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2077 Beach Avenue REVISIONS BY C2F.LIERAL 5FEQFlCATl0N5:.___ Itchen-caunter. Bac"plash-to-ho-ce Tile.- (6) 9!Athroomo_vari&*topz_, ;5ne. UNDERLAY AENT �r rated atnwtural I-qu",-qanded-FJobr-pbjwDoA-unr2anded �P_5- (a) KI -topalo-178- - 100.WARRANTIES AND 13OND: (b). Particle board - ANE31 A208.1 oriented atrand board:wood flakes set with waterproof rosin biridergradc. and back splash to be cer.Tile. Master bath tops to be M.M.Marbic. (cc). Laundry room counter tops to be needed and required. (b).outlet plates shall be standard boxes with plate finish to match convenience outlet three ring aide hardback birider.1-abel cover with (a). Fasteners and anchors: hot-dropped galvanized atec for high humidity and treated wood. laminates. (d). Study and family room cabinets tops to be, wood. platea. (cc).These outlets shall be,inetallecl where shown or as directed by owner. FORM OF OU13MITTAI-5 : 13ind in commercial quality,5 1/2"Al n acto r ipmerif 507. ACCESSORIES: typed Title Warranties with title of project, name,address,and phone number of Co tr r I and Equi (b). Drywall screws: buole head,hardened steel, power driven type,3xthickncoo of sheathing or rock. 1000. PAINTING AND WALL COVERING: (a).The owner will prepare a color schedule for cohtractor who shall provide 1404. ELECTRICAL FIXTURES: (a).All expooed light fixtures,selected by owner(See,allowance schedule.) (b).Vent and Suppliers,and responsible principal. (cc).Arichoro-expanoion shield and lag bolts typ a oample of each color as guidance in painting. (b). Do not apply paint below 46degreco f, in rain,fog or mist-or ' roa ri,a o for anchorage to solid masonry or concrete. (d).Holet-hangere when relative humidity exceeds 85 percent,or to damp or wet surfacer. (cc). Use undercoat paint by same. vent/lighto to be by 13 >elected by owner. (cc).Garage door operator Raynor#R-110-7 automatic garage. (5). 013TAIN ALL WARRANTIES,executed in duplicate 17yOub-Contractoro,suppliers,anti manufacturers with in 10 Hot-clipped galvanized steel,size to suite framing conclitiono.(c). Sill Gaskets on top of foundation walls-11W manufacture. as finish coat. (d). Use only thinmere recommended by paint manufacture. (c). Do not latex primer door opener w/2 wall controls and transmitters as nceded by owner. (61).Garage,doors by Wayne, Dalton clays after completed work. Retain warranties until application for payment of work done.' thick by plate.width closed coil polyethylene foam from continuous rolls. (f). Sill flaohing(underoill gaokcto)-o on bare wood. Do not;use.alkyd primer on gypsum. (f).Apply primer/ocaler to knots and pitch pockets where a Thermowayen raised panel as shown. mill,clear polyethylene sheets. (q). 5ub-floor glue-APA AFG-01,waterproof-water base,air cure type, (h). Duilding paper-No 15 and #30 painted finish is to be provided. 1405. 5ECURITY-FIRE DETECTION SYSTEM: (a). Pro-wire and install complete system rejected by owner. REQUIRED WARRANTIES :Contractors General Warranty,and warranties for all equipment and appliances asphalt felt.Spun bonded polyethylene. (I). Dupont Tyvak 5tuccowrap between sheathing and stucco,and Tyvak installed-in project. Houoswrap between aiding and sheathing. 1 001. EXTERIOR FIN15H WORK: (a).All exterior mon-preor7ure treated woodwork shall have.2roato of 5herwin Williams 1406.CA13LE TELEVISION : (a). Provide service equipment,outlets,terminal board jand other items shown on the paint or stain per surface needs. (17).A clear finial coat-5calcoat Elastic 5caloflex waterproofing system. drawings or required for a complete approved cable tv system . (17). Provide arid install a complete dioh rid C27 for plywood. (cc).All Stucco work shall have color mixed Into the materials,and shall be protected with 5calcoat Elastic :system selected by owner. E508. FACTORY WOOD TREATMENT.- (a). Fire regardant-AWPA Treatment; C20 for lumber a (17). Pressure Treated-POT(51]3X), 5ealoflex waterproof eyetem. (d).All exterior metal work ehall ba,palrited with 2 coate of 5herwin Williams or pre-finiehed . 1500. HEATING&AIR CONDIT['ONING: (a). Provide an(:1 install a complete HVAC system with number of units as 509. EXECUTION : (a). l3oardo not;expo!5cp-#2!3P with 19%max. moisture,content. (b).5ct structural members level shown on drawings. (b).All eyotemoohall be split with separate thermostat for each unit,and designer to 602. INTERIOR FIN19H WORK: (a). U05. Interior wood work shall have 1 coat of enamel underbody and 2 coots of and plumb, make provisions for erection foods,and for sufficient temporary bracing to maintain safe structural, provide cooling at 100 degrees outside,70 dogroce Inoicle,and heat at 32clegreco outside, 80 degrees Inside. and in true allgriment.(cG). Double members at openings over 24Pwide. Space short etude over and under . oemi-ol000 enamel. (b).All sheet rock surfaces shall be pointed with 1 undercoat and.2 coats of 5hirwin Williame openings to stud spacing. Double joist header at floor and ceiling openings and under stud partitions that are or Denjamin Moore, Regal Wall Satin. (cc). Sheet rock ceilings will have light textured application as selected by 1501. EQUIPMENT: (a). High Efficient forced air unite-oclf-contained,packaged,factory assembled, prewired,unit the owncr.(d).Where a wood ceiling Is called for(Occ drawings)apply 2coato!3.Williarno stain and 1 clear coat. - I parallel to floorjoiat. Frame rigidly into joist. (d). Place full width continuous rill flashing under frame walls on consisting of cabinet,supply fans, heat pump, heater,controls,air filter. Refrigerant cooling coil and outdoor cement foundation. Lap flashing jointo,-V. Place rill gaskets directly oil oil[flashing. Puncture,poketo clean and 1003.CALKING: (a).Completely real with caulking compound all joints of the perimeter of house and of all door and package containing compressor,condenser coil and condenser fan.( b). Units shall be Lennox or Trane- sized window frames in wood and In masonry, including rills and thresholds. I fit tight to protruding foundation anchor bolts. by mechanical contractor. 510. INSULATION : (a).All conditioned space to be-&4otuclo-full batt. 3-5/5" R-11,2x6 atudo-full batt 5-1/2"R-19. f100.SHOWER&13ATH ENCLOSURES.: (a). Shall be manufactured by Work Right oc equal or,selected by owner or, 1502. DUCT WORK: (a). For HVAC system, uregalvanized -sheet metal-ducts fabricate d. insulated and installed in -um foil �arrie shown on plane. (17). Shower floors and walls to be.tile with master shower walls to be (optional) sheet M.M. (b).1-1/2" ridged Insulation for furring stripe on exterlor CMU walls. (cc,). Insulation shall be alumin r accordance with applicable A5HRAE and 5MACNA standards. (b). Size the,ducts for preeourc drop of 0.1 inch Atid tabs for fasting as manufactured by Cortainteed Corporation. (d).All exterior 5"CMU shall be Foam Marble. Master tub or, selected with M.M. MarNe deck and t4le splash . H20 per 100 fect.(co).At duct branches provide,manually operated d, impere,two gage heavier than the cluct for sound insulation. and equipped with locking qu�dranto. (d).Where flexible ducto are riceded: use factory fabricated insulated insulated. (c).Attic(coiling) insulation shall be R-30 Cortainteed fiberglass. (f).5co plane Inoulatc all in wall drainage plumbing. 1200. CENTRAL VACUUM SYSTEM: (a).Whom shown on plans to be or,manufactured by l3cam Model#2240 power low pressure flexibleduct in fully extended condition free from saga and kinks,a'max. length. (1).Zinc-coated unit,total%control, hose attachments,and 13cam Rugmaoter plus powerhead.(b). Outlets where shown on spring steel heli,with 1"tk. Fiberglao insulation,oheath�d in a seamless vapor barrierjacket.(2). Interior fire- (b). Fill building site as shown on site en 1. 300. 51TE WORK: (a). Protect ail trece and shrubs from clamage w/ barricades drawin,3o,(cc). Each floor shall have 1 hooc(30') and 1-doluxe tool act. as 511. DRYWALL WALL(Sheer rock): (a.) Inter walls not otherwise specified shall be finished with 1/2" recessed edge resistive coated to prevent fiber crosion.(co). Makojoint&connections W/1/2"wide positive looking steel strap- PC plan ,free of debris of any kind and or matter. 0).Grade away from house for proper drainage. (d). Remove all 1= .5hectrock and ceilings to be 5/6' 5hectrock air manufactured by United Gypsum Company. Installed as per 0 excess building materials and debris from site and rake clean. Manufacturem(b).Joints shall be"perf-a-tape joint reinforcing tape and cement mud. Metal reinforcing will be. 1300. PLUMBING; (a). Provide.plumbing or,shown on drawings and as opecified.(b). Domestic hot and cold water 1503.AIR OUTLETS : (a). Ceiling or floor diffusers as nft4ccl with appoocO H U ,gz odes,clompi�r and perforated face, in bi 4r used on all outside corners. pipine system. (cc.). Drain,waste,and vent system. (d). Drain pipes from second floor to be Cast Iron and to size and capacities and pattern as necessary to prcMdc proppr oporgtion. (b). Diffusers to be owner selected. SIC V 301.TERMITE PROTECTION: Provide tcrmito treatment equal to label opec of manufacture,for Dueeban T C. Wrapped for soundproofing.(a). Plumbing fixtures and trim as shown on drawings,with both aupply and (cc). Registers: use dbl. Deflecting type with opposed Made damper .Orill V-4 ...a ce and diffuser painted.to match the A drainage. A .!!t 512. EXTERIOR MILLWORK: (a). Shall be Miratec, or air specified on construction details.Otherwise use clear cedar. surrounding surface finisher. (d). Unites shall be square or rectangular,. no round unite,shall be permitted. -t,clean and grade or, necessary too smooth,firm surface suitable,for final 302. DRIVEWAY PAVING: (a). Provide fill dir l3ack prime cedar if used. Stainless steel maile where.neccled. Surfacing material.Grade for adequate,drainage. (D). Form cdoce of all paving areas with 1"Wo. @),Ilaving 1301. HOT WATER SYSTEM: (a). Furnish and install 50 gallon Electric water heaters by Reemolaor'. See drawings 1504. PIPING: (a). For refrigerant piping use type L Copper,one plede with outjpitit refrigerant grade,with wroueh J As shown on site, plan. See piano for layout. 513. HARDWARE: (a). Looks arid latches shall be Kwifoet Lock Company, liclo lever,as per piano;or selected by owner. number and location. (b).All vented to the outside per code. copper fittings. t (,q). occ landscape. plan for layout 61coign. (b). During q) 0 303.WALKS,TERRACES,AND GARDEN PAVING: D re 8 a r 1p 514.WINDOWS AND GLAZING: (A).Windows shall be double insulated /Clad as shown on plans(b). E36C plaria for 1602.FIXTURES : (a).All fixturce with necessary accessories and fittings by Kohler and furnished and installed by 1600. APPLIANCES: (a). See allowance schedule. Kitchen appliance to be,GE-Monogram oclectedby owner 14,A., 94 construction,keep site clean-and orderly at all timco.@)-PrOvidc um t r required .Combustible Ocrg .. . Cqritra6tor. (17). Fixtures and acceororicei are to be selected by owner. see- awyie�- 44 Window schedule,and manufacture. (cc). Ocean corrorion-rcolotant hardware. (d).Scal and caulk all exterior 0 materials shall be burne.61 on site if permitted and all other to be removed. Doors and windows. (c).Screen all louvers and vents with copper wire, mcoh,or fiberglass or,selected by owner. 8 1303. SANITARY SEWER PIPING; (a). 13uried beyond building Is to be Cast Iron pipe service weight with neoprene Winclow ocreeno as per window manufacture. I S_ nce schedule,for ohrube,trees,rod and mulch. gaskets or lead and oakum joints.Opt. If owner request PVC pipe-A5TM D3035 or 03034, 5DR 35,with 304. LANDSCAPING PLAN:(a).See landscape plan and ace allowa JditiOrlal bid coast.Walk over price is by separate bid from blaotomeric gaskets. (b).Within building is to be Cast Iron pipe hubleroo oer-Ace weight with neoprene gaskets Any necessary retaining walls,etc. shall be at a& 515. EXTERIOR FINISH: (a).5hall be painted with Sherwin Williams and shall be put on in strict accordance with and Landscape allowance. Manufacturee, instructions Elastic 5calcoat on stucco surfaces. stainless steel clamps.Opt. If owner request PVC-A5TM D2729,solvent weld joints. (cc). All pipes to be Wrapped for rounclproofimo. 401. MA50NRY AND CONCRETE WORK: (a). Materialo-Portland Cement-A5TM C150,Type, 1, Masonry Ccmrt1t-A5TM 5163. INTERIOR TRIM AND FINISH: (a). Unless noted otherwise,all trim and finish shall be stock, material by l3rown C91,Type N. Mortar Aggregate:A5TIvI C144,standard type- Hydratec! Lime:AOTM C207,TyP65. Premix Motor Mou.Iditig company or Carolina Millwork. Machine sanded. (b). Uec-omall header finishing nails. 1304. �EPTIC TANK DESIGN: (a).When shown on drawings shall provide adequate volume for settling ,for slugs and 1)z A5TM C387, Pointing Mortar.A5TM C270.Type N. Mortar Color- mineral oxide, pigment,color selected by owner. acum storage anti access for cleaning. (17). Structural design and materials used shall be in accordance with otructione for mixing. 517. DOORS: (a).All exterior and interior doors are, eizeA and as specified on drawings and door schedule. F13C and general acceFted good engineering practice to,ouetain all dead and live loads and liquid and earth 402. MORTAR MIXING: (a). Follow manufacturers in r-atripping. pressures involved. (cc). Liquid capacity shall be bored on number of bedroom (See.drawings) and provide for (b).All door-3 shall have,Aluminum threshold and weathe a minimum liquid capacity of 1,500 gallons. (d). Scum storage volume shall be not Ices than 15percerit of the, 403. INSTALLATION: (a). install mortar in accordance with A5TM C780. (13).Any brick or stone where shown oil Stucco work shall be Machine applied finish,fine 51&. INTERIOR STAIRWAY. (a). l3aluotera and handrail Will be,either roci oak, poplar, or 5YPInc as needed. All tread required liquid capacity. (c).Tank constructed so that,gores in tank,absorption field and bed can easily flow plane or details shall be,installed as per manufacturer. nce Loth&Plaster mosing red oak stained or, neecled.All risers 5YPinc painted as selected by owner. back to main building stack.(f).Access to each tank compartment,and to each inlet and outlet devices. Orifice. 5elf-furrine lath over stucco wrap,CMU or sheathing.And installed in accorda (g).Top of tank shall be located 12"a below finish grade. Syotemo Manual. Latest edition. hail meet A5TM Cgo and be of regular weigh load bearing.5"CMU (d).CMU a 519.MIRRORS: (a). Shall be installed where,shown on drawinor,and over all vanities,and shall be 1/4!' poliohcd Shall be insulated with Foam inoulatiorl. 1305.A130ORPTION FIELD-(a). Shall be located in an unobotructecl area and comply with F13C. (b). Minimum plate glass beveled edgeo or,manufactured by Pittsburgh Plate,Glass Co. i shall be,determined by a percolation test or as recommence by the authorit�having absorption area flcl& CRETE WORK: (a). All floor concrete slobs as specified shall be Of cement of an approved, 404.CEMENT AND CON ican Society of Testing Materials, 520. 13ATHROOM ACCEE35ORlEO: (a). Each both shall have one full act of owner selected accessories. jurisdiction. (cc).Trenches shall be 3'wide ivith tile place a min,of 18'o apart and a max.of 36o". 4 1 brand of Portland Cement conforming to 5tandard Specifications of Ame (d). For trenches on r1opirig ground can be on different levels but bottom of trench must be level. (c).All open z C90, Latest edition, 3000 P51 in 25 days. (D). Footing concrete shall be regular weight 2500 PSI. See jointo shall be. protecW from ooil infiltration.CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS roOO.'TILE,GRANITE AND SYNTHETIC MATERIALS: (A.) All tile work shall be set in cement mortar with we.11-grouted TiON5. Construction details for steel reinforcing. "floated"and all surfaces finished true,and even. (b). Recessed shower floors shall AND LA13OR FOP,A COMPLETE SYSTEM INCLUDING ANY OMISSIONS IN THESE 5PECIFICA string joints,floor work laid Poo ; rproofing oyotcm.(cc). AllTilc,Granite or M.M.Marble shall be as per applicable on piano shall be, as per piano and details.. have pan liner or a 5caloflex Ccmflex wate 405. FIREPLACE WORK: (a).Whom and where shown neccosar Ob,to meet M* nufactureo installation guide. 1306.WATER PIPING: (a).Supply pipe,to house 1-1/2"611a. (b). l3urled beyond bidg. Is to be Cast Iron ductile iron y for a complete,i a (15).Fireplace contractor shall furnish all otanclarcidampore,angles,etc, fittings,rubber vokete', mechanical joints arid 31,Vdia. Rods. OPT. If owner request PVC pipe schedule 40, Min. All codes.F13C 2001. @).Chimney cops as shown or selected by owner shall be installed by contractor. in masted both and all other tile docks 150poi pressure,rating solvent weld jointe. (cc).Above grade is to be,copper tubing-NI15CO lead,free Hydra-Pure 001.MAN MADE MARDLE: (a). 5hect marble tub deck and atoll shower walls . I:�!,: plumbing system valves,fittings and lead free.solder weld joints.Opt. If owner request-CPVC pipc-A5TM D2846 V4 'ro,cash arid And stall shower walls and flooring shall be waterproofed with 5caloflex oyotem.(b).Alf surfacing shall be, 500. CARPENTRY AND MILLWORK: (a). 5copc Of Work is to furnish and erecting of all framing,6100 Properly cleaned,all joints filled and work left in first class condition at completion. with CPVC fittings and solvent weld joints. (d).Wrap all pipe for soundproofing. all spikes, nails,anchors for *ndow framee,interior And exterior trim,mantels,cabinets,wardrobe.etc, in those wood work-,and all other rou4il hardware, including pulleys,etc.for a complete job even if noted stated 1307.GAS TANK AND PIPING: (a). Provide and install goo storage tank, piping,valves,fittings,etc.and Install or, a put upgoocl' 002. STUCCO EXTERIOR FINISH; (a). Portland cement,Type 11. (17). Lath-roelf-furring woven mar.h for seacoast 5rCCifi6atIOMr.(b). DCfOre, installing plaster and wallboard,.the carpenter shall enclose.openings an Instructed by Manufacturer. (b).Tank ohmildbe buried toward front and by drive way for easy acc000 by galva inotallatim wi hized furring nails. (oc).Tyvck stucco wrap underlayment. (j). Finish coat stucco w/ tomporary outside door and looks. Ocalcoat Elastic waterproofing 5caloflex oyetern - supplier. (cc). Provide gar,to locatione,as shown on drawings. a em�oyccl on the, 501-WORK OF OTHER TRADES: (a).This contractor shall do all cutting and frMing Of trade .1400.ELECTRICAL WORK: (a). Provide and inotall complete interior and exterior lighting,T.V.cable,dish.electrical 605.GROUT STRENGTH: (a). Unless otherwise specified oil the drawings,use grout having not lose than 2000 Psi building , including Plumbing, Electrical, Heating and Air Conditioning Contractors. arid telephone service system as shown on drawings,and as needed for a complete system. All materials Compreo9ive strength at 2&days. ecting the,requirements of the Standard Grading Shall bearthe UL lal�el. (cc). Payfor and provide temporary powertojob. Provide and install permanent b02. FRAMING:(A). UO5.all framing lumber shall be no-2 5YP m ING SHEET METAL&COPPER WORK: (a). All sheet metal to be full length 260alvanized.,Exposed riser electrical meter as required.After this meter is installed owner shall pay forelectrical service. Rule for 5YP lumber as Issued by 5YP 113, latest issue. Spruce Fine,and F ir may be used in conjunction with 700.ROOF -finished aluminum. (17).Valley and fireplace.flashing to be 16oz copper.Valley See TJ I Reoidential Applications for5pecificeir Guide,. and fascia flashing to be pre, (13). 13ridge and brace al floor oyetemo. 1401.WIPING: (a). Provide non-metallic sheathed cable,size 14 through 4 AWG:Copper conductor 660 volt insulation, FILE: R-856'�- 5YP. @).Double,all rafters around all roof openings and where practicable carry etude up to support,roof. Flaohine min.2U'wide with 1/4P&Aft turned over and fasten with cleats. rated 60 clegree c,type NM. (17). Underground feeder and branch circuit cable:Copper conductor,600 volt; a in frame REF: - (0). All framing in contact with maooft shall be pressure treate( Truer,over all opening Mow. (f). Form all 701.FLA5HlNG: (a). Furnish and install flashing and counter flashing at all Intersections of roof with vertical surfaces insulation , rated 60 degree.c,type UF. (or,). 5ervice entrance cable:Copper conductor 600 volt insulation, Partitions exceeding Z-0opan and strongly support;all partitiono.not supported from b han ircult breaker type.(1). Provide surface cabinet front with ilt in to walls not leor,than 4!'or turned into reoreta not less t Type, 5E. (d). Main distribution panel: NEMA PE 1; c Ootude together. Double vertically and horizontally the,stubs of all exterior of every mature.All counterflaohine shall be bu orioles and corners by splicing tw JL",Wedged screw cover and hinged door. (2). Due: Copper. (3). Ground Due:Copper. (4).Voltage:120/230 volts. (�9.300 emcht(A5T.M P-4556) (b).Turn c(n.All counter wl metal 0 12"o.c.and caulk in place wl elastic c and interior openings not otherwise shown. amps. System. flashing not loss than 4!'over base flashing and finish lower edga with Y�otlffcriitig- 503. ROOFING FRAMING: (a). Roof and ceiling framing shall be conventional and comply to F15C latest iosue ")ouble -parallel 7O2.,R66FIN0: (a). Provide on.all slopeeiroof surface a roofing system or, shown on drawings and construction 1402. OUTLET5,5WITCHE6 AND PLATES: (a). Furnioh and install standard (code approved) receptacles for lighting Chaptcr#17. (17). Ceiling Joist shall rest on not lose that,3112" pbto. @)J Alljoiot ulidet Ingle. (cc). See construction details and nailing outlets,convenience outlets, switches, breakers,fame,and appliances indicated on drawings with plaoter rinea Partitions, 5ecTJ I -R.A.S.Guide . Allfloor oietareto oitwith crown edge and*arcto run-ae shown an&irw,3!5. details. (b). Refer to manufacture'e,Installation mailing of each oh schedule (d).Where called for provide wood trim for hips,gable and ricigea as called for by manufacture. and fixtures etude where required. (b). l3oxco shall be sized ao required by the NEC according to number of chimney breast to receive mantels and wherever required to (P). Groutic1lo'":beput around all openings, 3 conductors and or devices,or,eclected by owner. (cc).Copper&Aluminum-Panel size or,needed for,300 amps. de r running,plumbimg, HVAC ductinq and (c).Cement;when called for to mect A!5TM P-4586. (f). Nailing,ace drawing nailing schedule. (d).All lighting fbiturco inside and out to be selected by owner. (c). Provide bid based on drawingoff). Provide. receive trim. (c). 5tudr,shall be.double where,framing cute are ma fo wiring. Braces-shall be used to strengthen such studs. See Simpson 55T for Schedule of braclnq� (f).Special Separate circuits as rcquee0cl by owner or a shown on drawings. (g).Wall owitcheo-AC general use,quite bracing oh"11 be placed for all lavatories, rinks arid tube, etc,. 500. MISCELLANEOUS STEEL&[PON: (a). Provide etructu ral steel or,shown on the drawinoo,and as specified in wood a -2 of those drawinoo. (17).All work.shall be done by :skilled mechanics. operating smap rated 20 amps and 120-277 volts AC,c9lor and handle type as selected by owner. General steel construction notes sheet A (h). Receptacle:Type 5-20, plastic face,color selected by owner.(I).Wall dimmer. Linear slide/rotary dile type, �04. ROOF AND WALL SHEATHING: (A).5hall.be driven up tight and nailed to every.bearing as per schedule. color as selected by owner and rated for 0500 watto min.,sized to accommodate circuit shown on drawings. (17). Roof clocking shall be-71165"O5E3 foil backed With foil aide,clown facing attic.(Lumin OX or aqual). 900.CA13INET5: (a). Provide prefiniohed cabinets as shown on drawings,or,epeciflocl and as needed for a complete -.00AWN 1 0 ad lo anti properjob. (I,). See allowance for KraftMaid cabinets for kitchen,all bathrooms,study, laundry and family Weatherproof cover plates:Gaeketed cast metal with hingodgasketecl cover device. (k). GIF outlets c nailing a h u -o every boaring. So -qq :,� as called for by code in wet areas. W., all be 15/52"CXP plywood AFA rated and nailed T .All sheathing oh ��"OP'ftiterlorond exterior qlue APA-PO-1. Epowy tie-OMBIMP60" 55T for schedule. room. CHIECKNO 505. LUMDER MATERIALS : (a).Comply to NFPA,and FI3C-.ft'Fi-amI1ng-#25YP.1700 1:�51 allowable bending stress.' 901. INSTALLATION: (a).Contractorshall verify on-oite dimensions and notify supplier of any variance. (b),Inetall CATE vi CaWricto as indicated on drowings,.plumb.and level with all joints tights. (cc).Shim cabinets as required and trim e o,L;, 'LL'a 5/, (cc)- Otucla grade.western pine. Fir,or oprucc.(cl).Wooi Oi�6fto be pressure trchted, with moulding to match cabincto and other mouldirig.-- (d). Install hardware as selected by owner,clean cabinets SCAL111 and leave in perfect working order with all aligned and plurrib. z JOB No. SHIMET Contractor shall verify all dimenoioho, Prawirigo are the property of deolorier specifications,reetrictione and building arid io limited to a one time uee on the. codes. Designer will not be liable from lot.&-blockandoubdivioion uee ohowri error after construction has started. on shect A-2 of there drawinge. OF SHENTS. S1 NArm"Pwrm" NO.186A-2408 4- REVISIONS BY RISER DIAGRAM AC lAe' Ade-OAPAIC44AC. W/M 11 RM elA Qrr 1wM"4for40-10V Aif- VPL A.9 rK�44: VO- rA A44 ;2 dsllo Ar-oorw"/A/llpw- 72 il j 77,77 7 7�—�--:�-- :,�L,a,: Y'd r4j- 4 : 0 r 0 NOTE5: 7 ELECTRICAL LEDGEND 7,771� q TELEPHONE JACK OT' TELEMION OUTLET Z-- STANDARD ELECTRICAL DUPLEX OUTLET -HVAC,DRYER, CIE 220V ELECrRICAL OUTLET WATER HEATER, OVERS, RANGE, ETC- �&M MICROWAVE ELECTRICAL OUTLET WEATHEKrfMr- DUMLEX OUTLET ROUND RECM5ED LIGHT FIXTURE Ago,,." SQUARE RECESSED LG+ff FIXTURE 7 ;j 0 cmuNo moumm wwma nvuim COLIN G MOUNTED CHANDEUER LIGHT MOOF UC*MNO FUCTUIZE -DJU5TA5LE LIGMT MMKE VArOK KECE55ED , Z-Y WALL MOUNTED LIGHT FDCTUKE WALL SCONCE LIGHT FIXTURE RECESSED EMAUST FAN RECESSED LIGHT AND E)GiAU5T FAN RECESSED LIGIRT.HEATER&EM-FAN V5L MOIUNTW FLOW LAMP FIXTURE FILE. R�85.6 STRIP FLOURESCENT LIGHT FD(TUPZE 2 TU13E FLOURE5CENT RE F! LIGHTFIX111RE 4Tu5EFL0umSCENT =8 LIGHTFDCTUIZE WALL MOUNTER FLOURESaNT LIGW FMIZE CEILING WUNTED faQ;�140--uP71 0-1.L3 I,+,, CEILING FAN W)bLL WKsurit:- CEILING FAN WITH LICMT CEIUNG MOUNTED —77 1EIP6 DOOR 5ELL LIGI-IT 5W-CH 3 OK,+WAY LIGHT SWITCH RHEOSTAT pmmER)uGw Sm-tcH T =1 IDUTTON LIGHT 5WrrCH MOKE DETECTOK CENTRAL VACUUM OUTLET Pi 1-105E011513 OR 1�11 Aw W --------- IL ....... CHRCKNP OATIN -6; war -SAMIC -:NKT11 Jw Otis -A0 db AD 7 T� JOB NO. SHERT H'T IRD-.- F LOOR; E L ECTR I C AL t V- Oil SCALE :,'1/4 OF NATWN"PRWPAST NO.186A-24X36*It's REVISIONS Sy 4A -�Fr- DbL c� -imp— MOO, NOTE5:E L ECTKI CAL LEDGEND 'TELEPHONE JACK .4 V'y TELEVISION OUTLET STANDARD ELECTRICAL DUPLEX OUTLET -39" 220V ELECTRICAL OUTLET-HVAC.DRYER, WATERHEATER, OVEREY, RANGE, ETC MICROWAVE ELECTRICAL OUTLET WEATHERPROOF DUPLEX OUTLET ROUND RECESSED LIGHT FIXTURE SQUARE RECESSED LIGHT FIXTURE FixTur U CEILING MOUNTED LIGHTING F CEILING MOUNTED CHANDELIER LIGHT %P VAPOR PROOF LIGHTING FIXTURE w xt-c-r s RECESSED ADJU5TADLE LIGHT FIXTURI WALL MOUNTED LIGHT FIXTURE V. s loe WALL SCONCE L*w FIXTURE K. RECESSED EXHAUST FAN 10 RECEC75ED LIGHT,HEATER&EXH-FAN RECESSED LIGHT AND EXHAUST FAN 14 DBL MOUNTED FLOOD LAMP FIXTURE .j; xm 'FLOURE5CENT LIGHT FIXTURE A 2 TU13E FLOURE5CENT LIGHT FIXTURE -Dell i—i4TUDEFLOURESCENT LIGHTFIXTURE WALL MOUNTER FLOURESCE14T LIGHT FIXTURE f CEILING MOUNTED 4ad4wo Lip. W CEILING FAN TV 47 OQ Ll . ..... u w -85 CEILING MOUNTED WIN LL-. FILE: CEILING FAN NTH LIGHT .......... ON DOOR 13ELL REF 1,44 LIGHT SWITCH 3 OF,4 WAY LIGHT SWITCH RHEOSTAT(DIMMER)LICHT SWITCH DOOR DUTTON LIGHT 5WIl*CH SMOKE DETECTOR VX4 CENTRAL VACUUM ounET H05E 13113D ........ lu W ME s. T-V IASI I J N $%AW c-I-sm I Mom", CHMCK110 . ......... C4 PM 0-y�, t q7- J& it 14- t -F, A 1.7 JOB NO To VL�% sHmmT SECOND FLOOR ELECTRICAL- ELECTRICAL FIRST. F- ,'.R- 13, to= 11- oll . : . I SCALE : 1 /4 OF J'F REVISIONB BY Wall Conotruction Ql am N 11Z'nut;and.3116'x:2 11Z'l eq.washer wl 9116" Elongated hole in center.Hurri-bolt or equal. Standing Searn roof over Centainteed Weather (D 1/Z'shil rock for 16'o.c.5/8"for 24�'o.c. Guard underlayment. 1/2"thrcided rod system starting max.6"from 2 15/32"COX plywood decking.See mailing schedule. Corner,ca.Side of openings.and 0 48"o.c.where 3 2x6.2xiB.or 2x10 rafters,see framing plbn. shown.Hurri=17oft or equal. 4 2"W"blocking. 6'etude at 16"o.c.. 2"x 7 5 5ST-MT5,30 hurricane clip at each rafterlJoist. R-19 Centainteed wall insulation. 7+' 55T-MT512 hurricane clip at each rafter/joist. 15/3Z'COX sheathing with Ty-Par house wrap.Use 6 (3)2XG plate. 31,l where called for.See mailing schedule. 7 2x(o-mailer and soffit bracing/nailar. Nailitc Roug h5awn Ceder siding.Color to be selected. 8 2x(o-,2x8,or 2x10 ceiling joist,see framing plane. CA 1 1/2"threaded c upler. 0 9 1/2"l Azek Deadboard ceiling.always use 51 31,-V'floor decking. Ill adhesive when needed. 2"ll plate set on felt flashing base. Pre-finished Alum.drip flashing over 1x4;tAzek trim. 1 11/4�'1_51_Trusjolst rim board. 4, 4A I ZT1/ 1x5 Azek trim board over 2x(o oul?fascia. 16"TJI floor system See framing plane. Wood Haven concealed vent system. ...... 44 5 1x Dbl.2x6 plates. x,,a Azek trim over blocking. Face of column and corner trim. fit -L (3)2x12 W/1/2"COX filler fll beam. column cap. 2"xW"etriming to bring existing floor level up to meet with old Interior floor. 5 55T_= 1,,Azek Hm w/Azek adhesive. Insulate floor as nc6ded. 17 3"x4!'Louver framing. 1/2"nut and Z1x2l`lx1/8l1 sq.washer on 2x6 sill set on 1x4 Azek louver slate. Felt flashing. 9 11/2"15looking. 5/4NW'AzcI trim board drip.Seal as or 1 x 6 Azek trim wl Azek adhesive. 5/4x12 Azl trim board belt. .3/4!'13[ockine. oaf 1x 4 Azak trim wl Azak adhesive. (3)2x12 beam W/1/2"COX filler with drill hole for 1/2" j�. em where needed. Threaded rod royl 2"AI2 pt.column sheathing. Ill 1/2"l threaded rod.Sect note 46 for spacing. WWI pt.post. -zml existing exterior wall. 4 0a co umn wrap.Use Azil adhesive SO 112"l threaded rod wl mim.71 embedment;in z 55T-CS16 strap 4-lil w/(11)&d nails above F a ails below beam.(2)ca.post. Existing bond bcam.(171ock).See 4ro for spacing. I' 41A." - - - \11", "11)8"1" am .1/2"ll see note 665,and 46. 5/8x4 Azek trim board. ---------------- (3)2x12 beam wl 1/2"CX0 filler Existing conc.13lock CMU wall wl existing finish. �01 �,z T-&G.Terldura ll or equal over water proof 77 Existing W"conc-Slab rcinf wl 6"ll#10x10 w.w.mesh C3 over.00O visqueen,over compacted fill. flashing and membrane. 7*1 L rO Existing 10"l footing. JA -03 :) ! �' % — 0 2x12*lG"o-C-Jt-Slope to 10"at beam fordrainagc. 5/: 2 Azek trim board w/Azek;adhesive. (70 Mid-point blocking at sheathing joint. SST-HU21OTF oist hanger or HU210 face. 5, X12 Azek trim board W/Azek adhesive. Existing plate where wall extension le to be connected. Existing 0111 pl.with new 1/2"l threaded anchor 2"xV'171ocking. Z%. Existing joist. Remover existing sheathing,add R-19 wall Insulation (5 W/mim.7,embedment.Note 46 for spacing. 116-11 , �11 : /—"1, 41 end to be cut as needed to tic with And replace sheathing as per nl 4,9. A 1.4114 new 3-2x12 beam. r Qp Existing r0fter and tic down to remain undisturbed. 1A i " 0 CON ST : DT L. 5/&x 6 Azek t4im board,w/Azl adhesive. N 5/4N Azek trim board base wrap over 5/8"blocking. Cut existing Overhang even with etude. TL. 1"SIN CONST. D' CONStDTL. 4 CONST. DTL. ll etail K P/A-12 5-5T-C[398 column base. or 1.4 pavers. pace and Mocking. V do A9 Air s, 9 Existing stone ....I... -_ - �i! 11 . "ll See notl 7.10,11,and 12. Existing base for oto C He Raver T See"OtcO-1,2.5.4.and 5. 7 t4j i06:� 41 1. fni6-1 vl&-� A/ertical&(2)#,3-tier, 3"A6"Plate IP'Olted to 5tool biffam W/1/2"etude On 36"l 12"Conc.Footing W/ 5 Steel welded to beam 0 32"o.c. At) Seenota4l,Scied ctall#A/A-13. -W16 TF TJI joist hanger.wi,31(o-fbrdM.Joist;. 1) 55T (09 R-30 Centaimteecl ceiling insulation. A 1 16'x24!x26"decp conc.Footing C dig up under E Flashing ao-neecled.' existing cpnc.Footing).Rl wl 3#5 dowels top- A; ca.Way and(3)#5 bottom ca.Way v1 kemove,existing olding and sheathing,add new'thr�aded 9 U) IQ /11 P IZO61 system and new K-19 Certaintem wall Insulation. %J 3- V iij ;; 4 i Add bac'k new sheathing or,per nailing schedule. Steel Conotrurtion Detail Notco: Sea Framing Plan for use of either Pp SO LVL or conventional frame beam size. WF1601 steel beam W/1/2"studs welder to flange % 0 32l starting 3"from each end for blocking Pill -14 1 support for TJlo. (53 112"l 112"l steel cap plate welded to pipe.col. 3/1611 weld and bolted to steel beam w/(2)5/8" nut,warhcr and bolt. Q_ romans 5:8 63. 4!l steel pipe column. Tx10"x5/8"steel plate welded to pipe column with mim' . ------------- 3116"weld joint all around. bolted to cono. Footing with (4)5/11"Al anchor bolt wl mim,71'cmb6dml Q WF 12x14 steel beam bolted to each steel cross beam 4.11 WxYlL anglewl to(1/4�'weld) W1 ;N14 steel 1;�cam cot Q �7 (ca. 5ide.) And bolted to W16x3l steel beam CONST. DTL 0, - qiT DTL. CONST. U A; CONST.DTL. wl (2) 5/8" bolts ca.5i4c. 43 Z 5 E: 7, V3 OEM ?A + -C -4 . 4) Ill�Iu Rdo `A P Oil 0, V-4 ILL 07 19 i AN ET /7 C"t i.I K. J . A f 17li?.-Ii O' N. ----------- Vill V aA CONST. DTL. CONST. DTL. /S2 CONST D I 2 FILE: R-856 . .z 4,l 1 J3 USTIDT C 0 CONST D L. F CONST. DTL. 10li L CONST. DTL. F REFI: A- r ly ---------------------- -6.1 . J XT CON L. ST. DT KLi �1 . -4 71e. N4 3144- 0" e I t 64 A 1715 1 V- _V1\ A V\ %I\ kI AV #J V tv DRAWN %,F ft�\X/A\ v% ------- 00 CHECKED, 000.0 ISr Z D AT ra L 7 SPALE 7 I t 4� JOB NO. V/41 17h&40 7!777,.-__ 11A A SHEET CONST DTL. tl�A CONST DTL. CONST. DTL. CONST. DTL. ID CONST. DTLPLAN CON ST. DTL. PLAN C ONST. DT L. CON ST. D LJ A il SCALE : 3/4 1'- 0" SCALE: 3/4" V- 011 SCALE: I V-0" SCALE V'= V- 0" OF SHEETS NATWNAL PRIN77AST NO.186A-24X36-1- 4L - . . I . . . . . . . . . I � . I . . � - � � I I . � - ��- - -_ - - -_ - I - - I J I . - __- . .: __...., ,..,--� � - . - I . -__ -,---,__....b .� .. .v ",:._.-;..,'-'��:_�:_.�:_:��_ ,,' _� d*11.--- � ...'.. .. . . I I . REVISIONS BY i CONVENTIONAL FRAME ROOF AREAS - SHINGLE . Connector and Naiiing 5chedule Chart, ON THREA 5TUD TA13LE ill I _Rmi��JI-M-1-1- PEQ_F,QP_LR5!&L&T1Qf4- 1� . CONVENTIONAt,FRAME I - _ _ 1:,__.1'1.'--_ . ftud Spaclmg Foi- Exterl r LoaA-15caring Walls . MMI-L Wt41,4b;Q_,*f . d l�. I.1-..1. ,_.7_1771._".1_,__.7,. 7.=77:...=1.r-'_'�'.'- -:.b�'. :* .� ,� . '.� . 0 ; / ROOF AREA-TH.rs RbOFS. . �� . r CONNECTION NAILING/CONNECTOR ALT. ALLowable ___.'11-7_7_7___*= . lllzill�. I ..�11 I .1. I ' 'I I . . , ftain Tabbs,ftw No.2 SYP Raftre 0trtlplev 14,blt 14*N0 .;,, I . I . " urn length of(1) bar diameter threaded Into p . i . NAILING/CONN. UPLIFT I.Rods required a minim � __ - ,..______." I - . ; . . f-Allove FI.Wr,.SV,j,rfJ,J - , . �i 1� No Calling Load-20 psf LL, 10pof OL Span Tables for No.2SYP Mifters � . - - " i - . __ coupling. Calling , No. 2 !�,?1:1,C. � - No.2. OYP NO, 1 5N(I" 111�� ll-IalJe..*M$ ------� I . 't . .. Lap in dbl. Plate 12-1rod common 16-0.131x,31/4�'Gun nails NA � � III 11 it �1 I 11 ,-11 i3 I 8121 112"6.r_ d lewi.-O. __-W-0.0. No Ceiling. 1.,oad-20psf. 1,1,,20psEDL . !I . . 2.multiple rods may�e connected with coupling to form ome rod. Heloht 2I'x4l. ?.N(all 11 Tfx,411 i, 2",'((� 11 rX4., I', 2 )(:5 1 �� . . I - __ il _ 1"i � U4_ 10,15'. W4611 50.718 - - - ,.,� . 5W-5hearwall Yox edgee,12"o.c.field W15d .3"o.c.edgeo,12"o.c.field NA 25.On interior applications-(greater than 5"from edge of ola]7) A e__ . I � I � 160.119 , IQ "Q �,.._ ! '.. . �* ----__ - �� I � .__5l7�E__!Z1_Q4fZ___M*_ -_C-_.,_Z4..1 �c I ". z ; I � 2x5--, . _Fr__&_ lr-N, - - , �,�, - __ _111__� -,__.___'. clom.box,ocrew or ring oharik. wl 0.131"x2l/2"Oun mailo. 1/2"x 7'wedoe anchor cam �e used to anchor the rode. I . I I . 0 1W.Sis - 116`40" -_w) _�� ) __A9!:Z___. , ". ?1;*:�_ . . 2X8 0XV -.-jA --J-z# 0�_ . . . . 6 ft. I 10"o.o. 24"o.c. 'I 16"O.G. 1 ?24�o.-,. Wo.d. 24"o.c. . 181 '��_� - - . _ - J, 2X8 -8t, ��,_-;�-. I 1! 5 2XIG 1 We I 22`40 I lol-if, 11 . 161-211 Xnj!� ... . 4.The nut at the.top shall 17a snugged with the rod straight;and I- . T41 -___L_ _ I ..-, . ;11 I NA NA I 9 ft. I 10"o.c. ?Alo.o, I Ift.c. I 24"o.c. Wo.c. I 24"O.G. I� __2 _. I 51-1111 I _. : .,X _1 � 5W-3-5hearwall 4�'oz.edgee,10"o.c.field w/ _ _____ ------- .!. .._1q____2 , - -%3".. __ ____ ,'�'. . .-14'A-!;,4VAl.A . - 'i I . 4-z I . l� ! . 24"o.c. il lo-- 24!lo.c. � 11470-C. W10.0. � Calling Joist. ' , I 0171.15/32"CIX 1061 com.box / then one additlorial full tirm of the nut shall 1:;,e applied to - loft 11610.& ,7 1gy 1� - - t I - d �;.. N,-r, I..:f,;�,, 11 achieve proper tension. ;i with Dry-wall Colling-20 pair LL, 15 poll DIL Span Table for No.2 SYP Rafters-No Cig ! I . . Part/Etic.12OMPH 4�'ox.ejece,10"o.c.field w/ 3 o.c.edgeo,112"o.c.field NA . 111,ft .N/A I Wlo.G. I j' WA � 24"o.c.. I' NIA 2#10-G. �, Joist with Drywall Cig.-20psf LL,20psf DL ,eAr. it--$J : 5.The maximum spacing Of anchor!;,olts on exterior walls, on the - N_____; I e_s._ W wl 0311"x2l/2"gun nailo. 12 ft. N/A/ .c. � N/A Xt q' N/A 24"o.c. 0 1 1 L 4 e. , O"t . . . roof oheathino 10d common box __ -if� -I___W-O.0 ON 1. .4pe. : 0r4!'o.c-cdgC6,6"o-c-field offl plate Is,"t Z" o.c..Therefore if rods are spaced greater than .-...- 1 4........-1 �___ SIZE Ir O.C. WO.C. _§i ."....._ -_-1. -11�...1.._-----.......I I I,; . 15/3Z'GPX or 7/16" 15 ft I F__WX_ _24__!_0.-G_._"i NIA 24"o.c. " NIA 24'o.c. I 2X6 11I.I.- 1Y.R., ill-vt FI-A ___M��.__�!Qt�(7!____ .1 I I d I � . I - 05131 W/8d common box. 1 0-01"then additional anchor 17olts need to b,e Installed. IV _ _41 . .. -i 1, _! 2X8 W40 . IF.-O., 11'r-11111" -2X10.1.1 11911.1-1.111, ..1.71#f...3'1.1 .1.�1-4f-I.I�1.11 b I it - 114 ft. ,�� NIA Wo.c. 1! N/A 24"ox. " NIA 1 22 4'0,c- i I - . _______,. I _� 2X110 W-10. 116.661 ir-W, - 2X12- 2314" .200-210 16t-61.0 1 I . . . 14-10dx1 1/2" 1000 lbr,. epoxied anchors(W arriLvelment) w.1"washer may�e used for I� - . I All i . - .. lomp, FtL*M 55T-MT512(12") 7-10,1.each,Rafter&plate 15 ft. , N/A 16,10 N/A 160.0. 11 NIA 24 DOC. J ZXII 2 Wr 2V-2** -2W.60- . "A pI,%1&,4,# 11 .0. .-,E= - . I - . . � to .-I_ to . . ' . . . 1/2"x 10"anchor L-olt in the application. I ro ft. �1.- N/A I 16 ,�ii� 19- o'c. N/A I Wo.c. i �, Span Table for No.2 SYP Ceiling Joist . . . . 1 995 1 o.c. I ". -P P14 Y - .- ...- "......i .1.___"..1-1........"...-I. 1_------1_ _� . Span Tabl"flor No.2 SYP Callilling Joist 0 . . -06L tof P p 1.4-rp*, - .11.... .-...1.�.-.d 111� :W,�_. � � __11_-6_._1... I - 55T-MT530(50") 7-104 each,Rafter&Plate (5'.The tolerance on rod placement,shall �e+/- 6'. - . -_ M . j . 20 psf U, 10 psf D1, WUL NU1i0&i5,r-,o? . . . : I te�i 0 arpilso to etru Iiiiin- 6-i ., a t Am 20 pof ILL,10 pat DIL . . 4VF.�-110)t,,-.�14,�.lt.,:, 1360 7.Minimum eml;ledment for anchor bolto or threaded rode Into . _1__----. ...' _-b1_.-..-.1-_-....... b OA . ,., '.-r �tl! 55T 12 and winstmeW In wfrA zwe of 126 M IPH or Iwo.' - ---11 . tv,vi Ft , !.. -5FH416 -10d x 1 1/Z'nailo �1�, . .��I.., . -,. t'. - I I 1 _.____X72:2_'l=.=_ -9 % 11Q,V. -2 .Q&L___ . . - ;. I . . .. I '_ :%:_1=z=C==___.z== - � . . foundation shall Oe 7' minimum. . I _SJ7i1E._W,f___M__ - -41' .. -..;iJ e-.;,&f- 55T-L5TA 16 7-10cl-ca.Rafter over ridge 11130/1235. . . I . size - IE:060., loll". . 2V o.c. 2X41_211a L"___Ya1f____?_'-:!� �__,.__., . .. . - . 8.6hould a header length exceed 4.8", install 55T-5FI-14160 or b M W-110" _ F-11'. 19.440 __2i6 1.5'-6" 1Y-61' 1 1#-()It . �. us 11614" W.V. 111.094 . ..-.-- - -iici-11------171-5-5- - t 55T-HU21OTF or 14-16dhcadcr/6-10,11/2'lt. 935/112-5 65T-LOTA18 strap from header to top plate at 32!'o.c. Us - Win . . �_2XQ_.. .. . . "__7114,7.20'1' . 55T-HU210 Face 8-1rod header/4-10dxl 112"jt. . 450/575. ___ _. -11-1 I---- __ I - I---.-- ______ � � to 117,411 . 141-2" .2.Xl0 ._24'-0" -�20#.�.It— . �1 7'-991� � TYP FLOOR STRAP.O'TL,, S I . . . .,�__-z77._.__,b _____...... ___.,�,,,V�, _71 � :__: --b-.1- _ I - _:.L_...__:_ I -1:5 -a .1 2 0- d - - -",.-=-�'_:�......I'�,-,�ll.-,,,�,,��,%,-,-,�--,. I . -11-11'...- ____ _�_ _ : -1 __'-d- ___ _____ ------� -------- ----,---.. _- 2XIO Z11. 17ft-0 2X 2 6_011 241-411 191-10tt . "'��'--'rr--'�,�-t,',"�-,7�:"�-..- -1 . I . � OTE:All Noteo, Ochedulco, Petaile, - - ____ - ---- . ._ , . It N I - 2XI12 1 26*406' - We IV. 11 S . _-_�:�,,_�_ I . I . I .1 55TW16 TF-TJI 2-16d top-2-10A 1/2"d joiet 930/1275 fl. A. ____ . __71----- -"---�"��x� ,��'-�'-""'--'-z�'-�-�'.�.":.��.,-��..��;,��..�t�--�--ll�, . I�. . _. . _ ... - 610 1`10f,9pply- 1,10C OMIY tl`1006 6lCt0il,,;5, I . , - ' 55T-M416 D13L. 2-16d top-2-10dA 1/2"jolet . . MANUFACTURER CONNECTOR NAILING PATTERN HOLD DOWN ANCHOR ALTERNATIVE EXPDXIED ANCHOR Not�eo,,qnd F)G[leduir,c,that 610;��lpply Span Tables for No.2 SYP Floor Jobt Span Table for No.2 SYP Floor.loist - ___.__,____,__.___,______.,_____._____... .. 55T-0356 Col-baoc 2-3/4!'Machirle Dolto-Post 6650/roro5o ---..- - . to thhr,i0l'-(prQir.ct) I 1 40 psf I LL,10 pst OL 40 psf Ll,, 10 psf D1, . -A-- . -ft- . I . . 5JMP5ON-(5ST.) LTT20 10-11661 COM. HTT16 5/61%811 5/8"Threader rod with min. . I � In 12"o.c. is"O.C. 2411 o.c. ___$IZF , , ___ (RAF-1117s) ei(� . 11 ,.4-,,�1.21l'I.AC.-,�16'.'dO.C...�,.24'�'O..,.C.I .. .- Ta WWI V_r I , I I 1.I - 9t--.9 I it-1. ..... 1'---_.-- - . . 55T-CC656 Col.Cap. 2-5/8"Machine bolto-Poet 3365. - NAIL9 I WEDGE IC'Embedment. I :pft==� -- � . F.F. I b 2X6 till-911 I 11 80-611 A -ratiss . . I I . . HEADER 5CHEDULE - - IN-2- -__ W-1V -__-1_f:6r-- - .-��. .....---�-..--.,�-.�..-�jt--I 1--_111-011 - ----,.--. - _____ --- - - . . 2x8 - _... 2X8 14'-�T' 0 . 55T-051rox44!' 11-ad below&11.-bd above fi. 6520tan5ion- 55T HT1`16 18-1rod COM. HTT22 NA 518"Threaded rod with min. NOTE: Except as called n plane. All materials to 1:;,e No. 2 SYF. . lx-io -. . 11T, *41' lv_r 2X 1 0 .,1181-011 1.6V.1 V, 13'-2" ! -S-ICA C-M e f.x, . . i * ' ' - / 1h,L-*Ati;-J4e cl,ff) ; NAILO. 10"Er6edment. 2111112 21'4" 1111`41111" IV-4" 2XII2.. 2V-9" . 181-11011 15'-4'.' . ,W %,*.%* . I I 0 g wo I 1. I Mier mailed w/row of 5-6d"fille'At 12"o.c. I I . '" eq --,.----�--,-.-�-,-.--,.-.--.--------.- / 4 . a � N � 55T HTT22 32-16d LTT20 V211X 71 At"Threaded rod with min. For spame over 12'see header called for on 0amb. . - I _Jr9.A__T4--7,.I-"_4C_-M,C-r,1P) - en .-- .-.-. 11A_ - _____ .. R - . .d - . a & is , . . . SINKER WEDGE &'Embedment. 71!!:1........._..._.___._ OCIF FRAMING NOTE5: . 6 ivr. 1 P R A//�,f P_ -I� - M-Taqsv-/6G(, rA I-, I I I a � �4ailingofSheathipgtoT 10';Joist Flanges and 1. CIO raft�ers to each bearing polint with -r.I 6 e 4)t 4,*.C4, 1 0 -.-.. . tl.� 11 . 2'x,*V wmw I I . - . __ walls -- .-- ..,. . I ...... I—- 1-1 . � _�.,).. __ lr',% . I 0 .ci ;,, I Tiirnber,Strandl�'L.Sl. or Atfic roll ani" 1,V1., Rin) Boirds FIST PHD& 24-1/4!%3" PHV& NA 7/8"Threaded rod Mth min. - 0 _-.._1....- - - ______-, -, . 56T MT612 for opano up to 10'-O". W/P411' 1140 15Y5(tM I i.2 _I. ___�... I � - I.- 1__----1--_- -1- I - t ,tv ..Wv, _.- r�-�5,.mpw:�� . .______--_ �.V�q�"_ 1, .0!to 0'.11_?�O§�. .- -0 IR I.-o- -0.1... ..191 0footAtito 160 01 - ".I. I.1.-I..�I I... _'�:�,::�,�� _.��_ _' I 15"Embedment. I �) I 5porls oreater than 10'ut3c 55T-LT,512. A150morl-all, Cosa &_* .0 . 4r �-1-1_..___..___.____ -1, - � -.,-. I � X10 I . - . 2-2x6 1 2-2 o 11 2-2x12 . 3-2xro 13-2110 3-W2 � ,�:i = . ... 1--.1. . -.'-�-,T-7�-z�F��1 -'_,-..- . _ - - . . 000' 4fh-Q"C- 04 1400F) C V . DE51GN LOAP5 : . _t, ,4,�� , 111-a _= 11 2. All ridgeo and valleyo ohall �c one(l) 5: 4 . .Si .Q� _ ..r., . I r4 a I ...,..-.b-.-��.-.-,..,.----.,--.----, .- __ _.-l-�"k�:-PL') I - ,`�. .,. . I � I Wedge arichorg shall bc"RAWL-5TUD"or"KWIK-l3OLT"or I . t IV I . . ! ,7,11�"4 - - I ..,�,; ,�,� -,lo- __�, ____ - nomimal isize larger that ajolming S S In .11 . �. � Z, " i `,___-, 1. ... . I 0 , .. . I .. - . - ...., .. __ - ___1.1--- I - - FLOOR- � A..", . I—"�'� i , ,'.� . rafter. '54OLv6u, 0 . . 11..1� -, 11"ISS11 � Tjf-7'15sl�, mu-01tior,..--. � approved equal. Epoxy system shall 17a 5Impson-Epo*j-T1c . ,-, I ..__ . I -! . . ��-�.��.1- ,. 1 . , . Tlllfl.,F� I NL--,:_11 _1_1�:. .i I , Live Load= 40pi5f i . . ".1sist �', .r... ... .�;I�_1:"��. __L .,.___��,_,�,I.valleyo 15hall 1;;e olouHel. 0J � � . 2� . _ . "SET or HILT!"HIT"or approved equal. - IL�_ . J_- I 0 j *5 ad,p��.___' _.I___ 2W I 31 4- 1 W4-,LJ L,o/f414 4. Nall rafter to cIg..1t. w/(4)-16 c.i Com. nai1r,. .. . Dead Load= 115pof �-,- ---I--b_____1_____-1 ___.___ _______.__.___._ ! I . - I I . I___.n=,��M - . .. T 9:_--rtlat,�iuto I X 4"' __ W ;1 ., _*1M_1L-Tnr____[__ ._0�`,". �, ____ :__:______ .-___ ______"=== 1.1=7.i._=:n1!77=1 7�11.11 _7 -:�� 4r) rt.r1/r_Lo6lt . I., -1_ - . .�. . I ��:==::=1:;ZZ.- 1_.7==;=:1:!==1_1Tn1tM._1.......-_.....-I-1.111.- -7-M,-__=4 C64VLI1;V1 0_�4f&o� _ ,-� , . _ - ___-- - _ ----.---�,-----,------,---�.-�-d-.---,-.---�,---.,=�:%---Mln7l-�1=1�- r="::__z=.__17z_,=- _ 5. Noil rafterc,to plate w/(3) -16d com, mailri. 40 (Carpet or Wood) 10d.12dbox 1 :3, 2' 4" 6" 1____1...______.__,_._-_.._---------.-...,-....-..--.--.--�"d�.-.--,.-�..�. _ ......I,.......-....-I..-111 [Zi' I .I---- ----; �� __ - __------- Slf,�11!" . r- -� - ,ii-r--m -1 ---.-.-v-.--�. �.�.'. -�- __ !_ .-1._.___ d . 6. Al raftem and ceilino joi5t ehall �o No.#2 . '0 , 2 ;4 � _�. . . T 0 . Q Dcad Load= 20prif _7_2_.�� __-- -1------- -_- ._____1.____m� .I-.---! . . ,!, 2'---- S T . .. d . - All-LOf 4#91.1- U61!`40 14104 t(oc-OPPL.g.. . -4w 44 '. , r, NX 00"IW4.� V , . � :Tlrm�n RUCTURAL NOTES: 0 . . - __ �, _ -1 �: - I . -NA,- . 8" I I ' -111P V OZ Deflection Criteria: � .. __� _ _ _ � . _ .- . IL14 S- 61'fall W I ov-, 0911.41"AIS S&R -v�.5.11ti-L UStt.(.9,1 V-164k. .5.1ulos J� , or 13T. 13YO. .�,". W oVK11411-144- U0 -rd. SV, I . . ; 1 is . 6 _r_ 0 & 0 . - Lt4 P_ -5s% -610 ug; �5pt*.o-ror0l (QC(LIPPLi�-5- (utal.Jj IF d>PEI41Iqq5 &C-ta.17 .V-01 IN opan taHc foriflternateand c,p,1m,. , U 4/ 1.Wood fmming shall comply with oaction on(wood framing) -sotor . 4.. 6P*L - 7.5ec . E 0. 6 0 Carpet or wood L/48OLL W �T- -1... I . . I e Q3 ." 0 a . _V I 01u. J I;f,_pl,t,H, . . TYP INTR--SHE-ARWALL \�\-I;/ b. im J_- (A cit 0 L/240PL joist ii�iii-tw- The latest approved addition of the F15C. a-for 4 04f.M FLA-Tgg. ?L&*flfC . _. . . . .... . . � -�=�-'�ZZ-=--":.,:Iz,,:."-.-�:-.b,-,-�.,-�.--', ____._______ ��.�zz== . . .. - � --I .-,--....---.-------,--.----�---.�- I'll, .--I--___________ _--.:.: -_ .1 . 19.2-on-Op"ter$Pmhv N .. I - &AL. I ... _-_ .,----- , 1._.�_ T) �P, I M .g . I-191v,." - � - _ - -_ -_ _ . . . . 90 Tile 1_165COLL --_--_.--1 - --.11 ;_2 1 1 ->.5-r-�15M4�/,4. .:Aq. . 1!� . b ; __. . I . . - .(�s M U ,.; 3 . 2-31IU: 2.Ali laps in top plate of baring walls Mail be a minimum . . .:,!:I . ;! - - I . q) .E- .12 '.4 3.5 15 1 . . _ ll I-,.---- ___,___�� -�----.--------.--..-,-�-,------�..-I -4 ' L1365ODL - maximum stocing 01 raft is., I 7,A I Of 47-o"am mailed witJ412.-I&I common ruille, or tit 'P.C.-rop it W, .- / 7- __ I� - _ _.________________.___ ._.___._________.... -, w a 0 4-76'Yoe I I— " - .---. . . . U I! -1. 1,71=, , .- I - . . ---.'. LO 18'tic,k)rTJrJISSPaMTJt-125$;P Ir - I I . . " 1 ______7"* . . / -1 t I - , '_` . CAI :� 9 5-96* 1 1"1051"gun Malls. ;� icA_ ;. ; C ROOF (truoo) 1W ar-kit'l"WAS SP antkT.111�55 1�p I 6-tisvie I : .1 A"ille.. .111 � - A&r-laa_ 14 rZio,lit'l- .ST(Lb,V () tc,lsts, 1 7-1134W I I I I I - I (65T,VI1141f.all e,sT:W1.&it . 5-s,r_L1-'r,& IE�,_-(RAC14) . it�K::t.o---9-10-1-k$v--..------.-......., 0 J_- . "mom than one tow of nails is tvL a-UAW, I 3.All gaW ends&hall im balloort frAmed Or braced For dcUll- 1. h . 40-M.&J,11-11*.f--,&p%"j,445.-. - . .. N U Live Load TC 20pof 1 -4 t, -17P . I . ' . . @ 1he ruws friust tM tm,-. after�,, 9 .1vit'" I I . . . � 4-1 06 'tagm-4. 16, in-192^ 1 1 1 . Q4�16t-'rkm AV-04,ztp) - , . _= . I ! I I I . : . DC 10paf 14 ga ,d I 11-21 111`-C 9 shall be nalW at 31,o.c.or 6o.c.(As noted) I I I . M = I � stapiad may bo substituted fur P 1 4.An sharwoll I I L," � b . 7-tX...._0;6;fk9 0 .r . Duration Factor 1.25 . nalls if mininturn poWratiov?to I'into 1 12-MW . I I I ?, .. 111W k4,WL. &IM . :E flioTJ'i,�stsorriiiitxxutis;3x�Neved 1 13-249Ve On all edgas and 1z,0-0.trit"adinto W/84 cam.rialle b ! I i ""'W*110-DO It'll) ,',W.kO!-,# (5)a,IN . L '3 1 a IV0.4 rk". 6010: ' 0 Ui I Ocad Load TC 7pd . Chart2appliestordmatactrventof 1 14-26813Ag* . (U.O.N.).Mock all unsupported 0400 with 2"x,V flatwlea I -11flIt-AL 4l1hfVI',W 1 I I � W11111414'434:VP 11444 ISIUCK �- ' . I U . fjt*rhr joists nnd Nnd*n panels it) 2W 15-281,t* i . --- .--.- lt�a wan Tkale. , I-,---------- bloMnill.Shearwgile shall be 1!51WICPX(I.I.O.N.). I Iii (6146) . I b: 9 . . . ,* I - , , , ( ; . .W A-144-1110k?3,R1.(.)L-6ipWeL-f . . . --Ule;-C&L1LhA 1 f . 13C 5pof 5.Strap header studsto AK top plats W/SFH V6 art each i - I I I . . 1'6 0 1. -_ . -_ I. -_ . . I _: - 59VI;L4X...I44Sl&LLJQ 4"Lb I - _� .and of header and nail wt 12-1041 x 1-11&'nalla or 12- . _"._. ---I .-_.______.�=;��...111 ; I .ljrhi�14-14FI1p'1*.l4 N440r) I . .-!;51*_ WIS.11-..qx. . ROOF (conv. Frame) . I - - . 1� : r-,,,, I W1:1 Vftf5W.,vWl,f.�44 1 . I . .1311IX2-VZ'tun nalle. I __ ii _A11.144140L rJacm.MW 6 � Is I . . I . . 44-ria -fb P141P . ra a J-1"'�;,P. OTLA r-F#4 4 . _._...e.I('10.c..C zb<IL�, . romans 5: 8 - - . _ --- : . . Rafter Load= 2Qpof'LL . . � . i L-44&TCO irl-ruilL S101! I I--- - - --- - - &Al ZAM, Nxl�� . co-Vox. --j�-,T.�MT5_1f, . . � I . 10 'of DL : . ro.Homier studs and header crIFIfto should bio naillIed together I i I I 4 V4LXAfVIX "o 41�1111s,-ro e_t,r_-.),&K-f . . . . P . L I . . . 'ro IlArlea-_4 .�Oi.41 , . . .. . b � "evc.wh2d gun malls(.131"ic Y)staqqorad. Clip unit W F:1,,,�;--,;4r . %wrilril l" I'Ll, rtuilA . � (4) 14,L46m,"Im" . I . -j-.-r--15f%--A1e..-r_ , . . I . . Duration Factor. 1.25". 1 shoo plate W/1-SPH 4105 clop and Hall w/12-10d A-1/V11,111116 , ..* SLA.6 P I 1 . ,6,%M IE. . . . . - - . . I I 6154%41.,.. ... . . . Ceillng'.Load= 20 'of LL ./:o5T_15PA.J1t.4:Lirf , o- . I � I . I .-- - - / It - ____ -.- . r - � - - 46r- W . . . . I (U.O.N.) Vt"#liowe , . . . .. . ' - .. .. . W-ila"Ji.444u6p. t.'r . I . . UK& .e-I a'.9 . i 9i : 4613%110 - -----..--.---.- . . I - - 7.All window and door components must I'*ded'18"ad to . ,q'saeAN'; lswao- use. . __ a.tps%P.C.. . . I .. . . .. : I I . . .. . . -5-IGN CK I . � . I � 11 El . : " �� 1. PE - �l A�-. - I . IN"Otploid the design loads Osseel on a 120 MPH vAnd zone. ,s-s-r_r-,q i t,-4 46&-41,49&r. - = - 11, 11 -_ 11 .....'1111 . . . .'. - I . I I " DUILDING CObE :.: - � " FLOkibAb1JILDING CODE . I -.... 11 . .= ---.. 1i____--.. I - . - .44PAS-1512ac-114f. . � 'I r;14 , * ... . . . . .Y#VWAYV*WA*JJ911 .. _ . . - - 10pefOL - . .. ,.- - - - � - . -.-,...-.-,------.-,------.--.-.--.-- ----=I-. . . . _______._1,...�,�7��r_ I_ ." .: I .- � 7 - _ � -.,�,:1-_-_,..:_ .. . .. . . I . - .- _] . .........__.1�_._.. - - , - - - - - I . ...... I .. -1-I 7- _ . FILbIA10(, wint4fri - . I I I . I . I . � I . * . I � . . WIND DE51GN METHOD :A5CE 7-98 . . '(U.O.N.). . . (�p k - k . . . I I . -ou rr�6, -b m If ,5 p o 41(,e- , . . � . . . S.All connectors are siMPSON or equal. . . � �y . . I . ... .. I I . . wiv. tioco a.pv ,6,% U115 . . W � 13 , DA51C WIND OPEED:' * 120 mph .. . . . � . I . �... � ..: . . , . . . � I � . , I : . U i - I . . . . . I I ; � A * I . � . . . . ! 1: � . I . . . I PIN, -L "'N � . . tol,101111 ! I ... - __ I - . of 2,0W pof . on minimurn soil baring caraci . . . ��______ ZL_ , * 4 1 - . . DUILDING CATEGORY: 11 - � . 9.Fourtelation design to bodied tY .TYP, HEADER.,STRAP . TYP STRAPPING THREADED rGo . .. CONST DT . FRA M 4 - - J 1% MNP IMPORTANCE FACTOR:1.00 .. . .. I . � _ � I I . . ..1 b I . . . I @% : k! " " . , . I . *�, I . '. . I Wr . t I . . . . I Il . . . . . 11 . , 9 - IWINPEXP05URE : * __�q"� _* -,____ .� , , 10.Design vAnd loads are 1011116"Orl APPlICANO WildIrig Code . : V-I 7) I . . ROD 'SYSTOM ' � . . (* . W " ix - -,-,- " "' , * I . ____001 � . . I .. .. . .1 . . I .. I . K 6 . DE51GN FOP,PARTIALLY ENCL05ED 5TRUCTURE -11, . . ,I � I "- " *.. ....... ,"''_______ , � :I, (FOQ.120 MPH. . � . . . . 1 . . . -_-_.1__ - _.=.i___1.__ ..Z=:==_.::� 7�,_ ��._=_,=r_._'n_ ��_�� !!�7�7:!�7�-z��77r7-.�,r�=�-:7!-...-. .. � ---,...-. ,____ -----.._-w1.-.-,1...... �=='�..=---,-------'=:�--:t.*r='Z':�-�l:tn,*=!� �m,rm=-,.,��",-,.=,�:.,�;"��l.::*.71.11��It'li�'It'l-��'V--"!ZZ�l=-�=-Z=X.ii�!----:7.-i:----It-�--=,--n ___ " . , . , . , . , . I " -"---,, * - _-, -, -,--- , - - * I " - . ..,......"....1.11---"=:Z�---,�*-,:=::tl-%--�-,iT=:Iz�l.===:r=-,:��l.-�--I_._,________.__ �__=_==t�:=- __=��!�= , . � ----.-�---,,�.,----,-----�.1-1.�"---,.. ...... �� , � A4 . . . f . . , 1. --i _: -�, �_.___ .- . 1. . . . . . . . I � - . 1. .1 I . . . .0 I .4 . . - 'i b . . . % I 1. . . . - . . . . . I I . . . . . 0 .0 . I I . . . � . : - . . I . . ; . � 1. I . , . � . . .. �v � . . . � . � , , pow 2 � , . . .k,; . 1. -11 .___ '---",------- -_11-4- __ ___ .. . . . . . � .. , �. �, ---.4�,-.'�-.--4",..��----z,��-,� . . . 11..__...1_____.� ,1r=_._-_..1��;,*�_ftj=_===_ L_._xzl�lyzb�%��=xl-im---qw-m-,-* �_�_ �- . !,.__,..._, .� -1 - �.... .... . . . . . . I M 0 . . .___-, . __._._.,__._�____-, -JOISTS ONLY I . . 1X+a , �*s . : YjIr . . 'tl, -.6"1 41, / .//J( I / / il .,/./ /.." ., . . . . . 0 6 1 ANION r I I I . qWA14OWN'T41 . .. .An . 1s"L.LIMA d"t.us I.I.c... . 411 �� 5;L*),.1* . I /, I . . 0 � - .. . �:, . � r I I I .. = . d ) ii�. , +. :11106so , .Ir .. 641-119.1 q.VP_ . . 1. - . . Blocking 43A . .... _. � I .-W I..... .." . . .1,..;_ $�,�I% 1 - .. , / . . . . - M "r f . % � , panel �rtla 4k~VA ! . / FAS0.16-. . I .1. It . . a� . - .. I- . ,,-_'=. - 14 04F.Ac . / 11:�:�� . .1 � I �.: . . 1-1 11__�. � 1, I ____ . I\ If__ �_ ,./ I I . . : ,_� . - I. I , / � � �__�_ I .": .11,./ .11 t �,,� I in .__� - :1W.Um 4 V*44s.. - ), �:",-, .1 / . 0 %_" - .4r, 4 J � , I, / . , , E " - I . --,Y.I011L.6P_0!kk4 I . . �/` I".1 I , , ty Y�/ /�. ",�'t I ,pAV4W- , , .,'/;Iw/ I,_ . W . . I a , I// 1� /. .,, 0 1 OFW.*$.�STEIYII I I 1 . . . /4..Ifttac� 1XI PL.L . ta.4t*L1;-_/ / f�l /� .., , YPICAL U7. NNW . 2)r,4 rrin. wwen*pit, . rl, ,� sh UrAm . I . ll-bUlti-AF4111114*14 I , . 0 :I Ift L , �_ . - . . - ... ... I; - , , M S 3 C4 I - . .... ...- - N I 11-% It Mr.141 . :.* *,-.,-� , . -*i " . . I - 1. I+ -LSL I -1 Y___ .1;05-r�/ 1.� ... . .1 - - � ,. . 'A. - -, . - ,-,�,5-'r, e. ,,, / .. ___1 1-:0 . ly Stan" - ,,,A i I ___� - �. . 4,5M-i;;r4-I1-,-eJ_Ir, M-� a, � _._1-.-------_._____ - I l6rn I TiffkafStraty! Fn��,�E� I_] �141_/ ...f - , - .-1 . -_ /,/ / tt� �:)L)t4,401;_Lb� ) . . "I " 9, I nathoptrd I � . , - . 4. . /, - , / ULU f6rla(L . . . : U � . U"onp F�stq _JA _______ ,, * . .Iftorll* I -mv.t...A1;.&Q.:V�-*.1 ---�_ I J� / ,/., i . .� WhiLtiP..v//C-.131"le-.��14&'Lr- . . I . . 11 , too M 12d tvnx mvi each S16P nr,mll; lera4atrptin.'Adq � ��-- - . /,-,- 0 1 . (JA6Y59_ 1.P of U,ici%k W bewim.I%Y Minlirum I : - �, - . . - - - __ - - -_/ .. I / ! . * - - . . , I 0&mtAoW?MAer,db#wirq,.by . ) A- , 1A . , -4�', I Z/ / .._LAeji,'TIf9_J4 . lal)� _ tr--6rTk1td I - . . h, ,_ . / 01 I IA) &F ahl:fr.rL ) /frnm 04 to milomim softirn(W)ir bladdil panot%hanqL � ;,, . 11 . . . I . aftx.�hm(,nimarimb,x--wdcttimloil.t I i - I "', 110'WAft-rov, . 11 I . / /" /, . = - . . . I � _.___,____.__.___ - - - + . - ++...--..-,-. .. . / I I , , I ��__' I lc�t, *,r"!L1, , � it' f ,/ i - .X .��__ tr_1 ,�'."I i r. Single or dm . 6-W-i,4,K6dA*X A,Ylb..ILI,c�t, *),r"!L11. . . %J �1� .. ,Z;1+.N"��Iwt4_e__-M 0,v, I . 1 ---I .. ... . � "" - IL W firm boarc - - 0-orri.tra.l.US ... .._ _ I ,\ .1 UN . . . I __ _ nrl - "--- ,j i Willie.It If~ , If " /////!TYf,;,---*>r_ t4AIL. �,-.J;,ry V I,,,- -,, . . I .� I I _1_ 0 .-'I >-, i-��.-.-,;w,2 0-. ---I . __ .�, 19414 OA I . � ;.. ..�_;# .W.I.r1r.... V //"� L I . ... - . ._� . L!f.,:r- T!,-�f-(e?-�I Vo,r_ - . 7 . VI4C1r_+\A1110- . Haft may need to tw I fma,ollam VA_ , \ I . . Q '5�.l r�araM n,P4,�L / /,/. . __� , : ��e doWl A6 llor addhiorma I I . fl.i . , I-,' � ,.�W,.,� twimn at mvis in ninknim I =1 I - 1"ADn"Iyon. �t*#Ae�URASObr-cFtgt'nn-tfntbro" . � . b . .. .? I I I I 11 (5) IIN I.I Y S,.`.-...I--WL�:" . r . . -�Pwtwn d beatlem L 8 L�?) 91 - . X - L ptal(t __�. I -----� � .-_-1........___________._.__._ -_ . 4YA 1 Jif$ -<II6&10rJ4 . � . ". . . �i . I I TfMRERSMAND�LSI-nIM 1110ARD Olociting pArtels required for bracing . . ";'// . + .. . . I . .. � (A)- __ 1� / I . 4_6A."01 4.94 iie. =;v .. . Y"I .H4I1,,6a4,-:4,-fa..IWr.6W" . . 1 .7 . with delalls A?and A3L f�ep General *_5W CV -1/it.Onss. // ,J: . I I I 'A � .. _ J.,I, lif.LW/ _,I,,llllA .311 $JJ . 1-2 . Note-,hr,'inw, I . -S. ,f-a 'LIU . � 'ILS . _L 19 - I 1) �_ ,,_,�;�t q .61r. I Xi't' � . . 4" 1. 6i I-4) FILE: ' R 856 . 6:1 '.1 .W/ fil-wul-ro. . 16,-�W`1- - I I + . I.- 11, f;:1__,��,;�_1, . . , �,-;� 51 - ,1f NV . . 1Y 11 . . I - . . .. , _C� - V11 .. . ,,, -dNI4 . Air,A 4&W. / . I . -�I...... - I � - . I . > I .. . I I � .--1- .1. 4 , I . . . I � I elo!�' . - '. . 11 14411-""o- / . -I . . . ."m. I REF : . I _ �- -�. �, '-�- 1% . " . . ""'� . PL-16'.11/sIr 1%l`r". !t4 !45:r:-�:.-- - - ..�L.,_.,_1...... �, . �� e, - , . . , . . . . L ,�", - .1 --.-b! -1.L. - ta...-, I --.,,,--� , . ,�., �� X \ \ . �-i -1-,5_1-1�-- ..7� .,:,:- . . I ..-FIL 1-7--y.if.w. .-I I . , , , 11 I—— . .1 . I I - _ - �, . - �,�� .. _,.,Z��,4 , \ * 11 .. / /! . L . 4 . . . . � oat --bb . I V " //' . b I .. 11 * �� \ J ��_ , I . . . //1", , . ==� =-.==_=__I=��_�_ . , p.q.27 i-`=-Wll��711_-I / __1 I .. G�11, . 7� . . I � ,-,., I I - - ,I --- . \ . .I , �/ , . 6 . = =..=-- L . I .. . . . . � Ii.- , I 114V ,-,�,,I . _\,��,, ..I. " / 11 . , _1 , -- , Q4L BfIWV -_)6151 . . I - - if - ,�," ,� TJI-rim Joist rim boord . 'IV . I 11 -1 - . *4-r.Lr.1A(4 . -- / 1; I, I ---- '1151-o'e-Y-1 _ _KW . 1_nnna, -i / - . ."L �� 11, �, � . . I . I . . . . , � .. . . L ___ -\- . * 41! 131014- , I . .. . I IN , -- . / / 1�:_ /\ . - . . + . /�" -_ � I _____________ -1. .I � . \ . 11 , )I f . . . .. . .I - 1_1�' rmcm.nd.ian-;;�Noi�i I V.*rim bm3rd Allowed with 9W . . / . I I L �?) onLt"V.1At1NtNG . - . . t- . I � � I - � - .1 ._.___- -_1_______ . I . I . INI . . I . 11 / +...... .�T..Vfl;. .....'. . . . b . � L I - and 11IIA'Jolst only,unlass urAd / I -----. . . b... - L I I L _12z�_"__--�11 , , , . �,_,, 11 .. I I / 11 V . . I I . . For instAllation Statitlity: � �,::�-, . - Termpomry"unes(W - , , - :;- '... � , . U I%L*949.J,I- e-491*.,-- :0V11 . . . , roin.)V onimfftr maximum _� - �1_*�.___"��.......�,'-.;'.�,�,'+.�'� I e4 ARM .n*�ffwzn. . I-X"A*n*wlY*LVL may I with W min.squash bkxk%as . . (1-1 11*K.ft- . ..-..L." . L . . . . . .. /.1_1,'_'� I - "' . b"o 112A shown in dataill A2.. . . . . .. -b .. /", / I� . txP LT_ .-.-. .,.. ..1 . . I . . I + with TJ1,11 5 SP loists;W a c� . � I JoWboodrigntands, .. 8 oft*W ttsed as rka bwrd.. . . I. / /" I , I . .,- . .1 maxterium.,'I�h Tit M SP. . . I . 10 T I� I r, . . . , . 8 Mi..�___ . . . 'r,1111115 Sp and'U"55!1P . .. @____\'.�1-11 I-- Load bearinn or she Load bearing wall .. ..... ek"OKIPSIrk"May MWFMEIXATE HEARWG- . .. b I .,. .1y.i. .. .. - - ... . .. .. _... . . . � . . I L I joists.Fas"at ouch W, - _A__ --.-..---.,-- -,;tr . . � . . I 0, with 2-6d riaits min.O.T, r#lftrSzrarW-1.�X_riat bowd wav abo"(rotmt , . I above(mustr-lick ,,;hear rMIft 00ve or I . . __ I G� . 6�p . N ' . . � . , , \\� , . . I.-,-"Vfmo*" NO LGAT)FIVAIRINGWALL ABOVE TYP GABLE FRAMING . Y P. M R FRAMIN , .- TYP BONUS RM.,FRAMI BR . I WAl1nl?4Gte!n.m). - may be tmed as a climcl. p "'tt E��J . : stack ever wag belcroo), -11 over%Wl bpoloiP6 ",Io",.��.dk,blIfff. .", , b _ .. I . - - - ,.� . - - - I- -_ I—--I*1.1.b .1-"..,I . . . I... -1�' _ ..... ." I-,---.____.._______...__ "!Pt&-,eff""k?.1%.dkXq0W*T-11 \ 1-ItAmp"n Vn \ ,�� L . . . tt t, , ' . L . . dam")oirl wben-�4"Ttwwt"ed ,�___._______L__1 I \ _�,�.,:o . � . . " . �"ft milim ul"q Vr 1,nockouts at e4w;mvm*.,mq;lv"t- . . \ - . .�A . .. . . . . NO SCALE, .0 , I SCALE: N.T S. A 11- . . . - I �th ______________ . . & -, t3locWrig 2X4 minimurn .ee� . . .--- ... . . . . . . ,�_.e, e'l . -_'_-_---_.___1_-- . F,P�Malkaiv 12"or.. . , _ �_� . . - -_ I . I . I �I L . 11 -1 � net ,�, I I -1_1-1. ------..,- -_ , _,__._______-_.- __ �__;., ._.____'_ � . I . � F_ � scluash thocks I I .------- ,_.__.____________ -I----- _? __.._,____,____.___.=_1=_ -_1_-__.11____1._1_-1____,-,.,.-...�--..-"-"".,-�,---.--,,..,..�.-..,-.b..-,�--,--It----�� 1774 ,rT'��"�f!�=�7r*===-=,t=�-n��- . I '_ . . I .. ,_ 1,��,-, I I I . - . I _ I . .1 . . �. . ,�, 5:�� . I . . . I . . . . . . . Se0otlex twins Nnhirig against . . I I .. ---1 ---1--------- �_....I--..--_- --�--.---------.,-.------�,-...------�--.-..--�--,----,-.�.-.,-.---,.."----,-- 1�� i . I . I . . . Wn"Pnxi Pwos .. . , . I Sacker block.install . i _'� 11 11 . I-� ..... . . . . . 1* , . _ . . ,�, lAicrollarn'i_VL or . , . . �r��,0 1,I� I . . ftxkftpp-ft I . . . . - , Pa!n *"to top Itange(tigtil 1.;11 �U" any be r&qukvd Yom k!r .� . . ,:�', ,; � . . . I I � . . . . I I I I/ ll;am-PSL boom -arint . . I - le ,W .,.., . . N 3&W . 1-1� . �, . b to bottom ftango with, 1"plate w?L ,4- shmr"aftawyeer V41W I-rVI,r_-C-1,!rY_ . I 'I-,�. . � DRAWN . . q: __ � ... � tammuturdinargers)b . F hinsidn _,,�� V_ �, hvft"L Sow doblifffl. . . elllwfl e4uquill . t . �� . . - * '. N ail volt t I 0-I Od t." .,� �, C11) +Z"r-M-r'S-IV kZbiA - . . 11.... . - . ":Z..�,,�.:.,-_V� . face.of Yn"or bearn. . 91,00104 . . - - .. - .nails. off I'- I . ,R__ . Z--- . watalpfoal on' I ; - .-��1�1'E --,-:-'V-_ 4:=. L am%10 tll:�_ ... A�, - � , I , "r--T%�6-r,, pc.w-r A- . I � ,. �. I I when;;Q) �. , '_,// I Web affillenem mW Ile rsqt~lbr VAO siftners may be=Inr wob tt&*ners mw be rswirmd for . . 'WALL Al thig POW9.00 deck is *ndWiit""d rl"IS11 \t`$k�k�' .L. I I I I I �,.. I - .- . Se 4XW*r1Q0Lk,- . � `-\,/"f(40P4 F,14,� . will"accapt%M Itatlic - -.,- ------ '� 1i . . � I . � '011M SP*w1r.0114S ITP ffik"1%10 TWAKSPAM11r,11"Iss . See . Tillmspw1dripm I I r �4 . . I . ! 111;;riw--- "� �!... 1,,�-!, I q -_ � L NON,6tfftd&rfbw_,;;wrP c1rorK . We;tjcoat lot mwe trallknble Purpose. ;�,, '--.� .. . �I-_�-_ -- �. . . , I 1-1, ftle 6 under flo(w spar;cherIv. 0 va ft,6 to i di-A,�or.,q w i i ch x"- �_,X?CW111 -1 -I I "Le �. i C , . ,,�, .1 8 8 8 R4 .*MV- elwAt:71j.l., 90"IM. ., ._ % ,., . ... - - ,* -, . I L I -------- � r&(,& , I , . I - . �1. ______ -.--I---- . . �� Face 1"ount X.'. , \/P4 I rL I VLA 6 U I , � I �.. - �." 1 11-3,%44- , I . -1. � hanger -- I,I - \ ff .. --�t�� .1. . � � I I 1_1� .- V_ -Z)(A,61t419s q- 1&.t Step 3. t1f.-st.11,1C, _ . '_11 I- � ,4 - . DATE - / \ , . . V, . . . r*t_-(,.,-N.4,1T,�,1rtt%f __ I f I . , , , , , I I" I I wearcoal hatdwemri'a , . A-9ftic- , WSJ 4"o Web stitfane 1, . .. . CrOor Mali- rl�J-" TI.. 1.. I . me . . . . L .,.:I------ : i I � . 411r; �4_1-ri_-( -r. %-��4&i,4,WAI Ls _;P1140 " '' --'--L.-- _. J,/ . . . dinched(t IGA 64 box nints;Invii ,-:;-;�, . .. , � of the harx rr urn'Atp /it tho Gick-'s Filler blodL Nahwith llt�-10dbox nail ,<.�-:�5 i . . . . � .51111,I,Lr_ . 1'�.- - . . 11- . I lot; 15 ltrwoveb 7- 6).-,5-r- W;4.5 w/ . 1704UP C-y .--.--- _ ' li ' t trolly lk!:�` ,,�,, r.1" N�) ' _ I ,W do net tat supposAlIrtc, ttnoi Eid*�w4h TX,f1;5 SP ioists�). i . ,�44 A�� - i PL,ort _.r -.-, 11 , - . - . . .1 TJI-jz)ir I top tiange or per note 5 under , ..4_ ,e L . . �Z: SCALE � -f _ _I&QP.4 -Tk L --_ ---- � floor span charts.See datail)(: . . - ! GENERAL NOTES: of " Tj Ll I0q C Ur> 0"I. I , 6^11)ft ,1�1,.___ , ]�,'�)/ � "" . I - L -304 � ..)6 Cit I �,4 ,� . .11 Zjoncl .,\ , .- �, t&S R a-r� P> U-NaTirt . .. , �11 ji-;�1;5�' . 1�1" .-L e � - ), W'RIM WARD.REINFORCFAWNT OR CLOWRE I ,e,4_- _�;� lil.L IM top mount hanget.%bat*er MNIIAUM REARIM I " . 4,%�.ip,�'tz,, -�,,�-��P Al -_ al .. - - - I . . � , - _... __ I . . Y V1. . 11�11`111 P _�� '. � 1---__1 I I I - . ,.,�,-,.;,.:L_ M.rxfz,f,ml - , - . "-.-.-�_ - _.- nq .'rim tictard,reinforcement Lrclosure relm to,Vr-Dx plywood . AC 5-4.(V I_t ,�_ __�,.,..,_.._ --I- , .-. ,, '.% -_ - 1Y4"mirAmumbrQri , isrMuiredaljoir,tonch - -e4w$or q ; . . .V W,z 1` , -, ,�_. .NO vir.wtvtA_ _�_-7--_ ___'_ _?`� �_ -JOB N0. . . - - � oter,Y4 .moo MY24spani rated*ts."hinq that is cut to ., I . . A 0- 1�i , "_ � , \�_ , __ I/ , see rw."21 for connection- kmd cr*eads P50pwrds. 11) . 3W minintwribewing isr".ifiredwhan joistr are conthums 6w.rVie support.SV� . L�1� I I H1 197m usbg rnttlf4pie nvenoftw bearm,s, b/cx*requfted only Wien harmer , : , �1) 8 , t, ! ____ Fifttf".00 � >,�r, - � _,�;i . * -------__------ _____1__-_- -I-----"--- ._______..___.__., __ ---_11 may be required for maximunt caps�cily. rmtch the full depth of ftjoW�InsMil with twe Wain horiznntaL W � _-, SY -*6,4, stop 2.S931011ex Finish Cost -� /--.J� , -,<,- 1,�, I --=I-i--ir. , � t_- :--.-7-_�------1,- __V_ _- .(,4-I !,. t 4 6,eo V --------,* i '1� .'�/('Z)4 rLY, 4! rinra]bW PSL or multiple slor.1 %VF8 STIFFENER ATTACHMENT tirn brtard end i0ints must beat Tit,Joist location& ; , ----. I -1 ��_fl?./ . I � BLOCKING PANEL%OM BOARnS OR RIM JIM= I Rm board and candlems reintircemeAt mtr,t I"r fully an the waft ; 11014 ........I . 11 5�1`tpwlj INI Illo,4. , �1013 I.Sttaletlft Pink(Foundation Coat) � ; ;A��4,�:i*._-we�r_: , I--- Column.Sea page 27 for r JOISTS Sp JOISTS I _0,t.-"-rL4w.iA4- Are-UL kl� i :X, 1_` I . , ��,�i_'' � .1 � � . SHEET . - rorsi" -storyapplicatiansandtv ations.Lisp -0n - I -ar .Stop 1.sablotla Fabric , :_ . I � - . inlormation 041 I ,cor.d slon,of two-story appar- .del. plam"I"limurn w7d)Dlate WM is 3W'. . W f6 IJI 1;f, _4,JJTLJ.� I - ,to I � ! rp�$A I 5 T I 16 11 -,i E:�z 1__..1-._..-�"- 1-.--_.11i I � L .Parathm-F�It_ . - Macnrng 0DmWn,Q VAM 1he C--Afe shall be camed to tho foundation. . I . "I .916r. -rawA.Li_ L-6c-/A-11d,i-,5. 4-...11 stop 1.seakillax Pink(%aluration Coa . I __ . . . AA I -I mr,(1 12on,,, - . 'I ,-.---. I V41M W rim board L4 tmed.tioding panLft cot from mj=llam, It - *r-L.P4ui,Jr. A,:T AFLL V � . P01f 9.MARWArin%AU&M aory applications,use dMaits At,A2.A4 or A5. "..... l""t, ,-.I-VL,!1/1"I.."tti.i, L - M%onns'. . ,-Gap: . ,.1 t3arr I - DeWitt-,pmAde 1000 pilverticat load ttans"foreach ta�vr otl/s'rim board. ; ImULA� I . _ ___.__._____._______ _. ., ____ /, . ..�Y I ; I LA, I--,' . ., : " `Xmjnirram� 1�--- )�-!. v.,rn�nlrnurn . Wall!;ptrAido 2(M plf vPdlc,,J load tnns�Int oQch TJV Unciiing p�-mnl or am TimberStrand'LSL or TJI'joists mmt be imitallod tot a rdni- I . . , - .z - - I t �^J�,"� V,I. � - . itt;-J: -_ 2.1,4"Maximurn . murn ot 4'at nmh end and at Irv%4'Pvery 25'ot t)(?aring wan lenqtn ; ,r I -1 P.- O,rL-' . I � - I , 21",ni,oirnum I I joist. I I L ' . "> � ; -1 ---" __ . , � "� . / \ . I il, � - D(Am,htwovitl�-3450pilyettic,-A�o;tdlr,it),,41t�,Forwidi JVVTimbers",rid'[St,om to cairy wan bracing as requitott to the foundation,Additional to 6. I . I I . � . -.. " / 3-86 Nm nails-clinched i >,p ir 1, I . ISteL -1 1 � ,P, wide stripsov'"inints I . , el__.I -, " 1. 1,� ,L 'P.,, l _1� , ,-- __ Id h........� t)oard or Nrx+.,*nfl panpl. . 181mul IWA ft"fift MVY b0 required,000k C�Ifttdltlnns and edd ; TYR FLASHING DTL. laial,�"2 0 RIDGE /PONYWALL 3/4 DTL. ' 1-*R�p . . betweim boards . '' I ei - .1.11" , , 41 I 11� / . . 001ait.()rovkto 51 45 pit vertic-,il la.1d lrpo��Jt,r for e,nc;h IW&�5rnj a rirr, blorkl"g with M.illml As neOris%ary to frarnfer Imadn Imporod, . - _____ - . TF 1 _-.6 ",- - 11 . . 1/1 -` TiM215!33P joi-ts:W"x.1.Y,*'m!nimwn arh r�.de 1 , .I tn'LVI. ! . cA-nON _'�. I . . 4 mirttrriumt � '7 f."i to the k-AmixtaTion -rWP . t I . 71, � 2`X4 web stiffener . . ��117- � * ------. ____.__._____________ -A TEM t ) / / t ho,aid or blockinq pamil. I . E)E - I.-OF(JE X SYS* . I - - ,qzv�d,,tall Arl. / I '* : - __ I itSPI 9-Minin-d1n) I/ . `fi,�i P,Toint codes.kit accept ance of deti-Is AP.A3 aod AG . ___I—, - ,- -_1 . _- .1- - -_�- '-'' . ?Y I l..t.. /I//�-rjl1i; I,,,,-'I- 1_-e `1 I . Rr;,4c.,r�.Iminplyiriqvr,'Ihittect),Ilsti,,4!it,pr.:Ini . ��, DETAIL SHOWING TYPICAL DECK APPLI k rqUaSh.t*K+-S ,F1�ik,ftr I-x,!1/,,'rnin!'.Mirn I N TS. I - L . , , T,W�Jiii` I , I I t_ I I \� . 1, __--f " � Ott W4144-L.- . OF SHEETS '� - 1 lglit fit I -_ ,I ight fit I- . I I . . I . __________ . .. I J1,- I "' m - - -9 - I F_ * I , , , , � I 16 I- � .,I- A%) I 11 ::!I�-_ -1 " ===��.J �'. ., . _,�_ o�i I � I, " I if 11 I i �il - j , � .I ---I-," I __ �_,_ I I ,. ��-$� " � ____. 11��,, I i - it I ., I rvot�U, ` �.\., �'! � , , I 1 F�4,wm, fi It— - �r! A 1-0 I - I - 1 2" en" I I - � ;.; I I I _. .. I I I I I I ) -ti Ir. , I ;Z1 4 I t, r- � , I '-" - _ __ � _____ - __ �� - __ - �� I - . - - - - � � NArtoNAL PwNrmsr NO.186A-24x36 I . . . . . I . . . -_ - -_ - - . I - . . I . . . . . . . . . . . . . .. . . I . . . . . . . , . . I . I REVIBIONB BY W 14, Sri e 4 ap 4�1( 4T44:164 gal t4 le-4 al,c- 'tPr4t- 12M&M I W,1 161, T PLIG00-c- 7 A All Ila % 4, z .1, T1 VI x A, -IT I t 7Z N N (s) tuo ----------- ............ 06 ------------ ----P CROSS SECT [ON CROSS SECTION -'h rQ Q �A�11 rbman3 5: 8 SCALE: 1/4 =1 0 J yj-h 1.1 15A ----::�qt;tm— :L) I 1:1111-j-Yu U M) I I U I'M I j, --- ----4*44-14" In c Q Is & en7 r r %J t 4m V \fi-\� IN. A W-Adi Alf X xx odscf �L.141\ FILE*- R-856 REF: A N. —------ ---- Y\ v F7)77,q CUT 44 7 I.-Y. A in m - I !! DRAWN to _CZ MHUCKSM a DATE V N- \.I 101. V Vx cyl u JOB NO. SHEET C, KA,.-�A "ROSS SECT110-N CROSS SECTION 11 1 I— oil SCALE : 1/4 OF 8 EETB 1-1 Al-Im '(VA77ONAL P 2406 ,MWASr NO.186A REVIBIONB BY 40 9AX 1,4 -'5,1 PLIr VLA10- A ?L& UL.-ffl�. AA I'L C�4' F, Mo �A 7 4 'rut 01 41116%4- til- ' ;. . . ."-. ' I f oo, �L4 5 11 A 4' If 7 '166 ' --_- -1, 11 . 1 * I'Iq AI'l IL 11' L U U L INT �7 L IFI`11 v Ar�121 A IT I -r It WIS. Art � I ". c if 15 1 . 11 1, --- -_ I , L�I . 1. . I L :� , , 0 ..,I . v A p t jr, V 7 4A ....... r_V_ ILI c: UU T Oft- j rA 9 ------------- 10 0 cq RIGHT ELEVATION 0 06 - REAR ELEVATION 17 1-011 SCALE: V4 11 61. X, SCALE 1/4" -1 c 62 roman3 5: a 10 Alls L P T..77 Al I L F U- ,- ; .. --T L, F. A 'V:'11 'A I L It r I I H 7 ri FL66a 17 T7 -7 7 s IL I IFL T 11 -1 1_1 I F_' _17. A A; n T I 1 -F.Ll .1 a. IA I I -Tf7 4 7 .1 1 1 __. I ,- " I —r ea" WD _u T: FILE: -R -856 11 1 Fi I 1 1. P, 2 if 1 REF : -if ILI I 65 IT _U.L1. I I— LLU 7yr. 11—IT i I I 1 141 CA rt I Rp ri �Ljf, L -7 t L j7- DRAWN CHECKED ,S U&tho LS DATE p M I(., , t a tcl SCALE 4-rr JOB NO. 1, SHEET LEFT ELEVATION SCALE: 1/4 ZII 0 OF SHEETS NA77ONAL PRINIFFAST NO.186A-24X36 RGIVISIONS BY A Ax It rA PC Is a=' Zk -C I N. CJ - - ---------------- I L _'A"p'6 WIND LOADS DESIGN SPECIFICATION per FIX. 5co. 1605. greater Than 2"/12" or.>10 degreeg. 0 Roof Pitch ic Project name, Kol7in &Chriotina 5hephcrd e4 ADDRE55 2077 l3each Avenue, C. CITY/5TATE Atlantic 13cach, FL 32233 CLAPPING IYPE: m COMPONENTS AND CLADDING P5F PEP,TA13LE 1606.2 A IAN 0ma ns 13acic Wind Speed- 3 f5ccond ouet 120 MPH ILI- VVind Importance Factor-Reoidential 1.00 ]WI "'i' Wind expoeure, C Mean Roof Heloht A-h p. 29' All Top of Window or Shutter Wind Directionality Factor 65 7TN COMPONENT5 AND CLADDING- P5F. per'TaHes- 1606.2 A, 1606.2 15,1606.2 C, &1602. OFF 7. or PARTIALLY ENCL05ED 13UILDING-Int�ri 'Roof Pitch Greater than TAT or iess preroure coeffici�nt +0.55 105F>,<205F T PKE55UKE- INTERIOR ZONE-4 40 pef. PKE55UKE- ENP ZONE-5 49.5 prf. �'!777: T 41 We FILE. R' 856. A REF! r . �_ w -H 43 U. : A a Aj- 14 - � X %j q QA 0(*- N ------------% T <j J DRAWN IkV'f'�A 114A CHECKISO < DATE ArV w1r. Mill SCA109 V_ L JOB.NO. I X IF 1. mop ua* SHEET -STEELFRAMIN G PLAN. 'FE 11/4 .=4_ SCAL D FRAKNG A, ROOF �J% I J/4 1 011 SCALE . OF SHEETS fA "U, 1_�.A 71� NAMIJAL PRWJFW NO.186A-24M REVISIONS BY 4. CIS beam, Kid(3c, Rafter and Ceilitio JoIr2t;5chedule: in PC NoA Memter Size. Live L Dead L Total 5hear Moment Defleavion Max.Design.Control May-Design Control Criteria Page 93 365012401 L 5 Boom 2-13/4"AG"l-M-1.9E 11-3377/1805/5182 4aW/-328/13300 16891MMM& C4 -522311722/4945 TUL 2 Passed 297 raeoad 43% LL. 13 13cam 2-13/4"xlU'LVL-1.9E I-545OA124/4574 4441/-3281110640 12399/12399/31114 4801240- 2-5450/1124/4574 PassM-31% Passed 40% LL.LITL:L j D Deam 2-l3/4"x16"LYL-l2E 1-4085/2159/6244 5965015150115300 2773ro/27737/38893 36501240 2-389512OW/5953 Pasee-397. Passed-717. LU ITUL J C @5 f5eam 2-13/,V'xlG"LVL-l.9E 1-3770/20.35/55M 56504/4729A33oo W15412rol!54waw 3roo/240 flaeopd-67% LL:L TL-L 2-3770/2035/5805 Paiseed-368, 2 Deam 2-13/4"xll 71&"LVL- 1-1240/456/1696 1023/-139lf7481 6502016020/161,37 480/240- 4. -1240/41 se -19% -377 -L/TL:L 1.9E 2 36116965 Page A Passed LL: 5 f5cam 3-1 3/4!'xll 7/8"LVL- 1-1867/721/2-587 25411-2232111845 116547/116547/26772 480/240- 1.9E 2-1W7/721/2587 passad-19% Passed-44%. LL-L/TL:L @13 Dean, 2-2X12 l.GoE-*2-5Yr 1-400/16415164 5451-425RDW 1317/1317/5142 450/240- 1 p Its) 2-400 116541564 Passed-21% Passed-26% LL:L[TL:L -1 3/4"Al 7/8"LVL- 1-242011290/3710 525/-5088/9352 12991/12-991/20171 360/2401- Q 13 Deam 2 36 U- 1.9E 2-2420/1290/3710 rassed-33% PasseA-64% LUMUL M D Dearn 2-U2-l.G5E-#2-5YP. 1-580/50411384 1353/-1125/2531 -427 2-880/504/1384 Passed-46% -75% -LITL-L 484714847/(o 36501240- Passed LL: OF FL Jr. 16,T-q 230424�'ox 1-4891290/779 -1103/1001/2190 -2574/-2574/5440 480/240- -1207/72411931 Pas5ad-467. 2 Passad-47% LL:Ltrt--L !omanis 5: 0 -15--295/-46/-341 (E)F FL A le TJ1 23OP24o.c 1-587/552/939 912/-901/2190 3249/3249/5440 480/240- 2-5871352/9,39 paosed-41% LULITL:L F FLJT. le-Tjl=0 2411oz- 1-7roo/22a i gaa -qW/-95a/2190 4409/4409/5440 4801240- N1, -\A 2-7650 225/988 flassed-44% LL-L/rL:L -o.r 553 Jr. 1-502/151 C 638/-6WM90 2940/2940/5440 480/240- 2-57, R Rafter 2'xla'-1.6E#25YF- 1-370/185/555 544/-490/1098 21121211=144 360/240- See Framing: 2-376 1168/5s4 Faseed-45% PASOM-99% LULITUL 1w 483/241 F724 504144OA095 1525/1525/2144 3601240- R Rafter 2 X10 A.Ge-*2 5Y?. i- 5ee Framing. 2-3191155/474 Passod-407. Paosed-71% -LITUL LL: \X P, Rafter 2DVAGEA2 5YP. 1-221/126/347 336/-298/816 219/125/344 3W/240- M \A1 k \1 N A-1 5ee Framing 2-219/125/344 pal5sej-377. Passed-55% LULITUL R Rafter ZW-1.6F-#25yr, 1-312/175/489 Al 6543 5va Framing 2-161185 245 Pa"ed-25% -L. LL:L1TL: WT-Or 2"xla'-l.6EA2 5YF. 1-280/1665/445 427/-378/1041 143lt1431/2-540 3601240- 5ea Framing 2-280/165/445 Passul-36% PaEsqed-61% LL:L/TL:L R Rafter Z1A10.,l.6E-#25YP. 1-480/269/749 455 IZW 1 705/708/2340 041 Al 5ee Framim4 2-257/134/391 L PAOSM-35% Passed-w% "LYL -16 1 53117M/2417 4492/3&72/4936 3601240- 7 FG Ridge 1-1 3/4"Al 7/8 WE 2-4025 18811590s paqsed-7&% passed-a9% LL:-L/TL:-L Sm Framing 3-530912M/7972 4-2149P07M= V AQ& U A (2)9151 Ridge 1-1.3/4W 1PZLVL 1-1$—1 1727 -2425/-2041/3948 -4239/-42,39/7359 460/240- 1SE 2-.3059/1581/4640 pa"ed-52% Pa5s6d-58% LUUTUL Jk- See Framing Y, 3 9,37/432/1369 0 KG Ridge 2/13/4"Al 71W-LVL -13, A- 4 3 1 39/589/1M -35351-3038/9eM -6267/-&267/22.310 wo1240- 1.9E -4058/2170/G5228 passeei-31% 2 Passed-37% LL:UrL:-L 41 5ea Framing 3-4007/2136/65145 4-573 lo9 -Ga 2 j Q-)j Ctg-JT- Z�18"1-6F-#2 rly?. I--',M/152/457 Sw Framing 2-422/211/6533 -65201-579/81ro IWI 1654511889 36501240- Paseed-717 -87% Passed LL:L/TL:L. J C19-A Z1Rla'-l.r5F,#2 SYF. -353/177/530 518/-466/1041 2232/2232/26591 -360/240- 5ea Framing 2-353/177/5W 11 11 Passed P assed-M LL:-LM:L FILE. R 85.6, REP! We-1�11 % K BRAQLNQ DRAWN-,.- LG- -)V, "X,// CHECKED 0 CEILING 13RACING 5CHERULE DATE (2)Z'x6'szrong back nailed together w/ 0.131 x 3 1/4ri gun nails &D 16"o.c.start; SCALE 3"from each end. XI Nall strong back bracing to each Clg.jt.W/ JOB NO. (3)10d coin.Nalle.Place 0 mid-pointof span w1max.r2pacirle of V-0" sHriwT THIRD LEVEL CEILINGFRAMING 11-A-� SCA LE: 1/4 1 0 OF SHEET K6 71 -- NATIONAU PRINTPAST NO.MA-U46 01-11 REVISIONS F 4 ol u -1P C low ell tw z fit Pk\ )1C T > 0)p- -j 4 V 1, 1 V e d- 41 e 11 A, t ------- e Li M k A(& DNA) A 4L"ew) 41 Tr X, M pp 1. ME: R-856 ;iA T;,I..i, A'� REF: I X. 7 4xp- �7 ORAWP4 CHACK130 . %4 e—L OAT 0)(3 SCAJ.W 7 14 o IT JOB NO. SHNIET SECONDLEVEL THIRD LEVEL E X1 STI N-G F LQ OR-E-RA M.I N G F LO-0 R FRAM I N-G S C ALE: 1-/4" 1 0 OF NA77ONAL PRINMAST NO.186A-2406 REVISIONS BY —--—------------ & ZI 40 e- 01 IV, �!6,1, ............ -j!0 5- oil L INTERIOR DETAILS SCALE : 1/4"alL 0' jtb oc. - ---------;.- 41 I'd ................. ......... 4VI A&K-, 'n q v �13 _x X 0, 011, W- 01 'M Z_ K311\W bj Z -XV r 00 p Cj 1C, m S� -ro cc 4,11 -r r E 4 A 1. r *0 is 06 C El L I N G M 0 ULD DETAI L SCALE: 3'� = V- 0" Vromans 5: 8 ex e- 1W tj W I N 0 0 K 5 C H E D U L E LA 0 W 5 C H E' D U L E A�S 10 1 ITPI. SIZE OIZE + ITFI. 4" G� TYPE MTL. REMARK. TYPE MTL. REMARK. t7.-- Exio t4 time Exioting 361IX9(0 Entry door W0061 1 3/4�'Thick-Mim. crior Ext 0 L 3ro,,xrao,, Existing 41 f Tilt eiaoh Clad Weather 5hfcll Exioting e4.) po 11-32x2ro 2 over 2-1-4 light 8011 `Q1 32"x 51aI7 5olfd Core Wood 1 3/5"thick-Min. Interior loaTt& 50.'x60,- clad Weather 5hicI5 Oil 30"X8 51ab 5. C. Wood 13/5"thick-Min. Interior \,3j 21-2Ox26 2 over 2-/-4 light 24"x50" 51ab 5. C. Wood 13/8"thick-Min. Interior .. ... + W 32 125L 7211 Caocrnent Clad Wcathcr5hicdl V) ;0 v-4 "n-, Min. Exterior 2T 4 11-2&x25 ro light (2) 30"x50" Fre ich Oteel 1 3/4�'thick- 17w�f- 3 over 3 —4— dF J_ Out wing IL 717, 1 W 58`1 6011 Weathcr5hielo Gla 5 Tilt 5aoh Clad CC- - g A.11 11 1� 101 5 21-24x26 4 light (2) 12 Louver Di-fold -Min. 'kill-,I 1� 14,K> rc 1 2 over 2 G Wood 13/8"thick Interior (4)15N80" Louver 13i-fold J \3 eld Woo I 3/6!thick-Mim.- Interior z 36"xiaL)" Tilt;5aoh Clad Weather5hi 11-32x26 3 over 1 -/-4 light L 6"X8011 vP 36 51a�6011d Core Wood 1'3/8"thick-Mim. Inte rior Oil 36'xro Tilt;5aoh Clad Weather 5hield 24!lx\9611 Slab 5. C. \7j Min. Interior 11-32x2(o 2 over 2 4 light Wood 13/811 thick- Steel 113/4�'thick.Min- Exterion \j 2,Vx4,511 Tilt 5aoh 301IX961, French Clad Weather 5fiiclo Km // cop IV- Glaoo Out 5wing 11-20x2O. 2 over 2 4:lioht 1 3/6thick Min. Interior FILE-. R-856L ad Weather hield 32'x5ro" Fixed!Saoh CI sla b 5. C. Wood Fixed 2 over 2 4 light REF! C--Tuv---I X-0 A� 48"x(o-011 Ca5ement Clad Weather5hield r �10 Picture 4 44x54 8 light over 4 "x6 j4" Oil 46 Carement Clad Weather 5hield 4 \11 44x54 Picture 8 light 4 over 4 r/ 7 "X6011 W 3(0 Caoerment Clad Weather 5hield Z 12 111-52x54 2 over 2 4 light IX) 00 %J 3ON12". Trameorm W0061 Weather 5hicir, \1 V 2 light ramoorm woo cather 5hic1cl 2 1, e5)0 —I-L Of_ ather 5hield 10 36"A211 w000 We Af_ DR AWN D5 glaoo 2 light el; L `5 kil I T 14 10 CHECKED 6ON24�' Tramoorn Clad Weather 5hield s e--T z 8+1 - I_._r4 q 4 lip Trapezoid-4 light 0 AT E A. IY411 V4 4 W. SCALE f t4 a T o: &-_7 4 A JOB NO. 1 FVEL I SHEET 14% THIR D FLOOR PLAN- I n Iii-011 SCALE: 1/4! ir 1/2'.'ThreadcJ rod 5yoterm 0 all 4- cornere,each eide of openinge and OF SHEETS at;45"o.c Max.where i5hown. NATIONAL PRINTFAST %140.186A%2406 REVISIONS BY LIP vel. 0 10 11, e- ---- ------- fn V1 oo . ..... IA 44,104- 0, 1 7 v% NP S_ cq -= � Q) 00 hL ic- -+4 4-1 06 44 00 1 V tj V romans 5: 8 +1 A twk �10 _tx. V, Pl -u5TL +1 A- V1 je,ri w I x Ol-614. L.- -A EASII-k 7, OU It "I" , z .: , '. . 0 V) Pz k 6-5* -2 -z4n W- j4 IP A A cc s. %A. 01 All .41!_WdLL 0 114 N� w ,?j off W. f \-4 2 _;/z 7 151 114�± r-XISTI kil- HPI in. n; t z 0 FILE: R-856 o TIN 4*6 -4-14-ft, `5 t %4157 1#4 f-, - -,Wt;=--L- \ I i - REF: -Ca)fc+ 7 _. bow��-) . I . . I ati;-n O&G-4 V utp 41 14 d ISE" %j D, U.-P .4 i4 1401 0 E `o r u pAgea. 4154-Yr. tr FUW 4, R tf Z >e * _f 9 10 Lo, T to `q 5""T L 13RAWN 10 �777 64 tj _T �114 "si Vif 05T I CHECKED or R.H-15.P_ 000@ cq DATE j 4.- -------- t4 %1j ct j_f L r, JOB NO. 5-A 1, 1XI 4,1'7i 4 v .,/1, 10 5!0 :01156 05 SHEET 7 it 4 St)64 4 L I - .I I I . - - . — # 1,00 '#zk - " . . I—— J - I A h .i" - -.____-1__1__-_ __ FIPST FLOOR PLA4 - 1 04 SECOND FLOOR PLAN - ' 11 ; oil ., SCALE: 1/4 = IL SCALE '. 1/4!1= IL oil OF SHEETS P V" 00, NA71ONAL PRINTFAST NO.186A 2406 REVISIONB BY Foundation and Footina Notco. (D 'Pcmovc existing siding and sheathing ,acid new R-19 Wall Centaintecd insulation . Replace sheathing wl 3/4�'CPX. 5ee nailing schedule. 2 New Nailite Rough5hawn Cedar eiding. New 1/2"threader system and coupler at 46"o.c. see, Wall section details. Existing conc.51ab. U5 New 1/2"AC)"threaded A. E3. For rod system w/2!'x2"x1/8"washer M 5" enbodment wl epoxy tic. in. (5 Add fla9h.Ing when sheathing is replaced. 7 Existing foundation and footing. 01 $40.40 1". -"#10xlO W.W.Meah over 8 NewAPconc. 51ab reinf.W1 6"x(o 3 vioqueen,over conpacted fill treated for termites. 91.0 it .000 t building w/(1) #5 rod. 5"turn down a W.V, 12"Wo"contentious conc.footing wl (3)#5 rods and #3 '7. stirrups 032"o.c.' CO) 1/2"w.p.Joint. L. o,. 18:#5 dowel extending from 5" epo>W tic in existing ano\d 13"embedment in new slab. 1@2 Cut existing slab for elevation recess. p continuous 01,3 out,under cut rolab and pour a 16'x`12"dee conc. Footing reinf.W1(4) #5 rods wl#3 tier,032"o.c. LP 2� flour elevator base slab with this footing. 0tI.-F4/A4. 42conc. slab reinf.w/6x6'#10xio -'x15"xW'picr w/(4) #5 dowels&(2)#3 ties wl 5TP. (�4) 13 w.w.m.-over.0065 vloqueen,all over 5" hoof In footing as part of 36'06YAO"conc. Footing. structural fill. Treat roil with termite poison. 36'-Zro"AT conc. Footing reinf.W1 (4) #5 dowels ca.Way rILL r 5ee detail A/A13. 6 Footings may be.connect�d.5ce Foundation plan for size. 7 Existing interior conc. Footing. Is �2 t k 15 Existing footing and CMU retaining wall. en I Existing exterior CUM retaining wall and footing. 17 —T T PC -C v X 13tick pave to match existing. 4�'conc.51ab reitif wl G"x6'#10x10 W.W.Mzoh over N St. 006 Vloqueen over compacted fill.Treat for Termites. Wor`12"CMU., eachcoretobe groutfilled. F, (1)#5 rod continuous from 5TI).8"hook in footing up thru 4 -out filled CMU.Into header block.0 24!o.c.Min 6" Gr embedment. FOOTING DTL (1)#4 rod 0 12"o.c.each way 10"thick continuo Footing rainf.W1(3)#5 rods 03 us conc. 0 12"o.c.each way. \ 0 = %\ (S) V V 4. t A 0 \:N`\ "sl4b hPi qx 4-1 06 �,�Fip�jtu.6 Ar r\ V L Fil- ' N, -5: 8 A "mans N 1A \N\.\It 2=7Z N\ 46 A Ong I N 17) rA s N A.4 FOOTI N G' DTL. I M \N \\SA A N J\ t v It .X, -)0 %J rILL P73T)-- HVH-114 INN A- 11 1#i'Y T7, 5�& 4.�4 A 1 10" A % V3 A V FILE: R-856 FOOTI NG DT L REF : V\ rp -17- 1k0\ N 14 e. vi we C V ov\ YrN W 7X 7 N -1.1Z 43 L it 01 DRAWN 14 CHECKED ,01 m DATE 71.- __7 7 C AtL'IS .7 L 4 rtp* I iie^. --- TOOTING DTL. FOOTING EXISTING rF Is L SL;� JOB NCA 10 t4 -Sit! 10 BlAfEle OL OF SHEETB ri ia, -n, 41 Y 1\1 NATION41,PR11MASr NO.186A 24x36 m REVISIONS BY e4 cc 'a 4S 10 E:3 Lo s- W 00 06 C3 u t romofis 5:8 uo low is 7 FILE: R.-856 REF : t 77 DRAWN i4= t e I-SO ITIJ CHECKED DATE t-4, -f SCALE As JOB NO. SHEET EXISTING FIRST FLOOR EXISTING SECOND FLOOR SCALE. : 1/4 'eu 1 1— .11 . 0 OF SHEETS NA77ONAL PRINTFAST NO.186A 24X36 REVISIONS BY GENERAL DMIGN CRITERIA : CON!5TRUCTION NOTE!5: code: 2001 Florida Duildino Code wl amended 2003, A5CE 7-95. ACI. ATIC, N0,5. AWPA. APA. CONCRETE: ( Latest Edition). Olnolc Family Residential R 3, Building type 2.. 1. All concrete shall have the following minimum compressive strength at;25 days: GENERAL NOTE5 : slab on grade,footinge--------------------fc=2500poi Remaining concrete------------------------fc=3000poi I. It io the Intent of the Designer that this work be in conformance,with all requirements of the 2. All concrete slabs on grade shall be thickness as indicated on the drawings over minimum Authorities having jurisdiction over this type of construction and occupancy. All contractors .006 mil. polyethylene (visqueen) vapor barrier. 5uch slabs shall be reinforced with shall do their work. &,X6,#10 X 10 wwm lapped 8"at edges arid ends in conformance,with A5TM-A 185 or 2.The contractor shall verify all conditions and dimensions at the job site prior to commencing Fibermeoh Reinforcement with minimum 2"fiber length at 1 LL3/CY complying With A5TM C1116. work. 3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. 3. Contractor shall supply, locau and build into the work all inserts,anchors, angles, Plates, Fill shall be compacted to a density of at least 95%of Modified Proctor Maximum Dry openings, sleeves, hangers, slab depressions,and pitches as May be required to attach and Density(A5TMD1557). Fill shall be treated with termite poison before slab i6placed. accommodate other work. 4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at least 4. These documents, as Instruments of service arc the property of the Dceiericr and may not be 4 95%of Modified Proctor Maximum Dry Density (A5TMP1557)for a depth of at least two feet U5061 or reproduced without expressed written consent of the Designer. (2') below the bottom of the footing. 5. All details and sections shown on the drawimer,are intended to be typical and shall be 5. Where shown, cores of block masonry shall be filled with coarse grout or pea gravel concrete construed to apply to any similar-situation elsewhere in the,work except where a different With minimum compressive strength of 2500 poi at 2.5 days. detail is shown, 6. Reinforcing steel shall be A!5TMA-615 Grade 40 deformed new billet steel conforming to 6. The owner will provide contractor with a soil investigation report,and analysis. All require- ACI,301, ACI315, AC131.5 and CR51 Manual of 5tandard Practice. (latest edition). mento for site preparation and soil compaction specified in the, soil report shall be followed 7. All continuous vertical and horizontal reinforcing steel in footings, beams and columns shall be unless additional more stringent requirements are specified. Notify Designer if foundation - bar diameters or 24�', whichever is greater. Conditions encountered differ from :soil exploration information made available to the lap opliccd a minimum of 56 contractor. The following minimum concrete cover shall be provided for reinforcement: 7. It Is the contractotle sole reopomoibility to determine erection 3.......Concrete cast against and permanently exposed to carth. procedure and sequence to insure the safety of the, building and its component Parts during erection. 2.......Concrete exposed to carth or weather,#61!3ar and larger. & Temporary bracing: 2.......Concrete expoeed to earth or weather, #513ar and smaller. 1 V2"-----Concrete not exposed to weather or in contact With earth for the primary Contractors shall be responsible for all temporary bracing that is required during q-C construction to kccp structure safe and plumb until the entire structure is in place. l3racing a reinforcement,ties, stirrups arid opinaig in beams and columns. shown on structural drawings is for the completed structure only. 9. Horizontal beam and foot[60 bars shall be bent 25"around corners or corner bars With 25" lap shall be provided. 9. Verify all dimensions prior to fabrication and construction. 10. Contractor shall provide spacers, chains, bolster,etc. necessary to support reinforcing steel 10- 511100urfacc soil condition information is not available. Foundations are designed for a 2000 5upport items which bear on exposed concrete ourf�icco shall have ends which are plastic POP soil bearing capacity. Contractor shall report;any differing conditions to the, Enoincer of tipped or stainless oteel.' Record prior to commencing work. 11. All reinforcing details shall conform to Manual of Sitandard Practice for detailing reinforced r concrete structures ACI 315 (latest edition), unless detailed otherwise oil the structural Drawings- Z U 12. All Concrete work shall be in accordance with "the building code requirements for concrete" rA cog ACI 31.3 (latest edition), and "specifications for structural concrete for buildings"ACI 501. .12 ROOFING: --_fn zt-zi, Ent 00 N 1. Roofing shall comply with 2001 F13C as amended 2005, Chapter 15. I zone of the structure. 2. Asphalt shingles shall be designed for vAn& Drainage will not be 3. Follow the manufacture's attachment schedule for the Wind zone.of the structure. (0). 41- SO. 4. Asphalt ohinelce shall comply with A5TM 0 3161. effective by this project 5.-rile ohinelec. shall comply With (Class A) A5TM E105 A-TLA;aJC rocnan 5: 8 One Palm Tree MA50NKY.- Val 1. All mar y work shall be in ac ,onr cordance with ACI 530 A5CE 5 TM5 402 2. Concrete masonry units shall be A5TMC90-75, hollow load-bearing Concrete Masonry Units, 7 Type 1, Grade NA normal weight, With a minimum compressive strength of 2000 poi (fm=1350poi). 3. Mortar shall conform to A5TMC270 and be of type M or 5. '4 CU,i 4 4. Horizontal maeonryjoint reinforcement shall be galvanized truoo-type with (05" lap at all 6plicco and placed at every other block course, maximum 16"o.c. IlItack A% 5. Provide pre cast concrete lintelo over all openings unless noted otherwise on drawings. "gig 1Q11Q_1_ Lintelo shall be of sufficient;s! c and reinforcement for the given span loading conditions. _F z nFIrl t 103rd!� FRAMING: 1. Chapter 25 of the 2002 FDC building codc-i3hall be used for all wood framing, except as modi- i In fied by the Plano and specifications. P 4 i: 5 Ch lot Val Na H Dcolgn .7, 2. All wood framing shall be fabricated and installed per ALTC and TPI and tio al '71 WILL(L manna pwk Opccificationo for Wood.Construction. 'I-"r-r�"Tifel National l4tonunwnt 1--war SOV4 =%"*A 3. All framing anchoro amd connectors, noted on drawings �y 5impson or equal. ft le,National Guefd 001 7- llral Air rt S.Jacku A S. 4. All wood members exposed to weather or in contact with masonry concrete orooil shall be PnviRa Naval lion JacksonwHiez-o-o m=:. 15.Little Talbot island State park 12.Unwashy of North mlida 011 13LYAfte 5. Contractor shall provide all fastening devices necessary and suited for each application. eno,=HaTIA, St. Joh 3 C t 44! I I .. Fastening ou�jcct to moisture shall be hot-dip galvanized to A5TM153-80. t&.SL e,,901 6. All metal connections and fabrications shall comply with A.1.5.C. 6pecificatioVs. T_: 7. 6olid block all joist and raftcre at point of support. 8. Prefabricated structural trussci5 shall comply with NFPA National Design 5pecifications for' Wood CApnotruction IPI Design 5pccificaitono for Metal Plate Connected Wood Trueocs and AITC 100. FILEL R- 856 9. A4 trusses shall be dcsioncd and cert3fied by Truro Manufacturceo registered Enoinecr. 10.1 Contractor shall correlate With truss manufacturer to ensure adequate bearing is provided V, REF : 0Q -it end reactions of all girder trusses. 11. Truss manufacturer shall submit shop drawiinos and dcoien notes with an engineers ocal XX For approval. Design notes to include the rated load capacity of the truss to truss connectors, arid manufacturcer, licence to fabricate trusses utilizing the connector 5yotcm R proposed. The contractor shall approve fabrication and installation drawings showing size, F shape and layout. 12- 13race trusses during erection and permanent installation to comply with TPI f5WT-70. occurely fastened to their eupportino walls or 13. All prefabricated wood truesco shall be r A- beam with hurricane clips or anchors. C� T 14. At volume ceiling conditions,align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling. DRAWN -7 5TEEL: CHECKED 1. 5tructural steel shall conform tp A15C specifications for design and fabrication and C iiection DATE of structural steel for buildings. (latest edition). MAL 'Leic.S 10 A. Wei SCALE dcd c0nmict4OMS------------------------------------------AW5 PU Anchor bolts------------------------- -------------------------A5TM-A-307 C.A.5tructural steel shapes,plates, etc. shall conform-------A5TM A-3ro. J 0 8 N 0.. , #44 427 ROO F 8k SITE PLAN SHEET SCALE: 111 10' SCALE *. 1 20'"' 'HE OF s =ETS -PI6 M 0 NATIONAL PRINTFAST NO.186A-2406 Z, REVISIONS BY 4)lii -My 6-715-7 -7� C oi=" 4 M 1--.1, Ix' C 4 or 9-4 AA 001111 0 --- ---------- ---------- 0, Q) S: M t Q) L 1,mm ons..5: 8 I A I LLA -jr.if I I J - 5che J 01 , 11. 1 LE Attachment. A I AL 11- 1L A-1. Front Exterior Elevation 1 312 At. A-2. General Notco, 51tc & Roof Pla ti, _7, M. I 1 14 fly"1� 4 A"-., jr JL.* t Location map _117 A 3. Exiotino Flo r Plami5. A-4. Foundation Plan. A-5. Firot Floor& 5econd Floor Plano�� L A-6. Third Floor Plan, Interior Col. Ptl, Typ. Moulding* detaile, Door and Window 5chedule. C, A-7. Floor Framin,3 Plan, A-&. Ceilin Framitio Plan. 1.7, 1 TV. Rli 71 It 'A 9. Roof Framino Plan and r A Wind Zone. Load Chart;. 7 -10 Left, Rloht and Rear Elevationo.,-- 'k F iLE: R- 856 A A-11. Cror2o 5ectione, "A-A REF: "C-C", and T-V. A-12 Connector 5chedule and Conotruction Pctail!5. A-13. Conatruction Petailo. E-1. Firot Floor Electrical with Leoenci — E-2. 5ccond Floor Electrical with Legend.-- ........... -------- -5-P. specification 5hect. -------------- T 44, DRAWN V E, CHECKED I..i oil SCALE * 1/4 - 1 DATE SCALE M. JOB NO. SHEET ci OF SHEETS ' RIP MMONAL PRINMASr NO.186A-24X36-1-