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HomeMy WebLinkAbout19080147 Building PlansGENERALNOTES 1. The allachetl plans and s ecfficAal are the sole r of Fischer Management Recommended. Fischer Homes ex r ssl es Me 0 0 property drawings. agentd e y copied in caner. and MM1erpropertyeof inthenplansantl Me cement of tinter Hours arenetto be reproduced or co0ietl in any form or manner. Any ureu[Iwrizetl use N Mese plans without Me written mnsen[ N Fischer Home is pmhiN[ee. 2. Fischer Homes designs and builds housing as set forth by the format and provisions of the 2005Indiana Residential C de. All construction shall cam w said care as well as local w aides and o ula[ons. Pn n +:onformin documents discovered b the contractor PY / governing /rre9 Y on 9 Y or his agents Shan be mod! to the attention of the architectural ServicesServicesM Fischer HOmee. 3. These lam are not to be Added for constmRlon purposes. Dimension Ilres and noted su rsede all wale reference. p p Po pa 4. These plant are subject W modification as necessary to meet code requimmenn and/or to fmllttMs mechanical / poll / plumbing Installation and/or to Incorporate design Improvements. Airy Intention to modify Deese plans must L approved In writing by the Director of Arcletecture. FOUNDATION & FOOTING NOTES 1. lot stall be Provided with adequate ositive drainage Mom foundation walls. The race aw from fauns on walls shall fall a minimum P f p 9 away 9 aY M 6 inches within Me Rr4 IO tee[. 2. Concrete wark sMll have the following specified compressive merged M 28 days MI. A. All concrete forkiting and column holds: 2500 PSI B. Basement slabs and Interior slabs n grade, except garage ffibs: 3000 PSI * C. All basement walls foundation walls exterior walls and Other vertical concrete work exposed W weather : 3000 PSI * D. All garage floor eland: 3500 P51 e E. All exterior flatwark and steps: 4000 PSI * 5. The contractor shall verify all dimensions ant inermffiion in them contract emumenls. TM1e contractor shall survey the Project ant become * EMenor concrete flatvrork subject to freezing and thawing shall he required to he air enl familiar with existing conditions, and scope work Including roticlimited building,hsite and soil adoring conditions. If scope of work and total air content shall not be less than 5%or more Man 7%. is arei o m correct convenience documents are"n conflict, the contractor shall'mmad"a[el conGc[[M1ea rotate su ennteMen[for 0-reR on and/or Y appropriate P / n- darmoron 3. Basement floor role nan b 3-1/2 inches [ha concrete with control Joints Ap tied at IInterconnetMini"mom than Mini" In each de d-ration control --jointsr9 m o nt and column curter rode 6 AM errors, omissions, or srcons stees these contra[[ documentsant Me actual site or construction m on ntld MAN b ons MAN brought to [M q, n m The bottom of all earnings sM1all extend a frost "nil (32 minimum). attention M Fischer Homes Architectural Sea rvices. Me 5. Perimeter insulation on grademmt slab (walk -au[ holy) All (R = 10.0) and a be inslalletl by [M1e mrc're[e 2. Floor and floor framing pan dimensions are to outside fee of wmtl naming Exterior walls are 3-1/2 Inches thick unless noted otherwise. addition mitl ty requirements subcon[raRor. Refer m mrs[mRion dzcumen[s for any additional munry/cey requirements. o n documents 8. Windows as emergency agrees (sleeping arras) shall be minimum net clear opening N 5.7 Square feet The minimum net clear opening Might 6. Interior perimeter foundation drain shall be Installed with 3" drain the at 6'-0" o/c through mmmt bidding. dimensions shall be 22 inches ant the minimum net clear o width shall be 20 irc'M1es. TM1e sill Might shall not be more Man 44 inches Pe^i^9 g J. Concrete a mall xim NASD galvanized m Weill anchors. Anchors are to embedded in mplate place concrete walls ant above floor. Emergency s shall be operational Tonal tram the inside of Me room without the use N keys, tools or special knowledge. g ry agrees opening p eY . P 9 "a/ spaced at 48"o/e (maximum), l2" (maximum) From each end of plate section and a minlmum M two per plate. Floor plates and sills e M m), 12"' Exception: Gratle floor windows may Mve a minimum re[ clear opening N 5.0 square feet. shimmed level. 9. At least one smoke alarm shall be Installed in the following ldations:(a) In the living area remme ham the kitcM1en ant making appliances. S. Co^aeM anchan mow Unite C.M.U. or mumcMd-place ounrum walls shell hp cock approved Simpson StrongTie l? x T TWO Threaded Menu Bdb(01 Smoke alarms a silencing feature or be photoelectric 20 feet feping. lly M a motlrg appliance must vet ual mWce 4112-mined into C. M.U. was shared at 48' O.C. mapmum 12- maximum mass meals and v in 12-m me ends of late Addd. eg 1 Pas P ddin nmate In eacM1 roam far sleeping. (c) On the ceiling N the upper level near the top or than a each mom op or above each sprisent other than a basement type. (Inordinary, g i Sump Pump m be insmlletl as required and locffietl ffi builder's tlixretion. ory dwetl in any multistorydwelling.y can dam the ing. TM alarm shall be lbasem s^ that smoke rising in the stairway cannot be pre shim by or listed a d alarm an intervening soar or obstruction. Me basemen[ ceiling near [M stairway. Pll tle[eRors shall be apProvetl and listed and approved I0. Concrete to be and Forms are not to be stdppM nor ba<kfill placed against Me wall until Me wall has shall be installetl in accordance wRM1 [M1e manufac[urels instructions. e i ufa to Strewth suffldent streng[M1 or Ms been braced to prevent damage by Me backflll. Men brace to nt der LL Exterior foundation walls of concrete mmbudion enclosing bassmeMs shall be dampproofed by applying a coat M approved bIW mlreus material to the wall From the foMing to the finish grade at the recommended rate. In areas where a high water table or Other severe And water conditions are known to exist, exterior foundation walls enclosing habitable or storage space shall be waterproofed. - Refer to Foundation Nan for specific dampprmfly / waterproding requirements. 12. Buildingfoundations are designed based on an assumed soil Mann c of WOO P.S.F. except for bearing below wmW M iers - g g capacityg p 10. Wind burning fireplace chimneys shall exert at least two fact higher than any portion of the Wilding wM1ee ten fret, but shall not be less than three fret above the pad[ where the chimrey pastts erough the roof. IL The garage shall be separated from the residence ant its attic area by net less than 1/2-inch gypsum Want applied to the garage side. Garaged beneath habitable moms shall be separated from all habitable rooms above by net less than 5/8-lnch Type % gypsum WaM or equivalent. Where the separation is a floor -ceiling assembly, the Structure supporting the Aparabon shall also be protected by rot less Man 1/2-lnch gypsum Ware or equivalent. - Refer to Floor Plans for Specific information. 12. Maintain 2" clearance between chimney ant combustibles. Freblocking must be done at all floor and ceiling lines with approved mnMombu bble material securely fastened in place. 13. Fire blocking shall be provided to cut off all mrcealed draft openings (both vertical and MdzoMal) ant to form an effective fire hanier between stories, and between a tap story and the rod space. Fire Mocking shall be Provided in mod -frame construction in Me following location L In concealed spaces M stud walls ant partitions, Including furred spaces and parallel rows M studs or staggered studs; as follows: 1.1 Vertically at the ceiling and floor levels. 1.2 Horimnfally at intervals not exceeding IO feet. 2. At all interconnMiom between concealed vertical and horizontal spaces such as occur at soffit; drop ceilings and cove celings. 3. In mrcealetl spaces between stair stringers at the tap and bottom of the run. Enclosed accessible space under stairs shall have walls, under stir surface and any entire protected on the enclosed side with 1/2-ircM1 gypsum Ward. 4. At openings around vents, pipes, tlucn, cables and wtra at ceiling and floor level, with an approved material to pro the free passage N flame am products of combustion. 5. Chimneys add fireplaces. 14. Openings between garage and residence shall be equipped with 20 minute fire rated insulated hollow metal dorm, 2'-6"min der width. 15. Hefabdcat J Fireplaces shall be listed and labeled and shall M ingelikeel in accordance with the conditions M the listing. 16. Aluminum gutters and dowmmuts shall be provided as required to provide water flow away from immediate building perimeter. Far open valley lined with metal, Me valley lining Shall be at least 24-inches wide. IJ. Provide an attic access framed opening of 22" x 30" minimum to any attic area Mat exceeds 30 square fee[ and has a vertical height of 30 inches or greater. The vertical height Are be measured from Me top of the ceiling framing members to the underside of the roof framing mberc Is. Staff Interior stairways shall have a minimum 6'-8" (finish to finish) headroom, 8-1/4" maximum user height and 9" minimum tread length. The minimum clear width of a Stairway shall be 36". Refer to plans for exact dimensions. Open hspermitted,eshall be permitted, provided that the opening War n treads does Fiat emiit the passage M a 4" ammeter A Mm. p P 9 p rappilis Monorails Ha provided shall have a height of m toy off i[oM1etl guardrail height) measured d veltl sh from Men n e the [reatl and shall abe s g ( p g g) eas y nosing on landings. gsIeastTwo one side Se IM1ete radiayaltow or omored!co Allrequired If the tormallsti zM1ofhall the Con[i occur Me full Isngle tethe ndiwexcept on each oche Two or more separate rails shall to minateeIn c el pop us If Ind safety for final of Ind rails saga over asingle tend -moo and within M d a gotML Ends shall th returned n shall (eliminate In newel he w or zafe[y Iermllals. If n shall ll have either i wall -mounted cross se handrailwa and a g r of 1-1/4' Minimum IM1e wall mounted i it most realm Into [M wall. The hand grip onion shall have grasping sura circular Across section with a shall a minimminimum(02-J/8"maximum. projecting handrail Makes that provide anequivalentess than surface arepermissible. the M Edges shall have a minimum radius of g p ircM1. Hantlrails projecting hoe a wall shall have a space of re[ less than 1-1/2" between [M fmrail and Ind wall and/or the bottom railing plate. Gperdralls PorcMs W s miss or raises floor surfaces Ma located more Man 30" above the floor or race below shall haveofetIof than in height. Open Side u Stairs ve ticM1 a [Mal rise of more than treads. salve [M floor or g guardrails g than measured vertical) from Me eosin grade below shall have pitched guardrails of net lea than 34" in height y 9 re n t [reads. Horizontal spacing between Me vertical members in required guardrails shall M lea Man four inches at Me nearM paint between the members. 19. There shall be a floor or a minimum 3 foot by 3 foot landing on each side of each exterior door. Exceptions: L The exterior landinga the required egress doorway MOM door shall not M more than 8-I 4" below the fo of the threshold, provided q g v( ) / p , that the Moor, omen than an exterior germ or screen Moor, tees not Awing over me at than 2. Where a for the a of Mro or fewer risers is located on do exterior side i a tloor, ghat than me required exit door, a landing is nee required J for the exterior side a the afar provided the door tloee net swing over me stairway. 3. A landing is not requirM at [M [op of an interior flight of stairs, Including stairs in an enclosed garage, provitletl a door tices no[ suing over [M1e stairs. 20. Glazed areas in hazardous locations shall M tempered: Hazamoua locations. The following shall be considered specific hazardous locations for the purposes of glazing: 1. Glazing in swinging doors except jalaustes. 2. Glazing in fixed and sliding panels of sliding door assemblies and panels in sliding and bifold clout door assemblies. 3. Glazing in storm doors. 4. Glazing In Section R308.4, Item 6, in walls perpendicular to the place of the door in a closed position or where access through the door is to a clout, storage area, or bathroom. Glazing in these apricaions shall comply with Section R308.4, Item J. S Glazing In doors and enclosures for M1m tubs, wM1ltlpmis, slums, steam rooms, MtMubs and shoe m. Glazing in any MIT of a building wall enclosing these compartments where the bottom exposetl edge of the glazing is less than 60 inches above Me drain inlet and 36 inches horizentally Dom Me inside edge of Me tub or compartment. 6. Glazing, In an Individual Fixed or operable panel adjacent to a door where the nearest vertical edge Is within a 24inch rc of the door In a closed Position and whose bottom edge Is less than 60 Inches above the floor or walking surface. 2. Glazing in an individual fixed or operable pacel, Other than those locations described in Items 5 and 6 above, Mat mee6 all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 Square feet. 7.2 BM[om edge lea than 18 inches above the floor. 7.3 Top edge greater than 36 inches above the floor. 7.4 One or mom walkingsurfaced within 361rches horizontal) 0the glazing. 9 9 8. Allglazing railings drama of an area or height above surface. Included are structural Wlue[er eels 9 rig inregardless 9 9 pa and Mmo-ummal in panels. 9. the walls inches a veer walking and wit OIZMehorizoaid sees the [MWttomeais Glazing g swimming pa g Ind glazing Is less than 60 inches above s walking surface am wRM1ln 60 inches M1onzon[ally M [M1e wa[eYs edge. This mall apply to single glazing and all d panes d multiple glazing. 10. suffice of the nt glass is lies ays,than 60inchariarampswitnm 36 �ea Ment walking M swalking surface when [M1e exposed zurtace of the glass Is ind tarn 6o lathes above the plane 0the adjacent walking stairway Il. Glazing adjacent to a glass I less 60 60 inches n abovey a ee bottom tread M a stairway In any alrectlon wM1en [M exmsed surface of g glass Is less tarn Gausabove the rime of the [recta. Exception: Ting following Items 1, 6s, materials am uses are exempt fiom IM1e above bafartlous locations L Oecontive glass action Items 1, 6 or 2, 2. Glazing in Section R3]8.4, Item 6, when Were is an intervening wall or otM1er permanent bonier between the door and the glazing. 3. Glazing in Section to a closet Item 6, in o walls per 3 feel or l s [M1e plate of [M dint in a dotte position or where access through the tier is W a closet or storage area 3 far or has in aepM. Glazing in Mae applications shall comply wRM1 Seating 0. SItem J. Sects 4. Glazing in Section R338.4, Items J and 10, all t a capable of bar is insfalletl on the accessible sides)you of [M1e glazing 36 fact without 2 it con abwe IM1e glass. The bar shall be capable of inchrtantlirg a horizontal load of 50 pounds per linear foot without contacting the glees and mounted r huN on of dace the pin Ms at. S Mirrors antl start glass panels ,Items or and I s surface Mat provides a coMinnus backing support. 6. salary glazing In Section l lae.4, gems m aria a Ie not requires where: fi.l The side of vrtoi s of t landing or ramp has e, guardrail or hantlrail, irc'lutlirg balusters or in -fill panels, complying with the Provisions s [M1e re it r Man inch and 6.2 The plane of the glees is greater than 18 inches from [M1e railing. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Incal Codes CityGiLIF Camped aVIT�oidjamaWML��//\\���� DATE: 09/06/19 assume 3000 P.S.F. Additional mglneaMg Is required If All bearing capacity Is less than 2000 P.S.F. 13, A 6 mil polyethylene or approved! vapor barrier with joints lapped net lea than 6 inches shall he placed Wdwcen the concrete floor slab add the Mae course or the prepared Andorra where no Mae course exists. Exa itiom Ind vapor barrier may be omitted: A. From garages, utility buildings and other unheated acceswry structures. B. From driveways, walks, patios and Other flatwork not likely to be enclosed ant heated A a last date. STRUCTURAL NOTES 1. Interior partitions shall M 2x4 Stud constmcaon with 1/2' gypsum board, unless otherwise sted. Lind - Bearing walls shall have Stud placement 16" or 142" o/c (me floor plans) and double tap plates Non Wad - Bearing partitions shall M 24" o/c maximum - except for all tub shower walls and kitcMn walls where upper cabinets are located shall M mnstructed at 16" o/c Moisture resistant gypsum Ward shall be provided at all to edower areas and concrete backer board at all full height Shower bath areas with smooth, hard and non absorbent, or otherwise noted on flour aria finishes Ceramic the within Me imm Jiate shower and With areas shall extend re-0" above finish floor. Memo 2. All exterior walls shall M shatMd with .135' Thermo Sheath eMerlor sheathing (blue). Refer W Drre l evaluation report TER No, 1310-03, TM1emm-Sheath Is a water resistive harder complying with Section R703.2, preavided hanzoMal ant vertical joints are weatMHapped at least 3/4-Inch. Sheathing shall be anchored to studs at all (4) sided using 16 gauge t" crown x 1-1/4" leg staples. Staples should be spaced at 3" o/c at all panel edges and 3" o/c he Intermediate supports. 'Simpson' TWBl2 or 'Simpson' TWBl4 metal let -In bracing shall be Installed per ontrvctlon documents. Bracing shall be at Into the top ant bottom plates am the Intervening Studs, placed a 45" from the horizontal and attached W the framing in conformance with Me manufacturer's specifications. 3. The minimum grade and allowable stresses for structural members are: A. Repetitive member used: Studs = SPF Stool grade Or better ]Oise = M29 (m equivalent) Machine Graded or Select Structural SYP Rakers (2x4 and 2x6) = SPF Y3 Rafters (2x8) = SYP Al Rafters(2x10 and tamer) =M29(or equivalent) Machine Graded or Select Stmu ml SYP B. Mlcrolam LVL's He = 2600 Fv = 285 E = 1.9 x 106 lac = 250 C. Steel Beams: Yield Stress values of Fy = 50 Rai 4. Design Use Loads are: 60 Itai Balcondes (Extenop and Decks 401M/st Guardrails am Hanarais(Concentrated load) 200 He Dwelling ones (except slceping roams) 401belief (10 Ibz/zr-Dead Load) Sleeping moms 30 Indal (10lM/sf-Dead Load) Stairs 401M N ROM $ eN l.md 20 IM/e( (min.)- Rea Pitch > 3 in 12 Wino Premium QD 90 mph, 3 xtond gust, exposure B I6.S Ibs/N (TS mph fates[ mile) Tess Benign Wad Uses Wad 101M/N Design Brad Design Lmtl zT tools Total Design two 371f Tmsxs shall be connected to wall Oates by the use N approved connectors and shall be installed in accordance with the mandaaumes speclficMiom: (1) Simpson Strong Tie (H2.5A): 4951M/connector Combination or multiple usage of elements may be used to meet the minimum uplift requirements. Barters w/ Slopee Greater Than 3:12 with no Finished Ceiling Attached to Rafters L/180 Interior Walls and Partitions H/I80 Floors L/360 Exterior walls- wind loads with bril finishes Pop Exterior walls- wind loads with flexible finishes H/I80- exterior walls with iMeror gypsum board finish All Other Structural M¢mtp 1./240 S. eonventiommlW Framed Roof Raaea Thefollowlng are standard unless othamlu notes): A. Use 2x12 rakers heall insulated spaces B. All rafters to be spacow at 24" o/c unless noted MMrwise on construction documents C. All rafter slopes to be greater than 3:12 MAXIMUM RAFTER SPAN TABLE - LIGHT ROOF COVERING RAFTER SIZE WITH NO CEILING ATTACHED MA%pVM SPAN 024' We 2n Or LL 10 of D.L. WITH DRYWALL CEILING ATTACHED MAXIMUM SPAN 024' We 20 pro LL 10 of D.L. 2x4 UP to 2'-1" UP to 6'-11" 2x6 UP 2'-10" UP 2'-10" 2x8 UP to 15'-9" UP to 15'-9" 2x 10 UP to 18'9" UP to 18'9" 2x 12 UP to 2Z'4A UP to 2Z'4A 6. All muMPle 2 x headers and multiple LVL beams e M fastened together a top am bottom Into each adjacent member with minimum (2) rows of 16d nails to 12 Inches o/c, Staggered, unless noted aMrwlse. ory ZI1rs1I1I�I SI 9�j1I�1�I T ory 2. All wood beams with Steel flech plates are to be Wlted together with 1/2" 0 bolts at 12 inches o/c, staggered top am bottom weM1 two Wks at each am unless omerso noted. 8. The following Floor System is offerer Tongue and Smile OSB (Oriented Strand Board), glued and nailed per APA rated STURDI-FLOOR specifications. Refer to Purchase Order regarding thickness N ORE. Mug FLOOR SPAN TABLE Our Rated Sturdi-Floor Pards Non -APA Rated Sturdi-Floor Pards JOIST SIZE SPACING (o/q MAXIMUM SPAN MAXIMUM SPAN qq pO L.L. 30 gulf L.L. 40 gulf L.L. 30 gulf L.L. 2 x 8 12" l6'-11" l8'd" ma ma 2 x 8 16" l5'-0" UT-10" ma ma 2 x 10 12" 21i 23'-t" ma ma 2 x 10 16" IT -I" 2RM" ma ma 2 x 10 19.2" 16-3" l8'-3" ma ma 2 x 10 .2"/38.4"* l8'-0" 19'-l0" ma ma 2 x 10 24" pV-7" 16'-3" ma 2 x 12 12" 24-7A 27-6" ma 2 x l2 16" 2l'-4" 23'-l0" ma 2 x 12 19.1" l9'-5" 2l'-9" ma J 3 x l3 9.2"/38.4"* 3l'-1 l" 34'-t" ma 2 x 13 24" V'-5" l9'-6" Arricirrilirrillerrilli� ma 3B, o/c. STRUCTURAL NOTES - Cont'd. 9. Drilling and meal - smtls: Any And in an exterior wall or bearingrtiaon May be M or notched to a depth net exce Jin 25 Percent pa P 9 g M its aid, p Studs in mnbe iPartitions may beg hole i to r recede not to exceed nt Percent M a single he a ge d any 4W ^ay to bored or tlrilletl, provided that e o diameter st M the reaping hole ism greater than 40 percent of cM1 4utl ch. U edge le the hole is no closer tarn 5/8-irc'M1 m the etlge of the s[W, ant IM1e M1ole is not Iocffiee in the same section as a cut or notcM1. -See Table SI Exce Ion: 1, partutl ^ay be bored to a diameter t not exceeding 60 cerent of its ed glee sprovidedrtea that sucM1 Stutls located in exterior walls or bPariy pa rtroved are doubled May that not more lban two successive doubled seas are bored. z. Approved awe shoes May be used when installed in accordance with me ma^Mactarera reaommeaatio^. PP Y m. feeling and namhim M cog plax: when or ductwork is laced fo on rtI exterior wan or interior Imd-bearig wall piping P Fairly in g esiall a le sin idrillingto notcM1in M[M1e to late b more than 50 rcent of in width, [M1e ate shall be reinforces with a 24 gauge 9 9. r 9 PP Y Pe IY 9 9 Orel wall angle spanning the distance between the adjacent rues. Exception: When [M1e entire side of [be wall with the rotCM1 or cut is Cwa N by vrooe structural Panel sbeathlng. LL Drilling and notching M IoIRs and rattem Stmcturel floor members shall not be and bored or notched In excess M the Ilmeatlons spe cified in this section. Sawn lumber. Notches in solid lumber jet= rafters and beams shall not exceed one -sixth (d/6) of the depth of the member, shall not De longer than [0 d (d/3I of the depth of the member and Are not M located in the middle one-third of the span Notched at Me ends of the member shall not exceed one fourth (d/4) the depth of the member. The pension side of members 4lrches or greater in nom rel Mlckress shall not be notched except at We ends of the members. The diameter of Mled bored or cut Into members shall not exceed one third Ithe depth of the member and shall not he located In the middle ore -third of the some Holes shall not be closer than 2 Inches the top or bottom of the member, or to any other hole located In the member. Where the member Is also notched, Me Mle shall not be closer than 2 Inches to the coach. - See Table S-1 Engineered Wood products. Cuts retcM1es and hold W red In Decades stmctural cod site lumber, stmctural duce -laminated members or Somali 9 considz are In the design except where ber by a r gi the manufactureYs remmmendatlons or where Me effects M such atteratlons are specifically comldered In [M design M Me member by a registered design professional. 12. No flee or notches are allowed in beans without written approval N Fischer Homes Architectural Services. Table S-1 ALLOWABLE NOTCH AND BORED HOLE DIMENSIONS JOISTS and RAFTERS BEARING STUDS on -BEARING STUDS urinal Actual Mae Met a/3 25%w 40%w fi0%w 4" 31/2" 5/8" 11/8" 7/8" 13/8" 21/8" 6" 51/2" 7/8" 1 7/8" 13/8" 21/4" 31/4" 8" J 1/4" 1 1/4" d3/8 2 3/8" 13/8" 2 7/8" 4 318" ID" 91/4" 11/2" 31/812" 111/4" 1 J/8" 3 3/4" E4-t{M°wa rc eta Milk II TTlX ) ", xcxnxoix. e exoaw*roorroaT 13. All trussed; are stamped and certeied by a registered engireer and shall meet TPI manufacturer minimum requirements. Truss bracing shall he installed per manufacturer's specifications. 14, No cutting, notching or modifideom shall be made to any trussee without the approval of Fischer Homes Arditedural Services. 15. All mod columns to be ancfred to concrete with corrosion resistant engineered composite plastic became.. For column Wad, me Simpson CPS5, compmee plastic pull base (err equip nailed to presure treated column. Stands amfr to p nth slab with 1/2" diameter anchor or expansion fp embedded into concrete and extended into wood post. 16. All interior lumber in contact with concrete Shall be Wrate treated ant shall use galvanized convectors. All exterior lumber lumber ex ses to weather Atli be AC Plkaline Co Bud) treated and shall use'2MA%" mated connectors. ( W ) Q( Copper I 17. Steel lintels suowrtirq masonry veneer are as follows: 30# LOADING CLEAR SPAN ANGLE SIZE BRICK HEIGHT BEARING ANGLE LENGTHS RESOURCE CONDITION X-6" - 6'-0" Z 4" x 3" x 1/4" ALL 4" 3'-2" - 6'-8" ANGLE 2-6-Q, 3-0-Q 3-fi-Q, 3-8-Q dual 4-6-Q, 4-8$ be Q, 5-6kc as Q, 6-0kc 6L-Q, 6-8-Q (i'-1" - W-2" 14" x 3" x 1/4" P' - 24" 6" T-1" - 9'-2" ANGLE 7-0 1.4Q 7-6 1.4Q 8-0 1.4Q, 8fi L4-Q 9-0 L4-Q L 5" x 3" x 5116" 25" - 49" fi" J'-1" - 9'-2' ANGLE J-a 1.5-Q 7-6 1.5-Q 8-0 1.5-Q Me Lb-Q 9-0 LS-Q 8'-3'-16'-2" Z 5" x 3" x 5/16" 0" - 8" 6" 9'-31A -1]'-2' ANGLE 9-6 Load, 10-0 L5-Q 10-6 LSQ, 11-0 L5-Q 11-6 cal I2-0 call12-6 L-S13-0 call13-6 LS 13-0Lane LS 15-0 15i 15-6 LS Q 16-0 call 16-6 call 17-0 LSQ 9" x 3" x 5/16" BENT PLATE 9" - 97" 6" 9'-3" - 17'-2" ANGLE 9-6 uo-Q,10-0 1-16Q 10-6 uo-Q, I1-0 L30-Q,11-6 LID-Q I2-0 L30-Q,12-6 LID-Q Laos L10-Q, 3-6 L10-Q but L10-Q, 14-6 L10-Q 15-0 L10-Q,15-6 Le -Q 16 -0 L10-Q,16-6 Le -Q 17-0 too -Q 16'-31A -18'-2" 9" x 3" x 5/16" BENT PLATE 0" - 32" fi" 1J'-3"-19'-2' ANGLE 12-6 L10-Q 18-0 L10-Q is L10-Q 1 19-0 L10� REFER TO PTANS FOR SIZE >32" 6" TWO STORY BRICK CONDITION NOTE: FOR ALL ANGIFS & BEM PLATES, LONG LEG IS VERTICAL lod Wil Wmer (where Inoldteo on plans) is to nave zz gage (minimum) corm9sd, gawanmea Areal wan ties at it a/c Forecasts and zz- a/c veNdl (J courses). Each wall tie [o support a maximum M 2 2/3 eg. R. M back Provide commands base flashing with weep holes at 24" o/c maximum. Additional brick ties shall he rovmded around all wall openings Ind greater than 16" in either dmrectmn. Brack ties wound! Me p pa Perimeter M openings shall M spaced net more than 3 fee[ o/c and placed wmMmn 12 inches of [M1e wall opening. Table 602.3(1) - FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION of NUMBER and TYPE of SPACING DESCRIPTION NUMBER and TYPE SPACING of BUILDING ELEMENTS FMTENERa me FASTENERS BUILDING ELEMENTS FASTEIIERA Sc FASTENERS JOInsto 511 or, GINer 3- Sit (21/2'x 0.113') Continuous healer to 4-Bd Q 1/2'x 0.113-) - be ne11 Stud, toe ,oil Sole pare to cold or load(3 hex 0.135') Is-o.c. Raeder to Nate, to, nail 2-load (3 i x 0.e5') - Dealing, face nail Saudi COrrer gains Led O'ARIM-) 24'o.t SOIe Nate to 3019 Or 3- 16d(31/210.135') Is- O.C. Bulk -up Qrhm and too far x 0.12W) Nail inch Makin at&acel wall Ramps xems, I lumber later as layers p• Top Or 501e Nate to 2- 16d(31/210.135') ocne top B Stud, end roll bottom, vered. sfa0.11T) Ste to Son pate, 3 - Bit a 1/z' x or Twoonalls at We na11 2 -16tl 01/210.1359 ends B at each sp6w. Double Studs, Some on too oz x 0.128') of 0c. Double Top mans, rod he x 0.128') 24-As. Rod Room m Ridge, Man Fall Vail" Mon Rtlrers: 11 face nail ♦ - lord I1/210.135') 3-1M(3 me x 0.135') Double Top Pb4s, min. 8- 16d(31/210.135') ch INIZM a End Inner Ties to Reten, 3-Bd A VIA x 0.113') coal, race nail In lapped area are nab am Joist b Top NM4 Sit(2 ISA x 0.113') 6'o.c CMeTies to Inner, e and race nail (or) 3-101(T x 0.128') ] LIP a 20 gage ridge strap Top NRe4 laps at 2-10d(310.128') Tanners ant Blocking between coats 3-ad A VIA At 0.113') - Imrsewons, face nail o.RatersroTopPlape, wnpniad Meader, load x 0.135') Is -or. along We u two 1¢es p each edge 9 ME RIPnON of BUILDING SPACNG M FASTENERS MATERIALS pE¢RIPTION of FASTENER ce Edges (IrMnes)I InMrmedbM wpporM"`(Incnes) Subaoog Root & Wall 1/2' and less 6d common he x 0.113') nail (suMlmq wilR 6 12 Sheathang to Framing Bit common Q III x 0d31') nail (mt r A2de 16 ga. l 3/4' 3 6 StmRunl mmineW .I32' 16 Place IA Shall At 1 LC Iq Aasks 3 3 sbeathlno QI imtlon 5u[fbor 3Wand lms 6d deformed (I' x O.12V) nail or 6 12 Underbymentm BO common(z IRA At nail framing 2/9'and A Bd common (2apple 0.131') nail or 6 I2 Bit deformed Q 1/2' x 0.1201 nail 11/8'-11/4' lOdmmm6n(3'a0.I" In ll or 6 I2 Bit debrmad is ble x 0.120� nall ie per Four = all me; a up= took am. Smoke boxa. ul Se are smooth common, r or aef,rmea abanka Nzoo ,there menrme shaped. Nails used for framing am meth conrealons shall how minimum wersge bearing skid amnowz W chain) 00 W, car ,bank diameter of 0.192'mcb cord common nail), 90 pull for shank diameters hest than 0.142 Mn but nor larger than 0.177 Inch, and 100 all for shank dlamtters of 0. 1421nch or less. M staples we 16 gage wire and have a In 7116- Ha rich. c. Nails Abell be spiced at s than Supports a spans are handrail or freeze d. Four am love mot or 4an foot pelsshall bet a a,Ilelli SuppSupportshandrailr. deep rerig na fatal net re Included In this true shall be bad on Table tud i. r regions having may wind speed of 110 mph or greater, ad deformrl Q 1/2-S 0.120I nails shell be used for MbcMrq Mvp am wool structural pare) rwf sheathing b to ming within minimum 48-inch distance from care and walls, If mean ma Might Is more than 25 het, up to 35 het minimum. g. For regions having basic wind speed of 110 mph or less, nails for attaching wow Auaum parel rwf something to Wake end bell framing mall be spored 61rch® on AIR INFILTRATION NOTES 1. Contractor shall Install poly sill sealer between all sill plates and tap of foundation wall N all Irving areas. 2. Coreraaors shall glue and zeal plates at floor, window, and door Permeer/tier thrdMldz during mnzo-ualon. DOORS & ROOM OPENINGS 1. Rough Opening Sizes for Interior Door and Room Openings: (Unless otherwise noted on plans) A. Frame all Interior 6'8' Non Load -Beano Door and BbPres Door Header Heights at 831 4" off subfloor at nand ood camel[ and cishadep9 9 B. FrameallInterior 6'd" Non Load -Bearing Door and Bi-Pal Door Header Heights M 82 3/4" ON all at vlrryl materials. C. Frame all Interior V-8" Laid-8eany Door Header Helena at 82 3/4" o8 subfloor at all floor materials. 0. Frame all interior V-0" Non mad-Broaring Door ant Bi-Pas Door Header Heights at 991 4" ON suMloor at nwp artlptl ceramic and uMa materials. g / E. Frame all interior 8'-0" Non Load -Bearing Door ant Bi-Pas Door Header Heights at 98 Sul ON suMloor at virryl materials. F. Frame all Interior W-VA Led-B nW Door Header Heights at 98 3/4" o8 subfloor at all floor materials. G. Frame &-Pass Door wictla to dimensions tabled. H. Frame Interim Single Swig Door ant Double Swing Door widths to 2" wider than door size. 1. Frame interior Double Swing Door w/ T-ARragal widths to 3" wider than real door size. J. Frame all Interior doors with 12-IrcM1 transoms by adding 12" to height specified W flooring mMenal. K. War to Sheets Add and AS.1 for Room Opening Header Heights. z. Rou h o en Fi Sbee for Exterfon Door o S: Unless othemke noted on lam . Frames exenor Ooor Hea er ___ Heig[s�l�, r Me extelllrr�illlordelllrrrlllrougM1 o em MySplitoff�toIII IIM suIllrbfl�IIIIIIoo^r at all fllllro�Illor metlllre�nlllals. IF I I�I I � 11 1 I I II I I I7I I DOOR WIDTH I BASE I ONE 10"sL I TWO 10"SL I ONE 12"sL I TWO 12"sL I ONE 14"sL I IWO 14"sL Rough Opening Wrtle Mmensiom T-6"Sin le 9 321 " 2 -8" Single gut " T-P'Single SO Joan, R 50" 61 / 5r 651/2" 5r 69 / V-0" Double JS" - Ar A - A Ar Pi 601Y' - - - - - - olPatio - - - - - - 95 5/2" 5/" - - - - - - V4APato 9'-0" Patio 0 lOJ" - - - - - - tio 6'-0" Patio (8R M1t) J6" - - - - - - Patio (BR M1[) 1161 5'-P'SGD VMA , - - - - - - 6'-O'•SGO R"'• Masonry Opening Wide OimerosiOre 2' 8" Single 37 1/2" TM' Single 41 1/2" V-P' Double A.- - I - - - - VMA Palo 631/2' - - - - - - 6'-0" Patio 751/2" 5'-0"SGD 63" I I F----, i1 / 000R HEIGHT NO TRANSOM 12 XIGX TRANSOM 18" HIGH TRANSOM 24' HIGH TRANSOM SHOULDER TRANSOM HALF ROUND TRANSOM Rough OMnIM Height dmerelore* W-8" Heigh 831/4" 951/4"*** 1011/4" IOJ t/4" 100 3/4"*** 118"*** 8'-0"Hei M 99 1 4" g / 111 1 4"*** 134"*** 6-8 Patio Patio Hot I 8o dollar I 92 Jcd, I - I - I - I - &4APatio Hit I 991/ed I _ I _ I _ I _ I _ SGO Heigh 1 80" 1 92" 1 - I - I - I - Masonry Opending Height Mmemians** WMA Height 1 87 3/4" (I Rate HD 85pope " SGD Height it 84 1/2" NOTE: * Rough Opening heights include a IN Treated SII Nate, which is added to the threshold of all doors. * Masonry/Concrete Opening heights are measured from the top of footing. They include a lx4 treated Sill Plate, whMIT is added to Me threshold of all doors and a 1" weather lip in the concrete Sid In "I Rough Opening heights for doors with headed glass transoms are 1/4' M1igM1er. WINDOWS 1. Roughocon Sizes r Vinland Vl I-aaa Windows: Unless otherwise noted on plans) A.Rough Openings are noted on the exterior Elevations and Floor Plans as Me window description. For Example: window sescnbed as a 3056 has a rough opening of T-0" x V" p 9 6 widow described as a 4440f has a rough opening ig is x a'-0^ B. Refer to Sty window A3.0 and A3.1 for s Window Hinder n t M16. 9 C. All specialty wmsow rough Openings will be noted on Me ArcM1lteRural Floor Plans. 2. Eared Sizes for Vol"! Windows: 4050, 11I0, 5040, 6040 slider windows and larger, 3052, 3056, 3450 single hung windows and Urger meet egress requirements. 3. Eared Size for Vim!{!ad Windows: 404% 5030, 6030 slider windows am larger, 2856, 3049, 3449 double hung widows and larger meet grass lies ulremeMs. 4. laW'Eglazing Windows BcatlOes: W0.3 Windows Via 0.32 Windows 1st 82m Floor Slider indow U-factor= 0.32 SHGC= 0.42 U-factor= 0.32 SHGC= n0.29 ow Basement Hopper Winds offactor= 0.31 SHGC= 0.42 U- factor = n/a SHGC= crops Movement Hopper Widows V-factor= 0.31 SHGC= 0.37 U-factor= n/a SHGC= n/a INSULATION / ENERGY NOTES Enemycompliance follows the 2009 lntemMlonll Energy conservation Code Performance Path.) The following information desmbes co p 9Y ( ) 9 Fischer Homes minimum energy package. Refer [othe actual constructed documents for additional AM requirements. L Ceilinas (Standard design,unless seerwise noted on plans): R-38 Wean Wool or Fibs lass Ireulation with homes eve toads Appeal r9 every pa 2. cathedral Ceilings wie Attic Space above: A. If IMedor Slope Is 5/12 or less: 4' long R-30 Batt Insulation with Kraft face vapor barrier down - face stapled (max. 500I and R-38 Moan Wool or Flber lass Imulation for the rest of the ceilin . 9 g B. If Interior Sloperester Man 5 ula 8' Ion here Mtt Me ceiling. with Kraft face vapor banner down -face z[a led max. 500 ft, and is / g p p ( m) R-38 Blown Wool or FiMrglaa Insulation for the rest of Me ceiling. 3. cathedral Qllings without Attic Space above: A. 2x 12 Ratters: R-38HD Batt Insulation with Kraft face vapor barter down -face stapled. B. 2x 10 Rafters: R-30HD batt Imultion with Kraft face vapor balmier down -face stapled. 4. Exterior Frame Walls (Smndam design, unless otherwise mated an plans): R-ISHD Batt Insulation with Kraft face vapor Writer to warm side. 5. Exterior Frame Walls M Tubs SMwem and Fireplaces (Standard design unless amemiu wmtl on plant): R-15HD Unforced Batt Insulation with FSK foil to warm side. 6. "race Common Frame Walls (Standard depoodans unless oeervzlse noted on plans): R-I5HD Batt Insulation with Kraft face vapor barter to warm side. J. Exterior Basement Wells and Garage Common Basement Walla (Standard design. unless othemke acted on deal A. If less than 2'-0" of Me foundation wall is exposed -use R-11 PSK fiberylass blanket insulation, 4'-0" deep. B. If greater than T-0" of the foundation wall is exposed - use R-11 PSK fiberglass blanket insulation, full height M wall. S. Floom M memangs: R-30 Batt Insulation vapor barrier up - face stapled. 9. Floors of habitable spaces Over onditbrod area: R-30 Batt Insulation vapor banier to warm side. 10, Basement Slab on Grade at Frost posting: R-10 Rigid Insulation, 2'-0" deep, a areas where grade covers 30" or less of the Foundation Wall above the T/ Basement Slab. 11. Slab on Grade at Furst Floating: R-10 Rigid Insulation, 4'-a" deep - Mnzontal, Link" deep - coercion. MECHANICAL, PLUMBING & ELECTRICAL NOTES 1. All electrical Installation shall meet Me requirement of Me 2009Indiana Electrical Code (2008 National Electrical Code). 2. All material and equipment shall bear the label or approval of the Underwriters laWraenes. 3. All mechanical, electrical and plumbing work shall comply with state and retiorel codes, as well as, local govemeg codes and/or ordinances 4. All bens to have exhaust fans, min. 50 [fin, vented to eMemr. SHEETINDEX ON General Notes ASIA Second Floor Joist Layout AIM Exterior Elevations MR and up Stair Section, Interior Elevations & Details A1.1 Extenor Elevation Details AJ.O Roof Nan and Heel Cut Details A2.0 Foundation Plan WH1 Standard Wall Bracing Details A2.1 Finished Basement Plan Ed,0 and up Standard Elevation Details A2.2 Finished Basement EletMcal / Trim Plan D2.0 and up Standard Foundation Details A3.0 First Floor Plan D3.0 and up Standard Framing Details A3.1 Second Floor Nan Do and up Standard Interior Trim Details MO First Floor Electrical/Tom Plan D5.0 and up Standard Deck Plans antl De tails A4.1 Second Floor Electrical / True Plan FP1 andup Standard Fireplace Sections and Details A5.0 First Floor Joist Layout WB _1 and up Standard Wall Sections and Details rz con - AS of Co 0 At u o E n o P t do dayU W 2 d Fir O n d 0 n 0 Q E o v c 12 Ol _ G. _ G. _ G. on _ ad m F to oA. c O in 0n G ca A. � asU 2 t u y. 0) E So Wa a Fa � 3 £^ ad9 V _ S 1 0 NQ. IL thatUp u, M N l I it m ..Q} I�K }Sant U m N £rc a OD i oom 1 Zup Z [n W F V) LAn X ns� .. Z GO (n IL s-i .. Oaz I wawa oN'S `10< i E0K0 Vu'¢ 2 Z ill � Q W IL > LLJ SZ Do p Q Z ii K O O N W r 1 W > 0 < V Ill- adi In LLJ sz H 3 Q u Q I w I Fly I L Z I O 1 U_ O I Z W O are Q O o at w Z Z 5 "T z = O ItQ O _ _ O 0 Ti OD3 � El Q. Z IIIIu u I", � O I'm w im LT W .. Z og 2: TT O = FFIT - = a i ft Sheet No. GN Job No. O1,110440000 MATERIAL LEGEND ALL MATERIALS ARE TPICAL' UNLESS OTHERWISE NOTED FIBER CEMENT I S PLANK NK DING -SEE DTL SHEETS SHEETS ® FIBER CEMENT SHAKE SIDING -SEE DTL SHEETS SHAKE SHEETS El WAVE DTL SHEETS CEDETS R SIDING WS-_SHE - SEE DTL SHEETS WS-_ SHEETS FIBER CEMENT BOARD PANEL - STUCCO FINISH - SEE DTL SHEET DI A Or D1.5 FIBER CEMENT BOARD PANEL - SMOOTH FINISH -SEEEE DTL SHEET D1.9 & DLS FIBER CEMENT BOARD PANEL - VERTICAL SIDING - SEE DTL SHEET DSA & DS.S CULTURED STONE VENEER - REFERSELECTIONS -SEE DTLL SHEETS WS-C LI BRICK VENEER - SEE DTL SHEETS WS-B DIMENSIONAL SHINGLES Ix8 GUTTER BOARD x 9 %' HARDWARD FRIEZE - w/ BARGE MOULD lx6 WINDOW TRIM - TRIM TO FET -OIL OS/DIA lx6 WINDOW TRIM - SEE Dns. 08 & 09/D4.0 T/ and. FILE. DBL. TOP e FIBER CEMENT BOARD PANEL - STUCCO FINISH -HOLD I"OFFT/SHINGLES -SEE DTL 0I/DL4 MR VERTICALSEAMS lx6 TRIM Ixe GUTTER WARD k" x 9114" HARD WARD FRIEZE - w/ BARGE MOULD - w/ BRICK (ADDER CAST STONE HEADER -SEE DTL 07/ALO T/ lid. FLR. DEL. TOP e Air square rootage calculations are wren to race or veneer -Grass square footage: Includes square footage that takes Into account floor sptte In a tiro -story volume. -Net square footage: Gross square footage minus the floor space In @ twooryvlume. Net square footage should be used for determining appralsal value. SQUARE POCTAGE GROSS MEA I NET MEE BASEMENT (UNFINISHED) 22M�R 2222 SO R BA (FINISHED) BASEMENT ENT (F Sp R ST FLU 278 2 2787 Sp R 2Q PORCH IS ISO Sp R PATIO 2 245OR DECK 27 2705yI SECOND FLOOR 229 2294 59 R FOTE: ER TO A7.0 FOR THE ROOF PLAN, RELEASED FOR CONSTRUCTION Subject t0 compliance with all regulations of State and Local Codes City yUoof Centel �VT�Vt�OaVAWML_ DATE: \\ 09/06/19 80A - 86% Oyu P na" as%- 'Ra" a. DETAIL DETAIL - CAST STONE DETAIL - CAST STONE 06 =ALEJACK ARCH #Q-J105 05ALEJACK ARCH #Q-J106 82'/a" 1' E 0 ^ DETAIL -CAST STONE JACK ARCH #Q-J131 `-F SCALE 3/8" = 1'-0" 11:A345 Pi'Ra" 114' Iuid DETAIL - CAST STONE JACK ARCH #Q-J107 0 I7 SCALE: 3/8 — 1 0 aN(y ^DETAIL - CAST STONE OL WINDOW HEAD#Q-5WO1 2' uo 12 �10 D-n-BATMN SHUTTER Z�PO 3PCI8x66S Ida RAKE BOARD S & HINGES 12 12- -EDGE SIDING EMEND 12" FROMWAVEY SHEATHINGlx TRIM 12 DIx8 12 RAKE BOARD DTL 07/D1.3 OB - EKTEND 12" FROM Ix6 GABLE FRIEZE I I SHEATHING - w/ BARGE MOULD - w/ 2" PAD -OUT FOR STONE NE WINDOW Ix6 GABLE FRIEZE HEAD ARCH - w/ BARGE MOULD MILLED BMCKET - SEE DTL 02/A1.0 12 K UDDER 12 lOD -SEE DTL. 09/ALl Ex6 WINDOW TRIM CAST STONE WINDOW HEAD �Q DIMENSIONAL DIMENSIONAL SHINGLES - SEE DYES. OB & 09/DE.a -SEE DTL OPICAL -3i{" 4'-3'/2 " - -TYPICAL Ex8 GLITTER BOARD Ix6 WINDOW TRIM -TRIM TO FIT - orL as/oLz %a x 9 %^ HARDBOARD FRIEZE -w/ BARGE MOULD lx6 CORNER TRIM s, -w/ BRICK LADDER Ise TRIM T/ 2nd FIR. DBL TOP e 'FTFON' DENTIL BRICK -*DTIMal -TYPICAL O li O.H. .n. 4"M1. x 4"d CAST STONE SILL - PROJECT BOTTOM t" 12 -SEE DTL 09/D1.3 �10 -TYPICAL - ILL W ND W 7.25D T/2nd FUR sUMMOR T/ 19. MR. DBL TOP e k JEI�a IIIIIIIIIIAIIIIIIIIII (III �� �' BRICK THRESHOLD \ PERGOLA SYSTEM FYPON TIMBER WARD-n-BATTON 2l/4"X23/4"CAST STONE SILL 05 -SEE DTRESHDLL _ SHATTER A1.2 � � � -SEE DTL. 05,04/AL l - #SH3PCISx665 Ise THRESHOLD r -w/5{pP5&HINGES -SEE DTL 03/DLl OS CAST STONE HEADER -SEE DTL. OS/ALL 5"w. x TT. STONE ROWLOCK 4"1. x 4"d CAST STONE SILL TYPICAL - PRO]ET MIT t" -SEE OIL 09/D1.3 -TYPICAL BRICK ROWLOCK 1 FULL lR" FROM OF VENEER _ _ _ _ _ D 01 FRONT ELEVATION 9'-0" FOUNDATION SCALE 1/4"— 1'-0" E an E 0 R' n J a E w p o c m t F v 0 o&& _ w Ad t U O C o- @ p p S 2 @ on N ~O an UY S m 0 a 5 m7 x A v E FI u a w m fm Un 10 vui o- xt _ < N D }�} =If In D ' a o m z Ul ILL � �zx dix If)wjw �=V m I-U 0o¢', Qrwr SVp �olYo u-a � Z K � Q W W LLJ O u Z � O K U) dd O V I— IY m LLJ L F 3 Q w 1 Of L Z 1 O U _ O 1 Z OIL O Q O ❑ W °g � g ~ gQ O Z L 3o O p w z n w m a LL w w ~ (n O w m Z 03 O v 2 a = - Sheet No. Al 0 Job No. 01,110440000 LINE OF STONE VENEER 6% 18j 6/p (2)%'0 HOLES FOR �r-_29°-- i PORCH COLUMNS DETAIL - #PC29H LIMESTONE 2911 x 13" PIER CAP 0 7 SCALE: 1/2• - 1'-0• S4S CEDAR Ix4 Sal CEDAR 2x10 NOTCHED AT BEAMS SAS CEDAR 2x I0 ANCHORED TO MST w/(2) %" x 12" CARRIAGE BOLTS 50.5 CEDAR Bx8 POST -NOTCHT/POST%x 21<" FOR BEAM -ANCHORED TO LIMESTONE CAP w/SIMPSON BASE ABU88 SCSI CEDAR Isle WRAP- S/BEVELED EDGE C"LIMESTONECAP 2" CULTURED � STONE YENEER - ON METAL LATHE ® ASPHALT PAPER 2x4 BASE P.T. 2x4 SILL RATESANCHORED TO SLAB w/TITEN HD ANCHOR BOLT TO C.L. OF POSTS --- Sw 1•-11^ 2x4 BASE 2•.S. CAP SEEOn. n. 1B/A6.1 o 0 DETAIL 6CALE - FRONT COLUMN BASES 1" = I•-0• i4S CEDAR Ix4 @ 16" O.0 34S CEDAR 2x10 C 16" - ).C.; NOTCHED AT BEAM 54S CEDAR 2x10 34S CEDAR 8x8 MET — e4S CEDAR Isla WRAP x— /BEVELED EWE Y'LIMESTONE CAP WAVEY EDGE SIDING 'FYPON' DENTAL BLOCK - #DTLB6%4%6 0 DETAIL - GABLE 8SCALe 1/4• - 1'. D• S m � 'h' _ wh' s• 05SECTION - PERGOLA 0 it PERGOLA ELEVATIONS a"-1' RELEASED FOR CONSTRUCTION �F nunjecnn compliance wine an regmal of State and meal Codes City of Camel �VT�VT�O*VAWML DATE: \\ 09/06/19 03 - TRIM TO FIT 02 01 V' x 9 %' HARDBOARD FRIEZE - W/ BARGE MOULD - / BLOCKING FIBER CEMENT BOARD PANEL -STUCCO FINISH -HOLD V OFF T/SHINGLES - SEE On. O VDIA FOR VERTICALSEAMS -TYPICAL Ix4 CORNER TRIM 4'T. x 2 3/4"J. CAST STONE SILL - PROJECT BOTTOM V -TYPICAL 2 1/4'T. x 4"E. CAST STONE SILL - PROJECT BOTTOM V -SEE DTL 09/D1.3 -TYPICAL ROOTING_ 12 eV� 12 12D 122 10 (/ 12 Z7�8 12 12 B� �8 12 12 12 l2 ^�8 12 / 8� \ 12 QB BER CEMENT BOARD PANEL - STUCCO FINISH -HOLD C"OFFT/SHINGLES -SEE DTL 0l/D1A MR VERTICAL SEAMS 12 44 x 9 V' HARDBOARD FRIEZE - w/ BARGE MOULD / BLOCKING Ix4 WINDOW TRIM SURROUND -TYPICAL T/ 2nd. FIR. DBL TOP f BER CEMENT BOARD PANEL - STUCCO FINISH - HOLD 1" OFF T/SHINGLES - SEE DTL Ol/DL4 FOR VERTICALSEPMS -lx4 CORNER TRIM - Ix8 BAND BOARD P'M1. x 2 3/4•'d CAST STONE SILL PROJECT BOTTOM V 2 V4"n. x 4"a. CAST STONE SILL PROJECT BOTTOM 1.1 -SEE DTL 09/DL3 -TYPICAL lx8 GUTIERBOPAD 9 Ye" HARDBOARD FRIEZE - w/ BARGE MOULD - w/ BLOCKING and. FUR. DBL TOP a -Ix4 CORNER TRIM - lx8 BAND BOARD P'n. x 2 3/4"a. CAST STONE SILL PRO]KTBOTTOM V PULL V2" MOM FACE OF VENEER -SEE DTI- 23/D1.0 2144"n. x 4"e. CAST STONE SILL - PROJECT BOTTOM V -TYPIC0L x 9 %" HARDBOARD FRIEZE - w/ BARGE MOULD - / BLOCKING nQ FIR. DBL TOP f -lx6 CORNERTRIM 1x8 GUTFERBOARD x 9 %" HARDBOARD FRIEZE - w/ BARGE MOULD - w/ BRICK LADDER HEADER 04/A1.0 w p �E v Q W m O P L m L U 2 @9 H 0 0 E O N V w N H a r o$ o� o� 6 = U 9 E u u w F 3 im la/1 9 � d S _ ID lit l ° Q _n } 0 CO m w toNCO vi ✓� N ZIn F V) u rc Oar QawQ Lui EOKO Vu¢ �z �J w oQ z ii m Q O OK N w 0 O V ED m W H 3 Q W � � w I � I = Z I O 1 U _ O I Z ° O Q O p c} v W Z Q O O W 3 � = �0 C) p w Z m w m a LL w w � DE) O w m w z 05 _ — 2 a Sheet No. Al ml Job No. 0110,0440000 O 0 z 0 0 SECTION - RECESSED ENTRY 5 S[A__ 3/8- 1'-0" I6'-9 MASTER BEDROOM TRUSS SPAN 0 1DETAIL - TRAY CEILING TRUSS PROFILES SCALE_ 1/4"= C 0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Carm�ed �VT�Vt�B*VAWML DATE: \ 09/06/19 W 12 x 22 STEEL BEAM 3 lfi 12 0 1'-0"@ ENDB 3116 3012 3/8"thK. x B'W. Sol. HATE - 1/8" THERO-PLY SiSA. 31 3 n"8 4' y I" MR SPACE BRICKVENEER BRICKBEAMDETAIL 2x4 FRAME WALL@ 16" O.a MYL1R FLASHING - EXTEND 8" BEYOND EACH SIDE OF W� - NAIL & CAULK T/ HSH'G TO Si TYPICAL W 12 x 22 STEEL BEAM - CENTER ON FRAME WALL BUCG ES BRICK WEEPHOLESY TYPICAL N -ANGLE UP FROM BTM OF SOLDIER 2x6's O -2'-0"ac& AT FA. SIDE OF OPN'G o O -KEEP WEEPS TO MINIMUM(3/16") SxB TRIM z Sx4 TRIM `o -RIP TO FEET 3/8"thi x 8"w. SEEL PLATE MAN I WE DTDDTL - STEEL BEAM HEADER 06 @ 16'-0" O.H. GARAGE DOOR SCALE 3/4" _ 1'-0" BRICK VENEER - WEEPHOLES ® 24' o.c. ABV. BOX BAY ROOF STEEL LIMEL -REFER TO GEN. NOTES FOR SIZE & BEARING REQUIREMENTS COPPER FLASHING - - SET TWO MICK & ONTO ROOF MATERIAL 2e6 LEDGER W. 2e6 RAFTERS @ 24"o.c.- 2x6 CL'G. JOISTS @24"ox.- - w/ 2x6 LEDGER Zx12 HEALER - - w/ (1) IS @ FA END 'L lion FRIEZE BOARD BPAGE MOULD THIN TO FIT L3 BLK'G. h6 FRAMING @ NAIL & CAULK TOP OF .40 MIL BUTYL TO THERMO-FLY SHT'G. O MIL BUTYL - PLY & DLS & ONTOEOF OVER METAL fLSH'G. HARDIPANEL 2x4 FRAME WALL BARGE MOULD M10 FLOOR FRAMING 1."0. 'FYPON'DENTIL BLOCK -# OTLB6x6xS CANT. SECTION - BOX BAY BRICK VENEER STAIR 1A__ WINDOW @ STA 0 3 SI/" _ V-0• J 6-43/4" 116 TRIM -TRIM TO FIT yM• 1/E1,THERMO-0LY SHT'G. sm., O.S. B. 1x8 TRIM 1p., DRYWALL BRICKVENEER 2e4 FRAME WALL: OUFIINE OF HEADER -ABOVE MDF PLWJD _____ y EAT SOLID BLOCKING 02 DETAIL - BOX BAY (a STAIR SCALE: 0, p _ m E T P N M O m U 2 Su O a 6 E E L N w @/ N p m F a r O m O S 2 U O E R U w 3 a a -_ �c Q _, } O CO w U NI NW Z n F N u'In � 0 HU: 0OQ QtiWti �iap fmai0 Bu¢ LLJ V Q z ii m Q O OK N a = W 0 O � V_ m L`L/J Y H 3 Q W � � w I � I L Z I O I U O I Z of O �O Q z z w z 3Q O Z 3 = 3 o O p w z ED w m a L,L�'� r w w F r1 W O w m w Z 0 5 E V o v 2 a Sheet No. Al 02 Job No. OBF010440000 O O z 0 ¢ DBL. (2) FULL HEIGHT STUDS ALONGSIDENGSxcsmE s-o^ WIDE WINDOWS NOTE: SEE DETAIL OS/03.0 FOR BLOCKING @ T-MY SEAMS 3'41/2'W. x J 4"4. MNF'R'D. SPRING ARCH - INSTALL BELOW WALL SGL TOP RATE a0 �2 05 SPRING ARCH (I 2nd FLR HALL sCA-E 3/8"_ 1'-0" 20'-0" BALLOON FRAME REAR WALL 2x1 q W Is Is 2x12 HEADER 5056P OPN'G 2x12 HEADER u) Is as S is 2830P OPN'G 28MP OPN'G 2816P OPN'G 5016P OPN'G 2816POPN'G 28600PN'G 5060P OFN'G SmalO N'G 2.-8. y. 5.-0. y. 2.-8. ROUGH OPENING ROUGH OPENING ROUGH OPENING 20'-0" BALLOON FRAME REAR WALL RELEASED FOR CONSTRUCTION L - FAMILY ROOM 2x6 BALLOON FRAME WALL 3/8"-1 0 4•-uy�^ 4'-2- 'O NOSING (5) TREADS @ 10" WOOD GUARDRAIL w/ BALUSTERS @ (BEYOND) (BEYOND) LESS THAN 4"SPHERICAL SPACING nunjecnn compliance wine all regmal of State and Local Codes City of Camel �VT�L3'�BKNAWML DATE: \ 09/06/19 @ m _ WOOD RAILING w/ BALUSTERS @ TO NOSING LESS THAN 43/8" SPHERICAL SPACING P' _ 3 £ s 02x8 PLATFORM FRAME w 5/8" O.S.B. SHEATHING HANDRAIL OYONm O^ 9'-7*' II V 112" DRYWALL (FINISHED) STAIR OPENING 4d HANDRAIL m O m � 4 £ 2x8 PLATFORM FRAME p t7 s -w $/8" O.S.B. SHEATHING ^:m £ ANCHOR STEPS TO SLAB TYPICAL N 5 3'-10" 5'-10" TON No (7)TREADS 0 3'-8" 5'-0. TO NOSING (6)TREADS @ 10" (BEYOND) (BEYOND) 01 STAIR SECTION SCALE 3/8"- 1'-0' $� �o y V e o m r m f z @ H O dO a E 0 u u o 0 0 0 p m H a Ef O m O 1p _ 2 y E u w D fm J W _: S �rLIU Q m V it O W mNm m I D- Z Kew -0M n F N O&M _ @ oaz' 0 ¢awa .0 .�OQ � EOKO Vu¢ � Z ♦ K � W W Q CQ z ii m Q 0 OK N a = W 0 V ED m LLJ H 3 Q w I � � al I L I O K Z O Q O z z c+ V w z 3Q O Z 3 = 3 0 0 p w z m m 13- L - w w Imm; G- CE) WZ0 0 5 o v 2 a Sheet No. A60O Job No. O1,110440000 0 0 H a NOTE: COUNTER TOP MANUFACTURER TO SUPPLY SUPPORT FOR SOLID SURFACE TOP F684 VALANCE RELEASED FOR CONSTRUCTION oNS Subject to compliance with all regulations of State and Local Codes CiityUG�F Camped �VT�Vt�O*VAWML DATE: \ 09/06/19 II I I II I I II I I II I I II I I II I II I > M VOTE NOTE: WRAP ENTIRE ISLAND w/ FURNITURE BASE COUNTER TOP h. WALL CABINET (2)LAYERS —l2" OSB Sil 2x4 FRAMING BELOW FURNITURE BASE JIBBED POST MST ' vfu u wuuON TOE KICK NOTE: INSTALLOU= HORIZONTAL IN VALANCE - ELECTRIC SUPPLY TO BE RUN UP THRU THE B24S2 CABINET POST 52 F636 VALANCE KITCHEN: ISLAND 5 <" CROWN AT CEILING RHC42 KITCHEN: COOKTOP WALL ON 4112" TOE KICK KITCHEN BUTLER'S PANTRY / 1'� 1' 4 HALF WALL CAPS NOTE: WET BAR TOP COUNTER TOP MANUFACTURER TO SUPPLY SUPPORT FOR SOLID SURFACE TOP 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 I LOWER LEVEL BATH ,z r�1BB 1/Z r�1Bl BUTLER'S PANTRY KITCHEN: WALL OVEN / REFRIGERATOR WALL POWDER W 1842 CSMI 4218WR SW36CH F60 W3D246O W/UF3 CUT IN HALF W3D246O W392424 UF3 0>000OO II OOOOO II II u u pIIR II IIN II IIN 0 0 0 II IIN II IN u llu II r-----==------„ ------------- I I'll mlDOc)D LOWER LEVEL WET BAR CHILLER o»o --------------------------- UF3 VBB480BH UF3 :nn7►�a:�F`l-icv: ■ 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 I HALL BATH a J �E a Q w ^ E m z @ 0 d@ 0 N O `v 0 p H m Y o O m O 1p n U2 U y y E n w Fa 3 ?m m v00 S 8z Q m V m _ i r i G >NCO i'w O W O m C Up a LCQFo Loa 0 Of <aWQ � Z ♦ W lLJ V Q z DI Q O OK N a = W 0 Q) V De m LLJ `z 3 Q w I w � I = z I O 1 U _ O Z O Q O z og cH V W Z 3Q O Z = 3 w 3 o O o z °D w m a LL w w O LU m w Z 0 5 f o v 2 a Sheet No. A60 1 Job No. OY010440000 5 Y<" CROWN BASE 36" GUARDRP CROWN MOULD GUARDRAIL "CROWN MOULD TRIM BED MOULD BEADED CASING TRIM 'CROWN BASE RELEASED FOR CONSTRUCTION J - OPEN STAIRS TO BASEMENT 1,2.i_ j,n.i Subject to compliance with all regulations of State and Local Codes City of Camel DATE: 09/06/19 w p P E aE v w n o P L m L 2 d L O E E y @ N o 0 0 0 H a Y O m p O S E � O wou3 ou v _ p— IL � q � ' 0p _n }N} =w O W CO Ism DC d K O OO N Z in F V) u e ..z Nli. .. rcw O ¢U' Qawa o'u^� EpKp VUQ � Z � oL W W Q CQ z Q O OK N a = W 0 V ED m LLJ H LV 3 Q w I w � I = z I O 1 U _ O I Z K O Q O p c+ V w z 3Q O 3 = 3 o O o w z °D m a LL w w w rn O w m w w Z 015 f V o v 2 a Sheet No. A602� Job No. OBF010440000 RAISED TRAY CEILING - W/ 4 %" CROWN MOULD 5 y"CROWN MOULD Ix8 TRIM 1 %" BED MOULD x DUMCPST ROUND O HBERGLi COLUMN s D W/l0"O ROMAN -' m z �- DORIC BASE/PLIMH ---- w S CA P m O -10"0x 9'-0'T -TRIM BOTTOM OF COLUMN ONLY TO FIT 2%" BEADED CASING Ix6 TRIM F F FRAME OPENING WIDTH 09 DETAIL - DINING DELUXE CASED OPENING C._c 5 y"CROWN MOUni 1 %" BED MOULD 2%" BEADED CASINGS x O F . 5•-3. 6 DETAIL - GREAT ROOfJf" Or-roCASED OPENING �SU_c 3/8"=1'-0" w/ 4 y" CROWN MOULD `51 CROWN MOULD Sb"BEADED CASING CHAIR MIL - DRYWALL HNISH - PAINT TRIM COLOR t %" BED MOULD '-l%' ION `14 CROWN BASE FINISH 04 SECOND FLOOR PANEL MOULD TRIM DETAIL SCP_t 30'= t'-0" 5 y"CROWN MOULDS Slw. I 5 y" CROW N MOULD I lx8 TRIM l Y" BED MOULD V3%" BEADED CASING DURACAST ROUND FIBERGLASS CRWMN19 - W/LB"DROMAN DORIC BASE/PLIMH CHAIR MIL B CAP -l0"0x9'-0"h m O T CHAIR MIL up -TRIM BOTTOM OF x ]: FIT COLUMN ONLY CAS CASING DRYWALLBED FINISH MOULD A m -PAINT TRIM COLOR 2%" BEADED CASING I I t �<" BED MOULD 6 TRIM 0 E Ll $%'EQUAL EQUAL P/i"4 3%" 6•/" 0/4 3%' 3i%4�" 3� " EQUAL 'Fi"fQUAL 112 O O 0 SEtONO��OOFtWALL PA EL MOULD TRIM ETAIL III III FINISH DIMENSION 3/8"= i 9 IV4. T FRAME OPENING WIDTH 08 DETAIL - GREAT ROOM DELUXE CASED OPENING (a)KITCHEN 05 DETAIL - STUDY DELUXE CASED OPENING , B, F O 4" CRO H dlxl2 TRIP t Va" BED lx4 TRIM 5 %" Ci 1 e" BED Ix8 TRIM nIm ]" 12'-10%" �7 i FRAME OPENING WIDTH RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Cam��e��l �VT�L2t�0*NAWML DATE: \\ 09/06/19 3T ROOM DELUXE CASED OPENING g KITCHEN BACK STAIR PANEL MOULD TRIM DETAIL 3/S,- 1 1, 0 S( A. 3/8'•= 1'-0" NISH N COLOR 3ULD I BASE UFRON I S I AIR PANEL MOULD I RIM DETAIL SCALE 3/8.— I,B. p E a nN 0 m t N 2 d O 6 0 E @ N p H a Y o$ = U E Go A o w S am ¢ q � n ¢ } O } w w GO NCO ww Kew ' _si Z n F V) umm em 06 0 Of ¢6w6 04A � FOLU Vu¢ � Z ♦ < W lL V Q Z ii m Q O OK N a = W 0 O � V_ OJ L`L/J Y � 3 Q W � � w I � I Z O 1 U O Z O Eq ¢O z vO W o g It Z = 3 3o O p w m w m a LL z w w o CE) O w m 05 0 2 a Him Sheet No. A603 Job No. OY010440000 1 31 31 8/z" 13'$fe" 3$ ro N FINISH DIMENSION On A, 0 DO Ld IN p O 5 %" CROWN MOULD CHAIR RAIL DRMALLFINISH - - PAINT TRIM COLOR 1 %' BED MOULD — 5 %" CROWN BASE 5 e"CROWN MOULD CHAIR BEADED CASING CHAIR FAIL SH D PAINT TRIMICOLOR 1" V" 91 3h^ 1•-P/q"S 1•i%^f 1•-s :"a 3�" 3ii' K LLLL 13.1 FINISH DIMENSION 1B1 m T/ CHAIR RAI m UAL Z FINISH DIMENSION O FINISH DIMENSION 'C' 'D' RELEASED FOR CONSTRUCTION -)TRIM DETAILS SAI VI Subject to compliance with all regulations of State and Local Codes City Df Camel (� �I TGslb+�aA�SL DATE: \ 09/06/19 11 "a 3%- 3%. EQUAL EQUAL 13'-3%" 3Lh. 3Lh 3Lh. 3Lh. 'A' 3 �' VA I 5! s . CROWN MOULD CHAIR RAIL DRYWALL FINISH VAINITRIMLOLOI I A. BED mum In U-1 LE S sg 1'-O" 6" O F E RPM 5•.2Fh• 3•-O• 5•-2F/z• TO FRAME TO FNPME �m z•-o" B'h" 1/4'eE0 MOULD a HOTE'. TP1M M<TCXES ROOM TWME OFOIXIXG EL¢/ram 0.RN FO0. OIMk. 51/0"CROWN MOULD a § ti O O E IND IN JL J I ,B, T IWIR 3' y6^ 31- 3y- y5^ D' _ 5 �' CROWN RASE ODINING ROOM PANEL MOULD TRIM DETAILS SOIL 3/8•'= 1'-o' 0 P O a N P � E M O P L F y o 0 0 0 ¢ O 6 2 N H a Y O m 0 m 6 O E fm p— IL N m O �U mvN�i fL 'vim o❑ I Ozp U{rci i � Wrc mrU i Q�W~ Ot/� �p1 FOKO C Z GN[ J W W V Q Z Q O OK! N r W H 1 > Q V K LLJ m H 3 Q W � � I w � I L I Z O I U O I _ I Z K O � O Q p A} W v Z og � Z 3Q O = 3 o w 3o O Z m w m LL w w � O w m w Z f � 0 5 o v 2 a Sheet No. A6.4 Job No. 011010440000 5 %" CROWN MOULD CHAIR RAIL DRMALLFINISH - - PAINT TRIM COLOR 1 %' BED MOULD — 5 %" CROWN BASE 5 e"CROWN MOULD CHAIR BEADED CASING CHAIR FAIL SH D PAINT TRIMICOLOR 1" V" 91 3h^ 1•-P/q"S 1•i%^f 1•-s :"a 3�" 3ii' K LLLL 13.1 FINISH DIMENSION 1B1 m T/ CHAIR RAI m UAL Z FINISH DIMENSION O FINISH DIMENSION 'C' 'D' RELEASED FOR CONSTRUCTION -)TRIM DETAILS SAI VI Subject to compliance with all regulations of State and Local Codes City Df Camel (� �I TGslb+�aA�SL DATE: \ 09/06/19 11 "a 3%- 3%. EQUAL EQUAL 13'-3%" 3Lh. 3Lh 3Lh. 3Lh. 'A' 3 �' VA I 5! s . CROWN MOULD CHAIR RAIL DRYWALL FINISH VAINITRIMLOLOI I A. BED mum In U-1 LE S sg 1'-O" 6" O F E RPM 5•.2Fh• 3•-O• 5•-2F/z• TO FRAME TO FNPME �m z•-o" B'h" 1/4'eE0 MOULD a HOTE'. TP1M M<TCXES ROOM TWME OFOIXIXG EL¢/ram 0.RN FO0. OIMk. 51/0"CROWN MOULD a § ti O O E IND IN JL J I ,B, T IWIR 3' y6^ 31- 3y- y5^ D' _ 5 �' CROWN RASE ODINING ROOM PANEL MOULD TRIM DETAILS SOIL 3/8•'= 1'-o' 0 P O a N P � E M O P L F y o 0 0 0 ¢ O 6 2 N H a Y O m 0 m 6 O E fm p— IL N m O �U mvN�i fL 'vim o❑ I Ozp U{rci i � Wrc mrU i Q�W~ Ot/� �p1 FOKO C Z GN[ J W W V Q Z Q O OK! N r W H 1 > Q V K LLJ m H 3 Q W � � I w � I L I Z O I U O I _ I Z K O � O Q p A} W v Z og � Z 3Q O = 3 o w 3o O Z m w m LL w w � O w m w Z f � 0 5 o v 2 a Sheet No. A6.4 Job No. 011010440000 'A' 3 �' VA I 5! s . CROWN MOULD CHAIR RAIL DRYWALL FINISH VAINITRIMLOLOI I A. BED mum In U-1 LE S sg 1'-O" 6" O F E RPM 5•.2Fh• 3•-O• 5•-2F/z• TO FRAME TO FNPME �m z•-o" B'h" 1/4'eE0 MOULD a HOTE'. TP1M M<TCXES ROOM TWME OFOIXIXG EL¢/ram 0.RN FO0. OIMk. 51/0"CROWN MOULD a § ti O O E IND IN JL J I ,B, T IWIR 3' y6^ 31- 3y- y5^ D' _ 5 �' CROWN RASE ODINING ROOM PANEL MOULD TRIM DETAILS SOIL 3/8•'= 1'-o' 0 P O a N P � E M O P L F y o 0 0 0 ¢ O 6 2 N H a Y O m 0 m 6 O E fm p— IL N m O �U mvN�i fL 'vim o❑ I Ozp U{rci i � Wrc mrU i Q�W~ Ot/� �p1 FOKO C Z GN[ J W W V Q Z Q O OK! N r W H 1 > Q V K LLJ m H 3 Q W � � I w � I L I Z O I U O I _ I Z K O � O Q p A} W v Z og � Z 3Q O = 3 o w 3o O Z m w m LL w w � O w m w Z f � 0 5 o v 2 a Sheet No. A6.4 Job No. 011010440000 O E IND IN JL J I ,B, T IWIR 3' y6^ 31- 3y- y5^ D' _ 5 �' CROWN RASE ODINING ROOM PANEL MOULD TRIM DETAILS SOIL 3/8•'= 1'-o' 0 P O a N P � E M O P L F y o 0 0 0 ¢ O 6 2 N H a Y O m 0 m 6 O E fm p— IL N m O �U mvN�i fL 'vim o❑ I Ozp U{rci i � Wrc mrU i Q�W~ Ot/� �p1 FOKO C Z GN[ J W W V Q Z Q O OK! N r W H 1 > Q V K LLJ m H 3 Q W � � I w � I L I Z O I U O I _ I Z K O � O Q p A} W v Z og � Z 3Q O = 3 o w 3o O Z m w m LL w w � O w m w Z f � 0 5 o v 2 a Sheet No. A6.4 Job No. 011010440000 ,B, T IWIR 3' y6^ 31- 3y- y5^ D' _ 5 �' CROWN RASE ODINING ROOM PANEL MOULD TRIM DETAILS SOIL 3/8•'= 1'-o' 0 P O a N P � E M O P L F y o 0 0 0 ¢ O 6 2 N H a Y O m 0 m 6 O E fm p— IL N m O �U mvN�i fL 'vim o❑ I Ozp U{rci i � Wrc mrU i Q�W~ Ot/� �p1 FOKO C Z GN[ J W W V Q Z Q O OK! N r W H 1 > Q V K LLJ m H 3 Q W � � I w � I L I Z O I U O I _ I Z K O � O Q p A} W v Z og � Z 3Q O = 3 o w 3o O Z m w m LL w w � O w m w Z f � 0 5 o v 2 a Sheet No. A6.4 Job No. 011010440000 3' y6^ 31- 3y- y5^ D' _ 5 �' CROWN RASE ODINING ROOM PANEL MOULD TRIM DETAILS SOIL 3/8•'= 1'-o' 0 P O a N P � E M O P L F y o 0 0 0 ¢ O 6 2 N H a Y O m 0 m 6 O E fm p— IL N m O �U mvN�i fL 'vim o❑ I Ozp U{rci i � Wrc mrU i Q�W~ Ot/� �p1 FOKO C Z GN[ J W W V Q Z Q O OK! N r W H 1 > Q V K LLJ m H 3 Q W � � I w � I L I Z O I U O I _ I Z K O � O Q p A} W v Z og � Z 3Q O = 3 o w 3o O Z m w m LL w w � O w m w Z f � 0 5 o v 2 a Sheet No. A6.4 Job No. 011010440000 C Z GN[ J W W V Q Z Q O OK! N r W H 1 > Q V K LLJ m H 3 Q W � � I w � I L I Z O I U O I _ I Z K O � O Q p A} W v Z og � Z 3Q O = 3 o w 3o O Z m w m LL w w � O w m w Z f � 0 5 o v 2 a Sheet No. A6.4 Job No. 011010440000 0 0 0 m w RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City Df Camel DATE: 09/06/19 N VENTED 901 II II II �I 0 0:1; 2FITH =1 oz � I —II L EQVPLS v8'-0. L VENTED soFEIT II LL_____________- 7 EQVALI g.-0. EQVALI VENTED SOFFIT I I�I�I�I�I�I�I�I�I�I�Ijl�ljljl�ljljl�ll y�——�lililiLLLLLLL�lililiLLLLLL-- 6 J II II 0 C II I LI RARER FRAMING t 10: 12 PITCH EQ1-ia I. 8'-0' . EQVALa 1. 1 1. EQVPLa I �l 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 _ I I - I I I I I- Ft V F I t I I I TII i , 10� 12 PITCH 6-0- RIDGE VENF 10:12 VITCH � II II 24'-37A' — — — — — — — — — ------- I tr; .l2 PITCH 12:12PITCHY II 1 03 A].1 I o 12 I i.n. I I II L---------J II i VENTED SOFFIT 41 41 w0 W 0 ROOF PLAN SCALE 1/4"= 1'-0" V p �E a P E m 0 P L m L 2 d L O d 0 E y N o 0 0 0 p H a uc Y O m m 6 WES 2 u v lo E u wacs F g^ Go _ p— IL W a q ml ✓1 i i p _n }o} =w w m NfL uim Z n F N Mm� �F�F 0F�Ou Lip Q xOKO Bua N z < ` � w LLJ V Q Z 0 O N r L W i O < V_ m LLJ `z � 3 Q u3 I w � I = z I O 1 Z O SS Q O z og c+ V w z 3Q O Z 3 = 3 o O p w z OD w m p LL w w � DE) O w m w z 0g o v _ — S a Sheet No. A70O Job No. 011110440000 n 0 0 0 m a RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel DATE: 09/06/19 01 DETAIL - 8/12 HEEL CUT - w/ 12" OVERHANG 3EALE CEILING LINE 3/4' = 1-0' DETAIL DETAIL - 10112 HEEL CUT - w/ 12" OVERHANG 0 2 SCALE: 3/4' - 1'.0' DETAIL - 12/12 HEEL CUT - w/ 12" OVERHANG 0 3 SCALE: 3/4• - 1'.0• 1'-0. O.X. /11 CEILING wZ LINE DETAIL - 4/12 HEEL CUT w/ 12" OVERHANG 04 5CALE 3/4' - 1-0' w pZ P O a a w m o P L m L d H O E E y N o 0 0 0 F a Y O m O O E y w fm Q9 =L S m i ° _n I� w mNm Io�� 06C Qi � Z ♦ oL W lLJ p Q Z ii m o 0 OK w 0 Q) V K m LLJ H 3 Q w I w � I = z I O 1 U _ O Z K O Q O p c+ V w z p 5 � z O = 3 3 O O O w m w m a LL Z w w DE) O w m w. Z 0 g o� = - 2 a Sheet No. A70 1 Job No. 011110440000 - W/ 1 4. BED MOULD - RETURN TO WALL, TRIM AROUND 2x6 PAD - CUT 4 e'CROWN MOULD - RETURN TO WALL l'-11• lxµTRIM FINISH MANTEL WIDTH / (2) 2x4 BACK-UP -BACK-UP WMPS M6 PAO-OUT FOR SrONE RETURN DRYSTACK STONE - _ - sURROUND - RETURN STONE TO WALL HOLD STONE %" OFF T/sUBFWOR -CAULK GAP W/ HARD SURFACE FLOORING TO MATCH MORTAR _ O WNOTE' _ S y' BASETRIM and 3 1'-10% T-4" 1'-1i CASING ARE DELETED W/ DRYSTACK STONE OPTION 2, F1 ELEVATION - 04 h DRYSTACK STONE SURROUND P."mk. x 12"e. xT-$5"w. MDF PLYWOOD MANTEL -w/1 n"BED MOULD - RETURN TO WALL, TRIM AROUND 2x6 PAD -OUT 4 n'CROWN MOULD - RETURN TO WALL �.-5. MANTEL WIDTH 1x6 TRIMFINISH - w/ (2) 2x4 BACK-UP - - WRAP lx6 AROUND 2x6 PAD -OUT, NO BACK-UP @ SIDES 4"CASING7 5 i" BASETRIM - W/ 1 4' BED MOULD - RETURN TO WALL, TRIM MOUND 2x6 PAD-0US FINISH MANTEL WIDTH U16 TRIM -w/ (2) 2x4 BACK-UP - WRAP lx6 AROUND 2x6 PAD -OUT, NO BACK-UP @ SIDES 3 n" CASING- S <" BASE TRIM CERAMIC TILE (2x2)� B" 34" B" SURROUND 4,-8" ELEVATION - 2x2 046 CERAMIC TILE SURROUND t/2'= 1'-0' 1%"Mk. x 12"d x ]'-]@"w. MDF PLYWOOD MANTEL -w/1 n"BED MOULD - RETURN TO WALL, TRIM MOUND 2x6 PAD -OUT 4 y" MOWN MOULD -RETURN TO WALL -5. FINISH MANTEL WIDTH 116 TRIM -w/ (2) 2x4 BACK-UP - - WRAP lx6 AROUND 2x6 PAD -OUT, NO BACK-UP @ SIDES ' E 3 < CASING 0 5 <" BASE TRIM - W/ I <" BED MOULD - RETURN TO WALL, TRIM AROUND 2x6 PAD -OUT 414" CROWN MOULD- - RETURN TO WALL FINISH MANTEL WIDTH U16 TRIM - w/ (2) 2e4 BACK-UP - WRAP lx6 AROUND 26 PAD-0UT, NO BACK-UP @ SIDES n" CASING y CERAMIC TILE(BxBJ8" 3'4" e" SURROUND 4. 0•, 04 ELEVATION - 8x8 CERAMIC TILE SURROUND t/2• = V 0 SCAUE 1!/41M1k, x 12"d x 7'-V2 W MEW PLYWOOD MANTEL - / 1 n" BED MOULD - RETURN TO WALL, TRIM AROUND 2x6 PAD -OUT 4In" C0.0NN MOULD - RETURN TO WALL T,-S FINISH MANTEL WIDIM lx6 TRIM - w/ (2) IS4 BACK-UP - WRAP lx6 AROUND 2x6 PAD -OUT, NO BACK-UP @ sores 0 3 y" CASING 5y" BASE TRIM NAIL AND CAULK TOP OF AD NIL BHTYL TO THERMOPLY SHF'G. - 5 `;" CROWN mi� L 4" BED MOULD rNOITE: FSELE _ OF 20X20 HEARTH STONES (AND NOTA RAISED HEARTH), INCREASE THE ROUGH sic OPENING HEIGHT BY 11/" TO ACCOMODATE THE THICKNESS OF THE STONES. / / _ 2x6 PAD OUT 16 / / Eb' DRYWALL e Q 1 k'6Tk x 12"E. MBF _ PLYWOOD MANTEL / 1'" BED MOULD EDGE lx6 TRIM - w/ (2) 2x4 BACK-UP MARBLE TILE or GRANITE ELEVATION- SURROUND CERAMIC THIN' = e�I 3,4• 6" TILE SURROUND- 6' 3'-4" 8' 0" 3'-4" CERAMICTILE(2x4) 4•-6•, BRICK SV0.0.0VN0 4. R. 04g SMARBLE TILE / GRANITE TILE SURROUND u2•=1 O ELEVATION - 2x4 CERAMIC TILE SURROUND ELEVATION - CERAMIC 'THIN' BRICK SURROUND 04 c SCALE: 12 - 1'-004 a SCALE: 1 2• -1 -W/1 n"BED MOULD - RETURN TO WALL, TRIM AROUND 2x6 PAD -OUT 4 1n" CROWN MOULD - RETURN TO WALL lx6 TRIM - w/ (2) 2x4 BACK-UP - WRAP IA AROUND 2x6 PAD -OUT, NO BACK-UP @ SIDES 4"CASING 5 j"BASE TRIM FINISH MANTEL WIDTH i d ro N P o mFIREPLACE CERAMIC TILLE (FIREPLACE MOSAIC) SURROUND ELEVATION - MOSAIC 04f B• 3•-4• B• 4R CERAMIC TILE SURROUND -0 Ld 1 ;'Thk. x 12"Hx r-Pk"w. QO MDF PLYWOOD MANTEL -W/1 n"BED MOULD - RETURN TO WALL, TRIM AROUND 2x6 PAD -OUT n 4 n"CROWN MOULD - RETURN TO WALL 7, S" 1x6 TRIM FINISH MANTEL WIDTH - w/ (2) 2x4 BACK-UP - WRAP L6 AROUND 2x6 PAD -OUT, NO BACK-UP @ SIDES 'CASING d 5 j"BASETRIM a e - i 0 CERAMIC TILE (Lh21) or oc (I6x24) SURROUND - GROUT NOT REQUIRED 0 U) ELEVATION - 48 LU .. A ) wO)l r ) F o)n r'r:RAMIC TILE SURROUND RELEASED FOR CONSTRUCTION 03 1/2' -1'-0' B Subject to compliance with all regulations of State and meal Codes City d Camel ) ((�� �vmlUTlOnrJnD�L DATE: 09/06/19 PLLTNMENSIONSARE FINISH DIMENSIONS ELEVATION - TWO-STORY FIREPLACE - BED MOULD OVER MANTLE SCALE- 1/2"= V-O" 4 o"CROWNME 5 4"BASE TRIM 3 y" CASING - LL ti O .46 NIL Btii FLASHING: ON TOP OF TPLY Si & OVER FLSH'6 WEEPHOLE5 :cl IS O.C.OVER REFER TO PUNS B GEN. NOTES BRICK VENEER 2x6 FRAME WALL@ 16" ox. METAL FLASHING SOLID BLK'G @ RAFTER BEARING POINTS (FOR OR4FTSIOPPING) 2x6 RAFTERS @ 24" o.c. 1x8 GUTTER BOARD 2x6 LEDGER 2x4 FRAME WALLS @ 16" AS. BRICK VENEER DEL. 2x4 HEADER GAS DIRECT VENT FIREPLACE - MEATILITOR NOVUs # NDV4236I - RO: 42'w. x 35' h. 02 SECTION - TWO-STORY FIREPLACE - BED MOULD Sr ALE 3241= 1'_0• 6'-6" 21 PAD-0Ur TO CEILING COMBUSTION AIR INTAKE IS PART OF 5 %" BASE TRIM 3%" CASING - LINE MANTEL AW VE L---L-------------- 1'-fi" T-6- ROUGH OPENING 6'-6- 0 DETAIL - TWO-STORY FIRE SCALE: BED MOULD OVER MANTLE TRIM LINE OF MANTEL - TRIM TO FEE AROUND 2x6 PAD -OUT LIOv POWER SUPPLY TO FIREPLACE NOTE: yPSWTTCH TO BE LOCATED MIN. 50" FROM CENTER OF FIREPLACE OPENING 1'-6' N- (q REFERT ---!H FXAC LOCPT IO E -BED MOULD 3/4' = 1•_0• IN E v m w O t Oin w m t 2 @) H O 6 g E E r N u W d N o IS IS 0 IS IS 0 IS IS 0 V1 p F C L O m O O ` x U Be u E u ED w Fo ED3 f 0 w a m D _ it up up }�} N (5W �,a mNm M WILU COW �0oc ZDO lY W F N umm se 06Re QQWQ 0VU,� OQ 013:0 Uu¢ N Z � W lL V Q Z Q O OK N H r 1 W > O 1 V m LL � 3 Q lu w � I L Z I O Q) _ O Z O Q O Q og' 'T Ill Z 3Q O Z Qat =3 _ o w 0 0 o Z m w m a LL w w a_ CE) 0 5 o v S a Sheet No. FP1 Job No. 0YO 10440000 DETAIL - FIREPLACE MANTEL ROUGH SAWN CEDAR BRACKET ELEVATION - INTERIOR CORNER FIREPLACE - RAISED HEARTH RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Camel �VT�L2'�D*VAWML_ DATE: 09/06/19 CULTURED STONE VENEER -TO CEILING h" DRYWAu 4" x 12" ROUGH SAWN CEDAR MANTEL- - ATTACH TO DRYWALL 4'W. xa'M1. x s'n. - ROUGH SAWN CEDAR BRACE E U -ATTACH TO DRYWALL 0 i ti CULTURED STONE ry = VENEER ' U, £ p x w x DEL. 2x4 HEADER HEARTHSTONE HEAR HEARTHSTONE z -"- - GAS DIRECT VENT FIREPLACET/FIREPLACE - HFATILATOTOATOR MOVES ff�� 't� B XDV413 PLATFO - R x30: 42"w. x 3"M1. PLTFRM CULTURED STONE VENEER �2FIREPLACE SECTION DETAIL - RAISED HEARTH SCALE: 3/4' = 1'40" - ATTACH TO DRYWALL �iXOTE: COMBUSTION AIR 3' �IIav PoWenTo INTAKE IS PART OF FIREPLACE EWE ASSEMBLY XOTE: ����i� MIN. 4a" FROM CENTER OF FIREPLACE OPENING I I B. A ROUGH PENING p\ a\ L CULTURED STONE LINE OF MANTEL / 19"w.x Sa"tl. HEARTHSTONES I 1 FIREPLACE PLAN DETAIL - RAISED HEARTH SCALE: 3/4••= 1•-0•• $� �E a P w M O P t m U z@ H O n@ E E L N y n `v F a Y 6 i U v Fa i i D _n }NCO =W W NCO to IS wH t(goo 1 O�n Z F u a 3n LU N -ws o.> ¢ U Q¢WQ LUG 0 p¢ EMai O OUua � Z ♦ oL W W 0 CQ z ii m 0 O OK N a = W 0 V � m W H 3 Q w I w � I = z I O 1 U _ O I Z K O Q O p c+ V w z 3Q O 3 = 3 o O O w z DD w a LL w w rn O w m w Z 05 E o v x a Sheet No. FP2 Job No. OY010440000 TOP PLATE EXTERIOR . 135" THERMO-SHEATH EXTERIOR SHEATHING (BLUE) - FASTEN 3"o.c. ON PERIMETER AND IN FIELD - FASTENERS TO BE 1" CROWN x 1�/4" LEG STAPLES (16 GAUGE) 2x FRAME WALL O SECTION DETAIL - THERMO-SHEATH EA__: TOP PLATE . 135" THERMO-SHEATH EXTERIOR SHEATHING (BLUE) - FASTEN 3"o.c. ON PERIMETER AND IN FIELD EMERIOR - FASTENERS TO BE 1" CROWN x 1'/" LEG STAPLES (16 GAUGE) CY' GYPSUM BOARD (UNBLOCKED) - FASTENERS TO BE #6 x 1?/4" LONG TYPE "W" DRYWALL SCREWS -- FASTENED 6'o.c. AROUND PERIMETER (EXCEPT AT UNBLOCKED HORIZONTAL SEAMS) AND 12"o.c. IN FIELD OR 1IjL' LONG 3/ HEAD .120" DRYWALL NAILS FASTENED 6 O c. AROUND PERIMETER (EXCEPT AT UNBLOCKED HORIZONTAL SEAMS) AND Z o.c. IN FIELD 2x FRAME WALL SECTION DETAIL - 02 GYP BOARD / THERMO-SHEATH SCALE: N N Ce EJ W TOP PLATE GARAGE ji"GYPSUM BOARD (UNBLOCKED) - -FASTEN J"o.c. ON PERIMETER (EXCEPT AT UNBLOCKED HORIZONTAL SEAMS) AND FIELD - FASTENERS TO BE TYPE "W" OR "S" At 1114" LONG SCREWS OR 11�" LONG °/¢" HEAD .120" DRYWALL NAILS .137THERMO-SHEATH EXTERIOR SHEATHING (BLUE) - FASTEN 3"o.c. ON PERIMETER AND IN FIELD - FASTENERS TO BE 1" CROWN x 1�" LEG STAPLES (16 GAUGE) TOP PLATE CONTINUOUS FOIL FACE TAPE 2x FRAME WALL (REAR OR FRONT WALL) Sj" GYPSUM BOARD (UNBLOCKED) . c. (1) Raw 16tl @ 12"IDRYWALL FRONT OR BACK WALL - FASTEN J"o. c. ON PERIMETER (E%CEPT PIECE OF .1HERMO-SHEATH AT UNBLOCKED HORIZOMAL SEAMS) GARAGE EXTERIOR ERIOR SHEATG (BLUE) LAPPED OVER AND FIELD - FASTENERS TO BE TYPE "W' OR "S" UNSHEATHED ENF REAR/ FRONT WALL 1%" LONG SCREWS OR I%" LONG %" AND SIDE WALL - FASTEN 3"o.c. ND STUDS GARAGE HEAD .120" DRYWALL NAILS INTERIOR -FASTENERS TO1" CROWN x 1�" LEG STAPLES (16 GE) SIDE WAIL .135"THERMO-SHEATH EXTERIOR Ej" GYPSUM BOAUNBLOCKED) SHEATHING (BLUE) - FASTEN 3"o.c. ON PERIMETER - FASTENERS TO6 x 1/" LONG AND IN FIELD TYPE "W" DRYWSCREWS INTERIOR - FASTENERS TO BE 1" CROWN x FASTENED 6"o.OUND PERIMETER 1%a' LEG STAPLES (16 GAUGE) (EXCEPT AT UNCKED HORIZONTAL SEAMS) AND 1. IN FIELD OR lh" LONG %" HEAD0" DRYWALL NAILSFASTENED 2x FRAME WALL 6"o.OUND PERIMETER/� DETAIL- AND Z"o.c. IN FSECTION 2x FRAME WALL(E WALL) O ^ GYP BOARD / THERMO-SHEATH / GYP BOARD o7 PLAN DETAIL - OUTSIDE FRAMED CORNER 6 NOTES: THIS STRUCTURE HAS BEEN DESIGNED IN COMPLIANCE WITH RCO / IRC / GRC SECTIONS R301.1.3 and R602.10, ENGINEERED WALL SYSTEM. THIS DRAWING ILLUSTRATES AN ENGINEERED DESIGN APPROACH AND IS BASED ON STRUCTURAL ENGINEERING CALCULATIONS SPECIFIC TO THIS DESIGN. WALL LOAD CAPACITY: THERMO-SHEATH VALUES PROVIDED BY Dr] EVALUATION REPORTTER No. 1310-03. WALL WIND LOADS CALCULATED USING A 90MPH WIND SPEED, 3 SECOND GUST, EXPOSURE B. TOP PLATE GARAGE INTERIOR FS" GYPSUM BOARD (UNBLOCKED) - FASTEN J"o.c. ON PERIMETER (EXCEPT AT UNBLOCKED HORIZONTAL SEAMS) INTERIOR AND FIELD - FASTENERS TO BE TYPE "W' OR "S" Ph" LONG SCREWS OR ll$" LONG 3/l" HEAD 120" DRYWALL NAILS .135"THERMO-SHEATH EXTERIOR SHEATHING (BLUE) - FASTEN 3"o.c. ON PERIMETER AND IN FIELD - FASTENERS TO BE 1" CROWN x 1Y4" LEG STAPLES (16 GAUGE) END NAIL THROUGH SUDS INTO FRAMING W/ 16d @ 6"o.c. END NAIL REAR OF GARAGE WALL INTO 2x FRAMING W/ (2) 16d @ 6"o.c. STUD WALL @ REAR OF GARAGE - 2x4 STUD WALL @ 16"o.c. - HEIGHT PER PLAN 2x4 STUD @ WALL INTERSECTION FOR SHEARTRANSFER - FASTEN W/ (2) 16d NAILS @ 6"o.C. 7 111 a 6' L.. 71 a EXTERIOI'. INTERIOR 10 SECOND FLOOR WALL BRACING SCALE 1/8'- l•R GYPSUM BOARD (UNBLOCKED) - FASTEN 7'o.c. ON PERIMETER (EXCEPT AT Zx FRAME WALL UNBLOCKED HORIZONTAL SEAMS) AND FIELD - FASTENERS TO BE TYPE "W" OR 1�6" LONG %" HEAD .120" DRYWALL NAILS STUD WALL @ SIDE OF HOUSE PLAN DETAIL - SIDE WALL / O SECTION DETAIL - GYP BOARD / GYP BOARDI O8 REAR OF GARAGE SHEAR TRANSFER 3• - 1•-0 .135"THERMO-SHEATH EXTERIOR SHEATHING (BLUE) - FASTEN 3"o.c. ON PERIMETER EXTERIOR AND IN FIELD - FASTENERS TO BE 1" CROWN x 1?Y44' LEG STAPLES (16 GAUGE) TOP PLATE GARAGE L/z"GYPSUM BOARD (UNBLOCKED) - FASTEN T'o.c. ON PERIMETER END NAIL REAR OF GARAGE WALL (EXCEPT AT UNBLOCKED HORIZONTAL STUD w/ (2) 16tl NAILS @ 6" a.c. SEAMS) AND FIELD - FASTENERS TO BE TYPE W' OR "S" STUD WALL @REAR OF GARAGE 1%" LONG SCREWS OR lh LONG ?6" - 2x4 STUD WALL @ 16"o.a INTERIOR INTERIOR HEAD .120" DRYWALL NAILS INTERIOR - HEIGHT PER PLAN .135"THERMO-SHEATH EXTERIOR --- SHEATHING (BLUE) - FASTEN 3"o.c. ON PERIMETER c/t" GYPSUM BOARD (UNBLOCKED)1. - FASTEN J Ex. ON PERIMETER (EXCEPT AT F AND IN FIELD UNBLOCKED HORIZONTAL SEAMS) AND FIELD CL % FASTENERS E 2x FRAME WALL 1LEG STAPLES (16 GAUGE) E 1" CROWN x - FASTENERS TO BE TYPE "W" OR 11/j" LONG oc a/e HEAD .120' DRYWALL NAILS O L_ Zx FRAME WALL STUD WALL @ SIDE OF HOUSE O w ___ _ SECTION DETAIL - PLAN DETAIL - SIDE WALL / RELEASED I _! DN_ A II_IICTIDN P BOARD / GYP BOARD ■/^'�, GYP BOARD / THERMO-SHEATH / GYP BOARD REAR OF GARAGE SHEAR TRANSFER T= I• T 0 V SCALE: T= I• T 0 9 SCALE: 3" = 1'43" GARAGE r o o 3,-V. GARAGE noolect In Compliance wim an n0gmal of State and meal Codes CiityUG�F Cam��e��l �VT�V1�Ox141WML_ DATE: \\ 09/06/19 o 11 FIRST FLOOR WALL BRACING SCALE �o a P W rl 0 m U 2 @l O d E E E @ N p H a Y O M O m o - 2 � y y F v E n vUo s 0 �i LEI Q m CD �Iu a n OIL G } M u to w N Z N F ..In �wL� In QawQ Lip Oaz � �OCCO Hu'¢ OQ � Z J LLJ 0 Q z ii m Q O OK N r L W i O V K m LLJ H 3 Q W � � w I � I = Z I O 1 U _ O I Z K O Q O Q cH V W Z 3Q O 3 = 3 o O O w z ED w m a L- w w CD O .m. w m w z 05 f 0 Er 2 a Sheet No. WB1 Job No. OY010440000 FIBERGLASS / ASPHALT SHINGLES - w/ 15# ROOF FELT J 16" O.S.B. ROOF SHEATHING - w / PLY -CLIPS µGUTTER BOARD / ALUMINUM GUTTER - REFER TO SHEET A1.0 FOR SIZE 1 VENTED SOFFIT 1Se BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 �J" x 91/t" HARDBOARD FRIEZE - -TRIM TO MATCH WINDOW HEADER HEIGHTS - EXTEND 3�1" 2x4 FRAME WALL / R-15HD KRAFT FACED BAIT INSULATION - UNLESS NOTED OTHERWISE ON PLAN STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLEP R-15HD BATT INSULATION - CONTINUOUS ALONG BAND BOARDS APPROXIMATE T/" AIR SPACE TO ALLOW FOR STANDARD CONSTRUCTION TOLERANCES, SUCH AS MORTAR PROTRUSION, SQUARENESS OF FOUNDATION, ETC, THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE CAVITY TO MIGRATE DOWN AND OUTTHROUGH THE BRICK WEEPHOLES. BRICK VENEER / METAL WALL TIES @ 22" O.C. VERT. (l BRICK COURSES) 16" O.C. HORIZONTAL 2x4 FRAME WALL / R-15HD KRAFT FACED BATTINSULATION - UNLESS NOTED OTHERWISE ON RAN STRUCTURAL SHEATHING (STRUCTURAL & WATER REFELLENT)- 35/e"h. x 65/e"w. CAST STONE SILL, TYP - PROJECT BTM. 1" t CULTURED STONE VENEER ON 3xBx16 SOLID BLOCK SCRATCH COAT R-15HD BATT INSULATION - CONTINUOUS ALONG BAND BOARDS FLASHING 2x4 PRESSURE -TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL it, TYP. 1'-0" O.H. 'S� �` PRE-ENGINEERED WOOD Z ROOF TRUSSES (UNLESS @ 24'O.C. OTHERWISE NOTED INSULATION BAFFLE ON PUwsJ - IN EA. TRUSS SPACE ' R-38 BLOWN -IN INSULATION �• r CC br� J - UNLESS NOTED OTHERWISE r ON PUN GROUT FIRST COURSEIWA FINISH GRADE- VARIEmix -SEE EXTERIORS, SHELO- HOLD DOWN MIN. 9 1FROM TOP OF WALL�^I•O.H. 9ih° MAX. DEPTH BRICKw/ NO RE-INFORCING 8" THICK CAST-IN-PLACONCRETE FOUNDATIOLUNLESS NOTED OTHEONmFOUNDATION PLAN BITUMINOUS ASPHALTALLTIES, CONTROL JOINTSLDJOINTS. SPRAY APPLY (2) COABITUMINOUS DAMPROBELOW GRADE,TYTCAREFER TOFOUND. PL I WATERPROOFING INFO. IF REQUIRED. I 4 I 4" 0 DRAIN TILE w/ FILTER MEMBRANE a - w/GRAVEL IN TOOLED JOINT KEY -WAY IN FOOTING {Jp 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 3" 0 DRAIN TILE r - THIRD FOOTING @ 6'-0" D.C. - PLACE @ BOTTOM OF FEES. a ~O GRAVEL FILL oc q� ,,o, rcen a g6 W%b oc _ Z a __ O Q w . RELEASED FOR CONSTRUCTION CK E RY� Subject D compliance with all regulations of State and meal Codes City of Camel 3 ((�� �vm�TlQnrkTDJJ4L DATE: 09/06/19 DRYWALL DBL. 2x4 TOP PLATE 2x2 NAILER 5/4 NAILERS - 2" WIDE RIPPERS 20 BLOCKS @ 24" O.C. 1i NAILERS Sf" DRYWALL 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS @ 16" OR 19.2" D.C. - SEE FRAMING PLANS FOR SIZE OF JOISTS MG O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED T/ 1st FLR. DBL. TOP t 'Ya" DRYWALL .. 2x4 TOP PLATE DRYWALL T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED 1st PER. SUBFLR FDN. WALL -TYPE AND DEPTH VARIES PER PLAN - SEE NOTES ON FOUNDATION PLAN FOR SPECIFIC INFO NOTE: - 8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 22" D.C. & (3) #4 REBARS HORIZONTALLY g W-0" M1. FOUNDATION WALLS '.. a m - 10"Lhk. WALLS m - PROVIDE #4 REBARS SPACED ' F VERTICALLY @ 19" D.C. & (4) 0 3 m #4 REBARS HORIZONTALLY w O In FOR G' & 9' WALL HEIGHTS: ONE HORIZ. BAR SHALL BE m a WITHIN THE TOP 24", ONE IN THE BOTTOM 24" w/ THE Lu REMAINING BARS EQUALLY ul SPACED, MIN. 2" CONCRETE COVER Pri INSIDE FACE OF WALL & FACE OF HORIZ. BARS ENGINEERED DESIGN PER ACI 332-04, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION 3if" THICK CONCRETE SLAB - ON MIN. 4' GRAVEL BASE 6 MIL POLY VAPOR BARRIER SLAB T/ FOOTING DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. Ul D SfOvf E 314"- C-0" FIBERGLASS / ASPHALT SHINGLES 1'-0" o.ESH. ~ PRE-ENGINEERED WOOD FIBERGLASS / ASPHALT SHINGLES - w/ 15# ROOF FELT S �2 4ROOF TRUSSES - w/ 15# ROOF FELT UNL 7/16" O.S.B. ROOF SHEATHING OTHERWISE @ "O.C. J/16" O.S.B. ROOF SHEATHING - w/ PLY -CLIPS rvoreD INSULATION BAFFLE - w/ PLY -CLIPS ON IN EA. TRUSS SPACE !♦• C( ror� !� R-38 BLOWN -IN INSULATION UNLESS NOTED OTHERWISE ON PUN T/ 2ntl PER. DBL. TOP t ji" DRYWALL Is GUTTER BOARD 1x GUTTER BOARD w/ ALUMINUM GUTTER / ALUMINUM GUTTER REFER TO SHEET ALL FOR SIZE - REFER TO SHEET A1.0 FOR SIZE , VENTED SOFFIT VENTED SOFFIT lse" BARGE MOULD ONLY AS NOTED ON SHEET A1.0 lse B) BARGE MOULD / x 91fe" HARDBOARD FRIEZE - ONLY AS NOTED ON SHEET DBL. -T A1.0 DBL 2x4 TOP PLATE -TRIM TO MATCH WINDOW HEADER HEIGHTS 6p" x 9Yt" HARDBOARD FRIEZE 2x2 NAILER - /BLOCKING - TRIM TO MATCH WINDOW FIBER CEMENT BOARD SIDING HEADER HEIGHTS - PROVIDE J" EXPOSURE - w/ BLOCKING w/ 1?$" LAP / - - -TYPICAL ZBAITINSU ROT FACED x4 FRAME WALL if"DRYWALL 2x4 FRAME WALL m - BA R-15HD KRAFT FACED - UNLESS NOTED OTHERWISE BAIT INSULATION ON PLAN - UNLESS NOTED OTHERWISE ON PUN STRUCTURAL SHEATHING STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) 05 (STRUCTURAL & WATER REPELLENT) - CONTINUOUS BAITINSULATION S_0. - CONTINUOUS BATT INSULATION - CONTINUOUS ALONG -CONTINUOUS ALONG BAND BOARDS M HIN (or equlvalen[) BAND BOARDS MACHINE GRADED FLOOR JOISTS 16" OR ING LA 2" x 3" METAL DRIP FLASHING TYP. - SEE FRAMING PLANS FIBER CEMENT BOARD SIDING - w/ 1" HEM - PROVIDE J" EXPOSURE FOR SIZE OF ]GISTS - NAIL TO SHEATHING - USE 1" ROOFING NAILS EA. STUD w 1 "LAP @ -TYPICALaG TGL O.S.B. NAILED, AND GLUED, NAILED, AND SCREWED 2y" x 4" CAST STONE SILL, TYP. ♦ -PULL BTM. 1"H 2x4 FRAME WALL w,41 2ntl FLR. SUBFLR. V/TTINHDKRAFT FACED I ♦ APPROXIMATE STANDARD AIR SPAG=TO� BATTINSD KRAFN i ALLOW FORE7/8" - UNLESS NOTED OTHERWISE i i CONSTRUCTION TOLERANCES, ON PLAN SUCH AS MORTAR PROTRUSION, SQUARENESS OF FOUNDATION, � ,i T/ 1st FLR. DBL. TOP t ETC. THE INTENT OF THE AIR 2" x 3" METAL DRIP FLASHING, TYP. SPACE BEHIND THE BRICK VENEER - w/ 1" HEM �" DRYWALL IS TO ALLOW MOISTURE THAT - NAIL TO SHEATHING ENTERS THE CAVITY TO MIGRATE - USE 1" ROOFING NAILS @ EA. STUD DOWN AND OUTTHROUGH THE \ BRICK WEEPHOLES. 2L/4" x 4" CAST STONE SILL, TYP. T/ WINDOW - PULL BTM. 1"t VENEER DBL. 2x4 TOP PLATE BRIMMETAL WALL TIES @ SQUARENESS OF FALLOW FOR OARDUNDATION, 5 B RYWALL - W/" O.C. VERY. (J BRICK COURSES) APPROXIMATE %" AIR SPACE TO CONSTRUCTION TOLERANCES, - 08 " O.C. HORIZONTAL SUCH AS MORTAR PROTRUSION, 2x4 FRAME WALL R-15HD KRAFT FACE ETC. THE INTENT OF THE AIR BATTINSULATION SPACE BEHIND THE BRICK VENEER♦�' - UNLESS NOTED OTHERWISE IS TO ALLOW MOISTURE THAT Ng ON PLAN ENTERS THE CAVITY TO MIGRATE ♦ ,,#t STRUCTURAL SHEATHING DOWN AND OUT THROUGH THE ! ! o o (STRUCTURAL & WATER REPELLENT)` BRICK WEEPHOLES. -, al Lu BRICK VENEER - w/ METAL WALL TIES @ 22" O.C. VERT. Q BRICK COURSES) R-15HD BATi INSULATION h N 16" O.C. HORIZONTAL - CONTINUOUS ALONG BAND BOARDS R-15HD BAIT INSULATION a ��, �', - CONTINUOUS ALONG 'r' FLASHING BAND BOARDS �N 2x M29 (oEequlvalen0) MACHINE GRADED FLOOR JOISTS 2x4 PRESSURE -TREATED FLASHING 0 @ 16" OR 192" D.c SILL PLATE a - SEE FRAMING PLANS - STRAPPED TO FOUNDATION FOR SIZE OF JOISTS 2x4 PRESSURE TREATED PER MANUFACTURER'S m SILL PLATE RECOMMENDATION - STRAPPED TO FOUNDATION T&G O.S.B. SUBFLOOR - APPLY CONTINUOUS POLY PER MANUFACTURER'S - GLUED, NAILED, AND SCREWED SILL SEALER TO SILL t, TYP. RECOMMENDATION - APPLY CONTINUOUS POLY 1st PER. SUBFLR. BRICK WEEPHOLES SILL SEALER TO SILL t, TYP. W & @ 24" O.C. HORIZONTAL a i - w/ WEEP CARDS BRICK WEEPHOLES > @24" O.C. HORIZONTAL ! • GROVE FIRST TWO COURSES SOLID - w/ WEEP CARDS GROUT FIRST TWO COURSES SOLID , "♦ 03 T/ FDN. WALL a^ FINISH SEE EXTERIORS, SHEET # A1.0 FINISH GRADE -VARIES i X" Q S_g - HOLD DOWN MIN. 9 1/2" - SEE EXTERIORS, SHEET # A1.0 o FROM TOP OF WALL - HOLD DOWN MIN. 9 1/2" NOTE: FROM TOP OF WALL I •. BASEMENT INSULATION NOT IAJ" MAX. DEPTH BRICK CURB I SHOWN N,J" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING I -TYPE AND DEPTH VARIES w/ NO RE-INFORCING PER PLAN - SEE NOTES ON FOUNDATION PLAN FOR SPECIFIC INFO NO E: 8" THICK CAST -IN -RACE g'-0"M1. FOUNDATION WALLS 8" THICK CAST -IN -RAG= CONCRETE FOUNDATION WALL I _ - 8"Ihk. WALLS CONCRETE FOUNDATION WALL - UNLESS NOTED OTHERWISE ON E, - PROVIDE #4 REBARS SPACED - UNLESS NOTED OTHERWISE ON FOUNDATION PLAN F' VERTICALLY @ 22" D.C. & (3) FOUNDATION PLAN 1 `o #4 REBARS HORIZONTALLY BITUMINOUS ALL WALL I. W u BITUMINOUS ASPHALT ALL WALL 9'-0" M1. FOUNDATION WALLS m = TIES, CONTROL JOINTS, & COLD I - TIES, CONTROL JOINTS, & COLD - 10"Lhk. WALLS ]DIMS. n - PROVIDE #4 REBARS SPACED m d ? F ]DIMS. - SPRAY APPLY (2) COATS I ® VERTICALLY @ 19" D.C. & (4) 0 3 °' - SPRAY APPLY (2) COATS BITUMINOUS DAMPROOFING w 0 BITUMINOUS DAMPROOFING #4 REBARS HORIZONTALLY BELOW GRADE,TTPICAL. I - O BELOW GRADE,TYPICAL. FOR G' & 9' WALL HEIGHTS: - REFER TO FOUND. PLAN FOR m o - REFER TO FOUND. PLAN FOR ONE HORIZ. BAR SHALL BE WATERPROOFING INFO. IF I WATERPROOFING INFO. IF WITHIN THE TOP 24", ONE IN REQUIRED. 4 THE BOTTOM 24" w/THE Lu REQUIRED. Iul REMAINING BARS EQUALLY 4" 0 DRAIN TILE i SPACED, MIN. 2" CONCRETE 4" 0 DRAIN TILE w/ FILTER MEMBRANE a • o COVER BTWN INSIDE FACE OF w/ FILTER MEMBRANE - w GRAVEL FILL - w GRAVEL FILL / WALL &FACE OF HORIZ. BARS / U ENGINEERED DESIGN PER TOOLED JOINT KEY -WAY u TOOLED JOINT KEY -WAY • p ACE RESIDENTIAL TIAL REQUIREMENTS IN FOOTING fJ IN FOOTING Q FOR RESIDENTIAL CONCRETE CONSTRUCTION (UNLESS S NOTE OTHERWISE FOOTINGE) 8"x 18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) I (UNLESS NOTED OTHERWISE) 3�" THICK CONCRETE \ 3" 0 DRAIN TILE I SLAB 3" 0 DRAIN TILE - ON MIN. 4" GRAVEL BASE -THRU FOOTING @ 6'-0" D.C. -THRU FOOTING @ 6'-0" O.C. - RACE @BOTTOM OF FEES. a 6 MIL POLY VAPOR -RACE @ BOTTOM OF FTG. BARRIER T/SLAB GRAVEL FILL _ _ " GRAVEL FILL MW4111151 -I__ mumm=IIIIIIII=IIIII UNLESS OTHERWISE NOTED NOTED ON RANSJ PRE-ENGINEERED WOOD FIBERGLASS / ASPHALT SHINGLES 1'-0" o. H. ROOF TRUSSES - IN 15# ROOF FELT @ M" O.C. J/16" O.S.B. ROOF SHEATHING UNLESS OTHERWISE INSULATION BAFFLE - w/ PLY-QIPS NOTED IN EA. TRUSS SPACE ON PLANS) )J !� R-38 BLOWN -IN INSULATION - UNLESS NOTED OTHERWISE �' ON PLAN j2" DRYWALL aS_14 DBL. 2x4 TOP PLATE 2x2 NAILER B4" DRYWALL 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS @ 16" OR 19.2" D.C. - SEE FRAMING PLANS FOR SIZE OF JOISTS T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED T/ 1st FLR. DBL. TOP t DRYWALL DBL. DBL. 2x4 TOP PLATE " DRYWALL 2x M29(oEequlvalen0) MACHINE GRADED FLOOR JOISTS @ 16" OR 192" D.c. - SEE FRAMING PLANS FOR SIZE OF JOISTS T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED 1st FUR. SUBFLR. - A 03n T/ FDN. WALL a j' SHOWN -TYPE AND DEPTH VARIES m PER PLAN m - SEE NOTES ON FOUNDATION rc PLAN FOR SPECIFIC INFO r NOTE: 8'-0"M1. FOUNDATION WALLS N -8"thk. WALLS i - PROVIDE #4 REBARS SPACED VERTICALLY @ 22" o.c. & (3) ` 0 #4 REBARS HORIZONTALLY W-0" M1. FOUNDATION WALLS - - 10"thk. WALLS - PROVIDE #4 REBARS SPACED ( m VERTICALLY @ 19" D.C. & (4) #4 REBARS HORIZONTALLY FOR G' & 9' WALL HEIGHTS: ONE HORIZ. BAR SHALL BE I WIIHINTHETOP24",ONEIN J THE BOTTOM 24" w/ THE I �" REMAINING BARS EQUALLY • i SPACED, MIN. 2" CONCRETE COVER BTWN INSIDE FACE OF WALL & FACE OF HORIZ. BARS ENGINEERED DESIGN PER p AC[332-04, REQUIREMENTS F FOR RESIDENTIAL CONCRETE CONSTRUCTION a 3?f"THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE a 6 MIL POLY VAPOR BARRIER I T/ SLAB �. T/ FOOTING 0 0 DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. 3/4" V-0" 1x GUTTER BOARD / ALUMINUM GUTTER - REFER TO SHEET A1.0 FOR SIZE VENTED SOFFIT lse" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 6p" x 91/a" HARDBOARD FRIEZE - -TRIM TO MATCH WINDOW HEADER HEIGHTS - EXTEND 3i4" 2x4 FRAME WALL / R-15HD KRAFT FACED BAIT INSULATION - UNLESS NOTED OTHERWISE ON PLAN STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLEN R-15HD BATT INSULATION - CONTINUOUS ALONG BAND BOARDS APPROXIMATE 7/8" AIR SPACE TO ALLOW FOR STANDARD CONSTRUCTION TOLERANCES, SUCH AS MORTAR PROTRUSION, SQUARENESS OF FOUNDATION, ETC. THE INTENT OF THE AIR SPACE BEHIND THE BRICK VENEER IS TO ALLOW MOISTURE THAT ENTERS THE CAVITY TO MIGRATE DOWN AND OUT THROUGH THE BRICK WEEPHOLES. - BRICK VENEER - w/ METAL WALLTIES @ 22" O.C. VERT. (J BRICK COURSES) 16" O.C. HORIZONTAL 2x4 FRAME WALL w R-15HD KRAFT FACED B TTINSULATION - UNLESS NOTED OTHERWISE ON PLAN STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT)- R-15HD GATT INSULATION - CONTINUOUS ALONG BAND BOARDS FLASHING 2x4 PRESSURE -TREATED SILL PLATE - STRAPPED TO FOUNDATION PER MANUFACTURER'S RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALER TO SILL it, TYP. BRICK WEEPHOLES @ 24' O.C. HORIZONTAL - w/ WEEP CARDS GROUT FIRST TWO COURSES Sol FINISH GRADE - VARIES - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 9 1/2" FROM TOP OF WALL IAJ" MAX. DEPTH BRICK CURB w/ NO RE-INFORCING 8" THICK CAST -IN -RACE CONCRETE FOUNDATION WALL - - UNLESS NOTED OTHERWISE ON FOUNDATION PLAN BITUMINOUS ASPHALT ALL WALL TIES, CONTROL JOINTS, & COLD JOIN S. - SPRAY APPLY (2) COATS BITUMINOUS DAMPROOFING BELOW GRADE,TTPICAL. - REFER TO FOUND. PLAN FOR WATERPROOFING INFO. IF REQUIRED. 4" 0 DRAIN TILE w/ FILTER MEMBRANE - w GRAVEL FILL TOOLED JOINT KEY -WAY IN FOOTING 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) 3" 0 DRAIN TILE -THRU FOOTING @ 6'-0" O.C. - RACE @ BOTTOM OF FTG. PRE-ENGINEERED WOOD Z ROOF TRUSSES @ 24" O.C. - INSULATION BAFFLE IN EA. TRUSS SPACE R-38 BLOWN -IN INSULATION UNLESS NOTED OTHERWISE ON PUN T/ 2ntl FUR. DBL. TOP t DRYWALL DBL. 2x4 TOP PLATE 2x2 NAILER 5/4 NAILERS - 2" WIDE RIPPERS 20 BLOCKS @ 24" O.C. 1i NAILERS x if" DRYWALL 2x M29 (or equivalent) MACHINE GRADED FLOOR JOISTS @ 16" OR 19.2" D.C. -SEE FRAMING PLANS FOR SIZE OF JOISTS T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED T/ 1st FUR. DBL. TOP t - DRYWALL DBL. 2x4 TOP PLATE SS" DRYWALL 00 al Lu Lu II 2x M29 (or equivalent) �t MACHINE GRADED FLOOR JOISTS @ 16' OR 19.2" D.C. - SEE FRAMING PLANS FOR SIZE OF JOISTS T&G O.S.B. SUBFLOOR - GLUED, NAILED, AND SCREWED ` 1st PER. SUBFLR. UL {♦ FDN. WALL pm SHOWN -TYPE AND DEPTH VARIES m PER PLAN m - SEE NOTES ON FOUNDATION rc PLAN FOR SPECIFIC INFO r NOTE: 8'-0"M1. FOUNDATION WALLS -8"thk. WALLS - PROVIDE #4 REBARS SPACED VERTICALLY @ 221 D.C. & (3) m o #4 REBARS HORIZONTALLY g W-0"M1. FOUNDATION WALLS �_ _ - 10"Uk. WALLS m a - PROVIDE #4 REBARS SPACED °' ' F ( m VERTICALLY @ 19" D.C. & (4) 0 3 m #4 REBARS HORIZONTALLY 00= MU FOR G' & 9' WALL HEIGHTS: a ONE HORIZ. BAR SHALL BE m a I WITHIN THE TOP 24", ONE IN q o THE BOTTOM 24"w/THE Lu I L REMAINING BARS EQUALLY • i SPACED, MIN. 2" CONCRETE COVER BiINSIDE FACE OF WALL & FACE OF BARS FACE ENGINEERED DESIGN PER o ACI REQUIREMENTS �p FOR RESIDENTIAL CONCRETE CONSTRUCTION a 3if"THICK CONCRETE SLAB - ON MIN. 4" GRAVEL BASE a 6 MIL POLY VAPOR BARRIER T/ SUB �. T/ FOOTING DESIGNED BASED ON AN EQUIVALENT FLUID ...... " PRESSURE OF 60 P.C.F. OWALL SECTION - BRICK (ACTIVE) SCALE: 3/4' = 11 T o Eo ? 6 e E ^ o P t 0 2 @9 H o- E E o v U @p N o all 0 all 0 all 0 c; r a WEt r Er v E w a r a 3 £ Q. 9 S q FF � i n i � Q }OED I-w I U ED NIL I ✓i v, Mee �'a maw 1 Z N III JE 2mu i mHU ..N N m .. Q��� LU aO �OQ �0OK Uit � Z ♦ oL W W Q CQ Z ii m Q O OK N r L W i O < V_ W LLJ ` / L/ 3 Q W w � I I = O I u 0 i z O ED QO Q og cH V W Z 3Q O Z 3 = 300 O Zm w UD a L- W w � CD w m OUZO 0 5 �� o v _ - x C_ Sheet No. VVSmB1 Job No. OBF010440000 BRICK VENEER FLASH at SEALFLASH'G - IS- WIDE - SEAL AROUND ALL PENETRATIONS, TYP. AIR SPACE, TYPICAL APPROVED FASTENER @ 3"o.c., TYR. SILL SEALER, TYPICAL 9Y" MAX. DEPTH BRICK CURB W/ NO RE-INFORCING CAST-IN-PIACE CONCRETE I. FOUNDATION WALL - REFER TO FOUNDATION PLAN O o I I FOR WALL THICKNESS _ Q BRICK WEEPHOLES @ 24" o.c. HORIZONTAL D I WEEP CARDS Frc 4 GROUT FIRST TWO COURSES SOLID ES4^ SECTION DETAIL 10 BRICK VENEER @ GARAGE FOUNDATION WALL SCALE: 3, = 1-0 FIBER FIBER CEMENT BOARD SI - PROVIDE J" EXPOSURE W/ 1 %a" LAP - TYPICAL NAIL & TAPE TO SHEATHING USE 1" ROOFING NAILS @ EA. STUD Is TRIM BOARD REFER TO ELEVATIONS FOR SIZES AND PROFILES 2" x 3" METAL DRIP FLASHING, TYP. W/ 1" HEM - NAIL TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD NOTE: HEM OF FLASHING MUST FASTEN ONE PIECE TO THE OTHER. 2Y4" x 4" CAST STONE SILL, - PROJECT BTM. 1 BRICK VENEER, TYPICAL E / / / E/ SECTION DETAIL 07 BRICK VENEER @ CAST STONE SILL w/ 1x TRIM SCALE: 3" - 1'-0" CULTURED STONE VENEER ON 3xUl6 SOLID BLOCK FIBER CEMENT BOARD APPROVED FASTENER - PROVIDE J" EXPOSUI @ 3"o.a., TYPICAL 1A W/ 1 1/4" LAP -TYPICAL STRUCTURAL SHEATHING - HOLD BTM OF SHEATHING - - 1" BELOW T/ SUBFLOOR 2" x 3" METAL DRIP FL 1 IS- WIDE MYLAR COUNTER RASH'G 1 - NAIL & TAPE TO SHE - HOLD T/ MYLAR -USE 1" ROOFING NAI 4" OFF T/ SUBROOR @ 2x10 JSTS I 2" OFF T/ SUBFLOOR @ 2x12 JSTS 1 SCRATCH COAT AIR SPACE, TYPICAL HuYIG & RAJ FLASH SEAL'PIECE NOTE: - 18" WIDE @ 2O HEM F F FLASHINGING M - 12' WIDE @ 2x8 JOISTS P ETHE - SEAL AROUND ALL PENETRATIONS TYPICAL - OVERHANG FOUNDATION 1/4" , TYP SILL SEALER, TYPICAL i NOTE: HOLD CULTURED STONE DOWN 1" FROM T/ FDN. I p y 1" TYPICAL _ d MUDSILL ANCHOR STRAP, TYP. --- - - - ci 8"THICK CAST -IN -PLACE O CONCRETE FOUNDATION WALL - UNLESS NOTED OTHERWISE ON FOUNDATION PLAN �• e. SECTION DETAIL 11 CMU / STONE VENEER @ CONC. FDN WALL SCALE: 3" = 1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Cet i �VT�Vt�OxVAWM<_ DATE: \\ 09/06/19 2R/x" x 4" CAST STONE - PULL BTM. 11-t BRICK VENEER, TYPICAL I" SECTION DETAIL OQ BRICK VENEER @ CAST STONE SILL (8 SCALE: 3" -1 0" BRICK VENEER STRUCTURAL SHEATHING — - — AIR SPACE, TYPICAL --- 12" WIDE TUSH & SEAL' FIASH'G - - TOP OF FLASHING TO BE SEALED w/ FIBERGLASS MESH 8 TAR, TYP. /1 - OVERHANG FOUNDATION 1/4", TYR O T n" BRICK WEEPHOLES 0'H' i @ 24" O.C. HORIZONTAL - W/ WEEP CARDS G At NOTE: HOLD THERMOPLY SHPG 3/8" OFF T/ FOUNDATION APPROVED FASTENER @ 3"o.c., TYP. d O O SILL SEALER, TYPICAL MUDSILL ANCHOR STRAP, TYP CAST -IN -PLACE CONCRETE FOUNDATION SUBWALL - REFER TO FOUNDATION PLAN FOR WALL THICKNESS APPROXIMATE LINE DEGRADE SECTIOI 0�BRICKV 9 SCALE: FIBERGLASS / ASPHALT SHINGLES V-0" OVERHANG - W/ 15# ROOF FELT (UNLESS OTHERWISE NOTED ON PLANS) O.S.B. ROOF SHEATHING - w/ PLY -UPS J ALUMINUM GUTTER lx GUTTER BOARD - REFER TO SHEET A1.0 FOR SIZE VENTED SOFFIT APPROVED FASTENER @ 3"o.D., T 2x2 NAILER le/a" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 R/2" x N%" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HDR HEIGHTS FIBER CEMENT BOARD SIDING I 1 - PROVIDE J" EXPOSURE w/ 1'/" LAP- TYPICAL AP-TYPICAL ENLARGED SOFFIT 0 ^ DETAIL w/ FIBER CEMENT BOARD SIDING �F SCALE: 3"=1•-0• HOLD T/ POLY FUSH'G AT: 8" OFF T/ SUBFLOOR FOR 2x10 JSTS 6" OFF T/ SUBFLOOR FOR 2x12 JSTS APPROVED FASTENER @ 3"o.c., TYPICAL FIBER CEMENT BOARD SIDING - - PROVIDE J" EXPOSURE W/ 1 R/q" LAP -TYPICAL STRUCTURAL SHEATHING @ SECOND FLOOR 24" POLY FLASHING @ SECOND FUR. BAND BD - EXTEND PAST BTM OF 2ntl RR SHTG, TYPICAL APPROVED FASTENER @ ldb.C. IN BTM 1/3 OF BAND BD NOTE: SECOND FUR STRUCTURAL SHTG TO OVERLAP FIRST FUR STRUCTURAL SHTG 2" MINIMUM z APPROVED FASTENER @ 3"o.c., TYPICAL DOUBLE 2x4 TOP PLATE - STRUCTURAL SHEATHING @ FIRST FLOOR - Ra" 3112 SECTION DETAIL 1 '% FIBERGIASS / ASPHALT SHINGLES - W/ 15# ROOF FELT O.S.B. ROOF SHEATHING - w/ PLY -CLIPS ALUMINUM GUTTER lx GUTTER BOARD - REFER TO SHEET A1.0 FOR 9ZE VENTED SOFFIT APPROVED FASTENER @ 3"o.c., T1 2x2 NAILER 1x2 NAILER " x 9R/- HARDBOARD FRIEZE -TRIM TO MATCH WINDOW HDR HEIGHTS 2x3 BLK'G LADDER @ 24"o.c.,TYPICALJ 5/4 BLOCKING -2" WIDE RIPPERS 1x2 NAILER ENLARGED SOFFIT DETAIL w/ BR BRICK VENEER ICK VENEER 0 1 SCALE: 3" = 1'-0" BRICK VENEER . 6" OFF T/SUBROOR FOR 2x12 JS11J -� APPROVED FASTENER w a9 @ 3"o.C., TYPICAL O m m AIR SPACE, TYPICAL - METAL WALL TIES - -� - 24"(9 COURSES) - 16" O.C. HORIZONTAL - 05FIBER CEMENT BOARD SIDING @ BAND BOARD SCALE: 3" -1 0" BRICK VENEER APPROVED FASTENER @ 3"o.c., TYPICAL — STRUCTURAL SHEATHING - HOLD BTM OF SHEATHING 1" BELOW T/ SUBFLOOR 24" WIDE POLY RASH'G - HOLD T/ POLY 4" OFF T/ SUBROOR AIR SPACE, TYPICAL RASH & SEAL' I'l - 18" WIDE @ 2x10 JSTS - 12' WIDE @ 2x8 JOISTS - SEAL AROUND ALL PENETRATIONS TYPICAL SILL SEALER, TYPICAL a 3 it Q4 :rrVO4 CAULK @ SILL itTYPICALMUDSILL ANCHOR STRAP, TYP,OUdi0 ��3rvc O TW CKN PER VARIES REFERTO FOUNDATI IENIN 1� WALKOUT VENEER TO GRADE I. 91/2" MAX. DEPTH BRICK CURB _ __ - 0 ,. ., .: d W/ NO RE-INFORCING - FOR 81hk. WALLIV v ST, GROUT FIRST SECTICOURSES ONSOLID DETAIL THEM ESS VARIES T REFER TO FOUNDATION PLAN BRICK VENEER @ FOUNDATION BRICK CURB 06 53A_E —1 n' APPROVED FASTENER @ 12"o.c. IN BTM 1/3 OF BAND BD 24" POLY FLASHING @ SECOND PER BAND BD - EXTEND PAST BTM, OF 2ntl HER SHTG, TYPICAL APPROVED FASTENER @ 3"o.c., TYPICAL NOTE: SECOND PER STRUCTURAL SHTG TO OVERLAP FIRST FUR STRUCTURAL SHTG 2" MINIMUM STRUCTURAL SHEATHING1, @ FIRST FLOOR SECTION DETAIL V 02 BRICK VENEER @ BAND BOARD KALE : 3• = I.-0• BRICK VENEER APPROVED FASTENER @ 3"o.c., TYPICAL wki 24" WIDE POLY RASH'G - HOLD T/ POLY 4" OFF T/ SUBROOR AIR SPACE, TYPICAL RASH & SEAL' I'l - 18" WIDE @ 2x10 JSTS - 12' WIDE @ 2x8 JOISTS - SEAL AROUND ALL PENETRATIONS TYPICAL SILL SEALER, TYPICAL CAULK be SILL R TYPICAL MUDSILL ANCHOR STRAP, TYP. 9 1/2" MAX. DEPTH BRICK CURB — W/ NO RE-INFORCING - FOR 81hk. WALL TWO RDDTFIRSTOLID — SECTIEON DETAIL 03 BRICK VENEER Cc l Q 0 .+ O d THICKNESS VARIES REFERTO FOUNDATION PLAN CONC. FOUNDATION WALL 3 = V-0• w p c n a m m 2 E u o t C @ H 6 0 u W E u U N o 0 0 0 H a r o� o� <v _ =U U E i U w w F v 3 as In9 6'ry S 0— It A i w` a q `-' A M _ Q —C } W O� N COCo I�oM Z n:�w n F (A urc� rc 0 Of QawQ 04 OQuG¢ � Z ♦< oL LU W LJ O U Z Q O OK N r L LU i O < V W m LLJ ` / � L� 3 Q aJ � I � w � I I = Z OI I UO _ Z K O Q O 1) ' TJ Z gQ C Z O W = 3 = O O O Z m w a m LL w w r- CD O w m n w 0 z 5 f o v x a Sheet No. VVSmB2 Job No. OY010440000 APPROVED FASTENER V-0" MAPLE STREET SPECIFICATIONS @ 3" o.c., TYP. 7/16" O.S.B. ROOF 1x6 RAKE BOARD SHEATHING - w/ 2x4 BWCKS @ 24" O.C. ON 1x4's 1x8 RAKE BOARD ALL OTHER SPECIFICATIONS iddom GABLE EXTENSION yh• Ise RAKE BOARD - 2x6 BLOCKS @ 24" o.c. ON 1x6's - / 2x6 BLOCKS @ 24" O.C. ON 1X6's CAM 1�§" BARGE MOULD 3/8" SOFFIT BL GABLE w/ STUDS NOTE: ONLY GRAND ESTATES SIDE GABLES @ O.C. - REFER TO ELEVATION IDS GABLE FRIEZE MAPLE STREET SPECIFICATIONS - ON 1x6 BACK-UP PRE-ENGINEERED WD. ) 1x6 GABLE FRIEZE STRUCTURAL SHEATHING r/1 (` ROOF TRUSSES C �r� @ 24" O.C. - / 1x4 BACK-UP (STRUCTURAL &WATER REPELLENT) (� [[��0�� r ALL OTHER $PECIFICpTIONS 1x6 IEZE HORIZONTAL SIDING `C BLOWN -IN INSULATION J - BACK-UP w/ 1x6 BACK-UP METAL FLASHING r r 2x IDBLOCKING STRU(STRUCTRAL CT STRUCTURAL SHTG URAL (STRUCTURAL &WATER REPELLENT) lx BAND BOARD CONT. @UNDERSIDE FIBER CEMENT BOARD SIDING -SPECIFICTO ELEVATIONS,SNT A1.0 DESIGNER and OF BLK'G, TYP. AL F1,kSHING 1xNTBAND BOARD BRICK UDDER - MASTERPIECE SPECIFICATIONS - SPECIFIC TO ELLVATIONS, SHEET AI.0 BRICKLADDES 2 SECT - VNL 2 SCALE: GABLE OVER BRICK w/ 12 EXT. RAKE 3/4" = V-0 SECT - FCB GABLE 2 0 SCALE: 2/16" O.S.B. ROOF SHEATHING MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD 3'h• lx6 RAKE BOARD - w/ 2x4 BLOCKS @A�P - w/ 1x4 BACK-UP CAM. APPROVED FASTENO.C., ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD 3/8" SOFFIT GABLE w/ STUDS - w/ 1x6 BACK-UP 'T CHANNEL77�44�1 @ 16" O.C. PRE ENGINEERED WD. STRUCTURAL SHEATHING STRUCTURALSHEA4 1L'-_)1 O (STRUCTURAL & WATER REPELLENT) — (STRUCTURAL & W COcC`@ OUSSES C. FIBER CEMENT BOARD SIDING HORIZONTAL SIDINJ rrCu) (, BLOWNAN INSULATION — METAL FLASHING 2x10 BLOCKING METAL FLASHING Is BAND BOARD STRUCTURAL SHTG 1x BAND BOARD - SPECIFIC TO ELEVATIONS, SET A1.0 COW. @ UNDERSIDE - SPECIFIC TO ELEVATIONS, SHEET A1.0 OF BLKG'TYP' BRICK LADDER BRICK LADDER MAPLE STREET SPECIFICATIONS 21 SECT - VNL GABLE OVER BRICK w/ 12" EXT. RAKE 17 SECTION - FCB GAE 3 DBL. 2x TOP PLATE 6-F 6-V T/FDN . WALL a MAPLE STREET SPECIFICATIONS SIDING ♦ ; q• 0 DRAIN TILE g j 1x6 RAKE BOARD ♦ ♦ - w/ GRAVEL FILL z - w/ 1x4 BACK-UP ♦ - PIPE TO DAYLIGHT m a e o ALL OTHER SPECIFICATIONS HASHING . TYPICAL i w o 1x6 RAKE BOARD _ _ o 4 31/I" THICK CONCRETE o o z - w/ 1x6 BACK-UP 2x PRESSURE -TREATED SILL F SLAB ^ -ON MIN. 4" GRAVEL BASE ' m STRUCTURAL SHEATHING PLATE F ♦ ° (STRUCTURAL & WATER REPELLENT)— -STRAPPED TO FOUNDATION 6MIL POLY VAPOR PERMANUFACNRER'S E • 4 BARRIER / T S AB rc HORIZONTAL SIDING RECOMMENDATION ♦ - - APPLY CONTNUOUS POLY 4�. T/ FOOTING m METAL FLASHING SILL SEALER TO SILL a, TYP. .4 lx BAND BOARD a a - SPECIFIC TO ELEVATIONS, SHT A1.0 FINISH GRADE - VARIES m RIGID INSULATION - HOLD DOWN MIN. 8" - 24" DEPTH BRICK LADDER TOP OF WALL a 09 09 - @ ALL AREAS WHERE GRADE ----- --- FOUNDATION FOUNDATION SUBWALL -THICKNESS VARIES SOOTINGWIOTH �� vj NFER vuN 6-F 6-V PON.WALLABOR OVESSOFTHE COVERS LLABOVESS OFT 16 SECTION - VINYL Gi - REFER TO PLAN BEVELED RIGID INSULATION SCALE: /� WALL SECTION - MAPLE STREET SPECIFICATIONS BASEMENT WALKOUT w/ SIDING TO GRADE 1x`5 RAKE BOARD y o� /2x4BLOCKS@24"G.C.ON1x4's HLkh 23 OTHER SPECIFICATIONS JALL SCALE 3/4" = 1' 0" IRS RAKE BOARD DBL. 2x TOP PLATE _ ♦ - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's @ T ♦ - 15/e" BARGE MOULD FLASHING S-B I 4"0 DRAIN TILE T/FDN. WALL ? NOTE: ONLY FRONT TOGABLES BRICK WEEPHOLES • ♦ ♦ -w/GRAVEL FILL ♦ If- oz and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION @ 24" O.C. HORIZONTAL - PIPE TO DAYLIGHT - w/ WEEP CARDS - TYPICAL e = w o PRESSURE TREATED SILL SUB THICK CONCRETE o c a 2x LATE OR a <. ; ♦ - ON MIN, 4" GRAVEL BASE F w O - STRAPPED TO FOUNDATION PER MANUFACTURER'S I 6 MIL POLY VAPOR RECOMMENDATION 4 BARRIER T SLAB / rc - APPLY CONTINUOUS POLY �� SILL SEALER TO SILL R, TYP. T/ FOOTING m .4 FINISH GRADE - VARIES - HOLD DOWN MIN. 8 m RIGID INSULATION FROM TOP OF WALL 24" DEPTH 09 - @ ALL AREAS WHERE GRADE woI1NG w1oTH S-8 COVERS LESS OF THE n FOUNDATION SUB WALL ygRIE3 FER PLAN WALL ABOVE FDN. WALL ABOVE T/ SLAB -THICKNESS VARIES ry - REFER TO PLAN BEVELED RIGID INSU A ON /� WALL SECTION - 19 BASEMENT WALKOUT w/ BRICK TO GRADE m SCALE: , T/ FOR. WALL 3/4" = C-0" m FOR BRICK CURBS GREATER THAN 91/j"tl. AND UP TO 2'-O"d. J, ,♦ 06 WALL: LL y i rJi I "• S-8 F VERTICAL VE TI AL#4 �¢ J 3 - � Q O IS"O. ., VERIBARS @ VERTICAL SPACING F I e H MAINTAIN - MAINTAIN MINIMUM 2" COVER J I NOTE: O J I u BR/IX VENEER � Q x T I i NO RE -BAR REQUIRED IN -w/METAL WALLTIES@ , io 'ter FOUNDATIONN WALLS w/A4"w "w 22. O.C. VERT. (T COURSES) LL I CURB AND 6"w STEM WALL. 16" O.C. HORIZONTAL I. d MAXIMUM DEPTH OF BRICK CURB '^ BRICK WEEPHOLES Rim IN A ID" THICK WALL IS 48", a @ 24" O.C. HORIZONTAL CURB I i - w/ WEEP CARDS I m y o 0 (2) COATS SPRAY -APPLICATION O Ix BITUMINOUS DAMPPROOFING QI I 8" THICK CAST -IN -PLACE �• o o b a - APPLIED BELOW GRADE CONE. FOUNDATION WALL F rc - - REFER TO FOUNDATION PLAN °J FOR INFORMATION REGARDING WATERPR IOFlNG 4 NOTE: EXTEND VERTICAL RE -BARS TOOLED JOINT KEY -WAY 18" BELOW BTM./ BRICK CURB IN FOOTING Wx18" CONCRETE FOOTING 4" 0 DRAIN TILE (UNLESS NOTED OTHERWISE) w/ FILTER MEMBRANE 3" 0 DRAIN TILE - w/ GRAVEL FILL - THRU FOOTING @ 6'-0" O.C. 4 - PLACE @ BOTTOM OF FAG. O T/ STAB ' T/ FOOTING a K (p, P $DO m� O D 0 00 __b IRA 2at O G GRAVEL FILL J. BRICK CURBS UP TO 48" RELEASED FOR CONSTRUCTION B 3/4• = I'-0" SUhjeCHo Compliance with all PagUlations of State and meal Codes ±-� City Id Camel Ili°a (� � �vmlUtlenrJnwJ4L \ DATE: 09/06/19 w/ 2x3 BLOCKS @ 24" O.C. APPROVED FASTENER @ 3" o.c., TYP. 7/16" O.S.B. ROOF SOFFIT w/STUDS @ 16"O.C. PRE-ENGINEERED WD. tNGABLE C.ROOF TRUSSES r@24'•a.C. BLOWN -IN INSULATION2x10 BLOCKING STRUCTURAL SHTG COW. @ UNDERSIDE OF PUKE, TYP. R BRICK w/ 12" EXT. RAKE 3/4" - V• V 7/16" O.S.B. ROOF SHEATHING 5i. CANT. GABLE w/ STUDS @ 16'. O.C. 0.57 j J PRE-ENGINEERED WD. cl T.� ( ROOF TRUSSES C) @ 24" O.C. rr BLOWN -IN INSULATION 2x10 BLOCKING STRUCTURAL SHTG OVER BRICK CONT.@UNDERSIDE OF BURG, TYP. 3/4" = 1'-0" 7/16" O.S.B. ROOF SHEATHING Ch— CANT. �PRE-ENGINEERED r WD. ROOFTRUSSES @ 24" O.C. )rr BLOWN -IN INSULATION — 2x10 BLOCKING STRUCTURAL SHTG OVER BRICK NDERS OFF ELK G, TYP. IDE OCONT. 'G, T 3/4" 1'-0n ROOF ALL U,nce arcur"A ILU G`Jh C - ro PRE-ENGINEERED WD. 1x8 GABLE FRIEZE w/ 2x3 BLOCKS @ 24 O.C. 3y J il� C C ROOF TRUSSES @ 24" O.C. STRUCTURAL SHEATHING _ (STRUCTURAL & WATER REPELLENT) BLOWN -IN INSULATION -GABLE SHTG TO OVERLAP WALL SHTG 2" MIN. - BRICK VENEER - DBL 2x4 TOP PLATE NOTES 1REFER SECTION -BRICK � GABLE w/ EXTENDED RAKE SCALE: 3/4" = 1'-0' APPROVED FASTENER @ 3" o.C., TYP MAPLE STREET SPECIFICATIONS " 1x`RAKE BOARD - / 1x4 BACK-UP 7/16" O.S.B. ROOF SHEATHING ALL OTHER SPECIFICATIONS 1x9 RAKE BOARD - / 1x6 BACK-UP ` GABLE EXTENSION - Zx3 BLOCKS @ 24" Ex. MAPLE STREET SPECIFICATIONS GABLE w/ STUDS 1x6 GABLE FRIEZE ` J J r @ 16" o.c. ALLOTHER AB E FRIEZE FICATIONS 1x8 GABLE FRIEZE rl (� 6 7 4 � c r o C PRE-ENGINEERED WD. r r� ROOF TRUSSES STRUCTURAL SHEATHING r J @ 24" 0. c. WATER REPS ;} Jr1—lV - GABE bmi i, I -GABLE SHTG TO OVERLAP WALL SHTG 2"MIN. IM-L BLOWN -IN INSULATION BRICK VENEER - REFER TO NOTES ON SECTIONS DBL. 2x4 TOP PLATE 14 SECT - BRICK GABLE/END WALL w/ DOUBLE RAKE SCALE: 3/4" = C-0' MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD ALL OTHER SPECIFICATIONS \_ 1x8 RAKE BOARD _ STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) -GABLE SHTG TO OVERLAP WALL SHTG 2" MINIMUM. BRICKVENEER - REFER TO NOTES ON SECTIONS 13 SECTION - BRICK CALE: /EN APPROVED FASTENER @ 3" O.C., TYP. PER MORE MAPLE STREET SPECIFICATIONS 1x`6 RAKE BOARD - / 2x4 BLOCKS @ 24" O.C. ON 1x4's 2' ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's 3/8" SOFFIT 15/e' BARGE MOULD NOTE: ONLY FROM TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION 1x GABLE FRIEZE ON 2" WIDE 5/4 HAILERS - REFER TO SHEET A1.0 FOR SIZE STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHTG TO OVERLAP WALL SHTG 2" MIN. CULTURED STONE VENEER L - REFER TO NOTES ON SECTIONS 1 SECTION - STONE G CALF: MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD ` / 1x4 BACK-UP ALL OTHER SPECIFICATIONS Ise RAKE BOARD /1x6 BACK-UP APPROVED FASTENER @ 3" o.c., TYP. GABLE EXTENSION - ON 2'1 WIDE 5/4 NATTERS STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHTG TO OVERLAP WALL SHTG 2" MINIMUM. CULTURED STONE VENEER - REFER TO NOTES ON SECTIONS 1 1 SECTION - STONE( SCALE: MAPLE STREET SPECIFICATIONS IxµRAKE BOARD 1. -0 / 2x4 BLOCKS @ 24" O.C. ON lx4's ALL OTHER SPECIFICATIONS 1x9 RAKE BOARD - `/ 2x6 BLOCKS @ 24" O.C. ON 1x6's 15/8" BARGE MOULD NOTE: ONLY GRAND ESTATES SIDE GABLES - w/ 1x4 BACK-UP - w/ 1x6 BACK-UP STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHTG TO OVERLAP WALL SHTG 2" MIN. FIBER CEMENT BOARD SIDING - 10 SECT - FCB GAE CALE: MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - `/ 2x4 BLOCKS @ 24" O.C. ON 1x Vs ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's I%" BARGE MOULD NOTE: ONLY PRONTTURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION 7/16" O.S.B. ROOF SHEATHING J � STUDS l ���V �� v 16" o' @16"ac. PRE-ENGINEERED WD. i' (, ROOF TRUSSES @ 24" o. c. BLOWN -IN INSULATION DBL 2x4 TOP PLATE w/ EXTENDED RAKE 3/4• - 1•-0" 7/16" O.S.B. ROOF SHEATHING GABLE w/ STUDS @ 16" o.c. PRE-ENGINEERED WD. ROOFTRUSSES @ 24" o.c. `BLOWN -IN INSULATION DBL. 2x4 TOP PLATE / END WALL 3/4" = V-0" APPROVED FASTENER @ 3" o.c., TYP. 7/16" O.S.B. ROOF SHTG 3/8" SOFFIT APPROVED FASTENER 1•-0. 7/16" O.S.B. ROOF @3"o.a., TYR. SHEATHING Ise RAKE BOARD GABLE EXTENSION - 2x6 BLOCKS @ 24" o.c. ON 1x6's 3/8" SOFFIT 15/e' BARGE MOULD GABLE w/ STUDS @16"o.c. 1x8 GABLE FRIEZE ON 1x6 BACK-UP ) ail ( =TQ F 7 PRE-ENGINEERED WD. - O' C ROOF TRUSSES STRUCTURAL SHEATHING [[� `J @24"O.C. (STRUCTURAL & WATER REPELLENT) J p ��,. Jr BLOWN -IN INSULATION - GABLE SHTG TO OVERLAP WALL SHTG 2" MINIMUM. EEEZEDBL. 2x4 TOP PLATE HORIZONTAL SIDING GRAND ESTATES - NO J-CHANNEL @ GABLE FRIEZE BOARD - REFER TO NOTES ON SECTIONS SPECIFICATIONS 06 SECT - VINYL GABLE/END WALL w/ 12" EXT. RAKE SCALE: 3/4" - 1'-0" @ 3" o.c, TYP. 1x8 RAKE BOARD GABLE EXTENSION - 2x6 BLOCKS @ 24" Ex. ON 1x6's 3/8" SOFFIT 1x8 GABLE FRIEZE - ON 1x6 BACK-UP STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE SHTG TO OVERLAP WALL SHTG Z' MINIMUM. HORIZONTAL SIDING - NO J-OHANNEL @ GABLE FRIEZE BOARD - REFER TO NOTES ON SECTIONS 0 SECT - VINYL 5SCALE: 1x6 RAKE BOARD - w/ 2x4 BLOCKS @ 24" O.C. ON 1x4's ROOF w/ STUDS D.C. @ 24" BLOWN -IN INSULATION DBL. 2x4x4 TOP PLATE DESIGNER and MASTERPIECE SPECIFICATIONS WALL w/ 12" EXT. RAKE 3/4" = C-0" ROOF APPROVED FASTENER @ 3" o.c., TYP. GABLE w/ STUDS GABLE w/ STUDS r a�DBL. @ 16" o.c. 3/8" SOFFIT eCQ 01C7@ 16" o.c. YCHANNEL T PRE-ENGINEERED WD. PRE-ENGINEERED WD. ROOFTRUSSES ROOF TRUSSES 24" o.c. STRUCTURAL SHEATHING@ 24" o.c. (STRUCTURAL &WATER REPELLENT) BLOWN -IN INSULATION BLOWN -IN INSULATION - GABLE BHT' G TO OVERIAPWALLSHT'G2"MIN. -- DBL 2x4 TOP PLATE 2x4 TOP PLATE HORIZONTAL SIDING - No rCHANNEL @GABLE FRIEZE BOARD v- MAPLE STREET SPECIFICATIONS WALL w/ 12" EXT. RAKE 04 SECT - VINYL GABLE/END WALL w/ 12" EXT. RAKE 3/4' = V-V SCALE: 3/4" - V-0" APPROVED FASTENER MAPLE STREET SPECIFICATIONS — APPROVED FASTENER / @ 3" O.c., TYP, 1x6 RAKE BOARD @ 3" O.c., TYP. 3/8' SOFFIT - w/ 2x4 BLOCKS @ 24" O.C. ON 1x Vs PER PLAN 3/8" SOFFIT 7�7777ALL OTHER RECIFICATIONS 1x8 RAKE BOARD 7/16" 0.5.B. ROOF - w/ 2x6 BLOCKS @ 24" O.C. ON 1x6's SHEATHING 1%a" BARGE MOULD 7/16" O.S.B. ROOF SHTG NOTE: ONLY FRONT TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION On BACK-UP - w/ 1x4OTHER C1 O 'Ln C x4.� ALL E SPECIFICATIONS JLR ro GABLE w/ STUDS @ 16" o.c. 1x8 GABLE FRIEZE AB FRIEZE J J (- PRE-ENGINEERED WD. - BACK-UP ROOFTRUSSES R CT STRUCTURAL SHEATHING @ 24" Ex. (STRUCTURAL & WATER REPELLENT) BLOWN -IN INSULATION -GABLE SHTG TO OVERLAP WALL SHTG 2" MIN. FIBER CEMENT BOARD SIDING DBL. 2x4 TOP PLATE 09 SECTION - FCB GABLE w/ EXTENDED RAKE 7 SCA E: 0• APPROVED FASTENER @ 3" O.C., TYP. MAPLE STREET SPECIFICATIONS 1x`6 RAKE BOARD / 2x4 BACK-UP //16" O.S.B. ROOF SHEATHING ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 2x6 BACK-UP - w/ 1x4 BACK-UP - w 1x6 BACK-UP STRUCTURAL SHEATHING STRUCTURAL &WATER REPELLENT - GABLE SHTG TO OVERLAP WALL SHTG 2" MINIMUM. FIBER CEMENT BOARD SIDING- 0 SECTION - FCB GABL 8SCALE: MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD --..... _ - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS ROOF 1x8 RAKE BOARD - w/ 1x6 BACK-UP STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) GABLE SHTG TO OVERLAP WALL SHTG PRE-ENGINEERED WD. ROOFTRUSSES @ 24" O.C. BLO WNAN INSULATION DBL. 2x4 TOP PLATE 3/4• = 1'4' GA16"/ BLE STUDS rod' @ w w/ C PRE-ENGINEERED WD. ROOF TRUSSES 4" o.c. � BLOWN -IN INSULATION DBL. 2x4 TOP PLATE WALL w/ DBL RAKE 3/4" = 1.-Y //16" O.S.B. ROOF SHEATHING 2" MINIMUM. JF) Q�@ BUE /STUDS FIBER CEMENT BOARD SIDING C- PRE-ENGINEERED WD. .r`l to ROOFTRUSSES @ 24" O.C. BLOWN -IN INSULATION DBL. 2x4 TOP PLATE 07 SECTION -FCB SIDED GABLE / END WALL SCALL 3/4"=VP' -�� rJ ABLE w/ STUDS Ise GABLE FRIEZE f0 /l'v 16"acw/ 1x6 BACK UPSTRUCTURAL 'll� SHEATHING J ' RE -ENGINEERED WD. 1BLOWN-ININSULATION OOFTRUSSES (STRUCTURAL& WATER REPELLENT) 24 - GABLE SHTG TO OVERLAP WALL SHTG 2"MIN. HORIZONTAL SIDING - NO J-CHANNEL @ GABLE FRIEZE BOARD DBL. 2x4 TOP PLATE 03 SECTION -VINYL GABLE w/ EXTENDED RAKE SCALE: 3/4• = 1.-Y APPROVED FASTENER @ 3" O.C., TYP. MAPLE STREET SPECIFICATIONS 1x`6 RAKE BOARD / 2x4 BACK-UP 2/16" O.S.B. ROOF SHEATHING ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 2x6 BACK-UP - w/ 1x4 BACK-UP ALL OTHER SPECIFICATIONS / 1x8 GABLE FRIEZE xp�rC�T r�r1 r r� C 7 GABLE w/ STUDS C O'lC @ 161,o. O.C. - w 1x6 BACK-UP ro STRUCTURAL SHEATHING J J r r C PRE-ENGINEERED WD. STRUCTURAL &WATER REPELLENT J R FTR E 00 S -GABLE SHTG TO OVERLAP WALL SHTG 2" MIN. c. @ 24" o.c. HORIZONTAL SIDING BLOWN -IN INSULATION - NO J-CHANNEL @ GABLE FRIEZE BOARD - REFER TO NOTES ON SECTIONS DBL. 2x4 TOP PLATE 02 SECTION - VINYL GABLE/END WALL w/ DBL RAKE SCALE 3/4' = 10" MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD ______ ---- - w/ 1x4 BACK-UP - 7/16" O.S.B. ROOF SHEATHING ALL OMER SPECIFICATIONS 1x8 RAKE BOARD - w/ 1x6 BACK-UP STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) -GABLE SHTG TO OVERLAP WALL SHTG C O�«7 GABLE w/STUDS 2" MINIMUM. rorD @ 161• O.C. r C PRE-ENGINEERED WD. HORIZONTAL SIDING J ROOF TRUSSES @ 24" O.C. BLOWN -IN INSULATION DBL. 2x4 TOP PLATE 0 1 SECTION - VINYL SIDED GABLE / END WALL SCALE: 3/4"• 1'-0" p O a a w m o mt m = 2 @9 F`u O n@ on o E N o000 all all all p a C v c 0 m Q m 2 V y u W p ~ ¢ IE 0 am S L � E_ U to w O LE. d O U.1 Q O N n F W ue� NQ>Q C]Qu W p'Vny .FOQ; � FOKO Vu¢ � Z K W W Q CQ Z ii m Q O OK N W 0 O � V_ az W LLJ ` / � 3 Q W w � I = Z O I I U _I O Z K O Q O og z cH V W Z 3Q O Z ? _ 3 o O O zED w a m LL w w � CD w m WZ0 0 5 o IT _ — S a Sheet No. VVSmB3 Job No. 05E010440000 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Catat�ed �VT�VT�OxVAWML DATE: \\ 09/06/19 FIBERGLASS / ASPHALT SHINGLES PRE-ENGINEERED WOOD FIBERGLASS / ASPHALT SHINGLES 1'-0' O.H. - w/ 15# ROOF FELT D.H. y ROOF TRUSSES - w/ 15# ROOF FELT 7/16" O.S.B. ROOF SHEATHING OTHERWISE @ 14" O.C. 7/16" O.S.B. ROOF SHEATHING OTHERWISI - W/ PLY -CLIPS NOTED INSULATION BAFFLE - w/ PLY -CUPS NOTED ON PLANS) r J� - IN EA. TRUSS SPACE ON FuUS) LOWN-IN INSULATION C �r�J R UNLESS NOTED OTHERWISE ew ON PLAN T/ 2nd FLR. DBL. TOP a 1 ' DRYWALL lx GUTTER BOARD 1x GUTTER BOARD - w/ ALUMINUM GUTTER - w/ ALUMINUM GUTTER - REFER TO SHEET A1.0 FOR SIZE \\ -REFER TO SHEET A1.0 FOR SIZE VENTED SOFFIT \ \ VENTED SOFFIT 0 S-C 15/a" BARGE MOULD 15BARGE MOULD -ONLY PS NOTED ON SHEET q1.0 O - ONLY AS NOTED ON SHEET q1.0 DBL. 2x4 TOP PLATE 2x2 NAILER sJ" x 9�' HARDBOARD FRIEZE Sp" x 9�" HARDBOARD FRIEZE -TRIM TO MATCH WINDOW -TRIM TO MATCH WINDOW HEADER HEIGHTS HEADER HEIGHTS - W/ BLOCKING / BLOCKING FIBER CEMENT BOARD SIDING 2x4 FRAME WALL DRYWALL -PROVIDER EXPOSURE - GA T INSULATION KRAFATION FACE m w/ 1 A LAP BNLESNOTE ON -TYPICAL - UNLESS NOTED OTHERWISE ON PLAN 2x4 FRAME WALL - w/ R-15HD KRAFT FACED STRUCTURAL SHEATHING GATT INSULATION (STRUCTURAL & WATER REPELLENT) - UNLESS NOTED OTHERWISE ON PLAN R-15HD BATT INSULATIN- CONTINUOUS STRUCTURAL BAND BOARDS LONG 2x MACHINE (GRADEDor FLOOR (STRUCTURAL It WATER REPELLENT) MACHINE GRADED FLOOR ]GISTS @ SEE OR LNG9.2" o.c. FIBER CEMEMBOARD SIDING -SEE FRAMING PLANS - CONTINUOUS BUOUS ALONG - PROVIDE J" E%POSURE FOR SIZE OF JOISTS -CONTINUOUS ALONG w/ 1 Y<" LAP T&G O.S.B. SUBFLOOR BAND BOARDS -TYPICAL - GLUED, NAILED, AND SCREWED 11/2" x 3" METAL DRIP FLASHING w/ 1" HEM, THE. 2x4 FRAME WALL -SET IN BED OF SEALANT -w/R-15HD KRAFT FACED ♦ 2nd FLR. SUBFLR. - NAIL& CAULK TO SHEATHING , GATT INSULATION ; ; - USE 1" ROOFING NAILS 0 EA. STUD ON PLAN UNLESS NOTED OTHER WISE i f 2 1/4"M1. x 2 3/4"w. CAST STONE SILL, TYP. 1 1/2" x 3" 3 -SLOPE METAL DRIP FLASHING - - PRWE UP.IN. W/ 1" TYP. HEM, w /B" MIN.. - NAIL & BED OF 3FAIANT Rw T/ 15L FLR. DBL. TOP -NAILS CAURKROOFING G SHEATHING �"DRYWALL - USE 1" ROOFING NAILS @ EA. STUD 2 1/4"h. x 2 3/4"w. GIST STONE SILL, TYP. METAL LATHE - PROJECT BTM. 3/4"1 - w/ ASPHALT IMPREGNATED -SLOPE 3/8"MIN. MEMBRANE T WIND i - INSTALLED w/ NAILS WHICH' META_ LATHE OS PENETRATE THE STUD A MINIMUM OF 1" EVERY 6" o.c. -w/ASPHALT IMPREGNATED S-C VERTICAL HORIZONTAL ; MEMBRANE (NAIL IWO EVERY STUD) ; - INSTALLED w/ NAILS WHICH PENETRATE THE STUD A DBL. 2x4 TOP PATE \,, MINIMUM OF 1" EVERY 6" ox. CULTURED STONE VENEER VERTICAL & 16" ox. HORIZONTAL (NAIL INTO EVERY STUD) SCRATCH COAT 1/2" DRYWALL CULTURED STONE VENEER 5 2x4 FRAME WALL OB - / R-15HD KRAFT FACED SCRATCH COAT GATT INSULATION 8-C ne °o -UNLESS NOTED OTHERWISE R-15HD BATTINSULATIN ON PIAN -CONTINUOUS ALONG �o , A' BAND BOARDS R-15HD GATT INSULATION CONTINUOUSALONG BOARD FLASHING x A BAND BOARDS x i „ 4.w ♦ FLASHING 2x4 PRESSURE -TREATED SILL PLATE 2x4 PRESSURE -TREATED m c - STRAPPED TO FOUNDATION 2x M29 (or equivalent) SILL PLATE o o PER MANUFACTURER'S MACHINE GRADED FLOOR JOISTS - STRAPPED TO FOUNDATION RECOMMENDATION o @ lfi" OR 19.2" 0.0 PER MANUFACTURER'S - APPLY CONTINUOUS POLY a -SEE FRAMING PLANS RECOMMENDATION SILL SEALER TO SILL e, TYP. W FOR SIZE OF JOISTS - APPLY CONTINUOUS POLY SILL SEALER TO SILL x, TYP 0 T&L O.S.B. NAILED, SUBFIAND NOTE: - GLUED, NAILED, AND SCREWED NOTE: HOLD FLASHING DOWN 1" i e• !4 OOR HOLD FLASHING DOWN 1" FROM T/ FOUNDATION I 1st FLR. SUBFLR. FROM T/ FOUNDATION -TYPICAL ; ; -TYPICAL OU 0 ROPE BEHIND PAPER & OUT 0 ROPE BEHIND PAPER & OUT END SCREED24"UPF HOLES ! OUT WEEEND SCREED 24" UP ! ' - EMEND 24" UP FRPME WALL � � -EMEND 24" UP FRAME WALL SCREED w/ WEEP HOLES - £ p O - 5-C T/ FDN. WALL a SCREED w/ WEEP HOLES £. - METAL FLASHING w/ DRIP EDGE METAL FLASHING w/ DRIP EDGE NOTE: FINISH GRADE EXTERIORS, ,SHEE I BASEMENT FINISH EXTERIRADE -ORS, ,SHES - SEE DOWN MI SHEET # A1.0 F NOT SHOWN - SEE EXTERIORS, SHEET # A1.0 - HOLD DOWN MIN. 8 1/2' -TYPE AND DEPTH VARIES -HOLD DOWN MIN. 8 1/2' FROM TOP OF WALL d. 9 - PER PLAN FROM TOP OF WALL SEE NOTES N FOUNDATION 8" THICK CAST -IN -PLACE Fas PLAN FOR SPECIFIC INFO 8" THICK CAST -IN -PLACE CONCRETE FOUNDATION WALL: CONCRETE FOUNDATION WALL - UNLESS NOTED OTHERWISE ON I GTE: - UNLESS NOTED OTHERWISE ON FOUNDATION PLAN B'-0"h. FOUNDATION WALLS FOUNDATION PLAN FOUNDATION PLAN % BITUMINOUS ASPHALT ALL WALL F a-8'Yhk. WALLS BITUMINOUS ASPHALT ALL WALL TIESCONTROL JOINTS, & COLD z - PROVIDE (3) #4 REBARS TIES, CONTROL JOINTS, & COLD JOi I 0 CONTINUOUS AROUND r JOINTS. - SPRAY APPLY (2) COATS F a PERIMETER OF FDN. g FOUNDATION WALLS 9-SPRAY APPLY (2) COATS '-0"h. m 0 BITUMINOUS DAMPROOFING < u i BITUMINOUS DAMPROOFING BELOW GRADE,TYPICAL. I s - 10"thk. WALIS o, -c BELOW GRADE,TYPICAL. - REFER TO FOUND. PIAVI N FOR - PROVIDE (4) #4 REBARS O 3 0, Q - REFER TO FOUND. PIAN FOR WATERPROOFING INFO. IF F CONTINUOUS AROUND - 0 Z WATERPROOFING INFO. IF REQUIRED. I £ PERIMETER OF FDN. m w b o REQUIRED. S' FOR & W WALL HEIGHTS: ONE HORIZ. BAR SHALL BE F WITHIN THE TOP 24", ONE IN o THE BOTTOM 24" w/ THE 4" 0 DRAIN TILE I i REMAINING BARS EQUALLY 4" 0 DRAIN TILE SPACED, MIN. 2"CONCRETE w/ FILTER MEMBRANE F Lu Lu COVER BTWN INSIDE FACE OF w/ FILTER MEMBRANE - w/ GRAVEL FILL I 0 WALL & FACE OF HORIZ. BARS - W/ GRAVEL FILL ENGINEERED DESIGN PER TOOLED ]DINT KEY -WAY F o ACE 332-04REQUIREMENTS TOOLED ]DINT KEY -WAY , IN FOOTING IN FOOTING FOR RESIDENTIAL 8"x18" CONCRETE FOOTING I CONCRETE CONSTRUCTION 8"x18" CONCRETE FOOTING (UNLESS NOTED OTHERWISE) dF 3'fi"THICK CONCRETE (UNLESS NOTED OTHERWISE) rc 3" 0 DRAIN TILE I SONBMIN. 4" GRAVEL BASE 3" 0 DRAIN TILE -THRU FOOTING @ 6'-0' O.C. -THRU FOOTING @ 6'-0' O.C. - PLACE @ BOTTOM OF FTC. F . 6 MIL POLY VAPOR BARRIER -PLACE @BOTTOM OF FTC. GRAVEL FILL SLAB GRAVEL FILL �ro T/ FOOTING $TG 0 $4 FOUNDATION WALLS O $9 u 140, $ -- DESIGNED BASED ON AN O YA, W EQUIVALENT FLUID 0W PRESSURE OF 60 P.C.F. WALL SECT - LOW CULTURED STONE/PCE3 0 SIDING 0� SCALE SECT - HIGH C 3 SCALE: 114. - 1'_0. PRE-ENGINEERED WOOD FIBERGLASS / ASPHALT SHINGLES 1'-0' D.H. �' PRE-ENGINEERED WOOD y ROOF TRUSSES - w/ 15# ROOF FELT (UNLE56 y ROOF TRUSSES @ 24" O.C. 7/16" O.S.B. ROOF SHEATHING OTHERWISE @ 24" O.C. INSULATION BAFFLE - W/ PLY -CUPS NOTED INSULATION BAFFLE rJ�J - IN EA. TRUSS SPACE ON PLANS) r J ( - IN EA. TRUSS SPACE —0r�J R-38 BLOWN -IN INSULATION UNLESS NOTED OTHERWII E `e' C( �r�J R UNLESS NOTED OTHERI ON PLAN ON PLAN �- T/ 2nd FLR. DBL TOP a � J � � �- T/ 2ntl FLR DEL TOP DRYWALL ' �" DRYWALL 1 µGUTTER BOARD - / ALUMINUM GUTTER - REFER TO SHEET A1.0 FOR SIZE VENTED SOFFIT 01 an S-C DBL. 2x4 TOP PLATE 15/e" BARGE MOULD DBL. 2x4 TOP PLATE - ONLY AS NOTED ON SHEET A1.0 2x2 NAILER 2x2 NAILER Sf" x 9K�' HARDBOARD FRIEZE - TRIM TO MATCH WINDOW 2x2 NAILERS HEADER HEIGHTS - / 7/16" DEB BACK-UP - EXTEND Z' h" DRYWALL - CULTURED STONE VENEER �h" DRYWALL a SCRATCH COAT 2x4 FRAME WALL - w/ R-15HD KRAFT FACED GATT INSULATION - UNLESS NOTED OTHERWISE ON PLAN 2x M29(or equivalent) 2x M29(or equivalent) MACHINE GRADED FLOOR JOISTS STRUCTURAL SHEATHING MACHINE GRADED FLOOR JOISTS @ 16" OR 19.2" o.c. (STRUCTURAL & WATER REPELLENT) @ 16" OR 19.2" o.c. - SEE FRAMING PLANS - SEE FRAMING PLANS FOR SIZE OF JOISTS R-15HD GATT INSULATION FOR SIZE OF JOISTS T&G O.S.B. SUBFLOOR CONTINUOUS IUOUSLONG T&G O.S.B. SUBFLOOR N BOARDS - GLUED, NAILED, AND SCREWED �- GLUED, NAILED, AND SCREWED T/ 150 FLR. DBL TOP R 3h" DRYWALL DBL. 2x4 TOP PLATE %" DRYWALL II 2x M29(or equivalent) JAI A MACHINE GRADED FLOOR JOISTS @ 16" OR 19.2" o.c. SEE FRAMING PLANS . I FOR SIZE OF JOISTS O.S.B. SUBFLOOR rT&G - GLUED, NAILED, AND SCREWED , FDN. WALL ' NOTE: BASEMENT INSULATION F NOTSHOWN j2 -TYPE AND DEPTH VARIES d. PER PLAN -SEE NOTES N FOUNDATION F PLAN FOR SPECIFIC INFO G E: n e'-O"h. FOUNDATION WALLS F - WALLS 0a - PROVIDE (3) #4 BARS PROM RE CO AROUND O PERIMETERIMETEROFFDN. F ATION WALLS FOUNDATION 10"n - -. WALLS - PROVIDE (4) #4 REBARS PROM F e CONTINUOUS AROUND PERIMETER OF FDN. MR S' & WWALL HEIGHTS ONE: ONE BAR SHALL o IN THE ONEE IN WITHIN THE TOP w THE BOTTOM 24" w/ THE w/ i REMAINING BARS EQUALLY . I SPACED, MIN. 2" CONCRETE 0 Lu COVER BTWN INSIDE FACE OF WALL & FACE OF HORIZ. BARS 5 ENGINEERED DESIGN PER ACI 332-04, REQUIREMENTS FOR RESIDENTIAL CONCRETE CONSTRUCTION dI K0 THICK CONCRETE SLAB AB - ON MIN. 4" GRAVEL BASE i)1 . 6 MIL POLY VAPOR y BARRIER � DESIGNED BASED ON AN EQUIVALENT FLUID PRESSURE OF 60 P.C.F. AC IVE) E/ CE3 SIDING 3, = 1•_0• 2x4 FRAME WALL - w/ R-15HD KRAFT FACED BATT INSULATION - UNLESS NOTED OTHERWISE ,� T/ tat FLR. DBL. TOP a ON PLAN " DRYWALL STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) 02 &C CULTURED STONE VENEER DBL. 2x4 TOP PLATE SCRATCH COAT 5/2" DRYWALL R-15HD GATT INSULATION- - CONTINUOUS ALONG - BAND BOARDS LA HE FLASHING P HALTIMPREGNATEDRANE LLED w/NAILS WHICH 2x4 PRESSURE -TREATED RATE THE STUD A F SILL PLATE UM OF 1EVERY 6" oC. CAL &16" OCHORIZONTAL - STRAPPED TO FOUNDATION EVERY STUD) PER MANUFACTURER'SIMO RECOMMENDATION - APPLY CONTINUOUS POLY SILL SEALERTO SILL e, TYP. 2x M29(or equivalent) MACHINE GRADED FLOOR JOISTS NOTE: @ 16" OR 19.2" o.c. HOLD FLASHING DOWN 1" - SEE FRAMING PLANS FROM T/ FOUNDATION FOR SIZE OF JOISTS - TYPICAL 3/ls' 0 ROPE BEHIND PAPER & T&G O.S.B. SUBFLOOR: - GLUED, NAILED, AND SCREWED OUT WEEP SCREED HOLES ,w - EXTEND 24" UP FRAME WALL 1st FLR. SUBFLR. SCREED w/ WEEP HOLES � METAL HASHING w/ DRIP EDGE 1 FINISH GRADE- VARIES ♦ _ - SEE EXTERIORS, SHEET # A1.0 T/ FDN. WALL - HOLD DOWN MIN. 8 1/2 m" 03 FROM TOP OF WALL .I 'S-C 8" THICK CAST -IN -PLACE CONCRETE FOUNDATION WALL: - UNLESS NOTED OTHERWISE ON FOUNDATION PLAN d. F I j2 'a E -TYPE AND DEPTH VARIES - PER PLAN SEE NOTES N FOUNDATION PLAN FOR SPECIFIC INFO GTE: LOA. N FOUNDATION WALLS F -Slink. WALLS BITUMINOUS ASPHALT ALL WALL i -PROVIDE #4 REBARS SPACED TIES, CONTROL JOINTS, & COLD I 0 VERTICALLY @ 22" O.C. & (3) r JOINTS. D #4 REBARS HORIZONTALLY - SPRAY APPLY (2) COATS F < W-0i FOUNDATION WALLS m 0 BITUMINOUS DAMPROOFING I s -10"thk. WALIS of BELOW GRADE,TYPICAL. ® - PROVIDE #4 REBARS SPACED - REFER TO FOUND, PLAN FOR F c VERTICALLY @ 19" D.C. & (4) o 3 WATERPROOFING INFO. IF w #4 REBARS HORIZONTALLY m w REQUIRED. I as FOR S' & W WALL HEIGHTS: M ONE NORM. BAR SHALL BE o WITHIN THE TOP 24", ONE IN w THE BOTTOM 24" w/ THE i REMAINING BARS EQUALLY 4" 0 DRAIN TILE . F SPACED, MIN. 2" CONCRETE w/ FILTER MEMBRANE o COVER BTWN INSIDE FACE OF - w/ GRAVEL FILL �j WALL & FACE OF HORIZ. BARS TOOLED JOINT KEY -WAY 5 ENGINEERED DESIGN PER IN FOOTING F o ACI 332-04, REQUIREMENTS FOR RESIDENTIAL 8"x18" CONCRETE FOOTING I CONCRETE CONSTRUCTION (UNLESS NOTED OTHERWISE) 44 3Kb"THICK CONCRETE SLAB 3" 0 DRAIN TILE I ON MIN, 4" GRAVEL BASE - THRU FOOTING @ fi'-0" O.C. - PLACE @ BOTTOM OF FTC. I 6 MIL POLY VAPOR BARRIER GRAVEL FILL /SLAB IIIIIIII=IIIIIIII=IIIIIIII=IIIII =IIIIIIII=IIIIIIII=IIIIIIII •♦ O p E v m ~ 0 P v m U 2 CBl O n 0 E v 0 @ 0 ot 0 al 0 n 0 V1 F a m - o$ O m O E = U C w F 70 m E C. s at 3 LL all N in 0 Or W Q }O} => mNm h O w tom a OI OD Z N urcm Q¢W¢ p¢O o'LLA� FOKO r,OQ VUQ � Z ♦ < W LLJ p Q Z Y Q 0 OK N a = W 0 O � V az 0 LLJ ` / H L� 3 Q W � H w � 1 I = 0 1 Z O O og g gQ 0 Z _ W 3 0 0 Q Z D] m a LL w w � CD w m WZ0 a 5 o v _ — S a 11 Sheet No. smcl- Job No. OY010440000 YR O 0 O 0 AE RELEASED FOR CONSTRUCTION Subject to compliance with all regula(ions of State and Local Codes City of Camped �VT�Vt�OxNAWML_ DATE: \\ 09/06/19 FIBER CEMENT BOARD SIDING - PROVIDE T' EXPOSURE w/ 1 %" LAP -TYPICAL METAL DRIP - NAIL & TAPE TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD lx TRIM BOARD - REFER TO ELEVATIONS FOR SIZES AND PROFILES 1 1/2" x 3" METAL DRIP FLASHING, TYP. - NAIL TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD NOTE: HEM OF FLASHING MUST FASTEN ONE PIECE TO THE OTHER. (HORIZONTALLY) 2l/"h. x 2 3/a"w. CAST STONE SILL, - PROJECT BTM. 3/" 1 - SLOPE 3/" MIN. TO PROVIDE POS: DRAINAGE CULTURED STONE VENEER, TYPICAL SECTION DETAIL 07 CULTURED STONE @ CAST STONE SILL w/ 1x TRIM SCALE 3" = t0" FIBER CEMENT BOARD SIDING - PROVIDE T' EXPOSURE w/ 1 %" LAP - TYPICAL 1 1/2" x 3" METAL DRIP FLASHING, TYP. - NAIL at TAPE TO SHEATHING - USE 1" ROOFING NAILS @ EA. STUD NOTE: HEM OF FLASHING MUST FASTEN ONE PIECE TO THE OTHER. (HORIZONTALLY) 2l/"h. x 2 3/"w. CAST STONE SILL, - PROJECT BTM. a/x" 1 - SLOPE 3/a" MIN. TO PROVIDE POS: DRAINAGE CULTURED STONE VENEER, TYPICAL SECTION DETAIL 0 CULTURED STONE @ CAST STONE SILL 8SCALE'" t'0" SCRATCH COAT METAL LATHE - w/ ASPHALT IMPREGNATED MEMBRANE - INSTALLED w/ NAILS WHICH PENETRATE THE STUD A MINIMUM OF 1" EVERY 6" o.c. VERTICAL & 16" o.c. HORIZONTAL (NAIL INTO EVERY STUD) CULTURED STONE VENEER, TYPICAL STRUCTURAL SHEATHING - EXTEND SHEATHING TO 1/2" BELOW T/ FOUND. APPROVED FASTENER @ 3"o.c., TYP. SILL SEALER, TYPICAL NOTE: - HOLD STONE 4 1/2" BELOW T/FOUNDATION, TYP. H" THICK CAST -IN -RACE CONCRETE FOUNDATION WALI -UNLESS NOTED OTHERWISE ON FOUNDATION RAN FIBERGLASS/ ASPHALT SHINGLES 1'-O'OVERHANG -w/15#ROOF FELT (UNLESS OTHERWISE NOTED O.S.B. ROOF SHEATHING - w/ PLY -CLIPS ALUMINUM GUTTER lx GUTTER BOARD gogg - REFER TO SHEET A1.0 FOR SIZE 7 VENTED SOFFIT APPROVED FASTENER @ 3"o.c., TYP 2x2 NAILER I%" BARGE MOULD - ONLY AS NOTED ON SHEET A1.0 BLOCKING q \� �" x 9 i" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HDR HEIGHTS STRUCTURAL SHEATHING FIBER CEMENT BOARD SIDING - PROVIDE J" EXPOSURE w/ 1l/" LAP TYPICAL ENLARGED SOFFIT 0 ^ DETAIL w/ FIBER CEMENT BOARD SIDING 1'-0' OVERHANG FIBERGLASS/ ASPHALT SHINGLES (UNLESS OTHERWISE NOTES - w/ 15# ROOF FELT O.S.B. ROOF SHEATHING - w/ RY-CLIPS APPROVED FASTENER @ 3"o.c., TYPICAL ALUMINUM GUTTER lx GUTTER BOARD - REFER TO SHEET A1.0 FOR SIZE VENTED SOFFIT 2x2 NAILER / // 2' 11� _ I I r - O 0 BARGE MOULD / I SHT'G) ONLY AS NOTED ON SHEET A1. h" x 9L/" HARDBOARD FRIEZE - TRIM TO MATCH WINDOW HEADER HEIGHTS STRUCTURAL SHEATHING REFER TO NOTE, THIS SHEET FOR GLUING AND NAILING 2x2 NAILERS w/ Z/16" OSB BACK-UP CULTURED STONE VENEER, TYPICAL 0 SECTION DETAIL - SOFFIT w/ CULTURED STONE SCALE: 3"= t'-0" HOLD T/ POLY FLASH'G AT: HOLD T/ POLY FLASH'G AT: H" OFF T/ SUBFLOOR FOR 2x10 )STS. H" OFT T/ SUBROOR FOR 1 ]STS 6" OFF T/ SUBFLOOR FOR 2x12 ]STS 6" OFF T/ SUBROOR FOR 2x12 )STS APPROVED FASTENER APPROVED FASTENER n n` @ 3"o.c., TYPICAL @3"o.c, TYPICAL ORS CULTURED STONE VENEER _ TYPICAL FIBER CEMENT BOARD SIDING - - - -PROVIDE Z"EXPOSURE STRUCTURAL SHEATHING -� w/ 1 %" LAP / �—_ @ SECOND FLOOR - TYPICAL i STRUCTURAL SHEATHING I SCRATCH COAT71 @ SECOND FLOOR 24" POLY FLASHING @ SECOND MR. BAND BD. 24" POLY FLASHING @ SECOND EXTEND -EXTEND PAST BTM OF 2ntl FLR FLR. BAND BD TYPICAL - EXTEND PAST UP OF 2ntl MR SHT'G, TYPICAL APPROVED FASTENER - � @ 12"o.c. IN BTM 1/3 OF BAND BE. APPROVED NOTE: r IN BTM 1/3 @ 12"o.c. IN BTM 1/3 OF BAND BD'I SECOND FLR STRUCTURAL SHT'G TO OVERLAP FIRST PER NOTE: STRUCTURAL SHIM 2" MINIMUM. SECOND MR STRUCTURAL SHT'G TO OVERLAP FIRST MR METAL LATHE'- STRUCTURAL SHT'G 2" MINIMUM z_ w/ ASPHALT IMPREGNATED £ MEMBRANE ........ ......... £ L APPROVED FASTENER @ 3"o.D., TYPICAL DOUBLE 2x4 TOP PLATE STRUCTURAL SHEATHING @FIRST FLOORSECTION DETAIL %^ 3%' 3?§" 05 FIBER CEMENT BOARD SIDING @ BAND BOARD SCALE 3" - t'-0" CULTURED STONE VENEER TYPICAL 0. SCRATCH COAT - m - INSTALLED w/ NAILS WHICH PENETRATE THE STUD A MINIMUM OF 1" EVERY 6" o.c. VERTICAL at 16" o.c. HORIZONTAL (NAIL INTO EVERY STUD) STRUCTURAL SHEATHING @ GABLE END - REFER TO NOTE, THIS SHEET FOR GLUING AND NAILING NOTE: FRAMING MEMBERS FOR GABLE SPACED 16 MAX. FOR STRUCTURALL SUPPORT O a 1 SECTION DETAIL 09 CULTURED STONE @ GARAGE FDN WALL 9 SCALE: 0" APPROVED FASTENER @ 3"o.c., TYPICAL — NOTE: GABLE END STRUCTURAL SHT'G TO OVERLAP FIRST FLOOR STRUCTURAL SHT'G 2" MINIMUM. APPROVED FASTENER @ 3"o.c., TYPICAL DOUBLE 2x4 TOP PLATE APPROVED FASTENER @ 3"o.c., TYPICAL DOUBLE 2x4 TOP PLATE STRUCTURAL SHEATHING %^ 3%' @ FIRST FLOOR SECTION DETAIL k - b" 02 CULTURED STONE @ BAND BOARD SCALE: 3" = 1'-0" SCRATCH COAT II IMPREGNATED CULTURED STONE VENEER, APPROVED FASTENER @ 3"o.c., TYPICAL 24" POLY FLASHING, TYPIC, _ \ APPROVED FASTENER @ 12"o.c. IN BTM 1/3 OF BAND SILL SEALER, TYPICAL 1� / SCREED w/ WEEP HOLES \ 3/y " 0 ROPE BEHIND PAPER & OUT WEEP SCREED HOLES - EXTEND 24" UP FRAME WALL METAL FLASHING w/ DRIP EDGI NOTE: - HOLD POLY 1" BELOW T/FOUNDATION, TIP. - REFER TO NOTE, THIS SHEET FOR GLUING AND NAILING 3s§" SECTION DETAIL 0 CULTURED STONE VENEER @ GABLE END Vsc X,zo I•Po.' I METAL LATHE n - ATTACHED TO FOUNDATION WALL MUDSILL ANCHOR STRAP, TYP. CAST -IN -PLACE CONCRETE FOUNDATION WALL: - REFER TO FOUNDATION PLAN FOR WALL THICKNESS THICKNESS VPIUEB SECTION DETAIL RETMTOFOUNDA"ON°LAN 03 CULTURED STONE TO GRADE @ CONC FDN WA CALE: 3" _ p o a w n E o P L m N 2 @ H O 6 on 0 N E r c V @1 N a Y - o$m O m a m or 2 U yQ v v E lJ w w F 3 £^ VI- p m � UP k Q _n }O} -w O W mnm D- CCOl7 I ULI OOm Z n F N Omm &M OQ�' QQwQ pH� �OQ 2:MCC 0 Vua � Z ♦ < W W Q CQ Z Q O OK N a = W 0 Q � V_ m LLJ ` / 3 Q W � � w � I I = Z O I 1 U _ O I Z K O EE Q O Q og cH V W Z 3Q O It Z ? _ O O p m Z w a LL w w DE) O w m m w oo g o v _ — S a Sheet No. VVSmC2 Job No. OY010440000 APPROVED FASTENER @ 3" o.c., TYP. 1'-0. 7/16" O.S.B. ROOF SHEATHING 1x8 RAKE BOARD GABLE EXTENSION 3'h' - 2x6 BLOCKS @ 24" o.c. ON lx6's CANT 3/8" SOFFIT GABLE w/ STUDS lx8 GABLE FRIEZE @ 16" O.C. - ON lx6 BACK-UP O PRE-ENGINEERED WD. ROOF TRUSSES STRUCTURAL SHEATHING 4 �r��-)r') (' (STRUCTURAL & WATER REPELLENT) C �1 C /. @ 24" O.C. 3 J BLOWN -IN INSULATION HORIZONTAL SIDING r r 2x10 BLOCKING STRUCTURAL SHIED METAL FLASHING lx BAND BOARD COW. @ UNDERSIDE -SPECIFIC TO ELEVATIONS, SET A1.0 DESIGNER and OF BLK G, TYP. BRICK LADDER MASTERPIECE SPECIFICATIONS 22 SECT - VNL GABLE OVER BRICK w/ 12" EXT. RAKE SCALE: 3/4" = 1' 0 /16" O.S.B. ROOF SHEATHING lx6 RAKE BOARD 3 j - / 2x4 BLOCKS @ 24" O.C. ON lx4'a 1 CANT. APPROVED FASTENER @ 3" o.c., TYP. 3/8" SOFFIT GABLE w/ STUDS T CHANNEL @ 16" O.C. SIRUCNRAL SHEATHING (STRUCTURAL & WATER REPELLENT) �J ��''r .�rU-79 F ` C] r (� PRE-ENGINEERED WO. ROOF TRUSSES @ 24" O.C. HORIZONTAL SIDING - JJ,�)�( BLOWN -IN INSULATION METAL FLASHING - 2x1D BLOCKING lx BAND BOARD STRUCTURAL SET G -SPECIFIC TO ELEVATIONS, SHT A1.0 COW. @ UNDERSIDE OF BLK'G, TYP. BRICK LADDER MAPLE STREET SPECIFICATIONS SECT - VNL 2 1 GABLE OVER BRICK w/ 12" EXT. RAKE SCALE: -- 3/a••I= l•-0•• DBL. 2x TOP RATE MAPLE STREET SPECIFICATIONS lx6 RAKE BOARD - / 2x4 BLOCKS @ 24" O.C. ON lx4's ALL OTHER SPECIFICATIONS lx8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON lx6's ls,¢" BARGE MOULD NOTE: ONLY GRAND ESTATES SIDE GABLES - w/ lx6 BACK-UP STRUCTURAL SHEATHING (STRUCTURAL It WATER REPELLENT) FIBER CEMENT BOARD SIDING METAL FLASHING Is BAND BOARD -SPECIFIC TO ELEVATIONS, SHEEE ALL BRICK LADDER V-0" 20 SECT - FCB GABLE SCALE: MAPLE STREET SPECIFICATIONS 1x6 RAKE BOARD - w/ lx4 BACK-UP ALL OTHER SPECIFICATIONS lx8 RAKE BOARD - w lx6 BACK-UP STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) FIBER CEMENT BOARD SIDING METAL FLASHING lx BAND BOARD - SPECIFIC TO ELEVATIONS, SHEET ALD BRICK LADDER 17 SECTION - FCB ALE: S-F UH S-V a LT/PON. WALL X a m MAPLE STREET SPECIFICATIONS SIDING 4" O DRAIN TILE 4 l W/R x4 BACK UP j - µ/ GRAVEL FILL S ♦ -PIPE TO DAYLIGHT a a ALL OTHER SPECIFICATIONS FLASHING -TYPICAL 0 F m m lx8 RAKE BOARD 31/" THICK CONCRETE o 0 - w/ lx6 BACK-UP 2x PRESSURE -TREATED SILL ♦ w ♦� SLAB o m STRUCTURAL SHEATHING PLATE ♦ \ - IXJ MIN. 4" GRAVEL BASE m p - STRAPPED TO FOUNDATION fi MIL POLY VAPOR (STRUCTURAL & WATER REPELLENT) PER MANUFACTURER'S ; 4 BARRIER T SLAB w HORIZONTAL SIDING RECOMMENDATION ♦ ° - APPLY CONTINUOUS POLY ♦♦♦ T/ FOOTING V METAL FLASHING SILL SEALER TO SILL E, TYP. yi lx BAND BOARD FINISH GRADE -VARIES 4 - SPECIFIC TO ELEVATION5,5W A1.0 - HOLD DOWN MIN. 8?$' RIGID INSULATION FROM TOP OF WALL - 24" DEPTH BRICK LADDER _ 09 - @ ALL AREAS WHERE GRADE FOUNDATION SUBWALL FOOTING WIDTH , S 1 S-V COVERS 30" OR LESS OF THE -THICKNESS VARIES SECTION VARIES P_ERPLAN RUN. WALL ABOVE T/SLAB 1//��SCSECTION - VINYL -REFER TO PLAN - ^� BEVELED RIGID INSULATION ALE: W SECTION ALL MAPLE STREET SPECIFICATIONS 23 BASEMENT WALKOUT w/ SIDING TO GRADE 1x6 RAKEBOARDy - w/ 2x4 BLOCKS @ 24" O.C. ON lx4's 1 ALL OTHER SPECIFICATIONS SCALE: --� 3/4" = V-0" lx8 RAKE BOARD DBL. 2x TOP RATE -- ♦ , ♦ - w/ 2x6 BLOCKS @ 24" O.C. ON lx6's 02 \ \ - m -- 1%" BARGE MOULD FLASHING S-B I 4" O DRAIN TILE T/ PON. WALL : a¢ m NOTE: ONLY FRONT TURNED GABLES \ E I and GRAND ESTATES SIDE GABLES ♦ I - w/ GRAVEL FILL o / BRICK WEEPHOLES ♦ ♦ - PIPE TO DAYLIGHT -REFER TO ELEVATION O @ 24" O.C. HORIZONTAL ro a ? F MAPLE STREET SPECIFICATIONS - w/ WEEP CARDS -TYPICAL p m e lx6 GABLE FRIEZE / 2x PRESSURE -TREATED SILL ; 3Yt"THICK CONCRETE o c o - w/ 2x3 BLOCKS @ 24" O.C. ALL OTHER SPECIFICATIONS STRAPPED TO FOUNDATION a PLATE OH a - ON MIN. 4" GRAVEL BASE o m p lx8 GABLE FRIEZE APPROVED FASTENER @ 3" 0.c., TYP. 2/16" O.S.B. ROOF ROOFTRUSSES r @ 24" O.C. BLOWN -IN INSULATION 2x10 BLOCKING STRUCTURAL SHTG COW. @ UNDERSIDE OF BLK'G, TYP. BRICK w/ 12" EXT. RAKE 3/4" = 1'-0" 7/16" O.S.B. ROOF SHEATHING 3% CANT. GABLE w/ STUDS @ 16" O.C. PRE-ENGINEERED WD. Orl��"�('J [ r� (� ROOFTRUSSES @ 24" O.C. rr (, BLOWN -IN INSULATION 2x10 BLOCKING STRUCTURAL SW'G ND CONT. @ UNDERSIDE OVER BRICK OF ELK G, 314"• V-0" 7/16" O.S.B. ROOF SHEATHING 3_ CAW. GABLE w/ STUDS �J @ 16" O.C. 4 O j PRE-ENGINEERED WD. ROOFTRUSSES J @ 24" O.C. r Qfl7-. l�. BLOWN -IN INSULATION 2x10 BLOCKING STRUCTURAL SW'G E OVER BRICK OO ELK@UNDERSIDE 3/4"• V-0" SOFETT ROOF GABLE w/ STUDS @ 16" O.C. tll w 2x3BLOCKS HIN O.C.aI rr PER MANUFACTURER'S 6 MIL POLY VAPOR / @ C. / J RECOMMENDATION - • 4 BARRIER STRUCTURAL SHEATHING - APPLY CONTINUOUS POLY T SLAB (STRUCTURAL 8 WATER REPELLENT) BLOWN IN INSULATION SILL SEALER TO SILL E, TYP. ♦♦♦ T/ FOOTING .. GABLE SNT'G TO OVERLAP WALL SHTG 2" MIN. -q BRICK VENEER DBL 2x4 TOP PLATE FINISH GRADE -VARIES - REFER TO NOTES ON SECTIONS - HOLD DOWN MIN. 8'.$" ° • m RIGID INSULATION 1 SECTION - BRICK GABLE w/ EXTENDED RAKE MOM TOP OF WALL - 24" DEPTH 09 - @ ALL AREAS WHERE GRADE SCALE: 3/4"= 1-7 FOOTING WIDTH' NB-0' COVERS 30" OR LESS OF THE APPROVED FASTENER @ 3" o.c., TYP n FOUNDATION SUBWALL VARES BeR PLAN PON. WALL ABOVE T/SLAB - THICKNESS VARIES MAPLE STREET SPECIFICATIONS 0 - REFER TO RAN lx6 RAKE BOARD 3R' BEVELED RIGID INSULATION m WALL SECTION - w/ lx4 BACK-UP SHEATHING ROOF Ce ALL OTHER SPECIFICATIONS 19 BASEMENT WALKOUT w/ BRICK TO GRADE lx8 RAKE BOARD w/ lx6 BACK-UP SCALE: T/ EON. WALL 3/4" = 1'-0" GABLE EXTENSION m� FOR BRICK CURBG GREATER - 2x3 BLOCKS @ 24" o.c. THAN 91/2"N. AND UP TO 2'-0"H. f ♦ O6 MAPLE STREET SPECIFICATIONS GABLE w/ STUDS .. IN AN 8"Nk. WALL: 6" o.c. w VERTICAL lx6 GABLE FRIEZE @ �a J H 3 LL iJJ Q @ 18" O.C. VERTICAL SPACING - r� � - ALL OTHER SPECIFICATIONS \ I l PRE-ENGINEERED WD. O J � _( Cl -MAINTAIN MINIMUM 2" COVER 1x8 GABLE FRIEZE C r r F U W c <LL 'I NOTE: �( ROOF TRUSSES O u m �, NO RE -BAR IS REQUIRED IN 10" STRUCTURAL SHEATHING J J @ 24" o.c. x � BRICK VENEER ~ (STRUCTURAL &WATER REPELLENT) r rq�, -w/METALWALL TIES "r FOUNDATION WALLS WA. -GABLE SNT'G TO OVERLAP WALL SHTG MIN. J 'lL. BLOWN -IN INSULATION 22" O.C. VERT. O COURSES) £ O CURB AND 6"w STEM WALL. r m BRICK VENEER 16" O.C. HORIZONTAL MAXIMUM DEPTH OF BRICK MR B - REFER TO NOTES ON SECTIONS BRICK WEEPHOLES 3 6' IN A 10" THICK WALL IS 48". t? � DBL 2x6 TOP PLATE @ 24" O.C. HORIZONTAL cum i m = = 14 SECT - BRICK GABLE/END WALL w/ DOUBLE RAKE - w/ WEEP CARDS ' m j o C (2) COATS SPRAY -APPLICATION Q� o o SCALE: 3/4" = 1' 0" BITUMINOUS DAMPPRODFING ' m w - APPLIED BE LOW GRADE 8"THICK CAST -IN -PLACE o0 - REFER TO FOUNDATION PLAN LONG FOUNDATION WALL FOR INFORMATION REGARDING WATERPROOFING Q NOTE: MAPLE STREET SPECIFICATIONS TOOLED ]DINT KEY -WAY EXTEND VERTICAL RE -BARS lx6 RAKE BOARD IN FOOTING 19 IS" BELOW UP BRICK CURB ALL OTHER SPECIFI CATIONS 7/16" HIND ROOF 8"x18" CONCRETE FOOTING 4" F DRAIN TILE lx8 RAKE BOARD SHEATHING (UNLESS NOTED OTHERWISE) w/ FILTER MEMBRANE 3" 0 DRAIN TILE - w/ GRAVEL FILL 2x4 CONTINUOUS -THRU FOOTING @ fi'-0" O.C. T/ SLAB F -RACE @BOTTOM OF FTG. STRUCTURAL SHEATHI OJ O ° T/ FOOTING (STRUCTURAL & WATE(� rJ �. J G@A86LEOw/ STUDS OVE(i�r�(�("g0 O o8$$gp__�.�((roPRE-ENGINEERED WD. 2 0 1W 8 4 BRICK VENEERJ rJ ROOFTRUSSES O )J (, @ 2a" O.C. WGRAVEL FILL - REFER TO NOTES ON BLOWN -IN INSULATION w A `"'A' I c T'^"' "T'"J BRICK CURBS UP TO 48" 1 SECTION - BRICK GABLE / END DBL. 2x4 TOP PLATE RELEASED FOR CONSTRUCTION 3/4'- 1' 0" SCALE: 3/4" = V-0" auojem ID compliance wine au regmauons of State and meal Codes City of Carmel DATE: 09/06/19 R @ 3" O.C., TYP. APPROVED Fw5/4NAILERS PCs PLAT MAPLE STRCIFICATIONS lx6 RAKE BO - / 2x4 BLO24" O.C. ON lx4'a 2' ALL OTHER ICATIONS lx`8 RAKE BO - / 2x6 BLO24" O.C. ON lx6's 3/8" SOFFIT 15/a" BARGE NOTE: ONLY TURNED GABLES and GRAND S SIDE GABLES - REFER TO EON lx GABLE FRN 2" WIDE 5/4 NAILERS - REFER TO SHEET ALL FOR SIZE STRUCTURAL SHEATHING — (STRUCTURAL & WATER REPELLENT) - GABLE SW'G TO OVERLAP WALL SHTG 2" MINN CULTURED STONE VENEER - REFER TO NOTES ON SECTIONS _ 12 SECTION - STONE G SCALE: MAPLE STREET SPECIFICATIONS lx6 RAKE BOARD - w/ lx4 BACK-UP ALL OTHER SPECIFICATIONS lx8 RAKE BOARD - w/ lx6 BACK-UP APPROVED FASTENER 3" o.c. TYP. GABLE EXTENSION - ON 2" WIDE 5/4 NAILERS STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE 5 W'G TO OVERLAP WALL 5HT'G 2" MINIMUM. CULTURED STONE VENEER OTES ON SECTIONS NSECTION 1REFER - 1 STONE 1 SCALE: MAPLE STREET SPECIFICATIONS lx6 RAKE BOARD a 0" - w/ 2x4 BLOCKS @ 24" O.C. ON lx4's ALL OTHER SPECIFICATIONS lx8 RAKE BOARD w/ 2x6 BLOCKS @ 24" O.C. ON lx6's l e" BARGE MOULD NOTE: ONLY GRAND ESTATES SIDE GABLES APPROVED FASTENER 1'-0' 7/16" O.S.B. ROOF @3"0. c., TYP. SHEATHING 7/16" O.S.B. ROOF 1x8 RAKE BOARD SHEATHING GABLE EXTENSION - 2x6 BLOCKS @ 24" o.c. ON lx6's 3/8' SOFFIT 15-e' BARGE MOULD GABLE w/ STUDS @ 16" o.c. xSJ GABLE w/ STUDS '1r(@16"o.a r 1x0 GABLE FRIEZE -ON lx6 BACK-UP LS aQ 'l r('� 7� PRE-ENGINEERED WD. C �� �( O C (� ROOF TRUSSES PRE-ENGINEERED WD. STRUCTURAL SHEATHING ( J @ 24" o.c. r (- ROOF TRUSSES (STRUCTURAL &WATER REPELLENT) Qr`)i- 0 0 '1—lVX BLOWN -IN INSULATION 24' o.c. - GABLE SHTG TO OVERLAP WALL SHTG J 2" MINIMUM. _ _ DBL. 2x4 TOP PLATE BLOWN -IN INSULATION HORIZONTAL SIDING GRAND ESTATES - NO ]-CHANNEL @ GABLE FRIEZE BOARD DBL. 2x4 TOP PLATE - REFER TO NOTES ON SECTIONS SPECIFICATIONS w/ EXTENDED RAKE 06 SECT - VINYL GABLE/END WALL w/ 12" EXT. RAKE '-0" 3/4' - 1 SCAIE: 3/4" - V-0" APPROVED FASTENER- - 1'-0" 7/16" O.S.B. ROOF 3" O.C., TYP. SHEATHING 7/16" O.S.B. ROOF lx8 RAKE BOARD SHEATHING GABLE EXTENSION - 2x6 BLOCKS @ 24" 0.c. ON lx6 a 3/8" SOFFIT GABLE STUBS GABLE w/ STUBS @ 16" o.c. 1x8 GABLE FRIEZE - ON lx6 BACK-UP n rC�J�rJ .c @ 6" o. c. ( L `�`ROOF PRE-ENGINEERED WD. TRUSSES PRE-ENGINEERED WD. STRUCTURAL SHEATHING WATER REPELLENT) SO« `J @ 24" O.C. 2-7 ROOF TRUSSES (STRUCTURAL & J (. @ 24" o.c. - GABLE SET G TO OVERLAP WALL SHTG J � BLOWN -IN INSULATION 2" MINIMUM. DBL, 2x4 TOP PLATE BLOWN -IN INSULATION HORIZONTAL SIDING DESIGNER and - NO )-CHANNEL @GABLE FRIEZE BOARD DBL. 2x4 TOP PLATE ON SECTIONS "=°"SECT MASTEECE SPECIF / END WALL - VINYL O GABLE/END WALLOTES W/112" EXTIcATIONS RAKE v� SALE: 3/4" = -0" t' APPROVED FASTENER @ 3" O.C., TYP. 7/16" O.S.B. ROOF SHTG lx6 RAKE BOARD L'"0. 7/16" O.S.B. ROOF 3/8" SOFFIT - w/ 2x4 BLOCKS @ 2a" O.C. ON 1xa's SHEATHING lx6 GABLE FRIEZE GABLE w/ STUDS - w/ lx4 BACK-UP ALLOTHERSPECIFICATIONS '� @ 16" o.c. (L OffC r PPE -ENGINEERED WD. lx18 GABLE FRIEZE ROOF TRUSSES - / lx6 BACK-UP J 7r (, p [p., @ 24" o.c. STRUCTURAL SHEATHING J .�--`� BLOWN -IN INSULATION (STRUCTURAL & WATER REPELLENT) - GABLE SETS TO OVERLAP WALL SET G Z" MIN. DBL. 2x4 TOP PLATE FIBER CEMENT BOARD SIDING SECT - FCB GABLE/END WALL w/ 1 O 12" EXT. RAKE SCALE: 3/4" = V-0" MET —APPROVED FASTENER lx6 RAKE BOARD PER PLAN 3" O.c., TYP. 0 3 - w/ 2x4 BLOCKS @ 24' O.C. ON lx4 s @ 3/8"@ SOFFIT ALL OTHER SPECIFICATIONS 1x8 RAKE BOARD - w/ 2x6 BLOCKS @ 24" O.C. ON lx6'a - 7/16" O.S.B. ROOF BARGE MOULD � _- :. SHEATHING NO NOTE: ONLY FRONT TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION MAPLE STREET SPECIFICATIONS lx6 GABLE FRIEZE J �.'4 - / lx4 BACK-UP fi T [u , C .� r GABLE w/ STUDS ALL OTHER SPECIFICATIONS @ 16' O.C. lx8 GABLE FRIEZE r (_ PRE-ENGINEERED WD. w lx6 BACK-UP - / _ ROOF TRUSSES S AL SHEATHING _ @ 0 c (STRUCTURAL 8 WATER REPELLENT) (STRUCTURAL O24"W BLOWN -IN INSULATION - GABLE SW'G TO OVERLAP WALL SHTG Z" MIN - FIBER CEMENT BOARD SIDING DBL. 2x4 TOP PLATE 0 SECTION - FCB GABLE w/ EXTENDED RAKE SCALE: 314"= 1'-0" APPROVED FASTENER @ 3" O.C., TYP. MAPLE STREET SPECIFICATIONS lx6 RAKE BOARD - w/ 2x4 BACK-UP 7/16" D.S.B. ROOF SHEATHING ALL OTHER SPECIFICATIONS lx8 RAKE BOARD 1 - / 2x6 BACK-UP w/ lx4 BACK-UP - w lx6 BACK-UP STRUCTURAL SHEATHING (STRUCTURAL & WATER REPELLENT) - GABLE S W'G TO OVERLAP WALL SHTG 2" MINIMUM. FIBER CEMENT BOARD SIDING 0 SECTION - FCB 8SCALE MAPLE STREET SPECIFICATIONS lx6 RAKE BOARD - w/ lx4 BACK-UP ALL OTHER SPECIFICATIONS lx8 RAKE BOARD w/ lx6 BACK-UP (STRUCTURAL & WATER REPELLENT) -GABLE SHTG TO OVERLAP WALL SHTG 2" MINIMUM. FIBER CEMENT BOARD SIDING 07 SECTION - FCB CALE: ' )' J GABLE w STUDS r 1 ° @ 6 oc ro L PRE-ENGINEERED WD. ROOF TRUSSES @ 24" o.c. BLOWN -IN INSULATION DBL 2x4 TOP PLATE WALL w/ DBL RAKE 3/4• = 11-0• 7/16" O.S.B. ROOF SHEATHING GABLE w/ STUDS @ 16" O.C. (, PPE ENGINEERED WD. ATION —BLOWN-IL DBL. 2x4 TOP PLATE GABLE / END WALL 3/4" = V 0" APPROVED FASTENER @ 3" O.C., TYP. 3/8" SOFFIT J' CHANNEL STRUCTURAL SHEATHING r� GABLE w/ STUDS =(Q .J @ 16" o.c. r� PRE-ENGINEERED WD. USSES `) r�Jr ro C ROOF o c. (STRUCTURAL & WATER REPELLENT) BLOWN -IN INSULATION - GABLE SET G TO OVERLAP WALL SHTG 2" MIN. DBL 2x4 TOP PLATE HORIZONTAL SIDING -NO]-CHANNEL@ GABLE FRIEZE BOARD �Kv� MAPLE STREET SPECIFICATIONS ad SECT - VINYL GABLE/END WALL w/ 12" EXT. RAKE SCALE: 3/4" = V-0" MAPLE STREET SPECIFICATIONS APPROVED FASTENER lx6 RAKE BOARD @ 3" O.C., TYP. / 2x4 BLOCKS @ 24" O.C. ON lx4's PER PLAN 3/8" SOFFIT ALL OTHER SPECIFICATIONS lx8 RAKE BOARD - w/ 2x6 BLOCKS @ 24 O.C. ON lx6's 15/s" BARGE MOULD LL 7/16" O.S.B. ROOF SHTG NOTE: ONLY FRONT TURNED GABLES and GRAND ESTATES SIDE GABLES - REFER TO ELEVATION w/ lx4 BACK-UP - w lx6 BACK-UP STRUCTURAL SHEATHING - GAME 8 WATER REPELLENT) - GABLE TAL TO OVERLAP WALL SHTG 2" MIS HORIZONTAL SIDING - NO ]-CHANNEL @GABLE FRIEZE BOARD 03 SECTION - VINYL CALF APPROVED FASTENER @ 3" O.C., TYP. MAPLE STREET SPECIFICATIONS lx6 RAKE BOARD - w/ 2x4 BACK-UP ALL OTHER SPECIFICATIONS / lx8 RAKE BOARD w/ 2x6 BACK-UP w/ lx4 BACK-UP - w lx6 BACK-UP STRUCTURAL SHEATHING R (STRUCTURAL & WATER REPELLENT) - GABLE 5 W'G TO OVERLAP WALL 5HT'G 2" MIN. HORIZONTAL SIDING - - NO 3-CHANNEL @ GABLE FRIEZE BOARD - REFER TO NOTES ON SECTIONS 02 SECTION - VINYL SCALE: MAPLE STREET SPECIFICATIONS lx6 RAKE BOARD — / lx4 BACK-UP ALL OTHER SPECIFICATIONS / 1x WRAKE BOARD /lx6 BACK-UP STRUCTURAL SHEATHING (STRUCTURAL 8 WATER REPELLENT) -GABLE SHTG TO OVERLAP WALL SHTG 2" MINIMUM. 11". wfkiL llnikC: 0 1 SECTION - VINYL SID KALE: N GABLE w/ STUDS 016"O. c. PRE-ENGINEERED WD. ROOF TRUSSES 24" 0.c. BLOWN -IN INSULATION DBL. 2x4 TOP PLATE w/ EXTENDED RAKE 3/4• = 11-0• ROOF 7 / - GABLE w/ STUDS 16" PRE-ENGINEERED WD. ROOF TRUSSES j \I @ 4" 0.c. `IN INSULATION DBL. 2Y DBL 2xa TOP PLATE D WALL w/ DBL RAKE 3/4, = 10• 7/16" O.S.B. ROOF O SHEATHING S�yr,S`AO'l� 7 r J rror� J ` GABLE w/ STUDS @16"O.C. PRE-ENGINEERED WD. ROOFTRUSSES O D- @ 24' D.C. Q _BLOWN -IN INSULATION Z DBL 2x4 TOP PLATE Z GABLE / END WALL 3/4" = 1' 0" w E a v w o ne t m t m 2 @l H O a o w 0 `v ri @i N o 0 0 0 p H a m _ O m O mv 2 � y y E 8 w w~ A 3 £^ Ia/1 9 ae o _ a n - VI _ }O} =w ED N NCO N mN N O Z LD urc� F NED O¢ED Q¢w¢ 0'0^� .�OQ �OKO Uua N Z � K W W Q CQ Z ii 0 Q O OK N W 0 O � V_ m LLJ ` / � 3 Q W � � IE I = O I Z K w O Q O Q og cH V W Z 3Q O Z O Q IE IE _ L � O O W 0 Z ED w m a LL w w CD O w m wZ 0 5 2 o v _ — S a Sheet No. SmC3 Job No. OBF010440000 BRICK - W/ APPROVED FASTENER @ 3"O.C., TYP. 24" WIDE POLY FLASHING - HOLD T/ POLY - 4" OFF T/ SUBFLOOR BAND BD. INSULATION -CONTINUOUS AIR SPACE, TYPICAL SILL SEALER, TYPICAL BRICK WEEPHOLES @ 24' o. c. HORIZONTAL - W/ WEEP CARDS FLASH & SEAL' FLASH'G - 18" WIDE - SEAL AROUND ALL PENETRATIONS, TYP. — v (2) COATS SPRAY -APPLICATION BITUMINOUS DAMPPROOFING - APPLIED TO CURB & BELOW GRADE - REFER TO FOUNDATION PLAN FOR INFORMATION REGARDING a5U 6%as WATERPROOFING 10. AGA GROUT FIRST TWO COURSES SOLID CURB 16 DETAIL - FOUNDATION BRICK SCALE: 1 1/2' 1' OF HORIZONTAL SIDING, TYPICAL 24" POLY FLASHING, TYPICAL 2x BAND BOARD STRUCTURAL SHEATHING - EXTEND SHEATHING TO 1/2" BELOW T/ FOUNDATION WALL 2x4 P.T. SILL PLATE NOTE: - HOLD POLY 1" BELOW T/FOUNDATION, TYP. 4'-0" LONG P.T. 2x4 NEXT TO SILL PLATE, CENTERED ABOVE HOPPER WINDOW -TOE NAIL INTO SILL PLATE 1x6 TRIM - RIP TO FIT HOPPER WINDOW 8"Lhk. C.I.P. CONCRETE FDN WALL - UNLESS NOTED OTHERWISE ON FOUNDATION PLAN SECTION - HOPPER WINDOW HEAD @ SIDING a 1 5CAIE'. 3/4" - 1' O" m P O \ CR HOLD T/ HAUNCH DOWN 31/2" N-0- 00 FROM T/ FDN. WALL cP O f a '•� ,• H O Y I 1 E• et 1 4 301 x 4'-01 M1. ALUMINUM 4 HAUNCH FORM 1 USE 2x TO HOLD HAUNCH @ 3'-0"d 1' #4 RE -BAR- MIN. 12" EMBEDMENT 1 - STUBBED OUT &LOOPED ` L - MIN. 2" COVER r 1 #4 RE -BAR -MIN. 2" COVER Y CAST -IN -PLACE CONCRETE FOUNDATION WALL �. M, REFER TO PLANS FOR HEIGHT WALL THICKNESS 1 F o OTE. 41 WHEN PLACING STOOP CUT THE ly LOOPED RE -BAR & SPREAD IN I eZ Q EITHER DIRECTION 50 THAT TIE I A$e q STEEL IS LOCATED ON BOTH SIDES I. • {u�gb - - Z OF THE HAUNCH IN THE STOOP O IN RELEASED FOR CONSTRUCTION 4'-0"d. STOOP NY� Subject to compliance with all regulations of State and meal Codes City of Camel ) ((�� �vmlUTlBnrJnD�L DATE: 09/06/19 EXTEND DEBAR 2" INTO FOUNDATION WALL - PROVIDE TIGHT / FRICTION FIT OR EPDXY 6"Lhk. CONCRETE SLAB ONGRADE #4 RE -BAR @ 18" o.c. - LONG DIRECTION - MIN. 2" COVER #4 RE -BAR @ 9" o.c. - SHORT DIRECTION - PLACED STEEL MAT - MIN. 3' COVER y+ 6 PEA GRAVEL BASE UNDISTURBED SOIL 9Y2" MAX. DEPTH BRICK CURB W/ NO RE-INFORCINO n. APPROXIMATE LINE / OFT-0" OVERDIG SECTION DETAIL - GARAGE SLAB 13 12'-011 WIDE OR LESS @ BRICK CURB SCALE'. 3/4" - 1'-0" EXTEND REBAR 2" INTO FOUNDATION WALL - PROVIDE TIGHT / FRICTION FIT OR EPDXY 6" CONCRETE SLAB ON GRADE #4 @ 12" o.c.� a - EA.. WAY, WAY, TYP. - MIN. 3" COVER �5'� R O®� II'_u l illll` IIIIII `=11 =ulv IIIIII--IIIIII=IIIIII=1 _ __ � IIIIII-IIIIII-;-IIIIII-I IIIIII .IIIIII; -llllllil:.�il ♦ � 1 1 i / 2x4 KEY IN GARAGE FOUNDATION WALL- - REFER TO SHEET D2.0 #4 RE -BAR @ IS" a . A - LONG DIRECTION - MIN. 2"COVER \� #4 RE -BAR @ 9" o.c. > - SHORT DIRECTION -PLACED @ BTM. OF STEEL MAT - MIN. 3" COVER PEA GRAVEL BASE'I UNDISTURBED SOIL APPROXIMATE LINE OF T-0" OVERDIG SECTION DETAIL - GARAGE SLAB 12'-0" WIDE OR LESS 11 SCALE Ill = 1' 2x4 KEY IN GARAGE FOUNDATION WALL - REFER TO SHEET D2.0 61M1k. CONCRETE SLAB ON GRADE #4 .RE-BAR WAY, @ 12" o.c� w - MIN. 3"COVER Illlll�lllllle 11111=11� "'I"=�111111=IIIIII= - IIIIII. IIIIIIIITIi IIIIII __ IIIIII-�II�III-1_I� IIIIII _ IIIIII _IIIIII-_ IIIIII �II�E�IE 10 SECTION DETAIL - GARAGE SLAB SCALE'. 3/4" -1-0 FOUNDATION WALL- 4 AWG WIRE CLAMPED TO RE -BAR SLOB FOR GROUNDING STUB UP 20'-0" LONG PIECE OF CONTINUOUS VIM. CONC. SLAB FOOTING RE -MR 3" W/ #4 RE -BAR @ 12' o.c. ABOVE T/ FOOTING - -EA. WAY, TYP. -MIN. 3"COVER 8"x8"BOX-OUT IN SLAB @ RE -MR STUB - PEA GRAVEL BASE J p 24" x 24" PIER - DEPTH TO BEARING SOIL Q 36" x 36" xIi C.I.P... FOOTING E 09 DETAIL - GARAGE SLAB PIER SCALE: SI U5 TO BE MIN. 12"IM1k @ PIER GARAGE PIER NOTES: IF PIER DEPTH TO BEARING SOIL IS LESS THAN 2'-0"tl., THE PIER WILL BE POURED BY THE FIATWORK SUBCONTRACTOR IF PIER DEPTH TO BEARING SOIL IS 2'-0"E. OR GREATER, THE PIER WILL BE POURED BY THE FOUNDATION SUBCONTRACTOR 3/4" - 1'-0" m III 1111111 IIIIII / �— APPROX. FINE OF OVERDIG 0 DETAIL- GARAGE FDN WALL @ BASEMENT OVERDIG DETAIL 3/4" = 10" Y2 EXPANSION JOINT #4 RE BAR DRIVEWAY CONCRETE SLAB lY3" 12- REFER TO DIP O FOR SPACING -THICKE THK. 1"SLOPE f - THICKENED TO S YI" @ s _a LLa a 0mission Lim mf=s jam! • .a to pLJA�p _ OP _b ILL TlD0 °`p V g ° II. III —III III —III D w III—II—III=III=I IiI IH#I I'" Q rc a --11 CII1= wCA -1111�1—= W (2) EARS #4 RE -BAR TO eE — - LLI GARAGE SLAB NOTES: PLACED IN DRIVEWAY 6" IN 1. 6" CONCRETE SLAB FROM OUTSIDE EDGE 2, 8" PEA GRAVEL BASE -MIN. 2" COVER 3. ALL STEEL TO BE COVERED W/AMIN. OF 3- OF CONCRETE 4,1 y"x5i4"(2x6) LEDGE FOR DRIVEWAY SLAB SUPPORT 5. WEATHER LIP AT GARAGE DOOR 4 - 1" ADDITIONAL FALL IN LAST 12" OF RUN S'OR' CONCRETE FOOTING 4 m 0 07 SECTION DETAIL - FOUNDATION @ GARAGE DOOR SCALE: 1"= 1'-0" 4CINGIE�COVER 2) &1R$ #4 RE MR TO 8E PLACED IN #4 REBARDRIVEWAY 6" IN FROM OUTSIDE EDGE -REFER TOPACING-MIN.2"COVER POURED CONCRETE FOUNDATION WALL 8" GONG F3' 12BEYONDI°SLOPE) 3" x 5 A' NOTCH IN TURNh"EXPANS( DOWN FOR DRIVEWAY SDRIVEWAY SUPPORTMIN. 4" TLL-1L _1ONxETE TURNED DOWNTHICKENE'CONCRETE $LABGARAGE D— I-m°Imo-, ITT II (3) #4 RE-BAR's CONTINUOUS- (3) #4 RE-BAR's CONTINUOUS -TO PROVIDE F[N6X GMDE XU k. CONIC. GARAGE SLAB (3) 2X8's TO FORM WALL 1 3. 3' 3' 3' & 3" LEDGE GARAGE FOUNDATION BEYOND V.D. SECTION ELEVATION 06 SECTION DETAIL - GARAGE DOOR GRADE BEAM SLATE 3/4" = 1' O" ME -BAR UP IN CORNER ON THE UTILITY SIDE OF HOME 05 ELEVATION - FDN STEEL GROUNDING SCALE: 3/4" - 1' D" 3:'2" THICK CONCRETE SLAB BEARING FRAME WALL P.T. SOLE R QR Po 0 VAPOR BARRIER 8" FOOFOO TED NOTE'. 4" MIN. GRAVEL BASE 0 ^ DTL - FOOTER @ BSMT BEARING WALL 4WALE: 3/4" - V-0" 3" SCH 40 PVC -THRU ROOF 3Y2" THICK CONCRETE SLAB - 6 MIL POLY VAPOR BARRIER MINIMUM 4" GRAVEL/ BASE PVC "T" IN GRAVEL BASE -NOTE: RUN PARALLEL TO FOOTING 0 SECTION DETAIL - RADON REDUCTION SCALE: 3/4• = 1'-0' 3" SCH 40 PVC PIPE -THRU ROOF - HOLD TIGHT TO FOUNDATION WALL 3Y" THICK 4 0 DRAIN TILE CONCRETE SLAB - THIRD FOOTING @ 6'O.C. 6 MR POLY VAPOR PLACE - PLACE BTM./ FT'G. BARRIER -TYPICALL O g �� Q) wissis m m MINIMUM 4 GRAVEL BASE PVC "T"IN GRAVEL BASE LF - NOTE: RUN PARALLEL 4" 0 DRAIN TILE TO FOOTING - TYPICAL 02 SECTION DETAIL - RADON REDUCTION SCALE: 3/4, - 1•-0, IX2 RIPPED @ 300 TO FORM CONTROL JOINT RIP JX2 AS DETAILED FOR NOTCH FORMING (4) RE BARS TIE WIRE / 2" MIN. COVER oa - OPLAN DTL - VERTICAL CONTROL JOINT 1 SCALE: 3/4' = 1'-R «) Z K � W W Q aQ Z ii m Q O OK N H r 1 W > O < V_ OJ L`L/J Y n/ 3 Q uJ I w = Z 0 1 U _ O I Z oC 0 a O Q cH V CO W Z gQ v Z Q = FILL _ L 300 O Zm w d L - UJI IT D } CD LLJ 0 W m UJI Z 0g o v — S a Sheet No. D2, 1 Job No. 011110440000 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Catm�e�l �VT�Jt�D*J41WML DATE: \ 09/06/19 SLOPE 2x6 AND 2x4 BLOCKING FOR BRICK CURB - BRICK SHOWN DASHED 8" THICK CAST -IN -PLACE CONCRETE FOUNDATION WALL - UNLESS NOTED OTHERWISE ON FOUNDATION PLAN SECTION DETAIL - 10 BRICK CURB @ FRONT PORCH FDN WALL SCALE: 1 1/2 - 1'.0 STRUCTURAL SHEATHING - HOLD BTM OF SHEATHING 1" BELOW T/ SUBFLOOR AIR SPACE, TYPICAL MYLAR - LOCATED ON BACKSIDE OF STRUCTURAL SHEATHING BRICK WEEPHOLES as 24" o.c. HORIZONTAL - W/ WEEP CARDS Ali p 0 Q __ __ 7•�1��1�1�1�1�1�1 o v a 4J 3RJ 0 ; e 24" WIDE 6 MIL POLY FLASHING - EXTEND 2" OVER FOUNDATION WALL rc o SILL SEALER, TYPICAL SECTION DETAIL -4'-0 ANCHOR BOLT, P.@PORCH FIEN o.<. MAX. 09 FDN WALL w/ BRICK VENEER @ FRONT PORCH SCALE: 3" = 1'-0" "R POLY H OLD OFF T/FDN'WALL BLACK RELY ( 6 MIL) - BEHIND SHEATHING SIDING STARTER STRIP DRIP 14 (TAPE & CAULK) 4" WIDE 6 MIL RELY FLASHING EXTEND 2" OVER FOUNDATION WALL PRESSURE TREATED 2x6 SILL PLATE FI (@ PORCH ONLY Q v ESv 2 6 U s - 2y" o Q 0 Q SILL SEALER, TYPICAL z o 2'' 5h• 2X4 LET -IN SECTION DETAIL -4'-0 ANCHOR BOLT, P.@PORCH - FEE O.c. MAX. 0 Q FDN WALL w/ SIDING or STONE @ FRONT PORCH CJ SCALE: ]' _ 1U, 2X12 FLOOR SYSTEM Wthk. CONCRETE PATIO- - W/ y2" x 6" FIBER EXPANSION JOINT MATE @ FDN. WALL #4 RE -BAR @ 24" O.C. - SET BARS BELOW SLAB - EXTEND RE -BAR 2" INTO FOUNDATION WALL - PROVIDE TIGHT/FRICTION FIT OR EPDXY v E EXPOSED SIDES OF SIDES OF PATIO UNDISTURBED SOIL APPROXIMATE LINE OF 3'-0" OVERBIDS SECTION - PATIO @6 FULL GRADE - 2x12 FL OR SYSTEM 07 StA_E.. 3/4 1'-0" 2X10 FLOOR SYSTEM 4'4hk. CONCRETE PATIO- - w/ y22" x 4" FIBER EXPANSION JOINT MAT'L @ FDN. WALL #4 RE -BAR @ 24" O.C. - SET BARS BELOW SLAB - EXTEND RE -BAR 2" INTO FOUNDATION WALL - PROVIDE TIGHT/FRICTION FIT OR EPDXY a m _ T FINISH GRADE Y FACE ALL EXP05ED SIDES OF PATIO UNDISTURBED SOIL ° APPROXIMATE LINE OF 3'-0" OVERDIG SECTION _ 2x10 FFLZ)((pp��OR S SFULL RTEME 0 6 SCALE: k=* r 4I4 DO NOT SET NAILING BLOCK INTO CONCRETE DOOR HEADER - PROVIDE RECESSED NAILING BLOCKS ONLY AT SIDES OF OPENING (2) #4 RE -BARS - W/ 2" MINIMUM COVER (2) #4 RE -BARS - / 2" MINIMUM COVER - EXTEND MIN 12" BEYOND OPENING 3/4" = V-Y' NOTE: BASEMENT WALL INSULATION NOT SHOWN -TYPE VARIES PER PLAN RIGID INSULATION - SEE NOTES ON FDN. PLAN - REFER TO ON SHEET FOR FOR SPECIFIC INFO R-VALUE - 24" DEPTH - @ ALL AREAS WHERE GRADE FOUNDATION WALL THICKNESS COVERS 30"OR LESS OF THE VARIES FDN. WALL ABOVE THE T/ SLAB - REFER TO PLAN 2•-p^ EFTH OF INSUL. T SUB T1 SLAB T y @DOORHEauP @ DOOR Ok °.a II t in 0 y 0 wp o£ GRAVEL FILL - -4"MINIMUM e 3 B thk. CONCRETE SLAB 6-MIL VAPOR BARRIER FROST FOOTING FOOTING WIDTH - REFER TO ON FOR MIN. VARIES MR PLAN FROST FOOTING DEPTH 03 SECTION - FROST FOOTING @ DOOR SCALE: 3/4" - 1o" Ii NOTE: BASEMENT WALL INSULATION NOT SHOWN -TYPE VARIES PER PLAN RIGID INSULATION - SEE NOTES ON FDN. PLAN - REFER TO GN SHEET FOR FOR SPECIFIC INFO R-VA W E DE H - @ALL AREAS WHERE GRADE FOUNDATION WALL THICKNESS COVERS ]0" OR LESS OF THE VARIES IL FDN. WALL ABWETHE T/SLAB - REFER TO PLAN p-p+ DEPTH OF INSUL r SLAB 1 u? ae °z F ° 'z p 1"BEVELED 0 F INSULATION a w £ GRAVEL FILL -4"MINIMUM rc £ 3 SzB CONCRETE SLAB 6-MIL VAPOR BARRIER FROST FOOTINGS - REFER TO GN FOR MIN. FROST FOOTING DEPTH PoOTINGWIDTH �' VARIES PER PLAN 02 SECTION - SCALE: FROST FOOTING 2x6 SECTION - CONCRETE HEADER @ PATIO DOOR 0 5 SCALE: 3/4' = 1'-0' 44F DO NOT SET NAILING BLOCK INTO CONCRETE DOOR HEADER - PROVIDE RECESSED NAILING BLOCKS ONLY AT SIDES OF OPENING (2) #4 RE -BARS / 2" MINIMUM COVER (2) #4 RE -BARS - W/ 2' MINIMUM COVER - EXTEND MIN 12" BEYOND OPENING 0 SECTION - CONCRETE HEADER @ SGD 4 SCALE 3/4' = 1' OF 3/4" = V-0" SECTION - WEATHERLIP 0 @ GARAGE SERVICE DOOR O p P O ? n ~ 0 P t m t U 2 B H O n In E E f u m @ N o 0 0 0 p a GO Y 0$ O m O O m U E u Go a ° 3 =>m 9 9 E - LB cE QD_n i Q }O} w O um mNCO BE DO QC00 �ON Z N I—..N usm GO NF]F FU Q W Lip OV 0OQ �OOeO u¢ � Z ♦ oL W LLJ V Q Z Q O OK N a = W 0 O V m LLJ H Q W w PIN I L Z I O 1 U _ O I Z oC O Q O z og c+ V � w Z 3Q O Z O Q = 3 _ L 3 0 O LIB z BD w m a Ln LL Do w tm; DE) O w m Lotz 0 5 f o v 2 a Sheet No. D2,2� Job No. OY010440000 0 0 p m w 10"thk. FOUNDATION WALL FOUNDATION WALL: • MAXIMUM UNBALANCED FILL HEIGHT WITHOUT PERMANENT LATERAL SUPPORT IS 4'-0"h MAX. • FOUNDATION WALL HEIGHT: FULL HEIGHT (9'-0"h) OR LESS THAN OR EQUAL TO 5'-0"h - SEE DTLS. 02, 04, 051D2.3 BRICK CURBING: • BRICK CURBING REQUIRES NO VERTICAL REINFORCEMENT. • MAX. BRICK CURB DEPTH IS 48"d FROM T/ FDN. WALL - SEE DTLS. 04, 051D2.3 12 L 46%'d B.C. DROPPED FOR WALL 0 BRICK CURB STANDARDS - 10" FDN. 5 ,LA__ I AFNO REBAR P£QUIREO —BEHIND gk"B.C. m #4 REBAR@l8"o.c. 6'-0" L DROWED FOR WALL 1< O T [A� BRICK CURB STANDARDS - 8" FDN. ,LA_- 1/4' - r-o• r FRAME WALL 8" OR 10" THICK FOUNDATION WALL I WALL w/ STUD WALL FOUNDATION WALL STEP STANDARDS 02 ,CA__ 1/4.-1-0 () I VENEER TO GRADE RELEASED FOR CONSTRUCTION 1/41 `-D" auojecno compliance wine an regmal of State and Local Codes City Df Camel �VT�'�D*141WML_ DATE: \ 09/06/19 = p �E a v w ^ o m w =@ p d@ av E N o `v W H a a Y O m m 6 3 x � u E Do w F m 3 x^ y v z m S Dom t i _n }p} =w 0 U can a'a Kpw -0W z F N lie= m�u Q_ L, v"w v" Lamp �OQ 2: Bu¢ �z �J w oQ z ii m Q O OK N a = W 0 O � V_ K D] LLJ / 3 Q W � � w I � I L z I O 1 U O Z oz O oz Q C) z z c+ V w z 3Q O Z 3 L 3 0 0 C w z m w m a LLCD w w � O w m wZ 05 o v 2 a Sheet No. D2,3� Job No. OY010440000 NOTE: SEAL ALL JOINTS PRIOR TO INSULATING BLOWN IN INSULATION c� 9-' �r� C PRE-ENGINEERED ROOF T TRUSS @ 24" 0.C. JDc STRUCTURAL SHEATHING ON UNDERSIDE OF TRUS R-13 UNFACED GATT INSULATION Y2" TILE BACKER / £ BOARD VARIES BE o KEEP SUPPLY LINE SEE PUNS n AS LOW AS POSSIBLE SECT - LUXURY SHOWER F2 it DROP CEILING w/ RAIN HEAD �F SCALE: 3/4 - 1-0 0 h n ac 0 0 Q LU NUMBER NOTE: ALL FRAMING MEMBERS TO BE NAILED TOGETHER 2x4 KING STUDS ON EITHER SIDE OF JACK STUDS BEAM ABOVE TO REST ON FULL DEPTH OF JACK STUD - REFER TO PLANS FOR SIZE NOTE: DRYWALL / SHEATHING NOT SHOWN DETAIL - 2x6 JACK_ STUDS lkiRELEASED FOR CONSTRUCTION 1E WALL Subject to compliance with all regulations of State and Local Codes City yof Catm�ed �VT�V'�D*VAWML DATE: \ 09/06/19 VARIES BY 2" REFER / TO PLAN W/ DRYWALL FINISH BASE PROVIDE o" BLOCKS IFN HARDWOOD FLOORING IS L. SELECTED 22 SECT - DINING COUNTER aa SCALE: 3/4"= 1'-0, 1x 10 BOB TOP or COUNTERTOP REFER TO SELECTIONS W/ DRYWALL FINISH BASE PROVIDE BLOCKS IT N HARDWOOD FLOORING I6 L. SELECTED 21 SECT - SERVING COUNTER SCALE: 3/4'= 1'-0" VARIES 3h" p REFER TO PLAN COVE! - BOTH 2xµ F WALL ^ - W/ DRYWALL FINISH _ BASE PROVIDE BLOCKS IF HARDWOOD FLOORING Is SELECTED 20 SECT - DINING COUNTER SCALE: 3/4'= 1'-0" r,' Ix8 MDF TOP - or COUNTERTOP - REFER TO SELECTIONS COVE MOULD - BOTH SIDES N 2x4 FRAME WALL ---"'-'I - W/ DRYWALL FINISH _ BASE TRIM TOP OF STAIR NOSING STRINGER TO 1/4" ABOVE SUBFLCOR — TRIM O.S.B. FLUSH w/ FLOOR JOISTS SECTION DETAIL - STAIR FRAMING 18 SCALE 314"_I'-0" PLAN DETAIL - FLOOR 17 SHEATHING START POINT SCALE: 1/4" = 1'-O" FLOOR JOISTS @ 19.2" P.C. 2x21ADDER @ 24' o.c — RETURN AIR DUCT SUPPLY AIR DUCT DUCT LOCATION VARIES - REFER TO PLAN LID / N 2x4 DER @ 24" o.c. p� z F £ DETAIL - 16 BASEMENT DUCT DROP SCALE: 1" - 10 HOLD DUCT t/2" BELOW FLOORJOISTS­F 2xlO or axle JOIST W-0• 2..0. s 2..0. MAX. d/2" 0 HOLE (a) FOR DRAN PIPES DRILLING HOLE - MIN. 2' FROM TOP OR BOTTOM OF JOIST ATTACH A 4'-0" LONG 2x10 or 2x12 GUSSET TO ONE FACE OF J014 - FASTEN w/ CONSTRUCTION ADHESIVE & (3) ROWS OF 10tl NAILS @ 6" o.c, STAGGERED 14 DTL - DRAIN PIPE CUTOUT SCALE: Si Id-O" FRuntn's L n AC RII'NWNL SNDS WILL ACCORDING rov K2DR FRA WALL FPwM2nD DTL - STERLING 'ENSEMBLE' 60x30 SHOWER FRAMING 13 SCALE 112 1 D" iRFER NOTE! AOOrcronkL WALL SNOS WILLVARY ACCORDING TO EXTERIOR WALL FRAMING F 0 iY _� I i��'Iiiiw Ni DTL - STERLING 'ENSEMBLE' 60x34 SHOWER FRAMING 1 2 SCALE: 1/2 - 10 J!N FRAMER'S rvoTE! Frea 2ALWALLSTUDSWILLVARY f ACCORDING TO EXTERIOR WALL FRAMING O HEAT DUCT Y=1 i�c ! L/ VARIES 5/8"TYPE-x DRYWALL -RED FERTOPIAN i PROVIDE o'BLOCKS IF ALL SIDES HARDWOOD FLOORING is DETAIL - SELE QED • 1 9 SECT - SERVING COUNTER 1 C SCALE GARAGE DUCT DROP J_io V�V—V�V iQ� Iie �Q DTL - STERLING 'ENSEMBLE' BATH/SHOWER FRAMING 11 SCALE. D NOTE: V2" TILE BACKER BOARD TO BE INSTALLED BY DRYWALL SUBCONTRACTOR ON SHOWER SEAT& WALL GLASS ENCLOSURE CERAMIC TILE WATERPROOF VARIES Li- TILE BACKER MEMBRANE S IN BOARD "TILE BACKER r2x4 PLATFORM BOARD / FRAMING - NO OSB ON SEAT OR WALL FRAMING 2x4 FRAMING a m�xx i @ 12" D.C. `oo Ax -SLOPE FRAMING ii xxxx V4° MIN. "' @ @ g 2x4 SEAT FRAMING @ 12" O.C. SHOWER PAN SECTION - 10 SHOWER SEAT / PLATFORM TUB SCALE: 3/4" t'-0" OTE: %" TILE BACKER BOARD TO BE INSTALLED BY DRYWALL SUBCONTRACTOR ON SHOWER SEAT & WALL GLASS ENCLOSURE VARIES CERAMIC TILE WATERPROOF MEMBRANE See PUN LINE OF TUB - z" TILE BACKER BOARD - NO OSB ON SEAT OR WALL FRAMING _ 2x4 FRAMING -� @ 12" o.c. - SLOPE FRAMING m c Y4"MIN. _tea O o r x z a 2x4 FRAME WALLS c u in v n 2x4 SEAT FRAMING @ 12'o.c. SHOWER PAN — SECTION SHOWER SEAT / TUB 7 SCALE: 3/4"= 1'-0" NOTE I'F%" TILE BACKER BOARD TO BE INSTALLED BY DRYWALL SUBCONTRACTOR ON TOP & SIDES OF HALF WALL GA ENCLOSURE WATERPROOF MEMBRANE � LINE OF TUB CERAMIC TILE V2" TILE BACKER BOARD - NO OSB ON SEAT OR WALL FRAMING FRAME WALL @ 12" A L - WIDTH VARIES, REFER TO PAV SHOWERPAN - SECTION - OQ SHOWER HALF WALL / TUB C8 SCALE: 314" = 1'-0" OTE BY DRYWALL t" TILE BACKER BOARD TO BE INSTALLED SUBCONTRACTOR ON SHOWER SEAT Is WALL CERAMIC TILE VARIES WATERPROOF SEE PLAN MEMBRANE 12" TILE BACKER BOARD - 1 OSB ON SEAT OR WALL FRAMING 2x4 FRAMING r a be 12" D.C. w N -SLOPE FRAMING LL y" MIN. CS ° a 2x4 FRAME WALL @ W 2x4 SEAT FRAMING Be 12" o.c. i SHOWER PAN 07 SECT - SHOWER SEAT SCALE 314" - 1'-0" .I+NOTE'. Y2" TILE BACKER BOARD TO BE INSTALLED BY DRYWALL SUBCONTRACTOR ON TOP & SIDES OF HALF WALL GLASS ENCLOSURE WATERPROOF MEMBRANE CERAMIC TILE 2/2" TILE BACKER BOARD - NO OSB ON SEAT OR WALL FRAMING 2x4 FRAME WALL --- @ 12" D.C. SHOWER PAN - - NOTE ' 30Y2"d. SHOWER W/ 3Y22"w. x 4Y2"h. CURB @ FRONT W/ CERAMIC TILE FLOOR SLOPED TO DRAIN w NOTE: PROVIDE 2x10 BLOCKING ABOVE SHOWER MUD PAN FOR BACKER BOARD GLASS ENCLOSURE Y2" TILE BACKER BOARD WATERPROOF MEMBRANE CERAMIC TILE - CERAMIC TILE FLOOR SECTION. 05 TILED SHOWER FLOOR SCALE: 3/4" 1'-)" STRUCTURAL SHEATHING 2x BLOCKING BETWEEN STUD - T/BURG TO ALIGN WITH T/ T PLATE AT ADJACENT WALLS. OVERLAP STRUCTURAL SHEATHING 2" TYPICAL I APPROVED STRUCTURAL BOTH SHEETS OF STRUCTURAL @3"D.c - m0 TTP. f - ANCHORS MUST PENETRATE O w BLOCKING 1" MINIMUM. 24" POLY FLASHING, TYPICAL oc HORIZONTAL SIDING OR BRICK VENEER F------ p w - REFER TO ELEVATIONS e STRUCTURAL SHEATHING DETAIL - 04 BLK'G @ BALLOON FRAME WA L SCALE: 3" = 1'-0" r 2x12 BLOCKING-12-w.l / ON INSIDE OF SGL. HEAR. r 2) SGL 2x12 HEADER � :yx (1) (1) I.S. J.S. (1) (1) .5. J.S.I.E. NOTE: REFER TO SHEEL A3 MR WINDOW OPN'G SIZES (L) (1) J.S. '\ �2x4BLOCKING@TOP&_ BOTTOM and @ 24' o.c. J 2x4 WALL FRAMING @ Is- o.c. TYPICAL 03 DTL - TRIPLE WDW SGL. 2x12 HDR SCALE: 31e" 1'-0" 2x4 BLOCKING -12"w.1 F ON INSIDE OF SGL HDR. , SGL 2x12 HEADER (U (U (1) Ol Ul (q .S. J.5 .5. J.5 S, I.S. NOTE: REFER TO SHEET A3 MR WINDOW OPN'G SIZES ay 4%h CC 2x4 BLOCKING @ TOP BOTTOM antl MIOPOIM J 2x4 WALL FRAMING @ 16" O.C. TYPICAL 02 DTL - TRIPLE WDW SGL. 2x12 HDR SCALE: J/B" = 1' O" NME: PRE-ENGINEERED ROOF WHEN THE ACCESS PANEL IS IN TRUSSES @34"o.c UNISULATED SPACE, DELETE THE O.S.B. BOX & REPLACE MASONITE PANEL W/A DRYWALL PANEL 20"1h. O.S.B. BOX L -LOY2 - ON ALL SIDES ROVGH 22" x 32" MASONITE OPN'G. INSULATED PANEL - PAINT TO MATCH CEILING BLOWN -IN INSULATION — .: Y2"DRYWALL 2Ya" CASING TRIM SURROUND WEATHERSTRIPPING PAINT TO MATCH CHUNG -ON ALL FOUR SIDES 0('SECTION - SHOWER HALF WALL B 01 DETAIL - ATTIC ACCESS PANEL 3/6•>1'-D" w _ O p m o a E m E 0 P t 0 U 2 @) 0 6 E E U jB @ N cS a-,p 0 cS 0 H a < Y og 0 m m 6 m u L E a a F M 3 £ v 0v = L S - o CC - Q m V V _ � i r i a }o} 1=w U to NV i LU OO N tZ.! N F N ISISx ..Z On !-!Li pwU' 06Of ¢6w6 Owj Vu¢ «) Z W LLJ V Q Z ii m Q O OK N H r 1 W > Q Sz V_ Be m LLJ / F_ L� 3 Q 0 � � w I � I = Z I O 1 U O I Z O EF a O p 'T V w z 0 5 z Q = O It O di = 3 3o _ O 0 w Z w m d LEI Kl W w F D_ } LLJ OTO w m UU 0 5 o v x — S Inc. Sheet No. D3,0 Job No. OY010440000 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City DDf Camel �VT�tDN�DAAK DATE: \ 09/06/19 VARIES - REFER TO CHUNG DTL. 1/2" DRYWALL Ix6 LADDER -W/2x6 Bi@24" VARIES - REFER TO CHUNG OR. y y NOTE: PROVIDE BLOCKING IN CHUNG AS NECESSARY FOR lx REAM Ix8 CEDAR ROUGH TRIM - w/ 1/4" REVEAL Ix6 CEDAR ROUGH TRIM 13 SECTION -CEDAR CEILING BEAM BALL: 3• = 11-0 x NOTE: WIDTH OF WALL CAN VASTY Ix4 MDF TRIM CAP @ TWO-STORY SPACE ONLY a Yn" caowN mourn _ 1x12 MDF TRIM BOARD - PROVIDE a" MDF REVEAL@ CORNER 1 a" BED MOULD - FLUSH W/ BID. 1x12 Iz MDF RETURN DTL - DELUXE CASED OPN'G TO MATCH WINDOW TRIM PACKAGE # 6 SCALL. 1 - 1 NOTE: WIDTH OF WALL CAN VARY PROVIDE Ix BLOCKING - AS REQUIRED 4Ya" CROWN MOULD 1x12 MOP TRIM BOARD - PROVIDE $" MDF REVEAL @ CORNER .T 1 <" BED MOULD - FLUSH w/ BID. 1x12 Ix NOR RETURN 3 X" BEADED CASING— - PROVIDE 4' MDF REVEAL @ CORNER DTL - DELUXE CASED OPN'G 11 TO MATCH WINDOW TRIM PACKAGE # 6 SCALE: 1" -1 NOTE: WIDTH OF WALL CAN TIMM PROVIDE Ix BLOCKING - AS REQUIRED 4%' CROWN MOULD ,4 1x12 MOP TRIM BOARD - PROVIDE 1/4' DRYWALL REVEAL @ CORNER .T 1 <" BED MOULD - FLUSH w/ BID. 1x 12 DTL - DELUXE CASED OPN'G 10 TO MATCH WINDOW TRIM PACKAGE 45 SCALE. 11' = 11-0 NOTE: WIDTH OF WALL CAN VASTY Ix4 MDF TRIM CAP 0 TWO-STORY SPACE ONLY PROVIDE Is BLOCKING - AS REQUIRED a Y4" caowN mourn Ix12 MDF TRIM BOARD -PROVIDE Y" DRYWALL REVEAL @ CORNER T 1 4" BED MOULD - FLUSH w/ BTM. 1x12 YI" DRYWALL RETURN - PAINT TO MATCH TRIM 3 xiy" BEADED GONG - PROVIDE '<" DRYWALL REVEAL @ CORNER DTL - DELUXE CASED OPN'G 0[� TO MATCH WINDOW TRIM PACKAGE 45 9 SCALE: 1- 1'_0• Ex6 MOF TRIM - BELOW Ix MDFRETU 3 %" BEADED -PROVIDE o"1 REVEAL @ CDR Ix6 MDF TRIM DETAIL - CASED OPENING OQ TO MATCH WINDOW TRIM PACKAGE # 6 VSCALE: 1" = 1' O" Lx6 MDF TR - BELOW y" ORYW/ - PAINT TO 3 %" BEAD -PROVIDE! REVEAL @ Sx6 MOT TR DETAIL - CASED OPENING 7 TO MATCH WINDOW TRIM PACKAGE # 5 SCALL. r = 1 B, U4 TRIM lx4 TERMINATION BLOCK -TO BE USED WHEN KING CROWN DOES NOTTERMINATEAT AN INSIDE CORNER txa DETAIL - KING CROWN 06 SCALE. 4� 12" 3 114 41/4 3 114 In" m 3•=1'0 DETAIL BASE - 0�THREE PIECE CROWN () SALE. 6• - 1'_0 DRYWALL 4 114" CROWN BASE 5 1/4" CROWN MOUL VARIES - REFER TO CEILING DTL. yl NOTE: PROVIDE BLOCKING IN CEILING AS NECESSARY FOR MOULDING ,^ Ix6 LADDER - w/ 2x6 BIH'G @ 2a" PA. 4 1/4" CROWN BASE - 1/4" REVEAL @ BTM. WRAP BEAM W/ DRYWALL 6if" 0 it SECTION - COFFERED CEILING BEAM 4 SCALE 3 - 1 D PLAN VIEW BI-PASS CLOSET DOORS BASE TRIM - REFER TO SELECTIONS FOR STYLE 1?f" SPACE FOR DOOR NOTE: MUD TO FLOOR 15j" DETAIL - 03 BI-PASS CLOSET DOOR TRIM SCALE: 3"= V-O" WALL FRAMING 3 V4" CHAIR ME 1 y' BED MOULD DRYWALL FINISH- - PAINT TRIM COLOI INSTALL OUTLETS HORIZONTAL - ATTACH TO BLK'G. Hi BLOCKS- - ATTACH TO BOTTOM MATE I BASE MOUL EQUAL a EQUAL a 3%0 3% 3•h" SET, DETAIL - TYPICAL JUDGES PANEL MOULD TRIM 0 2 SCALE: 1/2' = 1'-R WALL FRAM: 3 y"CHAIR 0" BED M DRYWALL FIN - PAINT TRIM INSTALL OUTLETS HORIZONTAL- - ATTACH TO BLK' BASE MOULOJ -TIA —PALS EQUALL a13'h" 3%' 3-:' a1 DETAIL - TYPICAL PANEL MOULD TRIM 01 SCALE: 1/2"= VHY TO IT p CH o T PP O m f m N 2 @9 r0 0� 6 0 O E E $ @ N o sit 0 al 0 III 0 V1 p H a Y o A$ O m a1s - a = , 0 E i w F 3 9 C ry S 00 CBUT y_ AU :EQ LL N TTNEIF W � i D -1 _n }0} w O U DO �� �oU-1 Z n If)ooW F urc� m�u �L�� W Lamp TOOQ fOK0 Hu¢ � Z ♦ < W LLJ 0 Q Z o O N H r 1 W > O V Y m L`L/J Y H 3 Q w 1 � H w I � I L Z 1 O 1 U _ O Z -I O Q O p og c} v W Z 3Q O -T w = L 300 O LET ZW m LET d LL W w D } CD 0 m W BEE W z 0 5 � o v _ — S a Sheet No. D4,0 Job No. OF010440000 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes e City of Camel ((�� yVT�tOnr�Dl�xL DATE: \\ 09/06/19 VERTCA_ DECK BOARD - RIP TO ITT x 4 PRESSURE TREATED OR COMPOSITE DECKING A - REFER TO SELECTIONS - ATTACH TO EACH JOIST w/ (2) SCREWS OR NAILS - EXTEND TO RICK BENEATH DOORTHRE5HOL0 777777+ EXTEND 2x6 GP BEYOND CORNER SIDING/STONE VENEER21 u B -ROUND OVER TOP y! P.T. HANG RAIL - 1 O SECTION - DOOR THRESHOLD R m Y"E. HANDGRIP GROOVE SCALE: 3/4" = 1'-0" - BOTH SIDES — RLJF." BEYOND )P RAIL w VERTICAL DECK WARD - OFFSET t" FROM DECK @ HOUSE t"x$"x32"ALUMINUM BALUSTER r -RIP TOES - 2J5,L°' 4%" 2°9im" 2°°/:2e" 0�" 2ljQ - TTAo.c. CGx4PRESSURE TREATED OR - ATTACH TO 2x6 TOP STAIR LER W/( (2) SCREWS COMPOSITE DECKING TT. '�- TIP. �-}NOTE: -ATTACX TO STAIR STRINGER w/(2)$CREW$ rS - REFER TO SELECTIONS T SVBF R _______________ ___________________ _ H __________________ 2x8 CAP RAILS ARE -AWMINUM BALUSTERS AND SCREWS TO BE BLACK SCREWS OR NAILS ATTACH TO EACH JOIST w'(2) II TO BE CONTINUOUS, - EXTEND TO ROCK BENEATH a4 POSR UNLESS SPECIFICALLY 15 SECT - HNDRL - MTL BALUSTERS 2x P.OTRBLOCKIKING`O LINEOFHOME NOTED kCH ALONGSIDE DECK BR%KEENING 04 DECK RAILING PLAN -ALUMINUM BALUSTER SPACING SCALE: 11/2"=1'-0"-pI11NG51°ED OF MIC OPEN -@ 16" o.c., REMAINDER 2x6 SYP #1 P.T. CONTINUOUS CAP RL BRICK VENEER SCALE: 1/4' = 1'-0^ - CENTER ON VERTICAL 2x4 SECTION - DOOR THRESHOLD eaA wN0- - BUTT JOIM @ CORNER W NOTE. D5.1 3x6 GP RAIL LOCATED @OIL. 04p/OS.I OPTIONAL STAIRCASE MAYBE LOCATED ON -MUSTRUN CORNER PARALLEL MUST BE CONTINUOUS FROM CORNER TO EITHER SIDE OF EDECK, MAIL REFER TO PLANS. CORNER TO CORNER "ROUNDO HOME 09 SCALE: 3/4"=t'-0" MER STAIR RISE TO BE MAY Ria'M1. w/IO"TREAD RE FRAME OFRAME - EASE TOP EDGES w/ °a" ROUND OVER RUN. FIELD DETERMINE NUMBER OF RISERS DIMENSIONS ARE FRAME TO FRAME 2x4 B 2x6 SYP # t P.T. CORNER POSTS CONTINUOUS BASHING BASED UPON FINAL GRADE. -w/ CRAM O EACH BOTTOM EDGE -E%TEND PAST ]GIST HANGER 5!f" J'-ll a' J'-11 v' S " -ATTACH TO EACH OCHER 4%" 2x482x6SYPI) P.T. CORNER POSTS , w/ FASTENERS @ 12" ox. --n.P o x 4 PRESSURE TREATED OR-w/CRMFEREJ BOTTOM EDGE - ATTACH TO 2x4 TOP RAIL w/(2)#8 _ COMPOSITE DECKING - ATTACH TO EACH OTHER w/FASTENERS 31/J"SELF-TpWING WOOD SCREWS ____ __ __ ____ - REFER TO SELECTIONS '_ C12"o'c' -4"TCHTO2x W/WASH w/(2)Yt"0 T T SUBBOOR -ATTACH UTS /W WASHERJOIST S, STACKED 4" I I 4"TACH TO 2TSw/WASHERS, THRU-BOUTS WASHERS,o STACKED TO AVOID RIM JOISTS _______________ METAL JOIST HANGER N TO AVOID RIM ]GISTS p 2x45YP#1 P.T. VERTICAL TOP RAIL I�i / - MITER JOINT @ CORNER ------- _ 2x6 P.T. HAND RL %// _ - WOUND OVER TOP LINE OF XOME 1"x "x 33"BLACKpWMINUM j - GROOVE HANDGRIP - - - - MILLSTER @ 4%" O.C. 2x8 P.T. JOISTS @ 16" O.C. GROOVE ON BOTH SIDES m IN m (2)#82%"SELF -TAPPING WOOD SCREWS " - ATTACH TO 2x4 TOP RL -SEE DR. 16/D5.1 w/ (2) SCREWS 2. 2. 2x8 P.T. LEDGER BOARD O ATTACH T02 RIM -ATTACH TO2 ]GIST /WASHERS IST / 2 / T19. 2x4 R 2x6 SYP #1 P.T. CORNER POSTS \ 1' -w/ CHAMFERED BOTTOM EDGE - ATTACH TO EACH OTHER w/FASTENERS @12"o.c. \ -ATTACH TO 2x RIM JOIST w/ (2)1JJ"0 T/ JOIST 4"THRU-BOLTS w/ WASHERS, STACKED O \ '• AVOID RIM JOISTS \ 45'T.2x45YP#I P.T. POST \ -w/ CHAMFERED BOTTOM EDGE \ T -ATTACH T02x w/W HERS 1 P.T.Sw/(2)!Q"04"THRU-WETS 45'T. 4x4 SYP # 1 P.T. POST n - CHAMFERED TOP B BOTTOM EDGE OF - OFFSET 1" FROM DECK @ HOUSE - ATTACH TO 2x4 TOP w/S #8SELF-TAPPLNOUG WOOD SC (%"04"X2x4) YJ"04"THRU-WETS - SCREWS O BE BLACK - SET T/ LEDGER 2%" BELOW T/ SUBRR Bxl6x3 CMU BLOCKS BENEATH 04C E PLAN - SYi" � -BOTTO RIM JOISTw/YJ"O ALL STAIR STRINGERS WOOD/METAL RAILING @ DECK AGWLSw/W SHER$ @12"o.c, STAGGERED EXTEND2xALT RAIL RAIL E°"° 2x4 ND2x61LTOP RAIL ,31 J w 14 SCALE: 3/4"=l'-0" DECK WARD 45"M1. 3x45YP #I P.T. MOST 0 -w/CHAMFER®BOTTOM EDGE - ATTACH TO 2x RIM JOIST w/(2)h'v 2x482x65YP #1 P.T. CORNER POSTS SIDING/STONE VENEER 4"THRU-WETS w/WASHERS Bab = - w/ CRMFEREO BOTTOM EDGE D5 ATTACH EACHT°K HER SECTION - 2x8 LEDGER BOARD sax 4 P.T. DECKING Ao• / FASTENERS @ 12" ox. 08 - ATTACH TO EACH JOIST w/ (2) I I - ATTACH TO 2x4 TOP FAL w/ (2) #8 4%" SCREWS OR NAILS 2%" SELF -TAPPING WOOD SCREWS Typ, SCALE: 3/4"= V-O" - w/ %" SPACE BETWEEN WARDS - ATTACH TO 2x RIM JOIST w/ (2) %"0 I I I 4" THR -W LTS w/ WASHERS, BRICK BRACKET 45'T. 4x4 SYP #1 P.T. POST STACKED TO AVOID USHERS -INSTALL PER MANUFACTURERS �� - w/CRMFEREJ OPBBOTTOM EDGE - INSTRUCTIONS -OFFSET t" FROM DECK @ HOUSE 2x4 SYP #1 P.T. VERTICAL BOTTOM RAIL -SEE OTL tt/05.1 ATTT a RIM JOIST ' (2) Q'0 J" - MITER JOINT @ CORNER RO BOLTS w/ WASHERS t" x YJ" x 32" BLACK ALUMINUM CONTINUOUS FLISHING - EXTEND PAST JOIST HANGER BALUSTERO2X4 c LEDGER DO DECK PLAN - 16'-5"w. x 16'-0"d. DECK - ATTACH TO 2x4 6FM. MIL 54 x 4 PRESSURE TREATED OR N 03 W/ (2) KNOWS COMPOSITE DECKING - SCREWS O BE BLACK - REFER TO SELECTIONS - _ _ _ _ SGLE: 16'-5' 114" = 1-0 PLAN - n METAL ME AL ]GIST HANGER DIMENSIONS ARE FRAME TO FRAME GTE: V ALL POSTS, JOISTS, BEAMS AND EQUAL ]GISTS @ 16' o.c EQUAL WOOD/METAL RAILING @ DECKGBRSAREPRSSDRETREAT-0 2x8 P.T.P,T. ]GISTS @ l6" o.c. 1 SCALE: 2x8 P.T. LEDGER BOARD 3/4' = 1'-0" - SET T/ LEDGER $Q' BELOW T/ SUBRR, DOUBLE2xI0 P.T. SYP#I BEAM 2- 0' �" 5'. �/" /J" S"�<" >). 2 0• 2x6 SYP #1 P.T. CONTINUOUS CAP RAIL RUSH w/T/ BRICK BRACKEN -BOLT TO RIM JOIST THROUGH BRICK OR DOUBLE 3x10 P.T. SYP#3 BEAM _____ GUT. CLEAR SPAN CLEAR SPAN CANT. ,y S - CENTER ON VERTICAL 2 4 BRACKET THRV-WLTS - NOTCHED INTO 6x6 P.T. SYP#2 POSTS - -BUTT JOIM@CORNER w/ WASHERS @ 29" o.c, STAGGERED R C ' w/ WASHERS PER POST - MUST RUN CONTINUOUS FROM 2" 1 Also" - REFER TO DTLTO6/DS.OLTS CORNER TO CORNER PARALLEL TO HOME 17 ELV - WOOD/METAL RAIL POSTS EASE TOP P.T. V R/ ;" ROUND °VE P BRICK VENEER w 2x45YP#1 P.T. VERTICAL >; 07 SECTION - 2x8 LEDGER BOARD SCALE: 3/4"=l'-0" METAL ]OI ST RANGER - RARER ]DINT @CORNER g NC'E: 1" x Li" x 32" ALUMINUM SCALE: 3/4" = t'-O" f STAIR RISE TO BE MAY 7%"M1. w/ 10" TREAD RUN. FIELD BALUSTER @ 4%" o.c, o qa DETERMINE NUMBER OF RISERS BASED UPON FINAL GRADE. - gTFgCH TO 2%4 TOP RAIL J�UL�Mn TREATED SIDING OR STONE VENEER: 2a x 16'-0- P.T. SYP#I Or SYP#2 JOISTS @ 16' O C AA Z 2x65YP#E P.T. FAMILIAR w/(2)$CREV/5 ` ECKING 2%B P.T. SYP# I Or S'l LEDGER WARD -ROUND OVER OP - ATTACH TO 2x4 BOTTOM RAIL E CTIONS - REFER TO DR. Oe/DSE FOR LEDGER w/ (2) SCREWS >: O a Ya"d. HANDGRIP GROOVE - ALUMINUM BALUSTERS AND y. HEIGHT, FASTENERS AND FASTENER Q Ala" - BOTH SIDES OF HANDRAIL SCREWS TO BE BLACK 2%B P.T. JOISTS 16"o.c SPACING m 4 0 Trip. ATTACH STAIR TO RIM JOIST 2x4 SYP #t P.T. VERTICAL a £_ w/ SYP #1 P.T. 3x8 USING 3" BOTTOM RAIL BRICK VENEER: SELF -TAPPING SCREWS -MITER ]DINT@CORNER 2x8 P.T. SYP#I or 51P#2LEOGE1 BOARD 2%B P.T. BOND BOARD - REFER TO DR. OJ/05.1 FOR (EDGER ATTACH 2x8 BACKER WARD TO 54 x 4 P.T. DECKING �„ HEIGHT, FASTENERS AND FASTENER EACH STRINGER w/ (2) 3" - ATTACH TO EACH JOIST SELF TAPPING WOOD SCREWS w/(2)SCREWS OR N T SPACING 4%4 SYP #1 P.T. POST - w'/ X" SPACE BETWEEN WARDS (3) 3x P.T. BEAM e -w/ CRMFERED OP EDGE 45'b. 2x45YP#E PT, CORNER POST - REFER O JOIST LAYOUT -- -NOTCHED INTO 6x6 P.T. P0515 ` -A/ ACH (2) #8O HANORAJL -w/ CHAMFERED BOTTOM EDGE w/ (2)%"0 T' THRU-BOLTS ` WOOD B KNOWS WSEIF-TAPPING - ATTACH TO 2x4 TOP RAIL w/(2)#8 w/ WASHERS PER Gal POST ry ACH HIM ISTF TO LEDGER ACH TO, STAIR MET ELF -TAPPING WOOD w/W jHERS NRU-BONGSR TO AVOID FUMJOISTS SECTION Eo 6RUSH POST FDECK)Olsrs SCREWS SSJOOIST LAYOUT 16'-5"VV. x 16'� EQUAL 29" 29" 29" 29" 29" EQUAL � - SCREW THROUGH HANDRAIL ZYJ"5ELF-TAWING WOOD SCREWS MET 4" THRU-BOLTS / WASHERS, w/ WASHERS w -I-• -0"d. DECK 1 WOOD/METAL RAILING @DECK OG+ SECTION -POST @DECK BEAM 02 SCALE. 1/4"-1'-0" VVi x SCALE: 3/4^=r-0' SCALE: 3/4•=t'-U• r--------------------� C? - REFER TO FOR PUN REFER TO FOR BAN REFER TO FOR BAN L REFER TO FOR BAN - ATTACH SUM. TO 4x4 1" x, , x 32' AWMINUM BALUSTER @ 4�" O.C. - ATTACH TO 2x6 TOP RAIL w/ (2) SCREWS - ATTACH TO 2x4 BUM. PUT w/ (2) SCREWS -ALUMINUM BALUSTERS AND SCREWS TO BE BLACK 2x 12 SYP As P.T. STAIR STRINGER- - (4) SPACED @ 11 O.C. 2x12 SYP #1 P.T. STAIR TREAD - - RIP TO 10" WIDE - / EASED TOP FROM EDGE 2x4 SYP #1 P.T. STAIR RISER (Berl - SET BACK A" FROM FACE OF TREAD NOTE: INSTALL PER MANUFACTURERS INSTRUCTIONS to - FASTEN BRACKET w/ AT LEAST (4) £CA I00 SHANK SIZE NAILS AT THE OP 3 FOUR NAIL LOCATIONS AND ONE %U THRU-BOLT w/ WASHERS @ THE HEAD AND NUT - THRU-BOLTS MUST BE nor -DIPPED GALVANIZED OR STAINLESS STEEL , SECTION - STAIR 16 w/ METAL BALUSTER RAIL SCALE: 3/4" = L'-0" LINE 43 " 0 - FLUSH w/ TOP OF DECK JOISTS APPROXIMATE LINE OF GMOE- IWO C.I.P. CONCRETE FT E - REFER TO ON FOR MIN. H FOOTING DEPTH (2) #4 RE -BARS THROUGH 6x6 POST EMEND 6x6 P.T. POST TO BOTTOM OF FOOTING — 4" UYER OF GRAVEL BELOW 11 DETAIL -'BR' BRICK BRACKET e 05 SECTION -KALE 1�Jt 6x6 P.T. SYP#2 POST - RUSH w/ TOP OF DECK BEAM - RACE IN FOOTING w/ (2) #4 oC RE -BARS THROUGH POST - SET ON4" GRAVEL BASE L \\/ _ 0 -REFER TO DR. 06/D5.1 o \/ ¢ 18"0 C.I.P. CONCRETE FF'G A 3 -SEE OR. OS/OS.ILAI Oila° �� asAll o 6.. w £ LINE OF DECK ABOVE 3 \\\ X\ FOUNDATION WALL 1'-6' 0 1 FOOTING PLAN - 16'-5"w. x 16'-0"d. DECK IT / FOOTING 3/4"= 1'-0" SCALE: 1/4" = 1'-0" w O E v V m ~ 0 W t N 2 B O 6 0 E f @ N H ° r O m O O - m 2 Re 0 a E - Wn WouCL 3 z UI - I c LU m - cic Ul � n Ch UW Q }O} w U OO_ GOIm x O W o O N zww V) 0wm . Inw.... mHU Q W~ OL11 � O fMK0 Vu¢ «) Z K LLJ V Q Z ii m o O OK N r = W 0 O V_ W L`L/J Y H 3 Q W w � I _ O Z O Q O og ATW "T Z 3Q O _T =3 30 O o m Z w h a LL w w C O w m W Z 0 5 f o v S a I. Sheet No. D5, 1 Job No. OYM440000 T•w ELECTRICAL / TRIM SYMBOLS ® - OUTLET FOR FUTURE GARAGE DOOR OPENER - OUTLET -TYPICAL WALL WEATHERPROOF WALL OUTLET -THERMOSTAT SWITCH - SINGLE POLE Or— -SWITCH-3 WAY -SWITCH-4 WAY oe92 -SWITCH - DIMMER { } - LIGHT MATURE - CEILING MOUNTED - LIGHT FIXTURE PREWIRE- CEILING MOUNTED -LIGHT FIXTURE - WALL MOUNTED T SET @ "" MOM FLOOR -LIGHT HXTURE PREWIRE - WALL MOUNTED SET @ 72" FROM FLOOR - LED LIGHT FIXTURE - RECESSED IN CEILING J� rte} -LIGHT FIXTURE- RECESSED IN CEILING T W/EYEBALL TRIM - LIGHT FIXTURE - EXTERIOR DOUBLE SPOT T H -LIGHT FIXTURE -2'FLUORESCENT - UNDERCABINET LIGHT FIXTURE O -EXHAUST FAN - VENT TO EXTERIOR -SMOKE DETECTOR - CEILING MOUNTED -SMOKE DETECTOR - WALL MOUNTED SET @ 88" FROM FLOOR ® - COMBO CARBON MONOXIDE/SMOKE DETECTOR -CEILING MOUNTED a -DOORBELL -TOWEL BAR- SHOWN IN PREFERRED LOCATION REFER TO SELECTIONS Q -TOWEL RING- SHOWN IN PREFERRED LOCATION REFER TO SELECTIONS n -PAPER HOLDER- SHOWN IN PREFERRED LOCATION REFER TO SELECTIONS r1 - STORAGE SHELVING - ROD r, - STORAGE SHELVING - LINEN © - CABLE c, -PHONE JACK - TYPICAL ai NOTE!! ALL SWITCHED OUTLETS TO HAVE THE TOP PORTION SWITCHED AND THE LOWER PORTION HOT! RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes CiityGF Canned �NI��Vt\D*I4IIPML DATE: 09/06/19 FINISHED LOWER LEVEL B'-D'/' i. 3'-n/' 9'-3%' T-11' \ TT 1 ''n84 �IsH�oKE� I Y DES \�1YD \._> �AE,// 1 UNFINISHED I may} / I / O') FINISHED BASEMENT ELECTRICAL / TRIM PLAN SCALE 1/4"> 1'-0" c n a m m m 2 E J 0 w t @ F O d@ 0 u v E 0 $ N o_ p o_ p o_ p o p Fa O Y as O m m ` = D O - p Uaih - U~ r O Q w �om U mDOn ury O o a K W U .. mF Nw_ QtiH W OV �OQ I �OKO u¢ J n Z � Q W ll1 O U Z O K U) w O � V_ K m W H lL 3 Q w 1 � F w 1 � I = 1 U _ O 1 Z O Q O Z Z og g g a z 3 L 300 p w Zm w m a LL w w w CC) O GOm N w .. z o � O g 2 a = - Sheet No. A2,2 Job No. OBF010440000 At ELECTRICAL / TRIM SYMBOLS: ® - OUTLET FOR FUTURE GARAGE DOOR OPENER -OUTLET-TYPICAL WALL �^ - WEATHERPROOF WALL OUTFT -THERMOSTAT ♦!♦- - SNITCH - SINGLE POLE V♦'^ -SNITCH-3 WAY V♦" -SNITCH -O WAY 4,92 -SNITCH - DIMMER j } - LIGHT FDMH E - CEILING MOUNIED -tJyTT�y}- -LIGHT MIXTURE PREWIRE- CEILING MOUNTED He'.h -EIGHT MIXTURE - WALL MOUNTED T�SET @ AM" FROM FLOOR - LIGHT MIXTURE PREWIRE - WALL MOUNTED SET 0 72" FROM FLOOR {10.} -LED EIGHT FIXTURE- RECESSED IN CEILING JT� EB} - LIGHT FIXTURE - RECESSED IN CHUNG 1-0-W/EYEBALL TRIM - EIGHT MIXTURE - EXTERIOR DOUBLE SPOT I-o-i - EIGHT MIXTURE - 2' FLUORESCENT - UNDERCABINET LIGHT MIXTURE Q - EXHAUST FAN - VENT TO EXTERIOR - SMOKE DETECTOR - CELNG MOUNTED -SMOKE DETECTOR - WALL MOUNTED SET 0 88" MOM FLOOR ® -COMBO CARBON MONOXIDE / SMOKE DETECTOR -CEILNG MOUNTED A] -DOORBELL -TOWEL BAR- SHOWN IN PREFERRED LOCATION REFER TO SELECTIONS 4 -TOWEL RING- SHOWN IN PREFERRED LOCATION REFER TO SELECTIONS n - PAPER HOLDER - SHOWN IN PREFERRED LOCATION REFER TO SELECTIONS I� - STORAGE SHELVING - ROD 11-STOWWE SHELVING - LINEN © - CABLE -PHONE JACK - TYPICAL f No"' ALL SW ETCHED OUTLETS TO HAVE THE TOP PORTION SWETCHED AND THE LOWER POR70N HOTI RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City GF Camel �VT�JtDN�DA� DATE: \ 09/06/19 01 FIRST FLOOR ELECTRICAL / TRIM PLAN SCALE 1/4"= 1'-0" $� �o a P W m o z@ E E u H a Y O m O 1p mv O a F v E w 0-4 3 g^ 9_ C 2= d O _ Is Val =w U }O} In m O ELL OoN ILL. � �oW mm� ..i aw_ Oaz (Ajo j. QawQ o0� FOdO .�OQ Vu¢ � Z ♦ oL W W Q CQ z ii m Q O OK U a = W 0 Q) V K m LLJ H 3 Q uJ I w � I = z I O I U _ O I Z O Q O Q cH V W Z 3Q O It 3 = 3o O p w Z UD w m a LL w w � DE) O w m w z 0 5 f o v _ — S a Sheet No. A4.0 Job No. 011110440000 n 0 O 2 O 6 ELECTRICAL / TRIM SYMBOLS ® - WRET FOR RETIRE GARAGE DOOR OPENER - OInET- TYPICAL WALL WEATHERPROOF WALL Okoi -THERMOSTAT Vi -SWITCH - SINGLE POLE -SWITCH-3 WAY ♦i -MUCH-4 WAY yi - SWITCH - DIMMER {} -LIGHT FlXNRE- CEILING MOUNTED -lJJTT�y,Y - EIGHT FIXTURE PREWIRE- CEILING MOUNTED Hml -LIGHT FIXTURE - WALL MOUNTED Y SET @ SE" FROM FLOOR - LIGHT FIXTURE PREWIRE - WALL MOUNTED JJJyYyYyY���yyy SET @ 72" FROM FLOOR J -LED LIGHT FIXTURE- RECESSED IN CEILING y - LIGHT FIXTURE - RECESSED IN CEILING Y W/ EYEBALL TRIM - LIGHT FIXTURE - EXTERIOR DOUBLE SPOT I-o-i -LLGHT FIXTURE -2•FLUORESCENT - UNDERCABINET LIGHT FIXTURE O -EXHAUST FAN - VENTTO EXTERIOR - SMOKE DETECTOR - CEILING MOUNTED -SMOKE DETECTOR - WALL MOUNTED SET @ 88" FROM FLOOR ® - COMBO CARBON MONOXIDE / SMOKE DETECTOR - CEILING MOUNTED a -DOORBELL -TOWEL BAR- SHOWN IN PREFERRED LOCATION REFER TO SELECTIONS Q -TOWEL RING- SHOWN IN PREFERRED LOCATION REFER TO SELECTIONS n -PAPER HOLDER- SHOWN IN PREFERRED LOCATION REFER TO SELECTIONS �1 - STORAGE SHELVING - ROD r, - STORAGE SHELVING - LINEN © - CABLE TI] -PHONE JACK - TYPICAL 1J-L N'EII ALL SWITCHED OUTLETS TO HAVE THE TOP PORTION SW ITCHED AND THE LOWER PORTION HOT! RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City Ed Camel DATE: \ 09/06/19 SITTING \ ROOM D \ 1 1 III � III � E III ED 1 III III II III /i 14) Is9 III a III ed SHrivEs III p II OWNER'S / II II BA/fH/ W.LC. I'ED II V731-2 ED I AP II _ EDP .I IIIL JL� r I I I0. I I ni 1p r----------------------------------•- - - - - - - - - - III m ------ III-----'. 4•-9i§' Lo•-o III 4•-9 I _ _ ED \ OWNER'S II I I \ SUITE fi II I I 'D•q�c f q\ 1 TW R III / I \ I I FAMILY ROOM�. III i I III / � \ II 1, i I ED III I \ 'II i i I � III I V A ED I II _________ �._1_� ___ .a e L _ _ _ _ � III — —1-_ II 17 r�i ED w ——--ieoa LED � / / I \ ED IIII i / L° 1D3 ITC P IIII HALL R ____ _____ O L o ® pw -- — — — -- — —----------- ___ Il J 0. _ nAC — l ® I -� III dip D / I 84 84 I 1 W.I.C. II MIRRORS: (2) 39" x 42' BEDROOM III SHARED BATH 84 h II /// HALL II 1 ` ED BEDROOM 3 / MIRROR:BATH / II 1 � �\ I IIII CC - I.C. 0 SECOND FLOOR ELECTRICAL / TRIM PLAN Scam 1/4"= P_o" - p �E aE v w n o a m U y an l o� i Eo ol E E 5 @ 12 o m o It 0 p F a Y O m O m 2 u y v E O Li w F s E^ Do 9 z 0 It Q m V i ED } O } U6 N L DODE or w D_ OON �OWGO U-1 mm OQU <QWQ Luce Q W C1Q fOKO Vua � z (Y W W 0 Q z o O OK w 0 V_ m LLJ H w Q � 1 � w I = z I O 1 z w O Q O z og c+ V w Z 3Q O Z w 3 = 3o O O w Z m ui DE) a N LL w w w CE) O w m � w Z 0 3 V 0— a Sheet No. A4.1 Job No. OBF010440000 03 GARAGE SLAB NOTES: GARAGE SLAB SHALL HAVE COMPRESSIVE STRENGTH W 28 DAYS = 3500 PSI. w/ PEA GRAVEL BASE TO PROVIDE FINISH GRADE. 6"thk. CONC. GARAGE SLAB. • #4 REBAR @ 9" o.c. IN THE SHORT DIRECTION • #4 REBAR W 18" o.c. IN THE LONG DIRECTION . MIN. 3"COVERAGE "THE 9" o.c. EMS MUST BE ON THE BOTTOM OFTHE STEEL MAT** 2x4 NOTCH SLOPED 3" FROM REAR TO FROM I FOR SLAB SUPPORT — —' - DTL. VVD2.1 18' 02 GARAGE SLAB NOTES: GARAGE SLAB SHALL HAVE COMPRESSIVE STRENGTH @ 28 DAYS = 3500 PSI. • / PEA GRAVEL BASE TO PROVIDE FINISH GRADE. 6"thk. CONC. GARAGE SLAB. • #4 RE -BARS @ 12" ox. EA. WAY w/ MIN. 3" COVERAGE. 2x4 NOTCH AR SILTOMOW O FROM NEAR TO FRONT 5 i • - FOR SLAB SUPPORT - DTL l0/D2.1 12. B'•thk. FOUNDATION WALL FOUNDATION WALL: • MAXIMUM UNBALANCED FILL HEIGHT WITHOUT PERMANENT LATERAL SUPPORT IS 4'-0"h MAX. • FOUNDATION WALL HEIGHT: FULL HEIGHT (8'-0'T) OR LESS THAN OR EQWL TO 4'-0'T -SEE OILS. 02, 04, 0502.3 BRICK CURBING: • BRICK CURBING UP TO N/i"E FROM T/FDN. WALL REQUIRES NO VERTICAL REINFORCEMENT. • BRICK CURBING OF N,Q'E TO 24"E REQUIRES VERTICAL REINFORCING: - #4 &IRS @ 18" O.C. VERTICAL - SEE OTLS. 03, 04102.3 • MAX. MUCK CURB DEPTH IS 24"E FROM T/ FDN. WALL - SEEOTLS. 03, 041M.3 FOUNDATION PLAN NOTE: 1. FOUNDATION WALLS SHADED AS TO BE SET AT T/ FDN ELEVATION PER PLOT PLAN 2. FOUNDATION WALLS UNSHADED TO BE DROPPED AS NOTED ON II FLOOR PLAN NOTE: II FRAMED @ 16" P.C. 2. INTERIOR WALLS SHADED AS — IN DICATES INTERIOR LOAD BEARING WALL TO BE FRAMED @ 19.2" o.c. (UNLESS OTHERWISE NOTED ON PLAN) - ALIGN JOISTS w/ STUDS. 3. INTERIOR WALLS SHADED AS INDICATES INTERIOR WALLS TO BE FRAMED RELEASED FOR CONSTRUCTION _ Subject to compliance with all regulations of State and Local Codes City of Camel �VT�12'�B*VAWML DATE: \ 09/06/19 FOUNDATION PLAN SCNLL 1/4"= C-0" c p Ch o N a m O2 z E o w 0 t c @ H C i N 0 E c° 0 N am o Y _ ~O m d E U UU !_n w a } o? :> m N 0 LA� ww Z In F VJ iurc� m U > s p AA,AsSsTZmnulu ..,. ?� 0 � z° pp 2 z � K J Q W W p Z m o 0 N W' 0 O V �— K m LLI ` / W I F W � I L I O K Z O Q O z:S Q O Z W L =00 O W ZW u m LL w w � w m W Z 0g o v 2 a _ — Sheet No. A2,0� Job No. 05F010440000 Nk s 03 GARAGE SLAB NOTES: GARAGE SLAB SHALL HAVE COMPRESSIVE STRENGTH @ 2B DAYS = 3500 PSI. / PEA GRAVEL BASE TO PROVIDE FINISH GRADE. 6"Mk. CONIC. GARAGE SLAB. • 94 KEBAB @9" o. c IN THE SHORT DIRECTION 94 REBAR @ IS- D.c IN THE LONG DIRECTION . MIN, 3-COVERAGE "THE 9' O.c BARS MUST BE ON THE BOTTOM OF THE STEEL MAT" REDFRONT FROM TO FROM REAR TO FRONT 'I FOR SLAB SUPPORT ' - DTL. m/D2 1 02 GARAGE SLAB NOTES: GARAGE SLAB SHALL HAVE COMPRE551VE STRENGTH @ 29 DAYS = 3500 PSI, . w/ PEA GRAVEL BASE TO PROVIDE FINISH GRADE. 6-HEL CONC. GARAGE SLAB. 94 RE -BARS @ 12" D.c EA. WAY w/ MIN. 3" COVERAGE. 2x4 NOTCH SLOPED FROM REAR TO FRONT5 F SUPPORT -ID/D2l DTL. _ DTL 10 8••EOk. FOUNOATEON WALL FOUNDATION WALL: . MAXIMUM UNBALANCED FILL HEIGHT WITHOUT PERMANENT LATERAL SUPPORT IS 4'-D"M1 MAX, . FOUNDATION WALL HEIGHT: FULL HEIGHT;B'-O"h) OR LESS THAN OR EQUAL TO 4'-0"M1 - SEE OTIS, 02, 04, OW02.3 BRICK CURBING: . BRICK CURBING UP TO 9%'d FROM T/FDN. WALL REQUIRES NO VERTICAL REINFORCEMENT. . BRICK CURBING OF 9%'d TO 24"O REQUIRES VERTICAL REINFORCING: - i4 BARS @ to- 0 C. VERTICAL - SEE OTLS, 0, W/02.3 . MAX. BRICK CURB DEPTH 15 24"G FROM T/ FDN. WALL - SEE OTIS, 03, WID23 FOUNDATION PLAN NOTE: 1. FOUNDATION WALLS SHADED AS TO BE 5ET AT T/ FDN ELEVATION PER PLOT PLAN 2. FOUNDATION WALLS UNSHADED TO BE DROPPED AS NOTED ON FOUNDATION PLAN FLOOR PLAN NOTE: 1. ALL EXTERIOR WALLS SHALL BE FRAMED fin 16" D.C. 2. INTERIOR WALLS SHADED AS — INDICATES INTERIOR LOAD BEARING WALL TO BE FRAMED @ 19.2" D.C. (UNLESS OTHERWISE NOTED ON PLAN) - ALIGN JOISTS w/ STUDS. 3. INTERIOR WALLS SHADED AS BERMEOMMM INDICATES INTERIOR WALLS TO BE FRAMED RELEASED FOR CONSTRUCTION _ Subject to compliance WA all regulations of State and Local Codes City of Camped �VT�IJt�D*VALOM<_ DATE: \ 09/06/19 a. 16'-3'/, LINE OF DECK REV — —� -SEE MLS D51 3oIN 19'-11Ea I i 51-4' 51-4" I I 8126/19 / / 3x5CONCKEEl r PAD ze6ex L — — — — — — — — I— — — — �. I .•a ��6puelParla I �o we f I yl EL BEAM--- I 3 —__Bx18 —srr CONTROL IOLNT — e zO0 w 4' 0 STEEL comv � qI Jli u 39'x39'X12'THRKC. CONCRETE COLUMN FOOTING -HOLD T/IT G. DOWN 31/2' FROM If SLAB J wC o 3mo w !./�T 4.0 STEEL COLUMN O m u 0 p 39'x 39' x l2'TH[CK C.LP. CONCRETE COLUMN FTG. B -HOLD T/ IT G. Dowv 3 yx• FROM I/ SUB — lS. \ / PREFD TO CO L OF cowkry I SUMP 1 6TATIO 1 1 EJECTOR II s•aIYL" LIJ REFER TO NOTE 03 ON SHEET A2.0 FOR GARAGE SLAB THICKNESS AND REBAR REQUIREMENTS. HOLD T/ FND. WALL DOW 12- FOR SLAB POUR-THR \ 3" LEDGE FOR GRACE =7 BEAM SUPPORT EA. SIDE - SEE OIL O5/D2 I 9 -D. Ti T BAR o H _ 1 BAR L T 11 J �" REQUIREMENTS I / n OGTIO BEAN POCKET ° ae o — oW. L J WATER \ SOFT. 0.11 WX FURNACE N ° r Dcnnoyr l FD N LU o TO L OF FD s fist I m i z6'-7/' TO L TO LOU LET 23 3/p• _ _i040F SHOWER _ Y REFER TO NOTE 03 ON — SHEET A2.0 FOR GARAGE SLAB THICKNESS AND — REBAR REQUIREMENTS. 2'-p. JII �E2I IJ 1 Imo/ rr I WET BAR WET WALL ° 11 BASEMENT I I II I I16'�3" I�. 1 22'-0' I � / IT 0; TOSDFCOLD N II il TOLOFCDwMN 11. 11 I 1� 1 Ijr / L`� WLOx26 STEEL BEAM _ n I 1° 4^osTEE Lcownn r L 39" x 39" x l2"THICK C.LP. CONCRETEHOLDT/FTG OWM DOWN 4' 0 SCH40 STEEL COLUMN 0 - COLDT COLUMN OWN 45"x45-x lB"THICK C.I. P. u 31/2"FROM T/ SIDES I CONCRETE COLUMN FOOTING -HOLD T/ FT'G. DOWN 3 11V FROM I/SUB FINISHED 4" o STEEL COLUM CLOSET 39" x 39' x 12" THICK C I P, LL CONCRETE COLUMN FOOTING 0 I -HOLD T/IT'G. DOWN 31/2' FROM T/ SLAB j ILO SHOTECT „� UPI I TO NOS[ G OETECTO Ir F \\ I 1 HA D IL I OPT. , \ I F LL BATH No ALL UP 5TEPFD NDATION OUGH-IN WALL FO VENEERTi GRADEP RSIANDnr —22'41!4- 5'-1D' 3.9'• AND GUI ELINES ON TD NOSING TD NO51 G OTL SHT D2.3 1 --�_--- WBxIB STEEL BEAM _+ OF -4• K B• x B I/B"E, L t J BEAM POCKET B'-11h" L_LJ i°a OF COWMN TO L OF COLUMN P TO L OF COLUMN [ HOLD T/GARAGE SUB DOWN V FROM T/FOUNDATION AND 39"x39 xl2'THICK C.LP SLOPE TOO. H. DOORS 8 CONCRETE COLUMN FI'G nE I� -HOLD T/FTG, DOWN 3 1/2' FROM T/ SLAB IO 9j£' ^� Lp'-B" o 'p I q'0STEEL COLD MN m TOL PIER FIG. TO PIER/FIG. 3 O III j �a 9' BEAM B l/B"0. 3 'FCOOL BEAM POCKET I IO'[M1k. C.LP. CONIC 09 D21 0' x B' x B t/B"E. I CONCRETE81K20 FOOTINGS BEAM LEDGE 10^ UNEXCAVATED 24,•x24.PIER 'F D29 I o - SHOWN BELOW GRADE BEAM OINTWBxIO Si EL BEAM L--- J - DEPTH TO BEARING SOIL Q 3a" x 35' x l2"d CONIC FIG. o e _ _ - - SHOWN BELOW BELOW PIER I—•p0.EBAR@10'oc 2x9 KEYWAY C 6 e• -MIN. 2'COVER 2x4 NOTCH SLOPED 3" FROM REAR TO FRONT FOR BEAR SUPPORT a ' I I 6• ,�^ LINE OF PORCH ABOVE °h I — \ r4 ASTUBBED — ouUrT AND I0 C. 1 n. - svAcSD IS- s• C. _ HOLD T/WALL DOWN 31/2" FOR PORCH STAB 60'J'• HOLD THROUGH s. IUE' 6'.1?6• 12'-5�T° O') FOUNDATION PLAN SWL v- 1' 7 E rn O L v a E m a ` U 0 y ti V io S z @ u a m$ s 5 3 E °n LEE0 ED ED % _ V i 13 i S iw w u _ om O _wc. CL _ UU ¢" li Ian o. ep w m°CL z n w N mru arwr LNa a boa FoKo Bc `\ �o`Z nnaulu. Y F-? '' 2j0 1111111 \ T5) Z a J � Q W LLI p Z m 0 N >' 0 � O V_ K LLI m �z H n/ W Q I F w � I O U O I Z QO ❑ c� W 05� Z 5Q O W � � L 3 p w 3o O z ED m LL w w DUEa 9 D_ O N m w N W Z 2:03 0 x a Sheet No. A20O Job No. 05F010440000 2'-p. JII �E2I IJ 1 Imo/ rr I WET BAR WET WALL ° 11 BASEMENT I I II I I16'�3" I�. 1 22'-0' I � / IT 0; TOSDFCOLD N II il TOLOFCDwMN 11. 11 I 1� 1 Ijr / L`� WLOx26 STEEL BEAM _ n I 1° 4^osTEE Lcownn r L 39" x 39" x l2"THICK C.LP. CONCRETEHOLDT/FTG OWM DOWN 4' 0 SCH40 STEEL COLUMN 0 - COLDT COLUMN OWN 45"x45-x lB"THICK C.I. P. u 31/2"FROM T/ SIDES I CONCRETE COLUMN FOOTING -HOLD T/ FT'G. DOWN 3 11V FROM I/SUB FINISHED 4" o STEEL COLUM CLOSET 39" x 39' x 12" THICK C I P, LL CONCRETE COLUMN FOOTING 0 I -HOLD T/IT'G. DOWN 31/2' FROM T/ SLAB j ILO SHOTECT „� UPI I TO NOS[ G OETECTO Ir F \\ I 1 HA D IL I OPT. , \ I F LL BATH No ALL UP 5TEPFD NDATION OUGH-IN WALL FO VENEERTi GRADEP RSIANDnr —22'41!4- 5'-1D' 3.9'• AND GUI ELINES ON TD NOSING TD NO51 G OTL SHT D2.3 1 --�_--- WBxIB STEEL BEAM _+ OF -4• K B• x B I/B"E, L t J BEAM POCKET B'-11h" L_LJ i°a OF COWMN TO L OF COLUMN P TO L OF COLUMN [ HOLD T/GARAGE SUB DOWN V FROM T/FOUNDATION AND 39"x39 xl2'THICK C.LP SLOPE TOO. H. DOORS 8 CONCRETE COLUMN FI'G nE I� -HOLD T/FTG, DOWN 3 1/2' FROM T/ SLAB IO 9j£' ^� Lp'-B" o 'p I q'0STEEL COLD MN m TOL PIER FIG. TO PIER/FIG. 3 O III j �a 9' BEAM B l/B"0. 3 'FCOOL BEAM POCKET I IO'[M1k. C.LP. CONIC 09 D21 0' x B' x B t/B"E. I CONCRETE81K20 FOOTINGS BEAM LEDGE 10^ UNEXCAVATED 24,•x24.PIER 'F D29 I o - SHOWN BELOW GRADE BEAM OINTWBxIO Si EL BEAM L--- J - DEPTH TO BEARING SOIL Q 3a" x 35' x l2"d CONIC FIG. o e _ _ - - SHOWN BELOW BELOW PIER I—•p0.EBAR@10'oc 2x9 KEYWAY C 6 e• -MIN. 2'COVER 2x4 NOTCH SLOPED 3" FROM REAR TO FRONT FOR BEAR SUPPORT a ' I I 6• ,�^ LINE OF PORCH ABOVE °h I — \ r4 ASTUBBED — ouUrT AND I0 C. 1 n. - svAcSD IS- s• C. _ HOLD T/WALL DOWN 31/2" FOR PORCH STAB 60'J'• HOLD THROUGH s. IUE' 6'.1?6• 12'-5�T° O') FOUNDATION PLAN SWL v- 1' 7 E rn O L v a E m a ` U 0 y ti V io S z @ u a m$ s 5 3 E °n LEE0 ED ED % _ V i 13 i S iw w u _ om O _wc. CL _ UU ¢" li Ian o. ep w m°CL z n w N mru arwr LNa a boa FoKo Bc `\ �o`Z nnaulu. Y F-? '' 2j0 1111111 \ T5) Z a J � Q W LLI p Z m 0 N >' 0 � O V_ K LLI m �z H n/ W Q I F w � I O U O I Z QO ❑ c� W 05� Z 5Q O W � � L 3 p w 3o O z ED m LL w w DUEa 9 D_ O N m w N W Z 2:03 0 x a Sheet No. A20O Job No. 05F010440000 60'J'• HOLD THROUGH s. IUE' 6'.1?6• 12'-5�T° O') FOUNDATION PLAN SWL v- 1' 7 E rn O L v a E m a ` U 0 y ti V io S z @ u a m$ s 5 3 E °n LEE0 ED ED % _ V i 13 i S iw w u _ om O _wc. CL _ UU ¢" li Ian o. ep w m°CL z n w N mru arwr LNa a boa FoKo Bc `\ �o`Z nnaulu. Y F-? '' 2j0 1111111 \ T5) Z a J � Q W LLI p Z m 0 N >' 0 � O V_ K LLI m �z H n/ W Q I F w � I O U O I Z QO ❑ c� W 05� Z 5Q O W � � L 3 p w 3o O z ED m LL w w DUEa 9 D_ O N m w N W Z 2:03 0 x a Sheet No. A20O Job No. 05F010440000 `\ �o`Z nnaulu. Y F-? '' 2j0 1111111 \ T5) Z a J � Q W LLI p Z m 0 N >' 0 � O V_ K LLI m �z H n/ W Q I F w � I O U O I Z QO ❑ c� W 05� Z 5Q O W � � L 3 p w 3o O z ED m LL w w DUEa 9 D_ O N m w N W Z 2:03 0 x a Sheet No. A20O Job No. 05F010440000 T5) Z a J � Q W LLI p Z m 0 N >' 0 � O V_ K LLI m �z H n/ W Q I F w � I O U O I Z QO ❑ c� W 05� Z 5Q O W � � L 3 p w 3o O z ED m LL w w DUEa 9 D_ O N m w N W Z 2:03 0 x a Sheet No. A20O Job No. 05F010440000 RELEASED FOR CONSTRI "EXTERIOR"FRAMED WALLS 2x4 PRESSURE TREATED SILL PLATES. 2x6 PRESSURE TREATED TOP RATE, RIPPED TO 4T, HELD TIGHT TO FOUNDATION WALL 2x4 STUDS @ 24"o. c. W R-13 BATT INSULATION, VAPOR BARRIER, AND Ii" FINISHED DRYWALL PROVIDE PT 2x4 (SCRIBED VERTICALLY TO FOUNDATION WALL) STUDS EVERY 10'40", FASTENED TO 2x4 WALL STUDS FOR HORIZONTAL FIRE BLOCKING. "IERERIOR" FRAMED WALLS 2x4 PRESSURE TREATED SILL PLATE. 2x4 TOP PLATE. 2x4 STUDS AD 24"Ac. w/ %" DR)i ON 1 CTION SIDE ONLY. Subject to compliance with all regulations of State and meal Codes City d Camel �VT�'�B*VAWML_ DATE: \ 09/06/19 0 FINISHED BASEMENT FRAMING PLAN SCALE 1/4"= 1'-0" p �E a P O M O P L m L 2 d H p 6 E N L N y N a Y o$ S = U 5 o E u wouox F m 3 10 4r o LL QN I_r o }o} =w �U O mNm •v;N O_ W O O N O ate' Qaw¢ LUCc � Z oC W Q GQ z Q O OK! N a = W 0 O Q) V W m LJ H 3 Q ua I w � I = z I O 1 U _ O I Z K O Q O z z 0 5 c+ V � z g 5Q O � z w = 3 3 o O p w w m LL z w w � w m 0 5 o v S o. Sheet No. A201 Job No. 05f010440000 0 O LL O a WINDOW HEADER NOTE: See- PLATE HELGNI: FRAME ALL WINDOW HEADERS AT 81 '* OFF SUBFLOOR FOR ALL FLOOR MATERIALS 911' PLATE MEANT: FRAME ALL WINDOW HEADERS AT 93 n'* OFF SUBFLOOR FOR ALL FLOOR MATERIALS 10--1'PLATE MEANT FRAME ALL WINDOW HEADERS AT 105 A'* OFF SUBFLOOR FOR ALL FLOOR MATERIALS - UNLESS OTHERWISE NOTED ON MANS ROOM OPENING HEADER NOTE: 8'-1' Ist FLOOR PLATE HEIGHT: FRAME ALL 1R FLOOR ROOM OPENING HEADERS AT 81 %'* OFF SUBFLOOR FOR ALL FLOOR MATERIALSR 9el' 1FLOOR PLATE HEIGHT: FRAME ALL 1st FLOOR ROOM OPENING HEADERS AT 93 LIN' OFF SUBFLOOR FOR ALL FLOOR MATERIALS IONIC JetFLOpI PLATE HEIGHT: FRAME ALL lst FLOOR ROOM OPENING HEADERS AT 105 sG"* OFF SUBFLOOR FOR ALL FLOOR MATERIALS ` UNLESS OTHERWISE NOTED ON PLANS FLOOR PLAN NOTE: 1. ALL EXTERIOR WALLS SHALL BE FRAMED AD 16" O.C. 2. INTERIOR WALLS SHADED AS — INDICATES INTERIOR LOAD BEARING WALL TO BE FRAMED @ 19.2" o.c. (UNLESS OTHERWISE NOTED ON PLAN) - ALIGN JOISTS W/ STUDS. 3. INTERIOR WALLS SHADED AS INDICATES INTERIOR WALLS TO BE FRAMED @ 16" D.C. RELEASED FOR C Subject to compliance with all regulations of State and Local Codes � City IF Camel DATE: \\ 09/06/19 ONSiRUCTION 1 SETT/WINDOWS @8'-3"AEE R O . A, 2 HEARTH z281 sn 506E sX TTTi OORJOISTS w/T/FLOOR JOISTS 2816E 506P 281 JA16P ROOM 90MPA90 a oeeoeeoeeoeeoee-Po o .._. _L 5'-4' 2 19 - _ r SET T/ 2860 A 5060 WINDOWS @ 5'-91/4' AF F .i- L Ir'J SET T/ 2816 @ 5016 WINDOWS @ W-9 3/4' AFF. m OlIN ❑ a z l ms. rI — — 45^ `yi i _--'.' •-ah•'. 3•a• r-s�i4" 7-6 121-1a• J' w SETT/WINDOWS 0 V-3'A.F.F. y,^ DELUXE TRIM OPENING O FAMILY TWO-STORY , 'a DINING FAMILY ROOM 12 Wh 1r-1r' — l L u LAUNDRY ____iI ' 19 k " O __ D3�o II Lo THIRD -CAR GARAGE ] A° la ;; = _ _ _ Ba m O NOTE L II ,t xx fi.3 SET GARAGE WALL HOG @ L — m A6.L ______ `.. ICJ i £_ N IO'-O 1/2" ABV. T/ FWD. WALL DROP CEILING T___-y c 5i2..J m S �O TOA-0"A.F.F. L o O 2'-9<" T m ., o U IF---- m o o 0 Ol O \ / I J, 6.2 \ q I 3.-q 5..3. \ 4'd4" T-4' 3.-5. Sj'z" - \ FAMILY --j J IX. CASED OPENING OPENING TO STAIRS ®® ----- ----- FOYER VENT RAN EXTERIOR - — 0 \ 2'-5' z -PROVIDE 2x10 FLAT ON W 11 X m o @OCK60'I FF ® @ oe}I m "s0 m II 5 KITCHEN JA. . Se / \ INSISTS STEEL EEAMe t / \\ I „ H DR L _ a (4) cx4JACK STUi EA. END N J`OTk 1 3'-1" / 6'-2SIm o I 15'-2' p- ^ 6" H ID 1•-11^ 1 4'-sYi" - PROVIDE s 1/4'w. x 9 s/8' It to 20- MIN. m r BEAM POCKETS m - - S' B WOOD RAILING UP £ _ - ATTACH BEAM TO JACK STUDS a'w DROP CLG. (3) JACK STOICS N DN w/ (2) 3/8" x 3"LONG (MIN.) LAG I TO B'-1" SCREWS (ONE@ EA. SIDE 4➢ - 5'-Jy' 16'-D .' ll" 2'-e' 3'-s!f" s-8.¢ — END OF IiEAM) 1 ______ OD OFN' .�'. `x _ _ _ _ _ f _ F RAWN PIPE (3) 2x10 FLUSH) 9'0'ST0'O.X. GMI WOR T-NtACING@ A6.1 i POWDER BEAM ABOVE R2;D c0MM0n WALL _ __Pi a DB m J'-Oij" fi'-2R/t" Oq 6'-2' XX IN 13'-15f' 2 6.4 m E - AR TWO C GARAGEOI 1 =1 i �r in o NOTE: lA U 0 2 In I¢ OSET GARAGE WALL HEIGHT@ 64- Z a OW O 10'-01/2" ABV. T/ FND. WALL 10•-0" w 1%" 5'-JT/" w 13" 12'-W/• ^a o`� ra I e DINING FOYER: On STUDY iw ES£W„ w of71 " o9 os9z3Dffia GooI �m (5) 2X4 CRIPPLES BETWEEN a lE A6.3 6.4QWwNa N j_ STEEL BEAMS A6.4mWWWW tJ f�a6.3 -64 ONXX ON- Ni^ �� W32x35 STEEL BEAM na.Dein co e Q(5)L6 ]ACKSNDS (5J'6080 PATIO PROVIDE J 1/2"w. x 14" E. BEAM POCKET AP O J I - ATTACH BEAM TO JACK STUDS w/(2)318" 03.0 1C 1J' SL iB 0 x 3"LONG (MIN.) LAG SCREWS (ONE @ 6'4ccr �18 �q EA. SIDE @ END OF BEAM) L L — - - 0 B4 = SETT/WINDOWS@8•A 3/4" f< p 1.2 OFF T/FND. WALLAt J 30605X 30605X 2' T G�¢" v A GIRDE TRU55 ABOVE 2 © OS Z IN 2<30P 2430E 2430E (2)TS (2)J.S N w 11 1 1 11 A3.2 IINy l ¢ O 1056 SX ❑i 9'-o• _ 2'-01 1'-lli6• _ T-10' T-10" 2'-4%' 5'-O%s" _ P-117,J" T 356' _ 3'-4%' 4'-BW,' 04 Al.l 6'-2 a" _ 5'-Joi 0 FIRST FLOOR FRAMING PLAN SCALE 1/4"= 1'_0" Yi p $� �o v W m E 0 m t m _JW a 0 E @J u 0 0 0 H Y O m O m 5 2 u At N O F To E � w w 3 g^ Q_ a 1 N - 9_ 2= LI CD tL N 'w }gym ✓i In m O W or QC ' OOVJ LL CL SOW pis ¢�w� L TrmrU< EEC OG� z0 DQ Mai Uua N Z K � w W Q CQ LA 0 0 O OK N a = w 0 O � L) K D] LL `z � 3 Q uJ I � � w I L I O Z K OLLJ Q O Q og cH V W Z 3Q O Z JET 3 = 3 o O O rH zOD w m a LL w w � (n O w m w z 0g o v _ — x a Sheet No. A30 Job No. 0Y010440000 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes CiityUG�F Carmel �VT�Vt�0F14TWML DATE: \\ 09/06/19 OUTSIDE FRAMING TO CENTER OF FIRST IOISI 29 D3.0 OUTSIDE FRAMING TO CENTER OF FIRST JOIST 5i-8" 52--0" 1, 2-0" 16'-0" 36'-0" 19 ,' 12'-�Rq1961" 20RI" JEW 16%m 4'-9%m 201 18%m 20-gi 143/g" y3^ 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 I I I I I I I I 2,31] > I o'-I 10iss JJb ISSox, 0 I I I cS IE 112-0^ ° o 2xT) 2+I0+14'- o' IOLSTS Ca 192'oc. JOISTS @ 19 2 ID 0II IIIVIIII �BIp1 III x10x14'-0" 2x1Oxl6'-O'I06T5 192'1c 2v10v 16'-0"JOI @]92"ac 2xl0x 8'-0" JOISTS 1119.2"o.c OOUSILL EVERY OTI OR OOU9LE EVERY OTHER 4 JOISTS 019 ? cNO @ @ F F 0 0 0 co CO o _ C 12'-118' v'ar 8' iojY o DRAIN EJOESINDJOISTS BERM FOR BEARING WNLL SUPPORT WALL. � --- REVERSE Inv BE 2 10 x 16'-0 lours 2v10 v lb ' JOISTS @ 19.2 o.c 2 10 14'-0" 19.2"o.c DOu61E EVER r oIH OR JOISTS 19. 2' o. cIn 2x10 BLOCKING, ILA zxm.vo]oissc 19.2 01 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 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 I I I I I I 127/0. 12^ y9'-2%' 4%' 163/4' 16%' 9'-Ty" 19y" 20% 6'-43' 19y' 8'0' 14oh' 13' 14'-0" T'-B' 12'-4" 21'-8" 34'-0- 2'-W 5J-8" OUTSIDE FRAMING TO ENTER OF FIRST JOIST OUTSIDE FRAMING TO ENTER OF FIRST JOIST O1 FIRST FLOOR JOIST LAYOUT SCALE 1/4"= 1'-0" c o aU mO m m E 0 0 O t U c @ f O BE 0 E r N m Bit Bit 111 7 IS IS a IN ON IIION - O m 2 U d W No O~ YIN3 E armVI 9 p — I c BE GE in } p} =A' u mNm J) a K W -Oun Z W urc= mtiU IN Is �ll Cati>ti LNG �OQ f0a0 OCa tN z Be WwSz w W a O u Z m O O Be N w 0 O s< V_ I— K m LLI H Q w 1 w 1 I = z I O 1 K Z O 1-4 �O Q p T-� V w og 5Q O Z _ w 3 o O O z w w m LL w w O W m N w z 03 o v 2 a _ — Sheet No. A5,0� Job No. 051`010440000 WINDOW HEADER NOTE: 8'-1" PLATE HEIGHT: FRAME ALL WINDOW HEADERS AT 81 rsi"* OFF W BFLOOR FOR ALL FLOOR MATERIALS 9'-1" PLATE HEIGHT: FRAME ALL WINDOW HEADERS AT 93 %'* OFF SIIBFLOOR FOR ALL FLOOR MATERIALS 10'-1' PLATE HEIGHT: FRAME ALL WINDOW HEADERS AT 105 %"* OFF SUBFLOOR TOR ALL FLOOR MATERIALS * UNLESS OTHER WISE NOTED ONPLANS ROOM OPENING HEADER NOTE: Ill 1R FLOOR PLATE HEIGHT: FRAME ALL lrt FLOOR ROOM OPENING HEADERS AT 81 IH-* OFF SUBFLOOR FOR ALL FLOOR MATERIALS 9--1' 1st FLOOR PLATE HEIGHT: FRAME ALL 1A FLOOR ROOM OPENING HEADERS AT 93 r"' OFF SUBFLOOR TOR ALL FLOOR MATERIALS 30--1' let FLOOR PLATE HEIGHT: FRAME ALL 1st FLOOR ROOM OPENING HEADERS AT 105 n-* OFF SDBFLWR MR ALL FLOOR MATERL Ls ' UNLESS OTHER Mae NOTED ON PLANS FLOOR PLAN NOTE: 1. ALL EXTERIOR WALLS SHALL BE FRAMED @ 16" O.C. 2. INTERIOR WALLS SHADED AS — INDICATES INTERIOR LOAD BEARING WALL TO BE FRAMED @ 19.2" o.c. (UNLESS OTHERWISE NOTED ON PLAN) - ALIGN JOISTS w/ STUDS. 3. INTERIOR WALLS SHADED AS INDICATES INTERIOR WALLS TO BE FRAMED @ 16" o.c. LEGEND - STRUCTURAL HEADERS and BEAMS: El No Header 1 (1) 2x12 Header 2x (2) 2x12 Header 31 (2) 2x12 Header - w/ h" Plywood Flitch it qx (3) 2x12 Header (1) 2x10 Header 6 (2) 2x10 Header 7x (2) 2x10 Header - w/ h" Plywood Flitch e Bx (3) 2x10 Header gx (1) 2x8 Header qpx (2) 2x8 Header 17 (2) 2x8 Header - w/ Ya" Plywood Flitch it 12x (3) 2x8 Header 13x (1) 13/4" x Ji LVL Header 1qx (2) 13/4" x 111/4" LVL Header 97 (3) 13/4" x 11Y4" LVL Header i8x (4) la/A" x 1P/a" LVL Header , (1) 13/a" x 91/A" LVL Header 18x (2) 13/4" x 91/4" LVL Header 19x (3) In/" x 9Yo" LVL Header ® (4) 13/4" x 9Yq" LVL Header IF (1) 13/4" x7y" LVL Header El(2) la/A" x 7Yp" LVL Header (3) 13/a" x 7Yy" LVL Header qx (4) In/" x 7Y4" LVL Header (1) 2x12 Header / (1) Jack Stud @ each side of each window 2x12 Header ®(2) w/ (1) Jack Stud @ each side of each window (1) 2x10 Header w/ (1) lack Stud @ each side of each window 2x10 Header ®(2) w/ (1) lack Stud @ each side of each window ® (1) 13/" x 14" LVL Header ® (2) 1a/" x 14" LVL Header F(1) 13/4" x 16" LVL Header ® (2) 13/a" x 16" LVL Header M(1) 13/q" x 18" LVL Header 9 (2) In/" x 18" LVL Header ® (1) 13/4" x 20" LVL Header ® (2) 13/" x 20" LVL Header NOTE: Bold number ientihes header type, small number in corner Identifies # oflack studs on each side of header / beam. - No. of jack studs will vary- refer to plan. - No. or Jack Studs, ea. side XX c -l- Type RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City IF Camel sVTGsidpa �DAA��//\\��'� K DATE: \\ 09/06/19 01 SECOND FLOOR FRAMING PLAN SCALL 1/4"= 1'-0" = Ei mo mO P m 2 E o O t c a f O a y 0 Ea E L N y x d N e H rn Y v O O m a a = n m O 0 q E d ad vre 3 _ f°^ �fj Uh a s O 13ad i 'c LU ad h _ }o} -> mNil o 0 o a tY l o m Z N F Of) 2, ED V5 Oaz aam u.nOQ MO1O O T) Z ♦ (L/ J Q Sw W p Q UJ 0 O N 9r = > � O � V �— K m LU / w F I w A = z I O O _ O Z IY O ee Q O Q cf W 0 5 Q O Z w = L O O ° ud Z w w m a LL w w � O wV) m N w z 03 ° S a _ — Sheet No. A3, 1 Job No. 011,10440000 0 0 U. P w RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City Df Camel DATE: 09/06/19 68_0" 2x6 BALLOON FRAME WALL a-_-_- -_-_-_I CLEAR SPAN FLUSH BEAM NOTE: TRIPLE 13/4" x 91/4" MICRO-i LVL's M / (3) JACK STUDS @ EACH END FLUSH BEAM NOTE: UBLE 2xIO MUSH DEAN 1 W/ (2)JA K STUDS 0 EA, ND 1iRUSH BEAM NOTE: / DOUBLE 13/4" x 9 1/4" MICRO -LAM LVL's - -w/ (3) JACK STUDS As EACH ENO I I I I I I I I I I I I 2x 10x8'-0"]GIS@ TS lA2o.uo 2_x1_0 B'_-0_'JOISTS [u1_92_'_0 [ ._ / III II III III III VJ r [�N o _x _ __ n_• o G 00 2x10 % 16'-0 J015T5C 39.2n So 19 2 1 EVERY gV ] 2-10§.9. 3'-ia" 4'-11" g•2 ?' 2,11 l4-OVOISTS@192'1L — 10'-25" K DRAIN eta pM TCJ 9 CJ m '" 3 o J — — — — — — ry 0 D 0 0 0 0 — — — — 6 °0 o L..tT4.� im IImIII1II ry 2x1 o x 1'6 0' JOISTS @ 19.2"O.c. 2xm x 6-O" JOISTS c 19.2 0,C — N u 2x10 x 14'-0" JOISTS @ 19.2"o.c. = D N G 0 5 o " CC - 2x I0x 16'-o'JOISTS Cd 192"0. c. m 0 0 o c g x 0 D RAINS• m a I— IS 0 �_ I * ll I Idly L DB . zxiD B'-d°.Fw BNM l I I I I_1 L = o 18'-0" 68'-0" FLUSH BEAM NOTE: TRIPLE 2x10 x 8'-0" FLUSH BEAM -W/ (3) JACK STUDS 0 N. END 2x4's 0 12" O.C. SET FLUSH w/ T/ 2nd FLOOR JOISTS SEE DINT, OS/AS.1 FOR LEDGER NOTE: 2x4 @ T/ 2x10 JOIST FOR PLYWOOD SPAN - SET RUSH W/ T/ and RR. JOISTS r L ¢ P E a a m O P t m U z (ERN H O 6 E W 0 y y a Y O m m 6 n my = U E = 4 n v F m 3 g^ P 9_ 1 2= N - O Q }Om w CO NM ILL. CC �w OOuI Z In F VI us= ..i VIwIII >.. pwtu 0¢z Q¢wQ ooi� OQ xOG.'O Vua N Z K � w LLJ V Q Z Q O OK N a = W > O < V_ K m LLJ � 3 Q w � I � w I � I = O 1 K Z w O Q O p c+ V w z g Q C) Z = 3 w 3 0 0 z OD w m a LL w w � O w m n w z 0 5 o v _ — x a Sheet No. A50 1 Job No. OY010440000