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HomeMy WebLinkAboutPlans.pdfCONDITIONS OF PERMIT BLC0-4-14-3168 POW, Inc . Steve Be.ckley Blacksmith Shop@ Adventure Park 51000 Two Rivers Plaza Rd GWS, Colorado 1) ALL WORK MUST COMPLY WITH THE 2009 IBC, IMC, IPC, IFGC, IFC, AND MANUFACTURERS INSTALLATION SPECIFICATIONS . 2) BUILDING IS NONSPRINKLERED, TYPE VB CONSTRUCTION , AND "B" OCCUPANCY . 3) ALL WORK MUST COMPLY WITH THE CONDITIONS OF THE CURRENT LAND USE PERMIT . 4) PRI OR TO CONSTRUCTION , CONTACT THE LOCAL FIRE DISTRICT FOR PERTINENT IFC REQUIREMENTS . FIRE DISTRICT APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION. 5) ACCESSIBLE SALES AND SERVICE COUNTER IS REQUIRED PER 2009 IBC, CHAPTER 11, AND ICC/ANSI A117 .1-2003, SECTION 904. 6) ELECTRICAL ROUGH IN APPROVAL IS REQUIRED PRIOR TO FRAME INSPECTION. 7) ELECTRICAL FINAL APPROVAL IS REQUIRED FOR CO/FINAL INSPECTION . 8) LOCKS , LATCHES AND LANDINGS PER 2009 IBC, SECTION 1008. DOORS SHALLS NOT BE LOCKED TO PREVENT EGRESS PER 2009 IBC , SECTION 1014. 9) LIGHT AND VENTILATION PER 2009 IBC, CHAPTER 12. I ' S'ee, ~~'u-11' "/' h /#;/ ~;2.. /.~.o/alt//L 'i /?e7 HJ/t:.l#<!',11. /5 · co tc tv:i I -.:t I -.:t I c::J l'-J _, cc v.i == c.c cri cc c:::: td c:J t- M c:J t..:I ~ (!!_I c.. • Cl u&.i c ..c: -~ .. E == ~ c~ a.. ca PROJECT: Blacksmith Shop DESCRIPTION: Cover Sheet . . (J) ~ ::a r o 11 m 11 o -;-oo::aorr 0 ::a~0 z 0 cmo< Cm11G1(J)Z~Om () r ""Tl () (J) 0 --; ::a ::a --; r ::a ::a (J) )> --u (J) c )> )> 0 m--; Or :r: ::a z ~ (J) o o z )> m )> m -(/) --; z (/) z m roz ---; (/) c G) (/) 0 -u -u (J) -u m z s;;: moro z o m )> --; ~--; z 0 . )> z r (/) (/) (/) (/) (/) (/) (/) (/) (/) 0 00 -..J O') 01 ~ (>.) "' ~ (/) z 0 m >< 0 ""Tl (/) I m m --; ~® 1 I Released for Permitting 0 I Released for Review REV. I DESCRIPTION G) r m z ~ 0 0 lD 0 r () )> )> () < =" m (/) ;a s: z --; (/) I )> (J)0 I < om -u ·Z --; c ::a m ~ ;a /\ ~~c\ •.•...• C'a ~: ... c,~~RLf.2'e·e·t~· Sj : ..... ~~-,:>' c: -...i c .. a~ 2. 00 f;;}:off ~ \ 0 !§ic:: ~ •• l.O ~le}? ~ ··/vos!:!~ }.~ ••• {"~ :.--... •• :;:> ........ ~ "¥(:'~~······· ~). - CRP 3/10/14 CRP 3/7/14 BY DATE 1 DATE: 02/19/14 SCALE: NA .. ©ffe\INJW(Q)INJ · I JOB#: 875-013 .· ENG: CRP ~ IEMGOIHllEIEIRO~G OIHIC P.O. Box398 GLENWOOD SPRI NGS. CO 81602 CLIENT: Glenwood Caverns Adventure Park Structural DetailsR 1.dwg Feb. 19, 2014 (97o)94s-s138 FAX94s-s138 / / / / / / / / / I ( / / /. / / . ·. . . . . . ~ . . . .... : . . . . . . . . i . ··-: · ...... ··.· .. • .. ·:, ... : ... :·.: ............... ·.-·:::"". >·· .. i .... .. · ... : .. ·: . ·.· ···.·•·· · ..•..••. •~) ;: .• ;~:::··.·~ ;.•· ·:.·~·~··> :····•'.·· '. ...... i · 1· ·1 .· · 1 · .. : . ·:: . ·: ... . .. . . ..... . ·.:. . ".. : . · .. -.: ·. .. : .. · "... II . •, . .. : . . .. · .. ·• : ......... : . •,' .. ·.. . .. · .. . ·. : .......... ·· ·. · ... ·. . . . .. .:··. ·'. : -~ : . ". . . . · .. ··: ....... " .. : ..... ·": .: · .. : ....... · . . . . . . I I ·. ; :· : · ... : .. "· ... · .. · . "'· : : .-( : .. '.: · .. · .. : ... : .. :..... ... ___-.,,,.,,.-I .: ... : ... ~ :·>< :: .. :: ·:· .. -~ ........ ·;.·:;.·_; .. · .... ~ ..... , ..... · ~ -- .......... · ·.•. ·.·. ··. «:. .... . / ~ :· .-WALK/DRIVEWAY . ". ·.· .. ,. :· ··: .· .. ·'" ·.. :·· ..... ' · .. · · .. :;:;+:~:?:\:··· . .. . . . . ·. PROPOSED t BLACKSMIT SHOP I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I i I I : rr I . i I I ..+-4 l I I I : i' J-Yfl . '111 . ,1 ! I I ~ t-r l I I I 1.....-rl I ! ~ ! ! II ',~ •,· , , I I , I n 1 n 11 I I I I I 1 .-..J....-i·i',! I 1 1 i i1 ~ I 1 , + 11i]U-I I ' ii n trm r .1 1 'Tl ,1 .. 1 I I I ~J.~ F<j>Fl I i f I I 1MALd f 04s"' 1, 11' I II I I I I ' I I · I I I i I IT ! ------------- '<t ...... 0 N C) N z N b ...: I= a. ...... <( Cl.. II a::: : ~ ...... () 0::: w w _J 0 a.. <( () z 0::: (/) w 0 LL --------- > w I I Q ~ ~ / / / / 0 ~ w C) 0::: / 0::: <( :5 a.. w ( z 0::: a.. w => 0 z I-z :r: 0 w I Cf) I-> :r: <( 0 \ I-(.) <( I ~ 0 0 Cf) _J 0 SITE PLAN w 0 ~ I- I SCALE 1"= 10'0" () Cl) s 5 z ( z w I co 0 _J i:..: ~ (9 () Cl.. \ w ~ i:-: ( -, () z 0 (/) w a::: w :::::i Cl.. 0 () ~ /I I I J 6" G ra vel Floor (spec per owner) 4x4 Kicker 19'-1 O" Manufact ured Stone w/ R usted Co rrugate d Metal A bove ~Flu e Pipe fo r Blac ksmi th Fo rge (Location per Owner ) /! ; / See 1/54 \\ Blacks mi t h Sho p 4x1 4 Continuous Header Beam --.t ' I '1/~G &f , 4x4 Colum n Col umn - 2x4 F ra med W all (typ) 2x6 Fra med W a ll (B ack W all onl y) 3'-0-x6'-8 Metal Doorway (Spe cs per Owner) 4x4 Kicker 1 / 7'-10~" / >':!" Plywood Sheathing Insi de of Storage Ar ea Mlf~ J1Df b ~ /oc ,¥,ed ~ ' p~ evvr eqre,5 S to rag e 14 " Concrete Slab I / / <----;7~1l'--~----1---~ (: I ( Gusto er Coun te r ....__ -~'? ~~-----~· ---- _:._-----14 " Co ncrete Sla bl -~----·---,...,.- l : ') 6x6 Column Be low 6 x14 Co nt inuous l L --, Heade r Bea m - -1 Porc h Roof 1 t--~~~t---7-1 ~~~~~~~~~~~~~.....l.~~~~~~~~~~~~~~~~~~~~~--1.!~..i:::J-__JIL,____J I I I L - - -________________ J.~ ..J! ________ -_ ..:-~-::-_______ -=--____ J L Po rch Ove rh an g ------ ------ ---_J 6x6 Column Below 27'-9" FLOOR PLAN ---- -0 1 2 3 SCALE : 318" = 1'-0 ~ ~ ~ -~ 0 -w ~ ""' I---<{ ('I') ('I') 0 '<$' .- 0 N ----:--... _::: O> 0 -I .-.c:i II Q) . a_ u. co a:: --() O> ("') See 1/S5 Roof Overh ang c w ~ ~ ...J 0 <{ E (]) () z '-·s; (/) UJ (]) (]) a.. 0::: '-'- J2 J2 z Ol -0 -0 0 ~ (]) (]) j::: "C! en (/) a_ .-a:: ro ro a:: '<$' ("') .$. .-(]) (]) () --.-~ (]) (]) (/) O> 0 .-I w --LO Q) 0::: 0::: 0 N I'-0 0 co iii w :it ... > :i I-Cl) -() ~ 0 w <{ 0 :i ... a:: 0 , -(/) \? (!jjiJ ~ '-ro a.. (]) '- ::J -c (]) > -0 <( a. (/') c 0 '- .!::, c (]) (f) ro > a.. ro .!::, () -.E '-"O 0 (/) 0 0 ~ LL 0 (.) ~ ro z c co 0 (]) i:.: j::: (.9 a_ () a:: .:.: UJ , () z 0 (/) UJ a:: w :J a_ 0 () / / ! I /~, Awning Support , Timber--~ Brace @ Plane of Countertop See 71S7 Front Elevation SCALE: Y." = 1 '-0 - ---0 2 4 Rear Elevation SCALE: Y." = 1 '-0 ----0 2 4 ' i Rusted Corrugated Metal Roof Stone Veneer I Green Metal Roofing (Spec per Owner) ' ' ' ' />1 1 1 1 1 i ' ' I : // // I ~-</ i f,:\ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' Barn Style Doorway (Spec per Owner) Barnwood Siding Rusted Corrugated Metal Siding Underside Left Elevation SCALE: Y." = 1'-0 ----0 2 4 Right Elevation SCALE: Y." = 1'-0 ----0 2 4 Barnwood Siding Rusted Corrugated Metal Siding Louvered Gril I over Exhaust fan (Spec per Owner) I I I '<t '<t ...... -.. ...... UJ 0 -.. ...... r--. f--.. -.. <( ("') ("') a Cl.. Cl.. 0:: 0:: () () ~ Ol c ~ ~ E ·:;: '- Q) Q) Cl.. 0:: '-'-.E .E z 'O 'O 0 Q) Q) i= en en [)._ ro ro ii'. Q) Q) (.) Q) Q) CJ) UJ 0:: 0:: a > ...... 0 UJ 0:: ~ w c.. 0 .c en .c :t: E CJ) _><: (..) ro (l) i:..: (.) UJ -, 0 0:: [)._ 9 .... en c 0 ~ ro > Q) UJ z 0 i= [)._ ii'. (.) CJ) UJ a _><: '-ro Cl.. f!'. :::J -c Q) > 'O <( CJ) c '- Q) > ro () 'O 0 0 ~ c Q) (!) i:..: z UJ :::; (.) . ., f1\ ~ b b 0 ..- u. 0 I- ~ ~ 18'-4" 6" Compacted G ravel (Spec per Owner) 28' TOF 100'0" ~ PBS44A Standoff into footer alt/ ABE44 Drill into foote r r I ' "i <'-> ..:r- c <'-> ~ ..... ~ ~,,'------------J TOF 100'0" --~·l r-·--·-·--·=--:..=------·----·--I- ' ' '· 6'-8" ' 11 . TOS 99' 1 1" ~ ~ 4" Concre te Slab b Over 4" Compacted b 0 Class 6 Gravel Base ..-b N u. ..-..- 0 I- ~ · I i....---Wa rp to Drai n // Vi L,_....---through doorway ' ' ' TOS 99' 10·.// ,, I _._,___,.,_ ---~.I.OL99.'..JO~ ______ J ~: ~ ~ o·~· ' rOS gg• 11 ' g.:1• ' .. ., O' ~· 3, -+-~1 k.._ .__ DFepress Block 1 -........ , -.__ ooting by 2" at ; -ln 4" Concrete Slab ~ 1 door location only. i L Ir::\ Over 4" Compacted <'-> i r See 3/S7 : l.') Stee l Float Fin ish ~ -,_ -i ~ 6J C lass 6 Grave l Base u ---V For Details : l at doorway L-r-r~ : I !SJ i : L _ --------- -- - --- -- - - - --TriC:-aa·-10·;-- - - - - - - - - - - - - - _ J L _ - - - - - -----------~ ' -·· -,_, Rusted Corrugated Metal • Block @ 36" 8" Capstone 1 Yi" Stone Veneer ove r Yi" Cement Board Attached to 2x4 @ 16" de Knee Wall 19' 71· -2 29' t Foundation Plan SCALE: !4" = 1'·0 ----0 2 4 Rear Wall Framing : 2x6@ 16" de wl ~ " Plywood Sheathing %" x 24" wide plywood counter support. (Spec by Owner) Rusted Corrug ated Metal over blocking at 3' Barnwood Siding Flashing Corrugated Metal 36" Wainscot Dbl Treated Btm Plate (rea r wall only) Yi°'0 x 10" J Bolt @32" de r Backfill 6" below TOC Slope Away Rear W all Scale: 1/2" = 1 '-0 1" 1.Yi" Stone Veneer over Yi" Cement Board-----~ 4" Concrete Apron 2x4@ 16" dew/~· Interior Plywood and ~"Cement Board Ext. Treated Sill Plate (typ) Flashing Typ. 6" Compacted Gravel _______ .• ' '-' ---~SQ~c pe r Owner) ~;,,~ Front Counter W all Scale: 1/2" = 1'-0 1Y:!" Stone Veneer over Yi'' Cement Board 6" Compacted Gravel (Spec per Owner) Rusted Corrugated Metal over Yi" Plywood 1Yi" Stone Veneer Over Yi" Cement Board Attached to 2x4 Knee Wall Framed at 16" de 1" Chamfer Ins ide Edge --~ 6" Compacted Gravel (Spec per Owner) Typical Grade Beam 12"x18" Grade Beam (3) #4 set 2 " below top (3) #4 set 3" above bottom #4 Stirrups as shown @ 36" de LEGEN D: T.O.W. = TOP OF WALL T.O.F. =TOP OF FOOTING T.O.S. = TOP OF SLAB """' STEPWALL 2x4 F ramed Wall@ 16" de wl Yi Plywood both s ides Treated Sill Plate (typ) 4 " Concrete S lab over 4" Compacted Class 6 Gravel Divider Wall Scale: 1/2" = 1'-0 Barnwood S iding 2x4@ 16" de wl Yi" Plywood Sheathing Both Sides Corrugated Metal 36" Wainscot Backfill to 6" below TOC S lope Away Left Side Wall Scale : 1/2" = 1 '-0 Barnwood Siding 2x4 Framed Wa ll @ 16' c/c w/ ~ " Plywood Sheathing Ex terior Z Flashing Corrugated Metal 36" Wainscot /S "0x10" J Bolt @32" de Through T reated 2x4 Plate a.. a.. 0:: 0:: >-(.) (.) co Ol c E ~ E -~ Q) Q) a.. 0:: @ ~ c.. 0 .c. (/) .c. :t= E I/) ~ (.) ro co .:.: () UJ , 0 a:: a.. (/) .0 UJ Q) a: a.. LL. ~ 5 ti.i _J <3 g Cf) UJ ~ I/) """ ro 'Ci:i a.. +-' Q) Q) """ 0 ::J +-' "O c c Q) ro > "O c <( ro a.. I/) c c """ 0 Q) > :.;::::; ro ro (.) "O c "O ::J 0 0 0 u. ~ z c 0 Q) j:: (.9 a.. a: .:.: () z en UJ UJ :J 0 () GENERAL NOTES . 1. DESIGN DATA: DESIGN LIVE AND DEAD LOADS ROOF LOAD L.L. = 50 PSF (SNOW) D.L. = 15 PSF FLOOR LOAD L.L. = 50 PSF D.L. = 40 PSF • DECKLOAD T.L. = 60 PSF WIND LOAD 90 MPH (@ 30 HEIGHT) EXPOSURE 2 THE FOLLOWING CODES AND EDITIONS WHERE USED -INTERNATIONAL RESIDENTIAL CODE (2009)-ACI BUILDING CODE (ACI 318-02)-MANUAL OF STEEL CONSTRUCTION (13TH EDITION)-NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOS 1991)-AITC TIMBER CONSTRUCTION MANUAL (4th EDITION)- SEAC SNOW LOAD PUBLICATION . 3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING, BRACING, AND TEMPORARY EXCAVATION. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITES CONDITIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 6. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH WORK SO INVOLVED. 7. RESOLVE ANY CONFLICTS ON THE DRAWINGS WITH THE ARCHITIECT AND ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 8. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOF WITH THE APPROPRIATE TRADES. NOTIFY ENGINEER IF ANY OPENINGS ARE TO BE CUT IN STRUCTURAL COMPONENTS. FOUNDATION AND EARTHWORK · 1. DESIGN BASED SITE CONDITIONS. DEPTH OF BEDROCK IS ANTICIPATED TO BE 1'. ASSUMED BEARING PRESSURE IS 4000 PSF. MAXIMUM IMPOSED LOADING ON FOOTING IS 600 PSF. FOOTING DOES NOT EXTIEND . BELOW FROST BECAUSE OF BEDROCK FOUNDATION. FOUNDATION DESIGNED AS A GRADE BEAM. NO ·.FURTHER SOILS INVESTIGATION IS ANTICIPATED. 2. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MATERllAL AND STANDING WATER REMOVED FROM EXCAVATIONS. 3. THE GROUND SURFACE SURROUNDING THE EXTERIOR OF THE BUILDING SHOULD BE SLOIPED TO DRAIN AWAY FROM THE FOUNDATION IN ALL DIRECTIONS. IT IS RECOMMENDED THAT A MINIMUM SLOPE OF 12 INCHES IN THE FIRST 10 FEET IN UNPAVED AREAS, AND A MINIMUM SLOPE OF 3 INCHES IN THE FIRST 10 FEET IN PAVED AREAS BE PROVIDED. REINFORCING STEEL 1. REBARS: DEFORMED STEEL, ASTM SPEC. A615 GRADE 60. ALL REBAR BENDS TO BE MADE COLD. 2. BURLAP: CONCRETE: 40 DIA. U.N.O. MASONRY: 45 DIA. U.N.O. OR 24" MINIMUM WHICHEVER IS GREATER. STAGGER SPLICES 3. CONCRETE PROTECTION: SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER ....... 1" CONCRETE DEPOSITED AGAINST EARTH WITHOUT FORMS .......... 3" 4. CONCRETE EXPOSED TO WEATHER AFTER FORMING: #6 REBAR AND LARGER ........ 2" CLEAR #5 REBAR AND SMALLER ....... 1 1/2" CLEAR 5. REINFORciNG IN CONCRETE PLACED AGAINST EARTH WITHOUT FORMS IS TO BE SUPPORTED WITH APPROVED NON-METALLIC CHAIRS, OR ANOTHER METHOD APPROVED BY THE ENGINEER. EXTERIOR WALL PLYWOOD SHEATHING PLYWOOD SHEATHING SHALL BE APA GRADE-TRADEMARKED C-D, EXPOSURE 1. SHEA TH ALL EXTERIOR WALLS WITH 1/2", APA RATED PLYWOOD HEATHING, 20/0 WITH 8'-0" DIMENSION VERTICAL. BLOCK ALL EDGES. END JOINTS SHALL BE STAGGERED. STUDS SHALL BE 16" o.c. ATTACH PLYWOOD WITH 8d NAILS AT 6" o.c. AND AT INTERMEDIATE SUPPORTS WITH 8d AT 12" o.c. ROOF PLYWOOD SHEATHING PLYWOOD SHEATHING SHALL BE APA GRADE-TRADEMARKED C-D, EXPOSURE 1. ROOF DIAPHRAGMS SHALL BE 5/8", APA RATED SHEATHING, 40/20 PLACED WITH 8'-0" DIMENSION PERPENDICULAR TO THE JOIST, RAFTER OR TRUSS SPAN. END JOINTS SHALL BE STAGGERED. ATTACH PLYWOOD AT EDGES WITH 8d NAILSAT6" o.c. AND AT INTERMEDIATE SUPPORTS WITH 8d NAILS AT 12" o.c . SHEATHING SHALL BET & G OR PROVIDE PLYCLIPS MIDWAY BETWEEN RAFTERS AT UNSUPPORTED EDGES. CONCRETE 1. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. MINIMUM STRENGTH: F'c = 4500 PSI AT 28 DAYS ALL CONCRETE USED IN SLABS SHALL CONTAIN 1-1/2 LB/CY OF COLLATED, FIBRILLATED POLYPROPYLENE FIBERS (FIBERMESH) SLUMP: 4" ± 1" NO WATER SHALL BE ADDED ON SITE WHICH WILL INCREASE SLUMP TO ABOVE 5". CONCRETE TO BE MIXED PER ASTM C94 MAXIMUM TEMPERATURE IN MIXER: 90 DEGREES F. 2. CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. KEEP CONCRETE CONTINUOUSLY MOIST FOR AT LEAST 7 DAYS USING A POLYETHYLENE FILM SECURELY HELD IN PLACE OR AN ALTERNATE METHOD APPROVED BY ARCHITECT. 3. PLACEMENT: PER ACI STANDARD 614. 4. GROUT UNDER COLUMN BASE PLATES ETC, WITH HIGH STRENGTH, NON-SHRINK, NON-METALLIC GROUT EQUIVALENT TO MASTERFLOW NO. 713 APPLIED PER MANUFACTURER'S RECOMMENDATIONS. 5. CEMENT SHALL BE PER ASTM C150, TYPEll, LOW ALKALI. MIX DESIGNS: IF REQUESTED, SUBMIT TO ARCHITECT FOR REVIEW BY ENGINEER A MINIMUM OF ONE WEEK PRIOR TO FIRST CONCRETE DELIVERY. MAXIMUM WATER/CEMENT RATIO(BY WEIGHT) :W/c = 0.64 F'c = 3000 PSI AGGREGATE: PER ASTM C33, MAXIMUM 1". NO ADMIXTURES CONTAINING CHLORIDE SALTS ARE PERMITTED. CONCRETE SHALL NOT BE IN CONTACT WITH ALUMINUM. STRUCTURAL WOOD 1. ALL WOOD MEMBERS SHALL BE HEM-FIR, 19% MAX MOISTURE CONTENT. MARKED BY A RECOGNIZED GRADING AGENCY 2. WOOD GRADES (UNLESS NOTED OTHERWISE): (A). FOR HORIZONTAL MEMBERS: JOIST AND RAFTERS BEAMS AND STRINGERS LEDGERS (B). FOR VERTICAL MEMBERS: 2x4 STUDS STRUCTURAL BEAMS 2x6 AND LARGER STUDS POSTS AND TIMBERS 3. GLUE LAMINATED WOOD No. #1 No. #1 No. #1 CONSTRUCTION 24f-1.8E No. #2 No. #1 A. MATERIALS, MANUFACTURE, AND QUALITY CONTROL FOR STRUCTURAL GLUED LAMINATED TIMBER SHALL BE IN CONFORMANCE WITH AMERICAN LAMINATED TIMBER" AND AITC 117, "DESIGN AND MANUFACTURING". B. GLU-LAM BEAMS, CONFORMING TO AITC 24F-V4 OR BETTER. ALLOWABLE UNIT STRESSES FOR DRY CONDITION OF USE SHALL BE: Fb = 2400 PSI., Fv = 165 PSI, Fe = 650 PSI, E = 1.8 x 10 PSI 3. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER. 4. UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO THE LATEST EDITION OF THIE APPLICABLE CODE. 5. ALL NAILS SHALL BE STANDARD COMMON NAILS, UNLESS NOTED OTIHERWISE. 6. ALL BOLTS FOR WOOD CONNECTIONS SHALL BE A307, GRADE A. 7. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED HEM-FIR. BOLTS SHALL BE PLACED 9" FROM END OF A BOARD OR FROM A NOTCH AND SPACED AT INTERVALS AS NOTED. 8. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS. ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/32" DIAMETER LARGER THAN NORMAL BOLT DIAMETER. 9. ALL FRAMING HARDWARE SHALL BE AS MANUFACTURED BY "SIMPSON COMPANY" OR ENGINEER APPROVED EQUAL. 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS. 11. PROVIDE BLOCKING OR BRIDGING PER LATEST ADDITION OF THE l.B.C. 12. TOP PLATES OF ALL WOOD STUD WALLS TO BE 2-2 x #2 (SAME WIDTH AS STUDS), UNLESS NOTED OTHERWISE, LAP 48" (MINIMUM) WITH NOT LESS THAN 6 -16d NAILS EACH LAP AND NOT MORE THAN 12" BETWEEN NAILS. 13. ADHESIVES USED FOR ANY FIELD GLUING SHALL CONFORM TO APA PERFORMANCE SPECIFICATION AFG-01. 0::: 0::: 0::: 11..11..ll... ~ 0 0 0 ~ -" '--ro 11.. Vl e: c :J 0 +"' +:l c ro (]) (..) > <;:::: "O "(3 <( (]) Vl 0.. 0.. c 0 (/) '--.c ~ (]) (/) > ro .c :J 0 +"' +"' .E (..) "O :J Vl '--0 -" +"' 0 u (/) ;:: ro z c Ill 0 (]) i:.; j:: CD [)._ (..) 0:: i:.; w z ..., (..) 0 Vl w a:: w :::; [)._ 0 (..) JOB #: 875-013 SCALE: 1/2" = 1'-0 SHEET: S9 Typical Wall Footer Modified after Finding No Bedrock to Bear On. All Footers to Match the Configuration Shown Below. Wall Framing and Finishes Above the Footer to Remain per the Original Details. Rusted Corrugated Metal -Block@ 36" ~ 1 Y," Stone Veneer over }'2" Cement Board Attached to 2x4 @ 16" etc Knee Wall -----'I 6" Compacted Gravel (Spec per Owner) ALT. DIRECTION Rear Wall Framing: 2x6 @ 16" etc wt~" Plywood Sheathing Barnwood Siding ~,,--Flashing Corrugated Metal 36" Wainscot Dbl Treated 2x10 Btm Plate wt Y,"0 x 1 O" J Bolt @32" etc Backfill 6" below TOC Slope Away 8" Stem Wall (3) #4 Horz. @ 12" etc #4 Vert. @ 18" etc 10"x16" Footer (3) #4 Horz. Min. 3" Off • · ,, Grade #4 Vert. @ 18" etc Centered in Wall Replaces Detail 2tS-3 T Modified Footer Scale: 1t2" = 1'-0 DATE: 04/15/14 Blacksmith Shop Modified Typ Footer Glenwood Caverns REV.: ENG.: JAP ~ffe.llNIW@INI l!l!Glli!l!l!IRDl!GI ll!C P.O. Box398 GLENWOOD SPRINGS, CO 81602 (970) 945-5138 FAX 945-5138 1-1/2"x10-3/4" RS Rimboard w/ Metal Flashing ~ 2x10 Rim board Porch Roof Framing 2x8 Rafter @ 16" c/c i" RS Boards Watershield Membrane 1" Rusted Corrugated Roofing wt Metal Flashing Over __/ 1 '-4" [:I ~l ~I~ <D -· ,._ 99'10" I I 4f ·'• Galvanized Metal Flashing (typ) Beam Tie 6x6 Column Custom Column Cap 6x14 Beam 24F H2.5 Clip 2x Blocking to Conceal H2.5 Galvanized Metal Flashing (typ) 4" Concrete Apron / / Upper Roof Tie H1 Hurricane Tie 2x Blocking to Conceal Tie Upper Wall System %" Barnwood Siding i" Plywood Sheathing 2x4@16" Wall Studding 1" Corrugated Metal Sheeting Roof Connection: MSTA24 Strapping@ 32" c/c (2) 2x Blocking Concealed L50 Clip rafter to Blocki ng 4x14 Support Beam Lower Wall System 1" Corrugated Metal Sheeting ~" Plywood Sheathing 2x4 @16" Wall Studding Yi'' Cement Board Sheathing 1 Yi" Stone Veneer Roof System 2x10 Rafter@ 16" c/c Mid Span Blocking 5/8" Plywood Sheathing Roofing Membrane Metal Roof Sheeting to Match Existing Roofs 2x4 Bl ocking for Sheet Metal Sheathing {Typ . All interior walls with Interior Sheathing) Galvanized Metal Flashing Buil din Cross Secti on Scale: 1/2" = 1'-0 1'-6" J Roof Connection (2) 2x6 Top Plate H1 Hu rr icane Clip (16" c/c) 2x10 Solid Blocking to conceal H1 Clip Trim Tail t o 7 Yi" 1-1/2"x10-3/4" RS Rimboard w/ Metal Flashing Upper Wall System %" Barnwood Siding i " Plywood Sheathing 2x6 @16" Wall Studding 1" Corrugated Sheet Metal Lower Wall System 1" Corrugated Sheet Metal i " Plywood Sheathing 2x6 @16" Wall Studding 2x4 @ 16" Wall Studding Yi" Cement Board Sheathing 1Yi" Stone Veneer O> c E 3 E -~ Q) Q) 0... a::: c.. 0 .c. Cf) .c. ~ E (/) ~ (.) ro co .:...: () UJ , 0 a::: a.. li.i <i! 0 () z (/) w 3 Q) > ro c: 0 :p () Q) Cf) z 0 i'.= a.. ii: () (/) w 0 .0 <I> u. ~ ...... ro 0.. Q) ...... :J ....... c: Q) > "C <( (/) c ...... Q) > ro 0 "C 0 0 3 c Q) (.9 .:...: z w ::i (.) Ove rhang Detail 1-1/2" RS Trim Board with Flashing Side Wall Connection Slope 2x4 Wall@ 16" c/c Solid Blocking JS" Pl ywood Sheeting %" Barnwood Siding H10 Ties Upper Wall System ~" Barnwood Siding ~ " Plywood Sheathing 2x4 @16" Wall Studding 1" Co rrugated Siding Blocking for Metal Siding scr ews (Typ all Incidents) Lower Wall System 1" Corrugated Shee t Metal l " Plywood Sheathing 2x4 @16" Wall Studdin g 2x4@ 16" Wall Studding ~" Cemen t Board Shea thin g 1-1/2" Stone Veneer Typical Grade Beam 12"x18" Grade Bea m (3) #4 se t 2" below top (3) #4 set 3" above bottom #4 Stirrups as shown @ 36" c/c Roof System 2x 10 Ra fter @ 16 " c/c Mid Span Blo cking %" Plywood Sheathing Roofing M em brane Metal Roo f Shee ting to match existing on site mat erial Blacks mith Shop Upper Wall System Yi" Plywood Sheathing 2x4 @ 16" Wall Studding 1" Corrugated Metal Sheeting Lower Wall System Yi" Plywood Sheathing 2x4 @16" Wall Studding 2x4@ 16" Wall Studding Yi" Cement Board Sheathing 1 Yi" Stone Veneer Divider W a ll Tie Extend 2x4 wall to Bottom of Roof Plywood Side Wall Connection Slope 2x4 Wall @ 16" c/c Solid Blocking w/LU28 JS" Pl ywood Sheeting Solid Blocking @ 36" c/c %" Barnwood Siding H10 Ties Upper Wall System ~" Plywood Sheathing 2x4 @16" Wall Studding l" Ba rnwood Siding Storage Area Lower Wall Syst em ~" Plywood Sheathing 2x4 @ 16" Wall Studding ~" Cement Board Sheathing 1" Corrugated Metal Siding 4" Concrete Slab over 4" Compacted Class 6 Backfill Build in '/ /"'/ .. 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Cl. ~ O'.'. er: >-0 0 co "' \_ 2x6 I I/ ~ earing ~ ...._ 1'-6" --, v wa ll elow v -----/ v / v Opening or ~ I~ v Forge Ch rn ney Pip~ v/ % ~ v (see own r fo r local on I) 1% x and size< f opening // ~ ( Lt~~. ~I I r e1 ~.PACk rtr.5 ~ 1it1 An1 ::;; 0 ~ ·~~ -a l h Cir" = N r -5pec 1UYZ~ ~'N C N ~ ::;; 0 I (/) x -a x N _. ~ r-/ fl O> 000 :5 . Qi" x C N ~ '-----------I :T == ~ '/ (/) x (1) I ~-o N _. -Ill cwO ::0 :E ZN £1<.I U \!!t y "'" _. 0 ---Ql :J ---a. :: ~ (/) ~~~ Lookout :-:: 0 ~ <O b ~-o I (1) 0 a. '71 cwO ;o / Ql ::;; ii! -c; 3 -([) -· :J 2x1 ~Roof Ra e rs@ 1b· CIC ~ -_. :J 3 <O e ..., CD ~g-gi (1) ~ Ql (1) ii! =Ill 0 Ql ~ ~ 3 ~3 ~ = (1) _,..,--2x4 BE a ring 2x4 bea ng ~ iii 2x4 i>tudwall b ~low / I/ WallB elow ~ wall belc IV '/ (non bearing) v ~ I ~ -; / v / % i' / :0 ~ % / / ~ -2x4W ~II Below I 2x4 ~a ll Belov wt ' ~ '.;:'. / ~ap 6x€ Post Belc NW/ Cu st pm Colu m n Cap---, I~ '-/ /' Custo1 ~Col umn rem tom Colur in Cap 1;::; ' / ~/ \ 1;:::; ' / ' I?\"'" o u ---'-· "' / / ' ; 4x141/1. i:i ll Bea m 4x 14 Wa Beam ~"Pl y Spacer " ,.,. --.. ---f , --/f __., -'L~ I ; ~_J I I I I ! I i I I I I '<t ..-- 0 N oi . ..-- 9 .ri ..--Q) . Cl.. u. 00 0:: --() (') O> c Li.i E ~ _J 0 <( E Cl> (.) z L.. ·::;: (/) w Q) Cl> 0... er: L.. I... J2 .E z Cl "O "O 0 :: Q) Cl> j:: 1:! Cl.. ..--(/) (/) 0:: ro ro a: '<:t (') !!2 ..--Q) Cl> (.) --..... 'iii Q) Cl> (/) en 0 ..--I a; w L{) O::'. er: 0 C\J ,..._ 0 0 00 ~ :> Li.i :it ::J I-co t5 ~ 0 w <( 0 ::J ..... 0:: 0 -, -(/) @ @?) !_j ... 6x6 P o t B elow wt 2x8 RS ~im Beam 6x6 Po: I Beloww/ I Custorr Col umr Cap 2x8 Porch Rat er s@ 16" r:Jc Nail toe ~ds of raft rs f c""'" Col umn Cap i with (3) 6d I I ,-I I I I I I I I L_J I 6x14 P t>rch Supp prt Beam I LJ I L __ -_y.ol.tf~ J;l iQ.T~!! I -----------------------------------_ _J ---______________ __J .::s::. I... ro Cl. Cl> I... :J -c ,y. -!9~~0~~ c Cl> > ro "O Cl. <( 0. 0) (/) c c 0 I... ..c E Cl> (f) > ro ro I... ..c LL 0 ...... ROOF FRAMING PLAN SCALE 3/8"= 1 '0" . E -"O 0 0 (/) 0 0 ~ er: (.) ~ ro z c co 0 Cl> ~ j:: (9 Cl.. (.) a: ~ w -, () z 0 (/) UJ 0:: w :J 0... 0 (.) Column Base 6x6 Post OCB66 Base (3) #4 Each Way Set 3" above grade 6x6 Porch Column , ..• A o _....._ _____ ..... ...... 4" Concrete Apron ,...--',___:__,___,___,___"1 TOF 100' 6" Compacted Gravel B ase per owner }---2'-3" ----,} #4 Cont. Set 3" Above Grade Slab at Column SCALE 1/2"= 1'0" (3) #4 Each Way Set 3" above g rade #4 Cont. Set 3" Above Grade I ~--~~~-----1-. L----:-in: I : I 1-,__+-H-*+---t-I : -I : N i----+-+--+I ! I ,---_:_i+J-_____________ .J I I I 4" Concrete Apron Plan View at Column SCALE 112"= 1'0" Wall System ~" B arnwood Siding ~· Plywood S heathing 2x4 @ 16" W all Studding ~" P l ywood Sheathing Doo r Header (2) 2x6 wt ~" Ply Spacer 3-0x6-8 Storage Room Doorway Per Owners Specs. D epress grade beam by 2" for slab drainage TOF at Door 99' 10· 4" Concrete Slab over 4" Co mpacted Class 6 Grave l Base ' .. ,, Section at Doorway SCALE 1/2"= 1'0" ECC44 Column Cap Overhand Roof Tie H1 Hurri can e Tie (2) 2x Blockin g to Conceal Tie 4x 14 Exte n sion of Support Beam Porch Beam Overhand SCALE 1/2"= 1'0" Beam 4x 14 (2)~ PL x 3x 10-1t4" Fishpl ates wt (4) i" 0 Holes for (4) ~· M. Bolts . 4 x4 Knee Brace 4x4 Wall Knee Brace SCALE 1/2"= 1'0 " 0.... 0.... 0::: 0::: >-0 0 co O> c E :;:: .E Q) .... ·::;: Q) Q) 0.... 0::: .... .... J2 J2 z "'C -0 0 Q) Q) i== Cl.. (/') en ro ro ~ Q) Q) (,) Q) Q) en w 0::: 0::: 0 > ..--0 w 0:: ~ (!fjlJ c... 0 ..c Cf) ..c :t:: E (/) ~ (,) ro (() .:..: (,) w -, 0 0:: Cl.. '<t ....- 0 N 0) ....- en .ci w Q) ~ Cl.. LL. <( 0:: > (,) Uj _J 0 <( (,) z en w Ol ;: 1:! ...... 0:: '<t ("') .!!1. ...... 05 ...... '(ii 0 I -....-Q) C\J I() ,..._ 0 0 cc ~ Uj ~ :::J !;( co u 0 :::J ,_ 0 -, Ci5 ~ .... ro 0.... ~ ::J en ....... ·ro c Q) ....... > Q) -0 0 <( en (/) ::J c 0 I.... Q) Q) c > ro ro Q) 0 (,) -0 (/) 0 0 ~ :;:: z c 0 Q) i== (.9 Cl.. ~ .:..: (,) z (/) w w :J 0 (,)