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HomeMy WebLinkAboutOV1702931Town of Oro Valley Community Development and Public Works January 12, 2018 Insight Homes, Inc. Mike Jones 3561 E. Sunrise Drive #201 Tucson, AZ 85718 Case OV1702931 Dear Mike, Thank you for submitting model plan 2575 for architectural review. The model home is proposed to be built in both phases of the La Canada Ridge subdivision where there are other model plans approved for Insight Homes through cases OV15000826 and OV1600024. Staff evaluated this new model with the Designs Standards of the Zoning Code along with the previously approved models. The model home meets the standards of the Oro Valley Zoning Code along with blending well with previously approved model homes for the La Canada Ridge subdivision. The model home architectural plans and building plans (M1702701) are both approved. You may submit lot specific site plans for house permits at anytime. Please let me know if you have any questions. Sincerely, Patty Hayes Senior Planning Technician Town of Oro Valley Phaves@orovallevaz.gov 520-229-4819 Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 o�PLLtY qq/�o TOWN OF ORO VALLEY cf" COMMUNITY DEVELOPMENT & PUBLIC WORKS DEPARTMENT 11000 N. LA CANADA DRIVE, ORO VALLEY, AZ. 85737 ' PHONE: (520) 229-4800 FAX: (520) 742.1022 www.orovailayaz.gov 1.2 GENERAL APPLICATION FORM11 Office Use 0 OV Case #. Application Type: ❑ Major General Plan Amendment ❑ Final Plat ❑ Rezoning/PAD Amendment ❑ Pre -Application ❑ Planned Area Development ❑ Zoning Verification ❑ Conditional Use Permit ❑ Sign Criteria ❑ Zoning Code Amendment ❑ Sign - PAD Exemption ❑ Conceptual Site Plan ❑ Master Sign Program ❑ Conceptual Public Art ❑ Communication Facility — Tier 1 and 2 Minor ❑. Conceptual Architecture ❑ Communication Facility — Major ❑ Final Site Plan ❑ Revised Development Plan ❑ Conceptual Landscape Plan Other 6 57-Q Vt E-= -17 'i` b Rr I'r r _ Subject Property Information: -15 — ptT146601 PC Address: Parcel/Tax Code:t Subdivision / Commercial Center Name: L,Q C rt 0 A 0 �4- f) k i_ PV-1 A e-, i; 2 Book I Page or Sequence Number: Lot Number(s) Legal Description: L- A CA ►s t, ",> 1 s I - 3 Section/Township/Range: Area of Property: Existing Land Use: ► IN & t..., _ F A-fYl l L_ �LA ;Z Proposed Land Use: S A t'1'I Z Applicant Information: * If more than one, attach list Applicant*: Name: 1A I K F _ to V.i�yCi1 Firm: Tki 1 t r1 T IA b >M f'r—t. Address: �', S t E Sti (+ a) -C r , tz STl= 20 pity: - 14 r 6 ►N State: -IL2. zip: �7 ' 1 Telephone: Fax: Email: rA I Kn 210C is-14 ki Ivy, '? S�A fy Property Owner(s) if different from Applicant*: Name: !!�_'!q ('77 t Firm: Address: Telephone: Fax: Consultant*: (Discipline) Name: Address: _ Telephone: City: Email: Firm: City: _ Fax: Email: State: Zip: State: Zip: Proiect Description/Narrative: (SEPARATE SHEET PREFERRED) _ P L_ n� tA i i I hereby certify that I have read and examined this application and know the same to be true and correct. I am the owner of the property or the Owner's authorized representative, and if not the owner, I have obtained the owner's permission to perform stated work. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The approval of this application does not presume to give authority to violate or cancel they provisions of any other federal, state or local law for which this project may be subject to. Notice: It is the applicant/owner's responsibility to ensure all private rules and regulations (such as Covenants, Conditions & Restrictions (CC&R's)) of the subdivision and/or commercial center are adhered to. Contact your Horne Owners Association or property management to determine applicable requirements. It is also the applicant's responsibility to coordinate with all outside agencies to secure their acceptance or clearance. Failur to -_so ay d ssuance of permits. See attached list of agencies. Ap icant's Sign ure Print Name Date Important Note: All submittals received after 4:00 p.m. will be processed the next day Submittals will be reiected if: • There are missing items on the checklist unless otherwise approved by Planning and Zoning Administrator or Town Engineer. • Re -submittals will not be accepted without a transmittal letter and a written response to staff comments. i 7 Project Description/Narrative Town of Oro Valley request for additional model home approval, for the Patagonia 2575 plan La Canada Ridge lots 1-33 Insight Homes is the builder of La Canada Ridge lots 1-33. We obtained approval for our three model plans (Mesa, Sedona and Tubac) at the September 8, 2015 CDRB meeting. We have designed a new model for the subdivision. The model is the Patagonia 2575 plan. This home is similar in design and compatible with our 3 approved model homes, the Mesa, Sedona and Tubac plans. It is a 2575 square foot design with 2 elevations. The design of this model is similar in character to the Mesa, Sedona and Tubac plans. The house is single story southwest design and southwest contemporary design. The overall height of the model is 18'. The exterior paint colors, optional exterior stone styles and colors and exterior doors and walls will all be identical to the colors approved for the Mesa, Sedona and Tubac plans. We are adding this model to the La Canada Ridge community to provide our buyers with an additional floor plan design. The footprint of this model also will provide an attractive alternative for use on some of the lots that are not as deep. This model will provide a larger back yard. See attached approval letters OV1500826 and OV1600024) ts4b I� i I I I _.._ _......_.� �.. �.___.. � ..__. -. ___... ....._...__m ....._......_._-_.+ 1 II �� '1 � i 1 t 1 , �` 7 I I {'. +�5 I> w tr ., r ___ __. � 9 _,�.� ___ �,___��:__.__�._.._: .�___... �,_ �.______�v .._z _.w. -- --. - _ �__ _ ____,-� �..,. _ ___..� "i e. ... _" __.— �_ . _— _ 3 i t�� __�.�.�___.__, _ ___ e w „� - x .. d s } � t �. �a l ; ,�i3 g a � �^� { ; � ! c�.. s.;, ? G � � � ,. ���^ �—�� ` � �r �, � c _,__._... .r � ,. acfE e, - ,. .r k. Ens < � �5 �BPF t'. i�1� tx;,� �Y 'P 'y"., � Ir"`qEp pd�Y t, i� �� �� � � �` ^a��...� ��sJ t _ � .. ... �^ 111 s: 9 ... >�;� . — - ? 4 P i i ._ -_.._ ...... —, — _ "{ 4 P `t ..,. r ry �-_ .: „ ,_ } dll% v tt ^i i. t jjj ? ra` � g3 1 x i � jj � Y p �? iwa NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORBUILDER TO REVIEW THE CONSTRUCTION DOCUMENTS, PLANS & SITE FOR ANY DESCREPANCIES OR OMISSIONS AND RESOLVE ANY CONFLICTS PRIOR TO CONSTRUCTION. I I Front Elevation "A" NOTES NOTES: SEE SHEET A-1 FOR GENERAL NOTES AND AREAS NOTE: PROVIDE EMERGENCY E5CAPE AND RESCUE OPENINGS PER R310.1.1 OPENING 511ALL HAVE A MIN. NET CLEAR OPENING OF 5.7 5.F. MIN. HEIGHT OF 24" AND MIN. WIDTH OF 20' KEY —NOTES: 0 STU= 5YSTEM PER 51,15MITTED CEO REPORT OVER 24 WALLS - PANTED PER BUILDERS 5PECyICAT10N5. ® 5ECTIONAL METAL GARAGE DOOR PAINTED TO MATCH STUCCO. © PAINT BODY/rRIM PER BUILDERS 5PECIFICATION5 © All WASTE UNE5 TO BE VENTED TO REAR OF HOU5E VERIFY SHEAR PANEL LOCATION5 WITH 511EAR WALL PLAN © ALL GA5 APPUANCE VENTS THRU ROOF SHALL BE VENTED TO REAR OF HOU5E ® HIGHfLOW COMBUSTION AIR VENT5 (DELETE AT TOTAL ELECTRIC 5UDDIV151ON5) ® OPTIONAL DOOR LONE COAT 5TUCCO 5Y5TEM 50ALL BE APPLIED PER IC50 REPORT5 FOR MANUFACTURER_ I145IALL DrAN51ON AND CONTROL JOINT5 PER MANUFACTURE5 5PECIFICATION5 OR PER IRC. IN5TAUATION SHALL BE PERFORMED BY MANUFACTURER CERTIFIED APPLICATOR BACKING MATERIAL 5hALL BE A5 APPROVED BY MANUFACTURER AND LOCAL GOVERNING COOE5 5M-KOTE STUCCO SYSTEM (IC60, ER-5144) OR EQUAL FOAM IN5ULATION TO COMPLY WITH IRC 5ECTION R31 B 2. ALL WAIDCYE 5HALL CONFORM TO IRC SECTION R303 AND R300. 3. ROOF VEUPIATION 5HALL BE PROVIDED PER IRC 5ECTION R506,5 UNVENTED ATTIC 4, BUILT UP ROOF 5Y5TEM OVER FELT ER AL1NF. RED. IRC SEC. RSG5.9 5. MI.510N TYPE CONCRETE ROOF PIE OVER FELT PER MANF. RED. IRC 5EC. R905.3 6. PACTORY-BUILT FIREPLACES AND FIREPLACE CHIMNEYS SHALL COMPLYWRH IRC 5ECTION5 R1005. RI D06 AND R1004. I II I Rear Elevation "A" 23, Left Side Elevation "A" NOTE: VERIFY ALL PARAPET hEIGHT5 WITH ACTUAL TRU55 DRAWINGS AND MAKE ANY FRAMING ADJU5TMENT5 PRIOR TO CON5TRUCTION. R7C3.6.2.1 Keep weeds. A mmPun, 0.019,nch (0,5 ,nn) (No. 26 gA—d sheet gager, mrroswn re 5— Peep screed or Pb5t4 Peep weep, ,th a rtammuh vertical attzhment Ilanae of 3112 Inches (39 —) s01 be P—ded A, below the fo—I— PUte tine oe ealmor etW PA[ m r[rdanm vth ASTM C 926. The Peep weed s,Wl be px d a mmmum. d 1 in�es (102 mm) above the orth o, 2 nches 151 mmj above Paid area and 441 be of a type trot MI allow trapped Pater to d— to the Mery of the 1,0*9 The PWM-,ev.NaR b—, shall IW k attachment hn9e. T. Mena bth sW Pew rN t-te en the &.!N A huge of Lhe weep'-r ' ni Insight Homes i.C. AM L'1% SwlAtn Hmt+4s Sirtcs 1980 3561 E. Sunrise Dr. Ste. 201 Tucson, Az 85718 520-577-6688 ROC #165978 Structural Engineering Consultant : Alvand Consulting Engineers, Inc. 7020 E. Broadway Blvd. Ste. 110 Tucson, Az 85710 520-546-2473 DRAFTING BY: CA'�O CAD UNLIMITED, INC. 520-293-3330 TUCSON, ARZCNA 2575 Plan Elevation A Date: July 2017 Drawn by Cha<Raad by A-3 scale 1v4• = V-0• NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORBUILDER TO REVIEW THE CONSTRUCTION DOCUMENTS, PLANS 8 SITE FOR ANY DESCREPANCIES OR OMISSIONS AND RESOLVE ANY CONFLICTS PRIOR TO CONSTRUCTION. O O II II �I Ij jl Ij 1 II PROVIDE Y+fFP SCX:ED. M. OPT. GARAGE SERVILE DOOR Front Elevation "B" 0 Right Side Elevation "B" NOTES NOTES: SEE SHEET A-1 FOR GENERAL NOTES AND AREAS NOTE: PROVIDE EMERGENCY E5CAPE AND RE5CUE OPENING5 PER 3 10.1.1 OPENING 5HALL HAVE A MIN. NET CLEAR OPENING OF 5.7 5 P. MIN. HEIGHT OF 24' AND MIN. WIDTH OF 20' KEY -NOTES: (D STUCCO SYSTEM PER SUBMITTED co REPORT OVER 24 O'AL5 -PANTED PER BUI10ER5 51101. ® 5ECTIONAL METAL GARAGE DOOR PAINTED TO MATCH STUCCO. © PAINT BCOYTTRIM PER 5UI1-DER5 5PECIFICATION5 © ALL WA5TE LINES TO BE VENTED TO REAR OF PIOU5E VERIFY 5HEAR PANEL LOCATION5 WITH SHEAR WALL PLAN © ALL GAS APPLIANCE VENT5 THRL ROOF SHALL BE VENTED TO REAR OF HOUSE 0 HIGHrLOW COMBUSTION AIR VENT5 (DELETE AT TOTAL ELECTRIC 5UBDIVI51ON5) 0 OPTIONAL DOOR I. ONE COAT 5TUCCO 5Y5TEM 5HA11 BE APFUED PER IC50 PEFCRT5 FOR MAIIUfACTUKER IN5TAJL EYPAN51011 AND CONTROL JOINTS PER MANUfACNRE55PECIFICATICN5 OR PER IRC. MSTAWSION 5HALL BE FTPF MED BY MANUFACTURER CEI IHED APPLICATOR BACKING MATERIAL 5HALL BE A5 A'PROVED BY MANUFACTURER AND LOCAL GOVEII CODF5 5AN-KOTE STUCCO SY5TEM (ICBO, ER 5144) OR EQUAL FOAM IN5UTATICN TO COMPLY WITH IRC 5ECTION R31 B 2. All WINDCW5 $HALL CONFORM TO RC 5ECTICN II AND R335. 3. ROOF VENTILATION 5HALL BE PROVIDED PER IRC SECTION R509.5 UNVENTED ATTIC 4. BUILT UP ROOF 515TEM OVER FELT ER MANF. REQ, IKC 5EC. K305.9 5, M15516N TYPE CONCRETE ROOF TILL OVER FELT PER MANF. RfQ. IRC 5EC. R905.3 G. FACTGRY-BUILT FIREPLACE$ AND FIREPLACE CHIMNEYS SHALL COMPLY WTH IKC 5ECTION5 RI005, RI GOG AND R1004. Rear Elevation "B" Left Side Elevation "B" NOTE: VERIFY ALL PARAPET HEIGHT5 WITH ACTUAL TRU55 DRAWING5 AND MAKE ANY FRAMING ADJUSTMENTS PRIOR TO CON5TRUCTION. K70.G 2.I Weep e—e9s. A mmnun 0.019. h 10.5 mml INo. 2= 96—ed snett q�gel, carasan, esnhnt+eep weed a pin4c new screed, w[h , mimmm, vdnc�l �tt�chment Rmge of 3112 mfiee W -) 0,11 be p,o d rt a bebw the faMwan plate Iee m ,A—stud.11,n rsxdwt mth A5TM C 92G. The ✓pep w Js 1 be pUced a mnnMnd 4nches(102-1 was Ge erN or 2 ncnes (S I nxn) wom praed xea wN sluY be d a type tM nl crew rapped weer W trm W the .coat d W hoM +The P,,Md eseW bm 'd Up the at—ff.t Rmge. The o'enor wh Sh h caa And term✓ " an trc maclmem fWv d the weep arced. Z Q J Lc:) r— Ln N I Q J Insight Homes ine. old 8�i(dfnHaw✓as $Lots 19fi0 3561 E. Sunrise Dr. Ste. 201 Tucson, Az 85718 520-577-6688 ROC #165978 Structural Engineering Consultant: Alvand Consulting Engineers, Inc. 7020 E. Broadway Blvd. Ste. 110 Tucson, Az 85710 520-546-2473 OW71NG BY: CA'Q CAD UNLIMITED, INC. 520-293-3330 TUC50N,ARIZONA 2575 Plan Elevation B Date: July 2017 Drawn by Checked by A-4 Scala 1/4" z; V-O' NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORBUILDER TO REVIEW THE CONSTRUCTION DOCUMENTS, PLANS & SITE FOR ANY DESCREPANCIES OR OMISSIONS AND RESOLVE ANY CONFLICTS PRIOR TO CONSTRUCTION. NOTE: PROVIDE EMERGENCY E5CAPE AND RE5CUE OPENING5 PER R310.1.1 OPENING 5HALL HAVE A MIN. NET CLEAR OPENING OF 5.7 5.F. MIN. HEIGHT OF 24' AND MIN. WIDTH OF 20' Opt. 2Slde Ext. Floor Plan SEE SHEET A-2 FOR ADDITIONAL INFORMATION Opt. Key Drop SEE SHEET A-2 FOR ADDITIONAL INFORMATION Opt. 21 Slde Ext. Roof Framing SEE SHEET A-5 FOR ADDITIONAL INFORMATION t2MWO 2A1JTH2 R r Opt. Walk -In Shower In Bath 2 SEE SHEET A-2 FOR ADDITIONAL INFORMATION NOTES: SEE SHEET A-1 FOR GENERAL NOTES AND AREAS SHEAR WALL SCHEDULE OOI SNDA fNfl NAANG 1170AAB.l11 ftATENWW al 50C CA I M IMED 5FACM 4 10 ,M,150M C/14 70.G 70.E 4a IL 6b1 11 IR'LYP. a:,W W d COG?0t, 4a 12 am ! IIPLN.BOAFOa1RTN wee 4'O.F 4'O.C. 48 12 as <a> Ww..• C06C14ER 70.C.7'- 4a 12 aw. .sv.. °p,,RD C0.6lAR VO.F 4.OF 40 12 as 5g. plry,� IW.AW 16.W co ad PO.C. I?0.0 4a a ILM 57 rtYAOWIN.A01 - 0],eA, BO.G 170.E 92 L Id) ° 3sl PLYAOW OLM Ma,'0.G 170. 24 4 127' 9 N& FLA= WIN � COM.aX 3'0.G 170.E 16 ! a� I. WAY WTIME IAT MLNOR WNI501YY11R'0 Fla"OU15WI2 34' MN [ACa70[D N Car 2. YAOW aANDI 3XT5 N RILTPS. 3. FORSVA OLII` LNAT N M a0N15M 0/WNL IFiE ONGWf MSPI(}NG "M IN MC TAN"4. YALNG a IQ COMMON WNL5 AT TIC MDA MR 5. YACNG Of IQ CO.NWII TW NM5 AT THE TOP NODIW CRTWL55. G. STRLILTIIRN.I PLYKW. BOLAHI. 7. NNY5L9 MUT 165am' I SB ICING a. WAY%ft- WA KAM SMXI1IRA- Of 0%5HAIt" fOR STR XTWL6 PLYWIM 110A X SAME DKKM55, WA 5S. YAAW AND B=W,. 9. YACM Of 5WP" A35 RAWNG ANCHORS 145TA AT INC TOP 15.=NG ON TKL59. N ND25. 10. PROA005W YADW or IP O.C. AT A 5" WADS AND DOME 5TM Al DIDS Of StM WHI5. 11. fRAARNG AT ATOM W PAIC fM SIRE BE 3100 NOINN&CNW AN0 W 99kU. BE 5TAAMW. W%1E--5THON/ RNAIL9 W(i0.16d STMO150,KNNLS HM WISCa 7tIRFPOED RW WYAYN. DANDMEMINTIOWNIMM FORORAL 4 UOYLPIION U5E 514150N UWYAND .N4'OA 7 WM N CON=Q 11015. NOR 51 51R57512 fOR 5TRUCIRIUL I fRAANG 400. e Y MN TN CORNR •� 5f5DA NYLCTDN FOR ALL DR ILL AW OWAY ARIOT065H& BE REWIPM. THIS DRAWING HAS BEEN PREPARED BY OTHERS, AND REVIEWED FOR STRUCTURAL COMPLIANCE WITH OUR STRUCTURAL CALCULATIONS ONLY. ALVAND CONSULTING ENGINEERS, INC. 7020 EAST BROADWAY BLVD. SUITE J110 TUCSON, ARIZONA 85710 WP la3ee 4 •• AU O '• � 1�1 EXPIRES 9/30/2019 NOTE5 ALL TRU55 TO TRU55 CONNECTIONS ARE THE 50LE RE5PONSI5IUTY Of THE TRUSS MANUFACTURER. ALL NAIUNG SHALL BE IN CONFORMANCE WITH 2O12 IRE OR APPROVED ALTERNATIVE. u.a.o ROOF SHEATHING SHALL BE 1/2' 05B OR COX PLYWOOD. PANEL INDEX 3211 G, W/ Ed COMMON NAILS AT G'O.C. AT SUPPORTED EDGES AND 12' O.C. INTERMEDIATE 5LPPORT5. OR 1-1 1/2' LONG (MIN.) I G GA. STAPLES AT 3' O.C. AT EDGES AND G' O.C. AT INTERMEDIATE SUPPORTS PROVIDE PLYWOOD CUPS ® 24- O.L. ROOF SHEATHING AT D005ED OVERHANGS AND PORCHES SHALL BE CCX PLYWOOD, OR 0515 APPROVED FOR EXPOSED AREA5. NAILED WITH Ed COMMONS AT G' O.C. SUPPORTED EDGES AND 12' O.C. INTERMEDIATE SUPPORTS OR 1.1 1/2' LONG (MIN.) I G GA STAPLES @ 3' O.C. AT EDGES AND G' O.C. AT INTERMEDIATE SUPPORTS. IF TI -II IS USED, IT SHALL MEET THE REOUIREMENL5 FOR 303 MANUFACTURING SPECIFICATIONS. MINIMUM THILXNE55,3/4' MOM OF GROOVE - 3!8'. ± 1132 INCH DEFTN OF GROOVE - 1W. ± U32 INC". GROOVE 5PADNG, 4, 6 OR L INCHES. SEE BASE FLOOR PLAN (A2) AND APPUCABLE OPTION SHEETS FOR ADDITIONAL INFORMATION NOT SHOWN HERE SEE BASE FRAMING PLAN (AS) AND APPLICABLY OPTION 5HEET5 FOR ADDITIONAL INFORMATION NOT 5HOMNG HERE. F- Q Insight Homes i.. Qj4,({I'. 1'iawL 61nG/19$0 3561 E. Sunrise Dr. Ste. 201 Tucson, Az 85718 520-577-6688 ROC #165978 Structural Engineering Consultant: Alvand Consulting Engineers, Inc. 7020 E. Broadway Blvd. Ste. 110 Tucson, Az 85710 520-546-2473 DRAFTING BY: CA` CAD UNLIMITED, INC. 520-293-3330 RODIN, ARIZONA 2575 Plan Opt. 2' Side Ext, Key Drop & Opt. Shower in Bath Data: A*2017 D- by Checked W A-11 sme 1/4• =1'-0' NOTE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORBUILDER TO REVIEW THE CONSTRUCTION DOCUMENTS, PLANS 3 SITE FOR ANY DESCREPANCIES OR OMISSIONS AND RESOLVE ANY CONFLICTS PRIOR TO CONSTRUCTION. NOTE: PROVIDE EMERGENCY E5CAPE AND RESCUE OPENINGS PER R310.1.1 OPENING 5HALL HAVE A MIN. NET CLEAR OPENING OF 5.7 5.F. MIN. HEIGHT OF 24' AND MIN, WIDTH OF 20' NOTES: SEE SHEET A-1 FOR GENERAL NOTES AND AREAS SHEAR WALL SCHEDULE IIW 51EAR P.VfI NARRIG I?OW AD.111 IENNUNG Dl EDT m 01GE r10D I 5PACK 3 OM TOP 1 Jr. DP_WARD C0501R TOL ME ID IG Dal Ire w roAPD O]OI.A rar roL 1 AD 12 Dal 11 100"OARD AKV) 0%d roL 4'o.L. Ia 12 Dal SVGW.BDW W6d TOL. TOL AD 12 Dal Y,C Gtt. WARD rOC. 1'O.C. AD II Dal 30' FLYeL17D IDIAD) CCApl co.C. 170, ID rTLYWAOOpODD IEWNIAASqM COL 170. 3 A 3y PLY0E0WO 0L IZO.0 iN..Aq YD' RWDeM�01 3OL 12-0. a I. VJAy%WTIM[ WT NIEMIORWA1501L» IltD N0IWA DOLT5M 2 34' MIK EIREDDEa N C[Mlc 2. YACAG or AWOAOR BOO N IIO®. 3. rOR WAR DESPvdgN ON ROM SW or WILL LEE OW WrM 5PACNG" N T1C TAME. 4.5PACNG Or IGd CONdON WAL9 AT THE FIOOF PLATE. 55rAONG Or IN CO AO ME NAL5 AT THE T(f 010044 OR Taw. G. 5MXTLNL I RYAOW, amm 7. MAYMITIUE/D 50PWSv 15I La, D. WYSU65TINR AA RATED 5TRUCft. USE 05D 511FATHNG FM 5TRl.'LT AI rLwN)OD. rRAA0E 5AAE 7NOAE55. NA. =5`A Am MOD". 9.5PACR40f r50N A35 AWNG AID'ORS KSTAIID AT TIE 7W 6.00 GOR TRIM. N INOVS. 10. PROVIDE 5TID SPACWG OF 1004. AT AL.5fYAA WA15 AND MIME 5n= AT 00 OR WA WA19. 11. MAMNG AT AOIMNG PAAEL EW 5HA1 M 3 MAM NOMW OK WIDER AND WNL5 St W L DE 5TAGGfP.EO. A -SHIER VIALS N730-16d 5NK01 VIALS �5 W#�2THR.FA7FORCD Y47 WL MEDMEM II(O CON=V# 9 MDR1IL 1 EPORYOPIDM 115E SIMR".ION Vm AND mv.9' (D" N CONOEETE) NCIE. NOTE 5U 5tW 5D2 FOR 5T?LC R K 4 RMAING JIM. Y WN. FRCM COW • SPENL WL5PEC"I%ALL DRILL AND WXAPPUCATM 51W1 DE RMORED. THIS DRAWING HAS BEEN PREPARED BY OTHERS, AND RENEWED FOR STRUCTURAL COMPLIANCE WITH OUR STRUCTURAL CALCULATIONS ONLY. ALVAND CONSULTING ENGINEERS, INC. 7020 EAST BROADWAY BLVD. SUITE 110 TUCSON, ARIZONA 85710 i'4� 7D3M O!_ K IEttAF[ , NAae� EXPIRES 9/30/2019 ZF 0 Insight Homes ine. I I ft BAdiW' }(e„Aef SiASca 1990 3561 E. Sunrise Dr. Ste. 201 Tucson, Az 85718 520-577-6688 ROC #165978 Structural Engineering Consultant: Alvand Consulting Engineers, Inc. 7020 E. Broadway Blvd. Ste. 110 Tucson, Az 85710 520-546-2473 DRAFTING BY: A CAD UNLIMITED, INC. 520-293-3330 TUC5DN, ARIZONA 2575 Plan Standard Floor Plan Dal.: July 2a17 Drawn by ChKk.d by A-2 Scale 114' = 1'-0• (0"b 1O