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HomeMy WebLinkAboutVail Das Schone Filing 1 Block A Lot 10.pdf yVe wish to take this opportunity to thank you for including our C. Builder shall be responsible for support of all temporary �' Moisture C8ntemtO~f^hOU 0wC8ncr~eteun`itSpe-xrA GT8CS0 WOOD B. Top plates ahaUbedou^Nedo» all stud walls.^" D. |n crawl spaces provide r o-vk e 8 n U polyethylene ah e e t a or r company in your proposed building venture. When you p|aouU embankments and excavations. atdnenf laying oh�| not exceed 306 of total absorption. 1. Naiarim|n: C. Cripples under neao:'u »na|/ be continuous to no|o plate. "Momtop over entire ground area and up the awteno r your order, mepresume that youno tioedthajthenep|anoaro 2� B ac kfiU� 2� Mortar: A. G mw» lumber. U. Block all stud walls as required for sheathing. foundation waUstothe nudo iUs' V �f insulation (!f copyrighted. |f you did noLve take this opp»�«nityt» again E B|ouking2" wide of equal depth of the members mhaU shown'on'D^^~ |' s) tVbeapp|iedoverthepO|yethy|e n e call itto your�ten\ion, and explain what it means t« you. A. Baokfi|| sheUbep|aomdn0nnnexounnun A. Mortar � 1) Sawn lumber calculations are based nn Douglas Fip be provided between aUjoists and rafters attheir vapor barrier.-Provide 12" minimum laps between two compacted toa minimum density of056 (under slabs- 81. Larch, except au shown otherwise on Drawings, graded ouppoda, unless members are nailed toari 'uioL sections rimr, and tape tight. 1. Ve are selling you the right \o build only one structure on-grade) and0O% (e|aewhero) ofnaximundono|tyot B. Mn�arshall beretmnpenydan required tu keep itplastic, in accordance with Standard Grading Rules ofVVPA F. Beams, girders, and joists auppo�ingbearing walls or Items 4-5-6 optional, choose one: from theme plans. optimum moisture content as determined by AASH{ shall be used within 1 hour of initial mixing, and shall or Rule No. 10ofV{ LB' as follows: other concentrated |oeda` shall not be notched. Joists, 4� Blown insulation:thi k neeomayvaryvith manufacturer. 2� y * are selling this right to you alone and no one else Standard T99. not bo allowed to stand for longer than �� hour vdhout a' Light Framing-No. 2 and better except ea above, may be notched »« deeper than 1/4the except the conbaotoryou might engage who ialikewise B. Baokfi|| shall consist Vfnon'oxpanaivo. free-draining, remixing. Minimum 18O0pei� b. Studs-No. 2 and better (Light Framing) depth at top edge on|y' provided such notch ialocated Fiberglas Rookv"o| Cellulose limited to the construction nf your specific building. predominantly granular material, free nf debris and 3. Grout: o. Joists and Planks-No. 1 and better within 1/810 1/4ofspan from face ofauppo� Savoufs R'38 17.5 12.75" U.5" 3. If these plans are copied, or reproduced by any method organic material. A Grout shall be proportioned in conformance with ASTM d. Beams and Stringers-Dense No. 1 and better for notches shall not overrun depth of notch. Holes in R'38 137b" 10.25" 7.5" whether mechanical O/ physical, Uy anyone except 3� Footings: C476 except ao otherwise epecified Maximum size n. Posts and Timbers-Dense No. 1 and he#8r joists, beams, and girders shall not be larger i ' diameter R_24 11.00, 8.25, 6.011 ourae|»eo, e«enforthaork�na |Yi»ia»d»datruoture' «ewi)| A. Footings are sized for a minimum total load bearing aggregate shall be3/8" 2) @| 2" lumber shall be seasoned to19% maximum than '/1O the depth of member and shall bmlocated R'19 8'75" 6.50" 4.811 nO longer be responsible for the 8CCun*cy of the P|3nG and pn»SaurS Of 2000 pSf' except as shown otherwise on B. Grout shall have an average 28-day U|tin8d8 C0npr8SSiv8 8OiSt«n3 C0nt8nt' within center half of the span. All holes shall "" centered 5. Batt insulation: Fiberglas or r0Ck» »O| b8�S may be use in will take appropriate legal action against the copier under Drawings. strength nf250Opsi. 3> All wood i» contact with concrete, masonry, orsoil v |th| depthofnemh-'Ho|~aandnotchem | ' ~tude combinations to obtain higher ' R' �tinge. Thicknesses copyright and p|ageris » laws. B. FooUnAashall be placed ata depth to conform tolocal C. Grout shall Ue mixed with sufficient water tobepropndy shall b* pressure treated per UBC Standard 25'12. shall ~e located within ''3 Qf height from e/th= `"por shown are for rookmon|. 4' If any building is constructed from these plans other than codes. placed in cells without oeApeQeUo». B. Glued-laminated members shall be Douglas FipLerchor bottom but no closer than 8" from plates. Holes and R'22. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .G��" thick the one for which the plans were originally purchased, we C. Final 3" of excavation ohe|| be removed by hand tool D Mortar shall not be used for` or \n' the gnout� equa|' conforming with A|TC203-7O and C8'253'G3 notches in studs shall not exceed 1" in diameter or R'19 ' � � � � ' � � � ' � � ' � � � � � � � � � � � � � � � � � � � � ' � ' � � ' .6 " thiok claim the right to recover edesign fee in theano«nt »fthe operations in order to assure undisturbed bearing E No lime ohaU be allowed in grout. fabricated withwet'«oe adhesive. depth Studs in exterior walls ahaU not benotnhed R'11 ' . ' . . . . . . . . . ' . . . . ' . . . . . ' . . . . ' . . . . . . . . .3t6" thick original cost of the plans P|«o |*Aa\ fees if any are incurred. surfaces. F Grout shall he nixed in a n -nh--ioa| mixer for ad least 1> Grade combination "22F" unless otherwise specified G. Joists, rafters, and decking shall not be out and headed R'7 2t4" thick HOME BUILDING PLAN SERVICE, INC. does not guarantee the D. Footings shall be founded onfirm, undisturbed, native, 5 minutes �heraUwater to be used has been added. on Drawings. nr displaced `" provide for openings in roofs orf|vvm' R� � � � . ' ' . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . 1t�" thi»k availability of any manufactured product suggested or specified free draining aoi|a� Conditions found t 0 b eotherwise Ready mixed grout ah U oonk]rnbo all apP|i eb|* C All plywood shall be identified by grade mark ofan except an detailed onDrawings. 8. Insulation, hgidtype vn these plans nrap8o\f\catiOnS Builder iS advised to verify the shall oe reported roO« nmr sPo«nimaz ionso/ *S/ mC9*' m» water u/ u/| »o added tn approved inspection agency and She| be Standard ( -D, *,mz` \|ityo� aUnanufaoturedr»oduotabefonapn000edinAvi�h E. �o»» neunaco"on noounyushaUnot slope more than ready mix grout e/ne' its discharge from mixer. Grout Flat Interior with ext. glue unless othomiaespecified H. |natoUaU horizontal members with crown up. A. Styrofoam construction, especially those items affecting rough openings 1.0 vertical to 10.0 ^or'zn^^a|` except as shown otherwise shall be placed within 1 hour of the initial mixing. on Drawings. I. All members in bearing shall be accurately out Urethane (Polystyrene) D. Light timber decking shall bm constructed with 2" tongue and aligned oo that full bearing ia provided without use 1" thick F- 833 F- 5 or other dimensions on the plans. on Drawings. 4. Specified 28-day compressive strength 8S determined by and groove plank commercial decking grade marked by of shims. Bearing posts shall have full blocking Ur 11/2" thick R'12.5 F- 7.5 The purchaser is further advised thadthese plans were designed F. No excavation shall bo made lower and closer prism tests shall be 1350 psi (f'nn = 1350 Poi). an approved inspection agency. Decking shall be laid support under. 2" think R-1 6.66 R-10. 0 to conform to the most recent Uniform Building Code at the footing than 1.0 vertical to 30 horizontal, except as 5� Proper units shall be used to provide for all « i»do» a' doors, in uType V Pattern (randomly spaced and matched *»d 3" thick R-25.0 R-15.0 time they were drawn. Constant changes in national codes, shown on Drawings. bond beans` lintels, pilasters, etc., with a minimum of ]ointo with each plank bearing onod least one eupport) J. All rafters shall be notched for full bearing at all supports.t0g8the with environmental qualifications and )Do@| options G. All ground over which footings and slabs-on-grade are to cutting. K. All joists ohe|| have a minimum »f2" bearing at supports. B. Fire Hazards: especially in plumbing and wiring codes, makes absolute be p|ooad shall be free of expansive or compressible 2� COnn�otions Lapping joists shall have 0" laps centered over interior When plastic foams are used in any interior applications |iCad\onS conformity with all building restrictions impossible. Therefore, debris and organic material. G' All nnae«»rY units shall be clean and sound when |aYad up. A. Nailing. K4ininnunn nailing requirements for standard supports. afina barrier must be applied over the unprotected foam the use of these plans \a subject to local code requirements H. Footings and n|abs-on-grmjo concrete shall not bm Hollow concrete units shall bo dry when |myed up. Stone connections unless specifically shown or noted otherwise. L Ledgers and stud vva|| foundation sill plates shall be au�oo*' {�»»*ri»Qaused for protection should bechosen and interpretations. placed on muddy or frozen ground. Sub-grade for slabs- and brick units ahm|| be saturated surface dry when |aynd Automatic nailing or stapling devices shall not be used L. bolted to concrete with anchor bolts of size and minimum for their fire protection of the fonnn' i.«.` gypsum wall- Again, we thank you for your order which we accept under on-grade where vapor barrier is not required ohu|| be up. without prior approval of method and fastener byOwner. spacing as shown on Drawings. At least two bolts board. these conditions, and we nanna\n available toassist you in any damp at time of on»crmtm placement. 7. Lay masonry in running bond except as designated NV. or Size of Nail shall be provided for each piece with one bolt within l Fnanni»Q K4annbera: . way wecan. CONCRETE otherwise on Ora««i»ga' p'»»ida masonry bonds at all o/c of Box or 12" of each end. It may become necessary to increase depth of framing 1� Concrete construction shall conform to "Specifications for corners and intersections. Item --N-Nails-' { »nnon M.All wall sheathing shall be applied as follows: Center members to accommodate thicker insulation materials than STRUCTURAL SPECIFICATIONS Structural Concrete for Bui|dings` (AC| 301)' "Recommended 8. Grout all cells containing reinforcement, bn|ta' or indicated Joint vertical joints over studs and center horizontal joints that shown on Drawings. GENERAL Practice for Concrete Formwork" (AC| 347). "Recommended oa grouted onDravinge Wood, paper, oroardboardnha|| Toe nail to plates, sill orgirder 3 8d over 2" blocking orP| t«� N i| top of panels t odouble GYPSUM DRYWALL: 1. itie suggested that the Owner avail themselves ofA|/ Practice for Measuring, Mixing, Transporting, and Placing not be used ae grout dams. Tn parallel alternate joists 3 16d top plate, o»dna/| ootzonorPa»e|a to anchored »/|| Provide gypsum wallboard of type and thickness indicated on Documents such as A}A Document A107 "Standard Form of Concrete (AC| 304).` �.� Cells not filled with A'»«t shall be filled with »e/rniou|ita At laps over bearing, face nail 3 1Gd plate. APP|Y QYPn«rn board so that end ]ninta of adjacent Drawings. (�ypounn board work and materials shall meet all Agreement Between C)vvnerand ��nntrentor`'' aahodform A. {�onoretashall have minimunn28'day field cured poured insulation nnafm'ia|. ALL cells shall receive fill. Studs ' courses d» not occur over the same stud. requirements of ANSI No�A97'1' for the ''App|ioationand Agreement for Small Construction Contracts (where basis compressive strength of2500psi (f'o = 2500 psi), 9. Masonry shall be |8yed Up and grouted in lifts not exceeding End nail t0 plates 2 18d P|yvvVVd Sheathing: Install with face grain at right angles Finishing of VVa||b»8rd.'` Joint compound aYatenn mixed, i t d ofpayrnentisa Stipulated Sunn). unless othervviaeapenified 4'-0" Vo�ioa| groutpoureuha|| beatopped1-1/2'' be|ovv fo supports, continuous over tvvo (2) or more spans. applied, and finished |nconnp| anoevv|1k manufacturer's prn � For other contracts the A|/� issues standard forms of B. Use air-entraining admixture in all concrete, providing the top of the top most unit. Each bond beam shall be Or nail � n�� aid* 4 8d A||ovv minimum space 1/16-inch between end joints and directions; to be invisible after finished, including all metal Owner-Contractor Agreements and "Standard General not less than 4% nor more than 8% entrained air for grouted with lift below. Top Plates 1/8-inch at edge joints for expansion and contraction corner beads & trim. Conditions of the Contract for Cnnetruotion" for use in concrete exposed to freezing and thawing, and from 2% 10. All beams and lintels shall be grouted such that horizontal Spike together 16" o/« 16d of panels. Gypsum wallboard on stud walls: cooler nails at 7" o/c all connection therewith. to 4% for other concrete. grout travel is |inni1od to two feet. Laps & intero*ctionn, face nail 2 16d N. Under|ayrnant: studs, plates, and b|onkingo--use 5d nails with 1/2" wallboard 2 CODES: The Uniform Building Code, latest edition, of the C. Admixtures containing chloride salts shall not be used. 11 All grout shall bo thoroughly consolidated, and Blocking 1) Lay undedaynnenton #6 Rosin sized sheathing paper, and 6d nails with 5/8" unless othervvioaohovvn on Drawings. � International Conference of ~uildin` Officials, with possible D. ��ateria|sfor(�»»crete: 1. p»d|a»dCeme»t-- ' reconsolidated, sing anneohan\oa| masonry vibrator. To plate 2 10d 2) Particleboard f|norund*r|aynnent shall conform to K�ERx�K8|{� TILE: modifications by local code administration, shall govern /\STK8 <� 150, Type as required. 2.|AQQnaQaten-�| id 1� K8amonry aha|| `ot be |ayad up orgrouted vvhen annbien� nrtoe nail 4 8d Type 1_B_1 of UB(� Standard No. 25_25. Under|aynnent A|| nnetoria|e innt�|\ation and vvor�nnanahip foroer�m\c ti|� - AS\ w1 '� Ju o xvaTor--pozao|e cnan free oTn/ a acids, '' shall be not less than 1/4inohin thickness and shall ' ` wher� nototh*rwi�� qua|ifi*dinth� 8P�cifi«ati»»� a|ka|i, and 'r-aniomatter. 4. Air "ntr`iningAd~i`(ur"^^ �- Masonry shall below 4^ `'degrees ~F. or above 0U degrees F. Toi»iotaaa«hnidn � 1Gd be identified bygred* nn~rkofana�provedinapactinn shall nonnp|yvvith ��NS| Specifications: A1/ B.4 and A10U.5 and _ 3. Site VVork: includes all den»o\ido». site clearing, excavation, AST�� {} �0O�" yVedopReduningAdmi��ure__AST&� <� 4y4, Masonry shall orto* »ai| 4 8d agency. Undedayrn*nta~a|| b� inota||edinaonordunue ^'Hendb»»kfor Conanni« Tile |nato||adon'' Published bYTile � filling, grading drainage, and related it*nnn n*nmaeerY to Typo A. |aaei 14 days after laying. When ambient temperatures Bridging with code and as recommended by manufacturer. Council »( Annerin� and are hereby rnod� part of this complete the work indicated on Drawings. E. Membrane-Forming Curing Compound: A8TW1 <� 300, exceed 80 degrees F.' units that have previously been |aYed Toe nail to joists, each end 2 8d 1/4" to -2"� Sd common 1_1/2" ring shank nails-__ 8P*oifivad\o». All tile shall comply with ANSI Specifications for 4 |n the event of conflict betvvaenpertinent codes and Type |; Hunt Process {�o� 225-TU, or �Wadden «P shall be given a very fine, light fog spray «f «vaterevery Studs '' ' G"o/o0Ded'� - &8"o/oeaohvvayinfie- (}erarnioTile A137.1. Junction between dieoinni|arsurfaces to ' nagu|ationaandreferennndatanda,deofthene ''Permeshie|d71^ four hours until 48 hours have elapsed since laying up. {}ornor, angle, ormuKip|e 24" o/c 16d 5/8" to3/4": common or be grouted with G.E Silicone Rubber Sealant. Specifications, the more stringent provisions shall govern. F. Form Materials: MILD STEEL REINFORCEMENT FOR CONCRETE ' 2" X laminated beanao/ {inte|a S"o/o@ e dgea &8"o/neach way infield. RESILIENT FLOORING: 5' Structural Specifications and Drawings for this work have 1) Exposed Concrete Surfaces: pa»a|-tYPe to provide AND MASONRY 0� Building Felt: Provide sheet vinyl flooring in all areas indicated by'n w Owner. been »n er beenprepared in accordance with generally accepted continuous, straight, smooth finish. Use largest 1 Mild steel reinforcement for concrete and masonry Spike together 16" o/c 16d Sheet vinyl shall bo .O90 gauge, 72 inches wide bycontinuous engineering practice to meet minimum requirements of practical sizes to ninimizeformj»inte. construction shall be manufactured, detailed, fabricated, Dbl. joists orheaders Cover surfaces behind sidings, shingles, and where lengths, Armstrong BriQetine' Vinyl ( odnn in colors oeselected the latest edition of the Uniform Building ( ode 2) U»a»Pna*d Concrete Surfaces: Suitable material, and P|moed in accordance with Spike together, along ea. edge 10" o/o 18d indioatedonDnuvin�a with aap ho|t-euturated, non' by Owner. Sheet vinyl installation shall be the Pnrm\f|opP|ua dressed on at least 2 edges and One side for tight fit Plywood sheathing perforated, felt without wrinkles or buckles. Lap |nSt8||at\"n System. Provide reducer strips where required. Cut 8' Specifications and Drawings indicate finished structure. �' Concrete 'Bui|ding Code Requirements for Reinforced horizontal joints 3"' 0" atve�ioa| joints, and carry into to and around all permanent fixtures, leaving 1/16iB i|d er shall b e responsible forconatruoUnnnethoda. CononoLe' (AC| 318) and At edges of each sheet 6"o/c 38 " = 6d' openings, up 12" and down sides 8" minimum. maximum, caulk with G.E. Silicone Sealant. procedures, and conditions (including oafo1y), except aa conform to A8TWC94. Mix design alternate N»� 2. "Manual o f Standard Practice for Detailing 1/3" = 8d, 5� " = 1Od Locate end laps at |moat 18" from internal and external ' specifically indicated otherwise in the contract documents. A. At time of p|aoernonL concrete shall have aslump of Reinforced Concrete Structures" (A[}| 315) At interior of pen*|a 10"o/c 388" = 6d, corners. GLAZING: 7' Construction loads shall not overload structure nor shall 4" maximum (perASTN { 143). and shall be deformed steel bars conforming toASTK A615' 1/2" = 8d. 588" �_ 10d THERMAL AND MOISTURE PROTECTION: Tempered A|aao shall comply with Federal Standards 1`6 ' C F R they be in excess ofdesign loadings indicated on Drawings. B. All concrete shall be thoroughly consolidated during Grade 40. B. Sheathing shall be nailed as follows, except where 1 Apply Standard Dry Wall Products, |nc. "Thonoaea| 1201 U 8' Builder shall verify all natoriu|a' dimensions, and p|oo«» *»t using a » *«hanioo| vibrator. A. Ties, stirrups, and hoops shall conform to / GTK A815' shown otherwise: Foundation ( oating", foundation waterproofing, on all MOISTURE PROTECTION: conditions shown on Structural Drawings or noted in 3. Concrete when P|80ed Sh8|| have 3t8np8rat«»a between Grade 40. 1> Roof plywood: 8d nonnnn a( S" o/c at all supported baokO|| faces Of walls below o8�hgrade where interior face 1� Apply in strict accordance with manufacturer's printed Structural Specifications. Any variances within 50 degrees F. and 7U degrees F. T* nP*�d«»a »fconcrete B. Reinforcement shall not be bent in the field unless all Of edges and at12" o/c at interior aupporto' ofva|| iotowardan000upiedspao~ Provide ' Thonog|aze ' instructions. Structural Drawings and Specifications, or with conditions during nixing or transportation shall never be lower than the following Pr»»ioiOn» are met: 2> Floor plywood: 8d common at 6" o/c at all supported danPPr«»finA coating on all exposed surfaces of concrete 2� Caulk all joints around openings f0 provide Gvat8�ight encountered at ]obeite' shall berepn�edto Owner in 4O degrees F. nor higher than 8U degrees F. 1)The bars are o1 size #h and smaller. edges and at1O" o/c at interior euppo�m' walls above earth grade and f|a(vork not covered byfinish and airtight seal. Clean joints thoroughly. Areas writing before commencement of any work effected by A. During cold weather(ambient temperature below 40 2) A8T4 A615` Grade 40 bars are provided. 3)Wall plywood sheathing direct to framing: 10d common floor materials, all in strict r»»fonnen«e with manufacturer's ' such variance degrawaF) Qui|derahn|| rnaintuinnnnorotaat � 2 VV�|dodvvire �obricaha|| oon�ornntoASTK4A185 inas |ong a� 6" n/oa|| pano| edgoaandat12" o/o �ta\| intorior printad \na\runtiona --'---��' '- '-''''~ ~'~'' ~� '''~~'``~ '' ''` . . . � ' - - -- -- - x proper - - obtoina neat sealer line, h/eo nfetai '~ y. Builder ohuUrigidly adhere toaU laws, codes, and minimum tenPe�dunB «f5U degrees F' for 3 days and lengths aoPraoU«ab|*' studs. 2. Provide under aUconcrete slabs and f|atvork, "Koiatop"' au�anoa. Joints greater than 3/8inch '' -�-�-n�- ". ? *° be=� �~e ordinances which apply to this work. He shall notify and above 32 degrees F. for 14 doY» following its P|acmn «nt' 3. Splices: C. Anchor all studs at door openings, ends, and corners of by Sise|kndt. All laps 12-inches minimum and taped tight. filled with back-up material. receive clarification from Owner in writing of any variations Follow AC| 300 recommendations for cold weather A. Reinforcement in concrete and masonry shall have |a� walls which are sheathed with plywood and/or gypsum Turn «p at vertical surfaces 3-inch minimum. Patch all between contract documents and governing regulations. «»»nnet|»Q. board to bottom plate with 2 Simpson A-35 framing damaged vapor barrier immediately bofn'o covering. All 3� N| locations indicated on Drawings and wherever air, 10' All manufactured nat*ria|a` components, fasteners, B. During hot weather(ambient te »pemd«r* above 80 lengths as follows, unless nthonmioo specified on anchors. concrete slabs and f|ut« ork shall have minimum 4" Ara«e| Pad� water, or dust may infiltrate between construction assemblies, 8tC.' shall b8 handled and installed in degrees Fj Builder shall follow re:Om�8»UGtk]nGfO[ h0t DnavinQe' members and an directed »y Builder shall be caulked. accordance with manufacturer's instructions and provisions weather «»nonao»gemoeacnoeo /n *C/ u»nos required z» Bar Size Length inConcrete Length inMasonry D All manufactured connection hardware shall beoa INSULATION Set exterior edges of all exterior thresholds '' caul king minimize temperature and shrinkage cracking of #3 1 ,-0" 2'-O" designated onUnavingaandina(e||edandfu|| nai|odin 1� Wininuninau|ationtobeasfo||nvu: �» p.",id� weather tight ofe |ioab|e |CBOReaoaochRenVnnondat\ona� Where concrete. #4 2''O" 2'~8" conformance to manufacturer's inatruodoneand Roof and ceiling ' � � � � � ' � � � � � � � � � � � � � � � � � � � � � � � � � � � � R'30 CAULKING AND SEALANTS: specific manufactured products are called ho� generic �pp|i«ab|* |�BO approvals. Exterior � � � R-11 equals » n ion neat applicable standards and specifications 4' Concrete en aU be conveyed and deposited in accordance #5 2 -8 3 -3 Caulk and/or seal all exposed exterior and interior'" �W , may beueed� with recommendations of A-| 814� #G 3'-4" 3''G" E� AU steel connection assemblies detailed on Drawings Floors (wood) . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . . ' . . . . ' . . R-19 above and below grade and m/| those interior and a^,e/m/ 1)Vo!dod vioa fabric shall be lapped one grid width uheU be �ebduade� from A8T� � 38 steel in conformance Floors (concrete)� � � � � � � � � � � � � � � � � � �U��� � � � � ����� � � � � ������ R 0 joints and appendages concealed by other building 11. No variance bya Building Official shaUbe binding on 5` 8enbraneouh»g «omPou»daha|| b* Providado» aU plus 2". wimapxzab|e requirements ofA|S{ "Speufivationhor ExtohofoundatnnvoUa8>auemen . . . . . . . . . . H'11 materials, f|aahinga` etc., with caulking and/or sealant w0 Designers. hohzontm| slab surfaces. Cuhngcompound uhoUconform to 2) Reinhz'cennnt shall be bent un|d' the Desi' ' Fmbhoatinn, and Erection ofS1runtundSteel 2� Cold Walls: mate/ia| a^ uxpused =.e"° inuo|orasneareapoasib|e to 12' Builder shall investigate site during clearing and earthwork AST8 ( 300 and shall be applied in accordance with ' R�inf�roenontoha|| notbevo|dd� for Bui|dinAe '' Welding shall conform toAVSD1.1. operations for filled excavations or buried structures such nanu�eotu/e�aprinted inotruoUon� F. |netn|| lag noyve in drilled lead hn|oe with adianat�r po�ionof building between living space and anunheated match abutUngnatural or painted finishes. 6' Except whoa detailed on Structural Drawings, *i»�» o� n�n� 4� Placing: garage' storage room` and portion of va|| above ceiling MATERIALS: as oeoa pools, cisterns, foundations, etc. If any such items equal to 3/4 of the shank diameter(lag screws shall not «f an adjacent section of split-level dwelling to be are found, Owner shall be notified immediately. shall not be displaced or cut to provide clearance for A. Reinforcement Sh8|| be accurately p|8CSd and adequately be hammered \n)� Wax or soap lag screws. Provide '/ nu/u�ou �n ' � �n roof, wm//» floor v' dwelling.Peneti0nS` i»a�d*' Orc» b8dm�ntS� supported by concrete, n8t8|' o[ other approved Ch8i[S`13' B8Chfi|| shall not be placed against basement retaining openera' or end secured against diaP|a«n «*»� washers under heads bearing on wood. Holes shall be u Vapor Barriers: Either * m or C u is manua� � und -- - walls until: 7. Design, fabrication, installation, and nannvo| of oonons1e properly aligned. formwork in ao|*|y the responsibility »f Builder. during concrete or grout p|ouonent Tack welding G. Bolt holes shall be drilled 1/16" larger bolt A. m/ vu//s and ceilings to be foil-backed one side � s Nanpano � A. Concrete or masonry grout has reached its specified 28- not allowed. in--- -n' DuPont,Oupon ~ day strength, 8. Anchor bolts umet in concrete shall conform tVAGTH A307. B. Except where shown otherwise on Structural Drawings, diameter. Provide washers under all bolt heads and B. Foil-backed "''--m ---- - - inside surface B. And, structural floor framing (including aubf|oo� S. Concrete p|aoenentComply with AC| 304' Placing reinforcement in concrete ohaUhave concrete cover nuts beoh»Qmnwood. Holes shaUbe properly aligned. exterior walls without foil-backed insulation. required to stabilize walls is complete and fully nailed Concrete. as follows: In no case eho|\ misalignment be allowed which prevents C � St and anchored. bearing or alignment of nemb*'a' Oversized holes vithnutfo\|beoked insulation. Si MASONRY 1) Concrete deposited against earth . . . . . . . . . . . . . . . . . �3 � � ' shall not Bolts oho|| be Nuts ���0Y���������� �DFormodcononoteegninateerth 2" � ' - 1 Masonry � � ' � � ' � � � ' ' ' ' � ' ' ' � ' ' � shall be onug ' ' 3) Exterior faces of walls 2" � 1� <��n�r2L \ A. All hVUOm/ concrete units Gh@M be at least 7�K8" x 4) Interior faces of walls ' ' ` � ' ' � � � ' ' � � ' � ` � ' ' � � � ' ' � � ' � '-" 3 Installation: - - �~����m��� ����� BUILDING���)�0�� �N��� ��� ������� A. Fuotingthicknesses ahO««n on Drawings are n«inin`urno. ��/8" x 15�B8" mnd Gh@U prOv|d$ nnin|rAuOl un�b�tmU���d 5)To top 0f S|8bS~pn'g~~ � ' � � � � � � � ' ^ ' � ' ' ' � � � ' � � � � � � � � '°" ' A All stud US shown on Shuo�uu*| Drawings shall ��=������������ ���N�~�|� ����i���| ����m�� ��� ������� IN(�. B. Foptiny� may be red neat against sides of v�dioe( nnr�� with � |m�at dimension C� 3'1/�" vvh�n laid '~~~ . ' . . . . . ' ' . . . ' . ' . ' ' . . . ' . . . . '- A. == �� �xn�v�t�`nson\yr`~ pro«�dbyO»«ne� upinrunn\ngbond un/gS� �th�nwia� �p�c}f|�don ha»e2«4at«dep|a«edat18" u/:' exouPtwh*r* mhmwn 2235N.E. 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