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HomeMy WebLinkAboutRES2003-00957PREPARED 9/15/03, 7:07:37 INSPECTION TICKET PAGE 1 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 9/15/03 ------------ --- ---------------------------------------------------------------- ADDRESS 4 3705 SPRINGFIELD DR SUBDIV: WESTFIELD ADDITION PH 2A CONTRACTOR MAIN STREET HOMES PHONE (979) 690-9964 OWNER MAIN STREET HOMES CS LTD PHONE PARCEL 650700-1201-0030 APPL NUMBER: 03-00000957 RESIDENTIAL, 1 UNIT DETACHED NEW ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 5/13/03 OC BLDG, FOUNDATION -SLAB TIME: 17:00 5/14/03 AP 05/13/2003 11:27 AM SSTANLEY SETBACKS PER SURVEY. SLAB GROUND AT RIGHT SIDE. B 01 7/14/03 DS BLDG, FRAMING TIME: 17:00 7/21/03 AP 07/14/2003 02:23 PM SSTANLEY B�25 01 9/15/0 BI _ BLDG, FINAL TIME: 17:00 + 09/12/2003 01:52 PM SSTANLEY -`------------- (2 �---------- ---- CONTINUED ONTO NEXT PAGE ----------- --- - - ------- Susan Stanley - Insulation Inspections Page 1 ,I From: Jane Sayers To: Long, Linda; Stanley, Susan Date: 7/23/03 9:09AM Subject: Insulation Inspections Good morning! Yesterday I did 7 Good Cents insulation inspections for Mainstreet Homes. They are: 3704, 3705, 3710, 3711, 3712, 3713 & 3717 Springfield. None of them had the wiring penetrations in the top plate of the garage sealed and two of them had round top windows that were not insulated. They have corrected theses problems as of this morning. MAY-05-2003 MON 04:3a*,PM MAIN_ STREET_ HOMES 979 690 9931 05/05/2003 15:02 97e. j5436 � CARLOMA" SURVEYVA M P. 03 PAGE 04 Z LOT 2 BLOCK 1 IELD PICA I D IN V 36t5 , P246 �10' 111,(PLATyRESTi 25' R.L.(PLAT, ORO. REST.) zip a� I �& of I LOT 3 10 6l.00K 1 i 1 roi FORM �� n r; jet! orb o� L-------- J 25' Iry I4 10' U.E.(PLAT, REST.) N 403741' IN lf6A0' �j i w N LOT 4 BLACK 1 LEGEND a PROPERTY CORNCR SPRINGFIELD DRIVE RESTRICTIONS RECORDED IN VOL. 50' RO II 5050, PAGE 42 File name: BLOCK I—LOT03.DWG 20 0 20 40 80 Feet Plot date: 04/14/03 at 15:37 Form: 05/05/03 LOT NO.: TiNIFd(3) , BLOCK No.; 1 Tho boorinq bade of this mWi y it Mg NORIHCAST We of the Prlvlouo w+rrwwyy on naorded In VoIWTie --M Popb 42, ADDITION OR SUBONISION: AMEWW PW OF WMEW AMXM 01 the OfRdd PUWId R1caId1 of 9rdlee County, sold boOHn RM 1% VOL 60001 PAGE 42 being 3 4437`41' C RECORDED IN: VOWME 5M, PAGE 42 Sold let Is not Undv the 100 year flood Plee1, 0a Wwltlfled SURum POR: MAIN S1IAFEF "OkaCo n'"Oka by Di. F1d1re1 Cmwp.ney ManeyomOnl Ag1Aey en Mlty Panty N0. 4BWICOI BI C. DObd: JWY S, 1992 STIRM ADORES$: 3M 81INNISM111 OiielE a- COLLEGE STATION caurml N142M � C... � 1, DAN?i CARL0IAAON0. A REGISTERED PROPis•,SIONAI SURVEYOR, No, 1552, 00 HEREBY CERTIFY THAT THE ABOVE SURVEY IS A TRUE AND ACCURATE RFARESENTA71011 OF AN ACTUAL ON THE ORCUNO SURVEY MADE UNDER MY SUPERvI61DN AM ?HERE ARE No [NCRoArNMEM •••• ���•�� O 1111 11.. . OR OvERIAPR UNLESS OTHERWISE SHOWN, CaRL1 11e All aen+v. an rttT tad ' and an 5/9' I/00 rode 1tt uAk1a a 1—so noted. V Ciro O3�72Tr\�J1Wia FInfeather �DRood, Ttx up t� :Jnr. PHONE: (979)775-2073 FAX; (979)775-47B7 40 3-ASrI BUILDING PERMIT CITY OF COLLEGE STATIOP 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 03-00000957 Date 4/09/03 Property Address . . . . . . 3705 SPRINGFIELD DR Property ID . . 650700-0201-0030 R # . . . . . . . . . . . . . R114099 Application description . . . RESIDENTIAL, 1 UNIT DETACHED NEW Subdivision Name . . . . . . WESTFIELD ADDITION PH 2 Property Use . . . . . . . . RESIDENTIAL Property Zoning . . . . . . . UNKNOWN Application valuation . . . . 124014 Owner Contractor ------------------------ MAIN STREET HOMES ------------------------ CS LTD MAIN STREET HOMES o MSH-CS INC RICK JENKINS PETER L DAVIS 7447 BEE CAVES RD STE 150 7447 BEE CAVE ROAD #150 AUSTIN TX 787464130 AUSTIN TX 78746 (979) 690-9964 -------------------------- Structure Information ------------------------- Construction Type . . . . . COMBUSTIBLE (UNPROTECTED) Occupancy Type . . . . . . RESIDENTIAL-SFR/DUPLEX Other struct info . . . . . EXTERIOR WALL TYPE BRICK IMPACT/PRORATA FEES PAID NA FOUNDATION TYPE SLAB NUMBER OF GARAGE BAYS 2.00 TYPE OF GARAGE (ATT/DET) ATT HEATED AREA 1879.00 INTERIOR WALL TYPE SHEETROCK NUMBER OF BATHROOMS 2.50 NUMBER OF BEDROOMS 4.00 SEWER TYPE PUBLIC ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc LL/JOHN Permit Fee 535.00 Plan Check Fee .00 Issue Date 4/09/03 Valuation . . . . 124014 Expiration Date 10/06/03 Qty Unit Charge Per Extension BASE FEE 460.00 25.00 3.0000 THOU BLDG, VAL 100001-500000 75.00 ---------------------------------------------------------------------------- Special Notes and Comments PROVIDE ATTIC ACCESS WITHIN 20 FEET OF MECHANICAL EQUIPMENT PROVIDE COMBUSTION AIR FOR GAS FIRED APPLIANCES PER CHAPTER 17, 2000 INTERNATIONAL RESIDENTIAL CODE ELECTRICAL SHALL BE INSTALLED PER 199 NEC & LOCAL AMENDMENTS BUILDING DEPT R VE: APPLICANT: �4 • BUILDING PERMIT CITY OF COLLEGE STATIO: 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Page 2 Application Number . . . . . 03-00000957 Date 4/09/03 ---------------------------------------------------------------------------- Special Notes and Comments ALL FRAMING SHALL COMPLY WITH 2O00 INTERNATIONAL RESIDENTIAL CODE REQUIRED EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE/EFFORT POST PERMIT CARD ON JOB SITE STAIRS SHALL COMPLY WITH SECTION R-314 (2000 IRC) OR SECTION 1003.3.3 (2000 IBC) AS APPROPRIATE PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. TEMPERED GLASS REQUIRED WITHIN 24" OF DOORS Provide energy information (on back of B P application) ---------------------------------------------------------------------------- Other Fees . . . . . . . SEWER TAP 4" CITY INSTALL 350.00 WATER TAP 3/4" CITY INSTL 400.00 Fee summary Charged Paid Credited Due ----------------- ---------------------------------------- Permit Fee Total 535.00 535.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 750.00 750.00 .00 .00 Grand Total 1285.00 1285.00 .00 .00 ------------------------------------------- BUILDING DEPT RE S N VE: APPLICANT: 4CIll' OF COLLEGE STATION REQUEST PAGE 1 REQ/JOB: WF0391101 001 PROJECT: REQUEST DATE: 4/11/PRINT 03 . CREW: PRINT TIME: 14:49:08 SCHEDULE DATES LOCATION: 3705 SPRINGFIELD DR 03 77845 COMPLETION: 4/11/03 GEN. LOC: COLLEGE STATION LOC ID: 196352REF NBR: REQ DEPT: DE -BUILDING INSPECTION PRIORITY: NORMAL REQUESTOR: MAIN STREET (690-9964) ORIGIN: CUSTOMER -WALK IN USER ID: LLONG AUTH: LLONG WORK TYPE: ROUTINE 4" SEWER / 3/4" WATER 4" SEWER / 3/4" WATER Category code CS -CUSTOMER SERVICES CSCS Task code: SET UP NEW UTILITY ACCT SET Facility ID Assigned Department: OT-CUSTOMER SERVICE Fa Ofte use 0* LICATION FOR BUILDING PER[--- DATE: CITY OF COLLEGE STATION APPLICATION#_d� 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 TEMP POLE # (979) 764-3570 (979) 764-3496 FAX WWW.CI.COLLEGESTATION.TX.US ADDRESS/LOCATION: 5AQ IrJGF ip r LOT BLOCK SUBDIVISION Westfield �Y BUSINESS/OWNER NAME: CONTRACTOR/HOMEOWNER: Main Street Homes PHONE: PHONE: (512) 327-8620 CONTRACTOR ADDRESS: 7gg7 6 E CAYe.Q 5`b S7t- ELECTRICIAN: Hillco Electric PLUMBER: CP PlumbinQ HVAC: Barkers HVAC GOOD CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF (Total/Partial) ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION SLAB ONLY DUPLEX (Landscape Plans Req) REMODEL/RENOVATION SWIMMING POOL DESCRIPTION OF WORK: Construct Single Family Residence STRUCTURE USE: HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION: $ 11 31 3 1r-K TOTAL AREA: -�Z2n7 HEATED AREA: I !Fr7 j (Cost of Labor and Materials) a PUBLIC SEWER NUMBER OF BEDROOMS: 7 SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: Z X j SEWER TAP: 4" INTERIOR WALL TYPE: Wood / Sheetrock SIZE X] WATER TAP: 3/4" EXTERIOR WALL TYPE: Wood/ Masonry SIZE OTHER TAP: FOUNDATION TYPE: Post Tension on Grade SIZE TEMP POLE ROOF TYPE: Asphalt Shingles GARAGE TYPE: SINGLE a DOUBLE ® TRIPLE a ATTACHED ® DETACHED L__j CARPORT a SIGNATURE OF APPLICANT: Official Use Only Comments: YES or NO Plans Examiner Zoning Official Energy Code Compliance Information % Glazing of exterior walls Insulation R value of exterior walls 5 Insulation R value of ceiling 1 (flat areas) ff 3o Insulation R value of ceiling 2 (vaulted areas/no attic) Glazing SHGC 6FY Less Glazing U-Factor R value of ductwork A/C SEER rating Energy Code Compliance Information % Glazing of exterior walls 1E,� Insulation R value of exterior walls is - Insulation R value of ceiling 1 (flat areas) .3 0 Insulation R value of ceiling 2 (vaulted areas/no attic) Z_ Glazing SHGC , 3 CP Glazing U-Factor I (o y R value of ductwork _ A/C SEER rating _ I ),_ ■ F o& APP ATION FOR BUILDING PERMIT DATE: CITY OF COLLEGE STATION APPLICATION # E3 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 TEMP POLE N (979) 764-3570 (979) 764-3496 FAX W W W.CI.COLLEG E-STATION.TX. US ADDRESS/LOCATION: 3 70 5- S PR I, -Z F/(f�e-L> LOT -2)- BLOCK SUBDIVISION Westfield BUSINESS/OWNER NAME: I PHONE: CONTRACTOR/HOMEOWNER: Main Street Homes PHONE: (512) 327-8620 CONTRACTOR ADDRESS: ELECTRICIAN: Hillco Electric PLUMBER: CP Plumbing HVAC: Barkers HVAC G004 CENTS (Residential only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF (Total/Partial) ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION SLAB ONLY DUPLEX (Landscape Plans Req) REMODEL/RENOVATION SWIMMING POOL DESCRIPTION OF WORK: Construct Single Family Residence STRUCTURE USE: HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAS) PROJECT REGISTRATION# EABPRJ VALUATION: $ TOTAL AREA: HEATED AREA. - (Cost of Labor and Materials) PUBLIC SEWER NUMBER OF BEDROOMS: SEPTIC/TREATMENT SYSTEM NUMBER OF BATHROOMS: X] SEWER TAP: 4" INTERIOR WALL TYPE: Wood / Sheetrock X❑ WATER TAP: 3 / 4" " EXTERIOR WALL TYPE: SIZE OTHER TAP: FOUNDATION TYPE: SIZE TEMP POLE ROOF TYPE: GARAGE TYPE: SINGLE F7 DOUBLE ® TRIPLE ATTACHED ® DETACHED a CARPORT SIGNATURE OF APPLICANT: Wood/ Masonry Post Tension on Grade Asphalt Shingles a a 00000000000000000000000000000000000000000000000000000000000000 Official Use Only Comments: YES or NO Plans Examiner Zoning Official PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX PLAN REVIEW/PERMIT NUMBER# 7 �S DATE: / - J G LC BUILDING ADDRESS: 104 5,?Ly��4"ldcf If I. Foundation Requirements N A. Concrete minimum f'c of 3000 PSI B. Minimum four 4 inch slab thickness C. Vapor barrier 1. 6 mil poly D. Slab/beam or pier layout shown 1. Footings/beams are continuous over the length and width of foundation 2. Dimensions 3. Footings 30" exterior, 24" interior unless over 60' Ion 4. Spacing of beams does not exceed 15' E. Reinforcement details to meet minimum requirements 1. Slab reinforcement 2. Exterior beam reinforcement 3. Interior beam reinforcement 4. Masonry fireplace foundation reinforcement F. Wood foundation details indicated II. Framing: Floor, Wall, Ceiling and Roof Requirements NA/OK A. Girder or sill dimensions, grade & species B. Floor joist size, spacing, grade & direction of span indicted on plans C. Treated sill plate or bottom plate D. Tenant separation in duplex 1. One -hour rated extending to roof deck E. Header sizes indicated on plans F. Emergency bedroom egress 1. Exit direct to outside 2. O enable window a. Twenty 20 inch clear width by twenty-four 24 inch clear height b. Maximum sill height of forty-four 44 inches above finished floor G. O enable bathroom window required when mechanical ventilation is not provided H. Stud grade andspacing I. Exterior wall details 1. Exterior wall covering indicated on plans 2. Sheathing indicated on plans 3. Moisture barrier indicated on plans J. Roof framing Ian or elevation shown K. Ceiling joist size, spacing, grade and direction of span indicated on plans L. Attic access location and size indicated on plans PLAN REVIEW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX II. Framing: Floor, Wall, Ceiling and Roof Requirements continued NA/OK M. Span exceeding code tables must be engineered N. Rafter size, spacing, grade, roof slope & bracing (if required to reduce span) indicated on plans O. Roof covering 1. Roof decking indicated on plans 2. Moisture barrier indicated on plans P. All girders & beams for support of floors, walls, ceiling & roofs must have the size, grade & location indicated on plans Q. Tempered Glass required in all hazardous locations R. Overhangs not allowed on zero lot line construction S. Protected openings on walls < three feet from property line III. Stairway Requirements N O A. Stairway Details 1. Maximum riser height 7-3/4 inches 2. Minimum tread width 10 inches 3. Stairway risers are uniform 4. Stairway width not less than 36 inches 5. Stairway headroom not less that six ft. eight 6-8 B. Winder details 1. Treads a minimum of six 6 inches on narrow edge 2. Treads a minimum often (10) inches at a distance of twelve (12) inches from the narrow edge C. Spiral stairway details 1. Riser height less than nine and one-half 9-1/2 inches 2. Treads a minimum of seven and one-half (7-1/2) inches at a distance of twelve (12) inches from the narrow edge 3. Stairway width not less than twenty-six inches 4. Headroom required not less than six ft six 6-6 inches 5. All treads must be identical D. Guards/handrail details 1. Guards required when a porch, deck, balcony or landing is thirty (30) inches above grade or finished floor 2. Handrails are required on stairways located two or more risers above floor/grade 3. Handrails must be thirty-four to thirty-eight (34-38) inches when measured from the leading edge of the tread 4. Handrails must not project more than four & one-half (4-1/2) inches into width of a stairway 5. Guards must be a minimum of thirty-six 36 inches above finished floor 6. Guards & handrails along open-side(s) of stairway must have intermediate railing or uprights that prevent the passage of a four 4 inch sphere IV. Fireplace Requirements to be indicated onplans) NA/OK A. Hearth extensions 1. Fireplace opening < 6 s , ft, extensions: 8" & 16" forward 2. Fireplace opening > 6 s . ft. extensions: 12" side & 20" forward B. Masonry fireplace requires 2" clearance from all combustible materials PLAN REVIL-.. ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX C. Chimneys must extend at least three (3) feet higher than the highest point where it projects through the roof of a building & at least two (2) feet higher than any portion of the building within ten 10 feet horizontal V. Electrical Service Requirements NA/OK A. Electrical plan to include: 1. Electrical fixtures & switches indicated 2. Smoke detector locations indicated as required 3. GFI circuits indicated where required 4. Arc fault protection for bedroom circuits 5. Panel location VI. Plumbing Requirements NA/OK A. Pressure reducing valve required when water pressure exceeds 80 psi B. Plumbing access to bathtubs C. Means for thermal expansion provided when required D. Water heaters elevated 18" when installed in the garage or room directly off garage VII. Mechanical Requirements NA/OK A. All mechanical ventilation's in bathrooms & range hood ventilation must be ducted to outside excludes ductless units B. Attic installed H.V.A.C. requirements: 1. Twenty-four (24) inch wide unobstructed walkway from attic access to equipment must be provided 2. Attic access located within 20 feet of equipment C. Combustion air supplied for gas appliances when required) Vill. Energy Requirements NA/OK A. Compliance software worksheet MECcheck submitted, or B. Energy data supplied Percent of glazing, insulation R-values, window U-values, etc. Zoning Ordinance Requirements — Ordinance 850 NA/OK Permitted use for district Density requirements Minimum lot size Setbacks Easements Overhangs not allowed on zero lot line construction Required parking Street Ordinance Requirements NA/OK Maximum drive width for residence is 28' combined for circular Minimum 30 feet from driveway to side(intersecting) street Driveway access to lesser street for corner lots PLAN REVItW ONE and TWO FAMILY OCCUPANCY REQUIREMENTS CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TEXAS 77840 (979) 764-3570; (979) 764-3496 FAX Subdivision Regulations — Ordinance 690 Approved subdivision Plat filed Flood lain Regulations — Ordinance 1301 N O Does not block any water course or divert any flow Elevation certificate needed Comments: ZONING OFFICIAL DATE PLANS EXAMINER DATE _ _ 5 48°04'42TEr 1 10' P.U.E. I 1 r- Ila m 1 1 in 1 PI I I I I F---+--...... 5_B.L.------.---1 I I I I I I I I I I I � I I I 1 I i I 1 I I I ( SLP i i 5LP 1 1� ( I OFin 01in �IZ i I 1 I I I I i I I I I I i F 25'3.L�_ 31 WALK I I 1 I m ----+-- �-I rn ------ ----- 10' P.U.E. I -------------------- I m I I I APPROACH TO 5 48°0442"E —Clrr coDE TABLE OF CONTENTS 5P-1.1 SITE PLAN A-1.1 FIRST FLOOR PLAN A-1.2 SECOND FLOOR PLAN A-2.1 EXTERIOR ELEVAT10N5 A-2.2 EXTERIOR ELEVATIONS A-3.1 INTERIOR ELEVATIONS M-1.1 FIRST FLOOR MEP PLAN M-1.2 SECOND FLOOR MEP PLAN 5-1.5 ROOF FRAMING PLAN 5-2.1 FOUNDATION 5-2.2 FOUNDATION DETAILS 3705 5PRINGFIELD DRIVE FFEa LOCArCHOF C , NE 51TE FLAN 5C 5T`5TDk4 SHu, BE ON LOT BY BLCR 5r ALE: V = 10'-0" ^LAN• 19aTCL NOTE: A33TORM SEVER NLET PER PLAT C:; I Ft © 2002 MAN STREET HOMES m �a�ERAL SITE NOTES: STREr ET .OR ORIENTATON G� CVELLNb DRNE"AY 2. 5rE VaALK VtTM SUPFjZNTFNnm MST OGGUR BEPGRE 5ETT N6 FORM5. 3. KEEP DRNEIYA" .yrnv FROM ELEC PEC15TAL 4. FORM MAST BE SET CF 12'OFROM 5 1.5.B. rP) NOTE: ALL CP4 GNS AND LOCATION OF HOUSE ON LOT 5 APPRO—ENT AND SHO.LD BE IER ED AT JOB SITE PRIOR -O GONSTRUC'ION. -OGAr1 OF 5TORM 5EV4ER, �NA6r. EA5EMENT5, P UE., AND 9UILCIN6 SETBAGCS 5HOI.LC BE v FIEC AT SOB 9 TE PRIOR To cowl -Po. Tiom. NOTE: FINISH FLOOR ELEVATION MAY VARY, TO OBTAIN A MAX. 14% GRADE FOR IDRIVIEWAY SLOPE. NOTE: EXPANSION JOINT'S m 10'-0" O.G. FROM GARAGE TO APPROACH, WITH CENTER- LINE JOINT. (TYPICAL) MASONRY CALCULATION TOTAL WALL SURFACE: xxxx B.f. MA50NRY WALL SURFACE: xxxx 5.f. PERCENTAGE MASONRY: xxxx % LEGAL DESCRIPTION LOT: o9 BLOCK: 1 SECTION: re-.TFIELv - 2 AP L 0 Q Q W oIo IL V BUYER -OPTIONS / UPGRADES MA50NRY 25% ❑ MASONRY 50%(CORNER LOT) ❑ MASONRY 75% ❑ MASONRY 100% ❑ 36" GARDEN -TUB / W SER51-10WER ❑ 36" x 60" GARDEN TUB BAY Y41NDOYX ❑ OPEN STUDY ❑ GLOSED STUDY d BEDROOM 2 4 BEDROOM ❑ LOFT ❑ YIATER SOFTNER LOOP BOOTZ TUB ( 2) ❑ 1CX15' PATIO ❑ ❑ FIREPLACE ❑ ELEVATION " A " ❑ ELEVATION " S " ELEVATION " G " ❑ GARAGE " RIGHT " GARAGE " LEFT" 13-11, U) CA Z J z < r— Q iL , o-eun ay: L.L. cnecRee E": F.F. o,Rc 5/51/03 5TE PIN FIRST FLOOR FLAN A:. OH@51CM ARE i>•E SALE RLJLLEH..tY OP TFE ARowTEGT. PO✓CVt3:, 11-E 51— oGTCR Sm AL_ pE RESPOnLPOCE FOr¢'v IE invs :TE TaaEXrSICHS PRIOR TO :*E sT.ftr of cpsTFa.crcn ono sR..�� IvoiFr TfE ARc ',TEcr of .w. vrs(,r:Fr,r,cEs. .�r got p aoco MAfv sTR�R xDM� OPTIONAL STUDY SCALE : 1/4' = 1'-0" 4 75/RICHE 'P 4 5/R m NICHE @ OPTIONAL STUDY SCALE: 1/4' = 1' O' Q 4 DfNING W/ L 1 r 5/R fi HALF YNALL @ LIVING SCALE: 1/4'= 1'O" W 1- Q ~ Q Q ul V k1 LOWER FLOOR 8465.F 8545.E H6Lr.F UP�R PCOOR 10 35.F 10335.F 10455.F TOTAL HEATED 1 .8745.E 185-7S.F 19055.E GARAGE 3555.F 3655.F 3735.E GQ`/ERED PORC 555.E SSS.F SSS.F TOTAL COV 2290c.F 2 S.F 23 35.E PATIO I bCS, F1 WS.F aOS.F C.A.B.O. VERIFICATION NOTES: me vlam v-armed ne-eo may rot -exec! ai atteh for :ne compliance :C 04 one artl'u.0 fatly A.el� fl Code. rne-efo•e, : e s�bcon:-actor a requo-ea A make rice .e-Incat�on �o :he ronoalrg p or«i>lom.'n :ne event a,y v� aromaan or mxerlsi >nkrpnac In ronrl�.t u,w M ldbuleg code-ea+o-mrne roan Icne sbco�c-actor �> nc-eby Iola-reb'e STOP u.o-k �m II'hG plan o- rate-bl snlpment a co e_eea aJ ae anae-. - SVF.R`cArcr. n�EJ¢sle : —a at km[ ere ooer.ble om rinnn fioo- wrn a clex openlrq ooseT Cq�re fee: ntt clear hNyM1[ If�- < am a net c1<r wah of ]o.. e aX Spero Or _PST?¢AFTEft SiIE SPAGRG --T 3. =��eviace n„ � be z arob re /oor> wrwn 'o. ai WI'm b-aeleq am-ai:er> snaX be cbnsc-x:ee h MCUeIf arc e wltn n bPA or sornem Plne I.mx.,,r sys� S. All LempC-eb yla,> wirNaun n be hung uenm ]a d Cx.e. Ibr dw^.. EJEGTR'GAn5 v01 `CaTGN. ovlde weatFe-p'bol SFG 'eceptxle'� f-oar a'N ] Any —,arc > ed -1heIn bmnroom>, yarayn, b _ wI[hln kl:cnen 9 P e deb 7—l0 at a, acle fo/ p-, thlo I, rm. o.ae-ecep•.xle a! any m+near pa» to-o.,yn a- ce bar>- S�P-ovlde smoke dttecter> uithM esn >leepiny -ova• and ul!M1ln clos<p'Cxlrrty :o �Iryay> 6. Prbvlde -ec q�c MNu�nyn of 'Y Cn carer fo^�reerpr uex a ecepcaclG>� c a rwmxn of a' on caste• rat k�rtM1en r4.xrm- P�_LM3Fl¢S vER�GAipN M lea>[ ] eMcib^ M>e bb> !f•om_ arN -Car >nall be I provlOW FRAMIN6 NOTES .Ear'•Eti5 :..¢.GE ^Ya-EtiF¢?. �'O Ex'5eon M:1 fix_ ar/ti= ].;4a'av 3C'Q"S iFFY_KE-E+.^E¢ 'p aY .BG /E `xsx R¢ Jn85 a aY ♦voil�Cr nA=iF1'•'Ar /V'lL"a O'F¢Y_.RCJt NY+;GM¢ - xC¢ TVT a'cI5 Jr nIP ¢.:ofE cI:- •� i RASEIe `O¢—'v5E¢'d+. S �h' E`G✓- P¢0+6_ vG5' SiCJ `"" Ar .� ExIK.]a _ �PmW,Y axc1FL<.¢K`G`Jl-+iE T.-. 6'd `Nc FM 4 a c-) R+iE .r ihS i vc�-px � "'h GFAL `rEtT! xEU-c n:AeE .1 C'O nMO.'v5. b ': IC uOnET ?lGGk Ys 'aGYpE l ',.E-.A,.E•4 B'.lXr.:. Avv�.*' za".Ec�" v FL¢ a .rt:tn ua+e Lcu•axs rw� c. �sEis R.E.G.D. CERTIFICATION NOTE: CERTIFY. TO T-E 5E5T OF MY I NOV`Y_EDGE AND 3ELIEF, T-AT T-ESE OOC:MENT5 CONFORM TO T-E CA30 3JILDING CODE FOR ONE AND TV 0 FAMILY Dvx'F.LLIVG5 T-E NATIONAL ELECTRIC CODE FOR CIE AID T N0 FAMILY DWELLIN65, AND Fm-A T-EFI PERFCRMANCE CO15TRJCTION STANDARDS CESISNATED AS T-E DEVELOPMENTAL STANDARDS FOR TI-E PROJECT. I FJRTIER JNDERSTANCERTIFICATION AID T.AT FALSE CERAID FAILJRE TO COMPLY MAY RE'a)LT IN 5,1,PE451CI OR DES —ENT FROM PARTICIPATrvG IN FJTJRE uOJERNMENT FROSRAMS.' Desianer- VA CERTIFICATION NOTE: I ce rt,Fy that the Construction exhidits for (Address) _(Plana) _/_ (lot/block) (Suod HlskxU meet all kcal cede re4wr cots end are m suosterlti. OnFor-t4 With VA Minimum Property Retlulre—.. nGluding the energy (A rvation standard of the 1-2 council of American Bu�ideng offtials .Model Energy Code and the re , ement for lead-free ater piping. NOTES Au P—TE HBGRTS ARE a'-' Iv.nV..M HEAVERS TO OE 6'-S inq BLCXX F --- c— n AL. BEVROOHS. I—, IAA Lv, ARD BREAI¢FAST S-T" .-- PEft — N� REVISED DATE GOtIWENT 3/ 7/01 GH. ORDER5 3/20/01 CH. ORDERS 9/13/01 CH. ORDER5 0/04/01 OH. ORDERS 9/30/02 GH. ORDER5 p.a„l oy, Ill 2/98 cnmkm ey. CF5 CFS =ns* F_ocw aw. P m m 2'-0.. 1 7-4" 2.-4.. 3'-8.. 6-4.. 3-4.. 3._2.. iol� PT. BAY BELOYV \ c LINe >S Fi - - y \ 4CN= J /11 L <Z I — — — — — — — — — � ry I MSTR SUITE STf BTH , � SLG�� GLG. FAN H-L!'_ i G_Lb. 9 Y I i �\\ � L� LINE n R 4,�� �iII I I.. I 4'...- �• LINEN 'n��iGv+Er 5- SFLJS. pl — 'R 1c tbAFF LOP 8 GLG. UNDER I+ AG GLD. V+DR. vNUN{7 ti0 I o �' I EDROOM 2 ^ / GLG. 12 r'ALF Yt4 'b' GA- .,, WI 2< K 1 CGNGLD 3EAN A52=CLa=L p Lira 36 rG iil i 4 — ------- �I IG I Fl RN a i U �.�. 5._�Q. v .-0. � 6" 3. �✓ 3._8. l._4• .. I 4._8z O Bi-FOLD --- BAT R ,5 - I BEDROOM 1 d I u 3 ---+ f7AME/OPT. BDR 4 L= -o 6 a: -'� C LY �� WIG �.•..�� 'V3 rv.'SrLY'ER I I I 1 I I ULI 1 I I 10 >D F60L 'JO rVJO to F60L Sr0./10 k F6 R 011 A l PROSE 11/�" I I I I n II 6-2" 6'-2' 1'-0.. 17-4" 20._8.1 33'O" 2'-0" 5EGOND FLOOR FLAN 1/4" = 1'-C" oRs arse rr"e w.= R�ra.s o_.r o= rrE osa< r zr .a�vex r.e ccNnaAcroR z .L_ of R�PONsn�e =ca vFn =. Ns - c.+a.s ays vrxcx ro rNF srAar � ;,,�.�srw,crc ...we sw._ _ r,or.=- rre A- rE•cr o= .n- cex,Re u,ces. ✓f-lN, � O A REV ISEO DATE I COMMENT c+,ec.ea ey: GFS o:�- 9/17198 SSGNo =_oGa Rµ A-1.2 12 b 10 -O" 1--- SPARK ARRESTOR S RAIN GAP AS RECI D 12 �-- tx12 GAP 6 N ix4'S LAP SIDING 12 6 6:12 ROOF AS SPEC. SAD OU T.O.P. LAP SIDING — — _ FASCIA TO SPEC. 1x6 MASONITE FASCIA BOARD 1X4 TRIM 2/2x4 SUB -FASCIA W/ 1x2 v DRIP STRIP 5EAL SOFFITS 1X4 TRIM R W/8x16 SOFFIT FBSIR d ® LAF SIDING VENTS at: -0'* O.G. TYPICAL 14"x59" SHUTTER PROJECT 1 1/2" ix4 WOOD TRIM (TYP) i0 J@Ci1 b� �6 F.F.�`ry .,Y ----------- LAP SIDING T.O.P. T.O.P. RAFIER FASCIA TO SPED - ------------------------------ 7-1" j.._. . GOUR5E PROJ.3/4" g IL of ® IL L 16"x1b" BRICK COLUMN .- ROWLOCK ei Q BRICK AS SPEC F.F. F.F. ^ FRONT ELEVATION ^ LEI=T SIDE ELEVATION SCALE: 1/e'=1'4' + 5crva.e vRuffD � a 0 yr - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - �+a •er+1�l+� a ^RIGHT SIDE ELEV,�TION SCALE 1/0' + TO' TYP. OPTIONAL BAY WINDOW I Fr11111 1111 1111' 11, 0 ^ REAR ELEVATION ATTIC VENTILATION NOTE: "G11 ELEVATION 341 50. IN. FREE ATTIC AREA. PROVIDE A MINIMUM OF 111 5O. IN. THRU SCALE: 1/4" = 1'-O" 2 - 12" AIR HAWK5 Au Da+exa+s ane 1Ne sole REsrnns®ur of TFE M�r�.rtEcr. �.p-c"a, n.E VENT(S). THE REMAINING VENTILATION THRU ta1iRnGTdt ^JII�� BE RESPOl6igt.E Fpt VFRiF^Nb TFE DMBISKxa9 Pn�LR TO Tt•E SCREENED OPENINGS ® EAVES OR CORNICE. 9iART OR CONSTRtCTQ1, nND SXAL� NOTE' THE ARGY? TO MIT DESCREPMaLF9. XJ D av DY: c+�aaea W: GFS FS D:� v12/9a E! �vnrcr+ 4 �V NO FURR Dom 4 �0 OPEN TO DINING 1 (V TOP s SPLASH AS SPECIFIED 42"H SERVING BAR c0 _I dJ O I n UTILITY NO FURR DOI^IN Q ETOODUl TOP b o 5 SPEGI IED I O • REFG. �p I SPACE I \ RANGE / I I KITCHEN L 15 R5ER5 9 '1.4" 14 TREADS 9 10" 42"H 5ERVING BAR KITCHEN S/R ABOV �,. I QLITE LITEQ MANTEL AS SPEC. I M1[iROR d MIRROR lkTILE AS SPEC. O rtl Q In Q TOP SPA Q � A5 SPEC. OP 8 SPLASH AS z i N AFIRLE IE S. LAVATc OPT. B: FAMILY ^ POWDER ^ BATH 2 I V I'r PROVIDE A MINIMUM OF 12" CLEARANCE BETVIEEN THE FIREBOX AND ANY COMBUSTIBLE MATERIALS PER APPLICABLE CODE. KNEE Y'IALL 12 STRPIGEKS STAIR SECTION SCALE 1/4'•1'-0" NO FURR VC/4N TOP d SPLASH co I i I K A5 SPECIFIED 1 � 4 ° c(1 D.YN. WALL �\ KITCHEN A r� Milli ^MASTER I CABINET DETAIL nu v»s .wE n.e sow a�zrar.aax.m OF ne .w� �tEcr �cre.�a. n� GGNTRALTOR - BE RE4n�Il9BlE Fpa v9LF' n6 THE v«e sia s PROR ra TFE srwtr of conanucra., rnv tEcr aF .w� vc5c+�r�v,crs. WALL I !J 1 IN 0 1 7 7 nA 1 W v ew a CIFS cnecRee cy� CF5 o:e 9/12/9H mmxioa oern.� A-3.1 35'H ^41-L YVGL455 4BV. --I OPTIONAL GARDEN TUB $ SHOWER SCALE: 1/4.' = 1'-0" WIG I in OVAL TU LINEN OPTIONAL GARDEN TUB SCALE . 1/4' = 1'-0' v N r- — II 14 ry a i� E 1 0 _ o I dAME/OPT. BDR 4 61] GL aII ' A' ,,6 p1 G 77 II I +o so FaDL ro 5 +o 5o wDL w'JC to FSDL nRGH�G^ a: 9'-J' EApER PROJEC 11/2" OPTIONAL BEDROOM — 4 SCALE: 1/4" = 1'-0" OPTIONS DETAIL SCALE: 1/4" = 1'-0" 1 CsS NtE THE �lP RE3P0„SBUTY OF THE MC .1EGT. rCYEVErt. it•E GJHiR�LTOR $Hr�LL BE Rf5'pl90LE cpy vERiFrilKa iYE CMB6Q6 •1iCR i0 THE sr.ar of consrw.cnar..wvv swK, ror� THE �.HiEcr o= w.. ccsu+c n«oEs. N �J G FS ✓e«�a ry CFS a/1z9a JPi�Ho� DEi.,._s A-3.2 OPTIONAL BAY no-e rTAAoa eAc� $ce a voleLc an �..s axAcw rvr� DRAtE TO �]e eranT wAfxm N� o .-TAu w.s ewAcnb ee'rne ub. -roe- nAl a 5oc a RAr.Taa 7 BCARMB On Q M*C r LLb K CPAGG113 -o I , ATT I��BI Real/® MI CONCEALED SEW TO HIP DETAIL ROOF PLAN 51—ALE: 1/4" = 1'-0" AL: Dl+B�3ON5 ARE n.E 30�E RESPOnSak it OF n.E MOtiiiELT. —,THE LGNTRAGTOR SRALL m RerlOnS®LE To THE START of GpSrRUGPGN, :RD Sr-- DE9'REPANOEg. BLOCK-QfT FOR--EY sAooLE ALLCV ABLE SPANS FOR STEEL LINTELS 511PPORTIN6 MASONRY ANGLE 54ZE nO 5'—' ABv. orE STORY ABv. TYtl SroREs ABv. 3 x 3 x 1/4 6'-0" 4 x 3 x 1/4 8'i7"--- 6 x 3 1/2 x 5/16 12'-0' 81-0" l x 4 x 1/2 18'-0" 11'-0" LONG LE6 OF ANGLE IN VERTICAL POSITION TO BE LAG - BOLTED TO HEADER BEAM VV-3/8" BOLTS o 36" o.c.. (TYP) HEADER SCHEDULE FIRST FLOOR OPN G. I HEADER SIZE 2030 2-2X10's 40—up 2-2X12's SECOND FLOOR OPN G. I HEADER SIZE 2030 2-2X6'9 40 2-2X8's 50 2-2X10's 60 2-2X12's 80 2-2X12's 160 3-2X12'3 CEILING DRYW.LL GEJLMG GRADE NO.2 LNE LOAD (P.5.f.) NGs) a 20 12 9' - 10" 2 x 4 16 8'-11" 24 T - 6" 12 2x 6 I& 24 12 20' - 1" 2x8 16 1l'-5" 24 14' - 2" 12 24- 0 2x 10 16 1:2O� -9" 24 TT - 0" RAFTERS ANY 5LOPE/VRYYVALL ,'.FILING GRADE NO.2 LIVE LOAD LO a (P. CINGes) i 20 12 15' - 5" 2 x 6 16 13' - 4" 24 10' - 11" 1.2 2 x 8 16 IT - 3" 24 14' _ 1" 12 23' - 10" 2x 10 16 20'-1" 24 15' - 10" 12 2x 12 16 24'-2" 24 I5- 5" RAFTERS -16w 5LOFTNO F)4 rfV GEIL46 GRADE NO.2 511E�LIVELfO)All SPAch 20 12 10—10" 10" 2 x 4 16 9'-10" 24 8' - T' 12 1l' - O" 2x6 16 15'-2" 24 12' - 5" 12 22' - 5" 2x8 16 19'-5" 24 16'- 1" 12 2x 10 1& 23'-5" 24 1 19' - 2" D.eun dl cnec.ea By: GFS vacs 9/12/g8 Rooms PL F 7 FOUNDATION PLAN 1887 Lis% 1/8' - II t NOTE: CONDITIONS BASED ON A SOIL ANALYSIS PREPARED BY: INTEC. r A02248 DATED: 6/II/02 AND RECOGNIZED ENGINEERING PRACTICES. O.U. = 0.8 TONS/SO. FT. Em 5.8 CENTER, 2.9 EDGE Ym 3.6 CENTER, 2.7EDGE DESIGN PI = 65 GENERAL PLAN NOTES 01. CONTACT ENGINEER IF GROUNDWATER 15 ENCOUNTERED OR OTHER SOIL CONDITIONS NOT IDENTIFIED IN GEOTECHNICAL REPORT ARE ENCOUNTERED. 02. CONSULT ENGINEER FOR INTERIOR PIER LOCATIONS WHEN DEPTH OF FILL EXCEEDS 5'-01 03, GRADE BEAMS ARE TO BE EXTENDED 12' INTO FINISHED GRADE. 04. GRADE BEAM DEPTHS MAYBE REDUCED WHEN BEARING ON LIMESTONE, CONTACT ENGINEER FOR ADDN'L INFO. NOT& MINIMUM BEAM SIZE /2 X 40. NOTE. ALL BEAMS MUST HAVE 2 •8 REBAR IN BOTTOM. NOTE. BUILDER MUST VERIFY ALL DIMENSIONS WITH ARCHITECTURE PRIOR TO START OF CONSTRUCTION. NOT& CONTRACTOR MUST VERIFY LOCATION OF DOOR BLOCK OUT W/ ARCH. REF. DETAIL T/S-2. 75•rt.}or Ar.b.rbyr,ITS t.Ir yryotrrYy /» wbs yo. cw ya►An1r Tr •��r CAr ,may d ar 4yr N..aohfr.A/w Aw rPAw�.V A. Air Akulow 4molta /e/sf m &A-p s $45 0 *2* PkAw mdrf Arff i (512) 31B-6A75 i 1rC14 Arr ps fo sAr aeYii/�or. Y40WWW'es-ryliWr W MAYXWldMWtAWa✓.yr.riy ArKm ~ _ PEE OF TF�� i...............................:..... %RICHARD M ROBERTS JR., 64716 ll% - W co 0 co i J } y F-ccg--j - 11w— at (,j _(qW ZW V W Q Z 2 W W= F-2M V WOC%Oul 0�o¢�O_�V�aaaLLcccc ���a3zp seem0ATS Consulting Engineers And Inspectors WWW.at&ovkld f&wm 4811 BEE CAVE RW. SURE 200 AUSTN, TEXAS 78748 (51:4 32841886 FAX (512) 32841BB0 DATE ISSUED 10/07/02 DRWN BY ICKD BY SO. FOOTAGE:1328 FILE NAME FPO smi GENERAL NOTES - � RASit 1 � HW �1R.N0 OA..AfP! - STrOry[D �,OMAR" Sr,gn .7 I 6 Y AL• '` wERF"DDINAc TP l r7.T O. WE eana s aDY1 rIEYE FNY POd f2CMRP1� bRr4 NOTES TK]r0r. FW H.wS K OP.. W, H 5EOIOD HAYS T P.xETR T ROtA To I RR OR Vt HAY iRU.II w rI Hw __ NAMm s 5 DEPM DAOI y' AtPOV. 2 REJ OIL Y i Hs3EDC EY:Fs OM: � 1r EXT. BEAM W/ OPT. BRICKLEDGE _ •11 I5 -7 TOP NW BLR N IQIRp[Pw eormY m ecAA. ,nBEAM W/ NO CABLE 1 y.• - b BD P.Bs • -. _ efRE zm OEA,ER nAw I 9dflW 9Y • j -O OC IwI I SwfYIL (s85' K DROP IN SLAB (12' MAX.) I a: lfI 9PRr:r Bw >R61m IN fn.IOA,W 5rAN0. .ill w wLr ~ .rE. TRFNWE ro+ YAv. RU,O•A v.A: w� k 'T° I nR a RU NOO W LP DP HM5 DOTE, ,: Op4 Ar Rq.T EOnOA O BE. ]L OUrbf BENOC�u�- 11N• INEr ri,IP,v sMD S "MED AB '.S-1 E 1 ar YOSTRE P- , mm R).0 N TK mq 6 Rf rbIOARON r,ro.; INTERIOR BEAM B Fe Rw \6 Y ALE, r/ A N 11 x - • • �- H s e DOE•. PR Rw MASONRY ONLY y^FIREPLACE FOOTING \G �/ AEAO I) Nro 9.w� � I4 13 NOe2 sP 1Rr EwA BEYI STBrW OLD APERE SQ3ED W EOVOUYN snob (NBsI SLOP IN SLAB '(48' MAX-) Y. - 1 d I LET. Err Y, ARp I A-C w O )' MAA /J x AmE p 'c'l ^- PEf RIH RET R/M 9 Bw `..a'OC. rtro) I f j di H SIPAND Otr m 1 SPE.'a a ,OUAWBOA S1 (say) CURB a EXT. BEAM C W/ OPT. BRICKLEDGE Hw NDM PAL AEIt' BAIS 1WN2 BARS j 14' 1 l'-J _> -s /4xf' SN41E w' I /Yr0' S.QF wI I a' T-6 .'t' Iwle DN wT Iola' m. YN � •]-6"-L. � 1,•e' W /5•R2- hl W! /N12' OEL MY •_)'-15-6' .E' OR Se9' DR w IM17' Oal ]W I 2' 1 15-6'-I)i' ' [a Wr NO12" 2L YAi ` Ifi' IT-6'-19'-fi 1506Of W /ML]- 8 WI I 7 BARS FU "M E k' / // / II "WZ w16 Rai TABLE Y\�� 1 -• �wERf aw mN6mba ro ' H.V N_ATM R6i TROY H. • A•A O . fWL$ OEAIEJt IIAAN w LAxECO., M ,i-1sA11 MN L-Y6r ff.Ww Dfimlr a TAUcoan,D A1DOt E DEEP BE°�M /3 A 3'-F MAYBES e0 W O.O.C. ��� l )LOPE ' IY/ gDPE Yi`: T6�M1 ���• 9naRr awe swwr ew • A ; - 'b' ac. 12wI ffII 9PPaar ew e ' A I A -o' c (TrP) I 11 L -0• ar ETYP E Hw SRMO OIL, AKK I O • SRORD W FnIOA,ION .. Hw Irkw OlY NODE SPEa,,2' I BDW ,Ea OA oar - I I]. swan ;xa;l *s- y srtom a rb.oAm,. 1 sMBn (AreslOp6Tm� x 1 _ I ,P' 6,�� SYMBOL 1sa51 Y 1 1 2 - - CrNsTrn 5 ( CAFAiF RUN 1 6 -'J- _ D DROP IN SLAB Y.• _ r'd HSLOPE IN SLAB iZ ARAGE DOOR BLOCKOUT DROP IN SLAB 112' MAX.) Y•' . r'd 5 112' _;il • 12 I I I I xPP4Rr ew e BEAR _SK bar "HERE SPE^Jitm OI .If H.W OP," IS nKMAOA SYOO IYK) 110 oEArD RAw y" N OPIR REF DIE. T iW AmEL PErf DROPPED BRICKLEDGE M Y. • L d .) NOSE - NWE /03rt�•I-0 B' O C /• • e' OceED.na /! B - .� aPPa1n 11 Ao'C REF SPAN I 1 aw • -D'cc IrxR1'-' 12 1 3fR WAI,AC 5 KOlwm F L?a. TOW ROYM,OI RIEORY"Q 6Ew SORO oar NOE Ii 4iTRO,C RRmN NOES rW AOMO.a 9'EO a FORMOx LZ- REaNmEN•s gdFf ALL 0•S O.f119Ob SNR If0511nP.1 I I PROTECTIVE ,y�f., ,a,m, a LEICM cr STEP, y..'A Au o°P DAo6m 1 BACK SLOPE STAIR DETAIL (2STEP MAX.) iL�. W.,0, STAIR DETAIL y..�d R `QJ Y. _Ad y W 2,- y OM W ]i I .AAOEAER 5 QEAin 1 1 •I 09 ,i XAER M1nI 1-A--�-� 4I •+ /5 C-EP BARS �• F -a • E0TTOY i PA � Oc(:ONTMAN"Ac NDEMc OE METE BM6 REOD a ALL :X/.Tii6 sUE $l.( TW�N.R S CORNER REINF. LAYOUT 1.-. rd RI 'I REF HTAL B I HE ALES h If Ta • lr Oc. TWA�� _ -� � :. 0RR4 -. 1.06TIRM SOL /// \// _ 7, VOTE 16T. SET. L fa+ rE.E.'7 iR! aT. .L�_--_,I i1 t. I I•_� .. 4. I aI Y � 1 " 9PlAr Bw • Y -0 OL (M1 59D elm o' Hw NEJE 9n 6 I-d/t0 -0' W OEOOI EFN I - I � /l STINNIPS •J'd /roc e-i ' 3'�R TOP o,O i FOOTING NW. OPT. BRICKLEDGE l �� !Y•• _ A'd /. AfA, J •;. �• I� HMI FAO BYI Nro WALL • IFOC 2 A , 9Ew AEY AS rEOD /. a c' D ctrir co,r CbfiOUCnd SPAS, art W. I � I'-Z' PO OMAFII -4mTEXRE FW SEEM HnA tA,E fomK ,Aaewf OW- D N r/ i .,, 9fwmyREDD T HARD POINT DETAIL HMQ YY� V BEAM PROFILE RETAINING WALL I RI •. - I. O e' O.u.. N aJRW •-- Rv. Ra' i NOF- NIQE RTRM RSA 5 DaOJ,'Otm fAAwC Dc vP <W a pS, PADS pEPM wr H A EDA PRO; NS RJfrP.A'E R M P Am I;' PP DERV, W. 9,NF rs AOT ROD(. „STRUCTURAL PAD V Y:.:d DMSIGN I - GENERAL REQUIREMENTS OI WA CS AR: CfR'RAL• NAn TO SCALE (W-LSS WrEO B• '4' 7 W Wr SCALE DMENSO S F1W,1 ONrRLT. wW.. STD.-II.RN EYGMEV FOR 116E KRr DT baFM bw15Yf6 fbARK:P1 10 HARM All PY[I6b6 Rvy ': S'wT O COMr4CTWN. w". B :CD (,557 ). "ERA1!'�dYl RESIJEMW CODE Zw >C,T iENS[YNAC "m T)ES10. t ""A6:JILN AS' i"SMED CAdPf'. PPElNK /A0 S,N 3 LOLL PRACIrt. al mvvl '.ADS A4 AS FOLLOWS. -F ON ,OADs ,O PS' To PS' . 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