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HomeMy WebLinkAboutPlansGeneral Notes: The purpose of these drawings is to graphically depict the general nature of the work to be performed. The Contractor shall confirm dimensions and select fabrication processes and techniques prior to construction. All construction and materials shall be in accordance with all applicable codes, ordinances, laws, permits, and contract documents. The contractor shall be responsible for the accurate placement of all new construction. The contractor shall confine his or her operations on the worksite to those areas previously agreed on with the owner. All materials stored on site shall be properly stacked and protected to prevent damage and deterioration. Failure to protect material may be cause for rejection of work. The Contractor shall review locations of light fixtures and other recessed ceiling and wall elements prior to framing for proper placement of these items. The contractor shall verify all field dimensions and conditions, and shall notify the architect of any variations from those items shown herein. The jobsite shall be maintained in a clean, ordered condition, free of debris and litter. The jobsite shall not be unreasonably encumbered with any materials or equipment Each subcontractor, immediately upon completing each phase of his or her work, shall remove all trash and debris as a result of his or her operation. The contractor shall do all cutting, fitting or patching of his or her work that may be required to make its several parts to fit together properly. The contractor shall not endanger any other work by cutting. excavating, or otherwise altering the total work or any other part of it, All patching, repairing and replacing of materials and surfaces cut or damaged in execution of work shall be done with applicable materials so that surfaces replaced will, upon completion, match surrounding similar surfaces. Mechanical subcontractor shall be responsible for designing and installing a code compliant heating and ventilation system. Plumbing subcontractor shall be responsible designing and installing a code compliant water, drain lines, and proper venting. Electrical subcontractor shall be responsible for designing and installing a code compliant electrical system. The Contractor shall provide all necessary blocking, backing, and framing for bathroom accessories, handrails, guardrails, electrical fixtures, mechanical equipment, recessed items, and any other items, as required. Refer to truss manufacturer's submittal for truss package details. Truss manufacturer to provide pre-engineered roof trusses and floor joists to provide compliance with Structural Engineer and IRC conventional construction provisions under the following min. loading characteristics: 40 PSF Roof Snow Load, per truss manufacturer 40 PSF Floor Live Load 60 PSF Balcony Load, if applicable The Contractor shall be responsible for arranging all necessary inspections required by Garfield County prior to covering any such portions of work. 1 CIGG Energy Compliance: (all values are minimum requirements) Ceilings and Ceilings w/ raised trusses R-38 Walls Above Grader Walls Below Grade R-1 1 Floor over unheated spaces: R-11 Slab Edge, 36" insulated: R-10 Glazing Requirement: Double Glazing i-1\JAr. ni�rts R -R 1 1 1 1 841.6' N 90°00'00" w 685.63' Rebar and Cap LS No. 31944 in Place 35.405 Acres± Telephone Ped. E` Garage 50'x30' 22.6' —�- 1 48.6' 4" Dia. PVC 5421 Communication Manhole �. —Cistem :Well (Abandoned) 12.0' tie Concrete Pad ©.• D=46°58'03" R=506.80' L=415.44' CB=N19 °07'11 "W CH=403.91' 50.0' Access & Utility Easement r\-- \ } D=11038'47" R=609.33' L=123.85' CB=S01 °27'33"E CH=123.64' Water Shut Off Water Spigot. D=94 °59'24" R=75.62' L=125.37' CB=S54 °4 6'38' E CH=111.50' Site Plan Notes: 1. All earthwork and paving shall be done in accordance with observed soil conditions and supplimented, if necessary with geotechnical recommendations. 2. Adequate precaution shall be taken to insure proper compactness of backfill around piping without damage to such piping. Backfill shall be free of rocks, concrete or other rubble which may damage or break pipe and should be placed in the trench in 6" layers. Suitable precautions shall be taken to insure permanent stability for pipe laid in filled or made ground. Section 306 IPC. 3. Provisions shall be made for the control and drainage of water around the building as required in soils report and Sec. 8401.3. Irrigation systems should not be installed in the immediate area around the building. Drainage shall not be diverted to neighboring property. Lots shall be graded so as to drain surface water away from foundation walls. The top of the foundation wall shall set at an elevation to provide grade that shall fall a minimum of 6 inches within the first 10 feet (Section R401.3). 4. All concrete for site elements shall be mixed and placed in accordance with ACI 318 latest edition, shall develop a minimum compressive strength of 3,500 PSI at 28 days, and shall be fiber reinforced. 5. Contractor shall coordinate the site earthwork with the foundation design for over excavation and structural fill placement under the building foundation if required. See fllyt-40fel4 M7 D=106°39'22" R=20.00' L=37.33' (AP Johnson -Carter Architects, P.C. 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax www.jjarch.com Copyright 2012 ztilso ova O glaaq„, .,org 04tte 1"a \**) 5 IN WET BAR: An area of a room that is designed to be used for serving of beverages, that may only have a single bar sink and no standard size kitchen appliances such as a stove, oven, dishwasher or full size refrigerator. Counter space is limited to 25 square feet. \ \ 4 N 1' 1 58'-0' rwe6p] in 42'-1'? QA r a?F ea�w011Mu411 RECREATION 3� 32- r r r 5'•0' .a' x eo• cone .0 \ \ •• 4: / 1 \ o N AIL \ \ • • • • w 1J r POOL Ej ECK r r \ •• • • • •\ 111 111 111 Pa APs 5 -Atm .3 I -71 I ,//SWIMMFN ' POOL \ , IL 3 c elk •.a welow \ L we8w /r\ •\ \ / I \ / I \ /\ / \ / \ / \ / \ \ \ I I 111 111 111 lir\---- ,7 r\ , I \ / \ / 1 \ / \ I \ / 1 / 1 \ / /1 ` / / \ / • \ • • • w / 1 ▪ \ / 1 \ I \ / \ / \ \ \ • • • • \ / \ , \ I / `\ 5814ii" // \ • I44// �Ir III III III nl Ill -i • • • \ •• • • • • JL Ill J L 8.-0. II J III POOL DECK L OiD I 1 All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. 111 111 111 J 1 L Ill J L \ \ \ • • • 7 \-1 J r • \ • • \• L/ 7 \ \ •• • • • / / / / / ,� 7 Per A Ns 9 pr - -1_/r HOT TUB II J wel Ow 09; y2 y2 I /s weft 1 8'-0' 0 3'18' 81-0• 4 P R 13'-0' metal panel roof color and proflle to match residence r r 1 1 I 1 1 Y 11 -r 4 - ■ 1 1 II 11 r r 1 1 • 1 Z\ n e is \/'0 \ m /',\ /i\ /'f\ /t\ -S /11'\ /1 W \ / 4 \ / \ / 1 \ / M \ • / r •• / 4 \ / 4 \ / 4 \ / 4 \ / 4 \ / 4 \ / \x, 4 x, 4 •\x, 4 \x/ 4 \/ 4 \x/ 4 \x/ 4 •\x/ / \ 4 / \ M / \ 4 , \ 4 / \ 4 / \ 4 / \ 4 / \ / \ r / \ 4 / \ 4 / \ 4 / \ 4 / \ 4 / \ r / \ \•, Li \, \/ \/ 11 \/ \/ \ aliI mew 7 \l—\ / \ /\ \ / • \ / A \ \ / \ / r \ / 0 \ / \X/ p \/ N \/ 1 ♦ / ♦ /x\ M /x\ M /x\ / \ 11 / \ 0 / \ 0 / \ / \a/ \N/ \a/ \ NE, Az ^ assem• b▪ ly r 4 V see shop rrwWge ▪ p I r 1 II N r 1 4 r r JL JL Jt - 1 1 1 1 1 1 1 I I 1 I 1 1 I 1 4--L 4 COVERED PATIO st. e —I—, PA •A� --4- J N SFloor Plan C)scale: 1/4" = 1'-0" W JL JI e Ill 4-- w Roof Plan scale: 1/8" = 1'-0" 2:12 31)is44rnr y poo/.5, yin --s "no/ 7 Yard 5 pr zoo 9 2EC eight' ht' j1. See A -10 -GGA m4/4 0 1 2 4 6 10 Johnson -Carter Architects, P.C. 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax www.jjarch.com Copyright 2012 1 z oi wa •Jsi 0va 48 h.3 4, ihe4.4 wok tival% tyft y Permit Set Construction Main Floor 8 Roof Plan Date: 09-12-12 1208A-09-12-12 A21 poorhouse lntsa tearing 112-0" top of Blab 100%0' 1 J r L 1 —r II II 11 L 4LL hi 41 hil J r 11rr I I I IL_ JJ L J NI 1 hi hi 41 h1 pl t JIL IL hi h1 MI hi 10 JIL J 9y4I. rr III ql III hi 111 J h II L Q 0 J 12 6,-0. South Elevation scale: 1/4" = 1'-0" p oolhouse truss beerky 1 112-0" top of iticrw r 1 1 cc B'-0' 20'-0- 4'-11' 3'-1' South Elevation relit- Ili , rat nasiapird • i rtr_a7_raAr sl/Iarj. 44.411.f�.�, it !�Ia ow._as i& tSa te._ 0 hinged casement 24" w x 60" h 10 coil East Elevation scale: 1/4" = All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. 122 to to 3 0, 2 - J 2'-0' - 01 Q -� -reaeatbn top of plate 100'-1 7/0' top of slab 100'-0- Q 1 i 19'-11Y' dock deck tap of plate recreation deck truss 0 1 2 4 6 10 (A1 Johnson -Carter Architects, P.C. 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax www.jjarch.com Copyright 2012 tJ .\t of colo ti Bcorr P 1 2 2012 203490 g O FD ARc? co y 3w oZtIti 0va N O V vi warn wok- tivix ibtft tq Permit Set Construction Exterior Elevations Date: 09-12-12 1208A-09-12-12 A31 2 •-3 1i�;r 5'-2%12_ 59'-1" 8'-1 6'-1" 6'-1" 6 1- 6'-1- B1" 3 5'-212 2Z 4L II II II II II 4 1 Tr 14 Ii1 Ill JAII L 11 I r -ilLrr I �I I le l l 111L1I1 ISI II ill lI_ 111 1I Ill 1I 11 11 I Ill 11 II JAL 11- JAIL JA L- ` J -IL JAL-----------Jil 111 41 Ip 11 III III 11 III I+ 111 Id 1; Ii II III 114 111 41 Ip I0 4 tit- lilt- -w II - 41 111 III41 111 Ij 111 Ip 11 Ie Ip 111 111 11 II JIL J1l. JIL _ _ _ JIL J,L -4— i 1 1 I 1 1 I I 1 1 1 1 1 1 I 1 L L 1... 1 J 41 III IQ J1L poolhouse tress bearing 2 2 10 II 117-0 top of slab 100•-0" m recreation top of plate 708'-t t -H - x100-0 top of slab N North Elevation scale: 1/4" = 1-0" 201-0' tp 4'-11' 9-0' 4. 2 v Tr - <2> ice - 14'-8" poolhouse truss bearing1 11a.-0" 1 1 recreation top of plate 60'-0" 5'-212 18'-0' 9�. 12'-0" T -4Y2" 3'-0" 3'-11" 6'-0" 3'-6112• 108'-1 1/8" top of slab 100'-0" 1. F n 1 w 1 40 -0"\ 12 imam West Elevation A32 scale: 1/4" = 1'-0" All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. easement 24" w x 48"h 8 cell MEN oRrilis W..iAel war Pe. eiefi‘ casement 30" w x 60'h 15 ca9 nrn 30" w x 8D'h 15 ce0 axed 30" x 32 9 ce -1 ..n . MINN rte' m tv -m ■ casement r� x 80" h 80' 10 cep poolhouse truss bearing 117-0' 111 scartaralsciriroM sz in wr it r , gra disrip r, int r it` . sop Asse 4111 ink4111 41.111710411. 441r4.111 Snell ileaupdllaps-40411 der ---;4011 svageltdiurecadley... ilabatallaidesAtilkee 91: 3'18" 9y4 3 Interior wall elev. A32 scale: 1/4" = 1'-0" i7 0 2'14" 1 9 M 4'-10" (4 Butress Dtls. "32 scale: 1/4" = 0 1 2 4 6 10 Johnson -Carter Architects, P.C. 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax www.jjarch.com Copyright 2012 z,„, ow. Z213 Ava NO amok164 (1) nomiNI it rim Permit Set Construction Exterior Elevations Date: 09-12-12 1208A-09-12-12 A32 ROOM poolhouse truss bearing recreation top of plate 108'-1 N8" 20'-0' 19-11)4• • top of slab 100'-0" bottom of grade bm. 96'-0 PIruss bearing 112'-0" -1'•ta N flnammn1.1.R.n...1ll...M.s.,. l' •.•SS.N!!• 12 1 1/2 rw1 •i •. •i .. we6c 2 A 5 1 RECREATION fc1 Building Section A41 scale: 1/4" = 1'-0" rg1 12 • • •. i •• ISI nu Pu u top of slab 100-0" bottom of grade brn. Ser -0" we1Ow POO 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IDOL 00 Building Section scale: 1/4" = All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. 4 A51 11 deck top of plate 0 1 2 4 6 10 Johnson -Carter Architects, P.C. 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax www.jjarch.com Copyright 2012 pF CO �P� SG O T t 9 r( AP 11 22012% V' •• Aj- o A, ARAN H 3w z ‘t yi �va N O Ikkas oat� Permit Set Construction Building Sections & Assemblies Date: 09-12-12 1208A-09-12-12 A41 r uu•-•; • I 1 En ■■ POO 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IDOL 00 Building Section scale: 1/4" = All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. 4 A51 11 deck top of plate 0 1 2 4 6 10 Johnson -Carter Architects, P.C. 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax www.jjarch.com Copyright 2012 pF CO �P� SG O T t 9 r( AP 11 22012% V' •• Aj- o A, ARAN H 3w z ‘t yi �va N O Ikkas oat� Permit Set Construction Building Sections & Assemblies Date: 09-12-12 1208A-09-12-12 A41 cuss bearing 112'-0" recreation top of plate 10W-1 1/8" top of stab ;00.-0- bottom of grade bm. 20'-0" 20'-0' 20'-0" 12 1,-0' 12 1 1/2 v BATH w 6t, MECH POO ROOM ='ri • 96'-0" recreation top of plate 109'-1 1%9' 5 fc1 -� Building Section A42 A51 bottom of grade bm. _ 9B._0. _ _ _ scale: 1/4" =11-0" We d Ii, 44 11-11,-11,11 1-C=11=L •!1••1•• 1••••M•••11 •iltriienelatail�i�.1 BAR I fc2 estaleeeiheansenseeneatit ett ireeetee *rani poem eons • 011,••••••••••• RECREATION HALL r C/ Pool House Door Schedule No Location Door Size Door Finish Fire Rtng Wall type Hard ware Remarks From To Width Height Thk Type Mat Core Door Frame 01 Pool Deck Exterior 3,-0" 7.-0" 2" Hinged Single Custom Insulated Custom Custom 15 cell Lockset weatherstrip, half lite 02 Pool Deck Exterior 17-0" 7-0" 2" Double Sliding Patio Custom Dbl. Glass Custom Custom T-0" Lockset weatherstrip, safety glass 03 Pool Deck Exterior 12-0" 7-0" 2" Double Sliding Patio Custom Dbl. Glass Custom Custom Pool Deck Casement Lockset weatherstrip, safety glass 04 Pool Deck Exterior 17-0" 71-0" 2" Double Sliding Patio Custom Dbl. Glass Custom Custom 10 cell rem, Lockset weatherstrip, safety glass_ 05 Pool Deck Covered Patio 6'-0" 71-0" 2" Hinged Double Custom Dbl. Glass Custom Custom 7-0' Lockset weatherstrip, full lite 06 Pool Mech Pool Deck 6'-0" 71-0" 1 1/2" Hinged Double Wood Solid Stained Stained Pool Deck, Int. Picture Privacy acoustic seal 07 Pool Deck Hall 3'-0" 7-0" 1 112" Hinged Single Wood Solid Stained Stained Pass - Thru Pool Deck, Int 08 Pool Deck EtM•deRlon 12'-0" 7-0" 2" Double Sliding Patio Custom Dbl. Glass Custom Custom 7.-0' Lockset weatherstrip, safety glass 09 Master Bedroom Master Bath 3'-0' 7-0" 1 1/2" Hinged Single Wood Solid Stained Stained Privacy 10 Utility Kitchen 7-6" 7'-0" 1 112" Hinged Single Wood Solid Stained Stained 9 cell 52 Privacy Picture 30" x 32" 14'-9" 9 cell 53 Pool Deck Picture 30"x32" 14'-9" 9 cell 111NMN•••M•1/11►•1 * W14d1 MECH of • • • Building Section scale: 1/4" = All drawings, plans, and specifications are instruments of service provided by Jeff Johnson Architectural P.C. and remain the property of the Architect. These instruments of service may not be reused without written consent by Jeff Johnson Architectural P.C. fel We6d Pool House Window Schedule Room Window Size R.O. Sill height Head height Remarks 7NooLocation Type Manuf. MdI No. 01 Bar Casement 24"x48" 7-0" 8 cell 02 Pool Deck Casement 30' x 60' T-0" 15 cell 03 Pool Deck Picture 30"x60• 7-0" 15 cell 04 Pool Deck Casement 30' x 60" T-0" 15 cell 05 Pool Deck Casement 24" x 60" 7-0" 10 cell 06 Pool Deck Casement 24' x 60' 71-0" 10 cell '#'f$. 07 Pool Deck Picture 24"x60' 71-0" 10 cell rem, 08 Pool Deck Picture 24" x 60' 7-0' 10 cell j em,. 09 Pool Deck Casement 24" x 60" 7-0' 10 cell 10 Pool Deck, Int. Picture 36" x 48" 7-0` 11 Pool Deck, Int. Picture 36" x 48' 7-0` 12 Pool Deck, Int Picture 36"x48" 7-0' 13 Pool Deck, Int Picture 36'x48" 71-0" 14 Pool Deck, Int. Picture 36" x 48" 7.-0' 15 Pool Deck, Int Picture 36"x48" 7-0" 51 Pool Deck Picture 30" x 32" 14'-9' 9 cell 52 Pool Deck Picture 30" x 32" 14'-9" 9 cell 53 Pool Deck Picture 30"x32" 14'-9" 9 cell 54 Pool Deck Picture 30" x 32" 14'-9" 9 cell 55 Pool Deck Picture 30' x 32" 14'-9" 9 cep 56 Pool Deck Picture 30' x 32" 14'-9" 9 cell Schedules 9z 0 1 2 4 6 10 Cca Johnson -Carter Architects, P.C. 136 East Third Street Rifle, CO 81650 (970) 625-0580 phone (970) 625-0581 fax www.jjarch.com Copyright 2012 y z#, oat Ze, i �va N O V vi%ls w 0 art it‘ft Permit Set Construction Building Sections & Schedules Date: 09-12-12 1208A-09-12-12 A42 8" 14'6" 14' 6" 60'0" 58'0" 14=6" 14=6" 8" 2=0"- row.EL. 100'-0 T.O.W. EL. 100'-0--\ 1P--51/2" T.O.W. EL. 100-0 T.0 3LABONGRADE EZ. (VAR/ES) 1I r' ':‘46 -29x29 WWM, OR*4 4 :I 'E. E ORT7BERMESHREINF. (SEE NOTE 15)ON 4" COMPACTED GRANULAR FILL ON COMPACTED SUBBASE PROVIDE U2"EXP JT. AT ALL WALLS & CONTROL JOINTS AT 12' NOM o/c EW.. 14'-1" 10'4 3/4" 1SLQPEFLOON , TO DRAIN \ T.D.W. EL. 100=0� 8ATi'e'ac 8•N - FD 0 SLOPE FLOOR. TO DRAIN 0 10" WALL TOWEL. 100=0 5' 113/4" r8,s1T 16'o ki POOL PAVING BY OTHERS POOL BY \N., Po/ / n -Haff rL°n5 Spec /ic 5 ma 5/ on Sfle 0A 16'0" i 2rBATt6'i POOL PAVING BY OTHERS 16=0" row EL. 100.0 3 16'0" 37/8" 11'03/4" 0 1=05/8" 6=0" 10"WALL --I-- POOL PAVING BY OTHERS 70-i✓ILL 7:0.W. EL. 100=0 6' 01/4' e eke ( G/rl Tough t K Wgov /r l5 gutred - '4 i 1h5p ovi • electric 1 f viii/ Rjo cv / 1.5 I2,uirzd Pico/P/44r1 INSpw 1lm .. LSL/26 TYP. AT WALL FOR RAI- IEkS 14'12BEAMATROOF7 CEJ K 3 ti eNI 1 4=9 3/4" 1=2" L- 2=4"--i 4" VOID FORM 13'8" (3,6 T&8 (3)15CONT #3 T/ESAT 16"0% HELICAL PIER 1=2" 2.4" 13'8" 60=0" 2'-4" 13'-8" I� 4 1=2" — 2'-4" 4=101/4" 72=0" 12'0' FOUNDATION PLAN 1 7,e't /2, / 3, 7 SCALE 1/4"= 1-0" ® INDICATES LOAD PO/NT, POST OR(5) 2x LAMINArEo S roos SIZED TO WALLS SPAN DIRECTION iCanaSon nem fear Asbon Olt Yui/rm%r/ 1i✓`ea ft TBD BYGEOTECH (2)16 DOWELS WELDED TO PIERS INSURE THAT PIER CAP AND DOWELS ARE ADEQUATEL YATTACHED TO THE PIER SHAFT HEL/CAL PIERS TO HAVE MINIMUM ALLOWABLE WORKING LOAD CAPACITY OF 25 KIPS WHEN INSTALLED WITHA MINIMUM FACTOR OF SAFETY= 20. PIERS SHALL BEAT" LEAST 2875 /NCH SINGLE 10'r 1/2" ROCK-CUTHELIX INSTALLED BYA MANUFACTURERS CERTIFIED INSTALLER. PIERS SHALL BE HELICAL STEEL PIPE PIERS AS MANUFACTURED BY /DEAL FOUNDATION SYSTEMS OR APPROVED EQUAL. PIERS SHALL BE ACCUR4TEL YLOCATl0NAT THE BOTTOM OF THE PIER CAP AS SHOWN ON THIS DRAWING. AND SHALL NOT VARY FROM THE VERTICAL DURING INSTALLATIONOFMORE THAT SIX INCHES OVER THE INSTALLED LENGTH THE GEOTECHNICAL ENGINEER SHALL WITNESS THE INSTALLATION OFALL HEL/CAL PIERS AND CONFIRM ,THAT THE SPECIFIED PIER CAPACITY OF 25 KIPS WITH A SAFETY FACTOR OF 20 HAS BEEN ACHIEVED. IF THIS CAPACITY CANNOT BEACHIEVED ADDITIONAL PIERS MAY BE REQUIRED. 131) TOTAL HELICAL PIER COUNT, FIELD VER/FY TYP/CAL HELICAL PIER DETAIL ..•. PIER SYMBOL. SEE PLAN FOR LOCATIONS SLOPED BACKF/LL 1/2'CONT. #4x36"LG EXP. JT AT 12"o/c SLAB roc EL. 100-o 1/2' HELICAL PIER w/CAP & (2)0,i:24" DOWELS INSURE THAT PIER CAP AND DOWELS ARE ADEQUATEL YATTACHED TO THE PIER SHAFT rLOCATEALL HEL/CAL PIERS Ar THE CENTER OF THE GRADE BEAM U.N.O. #3 TIES AT 16"o/c INSURE THAT GRADE BEAM IS ADEQUATELY BRACED LATERALLY PRIOR TOBACKFILL. ALL BACKF/LL T08E95% SPD MINIMUM U.N.O. DRAIN IF RECO 41",r8" FORM VOID CONT. UNDISTURBED NATURAL SOIL TYPICAL GRADE BEAM AND HELICAL PIER DETAIL lea Teter/ e/grr ?e, s%4//ir17 4e-hen/'jel /h54//Mei o'/frwic ,9- n/ed e--ivr/,red , n/4,,, / FLOOR SLAB 36' GRD BM REINF. BEYOND #4x48" AT 18"o/c SEE PLAN 36" BLOCKOUT DETAIL AT DOOR BL OCKOUTS SLAB (3)#5EW. (2) #6 CONT BEAMS, SEE PLAN SIMPSON POST CAP EPC OR PC 6x6 Posr UN.O. SIMPSONPOST BASE ABU HEL/CAL PIER POST/P/ER DETAIL SEE ARCHITECTURAL FOR ADDITIONAL DETAILS NTS. STRUCTURAL DESIGN CRITERIA THE DESIGN CRITERIA AND CODES FOR THIS PROJECT ARE AS FOLLOWS' JSNOW LOAD = 40 PSF (GARFIELD COUNTY) FLOOR LIVE L OAD = 40 PSF (2003 /BC) WIND LOAD - 90 MPH, 3 SEC. GUST (2003 /BC) SEISMIC -SITE CLASS D (2003/BC) WOOD & TIMBER = AI TC AND NDS LATEST EDITIONS STRUCTURES HAVE NOT BEEN ANALYZED FOR STABILITY DURING CONSTRUCTION REINFORCED CONCRETE NOTES 1. REINFORCED CONCRETE SHALL BE DESIGNED. MIXED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI CODE AND APPLICABLE ASTM STANDARDS PLACEMENT OF CONCRETE IN COLD WEATHER SHALL MEET THE RECOMMENDATION OF ACI 306. AND ACI 305 FOR HOT WEATHER CONCRETE PLACEMENT. 2 ALL REINFORCING BARS BE/NG PLACED BY THE CONTRACTOR, *4 OR LARGER, SHALL BE NEW GRADE 60 DEFORMED BARS. *3 SHALL BEGRADE 40 DEFORMED BARS, WHICH CONFORM TO ASTMA615 3. REINFORCING BARS SHALL NOT BE BENT OR STRAIGHTENED IN ANY MANNER WHICH WOULD BE INJURIOUS TO THE STEEL. BARS WITH KINKS OR BENDS NOT SHOWN ON THE BAR BENDING DIAGRAMS SHALL NOT BE PLACED. THE USE OFHEAT TO STRAIGHTEN OR BEND REINFORCING STEEL WILL NOT BE PERMITTED UNLESS SPEC/F/CALL YAPPROVED BY THE ENGINEER REINFORCING BARS SHALL BE PROPERLY SUPPORTED. TIED, ANDIOR ANCHORED TO PREVENT DISPLACEMENT. MINIMUM LAP SPLICES SHALL BE (32) BAR DIAMETERS U.N.O.. ANY EMBEDDED ITEMS NOT SHOWN ON THESE PLANS SHALL NOT BE PLACED IN CONCRETE WALLS, BEAMS, OR OTHER STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL. 4. CONCRETE FOR THE PROJECT SHALL BEASFOLLOWS. ASTM C-150 TYPE I/ l/ PORTLAND CEMENT WITHA WATER/CEMENT RAT/0(W/C) NOT TO EXCEED 050, ANDA MINIMUM COMPRESSIVE STRENGTH AS FOLLOWS FOUNDATION AND FLOOR SLA8 ELEMENTS = 3,000 PSI ALL CONCRETE SHALL CONTAIN 5.0%(t 1.0%/ENTRAINED AIR ATTHE POINT OF PLACEMENT AIR ENTRAINING AGENT SHALL BE SHOWN /N THEDESIGN MIX CONCRETE SHALL 8E MIXED IN APPROVED TRANSIT MIXERS MAX/MUM ELAPSED TIME FROM THE TIME THAT WATERS ADDED TO THE MIX UNTIL THE CONCRETE IS DEPOSITED IN THE WORK SHALL NOT EXCEED 90 MINUTES ONLY THOSE ADMIXTURES SPECIFIED IN THE CONTRACTORS MIX DESIGN SUBMITTAL SHA.' USED. CONCRETE SHALL BE MIXED FOR NOT LESS THAN 70 NOR MORE THAN 100 REVOLUTIONS AT MIXING SPEED PR/OR TO PLACEMENT NOM MAX SLUMP SHALL NOT EXCEED 4". 5 ENGINEERS PRIOR APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS 6 UNLESS OTHERWISE NOTED, THEMIN/MUM CLEAR DISTANCE BETWEEN THE FACE OFCONCRETEAND THE OUTSIDE OF THE REINFORCING BARS SHALL BE 1' 7 CONSTRUCT/ON JOINTS NOT SHOWN ON THE DRAW/NGS SHALL RELOCATED TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE AND THE LOCATION MUST BE APPROVED BY THE ENG/NEER. 8. BEFORE ANY CONCRETE /S PLACED, APPLICABLE DRAWINGS SHALL BE CHECKED TO DETERMINE THAT ANCHOR BOLTS, EMBEDDED STEEL, PIPING, CONDUITS. GROUNDING WIRES, OPENINGS, ETC. ARE PROPERLY PLACED 9. LATERAL SUPPORT SHALL BE PROVIDED FOR ALL WALLS DURING BACKFILLING AND CONSTRUCTION OPERATIONS 10. FOR CATHODIC PROTECT/ON, ALL UNDERGROUND CONCRETE WITH EMBEDDED PIPING OR INSERTS WHICH ARE A PART OF THE PIPING SHALL HAVE MINIMUM OF 1-1/2'CLEARANCEBETWEEN REBARSAND SUCH INSERTS ANCHOR BOLTS SHALL BESET WITH TEMPLATES 11. ANCHOR BOLT MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF ASW A307ORASTM A36. MATERIAL FOR ANCHOR BOLTS SHALL BE AS INDICATED ONA PARTICULAR DRAWING. /FNOMATERIAL IS SPECIFIED ASTM A-307 SHALL BE USED. ANCHOR BOLTS AND OTHER PROJECTING EMBEDMEN TS SHALL BE SET WITH TEMPLATES OR OTHER APPROVED METHODS TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT 12 WELDING OFREINFORCING, P/PE SLEEVES, ETC TO ANCHOR BOLTS WILL NOT BE PERMITTED UNLESS OUTLINED ELSEWHERE IN THESE NOTES. 13 ALL EXPOSED UNFORMED CONCRETE SURFACES SHALL BE OF UNIFORM FINISH AND COLOR. ALL FORMED SURFACES SHALL HAVE DEFECTS AND BLEMISHES PATCHED AND REPAIRED INA WORKMAN LIKE MANNER 14. WELDED PLAIN WIRE FABRIC FOR CONCRETE REINFORCEMENT SHALL CONFORM TOASTM A185. 15 WHERE ALLOWED ON THE PLANS SLABS ON GRADE (SOG)MAYBE REINFORCED WITH SYNTHETIC FIBER ADD/T/VE CONTAINING MINIMUM OF 1.5 LBS. OF COLLATED, FIBRILLATED POLYPROPYLENEFIBERSPER CUBIC YARD OF CONCRETE AND THOROUGHL YM/XED IN ACCORDANCE WITH THE MANUFACTURERS DIRECT/ONS. 16 SPLICES IN REINFORCING STEEL SHALL BE IN ACCORDANCE WITH DETAILS SHOWN ON THE DRAW/NGS OR INACCORDANCE W/TH THE AC/ DETAILING MANUAL (LATEST ED.) L OCA TION OF SPLICES NOT SHOWN ON THE DRAWING SHALL BE SUBJECT ro THE APPROVAL OF THE ENGINEER MINIMUM LAP SPLICE LENGTHS FOR REINFORCING BARS SHALL BE IN ACCORDANCE WITH AC/ SP -66 AC/ DETAILING MANUAL LATEST ED/TION UNLESS OTHERWISE SHOWN ON THE DESIGN DRAWINGS 17 WHEN CALLED FOR ON THE PLANS BASE PLATES. OR STEEL BEAMS RESTING ON CONCRETE ORMASONRYFOUNDATIONS SHALL RECEIVEA MIN. OF 1" STRUCTURAL NON -SHRINK GROUT UNLESS OTHERWISE NOTED ON THE DESIGN DRAWINGS. STRUCTURAL GROUT SHALL HA VEA M/N/ML/M COMPRESSIVE STRENGTH OF 5000 PSI AT28DAYS ALL GROUT SHALL BE MASTER BUILDERS CO. OR APPROVED EQUAL. 18. FOUNDATION INSULA TION, DRAIN SYSTEM, AND VENT/LAT/ON SHALL 8E AS DES/GNEDBYOTHERS 19 FOUNDATION WALLS SHALL BE ADEQUATELY BRACED LATERALLY PRIOR ro AND DURING BACKFILL AGAINST FOUNDATION WALLS. 20. WOOD PLATES SHALL BE ANCHORED TO THE FOUNDATION WITH 1/2V x 8" EMBEDMENT ANCHOR BOLTS w/ NUT 8 STEEL WASHER SPACED NOT MORE THAN 48"ON RUNS, AND NOT MORE THAN 6"42" FROM CORNERS ANDA T ALL PLATE ENDS INCLUDING BUTT SPLICES. 21. ALL EARTHWORK, GRAD/NG, COMPACT/ON, DRAINAGE FOUNDAT/ONDRAIN, AND BACKFILL SHALL BEDONE /NACCORDANCE WITH THE HPGEOTECH, INC SUBSOIL STUDY DATED 16AUGUST 2006.. JOB NO.1050623 HELICAL PEIRS SHALL BE AS SHOWN IN THEDETA/LSAND NOTES. 24"M/N MATCH HORIZ REINF. SIZE AND NUMBER TYP. TYPICAL CORNER REINF. DETAIL TYP. AT ALL WALL & FTG. CORNERS 8 INTERSECTIONS NTS 8' 12' 16' I I I Graphic Scale DO NOT SCALE DRAWING FOR COMMERCIAL OR CONSTRUCTION PURPOSES Centimeters Inches Tenths IIIIIIllll111111111111111111111 11111111111111111 1 1 1 1 1 1 1 1 1 1 aECLYOfiC DA IA ,WJE4GUNGC NONCE RIS HOAX PAU ,WI a 1100a Th' ' Pt aElYlO A' 04,6•04p CAO au rs kafCO - m In RCOGNE .';MAW ro•t w rmx +Nl• sun TSr oars WASOua r KA£N , YIatCI r AOMr M OO 4WC ;Ayr a A .QAWVS( AA",[" d OI 484747 co' Row Wm' N OIV' v.Yc PAWS Mq) Wag ATM Y C rzwrs 0' :KY CAO NIA RWf (Slag. .! (a:iN'R d rS 0b1C Mt AN(CAO Br 01411VVAC ro-,w,U At .WI %RSOYS ICavog A6 ce al. RVI AOl •,94M rs wort wxskC Ara'Ovrs O ors Ob Pen :.WI .W/ an 0" oar AIV 9wI Al40 COWL (. CAC Br OMS Cr IMO AIM ravel Ad MOO Wu "yp9q. a M GaOIAAA k wl r QfS AAr18O RAI( a r0" (u Waif Oar r,IkW 4WM NY.TY' NeC..5 "(nirrytreP REFERENCE DRAWINGS DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER REVISION RECORD 0 12 SEP 2012 ISSUED FOR CONSTRUCTION A NUMBER 11 SEP 2012 DATE ISSUED FOR APPROVAL REVISION DESCRIPTION fly;•/I ENGINEERS SEAL arerg) SWIMS C IL • S771E C7ISIL • ENG,3NEERS' ASCE RIFLE, COLORADO N.SP..E CCE.C. 970— 625-2774 DRAWING ISSUE STATUS APPROVED FOR CONSTRUCTION GIARD HOMES, INC. SNYDER POOL HOUSE DRAWN CHECKED. ACAD2010 6/12 SAK APPROVED: SCALE: 1/4" = 1'-0" FOUNDATION PLAN AND DETAILS CAD FILENAME: PROJECT NUMBER: DATE: 1 /2 SEPTEMBER 2012 GARFIELD COUNTY, COLORADO S1.2 0 (2)2x6 AT CORNERS AND AT OPENINGS, 2x8 AT 16"oc, 7.18" EXTERIOR INTER/OR SHEATHING, SHEAR WALL BLOCK/NG AND NAIL/NG. SIMPSONHD7B, 4 5650LB HOLD DOWNS OR APPROVED EQUAL AT OPEN/NGS HOLD DOWNS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS _ DIRECTIONS. ANCHORS SHALL BE AS SPECIFIED BY THE MANUFACTURER AND SHALL DEVELOP THE FULL WORK/NG LOAD OF THE HOLD DOWN J L J i!EARWALL LEVATION SOUTH POOLHOUSE WALL SCALE 1/4"= 1'-0" C#/L? /S/ 22, 76 (2)2x6 AT CORNERS AND AT OPENINGS 2x8 A7' 16"o: 1.'16"EXTER/OR& INTERIOR SHEATHING SHEAR WALL BLOCK/NG AND NAILING. SIMPSONHO7S,, 565018 HOLD DOWNS OR APPROVED EQUAL AT OPENINGS HOLO DOWNS SHALL BE INSTALLED /N ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS ANCHORS SHALL BE AS SPECIFIED BY THE MANUFACTURER AND SHALL DEVELOP THE FULL WORKING LOAD OF THE HOLD DOWN Stitt- W/t// filtent. 4-7 Alerne Ary ti . < -fitrinif is ec,Grt . c 12404111 1)04#8 • (3)STUDSATENDS TY? 2r Id AT 12"arc w/ 15'32"E,YTERIOR & INTERIOR SHEATHIN BLOCKING AND NAILING SIMPSON HOW 11,500 LS HOLD DOWNS OR yAPPROVED EQUAL AT OPENINGS. HOLD DOWNS SHALL BEINSTALLED /N iACCORDANCE WITH THE MANUFACTURERS DIRECTIONS ANCHORS SHALL BE AS SPECIFIED BY THE MANUFACTURER AND SHALL DEVELOP THE FULL WORKING LOAD OF THE HOLD DOM.. V4)7,25%14 I-21-0" 2' D"— $7)2%10 a 2r13 AT irec O hw 15/32 SHEATH/NG BOTH SIDES 10dNAILS AT4"dc SIMPSON HD12 )2x10'' 2X10BLOCK/NG tale Ifl/c' to OSTRUT ro 2x8 PLATE— FOUNDATION ----I 1 (2) 5/850's WALL BUTTRESS DETAIL (4)725" LVL SIMPSON MSTA36 STR4P OVER PLATE AT ROOF TRUSSES PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION 7-C L L e 4/0 p5I /e/b /e �. --- - 6U'U- 12'0" 8=0" J 12'0" toCC j 4'0" 4'0" 161-0" 12'0" 8'0" 2'-6" ce 12=7" ce ; 6'91/2" cc :iv 3'7' cnlir k 3d"— 6'7" s' ow 0 Z --:I w a 1 0 i 1l w a w a 0 (4)11.875 LVL (4)11.875 LVL (4)11.875 LVL (4)18"LVL (4)14'LVL co N 1 x \..,....„... 1to _ \ / 1tE\ x \4. " `� h 5'113/4" 1 16'0" 1 i 1 16'0"— - 1 Ifs 1 16''" 1 I 6=01/4" / J L J i!EARWALL LEVATION SOUTH POOLHOUSE WALL SCALE 1/4"= 1'-0" C#/L? /S/ 22, 76 (2)2x6 AT CORNERS AND AT OPENINGS 2x8 A7' 16"o: 1.'16"EXTER/OR& INTERIOR SHEATHING SHEAR WALL BLOCK/NG AND NAILING. SIMPSONHO7S,, 565018 HOLD DOWNS OR APPROVED EQUAL AT OPENINGS HOLO DOWNS SHALL BE INSTALLED /N ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS ANCHORS SHALL BE AS SPECIFIED BY THE MANUFACTURER AND SHALL DEVELOP THE FULL WORKING LOAD OF THE HOLD DOWN Stitt- W/t// filtent. 4-7 Alerne Ary ti . < -fitrinif is ec,Grt . c 12404111 1)04#8 • (3)STUDSATENDS TY? 2r Id AT 12"arc w/ 15'32"E,YTERIOR & INTERIOR SHEATHIN BLOCKING AND NAILING SIMPSON HOW 11,500 LS HOLD DOWNS OR yAPPROVED EQUAL AT OPENINGS. HOLD DOWNS SHALL BEINSTALLED /N iACCORDANCE WITH THE MANUFACTURERS DIRECTIONS ANCHORS SHALL BE AS SPECIFIED BY THE MANUFACTURER AND SHALL DEVELOP THE FULL WORKING LOAD OF THE HOLD DOM.. V4)7,25%14 I-21-0" 2' D"— $7)2%10 a 2r13 AT irec O hw 15/32 SHEATH/NG BOTH SIDES 10dNAILS AT4"dc SIMPSON HD12 )2x10'' 2X10BLOCK/NG tale Ifl/c' to OSTRUT ro 2x8 PLATE— FOUNDATION ----I 1 (2) 5/850's WALL BUTTRESS DETAIL (4)725" LVL SIMPSON MSTA36 STR4P OVER PLATE AT ROOF TRUSSES PRE-ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION 7-C L L e 4/0 p5I /e/b /e L SHEAR WALL ELEVATION- NORTH POOLHOUSE WALL SCALE' 1/4"= 1=0" J —(3)srUDSATENDS TY?. SCALE.' 1/4"= 1=0" HEADER ti 2x8 AT 16" o/c 2x8 PLATE --1 FOUNDATION—I I I I LJ 7/16" SHEATHING BOTH SIDES w/ 8dNAILS AT6"o/c S/MPSONHDS5AT ROOF TRUSS STUDS TYPICAL WALL SECTION ROOF TRUSS Th r` 1- SCALE 1/4"= 1=0" 2x8 PLATE C__ 1 T FOUNDATION -1 (4)725" LVL HEADER, SEE PLANS 2,r8 AT 16"0% 7/16"SHEATHING BOTH SIDES w/ 8dNAILS AT6"o/c LJ TYPICAL WALL SECTION SCALE: 1/4"= 1=0" WOOD FRAMING' NOTES 1. ALL WORK WITH MANUFACTURED AND SAWN DIMENSIONAL LUMBER SHALL CONFORM TOA.I. T.C. ANDND.S. LATEST EDITIONS NON-BEARING WALL STUDS, EXCEPT LAM STUDS MAY BE HEM-F/R #2 UNLESS OTHERWISE NOTED ON THE DRAWINGS. BEARING WALLS, SAWN TIMBERS, POSTS LAM STUDS, JOISTS AND R4FTERS31/2"AND LARGER SHALL BE HEM -FIR #1 O.N.O. BEARING WALLS SHALL BE2x6AT 16"o/c W/THDBBL. TOP PLATEUNO.. DOUBLE TRIMMERS SHALL BEINSTALLED ATALL STRUCTURAL HEADERS. LOAD BEARING HEADERS SHALL BE (4)-2x10x10'MAX. SPAN WITH CONTINUOUS PLYWOOD SPACERS LINO ON THE OESIGNDRAWINGS MINIMUM NAILING SHALL BE IN ACCORDANCE WITH NDS TABLES ALL EXPOSED FRAMING AND WOOD MEMBERS IN DIRECT CONTACT WITH CONCRETE ELEMENTS SHALL BE TREATED PER NDS, OR PROTECTED WITH A MOISTURE BARRIER. WOOD TREATMENT METHOD SHALL BE COMPATIBLE WITH THE ANCHOR SYSTEM USED WITH THE TREATED WOOD MEMBERS 2. INSTALLATION OF ALI FRAM/NG AND CONNECTIONS SHALL BE DONE IN ACCORDANCE WITH THENAT/ONAL DESIGN STANDARDS (NOS) 1A7ESTEDITION. INSTALL SHIMS AND EDGE CLIPS AS REQUIRED. ALL PLATE CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY OR APPROVED EQUAL FOR ALL JOISTS, RAFTERS TRUSSES. BEAMS, AND COLUMNS FOR APPROPRIATE SIZE AND SME PLATE CONNECTORS SHALL BE INSTALLED WITH NAIL SIZE ANO NUMBER FOR MAXIMUM FORCE. 3. NOTCHING OR CUTTING OF STRUCTURAL MEMBERS IS PROHIBITED UNLESS SPECIFICALL YSHOWNANDDETAILED ON THE DRAWINGS 4. MANUFACTURED WOOD PRODUCTS SHALL BE HANDLED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS ALL BEARING LENGTHS. BLOCKING, HANGERS, CONNECTORS. NAIL/NG STIFFENERS ETC. SHALL MEET THE REQUIREMENTS OF THE MANUFACTURER. 5 ALL EXTERIOR WOOD FRAME WALLS SHALL BE CONTINUOUSL YSHEATHEDWITH 7/16"OSBSHEATHINGNAILEOWITHBd GALV NAILS AT6"o/cATALL EDGES AND 12'o/cIN THE FIELD. SHEAR WALLS WHERE CALLED FOR SHALL BE NAILED WITH U 'GALV NAILS AT3"o/c ATALL EDGES AND 6"AT INTERMEDIATE FRAMING BLOCK ALL EDGES OF SHEATHING ON SHEAR WALLS FLOOR DIAPHRAGMS SHALL CONSIST OF 3/4" T&G CD PLYWOOD OR BETTER PLYWOOD SHALL BE INSTALLED WITH GLUE AND NAILS. ROOF SHEATHING SHALL BE NA/LEDANOBLOCKED SIMILAR 70 WALL SHEATHING. ROOF SHEATHING JOINTS MAY BE EDGE -CLIPPED WITH H -CLIPS INSTEAD OF BLOCKING. 6 GLUED -LAMINATED MEMBERS SHALL BE DFL -24F -V4 OR BETTER, UNLESS NOTED OTHERWISE ON THE DESIGN DRAWINGS 7 BEAM DEFLECTION SHALL BE LIMITED TO L/360 UNLESS OTHERWISE NOTED ON THE DESIGN DR4 W/NGS. TJI DEFLECT/ON TO BE LIMITED TO L/480. B. MIL Tl -PL YL VL BEAMS SHALL BE CONNECTED TOGETHER IN SUCH MANNER THAT A COMPOSITE BEAM IS ACHIEVED. MANUFACTURERS DIRECTIONS ANO INSTRUCTIONS SHALL BE FOLLOWED. COMPOSITE[ VL BEAMS TO BE2.0EMINIMUM ALL LVL BEAMS SHALL BE 1.75"x DEPTH SHOWN. 9. WOOD PLATES SHALL BE ANCHORED TO THE FOUNDATION AND SHALL BE FOUNDATION GRADE REDWOOD, OR PRESSURE TREATED HEM F/R, AND SHALL BE ANCHORED WITH 5/8"0 x 10"EMBEDMENT ANCHOR BOLTS SPACED NOT MORE THAN 48"ON RUNS, AND NOT MORE THAN 6"FROM CORNERS, AND ALL PLATE ENOS INCLUDING BUTT SPLICES 10 PROVIDE SOLID BLOCK/NG, INCLUDING WEB STIFFENERS AT TJ//s, BETWEEN ALL JOISTS AND RAFTERS AT BEARING POINTS PROVIDE RIM JOISTS OF EQUAL DEPTH AT THE PERIMETER OF ALL JOIST/RAFTER FRAMING TO INCLUDE OPEN/NGS. 11. FABRICATED METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNED FOR THE LOADS SPECIFIED AND SHALL CONFORM THE THE REQUIREMENTS (7 THE TRUSS PLATE INSTITUTE (TPI). CONNECTOR PLATES SHALL BEISCOAPPROVED WITHA MINIMUM SIZE OF3"x5" ALL CHORD MEMBERS SHALL HAVE LUMBER GRADE STAMPS. ALL WEB MEMBERS SHALL BE OF THE SAME GRADE AS THE CHORDS WITH ATLEAST 50 PERCENT OF THE WEB MEMBERS HAVING GRADE STAMP. TRUSS DESIGN AND DETAILS SHALL BE CERTIFIED BYA PROFESSIONAL ENGINEER REGISTERED /N THE STATE OF COLORADO. TRUSS MANUFACTURER SHALL PROVIDE TRUSS DETAIL DRAWINGS SHOWING AS A MINIMUM THE MEMBER SIZES, LOCATIONS, GRADES, CONNECT/ONS, BEARINGS LOADS REACT/ONS ANO ERECTION PLANS WITH TEMPORARY BR4C/NGAND HANDLING REQUIREMENTS 12 ALL CONNECTIONS REQUIRING LEAD HOLES, PILOT HOLES, SCREWS. LAG SCREWS, ETC SHALL CONFORM TO NDS. COUNTERSINKING IS NOT PERMITTED WITHOUT APPROVAL. NOTCHING OF STRUCTURAL W000 MEMBERS SHALL CONFORM TO NDS STANDARDS 13. PROVIDE SUFFICIENT WIDTH OF SAWN POSTS OR LAMINATED STUDS FOR AT LEAST 4"M/NIMUMBEARING AT ALL BEAMS AND AT BEAM SPLICES (INC. ALL MULTI --PLY (LAM.) STUD POSTS SHALL BE NAIL /GL DE LAMINATED. TED. 4' 8' 12' I I 16' Graphic Scale DO NOT SCALE DRAWING FOR COMMERCIAL OR CONSTRUCTION PURPOSES Centimeters Inches Tenths luluuu IIIIIII11111111111 1 11111111111111 I I I I I I I 1 1 ELECTRONIC DATA IN/ RCNANCE NONCE AIS WAci 9W1 WI EC RDIOED MCV DISO 4 ID %Wr RWSYnWD CO (NIA 5 ¥09b0 M M OMOOIIKi9f ;M OMNID/ 01 PE ACCIAINC Pore WlU IMT SOPS AS •YAMW&r fACDON N IICA#I7 WIC/O( COCUOTIC "APF f A P(AIIMAR( JAW° MDI( Af9Mi a AO! AO/Y_! 'I( O.pWWDK PANS HAW CP, W , Cr ce"O%R a QxW CW OM MI COMM Pd (MIM& Cr Db MAIIC AK SWIM) er IMOD SIArcS '7'IRg/ ur M. RNfy/S M@M4' n t CAO dp 9WA M:' if "pK 0I5 .N700 MOq'WK ?TORPOR Or CO CO fIA Iwt WI OYr 0' nIM(t NC 9041 MK.(xr of (PIM'.' a :T'AM.0 Or OROS Cr MS 04 DATA WWI Of POOR sin PO fOal$NIr Or A(000iMTR Df AI r GOYS COWSD 904: St IOP lir SORAa OIr craw: AO x QMOM MIWO/ IS MC PARRa E DRAWINGS LU CC LU w UJ UJ rr REVISION RECORD 0 A 12 SEP 2012 11 SEP 2012 ISSUED FOR CONSTRUCTION ISSUED FOR APPROVAL DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER NUMBER DATE REVISION DESCRIPTION paw °° Hari, /`ST 22262 - ii ry�y.�� rr m unuiv \ ENGINEERS SEAL W72.475yrny5,... OWL • STRUCTURAL • EMG/NEERS RIFLE, COLORADO 970- 625- 2774 A.SC.E NSP.E CCEC DRAWING ISSUE STATUS APPROVED FOR CONSTRUCTION GIARD HOMES, INC. SNYDER POOL HOUSE DRA ACAD2010 6/12 CHECKED.- SAK APPROVED: SCALE 1/4" = 1'-0" SHEAR WALLS ELEVATIONS AND DETAILS CAD FILENAME: PROJECT NUMBER: DATE: 1 12 SEPTEMBER 2012 GARFIELD COUNTY, COLORADO S1.3 0 nvu. — 5-21/2" Er 161-0" 2'-6" ce 12=7" ce ; 6'91/2" cc :iv 3'7' cnlir k 3d"— 6'7" s' ow Z --:I w a 1l w a w a (4)18"LVL (4)14'LVL (4)11.875"LVL (4)11.875"LVL -\.,,,,,_/ / ` _ �' tV �� cn ___ry ,-- ` 1 h\/N / ' \ \ /h X •/ • i \ i \ / o ' \ ./-7' ci / \ / \ \ 4 / \ / L SHEAR WALL ELEVATION- NORTH POOLHOUSE WALL SCALE' 1/4"= 1=0" J —(3)srUDSATENDS TY?. SCALE.' 1/4"= 1=0" HEADER ti 2x8 AT 16" o/c 2x8 PLATE --1 FOUNDATION—I I I I LJ 7/16" SHEATHING BOTH SIDES w/ 8dNAILS AT6"o/c S/MPSONHDS5AT ROOF TRUSS STUDS TYPICAL WALL SECTION ROOF TRUSS Th r` 1- SCALE 1/4"= 1=0" 2x8 PLATE C__ 1 T FOUNDATION -1 (4)725" LVL HEADER, SEE PLANS 2,r8 AT 16"0% 7/16"SHEATHING BOTH SIDES w/ 8dNAILS AT6"o/c LJ TYPICAL WALL SECTION SCALE: 1/4"= 1=0" WOOD FRAMING' NOTES 1. ALL WORK WITH MANUFACTURED AND SAWN DIMENSIONAL LUMBER SHALL CONFORM TOA.I. T.C. ANDND.S. LATEST EDITIONS NON-BEARING WALL STUDS, EXCEPT LAM STUDS MAY BE HEM-F/R #2 UNLESS OTHERWISE NOTED ON THE DRAWINGS. BEARING WALLS, SAWN TIMBERS, POSTS LAM STUDS, JOISTS AND R4FTERS31/2"AND LARGER SHALL BE HEM -FIR #1 O.N.O. BEARING WALLS SHALL BE2x6AT 16"o/c W/THDBBL. TOP PLATEUNO.. DOUBLE TRIMMERS SHALL BEINSTALLED ATALL STRUCTURAL HEADERS. LOAD BEARING HEADERS SHALL BE (4)-2x10x10'MAX. SPAN WITH CONTINUOUS PLYWOOD SPACERS LINO ON THE OESIGNDRAWINGS MINIMUM NAILING SHALL BE IN ACCORDANCE WITH NDS TABLES ALL EXPOSED FRAMING AND WOOD MEMBERS IN DIRECT CONTACT WITH CONCRETE ELEMENTS SHALL BE TREATED PER NDS, OR PROTECTED WITH A MOISTURE BARRIER. WOOD TREATMENT METHOD SHALL BE COMPATIBLE WITH THE ANCHOR SYSTEM USED WITH THE TREATED WOOD MEMBERS 2. INSTALLATION OF ALI FRAM/NG AND CONNECTIONS SHALL BE DONE IN ACCORDANCE WITH THENAT/ONAL DESIGN STANDARDS (NOS) 1A7ESTEDITION. INSTALL SHIMS AND EDGE CLIPS AS REQUIRED. ALL PLATE CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY OR APPROVED EQUAL FOR ALL JOISTS, RAFTERS TRUSSES. BEAMS, AND COLUMNS FOR APPROPRIATE SIZE AND SME PLATE CONNECTORS SHALL BE INSTALLED WITH NAIL SIZE ANO NUMBER FOR MAXIMUM FORCE. 3. NOTCHING OR CUTTING OF STRUCTURAL MEMBERS IS PROHIBITED UNLESS SPECIFICALL YSHOWNANDDETAILED ON THE DRAWINGS 4. MANUFACTURED WOOD PRODUCTS SHALL BE HANDLED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS ALL BEARING LENGTHS. BLOCKING, HANGERS, CONNECTORS. NAIL/NG STIFFENERS ETC. SHALL MEET THE REQUIREMENTS OF THE MANUFACTURER. 5 ALL EXTERIOR WOOD FRAME WALLS SHALL BE CONTINUOUSL YSHEATHEDWITH 7/16"OSBSHEATHINGNAILEOWITHBd GALV NAILS AT6"o/cATALL EDGES AND 12'o/cIN THE FIELD. SHEAR WALLS WHERE CALLED FOR SHALL BE NAILED WITH U 'GALV NAILS AT3"o/c ATALL EDGES AND 6"AT INTERMEDIATE FRAMING BLOCK ALL EDGES OF SHEATHING ON SHEAR WALLS FLOOR DIAPHRAGMS SHALL CONSIST OF 3/4" T&G CD PLYWOOD OR BETTER PLYWOOD SHALL BE INSTALLED WITH GLUE AND NAILS. ROOF SHEATHING SHALL BE NA/LEDANOBLOCKED SIMILAR 70 WALL SHEATHING. ROOF SHEATHING JOINTS MAY BE EDGE -CLIPPED WITH H -CLIPS INSTEAD OF BLOCKING. 6 GLUED -LAMINATED MEMBERS SHALL BE DFL -24F -V4 OR BETTER, UNLESS NOTED OTHERWISE ON THE DESIGN DRAWINGS 7 BEAM DEFLECTION SHALL BE LIMITED TO L/360 UNLESS OTHERWISE NOTED ON THE DESIGN DR4 W/NGS. TJI DEFLECT/ON TO BE LIMITED TO L/480. B. MIL Tl -PL YL VL BEAMS SHALL BE CONNECTED TOGETHER IN SUCH MANNER THAT A COMPOSITE BEAM IS ACHIEVED. MANUFACTURERS DIRECTIONS ANO INSTRUCTIONS SHALL BE FOLLOWED. COMPOSITE[ VL BEAMS TO BE2.0EMINIMUM ALL LVL BEAMS SHALL BE 1.75"x DEPTH SHOWN. 9. WOOD PLATES SHALL BE ANCHORED TO THE FOUNDATION AND SHALL BE FOUNDATION GRADE REDWOOD, OR PRESSURE TREATED HEM F/R, AND SHALL BE ANCHORED WITH 5/8"0 x 10"EMBEDMENT ANCHOR BOLTS SPACED NOT MORE THAN 48"ON RUNS, AND NOT MORE THAN 6"FROM CORNERS, AND ALL PLATE ENOS INCLUDING BUTT SPLICES 10 PROVIDE SOLID BLOCK/NG, INCLUDING WEB STIFFENERS AT TJ//s, BETWEEN ALL JOISTS AND RAFTERS AT BEARING POINTS PROVIDE RIM JOISTS OF EQUAL DEPTH AT THE PERIMETER OF ALL JOIST/RAFTER FRAMING TO INCLUDE OPEN/NGS. 11. FABRICATED METAL PLATE CONNECTED TRUSSES SHALL BE DESIGNED FOR THE LOADS SPECIFIED AND SHALL CONFORM THE THE REQUIREMENTS (7 THE TRUSS PLATE INSTITUTE (TPI). CONNECTOR PLATES SHALL BEISCOAPPROVED WITHA MINIMUM SIZE OF3"x5" ALL CHORD MEMBERS SHALL HAVE LUMBER GRADE STAMPS. ALL WEB MEMBERS SHALL BE OF THE SAME GRADE AS THE CHORDS WITH ATLEAST 50 PERCENT OF THE WEB MEMBERS HAVING GRADE STAMP. TRUSS DESIGN AND DETAILS SHALL BE CERTIFIED BYA PROFESSIONAL ENGINEER REGISTERED /N THE STATE OF COLORADO. TRUSS MANUFACTURER SHALL PROVIDE TRUSS DETAIL DRAWINGS SHOWING AS A MINIMUM THE MEMBER SIZES, LOCATIONS, GRADES, CONNECT/ONS, BEARINGS LOADS REACT/ONS ANO ERECTION PLANS WITH TEMPORARY BR4C/NGAND HANDLING REQUIREMENTS 12 ALL CONNECTIONS REQUIRING LEAD HOLES, PILOT HOLES, SCREWS. LAG SCREWS, ETC SHALL CONFORM TO NDS. COUNTERSINKING IS NOT PERMITTED WITHOUT APPROVAL. NOTCHING OF STRUCTURAL W000 MEMBERS SHALL CONFORM TO NDS STANDARDS 13. PROVIDE SUFFICIENT WIDTH OF SAWN POSTS OR LAMINATED STUDS FOR AT LEAST 4"M/NIMUMBEARING AT ALL BEAMS AND AT BEAM SPLICES (INC. ALL MULTI --PLY (LAM.) STUD POSTS SHALL BE NAIL /GL DE LAMINATED. TED. 4' 8' 12' I I 16' Graphic Scale DO NOT SCALE DRAWING FOR COMMERCIAL OR CONSTRUCTION PURPOSES Centimeters Inches Tenths luluuu IIIIIII11111111111 1 11111111111111 I I I I I I I 1 1 ELECTRONIC DATA IN/ RCNANCE NONCE AIS WAci 9W1 WI EC RDIOED MCV DISO 4 ID %Wr RWSYnWD CO (NIA 5 ¥09b0 M M OMOOIIKi9f ;M OMNID/ 01 PE ACCIAINC Pore WlU IMT SOPS AS •YAMW&r fACDON N IICA#I7 WIC/O( COCUOTIC "APF f A P(AIIMAR( JAW° MDI( Af9Mi a AO! AO/Y_! 'I( O.pWWDK PANS HAW CP, W , Cr ce"O%R a QxW CW OM MI COMM Pd (MIM& Cr Db MAIIC AK SWIM) er IMOD SIArcS '7'IRg/ ur M. RNfy/S M@M4' n t CAO dp 9WA M:' if "pK 0I5 .N700 MOq'WK ?TORPOR Or CO CO fIA Iwt WI OYr 0' nIM(t NC 9041 MK.(xr of (PIM'.' a :T'AM.0 Or OROS Cr MS 04 DATA WWI Of POOR sin PO fOal$NIr Or A(000iMTR Df AI r GOYS COWSD 904: St IOP lir SORAa OIr craw: AO x QMOM MIWO/ IS MC PARRa E DRAWINGS LU CC LU w UJ UJ rr REVISION RECORD 0 A 12 SEP 2012 11 SEP 2012 ISSUED FOR CONSTRUCTION ISSUED FOR APPROVAL DRAWING NUMBER DRAWING NUMBER DRAWING NUMBER NUMBER DATE REVISION DESCRIPTION paw °° Hari, /`ST 22262 - ii ry�y.�� rr m unuiv \ ENGINEERS SEAL W72.475yrny5,... OWL • STRUCTURAL • EMG/NEERS RIFLE, COLORADO 970- 625- 2774 A.SC.E NSP.E CCEC DRAWING ISSUE STATUS APPROVED FOR CONSTRUCTION GIARD HOMES, INC. SNYDER POOL HOUSE DRA ACAD2010 6/12 CHECKED.- SAK APPROVED: SCALE 1/4" = 1'-0" SHEAR WALLS ELEVATIONS AND DETAILS CAD FILENAME: PROJECT NUMBER: DATE: 1 12 SEPTEMBER 2012 GARFIELD COUNTY, COLORADO S1.3 0