. Install sheathing with long G.L. GLUE-LAM VERT. VERTICAL Lഀ d. Construction practices: General Contractor is responsible for means, dimension perpendicular to joists and end joints GYP, GYPSUM GYPCRETE V,I.F. VERIFY IN / FIELDഀ methods, techniques, sequences and procedures far construction of staggered. HDR. HEADER W.F. thi r ' B. Provide solid blacking between floor joists at ail bearin WIDE FLANGE s p oJect. Notify structural engineer of omissions or conflicts g HORIZ, HORIZONTAL W.P. WATERPROOF f .ഀ between the working drawings and existing conditions. Coordinate locations, Blocking material shall match the floor joist HT. HEIGHT 1ഀ material. W.W.F. WELDED WIRE FABRIC requirements for mechanical jelectrical/plumbing penetrations through INT. INTERIOR WD, WOODഀ structural elements with structural engineer. Jabsite safet is the sole 4. Roof Construction; y A. Provide 5f8 think APA I ood sheathin rated INV. INVERTED W/ WITHഀ respons~biity of the contractor. All methods used for construction P 9 / shall be in accordance with the latest editi n exposure 1. Install sheathing with long dimension K KING STUD W/0 WITHOUT o of the UBC.ഀ e. It is the responsibility of the contractor to contact the structural perpendicular to rafters or trusses and end jointsഀ engineer at the appropriate time to perform site observation visits. staggered. ~ഀ Observation visits to the jobsite by the engineer are for determination B. Plywood sheathing shall be applied continuously over theഀ of general conformance with the construction documents and shall not primary roof members (rafters or trusses) below be construed as inspection. overframed areas to provide adequate lateral stability. i.~•ഀ f. Though every effort is made to rovide a cam lete and clear set of C. Provide wind/seismic anchors of supports far all roofഀ p P 'oasts and trusses. See naiin schedule, construction documents, discrepancies ar omissions may occur. ~ gഀ Release of these drawings anticipates cooperation and continued D. Provide solid blocking between roof rafters, trusses and communication between the aantractar, architect and engineer to lookouts at all bearing locations. Blacking material shai)ഀ provide the best possible structure. These drawings have been match rafter, truss chord, or lookout material. a. ~ഀ prepared for the use of a qualified contractor exaerienced in the 5. Wind Bracing:ഀ construction techniques and systems depicted. H waifs over 4 teet long which are sheathed with gypsum COL. ABOVEഀ wallboard on both faces and are indicated as shear walls on plan have been designed to resist wind forces inഀ accordance with Table 25-1 of the UBC.ഀ B. At shear walls, screw 1/2" gypsum wallboard to all studsഀ and to top and bottom plates with #8 X 1 1/8" drywallഀ screws at 7" maximum spacing. C. Exterior plywood or OSB wall sheathing is required unlessഀ specifically deleted by engineer.ഀ 1 TYPICAL BLKG. IN JOIST SPACE SCALE: 1 1 2" = 1%-0"ഀ S1 JOB # 0109-06ഀ ~ t~P')ഀ 15'-a 1/2" 8'-s" s'-5 1/2" MINIMUM SPREAD FOOTING SCHEDULE y° ~ഀ TYPE SIZE REINFORCING ~jd~~~~R~~ഀ A 2`-D x 2'-0 x 1'-0 (3}-#5's x 1`-6 EA, WAYഀ " B 2'-6 x 2'-6 x 1'-a (3)-~5s x 2'-a EA. WAYഀ C 3'-0 x 3'-a x 1`-O (4)-~5`s x 3'-a EA. WAY {N) STAIR FRAMINGഀ Z THESE F0011NG SIZES ARE THE MINIMUM REQUIRED FOR THE cഀ S1 NEW FRAMING LOADS TO BE SUPPORTED WITH AN ASSUMED S01L BEARING PRESSURE OF 2QOO psf. ALL EXISTING 1~ ~ hഀ z FOOTINGS SHALL BE VERIFIED AND REPORTED TO STRUCTURAL ~ ~ഀ ° 8" o ENGINEER NEW FOOTINGS MAY BE R U R , ~ 1-4 ~ EQ I EDഀ o z ~ ~ഀ T.O.F. =MATCH (E} ~ (r~`~ ~ ~ഀ 0 fib' CA ~ 4ഀ c~ ,Q ...r`'' ~ഀ J ~ഀ B w _ Z___~ A_.._..___ 2 ~ ~ Cഀ 3 -1 3 4x 1 2 C_V~ _ _ ~ ~ ~~L_L_1_1__I__I__I__~_L__L_1.~ ~ ~ ~__I__I__1 _L_l~ I ~ ~ഀ Ic- -~I Z III ~ III o I I I I I t I I I I I I I { ! I I I ~ € I I I 1 I i l ~ `t' coഀ 1 I( c~ I l I 1 1 1 ! I 1 i I I I I ! I f 11 f I I ! I I I I o o~'ഀ { I VERIFY 7,O,W, I { ~ (E) FRAMING SHOWN >wN I I I ! I I I I I I I I I I I 1 I I I I I I I I I l l l l f l l l l l l l l l l IS 1 1 1 1 1 1 1 ~ ~ഀ I i VERIFY T.O.F. 52 i { ~ DASHED I ~ C I I 1 I C ! I I I I I I 1 I I I I I I I I C Iഀ II II z II 11 0 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ~ഀ II II I I I I I I I I I ) •E I I I I I I I I I I Iഀ ~ GI I ~ I z I ~ 1 I I I C I I IY'TO ~ D+' I I I I I I I ! I ~ I I I E 1 E I 1 l I I I I" I 1 I I I I i I I I Iഀ II fl I I~ i I II 1 I I I I I I I I I I I I I l i l i l l l l l IIഀ N i i W i II 1 1 l l l l l l l l l l i i l i l l l l l l lഀ II I 1 II i i ~0~-11 I I I I i I I I~+~' I I I i I I I I I! ~1`~~.~ഀ I 7'-0" ~ 6'-0" 6'-a" 6'-a" ~'-a" II I I ! I i I I~ I I I ! 1 I I~ I I 1 I I I Iഀ I I ! i I I I I I I I I 1 I 1 I { 1 I I I dl ! I I i I 1 I 1 I I I f I l I I I I I I I~ ~ ~ഀ I II I B C G B I I I l i l l l l l l i t l l! I{ 1 I I I I~ഀ ( A ~ ~ ~ ~ I A I I I j l ! C~NT. t I I f E~(ISTI~IG ~ I tDR4~PED~ I I I ~TEEI~ I ~ B~AM ~ ~ Iഀ i- - - - - r!_~1 ! ~ _...i ""1 I I I~ t_ 't" 'h" "'f" "I' i "'""I I I I""' 1~' ~ ~ - - =~1ഀ II bl I l l f l l l l l l l l! I I I I I I I I I I I IIഀ II ~ ~ ~ ~ ~ it ,I i I~ I I II Iഀ II II III II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 II I I I I I I I I I I I I I I I I I I I I I I I I~ II F-1ഀ II ii II ~ II I I I I I I I I I I I I I I I I ! I { i I f I I i t IIഀ I I 1 1 I l l l l l l l l l l l l l l l l l l l l l l l l II H I I I I I I I I I I I I I I I I i I I I I I I I Iഀ I { I c I I I I I I I 1 I 1 I I I 1 I ! I I [ I I I I E I 1 i~ an_____~~ഀ A ~I it II ~ I I I I I I I I I I I I I i I I ! I I I I I I 1 1 1 IIഀ ` 16K 11 II (~)-2x10 I II I I I I I I I I I I I l l l l l f l l l l l l 1 II IIഀ K ~ I I I I I l l i l l l l l l i f l l l l! I l l l l II II I i i i I I i I l I I i i i r ~ ~ i I I I i i ri ~ r "rഀ 2 a E POSTS FROM i t I I 2 N 3 ,ഀ ~ ABOVE TO BE ~ I I S3 ! I PACKED SOLID I I I 53ഀ cxvJTYP li II II as 2x6 C~ TO (E} FOOTINGS, { _ 'ഀ I I ~ (9 16" O.G. TYP. I ( I I ,ഀ N ~ I I i {}T A Ii IIഀ ,I .K 11 IIഀ (E) 2x6 STUD WALL I ~ ~ s ~ ..v ~ ~ Iഀ l l (2}-2x1a I I Iഀ Il II I Pഀ {I {I I (N} 2x6 STUDS ACK OUT WEB SPACE cv ~ BTWN. JOISTS FORഀ 11 { I I ~ 16 O.C, N W E STUD PACK, TYP.ഀ I l 1 1 i ~ I I I I I 108'-9ഀ I { { I I { T.O. PLYWD. 0ഀ I 13'-O" ~ 7'_31/2" 11`_81/2" I Iഀ _ _ _ _ _ _ _ (N} TREATED I, I 2x6 BASE E)?ഀ I 4 I 11ഀ 2 -4 1 ~4 B C C B f~ ! ~ ~ ~ -I I I E FLOOR FRAMINGഀ _ _ _ _ ~ _ _ഀ {I ~ _ ~ Iഀ CI f 1 I I I fഀ CI IIഀ I I I { (E} PERMANENT WOOD ~ I I I I FOUNDATIONഀ III !I it IIഀ i I I I (3)-2x6 STUD PACKഀ II IIഀ II II rഀ o I ~ (/E FOUNDATION I I 2'-a 1" \ ) 11 IM r`ഀ I I I I I MIN.ഀ I ! I Iഀ II II , I I { (3)-5/8 ~x2 -5 THREADED nഀ ~ I I RODS W~ NUT AND WASHER, ~II~ഀ I I I I I (1) EA. C~ TOP, MID-HT. ANDഀ ~ ! I I I BOT. ■ഀ ~I { I Iഀ I .I I I i_ ~ - . ~ ~ ~ e ~ _ e _I I Iഀ L~_____._______________________________________________~ ~ഀ ~---_____._....__..__._-_._-______._______.-______.____-._..___...J i. ~ ~ ~ ~ ~ ~ v ~ L .S~ഀ c.°ഀ (E} FLOOR FRAMING u .ഀ °r .Pഀ NORTH 1aa'-a seഀ T.O. PLYWD.ഀ d . ( PLAN NOTES =====d===°- iiഀ ° 3 -2x6 STUD PACKഀ 1. ELEVATION OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: ( ) S PLACED TRANSVERSE TO iഀ T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING 1 iഀ THESE ELEVATIONS RE~:ATE TO 1a0`-0 AS A REFERENCE ELEVATION AT THE PERMANENT WOOD LOWER LEVEL FLOOR AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. FOUNDATION FRAMING 2ഀ iഀ 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SAIL BEARING VERIFY E 3ഀ CONDVIIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED, d p,~a T,O. PLYWD.ഀ 3, N REFERST 70 NEW CONSTRUCTION E TO EXISTING. VERIFY ALL ELEVATIONS.ഀ 4. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED).ഀ 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION 5. "4" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. S2ഀ WALLS UNLESS NOTED OTHERWISE. (2)-#5 DWLS x 1'-6 EPOXIED INTO VERIFY (E) 6 „ 0 X 4 HOLES FOUNDATIONഀ 6. (N) REFERS TO NEW CONSTRUCTION, (E) TO EXISTING. VERIFY ALL ELEVATIONS.ഀ 5. (N) CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" PRE-DRILLED 3/4 SPACED C~ 8" HORIZ. THICK x 16" WIDE UNLESS NOTED OTHERWISE. VERIFY ALL MINIMUM FOOTING SIZES,ഀ 1 SCALE: 3/4" = 1'-O"ഀ 6. DO NOT SCALE DRAWINGS.ഀ S2 JOB # 0109-06ഀ ഀ ~ ~ഀ c~ ; a *yb ~zഀ (N} (~}-2x6 (N) zx6 sTUD WALL 6y, ~'pjf,~ ,ഀ STUD PACK ~ oj~~ s• •~r~jFഀ TJI BLKG. PANELS BTWN. EA.ഀ N 2x6 STUD WALL VERIFY (E) 4x12 JOISTS ~ BRG., TYP,ഀ 118'-0ഀ T.O. PLYWD. N 11 7 8" TJI PRO-150 @ 16" O.C.ഀ C / / (N) STAIR FRAMING ~ഀ Q ~ ~ഀ ~ ~ഀ 8" TJl PRO-150 C~ 16" Q.C. {N} 11 7/ / U ~ഀ (E) 2x10 @ 16 O.C. Z _ ~ഀ ~ rn rnഀ VERIFY (E) 4x12ഀ 1. ~ഀ 1/2">~x7" LAG BOLTS C~ 16" O.G (N) SHEAR WALL (N) (3)-1 3/4x11 7/8 LVLഀ h J ~ഀ (E) 6x6 POST IN 1/2"~ix7" LAG BOLTS C~ 16" O.C. (N) {2)-2x6 STUD POST ~ ~ഀ {N) SHEAR WALLഀ I- L_L_l_1_J_J__I__~_L_1__ഀ 5/8"~ THREADED ROD I C I I I I i I I I I I I I I l I I 1 I 1 1 1 U ~ 1 1 1 1 i l l l i t ~ഀ ~ I I I i I I I i I I i I ~ I I I I I 1 I I i 1 I i 1 I 1 I i I I I I j ~ ~ഀ I (E} 6x6 POST IN I 1 I I I I I I I ! 1 I ! 1 I I I I I I I I I oഀ 108'-9 N SHEAR WALL I I I I I I I I I I I I I I I I I I I I I Iഀ T.O. PLYWD. I I I I I I I I I I I I I I I I I I I C I I I~ഀ 11 ~ I i l I t i i I I I I I I I I I I I I I I I I I I I ~ I I I I 9 I I l ! I I I Iഀ 4 I I ❑ I i I ! I I I i I II I I i I I ! i l l i l I I I I TJI PR -15 I 1 I I I I I Iഀ Ii ~ I I I l l l i l l l I 1 1 I ~ ~G• I I I I { I I Iഀ I I I I I l ~ I I I~ I I I I I 1 ~ I l 1 ! ~,I ! I Iഀ „ „ I i I I~ I 1 1 I 1 I (E} 2x1o ~ 16 O.C. ~ {E} 2x10 ~ 16 o.c. I I I i I I i 7 I iഀ I 1 ~ L~ ~ I I `fv I i I I I V I tഀ i dl I i I I 1 t I Iഀ I I I I I I I i 1 I Iഀ I I I I I i I I I Iഀ I I I I I ff)-6k10 BEAM ~ V co T. _ഀ ~I I I I I 1 I I I f iഀ I I I I I I i I 1 I Iഀ I I I I I I I I 1 I 3 1ഀ E 2x6 WALL I I I I I I ! 1 I I I I , I I I I I H i l lഀ a l I I I i I I I I I Iഀ I I i I I I ~ I I I I iഀ I I i 1 I I l I I I iഀ I I i I I I i 1 (Fi} 2x0 t f I Iഀ E GARAGE SLAB AND I ' ® I I I I I I I I I Iഀ 5/8 ~x0 -6 1 /4 WALL FOOLING {N} CHIMNEY FRAMING I I I I l l i l l l l lഀ EPOXY ANCHOR, RAWL I I I I I i I I I I FOiL-FAST SYSTEM OR ~ i `r,ഀ ~ D I f i! I. I I I I I EQUIVALENT Q i I I 1 1 1 1 1 1 1 1ഀ VERIFY E I I I I I ~ I i ! I i d ~ o d T,O. SLAB ~I I l I I i I I i Iഀ I I I ( I I I I 1 I ~ a I i i I i ~ I iഀ y .a _ - ~ .ഀ a~; , ~ . I 1 1 I I { I I i I d \ഀ d I I I I I I 1 I I I I I a e ~-~-_-I-_-I_-~__I__~-_~-_ f _-I-_-~~ a 0ഀ aഀ 3 SCALE: 3 4 i I i i l l l l l l i lഀ S3 I I 1 f 1 I i I I I I ~E)ഀ I I ~„r I I I 7 1 Iii „~Iഀ I I I I I I I I I I I I (E) 2x6 I I I I ~ I 1 I I 1 I Iഀ STUD WALL I I ~ (N} 2x4 STUD WALL I I ~ I I I I I I Iഀ I i 1 ti11 I I I I I I I sഀ 1 2" SHEATHING, I I i~ I I I I I I I I /ഀ 1YP, I I I. ~ ( I I I H ITYP.I I I dഀ TACHED TO I I ~ -1 1 4 4 LVL I I I I zx6 LEDGER AT I {t~) 3/ "x1 ~F tഀ RIM W/ (1)-3/4" ~ I 2x6 C~ 16 O.C, ~ --r E -x16 , VEFഀ THRU-BOLT C~ 24 O.C. ~ i ) I I I I 1 108 -9 ! I I . (N) GONT. 2x4 RIM T.0, PLYWD. i 1 I I I I I I I 1 Iഀ J i I I I I I I I Iഀ I I 1 I I I I I I IS31 Iഀ ~ (E) 2x10 ~ 16" i t I I I I I I I 7 I i ~ 3/4 PLYWD. I I 1 I I I i t I l I i i 6ഀ ~ FLOOR JOISTS ~ I) ! I ! I ~ E I I I I iഀ ~ i t I I I I ! I I C I Iഀ ~ ~ i t I I I I M I ( f I J,ഀ ~ I f l l l l l l l l ~ I iഀ w {N) 2x4 STUD WALL 3/4 PLYWD. I I i l i I I I I I I Iഀ ~ „ I I I I 1 I i i I i (EI) 2x0 ~ 2x6 ~ 16 O,C. (E} 2x$ C~ 16 O.C, z i I I I I I ~ I i I 1 iഀ ~ CUT BACK TO INSTALL i t I I I I ~ I I 9 I Iഀ (N) LVL BM. AND ~ J J 2x6 LEDGER ATTACHED TO VERIFY (E) HANGERS i t f I ! I I [ I I Iഀ m ~ RE-HANG W N JOIST I I I I I I i I I i I l ~ EA, (E} STUD W/ (3}-16d HANGERS (E} 6x16ഀ ~ ~ I - „ I I I I I I ~ I I 1 I I fl N 2 2x10 s NAILS E 2x10 C~ 16 O.C. O I I I 1 I I ~ I I I I Iഀ ~ ~ I I 1 I I I 1 1 1 1 1 1 iഀ r- (E) 2x8 PERMANENT I I I I I I i i I I I Iഀ ~ WOOD FOUNDATION 1. i I I I I i I I i I I lഀ ~ I I I I I I I 1 I I Iഀ ~~%i~i~i~i ~i~f~%~~` ~r~G~~%~ ;~~~i~~i~~~ I ~ 1_ I I I ! i i I _ _I _ഀ z ~i~`ഀ ~ 12"' ~ CONC. PIER N 3 4°~ THRU-BOLTS C~ 12" O.C. / VERIFY E1 POST ~y d d { f Wഀ ~ ~~4" .4„ CONNECTION 1ഀ {N) (2)-1 3/4x11 7/8 LVL a a C?ഀ (2)-~5 DWLS x ~Iഀ ~ N 3 -3 4" ~ E 6x6 POST / ( )ഀ ~ ~ . ~ a~ THRU-BOLTS, (1) EA, 6 C~ TOP, BOT. ANDഀ a d {IF PIER HEIGHT EXCEEDS 4'-0, MID-HT.ഀ ADD (2)-#5 VERT, BARS FULLഀ A ~ ° .d ~ ~ ~ HEIGHT OF PIER} o a ' (N} (3)-2x6 POST W"~:ഀ I :d , UNDER LVL sഀ d' Aw..~A P~Lt'tIV IVl/~~ti7.ഀ ~ ~ 1 SEE SCHED. FOR REiNF. M ~ EQ. EQ, 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICTഀ 1 (N} SIMPSON BC46Oഀ ~,_n ~ a7'_a i POST BASE,^NAILED 2. POSTS BELOW ARE INDICATED. I NON-CONTINUഀ rKVM UU15Nt UNLT 7K I Z'd T.O.F. VERIFY (E) POSTഀ °d CONNECTION 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE _ i iഀ %~%(E) CONC. SLAB NOTE: FOOTING DEPTH DETERMINED A i~~f\~ii~ 7 7 RATING 24 O.C. rഀ BY PROXIMITY TO ADJACENT FOOTING ~r d . aഀ MAINTAIN MAXIMUM SLOPE OF 1:1 4, WOOD BEAMS, EXCEPT HEADERS, ARE DROPPED 4~~ഀ 5. "0" INDICATES CONNECTION TYPE - REF. S1 Fഀ VERIFY (E} FOUNDATIONഀ 6. (N) REFERS TO NEW CONSTRUCTION, (E) TO EXISഀ 2 SCALE: 3 4" = V-001 1 SCALE: 3 4" = 1'-0„ഀ S3 S3ഀ w • \ഀ cL ° ~ ~ഀ O 'Y~ ~ Pjy:~~ ~rJ.ഀ y o~Q3;, <~RpF~~ഀ r~'Jഀ ഀ ~-~~!__i~~~~_i~"~ i ~ i -i i_-_i ~_iഀ I C I I I I I I I I^ I 1~ I~ 1 FUSEഀ I i ( 1 1 1 1 1 1 1 1 1 1 1 1ഀ I I I 1 I I I I I I I i IIIഀ I I I I I I I I I i I I III {I I I I I I ! I i I I (ilഀ I I I 1 i I I I I I I i Ili z _ഀ { I I l l I I l I I I I Illഀ ~ l l I I I I f I I I III 2 1O's orഀ 1 I I I I I 1 I 91 2 i t I I I I I I I I ! E I TJ PR -1ഀ r it I I I 1 I I I I I I I ~1g"O.Gഀ I I I I I ! I ~`i I i I Iഀ { I I I r~' . I I ~ I I I Iഀ I I 1 -~`h 1 1 I '"~i,~,~`6~ I I I I J ' I I i i ~J I I I iഀ w 1 I I I I 1 I I I Iഀ II l i l i i l l! Iഀ I I I 1 3 -~1 3 4x1 7/8 LVL I 1 (~)-1 ~ I I 3ഀ I 1 I I I I i I I i x11 7/8 L q ~ I I~ li I i l l i l l l l l lഀ I I I I I I I I I{ 1 1 1 1ഀ 1~ I„ I I { I I I I i I I VERIFY I E ~Lx1 Oi C~ 1 O.G. J I 18 : Iഀ !-.-I I i f I Iഀ ~6 I I I I I I I i i I I i l i l l l i l l i l l l lഀ I1 f II-- 6, I I I i I 1 I I I 12x~ ST DS C~ 16 =tഀ II ~ } 1 1 i I i I 1 I I I 1 SH AR AL W/ 15ഀ I I I I I I I I I ! I SH ATH NG L riഀ I I I I I I I I ! 1 N d N IL' I ISID5t~D$ ~ I I I I I I I I 0.. AL NG ALL EDഀ ~ I I I ~ I 1 (N) GHIMNEY a i I I I I F! AN ST~JDS,IBLO~Kഀ x I I~ 1 I ~'1~ ~ I f I FRAMING ~ + ED ES { I Iഀ i I I 1 I I ~ I I Iഀ I i 1 I I I i I I I 3 I 1 I I I i I I I 1 I ~Jഀ ~ I I 1 1 1 1 1 1 1 1 1 1 S3ഀ I I i i D I I E 14x12 I~ I I ~-11341178 VL ~ഀ / ~ഀ p ~ ( RIF ) j ~ ` ~6 I - YP.ഀ f 11 7 8 TI PR 1 0 dഀ 1' I ' l`1` 1 I 16 O. . } i ~ QG TYP.ഀ I > ~ഀ I G -1 3 f x I oo ( I ~ഀ - ~ - - - - t ~ഀ i r~ 11 7 f 8 LVL I 1ഀ II ~ ~ z (FLUSH) x ~ x 1 ~ d- >ഀ 11 ¢1 ~ aഀ I 1 - -ഀ I ~ _ _ _ _ 1 ~ 2 -1 3 4ഀ 1 ~ -1 3 x11 8 L / / Lഀ x11 7 8 LVL /ഀ Iഀ I i~' ~1 I tit F~ ~ഀ ~ i~ ~ L I ~ 2~, ~~1ഀ L I b'ഀ 1ഀ i 1 1 /4x11.. 7/8 TIMBERSTRAND I LSL RIM C~ FLOOR PERIMETERഀ I INDIGATED THUS, TYP.ഀ Iഀ Iഀ 1ഀ I 1ഀ Iഀ Iഀ Iഀ I 1ഀ Iഀ Iഀ L_______________________________ഀ rഀ {ഀ PLAN NUTES:ഀ 1. INTERIOR WOOD STUD BEARING WALLS AREഀ 2. POSTS BELOW ARE INDIGATED: ~ NON-Gഀ FI f1(1R SN~ATNINf; Ir, .3 /4" T(lNGl1F ANbഀ RATING 24 O.C.ഀ 4. WOOD BEAMS, EXCEPT HEADERS, ARE DR( ERS, ARE DROPPED UNLESS NOTED (FLUSH).ഀ 5. "0" INDICATES CONNECTION TYPE - REIഀ 6. (N) REFERS TO NEW CONSTRUCTION, (E)ഀ tiഀ aഀ .ഀ 2x12 DORMER RIDGE BEAM 0 0 ~ Jc~,~~L,, ~f~ nay h • ; ~oഀ ti~ t~ CONT. 2x12 STRUCTURAL ✓~!N°,,~ 4~'ഀ ~Qp~ SUB-FASCIA, TYP. ~a9 °"~~tiഀ 2k12 RAFTERS @ 24" O.C. 12 2x12 LOOKOUTS @ 24" O.C. °°i 3ഀ ~3)~~2x1ഀ 5/8" PLYWD.ഀ d TYP. @BRG, Jഀ 2x12 LOOKOUTS C~ 24", IYP. ~ഀ ~ 1 f~+ ~ ~ ~ ~ഀ CONT, 2x12 STRUCTRUAL ~ ~ ~ ~ഀ SUB-FASCIA, SEE PLAN z ~A} TYP. C~ BRG. I Iഀ ~r ~ ~ ~ ~ഀ {1)-2x6 rnrn ~ INDICATES 2x4 CRIPPLE ~ ~ xഀ CRIPPLE POST b' POST 4 4'-0 ALONG EA. [n qഀ AREA OVERFRAMED W/ 0 W/ ti OVERFAME MEMBER TO (E) ~ ~ ~ഀ 2x12 @ 24" O.C. (4)-16d NAILS INTO _ഀ (3)-2x12 2x6 STUDS @ 16" EA. RAFTER ~ _ _____~______~_____T_ _ 0 {B)lf P.L~,~ MEMBER BELOW J aഀ O.C. i r---- ~------I------I I------~ഀ EDGE OF WINDOW _ L____ J___-- _-_-_1__-- a_ ~ ~ i I I ! Iഀ (NON-BRG. TRIMMER) ~ , ~ - i i~ I i I ! Iഀ I ( I I Iഀ ~ I ( I E r- --r - --I ( I 1 Iഀ ' I i I I fഀ I I I l Iഀ - ' ~ I I I (3) 2x6 TRIMMERS ~ ~ i I „ ~ , ~ഀ AND (1) KING POST (E} 2x12 @ 24 O.C. t I 1 1 I I - --I 1 I I Iഀ I I r iഀ I I I I Iഀ ~~L_~ I I Iഀ I I I I I I l I I Iഀ _I I I I Iഀ i 1 1 (2)~-2x1 O Iഀ ~ ~ ~J,iഀ SCALE: 3 f 4 = 1 0 _ഀ S5 ~ ~ f -C I I ! I I 1 I I 1ഀ ' 'k I ~i I l Iഀ ' - -I I I 1 I (N) CHIMNEY ~ fഀ 12 ~1 f I I i ---I ~ FRAMING , E ~ i I I I Iഀ (E) 2x12 @ 24 O.C. r-- ' - { I Iഀ 2x12 BLKG. BTWN. ~ ? ' f ~ I I I I I r~ 1ഀ RAFTERS @BRG., TYP. ' ~ I I ! I I a=teഀ ~!_..a I i I Iഀ II I 1 ! I~- i I N~° E ! ~J I { toഀ ~ ~ ' 1 ~ 3 I ? sഀ r ( ~ f I Iഀ CONT. BEVELLED ~ 1 I I I Iഀ BRG. BLOCK I ; ~ I I 1 I I f Iഀ VERIFY (E) 4x12 ~ ~ _ ~ഀ ~ ~ ,ഀ I ! I (N 1 2 -1 13 4x9 )O Iഀ (N) 2x12 DORMER (E) STUD WALL ~ ~ _ J I ~ f 1 ~Iഀ RIDGE BEAM ~ ; f I + ~J E ' ~ ~ i~ ; E; ~ i ~1 I Iഀ I I I I~ c~ഀ CONT. 2x12 STRUCTURAL 5 8" PLYWD. N 2x6 (N) (3)-1 3/4x11 7/8 LVL ~ _I I I QO1 / ~ ,ഀ SUB-FASCIA, SEE PLAN n~.. -ഀ __L_____1__. J L_____. `--t~°----_ - X- ~ഀ i I I { cV.+ ~ toഀ ill I I ~~r iഀ E 2X6 !E ~i I I I (3)-2X12 O NOTE: BEAR HEADER @ lഀ (4)-16d NAILS INTO _ - _ r-x~- _ _ _ CORNER OF DORMER, TYP. ;~I (Iഀ EA. LOOKOUT - (NOT AT EDGE OF WINDOW) ; I 1 { I I 2 -2x6 BLKG. ~I Iഀ 2x12 RAFTERS 0 0 s~ @ 24" O.C. Iഀ 2x12 LOOKOUTS @ 24 O,C, I ~ Qy {N) (2)-1 3/4x9 1/2 LVL 80LTED TO 4 uഀ E 4x12 W 3 4" x10" LAGS @ 12" I Gഀ ~ ~ O.C. ~ 2 ~ Iഀ I S5 (1)-2x6 CRIPPLE ~ BLKG. BETWEENഀ POST @ RIDGE ~ (N) AND (E) jഀ f BEAMS I 11/ ~ Iഀ {3)-2x12 ~ ~ lഀ ~ 2x6 STUDS @ 16" W/ Iഀ 1 /2" PLYWD. OR OSB Iഀ SHEATHING (BEYOND) iഀ i Iഀ Iഀ .Iഀ 2 SCALE: 3~4" = 1 "-0" ~ 1ഀ S5 I Iഀ Iഀ Iഀ Iഀ L___________________ഀ 5 8" PLYWD. /ഀ c 1ഀ 12 ,ഀ `°'1 3ഀ i`ഀ CONT. 2x12 STRUCTRUAL SUB-FASCIA, SEE PLAN i^ഀ ഀ 2x12 RAFTERSഀ @ 24"ഀ PLAN N©TES:ഀ (4)-16d NAILS INTOഀ 2x10 BLKG, BTWN. EA. RAFTER 1, INTERIOR WOOD STUD BEARCNG WALLS ARE INDICATED ON PLCഀ RAFTERS @BRG,ഀ 2. POSTS BELOW ARE INDICATED: ~ NON-CONTINUOUS POSTS I 1.ഀ 3. ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXPA, SPA JG, EXPA, SPAN RATING 40/20.ഀ 2x6 STUDS @ 16" W/ഀ 1/2" PLYWD. OR OSB 4 " 0 " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDU SHEATHING FOR SCHEDULE.ഀ 5. ROOF BEAMS, EXCEPT HEADERS, ARE DROPPED UNLESS NOTE UNLESS NOTED AS (FLUSH).ഀ 6. (N) REFERS TO NEW CONSTRUCTION, (E) TO EXISTING. 1 SCALE; 3/4" = 1'-O" STING.ഀ S5 7. (N) ROOF RAFTERS ARE 2x12's @ 24" U.N.O. JOB # 0169-a6ഀ