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HomeMy WebLinkAboutRAILROAD CANYON RD 25361_13-000036130 g J VICINITY MAP PR CT DIRECTORY PROJECT DRAWINGS INDEX MALEK ENOINEERS, PARK SLVP. SLATE 114 SAN PIE(SO, CALIFORNIA 412101 ANpRe MALES< aSS/41$ 1 PH 6141/257-10141 FAx atiaBiaardANT. FROHAS NITERPRISE$1 INc. 40O5 AL13RAE STREET FREMONT, CA c145e?? M. NICK t9OYAL 5I0) 651-c1150 AX (51o)&51-op,, TS1 GS1 GS2 GS3 DRAWING TITLE TIT 1..E SHEET OENERAL sPec,ilciATIONS ENERAL. SPECIFICATIONS OENERAL SPECIr!e:ATIONS A48 ENGINEERS, INC. 1080 PARK 8LVO., SUITE 714 SAN mop, CALIFORNIA 92101 TEL: 058/43-7.339 FAX; 619/237-1019 Eggagr—D.F.Sigifa..1.5.18110.23ALIAQINFIR MALE< ets*INEEFte,INC. ioso PARK SLVP.: 5U1TE 114 CAL.IFcFNIA 02101 ANI2RE MALEK, PROJECT ENGINEER e‘5e) 455-1!35e1 FAX (6141) 251-!0141 EMIELLNAbiLLADDIM.S. EXISTINO CARINASH TUNNEL Rt2OF APDiTION CANYON HILLS Gf-IEVRON STATION 25561 RAILROAr7 CAWON RoAD LAKE ELSINORE, GA ci2552 S1 SIA S1.1 2 53 EXISTINO SITE PLAN EXISTIN6 rLoofe. PLAN Roor PLAN EXTERIOR, ELEVATIONS EXTER.IOR ELEVATIONS SV,,TION DETAILS sENERAL *nes SENERAL NOTES Tyr 1.atoki. DETAILS ROOF FRA4IN6 PLAN DETAILS N Imorrmkt,. OR.OSS A1REA, 121,466 SO. FT. (2,012 AOS,) EXIST. FOOD MART AREA; 4,661 W. FT. ExisT. CAR. IMASH AREA: 1,252 SO. FT. EXIST. LU!? AREA, S,445 SO. rr. TOTAL ExI5T. sou:m.46, r:OOTTPRINT 41,564 SO. FT. LIJ LLs IlL fitniAtilLQ-MEEINfa GARYiktASH LESALIEWEllgti FARGEL NINE (41) OF TRACT NO 504,16 1:3EIN6 A SUEIDIVISON OF A PORTIOts. OF sEaTIoN H, TOIAINSHIP SOUTH., RAN6E 4 viEST, SIAN ERNARDINO MERIDIAN. Ity a se c. i. Planning DiViS101 rove', 0. 1) mei len ci Date. ASSESSOR'S PARCEL NUMEIFR 401-1010-05-00 TITLE. NAME; 1"1-: SHEET NOTE! THIS PROJECT HALL COI-1Ft," IfslITH 2010 CBC, ROOF APPITION OVER. THE EXISTIN6 CARKASH TUNNEL HHILSH nURRENTL'i" POE.S NOT HAVE A ROOF. a) SPECIFICATIONS 1. GENERAL NOTES AND CONDITIONS A. The Contractor and / or Subcontractors shall corefeilY exarnine the site, Drawings and 8pecificetions to obtain ed of all coditions. Any dlscre .ancies and/or conditions needing clarification shall be reported tofirsthardknowl, ge a n Any _ I the Owner end Architect prior to beginning work. No allowance will be given for failure to comply with the above or conditions p itions which con be determined by examining the site, Drawings and Specifications. B. The General Contractor and /or subcontractors shall verify all dimensions and requirements on the drawings and shall immediately notifynotif. the Architect of any conflicts with existing conditions, including mechanical, plumbing and electrical equipment payout, and service requirements. C. Do hot scale the Drawings. All dimensions specified govern. Dimensions are nominal and are to the unless specifically rioted otherwise. D. No allowance will be given to the Contractor or any Sulscontroctors for changes resulting from failure to comply with the Contract Documents. face of objects E. The Architect is not responsible for the performance of the Contractor or Subcontractors, their errors or omissions nor the safety in, on or about the job site. c a i an i -tellations shall conform to the re uiremertits of the latest adopted editions of theF. All construction, fa r G ton and ns q U.B.C. U,M.C. U, .C. N E,C . and any federal state and local codes, regulations and ordinances of the governing agencyla ' g ticodes, etc: are those which are in effect at the time permithavingjurlsdctanovertheProject. Such applicable o , , h application for the Project is filed. G. Each Subcontractor is considered a specialist in his respective field / trade and shall (prior to submission of bid or of work) notify the enerel Contractor, Owner or the Project Architect of an work called out in the Drawings orperformancefw ) a fy g Project y Specifications which cannot be fully guaranteed or constructed as designed or detailed. H. Where cons ruction details are of shown or noted for an part of the work, details shall be the same as for other similarht n p first class work; for the trade involved, The Project Architect shall be immediately notified of any alternate non- standard , standard or untested method(s) proposed. The Architect shall be immediately notified of an... discre gneiss between these documents and any applicable codes by theThrY . p " Field , has agent involved with the governing agency having jurisdiction. It is understood the Field Inspector for such agency ha final authority to approve /disapprove project construction and correctness of all code related items. Contractor and applicable Subcontractors are responsible for appropriate hook —up of all utilities required to support the work, including temporary and final. o shalll de.-ermine locations of utility services in the urea prior to any excavation for work. ContractorK. Contractor s a I t utility p any shall also verify any and ell utility Iocations specified or otherwise noted on the Drawings. L. Trade names and Manufacturers referred to are primarily to establish quality Standards and character of materials, r is when approved by the Owner and Architect. Only new materials shall beSubtitut+cns. / alterngt ves may be permitted only .,,hen ppr y Y used in conjunction with the work. M. Where the word "provide" is Used it shall mean that such item or service referred to shall be furnished end installed or that the Owner and Architect shall be furnished an alternative for their review prior to purchase, fabrication or c nstr etion. Where the work NIC is indicated, such work and/or equipment shall be furnished by others. Generalou. / q Contractor shall be responsible to coordinate and for cooperation to effect such installation itemss o work and materials necessar. to complete the Project, whether or not mentioned or described InN. Miscellaneous, m r necessary these Specifications and allied documents, shall be provided. l` delivery on some items may be slow It is the res -_ ensibilit of the Gerreral Contractor and all Subcontractors toQ. Realizing , e ery y p , ' installation. order materials, equipment, etc. sufficiently in advance to assure timely construction or installation. P. General Contractors and Subcontractors shall be responsible for respective materials delivered to site. All materials shall be securely stored and kept dry before installation. Q. General Contractor shall, at all times, keep the premises clean and free from debris. Contractor is responsible for site and structure(s) clean up, unless Owner ogrees to other arrangements, R. Contractor and applicable Subcontractors are responsible for, and replacement of, any damaged or defective equipment or work, before Final Acceptance by they Owner. S. Project Plan Check Fee, the initial Permit Fee, Sigriage Permits, Fueling System Permits and Waste Management Permits are the responsibility of the Owner Subsequent permits, tests and inspections including obtaining of the final Certificate of Occupancy, are the responsibility of the Contractor; T. "These Drawings do not include necessary components for construction safety ". All General Contractors / Subcontractors shall perform all work on this project in compliance with the California Occupational Safety gnd Health Act. Any non— conforming items found or noted shall be brought to the attention of the Architect immediately. U. All significant construction changes, alterations or deviations from the Project Construction Documents shall be immediately reported to the Architect by the General Contractor. Such revisions are those Which significantly alter the design, structure or utilities as detailed and Specified among the documents. Record such items on a set of As —Built Record Drawings and submit such to Architect at end of coristruotioh. V. Where Shop Drawings and other Submittals are requested, there shall be submitted to the Architect THREE copies for his Owner's e cord PLUS additional copiesies the Contractor requires for his use. record and the re. p. q 1. By submitting Shop Drawings and samples, the + ontrector thereby represents that he has determined and verified all field measurements, field construction criteria, materials, catalog numbers and similar data, or will do so, and that he nos checked and coordinated each Shop Drawing and sample with the requirements of the work and of the Contract Documents. 2. The Contractor shall keep on the construction site a complete set of reviewed copies of all shop drawings and submittals. W. Contractor / Subcontractors shall verify with Owner any modifications or additions to the following minimum insurance requirements; 1. The Liability Insurance required for all Contractors / Subcontractors shall be written for not less than the limits specified below, or required by law, whichever is the greater, and shall include contractual liability insurance. (General aggregate of $2,000,000) a. Not less than $1,000,000 for bodily injury to or death per occurance. b: Property Damage Liability: (Automobile) of not less than $1,000 ,000 for each accident. c. Pro ert- Damage Liability; (except Automobile) of not less than 1000,000 for each accident, $1,000,000 aggregateProperty Y protection, and $ 10000,000 aggregate controatua1, 2. Work shall not commence under this contract until insurance has been obtained and such insurance has been approved by the Owner. 3, If Contractor, or any Subcontractor, fails to furnish such required Insurance, the Owner may secure Insurance and retain and deduct the amount of premiums for such Insurance from any amounts due under the contract. 4. The Owner will maintain his own Liability Insurance. The Owner will also maintain Property Insurance to the full insurable value thereof. However. there shall be no duty on the part of the Owner to procure such insurance until five days after receipt of written notice by the Contractor to the Owner of the amount of insurance required. The policy shall cover all work incorporated in the building, and all materials for incorporation into the building which may be in or about the premises, and shall be made payable to the parties as their respective interest may appear. Fire insurance for the 'protection of the Contractor's buildings, materials not otherwise covered by the insurance of the Owner, tools and equipment of the Contractor and all similar items not otherwise covered, shall be the responsibility of the Contractors. X. Contractor shall provide dust control throughout entire construction period consisting of intermittent watering and sprinkling as necessary to lay the dust during construction. Y. Where applicable, Contractor shall furnish and maintain protection fencing and all other required barricades, a signs, steps, lights and all other forms of protection for life, limb and property as may be necessaryguardrails, warning s gn , s p , g + p and as requireduired b. local ordinances and the Calif. Building Code. q by Z. The General Contractor and subcontractors shall purchase and maintain certificates of insurance with respect to Workman's Compensation, Public Liability and Property Damage for the limits required by the law, or as indicated in the construction documents, whichever is more. AA. Upon submittal of construction costs, the General Contractor shall also submit a Schedule of Values and a specific Construction Schedule indicating required construction time for all work, including General Conditions. BB.The General Contractor shall provide protective coverings for all new and misting finishes in areas were demolition and construction work is being done and shall be responsible to repair any damage, in a first class manner, caused during the performance of the work under this contract, CC.The General Contractor shall be responsible for security of the project and shall be responsible for the discipline of all workers on the project. DD.The General Contractor shall have on —site at all times the approved Construction Documents and Building Permit, EE. Materials shall be joined to uniform, accurate fits so they meet with neat, straight lines, free from smears, overlaps and imperfections. Install exposed materials appropriately level, plum and at accurate right angles or flush with adjoining materials. Work of each trade shall meet or exceed all national standards published by the trade except where the Contract Documents are more stringent, FF. Upon completion of the work and prior to authorization of final poyrnent, the General Contractor shall submitp i completion indicating satisfactor completion for each phdse of the work. certificates of inspection of y p p QG.The drawings general information only. The information indicated on the drawings represents the best information available from the Owner as to the character of the materials to be encountered and their locations. is expressly understood and agreed that the Owner assumes no responsibility whatsoever in respect to the sufficiencyIIH.It p ly g p or accuracy of the drawings or the interpretation thereof, and there is no warranty or guarantee, either expressed or conditions and locations indicated on the drawings are representativeresentative of those existing throughout theImplied, that the cord ns n g p existing structure or that unforeseen developments may not occur, and temporary r su .ort shall be provided as requireduired to hold the work securely in place and to sustain all loadsIl. Bracing pp ' q including those that occur during erection and until subsequent construction is adequate to replace the temporary _ construction. 1 0 PARK BLVD,, SUITE 714 DIEGO, CALIFORNIA 92101 858/453,-.7339 519/237 --1019 LAKEELSINORE. CA • 9, 2532 61 t/I 8, vo. ig 0 2. LUMBER AND CA9PENTRY A. See Structural Drawings for additional information. 13. Submit copies of framing anchor manufacturer's current ICBO Report for all framing anchors used C. Rough Carpentry unl ss alternate connectors have been approved 1. Steel framing connectors shall be manufactured by the Simpson company e by the Architect prior to construction. hold down" with concrete Contractor. Where anchors interfere with room finish 2. Framer shall verify all hold down locations v . is bolts and nuts shall be counter sunk, providing minimum thickness of wood remains (as rr atenal or similar condition, noted in anchor manufacturers table) between face of hold down and bolt head, shafts, chases, etc. so that maximum concealed space does not exceed 1V-0" 3, Fire-block all walls; floors, furred area, Shaft :, ah .. hori2ontelly and vertically. 4. Attic areas shatt be accessible by a openingno _ (cuttIe) not less than 30" square. Scuttles) shall be located in a place where min. 30'! attic headroom is provided. 5. Attic draft stops constructe d 1 " Gypsum board, 1 " nom, thick tight fitting wood or 3/8" thick plywood partitions d 0 f / 2 G Yp _ - ed n 3000 square feet. from ceiling to roof shall divide attic Spaces into horizontal areas not exceedingig q in enclosed .d attic S6. Attic cross ventilation shall be provided n enc se spaces at the rate of 1/150 net free ventilating space of p the area to be ventilated. 7. All exterior wallw framing and interior wall framing at wet areas shall have 15# asphalt saturated felt u.o.n. under I n over plywoodwood sheathing shall have two layers of Grade D finish material. Paper backed metal lath applied directly Y Building Paper a pp lied between plywood and paper - backed lath, in accordance with U.B.C. Tile or other approvedroved materials shall be attached to a backing which is not adversely affected by moisture). 8, All roof crickets shall be constructed using min. 1/2" plywood, min, index. 32/16, bonded with Ext. Glue. f c 9. All plywood shall comply with "PS 1 83" or the latest edition of same. Quality in addition, a Certificate Of Conformance shall be Timbers shall be marked with a Quality Mark and, n1 }. blued Laminated , to indicate conformance with ANi A1TC provided to the Architect and Building inspector, p rior to Its installation A190,1-1983, "Structural Glued Laminated Timber, do cal truss specification is noted, the pre-fabricated trusses are called for and no addi n p , 11: Where shop-built ! p' . Architect with a minimum of 3 copies /sets of Truss Design Drawings and Contractor shall subr t to the Project A Calcul gobs as prepared by the Truss Manufacturer. The governing agency shall also be furnished with such documents, prior to the approval for permit issuance. Roof trusses, where specified, shall be mahufactured by a licensed fabricator. 1.Rof p 13. Not Used 14, Not Used Their un-br ced length shall not exceed 8' -0" 15 iStruts, where occur, shall not be less in size than 2x4. Slope of struts shall be net less than 45 degrees from the horizontal. The rain. electrical lines in walls shall be protected by Simpson SS" ... or NS 1 . All plumbing and ele p required for all light fixtures, cabinets, wardrobes, etc. 1 '. Framer shall provide backing r q 18. Where wall hung toilets, lavatories and like equipment occur, the Plumbing Contractor shall provide and install n ppnecessarysupport brackets. i joists to be permitted only ac detailed or approved by Architect. 19. Cutting, notching or drilling of beams or is p y 20. Posts or columns resting on pticoncrete iers surrounded by existing grade shall be a minimum of 6" above adjacent grade. 21. Where beams frame into stud walls and where open beam ceilings occur, provide 16 gauge galvanized iron strap tie o p across tops. Provide ' 2x4 or 1 - 4x4 wood post under all 4" wide beams or headers, unless noted otherwise. 22 P 23. Not less t han three (3) studs shall be installed at every corner of an exterior wall, 24. Provide weather tight flashing as required around all exterior openings. 2. Where stud partitions join ma walls the end stud shall be anchored with 1/2" dia. Anchor Bolts masonry or concrete wa. l , the top and bottom and at 4 -0 o /c. 26. Provide minimum 1x4 rafter cross ties at 48" Maximum o /c, where ceiling joists are perpendicular to rafter. 27. All joists, headers, beams and rafters shall have a minimum solid bearing of 1-1/2 inches at each end. stalled at minimum 1 inch above adjacent n. supported by a concrete slab shall be installed 2. Exterior wood posts and alum s Sapp .Y (exception : 1'?osts or colurr ns of d m nimum inches above adjacent soil grade. concrete surface on metal, post base, and minimum treated good or foundation grade Redwood or Cedar may rest directly upon concrete, solid masonry or g routed masonry near 3. THERMAL AND MOISTURE PROTECTION A. Insulation: 1. Submit Product Data for insulation types proposed. 2, Sound and Thermal Insulation shall be installed where indicated on the Drawings as follows: 2, United States Gypsum Therrnafiber Sound Attenuation Blankets or equal, 3 inches thickness. a. Sound Insulation. UnI S yp b. Roof Insulation: Kraft-Facedced Batt Blanket, or Friction Fit Thermal Insulation, "R" Rating for material only as a indicated on Drawings. G. Exterior Wall Insulation, Kraft-Faced Batt, Blanket, or Friction -Fit Thermal Insulation, "R" Rating for material only as indicated on Drawings. 3. Exercise extreme care with integral vapor barrier to maintain the vapor barrier continuously. 4. Fully insulate all small areas between closely spaced framing members. 5, Perform all end matching neatly with all ends fitting snugly or overlapped. insulation material around pipes, conduits and outlet boxes as necessary to maintain the integrity of the 6. Cut and fit ns p insulation. 7, Where pipes are located in stud spaces to receive insulation, place insulation between exterior wall and the pipe, compressing insulation if necessary, S. Securely fasten 9Itflanges of insulation to sides of studs and joists with insulation fitting snugly and tightly against framing members, using staples or nails, B. Roofing: 1: Submit manufacturer's literature for all roofing systems proposed. Literature shall include installation instructions. applied in strict conformance with manufacturer's eria s (systems) shall be as noted on the Drawings, app ie , 2, Ali roofing neat I following minimum written recommendations, the NRCA Roofing and Waterproofing Manual and in accordance with the g i requirements, 3. All material shall be delivered in packages bearing manufacturer ' s nam e and U,L . Label where applicable. 4, wilt -Up Roofing: a. All built -up roofing shall conform to Uniform wilding Code, latest edition. p system shall be a Mineral Surfaced Cap Sheet Roof, equal to Specification No. 4GNC b. Built-up roofing and flashing sy as manufactured by Schuller lnternationdl, Inc. C. Provide manufacturer's standard 10 Year NDL Roof Guarantee. C, Flashing And Sheet Metal: metal in accordance with latest SMACNA standards and NRCA Roofing and m tosheeteandseflashingan1: Fabricate and install flash... 9 Manual unless otherwise noted. Provide Shop Drawings for all flashings proposed. Waterproof __.. s Caunterflashin s, Cap and Coping Flashing, Splash pans, Gravel Stops, Fascia Flashing, Etc.: Minimum 2: Pitch Pockets, t g 24 Gauge Galvanized Steel, or as noted on the Drawings. 3, Dri p Flashing and Gutters: 22 Gauge Galvanized Steel or as rioted on the Drawings. Where it is impracticable to use a solder at joints, corners, etc., seal with approved type of silicone, 4, Sealant e h t accordance with the manufacturers specifications. p l 1sulfide, butyl or urethane sealant, in to ASTM A525-67 or A446-67, as required with 5, Galvanized Sheet Metal: Galvanized Iron or Steel Sheet, conforming minimum zinc coating of 1.25 oz. /sq. ft. and 0.2 % copper wiring. 6. Dissimilar M ®tale. WhereDissimilarhee sheet metal comes in contact with dissimilar metals or cementitious materials, coat sheet metal surface with heavy bituminous paint or cover with 20 mil corrosion protection tape. 7. Lead: Fed, Spec, QQ-L -201, Grade E3, 41b /sf, minimum. 8. Sold er: Fed, Sp ec. 00- S•-571 or ASTM B 32, Use 50/50 for all applicable work UON. 9. of meFasteners. Use type and form of conalfastenercompatible with base material and support structure, t p 1 0, Seam JandSolderalljoints, Miter all corners. Provide expansion joints as required and recommended, Weatherap joints in all expansion joints a minimum of 2 inches, ENGINEERS, INC. 1080 PARK BLVD.. , SUITE 714 SAN IEG , CALIFONIA 92101 TEL; 58/45, -7339 FAX: $19/237 --1 019 H O Q eta'- cnz Q O 1" et LLOZ A la- wva111 Cf) CC O Lu appol a mos z ° C co G 3zLt) ocacsol a a c U NOTES CJ M ZS 8 B gas z D. Roof Acces sories: 1. Submit manufacture s 2. Roof Hatches: a, Manufacturer's standard units of the 1" thick Polystyrene, Polyurethane or Glqss open device, hinges, latch with inside and outside fingered neoprene or vinyl, or molded sponge neoprene, Provide integral counter — flashing bases or ready to Install on curb un el 1.2 o. hot—dip aria mill p C. Fabricate units of copper.. bearing, zinc—coated steel, o 2 --rail dry mil thickness of inc - chromate base metal primer paint. literature on all roof accessories proposed for use. i .. es indicated, complete with double —wall curbs and door, insulated with sly l Fiber Soard4 Equip doors with self—lifting mechanism, automatic hold— Fiber levers, padlock hasp (inside), and gasketirig of tubular or its as indicated. withhosphatlzed, shop primed indicated and iri occordarce with rrr inufaaturer's recornmen 3. Arch ©r roof accessories s GUrely in place s n,.l .; work to achieve o watertight and Weatherproof installation. manner which will permit roofing and flashing w _ E. Sealants.: instructions, where noted on Drawings and as follows: All sealants shall be Installed per manufacturer's a, exterior Vertical Applications: fixture. b. Exterior Horizontal Applications, Tdrnrns Indu C or equal. Color to match adjecer t frame or future, c. (nteriQr Applications. Pecgra corporation AC q compressible pre—molded polyethylene foam strips or rope d. Joint filler and backing of closed Dell neoprene or compress p I shall be installed cis required. Install per ranufacturer's instructions under exterior 2, Caulking (mastic) equal to hlornseal, w. R. Grace And Company, p metal thresholds and under window sills. Tarnms Industries NSA 100 or NS-200, or equal. ations, in a Color to match adjacent frame or tries SL-200 or equal, Color to match adjacent surface. 4, FINISHES A, Gypsum Wallboard: Code and "Gypsum Association" Recommended Specifications fortthe 1 Conform to latest •edition of Uniform u lding Code Yp application and finishing of gypsum wallboard. (GA216-62). 2. Provide Type "X" /8 inch thick equal to J.S.G. Tapered Edge Fire Code "C" panels unless otherwise noted. d. Type "X" single lager wallboard Shall be installed horizontally staggering end joints. Nail with ed cooler nails at 6 inch o c. far ceilings and 7 inch a/c.. for walls. dal to U.S G. Tapered Edge Fire Code C Sheet rock at Toilet 3, Provide Type X - W/R (water resistant) 5/8 inch thick equal Room walls and elsewhere as noted, bound) abutting top edge of spacer, e layer of wallboard horizontally with factory edge (paper b un ) g p a. Apply single ! Y , , " card, staggering end points. Nailing per Type X wallb, het rock brand of water' resistant sealant prior to b. All cut edges, holes and • olnts shell be treated with sheet installation. exce.tointe ' end at perimeter of rg,om) 4 Flout all Ceiling 5. Accessories: a. Metal trim equal to U.S.G. 200 Series where wallboard abuts with other material or tern Inotes. b. Corner bea de equal to U.S.G. Corner ?egad No. 103 at all external corners. q. dh :.sives and laminating compound to be as recommended by sheet rock 0. Joint tape, aegdinc, finishing cement, adhesives ' ratings. manufacturer and cornplianae with U.L. Inc. for fire resistive ra ..i g e, Texture: Verify finish texture with Architect. B, Fiber g igss Reinforced Polyester (FRP) Wall and Ceiling Panels in tractions and samples of panels and all required 1, ukmit manufacturers literature nc(ud n installation s accessories for review by Architect and Owner. u ctur`ed b., . Marne, or equal, in color as selected 2. FRP Parcels shall be Class A, have a pebble surface texture as roan fa by by Architect f rorr manufacturer's standard color selectlari, 3. Iristail in accordance with the drawings. Provide manufacturer's recommended adhesive and sealants. All accessories shall be in color to match panels. tw 0 C) C. Painting: be clean, smooth and dry as required by manufacturer's instructions for finish being iii surfaces to be finished shat! , applied. finish lumber and millwork, including door and window frames, trim, cabinetwork, 2. Back paint all exterior and interior fi r on all surfaces to be concealed after installation etc., a. Painted or enameled Items shall be back painted with primin coat. interior scheduled for o ue finish. Apply to all edges, ends, face, 3. Prime or stain and seal all interior and exterior wood sch du p q underside and backside of items to be exposed. in un—primed plain sheet metal i ous iron and steel not embedded in concrete, and all surfaces of u pr p. 4. Surfaces of miscellane r , work (not galvanized) shall be primed with ferrous metal primer. metal work shall be primed wth zinc chromate primer. Galvanized (zinc) surfaces shall be touched up with an approved rust inhibitive primer 6. Metal doors and frames (shop primed). Abraded surface,, compatible with shop primer and subsequent coats of finish. with number and kind of coatings as specified for their main surfaces. 7. Finish all four edges of doors with the some nur nb S. Do not p aint factory finished items unless specifically directed. d by Architect. Paint framing visible inside eave vents, of metal ducts and vents, as directed yg. Paint visible surfaces flat black. 10. Finish mill or shop primed items with ma terials compatible with prime coat. 11 Miscellaneous Painting: Surfaces to be painted and n product specifically manufactured or prepared for the root p p necessary to complete the painting as indicated on the Drawl 1. All materials ne Yo the same manufacturer unless otherwise noted or app. shall be the products of , with the Architect and Owner. See Finish Schedules on the drawings for additional inf with th 13. Colors shall be as selected by the Architect from manufacturer's standard color selection. in rd .. nce with manufacturer's recommended pecifications, but not less 1 . Apply material in acco a two finish coats. t specifically described herein, shall be painted with a . erlal and surface: prime coat and two finish coats minimum. ngs, Finish Schedule and specified herein roved. Verify all painting requirements rmation. than one prime Goat and GI N ;,, R, INC 1080 PARK BLVD., WIT 714. AN $ 58/453,7339 EGt, CALIFORNIA 92101 TE PAX; 019/237-1019 a z 0 oo cfc4 ci N 4 0 (1) z . < LL 0 d (11) 0 > ($) CI: la UNI CI 1= wo<o 0 Z el_ Ivor ook wasj nia M ono latiI LU 1417 d CY) mil 100 Q CP%1 Q C.? V SPECI NOTES SHEET: ENGINEERS, INC, 100 PARK BLVD., SUITE 714 SAN pIEGO, 0ALIFORNIA 92101 TELL 8511/453-4339 FAX: 619/237-1019 0 ce cji w Q X Uwwe S U RE g 05 a 0 z U z w 0 to z C! pp 6 2 r yti< to z›. viw. Imo Sn CCJJJvamo CC Z 0(0 Z ocaN v v LAKEELSINORE w 40, 1.0 yr..e.. M 'NO . wt !",.. e.. sew w+ M i Nan w. - po. aM iost eM .J u.l !M eAr. TITLE NAME SITE PLAN RAILROAD CANYON OAD P OU C-r. 3165.12 SHEET: n • Site Plan SCALE: U— Ywe - e+ww+ 1...i .e.. .Mri 7:ew u+1r i rr4. !wY — iw.e.. ewp.. ew wrw.o.ief P>• +Wir rue.F .w.f ee. m e.......na e:e.a .rin i +w!O ise VYoW 4."' !+ nw. freer °'."'• .........w e ...'..rei. 401-0" 1111111111 tiuJ EXISTING CARWASH TUNNEL 0 011Mmon ArdrA0211211121121rArAPAPTAPAIPAPPArdrardrAVAIVAdrAPAFAINIMINFAIMINIFAIVAPrAINFAVAINIPAPINIF Adir APPAPrArdEIPIIIIWilrAIP'ASIPrArArdPPAIAIKIIP'APSIP":drArAr/VAfllrrAIP'AP'ArirArAlr.AdPrAlrArArA1r4rAP'A 004-40-......-.-0.-04:9"..vrireeedureee.....y.&-eireeireimooleie:Aomizeovourairomxivioreroo tr, CP, r. Op, or• 417. r.„ ft; 0), tr, tetli ti i774.7*'e,r4,,e4,_,e4044.``.,47e4r!Vilini**-461441.e.revailiTe EXISTING FOODMART 4'11,4," 4.1.11".,moulpomiwaie,i hibrowww,ei Imearamoir 4Lommootootokirmonimpr olow presimiewomootiok 1 101 0" Existing F 1 oor Plan (No Revisions SCALE! E5/16"a11-0" 9 060 PAM< BLVD., SUITE 714 SAN tIEGO, CALIFORNIA .92101 TEL 58/453,4339 FAX: 819/237,1019 oftwoomtwojiiirosamm,omogoriopoRe,miiimompsoriOprowaiiivrom tITLE NAME; FLOOR PLAN Al 0, 0 3" PIA. ROOF DRAIN 4 OV RFLQkM 1 QY4N POUT, " YP, SEE PETAL A IM., XTENP DPI I N AMP OVERFLOksi MAIN PIPES DOIAIN I NS Ire THE AltklAIASH, CO °" A MAX. 21 A. HOLE IN EXIST,. C!MIU WALL (AVOID GUTTING gX1ST. t"' EAT$) ABOVE EXT R;IOR t‘ 9 TO EXT N% ONLY THE ROOF ',RAIN I° I t'E OUT, STOP O\ MR LO I RAIN PIPE PIP ABOVE EXIST, GARkMA 1 SLAS NEVI BU I LTS -UP ROOFF OV EXIST, CARiAIASH TUNNEL I t r" 1 7x-7i I( it 1 11 1/11 II r'-:::-.---- '1i% 1 11 1 L- ._- : !_ k'._....t_ _ ...0 I t7.---T _,1 - _ - - __ . __..... a--- f _ a 1 1 — — t.7.___/7- 1 _ I—___r: r- (... -- wI i I I t-- -- sue. ice:. -- i •- ---,:_ . t - •t.._ .t.. _ _ ; I In i I - -t 1 1 iI I I Li' 1 1 I a___ 1_i _ jl _ _I , - ' F.......7.171' 1. __ ! i ._ _ I -- I ...__.I L 1 — 1 -- - j I T - LF,__..__ ;___.__C_..__.._(`- ---... 1 r--- - I______ '- I LT I i I L __ I—• i_-... ___ I i I r--- _ 1r..__. 1 >; L r I _ t[ 7— -.7".."----._ --- H-- F------ 4 1 1 4-r 1 I i I L______- 1-------- I i I ! 1 I I ! j l i t ,..,, L__, j 11I - -- -- -- ._. - -- - .... y: :- _._; -- -* -- . , — _•:c.: -- :;mot---• ,- ms, =—. --- 1'-=',... z .- -_•- -. ._ 1.7 -1-- -. _ - - I , i - I1 1 ! EXIST. AND .. NEW ROOF PLAN GALE = 1/4" 0ti OOF NOTES: I . NE 11 CAR4ALASH rtoor SHALL 4 GLASS "A" 4. J X 1 U I LT'4P ASPHALT ROOF MBRA 1 , OR GLASS o_ Yi tS MOp i Ie (EP BITUMEN ROOF MMBt N!; ROOF SNAAL BE P OV'IP!r) WITH Y*4ITE RANULAR U1t AG CAP SHEETS. SEE S EG I F I GATI ON S# T, (SS; R10161 2. ENERAL GONTRAGTOR TO V I t7E EL!CT1 I GA L. P I SGONNEGTS P ALL ROOF TOP U I 'MENT ANr, OUTL!TS ON ROOF, IF Re U I Rer BY THe O1MNER, 5, d/ENERAL, GONTRAGTO "' IS RESPONSIBLE FOR A WATER TIcSHT 1 0P INSTALLATION. O.C. SHALL COORDINATE WITH ALL SUBGONTRAGTOI :S AND VENDORS FOR MOUNTI NHS OF ROOF E U I PMENT AND PROVISION OF A COMPATIBLE WiA""ER TI 6HT SEAL OF ALL ROOF I Nca PENETRATIONS. NOINEERS, INC. 1010 PACK BLVD., SUITE 714 SAN DIEGO, CALIFORNIA 92101 TES,, 058/453 -7339 FAX: 519/237 --1019 CN 1) O Ca0 Z 041 z >A1 QlajgZ o<o CZ w wQ<o Z N p 'Z z ca co 004 d W jimmimulUnialiANURVIIIIMIUM111161111611116116111111111111111111MEL11111111arlindiral 4141111111111111111/11211 mffliantwouninummanumumaniilmtinall migvaimparlimairrimmum raimmumwmtartamoipittaliwrialailimi I riole e, . 4. ... at a t 0-11, AM I Mai APlaplet; ii4 4*0 -.4400 tamiises, 0131001111.11107141111114, 4. rem VA A A rr, Aol Emparja EVA WAWA alellOWASSITig ,11'441 IllaiipoltVe400114ow, Nrikimeelow.jokesvp.iiett NEI 1111111111111111=11101111111111111111=11111111111111111111111111h. RITIMINIEMNIIIMmommuntimmemumnomunfilmetallitu... sine11111111110111111=111111111131111111111MINIMBEIMMI1 NO111101111a.... mommemurnmunmeffammummumainmenwpanammommotu 144. 1111111111111111111111211111111 ' 11 I 11111111111111111111111111111 NENEEMIIIMMEIRMINI 11 111111111111111111NE11111111111 101iiiiilliiii111iiiiIiiiiI111 Exist North sAL,E1 5/16"eits-0" ast E evat on No Revisions) dafiTANKTIMMNiTailiMUIVINUIRINIUMMEMIANNIIIIIMINNINTAININ sidINOWN11111M21111,111111610,111111011311111111111111111111111171111111111111111111 4111111101113MMIENNIN1111111111111111111111111111111/1111111111111311111111M1111111111111111uni rfillINIANIANNINNITAINIMMIMOVINNIMIMNITIMINIENNINIIIMUNTLININTRINIM r 1.41P.- ExistNorth Wes SCALI S/16" ! l'"C, " E le v aH on (No Revisions) Pererseereepr 1.1101.11,1101101.1....1.1.11.1.411011,1011.....SIONP.M.0611.410 ENOINEERIE;. INC. 080 (DARK LVD.. SIM 714 AN DIEGOp, CALIFORNIA 92101 TtLt M8/453-7339 FAX: 019/237-!1019 111110.110.11.11.4111011.01, LAKEELSINORE, CA92532 NINEER134, INC. 1 80 PARK SLOT 714 S N 0IE,100, 0ALIFORNIA 92101 056/453-7339 r XI 619/237-1019 c z z pi. .1 Exist.South West E 6GALE1 5/100011-0" elitAtIVIVII#01% laablmratilik*v.04111A11110* AP' 10.0. e v a t i o n (No Revisions) MN11111111111111111 ZilLertinitMilitiiii, • rarirpOi .1144111. it dot717.11111141 ZitI 0410$ Uwe:. ottt.t. bit z 111•1•11•11•11•EIMINIIIIIMINIIIIIIIMMIIIIIINIMIINIMMILMIONIII•111•11111=1111.01111.1•1•1101111211•1 1111111111111111111111=111111111111111111111111111111111111111111 11111111111151111111MMITEMITEMITEIMMINUMEN KEELSINORE, CA92532 MILMINUNII 111111111MINIMMINIMINNIMIThio. 13111101/1111 11101111MIMMIUMINIVIDENIMMILIMEIMMETHIMUINIMBEIREINithi, 1111111111111111111111110munitallainlellEMIEZ uiir mmummumummizatibi mennuummesommuratmonom mom noormipm Exist Sou h as n (No Revisions) T!TL tsEi • EXTERIOR eVAT1ON$ PR t JECT: SH ET: 3165.12 A4 h- O Zcn J ' 0 Zw J 6 0 tx CV P- c.) Nt 0 g O U d ENGINEERS/ INC. 1680 SAN TEL: FAX; PARK BIND., SUITE 714 IEG©• CALIFORNIA 92101 58/453-7339 19/237 -1019 W co 1 TOP OF IEAT?~1I NG EL74,] dtf r' FR1GERATiOil Ei --ROo ECK2 S 7112 IL7 Lit WOOD 51-IT DA.51105__ T.& & f'At/E L5 Fez df d W 0 ELSINORE, CA92532 NOTE KiJP1300 PVCCL&. PANIELS) t o ENVIRONMENTAL REQUIREMENTS SECTION 1 ALL ITEMS SHOWN ARE EXISTING EXCEPT NEW CARWASH ROOF) A. Installing Wall and Ceiling Panels: 1. Cold Temperatures: When installing wall and ceiling panels in temperatures below 40 degrees F, warm to a minimum of 60 degrees F overnight and leave space between panels to allow for expansion in accordance with manufacturer's instructions. 2. Warm Temperatures: When installing wall and ceiling panels in temperatures above 70 degrees F, warm panels to a minimum of 60 degrees F in accordance with manufacturer's ,. instructions. B. Cutting Wall and Ceiling Panels: 1. Cold Temperatures: Before field - cutting wall and ceiling panels in temperatu degrees F, warm panels to a minimum of 60 degrees F overnight. 2.0 MANUFACTURER A. Extrutech Plastics, Inc., 5902 West Custer Street, Manitowoc, Wisconsin 54220 Toll Free (888) 818 -0118 Phone (920) 684 -9650 Fax (920) 684 -4344 Website www.epiplastics.com E -mail info ©epiplastics.com 2. f PVC WALL AND CEILING PANELS 3..0 INSTALLATION A. Install wall and ceiling panels in accordance with manufacturer's instructions at locations indicated on the Drawings. B. Install wall and ceiling panels plumb, level, square, flat, and in proper alignment. C. Install trim in accordance with manufacturer's instructions. D. Ceiling Panels: Anchor ceiling panels with fasteners in accordance with manufacturer's instructions. E. Wall Panels: Anchor wall panels with construction adhesive and fasteners in accordance with manufacturer's instructions. F. Fasteners: 1. Install fasteners 16 inches to 24 inches on center into nailing fins. 2. Keep top of screw head 1/16 inch above top of nailing fins, allowing panels to move slightly. 3. Do not recess screw heads into nailing fins. 4. Ensure nailing fins lay flat against surface, not deformed around screw heads. 5. Ensure fasteners are not exposed. G. Cutting Wall and Ceiling Panels: I. Field -cut panels as necessary in accordance with manufacturer's instructions. 2. Ensure cuts are straignt, square, and do not damage panels. Apply joint sealants.. A. Wall and Ceiling Panels: "P1300 ". 1. Description: Tongue- and - groove, rib - reinforced wall and ceiling panels with nailing fins. 2. Material: 100 percent virgin, exterior -grade PVC. 3. Outside Surface: Flat. 4. Width: 12 inches. 5. Thickness: 1/2 inch. 6. Weight: 0.69 pound per square foot. 7. Surface Burning Characteristics, ASTM E 84: a. Flame Spread Index: 20. b. Smoke Developed Index: 400. 8. Color: White, glossy finish. 9. Nonporous 10. Waterproof 11. Corrosion Proof 12 Acceptance: a. USDA b. Canadian Food inspection Agency (CFIA) Trim: 1. Material: 100 percent virgin, exterior -grade PVC. 2. Weight: 0.06 pound per linear foot. 3. Color: Same as wall and ceiling panels. 2. .2 ACCESSORIES T E INAM P OJ CT. S EE 't; 3165.12 A. Construction Adhesive: PL400 or Liquid Nails, as recommended by wall and ceiling panel manufacturer. B. Fasteners: 1. Fastening into Wood: Stainless steel, 1 -1/4 -inch, No. 8 truss -head sheet metal screws. 2. Fastening into Masonry: Stainless steel, Buildex Tapcon 3/16 -inch by 1 -1/4 -inch screws, with 1/4 -inch stainless steel washers. 3. Fastening into Metal: Stainless steel, 3/4 -inch, No. 8 truss -head sheet metal or flat -head Tek screws. 4. Staples: Do not use. PRY' SPRIN6LOK TYPE MA RE LEI F wASHIN6 SET IN MORTAR JOINT 3" CANT STRIP 5UiLT-UP RQO1 I N+ 51.0c_ . ! 'ASR NEW ROOF EXIST HAONR,Y WALL PL.YWOO1 PER STRUCTURAL BAL:1724012 [;;100P I LA @HIM cf3 5C Al PART URETHANE ALANNT` SLOPE TO Ei3c5E SROUT OR. AIPOVEP r ILLS Is A6 22 6A. c ALV, x FULLY SOL,PEkEP, SET ON i OOI PECK IN APPIROVEP MASTIC A I4EN1 ED6E ot 41, 410 n... ..+«.+..:..« r. re..... r...-+ s .ww-..w...w...:.,r,..,w....._ __ -. -_ _ _.. r...,r /• « w. r+. w.. ro +++.w.:- •:e:...w. «,..,.+..saOY v.,.....-,..... a..... ....twP,....,....,........,., i.. -r.w . :. c.. d+.=.r,owa.w...,io.q,,.u,.wAr•mumionsorAirA/.i' i l Mrs"' li'.!•,,. ArAmmormannwarmilessammtrimmiempommdmi L.YI. f ''R PLAN AN1, GiPUL METAL S1 G I '11PIN ERVIGE LINES SEE 'LM. AND EL G. SHT" . SAL >: NONE I Al c.1 4H EMERANE PL SHIN U I LT •-U' ROOFING SEE SPECS N USE SIMILAR OTIL. Poi OTHER 1001 PENETRATIONS EUILT'WuP ROOFINI 04 LEAP toL A 1 Ne err PLUMBER INSTALLED Y R orER ROOT STS, PISER CAN OVERl'LDW 1 RAIN Vi/FI-AEHINe EXTENi ER 1" INTO t PEN I Nc ft OOP DRAIN 4'i/ sump AGE I VER MOx:L. CR. SMITH 4'! F i EER CANT 2x12 -, 2x6 Roofs' 401ST 11 irirg I i' 2X4 ELK'S ALL A POOP D DG Si'Q d sGALE 1 - NON 1/2"G DX PLYVD.i GI INc Gf IGKET ILT Q S MIN. AMR RIP WD, ELOGKINI c RIeID INSULATION GUT TO CoRREc,T sizE TO PEOP Root= sLUPE ROOF FtviMiNo 9fflL @NO@KET EDETA011. Al obmit SCALE i _.1 1/2" o mometteNg STAOK MEMOL RO0FINelp MATERIAL - .. TYP s/s ADJ TAEIL! HOSE GLAMP ONPI ADHESIVE HOT AIR Y+ELI te) MAW @TAM I /2" PLYIND,DEGKING F @bOa@ DIV aCAL1 I 1/2 o A6J A6 INEElte, M ARK BLVD„ SUITE 714 EEO, CALIFORNIA 92101 8/453:,7339 19/237.1019 CA W 0 E AMt T; 3165,12 5H T; O 6 cn N. 0 GENERAL NOTES: I, O NERAL I, THE CNT1' ALTOS SHALL VERIPbe DIMENSIONS ELEVATIONS AND CONDITIONS AT THE 40s Si TE BEF ORE sTAR T INs IRK AND SHALLL TIF''1+' Nd THE A RGHITEOT IMMEDIATELY OP ANY DISC'REPANC'IES, 2. THE CONTRACTOR SHALL RESOLVELVE GONI LiGTS ON THE PLANS WITH THE ARCHITECT BEFORE PROceeDING, KITH CONSTRUCTION. S , U N L OTHERWISE H 4 WN OR NCiL ELSEELSEWHERE ON THE PL ANS, TYPICAL D.T AiLS AND SENORA NOTES APPLY TO ALL PARTS or THE JOS. 41 WHO;! "E NO GONSTIRU TION DETAILS ARE SHOWN OR NO ED FO ANT' PART' O THE YORK SUCH DETAILS SHALL BE T H E SA ME A POR SIMILAR 1RK SHOWN ON THEDtAINS, S NOTES AND D TAiLP ON THE DRAININ$S SHIALL. TAKE P'I IEG GAKEE»EN E OVER THESE 6ENEI!RAL NOTES AND THE TYPICAL DETAILS, 6, THE :STRIJCTUE" AL DRAV INt> S SHOW ONLY THE EASIG STRUCTURAL i EGUIRemeNTS. N REFER ON IL, ILS, AR. GC TEOTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAIN- t S , NCB - TRJ .UAL ITEM? SUCH AS QPENINt5S, OLQGK OUTS, POGKETI, INSL""RTS, EMESEDE' ED ITEMS, EQUIPMENT ANCHORAGE, ETC. DIMENSIONS, LOCATION AND SiZES or OrENINse IN FLOORS, ROOFS AND WALLS SHALL Be VERIFIED WiTH ARCHITECTURAL, MECHANICAL AND ELECTRICAL RAVIN UN L SS SPE G i p I G L L Y E TA 1 LED r P ER o TYPICAL DETAILS FOR SPECIAL PRAMIN6+ AND /OR l E INP'ORCIN REWIREMENTS AROUND OPENINGS. 6. IN NO CASE SHALL WORK INS DIMENSIONS 15E SALED PROM PLANS, SECTIONS OR DETAILS ON THE STRUCYV RAL PRAININ~SS, q, CONTRACTOR SHALL. VERIFY AND DETERMINE LOCATION OP ALL EXISTING± UTILITIES AND SHALL NOT PERFORM AN WORK THAT WILL DAMAtSE EXISTiN UTILiTIESS. IO, CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL AND L.OGAL SAFETY REAL! IR. E Mi NTS. II, THE CONTRACT STRUCTURAL D.AWINsE S AND SPECIE It .A IO REPRESENTTNSRERESETT THE rINISHED STRUCTURE. UNLESS OTHERWISE iNIOIGATE1 , THE=Y' DO NOT INDICATE THE METHOD OED CONSTRUCTION. THE CON TRACTOR, SHALL P ROVIDE ALL MEASURES NECESSARYARY TO PROTECT THE STRUCTURE, VOIRKERS AND OTHER PERSONS PAINS CONSTRUCTION. SUCH HEASuRES SHALL iNGLUDE, BUT NOT BE LIM11"EE7 Td ESRACdINs, SI -7RINs FOR CONSTRUCTION EGUIR'MENT, SHORINCR POR THE IBUILEINS, SI'4ORINS POS THE EARTH I ANKS roRMS, AR°POLDINc , PLANKING, SAFETY NETS, SUPPORT AND Bi AACIN>S POR CRANES AND SINN POLES, ETC. THE CONTRACTOR. SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLeY RESPONSiBLE OR ALL GONSTRUGTION MEANS, METHODS, TECHNIQUES SEQUENCES AND PROCEDURES, Nib OBSERVATION VISITS TO THE SITE B'` THE AI ,GHITECT OR THE ENGINEER SHALL NOT INCLUDE INSP E CTION OF THE Move ITE MS , J. ALL M A TSR lA L ° AND SHALL E RP ORME D IN ACCORDANCEWITHLOCALSTANDARDSANDTOALiGASESPRl?Vi31ON5 or THE LATEST EDITION OF THE UNIFORM BUILT INS. CODE, S. TIMBER: ALL AMI ' UM` TPISN6ERL . TO se cSt'RAE+E MARKED PER THE LUMl3ER! SCHEDULE SHOWN ON THESE DI AV I NOS, 2. SILL P'LATE`S SHALL opE "JOLTED TO o0NoRETE WITH 6/6° DIA. X 10" EME ESI MENT BOLTS AT 4' ..Q' O.G, MAX. UNLESS OTHERWISE NOTED, S, WHets STUD i ARTITIONS, .JOIN C'ONr RETE OR MASONRY WALLS THE END STUD SHALL BE ANCHORED THERE I I TH I/ D I A, EOLTS NEAR TOP AND BoTToM AND AT 4 O 0,C'. SUCH t3OLTS SHALL BE EME3ED +ED IN THE WA LL NOT LESS T NAN 3 /B Or WALL THI G E S. 4, STUD SHALL E SPACE? AT 16" 0,c, MAX, AN OP THE SN O NN ON S+, TV 7 INGN SOLID OLOGKINc SHALL E G TI LA ED!, B WEZ Ei ALL JOISTS AND RAFTERS AT ALL .SUPPORTS ANEW UNDER ALL PARTITI .NS UNLESS0LE OT' HIE 1 - DETAILED.. 6. wOL:S PO R L T SHALL. LL EM ESORED i'i1THi A ISIT OF THE SAME NOMINAL17IAMETEKASTHEESOLT. THREADS SHALL NO T SE AR AS A I NST WOOD, 7, BOLTS IN i 40OP SHALL Sid: NOT LESS THAN 7 PEAt"1, PROM THE END AND 4 DIAM, PROM THE ELSE, EXCEPT AS OTHERWISE SHOWN, 6, TOP PLATES OP ALL WOOL', STUD VIALLS TO eiE 174o Pitua SAME Site AS TADS, !XCEPT As oTHeStlemISE SHO6N, LAP 4'-O MINIMUM WITH NOT LESS :. THAN 12- I61, NAILS AT EACH LAP NOR MOPE THAN 12 INCHES BETWEIEN NAILS. ALL• P MIINtS CONNECTORS TO es !,simFSON" AS MANUFACTURE!, E?Y SIMi+N COMPANY OR APPROVED EQUAL, UNLESS OTHERWISE NOTED, 6ALV, viH004 EXPOSED TO VIEATHER, 1O. NOTCHES OR HOLES SHALL NOT 15EJPLAGE c' IN 5 JD5 OR JOISTS UNLESS FULLY DETAILED ON APIPRO.VED PLANS. Ii, NAl.LINd SHALL SE WITH COMMON 1NIRE NAILS AND SHALL GONPOP.M TO THE NAILINS SCHEDULE; 12, LAS SCREWS, PREDRILL AITH A BIT SiZE or 66% or THE SHANK DIAMETE!1R I t } THE THiREADED PORTION, LEAD HOLES, SHALL ESE THE SAME LENGTH AS UNTHREADED PC PTI N ANB THE SAM E DIAMETERTER A5 THE SHANK, SCREW ALL LASS INTO PLACE, GUT WASHENIiS SHALL BE PROViDED uNDER HON:* AHI'H BEAR ON WOOD: 15, 2 "X SOLID SE +LOCKiNEr SHALL SE PLAGED SETAEEN .JOISTS OR RAFTERS WHEN. SPANSEXCEEDS' -Oi', THE i7ISTANC.E BETWEEN LINES OP IsR.II oIN6 AND iSETWES!N SR1DSIN AND MALL SHALL NOT EXCEED ''"O ORt '3SeI II c5INo HAY !SE QMITTEE FOR, l4OOP AND OEILiNS JOISTS 8'' AND UNDER IN DEPTH 14, ALL BOLTS SHALL : HAVE STANDARD GUT V1ASHE!' S AT MOLT HEAD AND NUT, Is, PROVIDE 2" FIRE SLOGKINs IN STUD WALLS AT MAXIMUM SPACINGS PERMITTED BY GOVERNING CODE AND AT ALL GeILIN6 LINES, 16. DIAPHRAt rM SHEATHINGS NAILS Oft OTHER APPROV'ED SH!ATHIN ± CONNECTORS: SHALL Be DRIVEN SO THAT THEIR HEAD OR C' O? N IS PLUSH WITH THE SURFACE or THE SHEATHING. LUMER s4HEDuLE, 11. IN ACGOR AN CE VITH THE STANDARD t R DIN 6 RULES FOR WESTERN LUMBER BY THE WESTERN WOOF, PRODUCTS ASSOCIATION. MEe POSTS 4x4 4 LAIEI 2x4, 5x4 14k4 STUDS, PLATES, STRIPPINS, MI SC. GONCEALED RAMIN6, BL O GKINe5 4 PIKE STOPPI N r SILLS ON CONCRETE 2x 4 Ex (LAR iEF THAN 4" NOM, WIDTH STUDS, PLATES, ST?RIPPINt , JQ!STS, MISC, C' NGEALED PRAMI N6, BLOGKINcS 4 FIRE STOPPiN ALL OTHER ROOF AND GEE$LiNG ,FISTS AND FLOOR JOIST: BEAMS 4 STI iNcSERS PLYWOOD ROOF, CONCEALED WALL SHATHINO O EA. • FLOOR SH TMIN 6 sPs, DOU L ,,AS PIR -LARCH Dt UcSLAS FIR-LARCH PRESSURE TREATED DbUOLAS FIR- LARCH DOUGLAS FIR-LARCH DOUSLAS PIR' LARCH DOUcSLAS FIR-LARCH U.S. PS i «SS dot OUP I U.S. FS I -SS 6FkOUP I SIRADE NQ,IWPOST 4 TIMBERS NQ,1 OR N +,2 (U,O,N,) No,I OR No,2 (U0,1%1) No,2 JOIST 4 PLANKS OR FETTER (u,O,N,) 1,a,2 OR BETTER ,JOIST AND PLANKS (U,O.N ) NQ,I OR SETTER TEAMS AND STRIN'ERS (U,O,N,) STRUCIVRAL 1 GRADE C -D, EXT. SLUE STRUCTURAL I, T * 6. GRADE C -D PLUsC S1 , UNIERLAYMENT, EXT. LUE IS. 1^IHEN MANUI=AGTUREI WO01 PRODUCTS ARE USED, ALL THE MINIMUM AM! MAXIMUM NAILING MUST BE APPLIED PER MNPR'S BE PROVIDED B'r° THE MNPI . NET ENdlbINEEI STAMPED SHOP E W6S CALLS MUST DE PROVIDED POR APPROVAL BEFORE FABRICATION, HANt LiNc , STORAGE 4 INSTALLATION MU ST E R MANUFACTURERS SPECIPICATICNS, MAN ERS TRUSS MANU F , Iq. MAX MOiSTiJRE CONTENT of GLUE -LAM SEAMS 4 SAWN LUMBER CAN NOT EXCEED Ito% $ lq,PS RESPECTIVELY, I:WRNtS AND AFTER CONSTRUCTION. 20.: MiN. WOEE DISTANCE- OP NAILS TO PL'1QOD E:DSES MUST BE 5/6 ", 21, LEAVE A .1 /6 SAP ESETWEEN, ALL PLYWOOD SHEE +TS ALL AROUND, 22, ALL MATE . IA _._S MUST B HANDLED AND STORED PER LATEST RECOMMENDATIONS or .B,C. 4 LATEST EoiTION OF ,.,I,T.G, 25. MOISTURE CONTENT MUST BE CHECKED 4 REGOR E ED E3`tr A DEPUTY INSPECTOR. 24. PLYWOOD FLOOR sHeATHINe SHALL ete SLUED ! TO FLOOR JOISTS WITH ONE CONTINUOUS BEAD OF AN ADHESIVE aoNFoRmiNo TO UBQ LATEST. STANDARDS AND IN A'GORlANCE WITH THE MANUFACTURER'S DIRECTIONS, 2E, ALL TAE NAILS , MOST EE APPLIED AT AN ANGLE OIL $o TO yERTI CAL THE PENlSTi tATION MUST START' AT A DISTANCE p 5 N .. I I`c5 HESPL. L A L l.,E T ABOVE TAE SECEiVINe memseE S SURPAGE. NAILING SCHEDULE, CONNECTION . -_ NAILINGII 1, JOIST TO SILL. OR SIR ER TOENAIL S "Sd 2 ESRIt OINc TO :JOIST TOENAIL EACH END 2-.a 5, 6 - L . TUESPOai ?R LESS O EwAOH JOIST i=AGE NA IL 2-6c1 4; MI R , TM I" " SU R QOR TO PA A .. ., A < 6. B L EACH J _I ST GE N( d 5,2 SUESPLOOR TO JOLT OR GIRDER. BLIND AND PAGE NAIL 2-16d 6. SOLE PLATE TO .JOIST OR SLO KING, FACE NAIL 16d 0 16" 0,C, SOLE iPLA E TO ...JOIST OR SL.0 CKINO AT BRACED WALL PANELS 5 -16c l PER le" 1, TOP PLATE TO STUDS NAIL 2 -16d 6, STUD TO SOLE PLATE 4 -6d, TOEN'AIL OR 2-16d; END NAIL 41, STUDS, riNcE NAIL 16d o 24 " 0.0, 10. DOUBLE TOP PLATES, PACE A i NAIL ibd 16 O,Ci. 1:VUE3LE TOP PLATES, LAP SPLICE SNI6d II, Ttto PLATES LAPS AND INTEiSECTIONS, PAGE AIL 2-led 12, CONTINUOUS HEADER, "INO PIECES ICad 0 I6d 0.C, ALONcS EACH EDcSE 15, CEILINGS JOISTS T' '_PLATE, TOENAIL. _ .... - 5 -Sd. d. 14. CONTINUOUS HEADER TO STUN TOENAIL 4 -Sd IS.. CEiL.INc JOiSTS,L, PS OVER, PARTITIONS FAC' NAIL 5-led I6, CEILING JQ[STS TO PARALLEL RAr'rE a,S, PAGE NAIL 5-i6d 7, J APTI R TO PLATE TOENAI;, 5 -66 0, I" EIRACE' TO EACH STUD AND PLATE rACE NA L d Ii, I S SHEATH INS O R LES S T O EACH E A 8 I N FACE NA L 2-5d 20. WiDER THAN 1 "x a" 51-4EATH1N6 TO EACH ESEAR.IN6i PACE NAiL 5 -Sd I, BUILT -UP CORNER STUDS et r4" 0,a. w22, ESUILT -U ' 6IRI ER AND ESE4MS 26d ®52" O,C., AT TOP AND BOTTOM AND .STA; S,E! E;D 2-200 AT ENDS AND AT EACH SPLICE 25. 2" PLANKS 2 -16d AT EACH BEARING 24, WOOD STRUCTURAL PANELS AND PART! CLEESOARI t (S) a SUsrLOC R, ROOF AND WALL eHEATHIN6 (TO F AMING)t 1/2'1 AND LESS hd 2) iq/5211*5/4" 8d(5) OR 64;1(4) 7/6"-I" 6d(2) I I /6 " -i 1/4" 1.04(510R ad(4) COM INATIoN SUDPLOOR-UNT E RLA`r`MENT (TO f"I AMNG), 5/4" / OR LESS d 4 25, PANEL SIDINtS (TO PRAMiNd); i f2 OR LESS 64(+6 r 5 /6" .. , ad (6) p 26, FIBERS ARD SHEEATHiNc9t(7) 1/2" NO. II c A,(e) 64(5) NO. 16 6A.(1) 25/52" NO II CA,( r) 541(5) No. 16 SA,(01) 21 INTERIOR PANELING I /4'' 4d (lo) 5/e Od (ii) 26, BLCGKINc BETWEEN .JOIST OR RAFTERS, TO rOF' PLATES, TOE NAILS .S 5-ed 2 RIM JOIST TO TOP PLATT:, TOE NAIL 841 AT 6" 0.C, NOTES, I) COMMON NAILS SHALL SE USED EXCEPT WHERE OTHERWISE STATED, COMMON OR t7EPOR IE"D SHANK. E) CtMMQN, 4) DEFORMEDP,MED SHANK, a) NAiLS SPACED AT 6" o:G, AT EDGES, 12" AT INTERMEDIATE: SUPPORTS IO" AT INTERMEDIATE SUPPORTS FOR. FLOORS), EXGE ''T 6 AT ALL SUPPORTS INHERE SPANS ARE 45" OR MORE, FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD ty IAPHRAOMS AND SHEAR WALLS, REFER TO SECTION 2514,5 NAILS Pt RJR V'ALL SHEATHING SHALL SE COMMON, 6) CORR0SIQN -REST TANT SiDINt OR CASINGS NAILS CONPORMiNO TO THE RFC. UIREMENTS Or SECTION 2525.1. 1) FASTENERS SPACED 5" O.C. AT EXTERIOR E1 :6'S AND 6" 0,C', AT INTEi ,MEDIATE SUPPORTS. 5) GC Ri O'310N-RESISTANT ROOFING NAILS WITH 1/16" DIAMETER HEAD AND I 1 /2" LENc TI1 FOR 1/2 " SHLATHIN6 AND 1 5/4" LEN TH FOR 25/52" SHEATHINS CONPORHIN6 TO THE REOUiR EMIENTS OP SECTION 2325,1, q) OORROESION- RESISTANT STAPLES WITH NOMINAL I /16" CROWN AND 1 1 /S" LEN6Tl1 FOR I/2" SHEATHING AND 1 I/2" LEND H POR E5/52" SHEATE+- INO GONPORMINCa TO THE REouiR .EMENTS Oro SECTION 252 ,1, 10) PANEL SUPPORTS AT I6 ", (20" iP STRENGTH AXIS IN THE 1..0N6 DIRECTION OF THE PANEL., UNLESS OTHER WISE MARKED), CASINO OR FINISH HAILS SPACED 6" ON PANEL E1 6ES, 12" AT INTERMEDIATE SUPPORTS, Ii) PANEL SUPPORTS AT 24 ", CASINO OR PINISk NAILS SPACED 6" ON PANEL EDGES, 12" AT INTERMEDIATE, SUPPORTS, FOUNPATIo NPTES, I; MAXIMUM DES11 N SOIL psSURMj lwr•'-__ u+k W. CO iN T UO SU O I N OTN PAD i OOTlN6$t ..ifl PEE=. 2, BOTTOM OF ALL POOT1N65 TO 53E A MINI MuM BEL0frs LOWEST ADJACENT FINISH &RAE E 4. FINISH EXCAVATION FOR FOUNDATION SHALL SE NEAT AND TRUE TO L I NE WITH LOOSE MATERIAL REMOVeD FROM E>CAfATIQN, 5. THE 6, SIDE OF 1~OUN1 ATIoN MAY BE POURED AGAINST STABLE EARTH (VON.) 7, METHOD OP SUPPORTIN6 REINE ORaINI, PIPE= SLEEVES MUST BE APPROVED IsY THE STRUGTi)RAL„ EN61NEwER, 6, CONTRACTOR, SHALL PROTECT ALL UTILITY LINES, ETC,, ENCOUNTERED, D DR S E X AT I o N A ND BAGI<PILLIN6, q, 'ONTRAGTOR TO E iRAGE OR PROTECT FROM ,OM LATiERAL LOADS THE PIT AND REETAINiN r WALLS UNTIL ATTACHINe LOOS OR SLAPS ARE COMPLETELY IN PLACE AND HAVE ATTAINED PULL STI ,ENSTH, 10, POOTINO BAC KPILL AND UTILITY TREN>:H ESAG,KPILL WITHIN BUILDINS AREA SHALL ESE MECHANICALLY C'OMPAC'TED IN ELAYEEISTi: THE APi I'C1`/AL OF THE EN61 NE» .R. iLOCJDIN6 W ILL NOT ESE PERMITTED, II. ALL ANC' OR SOLTS AND HOLI OWNS SHALL BE TIED iN PLACE PRIOR TO FOUNDATIONATION INSPECTION, 12. PEN.ETRATiONS or FOOTINGS BY PIPES, VENTS, DUCTS OR OTHER OPENINGS SHALL NOT 5E MADE UNLESS DETAILED OR SPECIFIED, 5T11,JC R,AL iE'' IN ElASIS SEI SM G S IT E C L A S S (5 I,S ! E. O R 0 9. S I O Vol2FoSto I/ISR) INEE Ft Os NC. ARK SIND., ,SUITE 714 4 G / D XLIFO R iA 921011 5$453 7339 19/237 --1019 925. 3. 2 KEELSINORE. TI AMR; P 3155,12 SFEC141,- iNSFECTIPIN4r. I, In adolItion to the regulor Inspection, the ffolloWing Items Will Also require special inspection In accardonce wIth Sec, 1104 of the DuildIng Soils compliance prIor to the foundation Inspection, pre-stree foundOtioni high strength steel otici c.cmarete. 5, All inspection ond tests shall be performed by o ctuallfled testing agemay retained by the owner. 4. The special inspector shall be qualified and approved by the building deportment arid acceptable to the C4t*4hite4t, B, speciol inspector sholl observe work assigned for Conformance to the approved design drawings and specielcotIon, 0. The spec inspector sholl furnish Inspection report to building deportment, engineer and archltect of record oplee of the report ovalloale dit the Job site ot all time 1 ATIt A cortlfloote Of sotIsfactory completion of work i-equirtric spee.lol Ihspodtion must be completed arid submitted tO the inspection services 2. Spealol fropeotor sh011 verify that fobricator maintolne aetolleci fcliorICOtion r d ctudility control procedures that privf st or Irepeaton control of the workmanship cane Pobr cotor* obilit to conform to approved tens eo4umente, and referenced stondords, The epealcil inspector shot! revierN the procedures for 4,ompleteress and odequocy relative to the code requirements for PobrIcotor's scope of work, r'abricotor must be registered and approved bt4 the Clty oP Lk e atelhoro, Developernent Services for the fobricatIon of members ond elabertli,1100 on the premises of the foloricotor's shop. (Section 1'104,2,2) 4, Fabricotor sholl submit on 'Application to perform OPP-Site F'olorication' to the Inspection Services /0.1vIsion Por oporovol prlor to c.ornmenoement of fabrIcation, 5. shall ubmt a 'Certificate of C,omollonc,o of Off -Site FOOrIcation` to the inspection servIcep r>ivislon prior to erection of Oobriactied !tame Ord assemblies. SECTION 1706 CN AT ES 0 I TY 1. Pinal roports for all inspecitons and testing must be provided by the special Inspector, fltneAl reports shall document CompletIon of ofl Inspection and correCtion of all noted dlecrepencles. 6. The duties of opecloi Inspector shall be In 40tifOrirerC05 With the rectuiremorlts of section 11044. of the California building code the latebt edition; aontractor shall I;)e responslIole for OH fop:irises civo to on4 premature notification of Inspection whICh results In additional *le vItolOs. Failure of notification by the doritroator Por inspection on a timolu basis may result in Complete removal and replocernent of c4II work perFormea Contractort expenses. It visits lay the. *tru4tural engineer do not constitute an InspectIon, lAlelds Identified as resulrIng continuous or periodic special Inspection need riot have speclol Inspection when the welding Is done In on approved fabricator's shop. However, tho_opprOved f'clivrIc.otor rnvet oubrrilt o certifi Comcateof pilanc.• ri accOrcianCe CBG. Vinen 'ling is or In a shop which Is not on opproveci Pobri4sotor, epee Inspection Is required; oriel on oppllc,otion to perform of'?-1t feirication met Iva sUbmItted to and opproved the Inspection services 1. The constrUction materials esting laboratory must be (Approved N the City of' I.,,C4k0 Elsinore, development aervicee, for teotIng materlols, systems, components, and equipments. A property owner's Plnal report form for work required to hove special InspectIohs, testing and strvoturol observatIons must be completed property owner, property oviner's agent of red.ord, archltect of record, or engineer of record orci submitted to the inspection oer%v140s et, More materials r ossembIles ore required the buldirica c.ocie to be labelea, such materials mid otoomiollee shol e labeled on agency approved by the ciit of Lake Elsinore In oc,c.orclorae ksith T1 ac. F'roducts and materials to be labeled shall loe tested, inspected ond labeled In occordonce with the prodedures set forth In section 1105,5.1 through 1095,5 Ihcientlfy ori plans, name oncl oddreso of he testing / inspection ogencY. 1. -.A a . 4ft" Each contractor responsible Por the cOnstruction P o mph vilr* or esolernici-Porce-reelstin9 system, clasIgnotec:4seisMIc system or o wind- or seismic-resisting component listed In the stotement of special inspectiOne Shall SIAPrnIt Aritten site 01' responSibIllt to the 1:)1.4101III9 official old the owner prior to tilts commencement of Noritt on the system or cornponen,,, contracton's ibtaiement of responsibility shall contolin the fallowing, I. P oi,Noreness of the spacial requirements contained In the statement of especial Inspections; 2. A6knolNleciseerieht thot control will exercised to obtoin conformonce With the construction olocuenents approved y the iquildln9 official; B. Procedures for exercising control itsitillr the dortratorls Orgonization, the method and freetuency Off reporting and e distribUtion of the reportel 4. Identification ond cuolificatIone oft the person(s) exercising such control aria their posItion(ei) in the organizatIon. SPECIAI. INSPECTIONS REGUIREI, N6FZETE IBA, VERIPY aONDITIONO ARE 5U5STANTIALLT: IN CONO Cha0IL , 2, OLT NSTALLED IN cONcRETE WITH THE tg:›11. INVESTIc5ATION REPoRT, s CONCRETE MOMENT RESISTINs SPACE FRAME ISS, VERIF'r THAT FOUNDATION ExCAVATIoNS EXTEND TO PROPER 4, REINFoRC,INO STEEL ,NP PRESTRESSINS STEEL DEPTH AND SEARINdi STRATA SA, WELD TESTINS, DUCTILE MOMENT RESISTiNS STEEL FRAMES ISC. PRos/IDE SOIL C,OtvIIPATIoN TEST RESULTs, DEPTH OF FILL SD, ALL. STRUCTURAL WELL INCLUDits* REINFORCINS STEEL RELATIVE PENtirr, BEARINdi vALUeS 6, HI,SH-sTRENSTH Soi.TINC, ISO. PROVIDE SOIL EXPANSION TEST REsuLTS, EXPANSION INDEx 1, STR1.4TVRAL MASONRY nefoifftioArroNs 12014 POuNDAT0145, ON t'RPe FLooll1 5LAs i5( REINFORCIN(5 SYPSUSit GONCRETE DESIcEIN FOR EACH BUILDIN SITE! SIT cl, INsULATINs coNCRETE FILL 10, SPRA), APPLIEP FIRE PRooFiNa 14, SPECIAL OASES (IScRIEle) H, PEEP FOUNDATIONS (PILINO,DRILLEID MERE) I cAlSsoNS) 115, oFF.SITE PAORIGATION OP tBuILDINO CoMPONENTS 12, SHOTRETE 115. OTHER STRUaTuRAL. INSPECTIONS AS ReGUIRE1, By MSIoNest NO . CeSCRIPTION Or TYFE C INSPECTION FZEOUIRVV, LOCATION,REIvIARK5,TC, r '4 STREN6TH El= la= 1111111111 11111 Alowe..6417.01............."11,M 16, ALL EXP. ANCHORS TO DE DONE PER IOC, AND MN rRis OIREC,TIONS, (Lisa HILT, KllK SOLT 5 EXP, ANC,HOIR ICC-E5R 2502 U.O,N) THE. SPECIAL. INSPECTOR TO VI' THE PRILLINO OP AN' HOLES, THE CLEANLINESS Or THE HOLE, THE Hoistun IN THE HOLE, THE MATERIAL FOR THE ASSEME$L"r. STRUC•UIRAL -'is $ STRUC,TUFZ.AL CE3SERVATIONS SHALL C-Vvit'PL'Ild a. THE SPECIAL INSPECTIONS LISTED ARE IN ADDITION TO THE CALL EP INSPECTIONS REoUIREP CHAPTER 11 OF THE CSG 20IC. SPECIAL INePECTIoN IS NOT A SUBSTITUTED FOR INSPECTION BY A CITY INSPECTOR. GONT1NUoUS INSPEaTIoN Is ALWAYS REGVIREP MAINS THE PERFoRivfANca T'4 WORK UNLESS OTHERWISE SPECIFIEtp, wHEN frseAK IM tvfV214. THAN ONE CATEehORY VioRK REOUIRINdo SPEcIAL INsPEarlom IS To BE PERMOFtMEP SHULTANEOUSLY, OR THE enfO,SR.ApHic, LOCATIoN or THE WORt le SUCH THAT I 4,ANNoT BE GONTINUOVSLY OBSERVED IN ACCORDANCE WITH THE PROVISIONS OF CSC SEC,TioN 1101, IT 15 THE ASENT'S RESPoNSIBILiTY To EMPLOY A SUPT NUivtE3ER OF INSPECTORS TO AeSURE THAT ALL THE WORK IS INSPECTED N ACCoRDANCE Ni-rm rittoYISIONS, NITH THE APPLiat6aLe PROVISINS O C,HAFT5-11z. 1 or cac, 2olo. THE OFIgOiAL INsPec,,TORS KIST SE CiEfkTIFIED BY THE Girt, Or LAKE M.slisorke TO per,tk000)!Itt.in..47ge INSPEcTION SPECIFIE trTi D, I fr IHEN viAlver? BY 71-4 BUILDiNs OPPIVAL, 0! IT 1,e THE RESPONSIBILITY or THE! torinkAvroFt To INFORM AND saHmvuLe ropt 1.2C4IAL. itlerg44TOR ciRt INs1;00TioN AcSENC‘r AT LEAST ONE iliVtz,KIN O DAY PRIOR TO patotiORHIN0 Amy NoRK THAT FtEcIVIRE$ INOPEC,TION. t INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT THE APPROVAL c THEE C4TY INSPECTOR S SUELIEcT To REMOVAI, oR EXF105UR, GINEE Ft INC« gli< BLVD.. SUITE 714 CALIFORNIA 92101 4430;7339 237-1019 ROOF OR.- FLR, JOIST 3x4 FLAT BLKI6 AT ALL PL*770 JQINT PERPEN1, TO JOISTS SEE F'LAN) aiNE • ERs INC ftl< 131.,,VD., SUITE 714 0, CALIFORNIA 92101 453-7339 237-1019STA6GERJOINTS AT 41-0" O/C NAIL TO PAY ED6E EDOE Of PLYVii, JOINTS TO BE 1/16" FROlvf JOIST CENTER 4'-0"x 61-0" TYPICAL PLyiAloor, SHEETS 0 15ouNvARir NAILS pDoe NAILS rtIEL..1, NAILS TypE F'Ll' ilAir, THK. NAIL- SI ZE E5NR,r. Er;,6E 1ILD PANEL NI7EX EBLK16 IIIIII IlleIIIIIMII MEM 5/4 IOCI I 10 40/20 5x4 5/15 lOci 10d 12 2/16 10 2/16 5x4 Te.4rFi PLkO SHEATHING LA)-OUT AT ROOF AND FLOOR DIAPHRASM NO SCALE i i 1 Ira AME: TAILS 3105.'12 N< I 11 Z s E„lit 0 g a. Ps N. 0 DN8o DII I 1 , P(; 8 14 G i1 EF ,r INC. R BLVD., SUITS 714 io, CALIFORNIA 92101 f 237 -1019 c 0 2: >in O Z Cr T W Lill 0.0) a 0ZCOa: I "4 Imo = Q re; ONI CSI V) 01 Q V 0 N J W uJ J ND PARTIAL EXIST. R PLAN. LE t I /4" g I '-.47:0 f9R.AMINc9 NOIrESI I. ^.6—**IN014,ATes FRAMIN6 DIRETION. 2. - INDICATEINDICATE0 I I ,AMINO EXTENT. S. USE rrPE SNTO. FOR NEW ROOF PER DETAIL I /aI.1. 4. N N ROOF Lt AP I NO IS AS FPI-LO ; E -0A.17 15 P (ROOF) LiVE LOAD Kt: 20 PSIc (ROOF) REFER TO SHEETS SI, SIA, AND 51.1 FOR OENERAL NOTES AND TY" IC ALA PTA 6. ALL MEMI5ERS 514bfN ARE NEIL UNLESS GALLED-OUT EXISTING (E). GINEERS, INC. b80 AR k BLVD., SUITF 714 N DIEGO i CALIFORNIA 92101 LI /453,-7339 X: 619/2'37'-1O19 NEV4 Roo, rfvo,v6 F'ER PLAN SLOPE PER ARC/HI.) HANSER 4xI2 (P7) LEI:76ER 5/4" A0 HILTI KKK SOLT 5 (l E5R-2502) AT 24' 0 4, IN Chili NALL otoott) cELL.6 (AVOIP 6UTTINS• EXIST. RESA) 8 ExisTs CMU 'MALL 4><12 (T) 4t,6Eftz 5/4" 1,IA, HILTI KKK EoLT 5 (Ica EVR.-2502) AT 24" (:).C#9 IN VvIU 'MALL ROUT er) CLS (AVolt, CUTTING ›<Is•ri ARS) NEN f;ZOO 1;zAM' e PER PLAN LAKEELSINORE, CA92532 10 TLE NAME: