The URL can be used to link to this page

Home My WebLink AboutPLANS - 05-00346 - Valley River Retail - Expansionr 9 I SANITA. HALF 0 STORY GRATE & MANHOLE AT GUTTER ON SOUTH SIDE OF STREET 144 FT FROM PROPERTY LINE. FIRE HYDRANT LOCATED 0 ' SOUTHWEST CORNER OF K— PROPERTY ON VALLEY RIVE DESIGN l INTELLIGENCE, LLC 185 EAST MAIN, SUITE A REXBURG. IDAHO 85440 PH ( 208) 359 -1481 FAX. ( 208 ) 359 -0740 ER CAP 0 THE )N AND VALLEY 11 /I AF rISTING MANHOLE LEGAL DESCRIPTION LOT 4 OF THE FIRST AMMENDED PLAT OF LOT 1 BLOCK 3 REXBURG ORIGINAL TOWNSITE CITY OF REXBURG, MADISON COUNTY, IDAHO PART OF SECTION 19, T. 6 N- R. 40 EAST OF BOISE MERIDIAN. NOTES 1. PROPERTY = 21908 SF 2. LANDSCAPED AREAS = 2416 SF Scale 1"= 15' ZONE — HBD PARKING — 4 CARS PER 1000 SF OF BLDG BUILDING = 3000 SF PARKING — 12 CARS REQ' D — 21 PROVIDED HANDICAPPED PARKING — 2 CARS ALL PARKING SPACES 10' WIDE BY 18' LONG LANDSCAPING REQUIRED — 10% BUILDING WILL BE SPRINKLED. This Crowing is for this location and customer only and is not to be roused in any manner without the written consent of Design Intelligence. CONTACTORS RESPONSIBILITY 1 15 THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS, ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION, ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE CONTRACTOR IF HE FEELS THE CHANGE 1 16 IN THE BEST INTEREST OF THE OWNER, CHANGES APPR OVAL PRIOR TO CONSTRUCTION. SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPRC FLOOR PLAN R EVISED 0 wiry IONAL uJ ST 4 8 46 tS►� {�j� mss, ��C�' /"� Lu , THIS MAWING 16 FOR THIS LOCATION AND CUSTOMER ONLY,AND 15 NOT TO BE REUSED IN ANY MANNER WITHOUT THE WRITTEN CONSENT ul OF DESIGN INTELLIGENCE -1-LC. I O CL Q LL 1/2"x 10" ANCHOR BOLT SPACED 6 48" O.C. LUITH 3x3x1/4 &QfR LUASi-IERS --- - FINISHED GRADE FLOOR SLAB 0 4 BAR 12x12 -0 24" C.C. 0 4 6 24" O,C, - I40RIZONTAL SHEAR WALL NOTES 1, ALL EXTERIOR WALLS ARE SHEAR WALLS (2X(olm 16" O,CJ, 2, PROVIDE 1/2" AFA RATED SHEATHING WITS ar-) NAILS 6 4" 0,C_ AT PANEL EDGES ANC 12" 0,C, IN THE FIELD. BLOCKING 16 REQUI 3. PROVIDE Slt"IF50N HOLDE)OLUNS AS SHOO INSTALL AS REQUIRED BY THE MANUFAC7 EBLOCKOU75 CONTRACTOR SHAD '/ER;PY ALL WINDOW AND DOOR ;ROUGH OPENING SIZES AND LOCATIONS BEFORE FOR" BLOCKOUTS, - - - ------ - ------ FOOTING SCHEDULE 2x Fr SILL PLATE a" FOJND,47 WALL !/2" ANCHOR can Tct I - '( CCNT FITG LJ/ (2) 0 4 CONT. ')v =;PAMP illAi 1 FOUNDATION NOTES 1, SEE SHEET 50 FOR ADDITIONAL GENERAL NOTES. 1 50 O= FOOTING 5HALL BE BELOW LOCAL F; L_! FROST LI NOTE F�OU -PLAN CONTACTOR'e RESPONSIBILITY iT 15 THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRA WINGS, ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE CONTRACTOR lF HE PEELS THE CHANGE 15 IN THE BEST INTEREST OF TILE OWNER. CuANGE5 SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION. REVISED 0 CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS BEFORE BEGINNING CONSTRUCTION, REPORT ANY DISCREPANCIES TO THE ENGINEER. THIS DRAWING 15 FOR THIS LOCATION AND CUSTOMER ONLY AND IS NOT TO BE REUSED IN ANY MANNER WITHOUT THE URITTEN CONSENT OF DESIGN INTELLIGENCE.LLC. I o y Z I O CL Q LL 1/2"x 10" ANCHOR BOLT SPACED 6 48" O.C. LUITH 3x3x1/4 &QfR LUASi-IERS --- - FINISHED GRADE FLOOR SLAB 0 4 BAR 12x12 -0 24" C.C. 0 4 6 24" O,C, - I40RIZONTAL SHEAR WALL NOTES 1, ALL EXTERIOR WALLS ARE SHEAR WALLS (2X(olm 16" O,CJ, 2, PROVIDE 1/2" AFA RATED SHEATHING WITS ar-) NAILS 6 4" 0,C_ AT PANEL EDGES ANC 12" 0,C, IN THE FIELD. BLOCKING 16 REQUI 3. PROVIDE Slt"IF50N HOLDE)OLUNS AS SHOO INSTALL AS REQUIRED BY THE MANUFAC7 EBLOCKOU75 CONTRACTOR SHAD '/ER;PY ALL WINDOW AND DOOR ;ROUGH OPENING SIZES AND LOCATIONS BEFORE FOR" BLOCKOUTS, - - - ------ - ------ FOOTING SCHEDULE 2x Fr SILL PLATE a" FOJND,47 WALL !/2" ANCHOR can Tct I - '( CCNT FITG LJ/ (2) 0 4 CONT. ')v =;PAMP illAi 1 FOUNDATION NOTES 1, SEE SHEET 50 FOR ADDITIONAL GENERAL NOTES. 1 50 O= FOOTING 5HALL BE BELOW LOCAL F; L_! FROST LI NOTE F�OU -PLAN CONTACTOR'e RESPONSIBILITY iT 15 THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRA WINGS, ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE CONTRACTOR lF HE PEELS THE CHANGE 15 IN THE BEST INTEREST OF TILE OWNER. CuANGE5 SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION. REVISED 0 CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS BEFORE BEGINNING CONSTRUCTION, REPORT ANY DISCREPANCIES TO THE ENGINEER. THIS DRAWING 15 FOR THIS LOCATION AND CUSTOMER ONLY AND IS NOT TO BE REUSED IN ANY MANNER WITHOUT THE URITTEN CONSENT OF DESIGN INTELLIGENCE.LLC. I o Z uj _j C4 Ul clf too uj tA I z QL x U4 ul o :r UJ >: z z ul A' rt -2 - - - - - - - - - - - - - -- -- - - - - - -- - cli lu goo CONTACTOR'S RESPONSIBILITY IT 15 THE CONTRACTOR'S RESPONSIBILITY TC REVIEW ALL ASPECTS OF THESE DRAWINGS, ARCHITECTURAL AND 5TRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFL'CT5 SHALL BE REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE CONTRACTOR IF HE FEELS THE CHANGE 16 IN THE BEST INTEREST OF THE OWNER. CHANGES SHALL BE FORWARDED — 0 THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION. R OO F F R A M ING PLAN 2X4 FRAME OR MONO TRUSS AT 24 O.G. 11 05� Tom AND BOTTOM, MATCH EXISTING GUSSETT 2Xro LEDGER WITH SIM5PON FACE MOUNT HANGER MATCH EXISTING 5 • r lro" TJI r � —_ 2Xro LEDGER WITH SIMPSON LSU FACE MOUNT HANGER ,-- 2Xro im lro" O.G. FRAMED WALL 'ROOF ATTACHMENT DETAIL t4AL Ar ul CONTACTOR'S RESPONSIBILITY IT 15 THE CONTRACTOR'S RESPONSIBILITY TC REVIEW ALL ASPECTS OF THESE DRAWINGS, ARCHITECTURAL AND 5TRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFL'CT5 SHALL BE REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE CONTRACTOR IF HE FEELS THE CHANGE 16 IN THE BEST INTEREST OF THE OWNER. CHANGES SHALL BE FORWARDED — 0 THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION. R OO F F R A M ING PLAN 2X4 FRAME OR MONO TRUSS AT 24 O.G. 11 05� Tom AND BOTTOM, MATCH EXISTING GUSSETT 2Xro LEDGER WITH SIM5PON FACE MOUNT HANGER MATCH EXISTING 5 • r lro" TJI r � —_ 2Xro LEDGER WITH SIMPSON LSU FACE MOUNT HANGER ,-- 2Xro im lro" O.G. FRAMED WALL 'ROOF ATTACHMENT DETAIL t4AL ul uj Lu Iz z ul Y fi RN V d C) CCNTACTCR � R� ;�' ✓'�S B � TY NUMBER OF STORIES: 1.0 FLOOR LIVE LOAD - 50 f'SF + 20 F-5F PARTITION Q FLOOR DEAD LOAD - 15 P5F �- �. FIRE RESISTIVE REG2UIRE1'"1EN v J I N A AT SOUTH O RT''" LINE ROOF DEAD LOAD - 15 E'SF \' o OUR WALL SO F'R i�E 1�.. ° 1 DATA DESIGN NOTES 1, GOVERNING 5UILDING CODE: 2003 INTERNATIONAL 5UILDING CODE "'• -;iS G'R,4W; NlGz S C'R S x T IS THE CONTRACTORS RESPCNS B `C RE ✓ Ew AFL ASPECTS CF FSi R v sS - LOCATION ANa ! ' S O" °R 2, OCGUF'ANG7 AND CsROUP: ARCHiTEGTuRAL ANZ) S`RUCTURAL =R'OR O GCNSTRuGT!ON. AN' CCNP CTS BE CN Y AN^ iS NOT TO BE In REPORTED TO 'HE EN;a'NEER FC!R CORK CN. CHANGES ^^AY BE PRO° 'SEC B` .E RELJ5EG IN AN`' — /-NNER x CONTRACTOR '- E TEE L S T;-;= CHANCE ''e N 7-4E BES INTEREST CF THE C NER ! »AN sES WITHOUT THE UtR E", CNS=A= � ul S+ -TALL BE FOR;: ARDEU TC THE ENGINEER IN JJR - N!z FCR APPROVAL PR ^R "C f:oNSTR CrI -lN. OF ;DES r N 1 DATA DESIGN NOTES 1, GOVERNING 5UILDING CODE: 2003 INTERNATIONAL 5UILDING CODE CxROUND SNOW LOAD - 50 PSF Z 2, OCGUF'ANG7 AND CsROUP: B, 1"I FLAT ROOF SNOW LOAD - 35 PSF SNOW LOAD IMPORTANCE FACTOR - O.8 3, TYPE OF CONSTRUCTION: TYPE v -S SNOW EXPOSURE FACTOR - 0.9 4, LOCATION ON PROPERTY: THERMAL FACTOR - 1,0 n 1!- EXTERIOR WALLS: i DOUR -REAR WIND - 90 MPH C3 SEC: GUST) EXP B X WIND IMPORTANCE FACTOR - 0,87 IU EXTERIOR CF'ENINC35: I HOUR -REAR WIND EXPOSURE - B (SOUTHWEST) -3 WIND INTERIOR PRESSURE COEF - 0.37 — 5. OCCUPANCY SEPARATION :NONE SEISMIC USE GROUP - CsROUF' I � SPRINKLED: NO SEISMIC CATEGORY - CLASSIFICATION D1 4 EXISTING L u T 3 IOCCUP,4NCY > 5 U4 NEW EXPA NSION 330 Sf FLOOR -- PLAN --ONTACTOR'S RES-ON5I5'LlT- 15 THE CONTRAOTOfR 5 RESPON51151LITY TO REVIEW ALL ASPECTS OF TH]E5E D ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. AN Y C 0 NFL! C T5 54 -TALL BE REPORTED TO THE ENGINEER FOR CORRECTION, CHANGES MAY BE PROPOSED BY THE CONTRACTOR IF HE FEELS THE CHANGE 15 IN THE BEST INTEREST OF THE OWNER. - SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION, THIS DRAWING 15 FOR THIS LOCATION AND CUSTOMER ONLY AND 15 NOT TO BE REUSED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF DESIGN INTELLIGENCE.LLC. z Lu � �Q Lu C X Z z Lu c QC z 0 Z 44 OL x lu -1 ui lu O z Z3 0 z x ul ff I ADA FLOOR MOUNT TOILET .. . ...... . SCALE: NT5 ADA URINAL SCALE: NT5 ADA PEDESTAL 6INK SCALE: NT5 FINISHED FLOOR MIRROR MOUNTING DETAIL SCALE: NT5 1/7' APA RA SHEATHING OVER 2x6 WOOD STUDS SPACED tv !6" O.G. SEE STRUCTURAL FOR NA;LING, 1/2" GYP BOARD OVER 2X4 WOOD STUDS SPACED * 16" O.0 ATTACH VERTICALLY OR HORIZONTALL NAILED WITH roD COOLER OR WALL BOARD NAILS 0 7" O.C. WITH END JOINTS CN NAILING "EMBERS. STAGGER JOINTS EACH SIDE. INTERIOR SHEAR WALL ADA FIXTURE INSTALLATION DETAILS NO SCALE 1/2' GYP BOARD OVER 2X4 WOOD STUDS SPACED * 16" O.0 ATTACH VERTICALLY OR HORIZON NAILED WITH 6D COOLER OR WALL BOARD NAILS * I" O.G. WITH END JOINTS ON NAILING MEMBERS. STAGGER JOINTS EACH SIDE. INTERIOR WALLS (SIDING) NOTE: BATHROOM FLOORS TO BE TILED AND HAVE FLOOR DRAIN WALL SECTIONS - NOSCALE PROVIDE TILE A MIN, OF 48" UP THE WALL - TYPE AND COLOR BY OWNER 5ATHROO1" f WALL SEE SHEET SI FOR STf2UGTUAL CONNECTION DETAILS (ONE HOUR FIREWALL) 1/2" WATERPROOF (GREEN BOARD) GYP BOARD OVER 2X4 WOOD STUDS SPACED * 16" O.0 ATTACH VERTICALLY OR HORIZONTALL NAILED WITH (PC) COOLER OR WA ALL BOARD NAILS • I" O.C. WITH END JOINTS ON NAILING MEMBERS. STAGGER JOINTS EACH SIDE, ;;_1 �STC4 -- 7�/ ,5 .5 CONTACTORS RE5 15 THE CONTRACTOR RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS, 4RCH7EC;TjR,4—! 41\j[) STRUCTURAL, PRIOR — 0 CONSTRUCTION. ANY CONFLICTS 51-4o4LL BE REPORTEC', TO 'rI-4E ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE CONTRACTOR IF HE FEELS THE CHANGE 15 IN THE BEST INTEREST OF THE OWNER. CHANGES SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION, TH15 DRAWING 18 FOR THIS LOCATION AND CUSTOMER ONLY AND IS NOT TO BE REUSED IN ANY MANNER WIT�40UT TWE WRITTEN CONSENT OF DESIGN INTELLIGENCE.LLC. C4 ED C4 O N E 4 ll 0 ) u. z �� w A I W. z 0 lz "q QL x Hi ul (y ul } Z z ul x > a 51/13" GYP 5c,4RD BRICK 1/2" APA RATED SHEATHING OVER 2X6 WOOD 57U SPACED 6 (0" O.C. SEE STRUCTURAL FOR NAILING. 5/e GYP BOARD OVER 2X4 STUDS AT l(o" O.C. INSIDE AND OUTSIDE FAG EXTERIOR WALL biL,)INCZ 1/2" APA RATED SHEATHING OVER 2X6 WOOD STUDS SPACED 's Iro" O.G. SEE STRUCTURAL FOR NAILING, EXTERIOR WALL EXTERIOR WALL SIDING 1/2" APA RATED SHEATHING OVER 2X6 WOOD STUDS SPACED 's I(v" O.C. SEE STRUCTURAL FOR NAIL'NG, 5/8" GYP OVER 2X4 AT 16" O.0 AT WAINSCOT SANITAI HALF 01 Seale 1 " = 15' iR CAP 0 THE N AND VALLEY f1 ZONE - KBD PARKING - 4 CARS PER 1000 SF OF BLDG BUILDING - SOW SF PARKING - 1$ CARS RBQ' D - 81 PROYIDND HANDICAPPND PARKINC - Y CARS ALL PARR7NG SPACES 10' AIDE BY 18' LONG STORM GRATE A' MANHOLE AT GUTTER ON SOUTH SIDE OF STRNET 144 FT FROM PROPERTY LINE. FIRE HYDRANT LOCATED 0 7 SOUTHWEST CORNER OF K -i PROPERTY ON VALLEY RIVET A! 1 (ISTING MANHOLE LEGAL DESCRIPTION LOT 4 OF THE FIRST AMMENDED PLAT OF LOT 1 BLOCK 3 REXBURG ORIGINAL TOWNSITE CITY OF REXBURG, MADISON COUNTY, IDAHO PART OF SECTION 19, T. 6 N. R. 40 EAST OF BOISE MERIDIAN. NOTES 1. PROPERTY = 21908 SF 2. LANDSCAPED AREAS = 2416 SF LANDSCAPING RNQUIRND - f OX BUILDING FILL BN SPRINXLBD. This drawing is for this location and customer only and is not to be reused in any monner without the written consent of Design IntoWgence. REF. DWG /SPEC DMP REF. SPEC. / DWG Al I REV. 00CMPrION 8K DATE FOR APPROVAL TO SHOP: TO FM e R & R APPROVAL: OONT No. AS BUNT: DESIGN INTELLIGENCE, LLC 186 SAIT own A PH. ( 2W = f f 0740 JOB NAME: VALLEY RIVER RETAIL CRON W. S W. LOCATION: REXBURG, IDAHO ImL. I�ssjg� aaE 08/29/02 cowRAlcrat: R.E. BECK CONSTRUCTION � D�scRnar: SITE PLAN c2 , w GENERAL STRUCTURAL NOTES CODES AND SPECIFICATiONS A, International Building Code - 2CC3 Edition B. ACI 318 -02 Building Code Requirements For Reinforced Concrete GENERAL STRUCTURAL NOTES i, The Structural drawing Shall be used it conjuctior with the drawings of all other disciplines and the orC ject specifications. The contractor shall verF'y the requirements of the other trades as .c sleeves, chases, hangars, lrserts, anchors, holes and other items to as placed or Set 'n the structurai work. 2, The Contactor Shai be responsible for Comp'.yino w tr a',:' safety precast ors and reeu at one durinq the work. Tne enq!rser wi i lot aovi5e on ror i55ue direct or 35 IG safety precautions and programs" 3. The structurai drawings herein reirresert the riniehed structure. The contractor shaii provde al. temporary euyi+^q and c rsqu led to erect and hc.d tire Structure r proper a'[ armert urt at str- s.,,ra work arc connectic�9 ha ✓e been completed. Trs rvestiaat'or design safety aoeouac, and inspect or or erection « brae ng 9r Gr!ne : temporary 9uppar_9, ...,tC. '9 t he 90.,,.. resporsib ty or .he contractor. 4, The engineer shat', not be re5pon5ib'.e For the methode techniques and Sequences of precedures to p erform the work, The supervfSior of the work 15 the sole rs&pons - bility or the contractor. 5. Drawings indicate general and typical details or CorlstruCtlar'. Where Cand'tions are not 9peGiFica'. y shown, similar details of construction snail be saea subject to approval by the engineer, 6. All structurai systems which are to be composed of components to be Field erected shaii as supervised by the suppi'sr during manufacturing, delivery, handling, storage and erection in accordance w th the suppliers instructions and requirements, Loading applied to the structure during the process or construction shall not exceed the safe load - carrying capacity of the structural members. The 1 ve loadings used In the deafen of the structure are indicated `n the "Design Criteria Note& ". Do not apply any construction loads unit', structurai framire is properly Corrected toeetner and urt;' a'.'i temporary brat re i„ lr place, 8. Aii ASTM and other references are par the latest editions of these standards, unless Otherwise noted, 3. Shop drawings and other items shaii be submitted to the engineer For review prior to Fabrication . Ali shop drawings Shall be reviewed by the general contractor before suom!ttai. The engineer's review is to be ror conformance with the design concept and general compliance with the relevant contract documents. Tne engineer's review does rot relieve the contractor of the sole re5pos;b;iity to review, check and coordinate the shop drawirga prior to subrnfesior. The contractor remains soley responsible for errors and ommiasions aasoGiated with the prsparat!or of the shop drawings as they pertain to member sizes, details, dimensions, etc, 10. Submit shop drawings n the Form of two bloeline pants, in no case shall reproduction of the contract drawings be used as shop drawings, Submit the foliowirnq items for rev iew: A, Concrete mix de5ler(s) - NOT REQUIRED, B, Reinforcing steel shop drawings - NOT REQUIRED C. Structural steel shop drawings - NOT REQUIRED D. Steel Joist Girder shop drawings - NOT REQUIRED E. `fetal dece.'ng shop drawings - NOT REQUIRED F, Pre - manor. wood 9ySem 11 truss shop drawings - NOT REQUIRED G. Pre eneireereo metal buildino system - NOT REQUIRED Other submittais may bs rgsirsd per the "Schedule or Special inspections" or the separate rotes contained herein. ll. Spsciai rsosct'on9 will be required ror this project a9 noted oisiou, A, Concrete - NCT REQUIRED e, Bolts installed 'n Concrete - NOT REQUIRED C. Structural Wsid'nq - Field Welds - NCT REQUIRED i' -- gh S +- ength Bo'tire - NCT REQUIRED E. Structu -a' ^^&sorry - NOT REQUIRED 12. Unless otherwise ind'Catsd all iteme noted tc be dema.ished 511a Gecore the cortractor 9 property and be removed r-om the site. 13. GantraGtCrS 5r-al Viet the 5`te prior to bid to a5certai^ ccr t�or�a which tray adversely arrect the work Or cost thereon, DESIGN CRiTERIA Denier Gravity Loads Roof DL - 15 psF Floor DL - 15 par Des'"er Live Loads: ROOT LL - 20 per m i n Snow - SEE CCvER SHEET Commerical Floor LL - 50 psf - 2C psf Partlticr Residential LL - 40 oaf L aterai Live cads lnd - SEE COVER SHEET Selsm'c - SEE COVER SHEE Equ[valent Fluid Pressure - 55 o5r Bearino pressure assumed to be 1500 PSF - o' Gciumr and wall Foocinde as per uBC Tab +e 2e - baesd upon d Sandy grave; and; ar qra` ✓ e 9a Any variations BnGOUrtereci different From the --ii type assumed, shall be brought to the attentior c)F the Ergireer before proceediro, FOUNDATION NOTES i, Ail footings snail bear on undisturbed, firm natural soli or compacted f i. capable or supporting a deaigr bearing pressure of 1500 per. Aii foundation excavations shall be evaluated by a qualified geotschicai engineer /testing agency prior to pouring Foundation concrete IF required L% the Structural Engineeer, 2, Top of Footing elevations shall be as shown or the foundation plan, These elevations are a maximum and shaii be lowered as required to obtain the required dealer, bearing pressure. Unless noted otherwise, the bottom of all exterior footings shall be placed 6" below local frost depth: the bottom of all interior footings shall. be placed 12'' minimum below interior Finished grade. 3, Ali Foundation concrete shall obtain a 28 day compressive strength of 2500 psi. Ai' concrete to be permanentaly exposed to the weather shall be air- artrained to 5% with an admixture that conforms to ASTM C -260, 4, Ali concrete work shall conform to the requirements of ACi 3C, " Specificatior For Structural Concrete Building& ", Hot weather concreting shall be in accordance with ACI 305, Cold weather Goncratire shall be in accordance with ACI 306, 5, All reinforcing steel shall conform to ASTM A -615, Grade 60 ror 0 5 and larger and Grade 40 for 0 4 and smaller, 6. finless noted otherwise, the Foilow'rg concrete cover shall be provided for reinforcement. A. Concrete cast against 4 permanently exposed to earth - 3" B. Concrete exposed to earth or weather, •6 through 0 18 bars - 2" 0 5 bar, W31 or D31 wire t smaller - 1 1/2" 7, All reinforcing marked continuous (Cont.) on the plans and details shall be lapped 36 X bar diameters at splices unless noted otherwise. 8. No unbalanced backfiliine shall be done against foundation walls unless walls are securely braced against overtruning, either by temporary bracing or by permanent construction, 9. Prior to commencing any foundation work, coordinate work with any existing utilities, Foundations shall be lowered Liners required to avoid utilities, 11, unless noted otherwise, the centerlines of column foundations shall be located on column centerlines. 10, All retaining walls shall have at least 1 2" of free draining granular backfiil, Full height of wall. Provide control joints in retaining walls at approximately l intervals not to exceed 25 feet nor 3 times the wall helgnt, Provide expansion joints at every Fourth cortrol joint, unless otherwise indicated, SiTE PREPARATION NOTES W trn an area a minimum of 5 rest beyond the auilaire limits, excavate a minimum of 4" or existing soi Remove all organlca, pavement, roots debris and otherwiss unsuitabls material, 2. The surface of the exposed subgrade Shall be Inspected oy probing or testing to check for pockets of soft or unsuitable maerial. Excavate unsuitable soil as directed by the engineer. 3. Poor ro i the surface of the exposed subgacie with a loaded tandem axis dump truck. Remove al.' soils which pump or does not compact properly as directed by the e nq i near, 4, FI'I all excavated areas with approved controlled F1i1, Place In 8" loose lifts and compact to a minimum or 35q of the maximum dry density in accordance with ASTM D -638" 5, All controlled Fill material shall be a select granular material Free from all organics or otherwise deleterious material with not more than 20% by weight p6155ir,e a no. 200 Sieve and with a piacticity index not to exceed 60. 6, Provide Field density tests For each 3,000 SF of bul "cl area For each ', iFt of controlled fill,. IT :.S THE CCNTRACTOR S RESPCNSIBILfTY TC REVIEW ALL ASPECTS OF THESE DRAWINGS, ARCHITEC T uRAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CCNFLIC T S S` -!ALL BE REPORTED TO THE ENGINEER FOR CORRECTION, CHANGES MAY BE PROPOSED BY THE CONTRACTOR iF HE FEELS THE CHANGE IS IN THE BEST INTEREST OF THE OWNER, Ci ANGES SHALL BE FORWARDED TO T .HE ENGINEER iN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION, PRE - ENGINEERED TRUSS NOTE 1, Wood trusses shall be designed by the manufacturer to support the loads dictated by the governing jurisdiction. 2. Wood trusses shalt be designed by the mauFacturer in accordance with the applicable provisions of the latest edition of the National Design Specification of the National Forest Products Association and the dealer specification for metal plate connected wood trusses or the Truss Plate Institute, 3, Wood materials shall be Douglas Fir and shall be kiln dried and used at 13% maximum moisture content. Provide grade required to meet stress requirements, 4. Connector plates shall be not less than 0,036 inches (20 gage) in coated thickness, shalt meet or exceed ASTM Grade A or higher and shall be hot dipped galvanized according to ASTM A -525 (coating G60). Minimum steel yieid stress shall be 33,000 psi, 5, Trusses anal! be Fabricated in a properly equipped manufacturing facility of a permanent nature. Trusses shall be manufactured by experienced workmen, uslre precision cutting, ji and pressing equipment under the requirements in quality control standard 0ST -88 of the -ruse P':ate institute. 6. Secondary bending stresses in truss top and bottom chords due to dead, live and wind lands shaii be considered in the design„ Load duration factors shat be per the "National Desler Specification for Wood Construction ', atest edition. ?, Wood trusses shall be erected in accordance with the truss manufacturer's requirements. This work snail be done by a gualiFled and experienced contractor, 8, The Contractor shall provide all temporary and permanent bracing as required for safe erection and performance or the trusses. The euideUnes set Forth by the Truss Plate institute publication "HIB -31, Commentary and Recommendations For i Bracing P C o nn ected Handl n installln and B ac Metal late Co o and 9� 9 ng Wood Trusses" shall. be a minimum requirement, 3. Truss member and components shall not be cut, notched drilled nor otherwise altered In any way without the written approval of the Englnser. 10. Submit complete shop drawings for all wood trusses showing member sizes, species, grade, moisture content, spar, camber, dimensions, chord pitch, bracing requirements and loadings. Shop drawing shall be submitted to the Eneineer and shall bear the seal of a Professional Engineer registered in Idaho, WOOD FRAMiNG NOTES I, Ali wood framing material shall be surfaced all and used at IS% maximumu moisture content. 2. Ail stud and wall framing shall be No. 2 grade Doug Fir, 3. All joist, rafter t mist, framing shall be No, I grade Doug Fir. Provide full depth or metal bridging at midspan and at a rnaxmimum spacing of 8 ft o,c. between, 4, All framing exposed to the weather or In contact with masonry or concrete shall be pressure treated in accordance with the American Wood Preservers Aseocication Specifications where possible, All cuts and holes should be completed before treatment. Cuts and holes due to on -site fabrication shall be brushed with 2 coats of copper naphthenats solution containing a minimum of 2% metallic copper in solution (per AWPA STD. 1 7. Provide double joists under all partitions which run parallel with joists and under all concentrated loads From Framing above. 8, Provide header beams of the same size as joists or rafters to frame around openings in the plywood deck unless otherwise indicated. 3, Structural steel plate connectors shall conform to ASTM A -36 specifications and be 1/4" thick unless noted otherwise. Baits connecting wood members shall be ASTM A -307 and be 3/4" diameter unless otherwise indicated, Provide washers for all bolt head& and nuts in contact with wood Surfaces, 10, Bolt holes shall be carefully centered and drilled not more than 1/16" larger than the bolt diameter. Bolted connections shall be snugged tight but rot to the extent of crushing wood under washers. 11. Prefabricated metal joist hangers, hurricane clips, hold -down anchors and other accessories shall be as manufactured by "Simpson Strong - Tie Company ", or approved equal. Install all accessories per the manufacturer's requirements. All steel ahall have a minimum thickness of 0.04 inches (per ASTM A446, Grade A) and be galvanized 'coating GroO), 12. Holes and notches drilled or cut into wood framing shall not exceed tine requirements of 2003 International Buildine Code Section 23, 13. Ail plates, anchors, rails, bolts, washers and other miscellaneous hardware permanentaly exposed to weather Shall be not dip eaivarized. SLAB ON GRADE NOTES i, Provide concrete slabs over a 6 mil polyethylena vapor barrier and 4" of porous fill. Maximum slump for concrete slabs shall be 5 ", using Type II cement, 2. All porus fill material shall be a clean granular material with 100% passing a 1 -1/2" sieve and no more than 5% passing a No, 4 sieve. Porous fill shall be compacted to 35% max. dry denelty per ASTM D -638. 3. Slab joints shall be filled with approved material, This should take place as late as possible prererabiy 4 to 6 Lusaka after the slab has been cast. Prior to Filling, remove al.' debris from the joints, then fill In accordance with the manufacturer's recommendations as follows: 6" slabs - £III with Epoxy resin Other slabs - Fill with field molded Of elastomerG sealant, 5, Unless approved otherwise, all reinforcing shall be blocked into the center of the slab with precast concrete blocks having a compressive strength equal to that of the slab, 6. Walk wars and other exterior slabs are not shown on the structrual drawings. See the site plan and architectural drawings For location, dimensions, elevations, jo rt:ng detai and finish details, Provide 4" walks reinforced with 6x6 - W 1,4 UJWF unless otherwise noted. �. Slabs to be permarertiy exposed to weather shall be air entrained to 5% ( +/- 1%) with an admixture that conforms to ASTM C -260, 8. Ali concrete work shall. conform to the requirements ACi 30' " Specificatior For Structural Concrete Bu:idlnes Hot weather concreting sha l be in accordance with ACI 305, Gold weather concreting shall be in accordance with ACi 306, 3. in order to avoid concrete shrinkage cracking place concrete slabs In an alternating lane (or checker board) rn T h e m l n n I in in r n ' patte rn, a e fit of s lab cast a y o n e continuous pour is recommended to be less than 100 Feet, The maximum spacing of joints shat! be 25 Feet, 10, See architectural drawings For exact locations of depressed slab areas and drains, Slope slab to drains where shown, 11, The finish tolerance of all slabs shall be in accordance with ACI 301, Type A. 12, Slabs shall be constructed in accordance with the Following Flatness /levelness requirements: Slab Category Specified Local Minimum Bull - Floated Ff - 15 , Fi m 13 FF - 13 FI - iC Straight Edged Ff . 15 Fi - 13 FF - 13 FI - 10 Flat Ff - 15 FI - 13 Ff =l.3 Fi . 10 very Fiat Ff =15, Fi =13 Ff- 13,FI.10 Super Fiat Ff :l.5, FI =13 Ff -13 F1-10 Floor Flatness and levelness tests shall be conducted if deemed necessary by the owner in accordance with ASTM E 1155. Results, including acceptance or rejection of the work will be provided to the contractor within 48 hours after data collection. Remedies for out of tolerance work may include removal and reconstructior at the contractors expense, Any other remediation requires the approval or the owner, PLYWOOD /Gx1'F BO ARD SH EATHING NOTES 1, All plywood construction shall be it accordance with the American Plywood Association (APA) specifications. 2. All roof panel sheathing shaii be 5/8" (rom.) CSB 1 APA rated sheathing. Suitable edge support Shall be provided b use of panel clips or blocking between framing, Unless otherwise noted connect roof sheathing with 8d common rails at 6" c,c. at supported panel edges and 6" o,c. at intermediate supports. 3. All Floor sheathing shall be 3/4" (romJ APa rated STURD -I -FLOOR Exp. 1, with tongue and groove scale, Unless noted Otherwise connect floor sheathing with lad common nails spaced 6" o,c, supported edges and 12 o,c, at intermediate supports. Field glue using adhesives meeting APA specification AFG -01, applied in accordance wlth the manufacturer's recommendations, 4, All wall sheathing shall: be 1/2" (nom.) OSB APA rated sheathing. Unless noted otherwise, connect wail sheathing with Sd common rails spaced at 6" o.c, at supported panel edges and 12" o.c at intermediate supports. 5, Install all plywood sheathing with the lore dimensions or the panel across supports and with panel continuous over two or more spans, stagger Parisi end joints, Allow spacing at panel ends and sdges unless otherwise recommended by the sheathing manufacturer. 6. Ail nailing shall be carefully driven end rot over - driven, Provide 2x biockire at al.': unsupported pars! sloes. C AST -iN - PLACE CONCRETE NOTES STR STEEL NOTES 1, Concrete mixes shall be designed per ACI 301, using Portland Cement conforming to ASTM C -150 or C -595, aggregate conforming to ASTM C -33, and admixtures conforming to ASTM C -494, C -1017, C -618, C -389 and C -260. Concrete shall be ready -mixed in accordance with ASTM C -(B4, 2. Concrete shall conform to the following compressive strength, slump and water /cement ratio requirements unless specifically approved by the Engineer in writMg: Concrete Min F'c 1 28 days) Slump W/C Ratio Columns 4000 psi 2" - 4" 0.46 Elevated Slabs 3000 pe! 2" - 4" 0,46 Concrete not Noted 3000 psi 2" - 4" 0.50 Foundations 2500 p9l 2" - 4" 0,50 Slabs on Grade 4000 psi 2" - 4" 0,50 3, All concrete work shall conform to the requirements or ACI 301, "Specification for Structural Concrete Buildings 1; Hot weather concreting shall be in accordance with ACI 305, Cold weather concretirg shall be in accordance with ACI 306, 4, All reinforcing steel shaii conform to ASTM 4-F6i5, Grade 60 For 0 5 and larger bars and Grade 40 for 0 4 and smaller. All welding of reinforcing steel shaii be in accordance with AWS D1,4, Epoxy coated reinforcing shall corrorm .a ASTM A -75, 5. All welded wire fabric (WW=) shaii conform to ASTM A -185, 6, A• reinforcing steel shalt be set and tied in place prior to pouring of concrete, except that vertical dowels for masonry wail reinforcing may be 'floated" it place, Do not risld bend bars oartialiy embedded in hardened concrete unless apectricaily indicated or approved by the Engineer. 7. Reinforcing steel, including nooks and bands, anall be detailed in accordance with ACI 315. Ali reinforcing steel indicated as being continuous (Gant.) strait be lapped with a Type 2 splice unless noted otherwise. 8, Unless noted otherwise, the following minimum concrete cover shall be provided for reinforcement: A, r •h r: to earth o w a e Go n r t ceee xpose d e "6 through 0 18 bars - 2" 0 5 bar, W31, D31 wire t smaller - 1 1/2' B, Concrete not exposed to earth or weather: Wails, elevated slabs [t joists] - 3/4" Beams and columns - 1 1/2" C. Foundation concrete - See Foundation Notes. 3, Bar supports and holding bars shall be provided for all reinforcing steel to insure minimum concrete Cover, Bar supports shall be plastic tipped or stainless steel, 10. Unless noted otherwise, all one way slabs shall be reinforced as Follows: Bottom reinforcing 0 4 0 16" o,c. (Between Supports) Top Reinforcing 0 4 0 12" o.c. (Centered on Supports) Temp. Reinforcing 0 4 0 18" l (Tranaveras Bottom) 11. Unless noted otherwise, all concrete walls (other than retaining walls) shall be reinforced as follows: Wall Thickness Horizontal Vertical Location 4" - 6" 0 4 0 16" o.c. 0 4 0 18" o.c. Centered 8" 0 4 ® 12" cl 0 4 0 18" c.c, Centered 10" 0 4 0 18" o.c, 0 4 0 18 o.c Each Face 12" 0 4 0 16" c,c. 0 4 0 18' o,c, Each Face 12. Ali edges of permanently exposed concrete surfaces shall be chamfered 3/4" unless otherwise noted. 13, Ir order to avoid concrete shrinkage cracking, place concrete slabs it an alternating lane pattern. The maximum ength of slab cast in any one continuous pour shall be imited to 80 feet, 14. Formwork shall remain it place until concrete has obtained at least 30% or its 28 day compressive strength, The Contractor shall provide all shorirg and reshorirg, O N I, All structuuai steel shall conform to the latest edition of the "Manual of Steel Construction" of the RISC. In 2. Unless noted otherwise, all materials shall be in conformance p with the Following ASTM spaciflcatlons: ` O 0� MEMBE _ ASTM MIN, STRENGTH Q7 @ Z U Structural Tubing A500 Grade B 46 ksi Q W Steel Pipe A53 (Type E or Grade B) 35 ksi Q Oil Q Other Rolled Shapes and Plates A36 36 ksi Connection Bolts A325 92 ksi Anchor Bolts A307 ---- Threaded Rods 1436 36 ksi Non- Shrink Grout 01107 8000 psi 3. Minimum bolt diameter shalt be 3/4" unless noted otharwisa. All bolts shall be shear /bearing tWe bolts and be snug tight. 4. All welding &hail be in accordance with AW9 using E1OXX electrodes. Unless noted otherwise, provide coat: min, sized fillet welds per RISC requirements. All filler material in( 1 k i. shall have d minimum to d streng of 58 e y 9 � 5, Where "Continuous Chord" angles are indicated, provide O a continuous butt weld or Full penetration weld at the splice Z connection detail for approval. 6, Moment connections are denoted thus ( J on the plan, See typical details, 7, Where steel beams bare across building expansion joints m or at wall control joints provide a "slip" connection as shown z U! � in the typical details, J Q 8. Holes in steel shall be drilled or punched. All slotted U 0 holes shall be provided with smooth edges. Burning of cffii holes and torch cutting at the &its is not permitted. 3. Unless otherwiss noted, all structural steel permanently exposed to view shall be shop painted with one coat of SSPC 15408, Typa i (Red Oxide) paint. 10, The structural steel erector shalt provide all temporary guying and bracing, Ii. Columns, anchor bolts, base plates, etc. have been des For the loading encountered during steel erection and construction, Any investigation of the columns, anchor bolts, 0 base plates, etc, is the sole responsibility of the contractor, 0 C 12, Steel fabricators shall be an AiSC certified shop for Category i steel structures and maintain detailed quality X control procedures as required to satisfy the special ("j 'd inspection requirements of the 2003 International Building U. Code, 13. Provide girt& with a slight downward "bow" at midspan. 14. Unless otherwise noted, all structural steel permanently exposed to the weather, including all brick shelf angles shall be hot - dipped galvanized in accordance with ASTM A153, 15, Protective coatings damaged during the transporting, erecting and Field wedding processes shall be repaired fid in the field to match the shop applied coating. 16, The contractor shall hire an independent testing agency to provide special inspections of bolting, welding and M other items in accordance with 2003 international Building Code. ..t i'i, Provide angle frames at all roof openings and mechanical roof top units per typical details. OF DESIGN INTELLIGENCE.LLC. Z Z X UJ UJ (Y- i'' Q s� ;aNAi hr.; Mai > >-. z G\ Tf :3 Z Ou OF O Q S THIS DRAWING IS FOR THIS LOCATION AND CUSTOMER ONLY AND IS NOT TO BE REUSED IN ANY MANNER X LU WITHOUT THE WRITTEN CONSENT a OF DESIGN INTELLIGENCE.LLC. O O O QQ UJI LD > LLI '/2"x 10" ANCHOR BOLT SPACED * 46" O.C. WIT} -1 3x3x1/4 5aR WASHERS ---- 2x F7 SILL PLATE - GRADE FLOOR SLAB SHEAR WALL NOTES I. ALL EXTERIOR WALLS ARE SHEAR WALLS 12x6 loD Ira" O'c"). 2, PROVIDE 1/2" APA RATED SHEATHING WITH 5D NAILS 6 4" O.C, AT PANEL EDGES AND 12" O.C. IN THE FIELD. BLOCKING 15 REQUIRED, 3. PROVIDE SIMPSON HOLDDOWNS AS SHOWN, INSTALL AS REQUIRED 5 THE MANUFACTURER, : 7r!Tl O z Z U Z %5 N w a Z O d) Z I a x ul -j BLOCKOUTS CON SHALL vEfRiFY ALL WINDOW 1 AND DOOR ROUGH OPENING SIZES AND 'LOCATIONS BEFORE FORMING SLOCKOUTS. FOUNDATION NOTES F I. SEE SHEET 50 FOR ADDITIONAL GENERAL NOTES. 2, B07TV'l OF FOOTING 5L1,4LL BE BELOW LOCAL !Oxa SCNT r G Lj/ (2) •4 CONT, FROST LINE. FOUNDATION/FLOOR SLA$ PLAN CONTACTOR'5 RESPONSIBILITY IT 15 THE CONTRACTOR' RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE C)RALJI ARCHITECTURAL AND STRUCTURAL, PRIOR 7*0 CONSTRUCTION. ANY CONFLICTS SHAL BE REPORTED TO Tli ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED BY THE CONTRACTOR IF- HE FEELS THE CHANGE 15 IN THE BEST INTEREST OF THE OWNER. CHANGES SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION, NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS BEFORE BEGINNING CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER, Tf 446 OF sp THIS DRAWING 15 FOR THIS LOCATION AND CUSTOMER ONLY AND 15 NOT TO BE REUSED IN ANY MANNER WITHOUT THE WRITTEN CONSENT OF DESIGN INTEI LIGENCE. I C, w Rl- ff uj tK O O 01 cq c 4 O z O z O x Lu 0 4 BAR I2xI2 -6 24" C.C. - 8'' FOUNDATION WALL 0 4 ID 24'' C.S. ANCHOR HORIZONTAL n 04 CON', BOLTS SPACED A ,� - r-RXIE LL,4L-' r ------ _---------- - - - - -- ---------------------- ---------------------------------------- N 14, 0 0 0 4 Q z w Q w o � o �GTES 1, 'N5T4_— "Ji'S PER ? !ANUF,4C%RER'S REGO?" - ENDATiONS iNC"DiNG ALL BR'D s,NCs AND BRACING. �0 5' COUNT SC LLD BE DE'ER`I NEE) N =RC"^ JUST SF'AG!NG NOT H PRO VJDE 51MP50N HI CR EOUA AT BRG ENDS CF AL— RAFTERS. 4 4,'1NDC L HEADERS St_IALL BE !2s DF 2X'0 O JNLE55 NCTED OTHERWfSE. } z O tU 3 cri c c N ' Lu 4 N NEW ITION id —loo" TJI 360 1(o O.G. " a I Y Y f • N M « • • ■ N r } » Y } N Y Y Y N Y f K Y Y • • r • Y M } • • ■ ■ M Y • Y « f } Y } Y t� « �� ,• N Y ■ } • } N M Y Y • Y « M » • Y } N M Y « • Y / • ■ K • » } M » K « Y • « Y • » » M K N Y r • �aI N " M N N N Y M K M - - - -- - -' - -- - � (.�/�� " » « a " N M M Y Y Y N Y a « • Y i • • • } » « � • N • 11 • � Y N N N • N y M N � • N • a a N 11 ■ a a M a a a : a a» a � W a » Y a Y N K } « N « • K • i • 1� • • • 11 • y Y N t 1.1 • M N 11 Y •• Y « « y N a a « i » » a Y ■ ■ • • } • Y r y N • • • " N M « • N Y • • « N K « ■ M • K • f « I } N �. f a « a « « M « • Y i » « N M • } « Y M } p M • Y Y • N a Y i7y M » Y Y } Y N M » N a r Y (1 Y ■ • » Y • Y � O « f • r Y Y a • N • ■ « ■ Y K Y • N � Y • Y Y • Y a 1� N N a 11 Y • a a Y Y Y • � M M N 1� a a K K a a N a M a a Y Y i N • Y Y a } » N • } K N r • Y Y N • • a • • • • Y Y • N M Y • • N Y N Y Y N M Y • » « M « " « Y N a » « » N Y Y r « \ » « ■ i } » • Y K Y M Y K N • r Y M • } Y • f K M « } 11 ! • a • a • N • ■ K r • a ■ � « » a a Y • « a • � � a a 1 N M a a a • a a FS Y } M N M « • M M Y N • » « N • Y • y " � � r Y a p • N Y a Y S » Y Y » • ■ M Y } f • a \ f K Y • • Y r • M » 1� • � a � a a K • M Y M M « » Y } ■ r M MM • Y Y • Y • y a y Y N Y y� K Y ••• r r • r N 11 K G N 1��1 K } • N M N N • Y N Y Y S K } K f « Y Y • Y • « a « " » f « « » » a a a " a M S Y a a a " a ■ a a a ��1 a • a • ■ a ryy " : " Y a Y a a a a a i a • N f Y « « « Y r M } 11 ■ Y a ■ 11 K N � � Y K « • a M r ■ r N r a N " M Y a N • • N N • K�• N M » f \ Y • N • • • Y M " N y a a a a a a a « a K a a } y • Y Y r N K M � • N N a t Y } » » ■ • } • Y 11 r a Y • N • ••• 11 Y Y f M y a Y Y N a Y • � a 1� � » a � a a a } a a M M 1 a 4 f r f " 11 • a Y Y Y � • M Y K N K N Y M a • • 1! ••• • • a • M ■ • } r ■ M M p ■ r a K �(V ' • N a • a a a a a « Y a a a , a K • Y • a Y « ■ K r a • • K M • M N Y N N r r • K r • ■ K Y ■ • K " \�i� • " } a N a ■ a • • Y K « » f a Y • ` ■ Y » • • • N N » a Y Y r a • Y Y • » • N Y Y p A: 1v E • N a � si � � gg Lu t1L N eG 11�Qpy«�J N • M � � a f • � • a N • '. Y a • � � a M '. .� Y • g a a K Y a ■` M N N a a • a a • a • N � • 111111 •• • Y M • r •1�81aB■ � c4 y Y N N Y K ■ Y N N M • r Y Y • f Y Y N y • Y M } Y M K f ■ • Y M • K Y • • Y } Y • Y M r t N • } » y � � y � r � a Y Y Y a a « a • Y ■ } K a N a « a : • a N • a « K a N r • � • » N Y N } M a • a a M " N M Y Y � Y Y N • r N • } K M • N K � 111111 � Y • K • N a N a r • • K M • • Y • Y \ K Y N Y • • ••• y N Y K Y } } Y • N 11 ••• 11 • a \ • M r t f N tl a � a « « « " » » H; • R " « « g a • a. ' Y } • a 1 } \ • • • • f r « N 1 + � • a a « � z K M • Y Y K `y a S S Y a ■ M M \ K N � Y Y Y • • a • Y K a Y } « • a Y 1 • K a • ■ • Y M .K } " • M a N r Y N a M M • Y • r« • K N K 1 : jj a � " � I+ . ` a a M a M � : a " a « a � : a « a • a a • a } L a a M a M a • � a " a a a a •••N « a Y a " • • •• » • f • Y Y M • aI M « a « « « a a l » « » a a " » Y » » • • « M M » Y • a Y » " a a } » " a CC 1 11 a " « Y « " « « « " » » « M } N y K M ■ • K`r �F ( id�MT► • Ird X11 �S I\ • a N y f ■ a a ■ • N • K Y • a « r 11 • N Y K ■ « Y » * Y N • 1 1 N Y r : M M f • • Y ■ « • Y f N • N • • Y N Y Y N • y « a • Y • Y • M N N K N f Y M Y • K Y M Y Y Y • Y YYY M 11 II1I 1Y1 a K Y N M f • • M N Y } K a M Y Y f y a Y K f • 1r� Y Y a • f r y K f M N ' Y • � •■ " • " M M » « " a M : a a » » a » « « « f a a " a i N � « 1 " a a « M � a a » N • N r N » i • N • f • Y M 111111 » » ••• a ■ • M } � • N Y • M » • • M » N Y • N Y N M N Y a N M 1 « " Y " K a • • « a « « M « M " « » « Y » • K r a • N K p • N ■ a r C Y « Y N Y N N Y Y K • Y Y Y M f N Y a f a • a N M r N a • r Y K N ■ • • 11 N M Y Y K M • N K ■ M a r a i Y a • Y • N \ M N N N a " a f a M « « » a f • Y ■ Y Y • 11 r ■ N y M Y • Y Y • Y Y • } • K K N K f •• •• ••• f Y Y • Y p M N Y f K N • y a a f " • • • Y • Y ■ a Y • f « K a N M Y a a M M Y K a Y N ��1 «1 � � ��z11 � � �1� 11�@ 1 p11 �� °•� "; �1 1 r gg 1 N Y f 1 1 1 1 �11� M N ■ » Y a " M 1 M a r " a � a a � • Y a Y 11pyp111 r 11 • a y` N K ■ 111��$y1�1 Y S N r ��% r a M » � • 1 • M a M 1 M •■ 1 a M • 1 N • N a � Y Y M M . ___ —_ _ � a a Y l a K 1 a K a � 1 � a a a 'j £ a 1 1 � Y@ 1 r g• a ' 1 « a » a a 1 � K 1 Y � a M » a � M 11 K 111 M 11 a �4II$ey1 � a a � M I r l •• 1 a » Y f N • » Y p 1 • ■ a » � � a � • a ■ Y � � a » z O � I z "q O X ui ROO FRAMING PLAN, -1 lu 0 d Q 8 +�► Z O Sig ��" ® Lu IL RESF'CNSIBILIT'f' ! 6�J THIS DRAWING IS FOR THIS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DRAWINGS, LOCATION AND CUSTOMER ARCHITECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE ONLY AND 15 NOT TO BE m REPORTED TO THE ENGINEER FOR CORRECTION, CHANGES MAY BE PROPOSED B`' THE REUSED IN ANY MANNER X CONTRACTOR !F HE FEELS THE CHANGE IS IN THE BEST INTEREST OF THE OWNER. CHANGES WITHOUT THE WRITTEN CONSENT Lu SHALL BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION. OF DESIGN INTELLIGENCE.LLC, PROJECT NAME: A NEW CUSTOM DESIGNED HOME FOR VALLEY RIVER R ETAI L EXPANSION REVISI DISCLAIMER 0 0 GROUND LINE i ,' I I o 0 0 Pd e ,A 0 il il 10 ,A I I ,h ,A FRONT ELEVATION SCALE: 1/4" = 1' -0" CONTRACTOR z w0 W � Iz U ry W � 1 m u P LAN NUMBER 0905-76 I Ear. Lon (ii =4 DRAFTING AND D ESIGW 35 0 NORTH 200 EAST REXBURG ID 834 !: • ISSUE DATE 9/13/05 SHEET TITLE FRONT ELEVATION � SHEET NUMBER A -101 SHEET 1 OF 2 PROJECT NAME: A NEW CUSTOM DESIGNED HOME FOR VALLEY RIVER RETAIL EXPANSION RE VISIONS DISCLAIMER CONTRACTOR NUMBER z 0 Li SHEET W f � U U � W � J z M Q U A+ DRAFTING AND DESIGNS, L.L.C. 350 NORTH 200 EAST REXBURG, ID 83440 PH: (208) 359 -8133 PLAN NUMBER 0905 -76 ISSUE DATE 9/13/05 SHEET TITLE SIDE AND REAR ELEVATIONS SHEET NUMBER A -102 SHEET 2 OF 2