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HomeMy WebLinkAboutDRB130550 PLANS.pdf TOWN OF VAIL, COLORADO Statement ******************************************************************************************** Statement Number: R130002030 Amount: $20.00 11/25/201301:06 PM Payment Method: Check Init: DR Notation: CK# 7300 VICTOR MARK DONALDSON Permit No: DRB130550 Type: DRB-Minor A1t, SFR/DUP Parcel No: 2101-071-1300-2 Site Address: 45 FOREST RD VAIL Location: 45 FOREST ROAD Total Fees: $20.00 This Payment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ DR 00100003112200 DESIGN REVIEW FEES 20.00 ----------------------------------------------------------------------------- TEL MIN. 4' BENCH EX. EVERGREEN TREE 4" PERF. DRAIN PIPE D RB 13 0 5 5 0 ARCHITECTURAL DESIGN FIRM BETWEEN BOULDER TO BE REMOVED IN FILTER FABRIC ELEG WALLS (TYP) I I(TYP). ti� 500K (TYP). DRAIN A W GAS TO DAYLIGHT. LOT 32 ADJUST GAS UTILITY po \ I � p Lmm A64 � ❑ AS NECESSARY t-1) I LOPEZ OUERRA ARQUITECTOS 3.C. / EX. ASPEN TO REMAIN (TYP). // / // I c _ _ N12°20'00"E — 137.12' ASPEN T = \ rt t museo e E M04E IS` \ / o /�� , TOTAL SITE AREA: .4511 ACRES I I y I I I f I I I I I I I I ,I 1 l , , , V 4 ° ° co I O N O cfl O 14 o O I I I I I l // / / STONE_ T RF:ACE - I I I I I_ I I I I I I I I 1 1 1 00 1 1 / ORFA ALLOWED FOR PRIMARY SECONDARY ZONE STEEL BACKED TI ER GUARDRAIL BY / -1 -7 I I I I ll ADARAND CONS TION,RE: ALPINE / / T �15' o" S�A_gK LINE I _r I I I I I I I rn I I D 15TR1 GT TITLE 1-2 C #HAPTER 15. ENGINEERIN05 DRA ING5 AND PHOTOS / a � \ I I I I I I I I I I I I I I , I FOR DETAILS AND PECIFICATION5 �4 4 STONE VENEER RET BOULDER RET I I I \ \ I I I I I I II I I I I I I I 1 I I I II WALL W/RAILIN6 ITYP.) \ I i i l I i I I I I I I I i I I I 1 I II I I .4,6 X 10000 e 4b00 ORFA 55 X 5000 = 1 00 ORFA EXISTING CRIB 4 4 4 4V212 wALL TO REM,40- °" 41�d2 .15 X 4b=7,6 ,60l.a5 63 RFA f.12 f.12 ------------------------------ J BEAR PROOF 4V3:12 4 II I I I I I ► r 1 /l /l l l I I I I / l 1 7 ALLONA5LE GRFA 1101.aa A RC H I T E C T S II � 412 TRASH CANS REMOVE EXISTING O STING RIDGE POINT gel I. I / I I v� ► / I I I I I I PARKING, RELOGA EXSTI R19 PO4 I I 4 I I I I I I I I I I I I ® ®5ED GRc 0 0 4 8 E BEAVER CREEK BLVD GUARDRAIL. / 1T a 1/112 a v2 12 o I I I I I I I O< J- 1 I I I 1 I 1 1 / 1 I 1 I I II II I I I I I II I I i I II I I I SUITE 207 � � MAI N LE\/EL: x250.00 SO.FT. -1011 RIDGE I 6 0 X 5 3 0 0 MASTER LE\/EL: 5,501 .50 50. FT. AVON , CO 81620 °W I III l / I I I I 1 I , I \ i I ► I 5ASEsME;NT LE\/EL: 1,525.50 50. FT. 0 4W12 41/.12 III 1 / I I I I I I 970 . 949 . 5200 I 'al II v I , I I I Y �o I _ � � I I I , / I I � I I I o I I STEEL BAGKE TIMBER GUARDRAIL BY _ I I I I I / I I °o I I I I / / /I \ I I ------------------------------ V m d a@ v m d a. C 0 m ADARAND Go TRUGTION,RE: ALPINE - 2' HT. RA15ED STO 1 1 1 I I , I I I p i I I I I I / // // I I I FAX 9 4 9 . 5 2 0 5 ENGINEERING5 RAKNG5 AND PHOTO5 $ VENEER PLANTER 9,12 FOR DETAILS SPECIFICATIONS INTERGRATED 412 a I I I I I I I I I I I I I I I l / JI 1 TOTAL ORFA 1,105 50. FT. BOULDERS (TYP.) I , I I I I I I I / / / / / I / HEATED PAVER_ a �� ► I I I ► I I I I I I I , 1 / o z��` MOTOR COURT, EAU 1 LD 1 NO SITE G®\/ERAO ' r , — Z _ _ - \ / 1 I I / / // / , / // , I\ i I I / , — I TOTAL EAU I LD I N5 SITE: 1 cf,6°7,6.00 S 1�6 TOR f - . O i' / / // / �' I I I / LLOWE3LE: E3U I LD I NO SITE CO� 5 5,�35 SO. FT. ; � < PROPOSED 5U I LD I NO SITE GO'/ERA5E: 5,ct,2� 50. FT. N Lu r r, 04�-i Ex. EVERGREEN H N /// 1 ►I i// /I'/ / ///j// //� / /I�I I /I i I I i V I I I �� I `\i I`I I I I I I I i I i I I — — I I II O / < �LRLI�OEWsW5YL:E SRI\/EWY ON SITE : 1,�6� 5Q. FT. uNT GU RAIL NAROUND R ON STONE G p bRIVEWAY SI E. TR M (1n PROPOSED I\/EA )" ON SITE : I/ SO 50. FT. { ` `i�' ��,�✓�'���- � / GARRIMAIL � I / I i I I I / i I I I I i I I LO MATCH REV NG � Cfl O I �RAIL DRIVEWAY FLARE, O LL1 SNOW STORAGE ROI l� � FOR ON-SITE �R I�IEWY: OO Z DIMENSIONS /GRADING �O " O m PER 5TRINGLINE IN FIELD; (SEATED DR I�/EWA Y): 14,2 50. FT. OF SNOW STORAGE O COORD. W ALPINE L I I Q 0 LL ENGINEERING INC. AND ; Q �----� � / I � I I I I o PUBLIC WORK5 I SPATTUB / �' / / / I I / ' I I I I I �m ADDITIONAL DRI\/EWAY AREA IN TOWN ROW: TRENCH pDrev .;sa J Q J W O 80 50. FT. SNOW STORAGE FRO\/I DED: a6 50. FT.I 5 o ,r O / (MINIMUM) OU (.D / I Q 0 I oo � m � � -Q I I_. TOTAL SNOW STORAGE AREA R®\/I� � X85 5Q. T. > > K ) DIT S JE° GHT J J o I I I I I I I I W >O LANDSGAFE AREA: ° 0 CO a_ O I I 151-011 TBAG - - +- TOTAL LANDSGAFE AREA REOU I RED: I 1,505 50. FT. � w U o I I TOTAL LANDSGAPE AREA FROv/I DED: 14,��54 50. FT. LAw ALLOWA5LE TERRAGE AREA: 20% OF LANDSGAPED w m W„e,,,,, PATHKAY 5TEP51 IN R.O.W. T BE 5NO I / M U / MELT N 5EPA TE ZONE A� REQUIRED II AREA: 14,01,54 50. FT. x -20 = _2,��,�J.aO 50. FT. Z M ,� 1 / / / \ / / I I I BY PUPLIG WORK5 I w °30'30"W — 139.19 /PROF�RTY LIM (T(P)./ / 1 1 ..[� l I , I TOTAL TERR GE AREA s ,��0 86 (BELT 1 N�1 G TEs� 0 0 S10 ON PLAN) 21�lb 50. FT. w � 2 I I I W a'Aj I ° ©COPYRIGHT / / Victor Mark Doalso Architects N I o All Rights Reserved SITE DEVELOFt\ IEI T FLAN I 6 10.10.13 b 10.11.13 0 � 11.22.13 C ENERAL NOTES TEMFORAR`I' EROSION CONTROL RECEIVED I. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. I. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL IN GONFORMANGE WITH BEST By David Rhoades at 1:09 pm, Nov 25, 2013 2. GONTRAGTOR(5) SHALL STAKE OUT ALL AREAS AND ESTABLISH ELEVATIONS FOR b• EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH SECURED STRAW BALES FOR ALL GRADES, WALKS, STEPS AND WALLS, AND SHALL OBTAIN THE APPROVAL AND/OR 3 WRAPS OF SNOW FENCE PER TREE. Ab FENCE SHALL BE ERECTED AT MANAGEMENT PRACTICES. I � 07.27. 2 DRIP LINE OF TREE. b OF MULCH MATERIAL SHALL ALSO BE SPREAD FROM BASE 2. A GEOFAB SILT FENCE 15 TO BE ERECTED AT LIMITS OF DISTURBANCE DOWNHILL OF THE ARCHITECT AND LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH WORK. OF TREE TO DRIP LINE OF TREE. OF CONSTRUCTION AND IN PATHS OF DRAINAGE PRIOR TO EXCAVATION AND KEPT CONTRACTOR SHALL GONTI NUALLY VERIFY GRADES AND SPOT ELEVATIONS, DURI NC I N PLACE UNTIL FINISH GRADE 1 S ACHI E�/ED. I ■ I �002 �. ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT THESE REVISED DOCUMENTS FOR BIDDING 4 BUILDING PERMIT RE-SUBMITTAL CONSTRUCTION, USING A SURVEYING TRANSIT, TO ENSURE THAT FINISHED GRADES LOW SPOTS OR POCKETS. PROVIDE A MINIMUM 5 AND MAXIMUM 50% GRADIENT. 5. AT THE BASE OF TOPSOIL OR FILL501L STOCKPILED ON SITE , A "OEOFAB" SILT PREPARED BY VMDA 4 CONSULTING ENGINEERS AS ADDITIONAL SERVICES HAVE AND WALLS ARE CONSTRUCTED PER PLAN. UNLESS OTHERWISE NOTED. FENCE OR STRAW BALE SATURATION BERM SHALL BE ERECTED TO CONTROL SILT RECEIVED AMENDED DESIGN REVIEW BOARD APPROVAL FROM THE TOWN OF VAIL, SITE 5. NOTES AND DETAILS ON SPECIFIC DRAWINGS TAKE PRECEDENCE OVER GENERAL a. ALL COMPACTION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT PREPARED AND SEDIMENT. THESE ARE PROVIDED FOR OWNER REVIEW, REVISIONS 4 ENDORSEMENT OF DEVELOPMENT NOTES AND TYPICAL DETAILS. BY THE GEOTECHNICAL ENGINEER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING THE RELEASE OF REVISED SCOPE OF WORK 4 INTEGRATION OF CONSULTING ENGINEERS WORK 4. GONFL I CTS OR D I SGREPANG I ES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION cr. ALL BOULDERS SHALL MATCH STONE VENEER USED ON HOME, AND SHALL RANGE IN SEDIMENT-LADEN WATER (MUD) FROM THE SITE AND SHALL BE REaU I RED TO INSTALL PRODUCT AS SATISFACTORY FOR SUBMITTAL 4 CONSTRUCTION, OWNER DOES PLAN OF THE ARCHITECT AND THE LANDSCAPE ARCHITECT IMMEDIATELY AND PRIOR TO S 1 ZE FROM-25 - 5' DIAMETER. ALL BOULDERS, AND BOULDER PLACEMENT TO BE ADDITIONAL CONTROL FACILITIES AT THE DIRECTION OF THE LANDSCAPE ARCHITECT UNDERSTAND MINOR ADJUSTMENTS MAY BE MADE TO ALLOW FOR EXISTING PROCEEDING WITH WORK. APPROVED BY LANDSCAPE ARCHITECT. OR APPROPRIATE ARROWHEAD OFFICIALS, IF PROBLEMS OCCUR. CONDITIONS, STRUCTURAL,MECHANICAL, ELECTRICAL,FIRE OR REQUIRED FIELD 5. GRADES SHOWN ARE FINISH GRADES. 5UBORADES NEEDED TO ATTAIN FILL OR CONDITIONS, I AS1 TOPSOIL PLACEMENT ARE NOT REFLECTED. HOLD FINISH GRADES FOR PLANTING GERMAN LARREA, OWNER or R4MON ALONSO, OWNER REPRESENTATIVE DATE AREAS 2" BELOW TOP OF ADJACENT PAVEMENT UNLESS OTHERWISE NOTED. N o ARCHITECTURAL DESIGN FIRM NEW GUARDRAIL; TOP CHORD AND ALL OUARDRAILS $ HANDRAILS SHALL 8 3,6" HIGH POSTS TO MATCH THE EXISTING MEET THE REQUIREMENT5 OF 2004 I RC \ OLA55 TOP CHORD AND P05T5 ON HOUSE SECTIONS R308, R311.1 $ R512 / �- I GUARDRAIL LOPEZ OUERRA ARQUITECTOS S.C. EX I ST I NO 5TEP5 O �� / TO 60 AWAY museotec - 3,6 HIGH a� �/ ( OLA55 _ TERRACE GUARDRAIL ,� 54 116H V O N - o HAND I L Q CA Ja PLANTER _ -_ BOULDERS T 4., MCHRMEMW 40 RMNING INTERHORS ELEVATION @ fiE AGE ADD I T I O SCALE. 1/411=11-011 D L OL �s3 1 � L a PATH TH A R C H I T E C T S � D D ALL OUARDRAIL5 $ HANDRAILS SHALL MEET THE 0 0 4 8 E BEAVER CREEK BLVD REQU I REMENT5 OF 200cl I RC S U I T E 2 0 7 SECTIONS 8308, R311.1 $ R512 BOX 5 3 0 0 AVON , C081620 970 . 949 . 5200 vmda @vmda. com °F °F ... .... w� W FAX 949 . 5205 OILLJa� D 0: LII PLANTER - �[ d ; o 0 - _ - - - - - � - V'6 TOR o CO - EDGE OF OL PATH EX.I ST I NO �AT O- ELEVATION TERRACE ADDITION. \7 �- 1 : '_ ��/, LINE OF GARDEN 5GA E ti L I/4"_-I O" {� INE W/�LL BELO1nl LO A Q o5 (D NEW FLAGSTONE PATIO 00 Z ON SETTING BED EXISTING 4" GONG. SLAB W/ 0 � NEW CONCRETE 5TAIR5 W/ 0 u- NEW 4" GLEAN GRAVEL THICKENED EDOE5. (V.I.F.) STONE VERLAY RE: STRU D Q - -°---._ -_.. -------°---- ° ° ,° m U) ° a° EXI5TIN0 4 GRAVE - O T_ COMPACTED BAGKF I LL _ "-` ' 4 ° °°° L J LLJ -,bow _- �� BASE- -- ° - �/ d -_ PATIO SQUARED UP, ADDED U Q EXISTING STONE PATIO ° EXISTING SllB-GRADE ---J 4 STEPS TO BE ___v__ 21 SQ.FT. RE: STRUGT. J J ° a � a J REMOVED ° d° \ a - J Lu J Q RA Lu > AB5OLUTELY �OTHINO MAY PROJECT BEYON ULDER PETAI NI NO ALL T O I NT - 5'-" INTO SET BACK � �e SEGTION THm"u EXIST. STEPS PER TITLE 12 SECT ON 14-10 4 ARCHITECTURAL P O `L 0 GBALCONIES, STEP , ETC.: BALCONIES, DECKS, TE RAGES AND OTHER J SCALE: I" '-O" 51MILAR UNROOF D FEATURES PROJECTINO FROM A STRUCTURE AT A W DO ALL OUARORAI L5 4 HANDRAI L5 SHALL �,g3 HE 16HT OF MORE THAN FIVE FEET (5') ABOVE ROUND LEVEL MAY U CO MEET THE REQU I REMENT5 OF 2001 I RC � PROJECT NOT ORE THAN FIVE FEET (5') NO MORE THAN ONE-HALF (1/2) W M EGTI ON5 8308, R311.1 8312 THE MINIMUM QU I RED D I MEN51 ON INTO A R QU I RED 5ETBAGK AREA. C 81 .04 Cn J W 3,6" HIGH OLA55 GUARDRAIL D RACE fi FLA (E)COPYRIGHT ��_ �- �� Victor Mark SCALE: 142 I O Donaldson 34" H15H OLA55- Architects All Rights 821,6 T.O. PATIO HANDRAIL Reserved - C�F� 1 (7)11.22.13 NEW FLA55TONE PATIO � �'r--_3 -� _) - j _ �u L�_������� ON 5ETTIN5 BED � ��i� U�F�0�E=O - PROPERTY LINE 00 � — O /2 PLATE STEEL W/ ANCHOR FOR RA I L I NO ���������������� - 0 - 0 - I ' 07.27.12 ATTACHMENT RE: STRUGT. QUO - STAIR CONSTRUCTION: PER 2009 LRC,SECTION 3111 1 : 1 1002 8" FOUNDATION WALL i��/i��/��/%�/ ��Ca� O A" 13/4" RISERS MAX. (NOT TO VARY MORE THAN 3/8") THESE REVISED DOCUMENTS FOR BIDDING a BUILDING PERMIT RE-SUBMITTAL //�//�//�// B. 10" TREADS MIN" PREPARED BY VMDA 4 CONSULTING ENGINEERS AS ADDITIONAL SERVICES HAVE RE:STRUGT. ������������, U-j 1000 X000 - OOL�OOL�OO D. HANDRA L5 - BETWEEN 34" TO 30" A.F.F. DIMENSIONS SHOULD BE BETWEEN HESE1 ARE PROVIIDED FOR OWNER REVIEW, REVISIONS APPROVAL 1 r)RSEMETO TOWN VAIL" SITE "/��j��j O O� 00 I I/2" - 2" IN DIAMETER REVISED SCOPE OF WORK E INTEGRATION OF CONSULTING ENGINEERS WORK DEVELOPMENT 4 STONE VENEER � � i i< _ - - _ - - _ _ - E. GUARDRAILS - NOT LESS THAN 36 A.F.F. PRODUCT AS SATISFACTORY FOR SUBMITTAL ¢ CONSTRUCTION" OWNER DOES PLAN F. INTERMEDIATE BALUSTERS/RAILS SHALL BE CONSTRUCTED SUCH THAT A UNDERSTAND MINOR ADJUSTMENTS MAY BE MADE TO ALLOW FOR EXISTING �- SPHERE 4" IN DIAMETER CANNOT PASS THROUGH" CONDITIONS, STRUCTURAL,MECHANICAL, ELECTRICAL, FIRE OR REQUIRED FIELD CONDITIONS" 1 AS3 SEGTIONTa STEPS GERMAN LARREA, OWNER or RAMON ALONSO, OWNER REPRESENTATIVE DATE 50ALE: 1/-2"=I'-O" RAILING TO MATCH EXISTING STONE VENEER DRIVEWAY WALL ARCHITECTURAL DESIGN FIRM 822125 RAILING W/ HANDRAIL TO MATCH EXISTING _�. LOPEZ OUERRA ARQUITECTOS S.C. D TOP OF WALL TO MATCH EXISTING AT AUTOCOURT 82 _ _ = museotec _ - LANDING FLUSH W/ EXISTING EDGE OF DRIVEWAY - - �oCTT VIC\TOR �D ON ooT�ooT�ooT�oo _ _ = :==E TT TT TT T T = - - - - - - - - F E= E= QC = oE: - LL=c E - - _ oo13oo�oo�oo�oo ��.�0 8223.05 oT oT oT o = __ LAND I NO 8227.Iq - - J SINCE 1977 - - 0 - -- - Q - 4'-0" EXISTING UTILITY INTEMORS TT T T _ - moo PIPES ON WALL -J ARCHITECT S OO�OO�00�00� - OOOL� I =f! 0 O _ ETT 000 T 048 E BEAVER CREEK BLVD - JL - - F - F - - SUITE 207 - - = - - _ ��- T Q - - - X8223.05 STONE VENEER - - _ _ _ _ _ - _ _ �� _ _ _ _ .I� BOX 5 3 0 0 8228.16 CONCRETE STEPS ° LAND I NG 8223.53 AVON , CO 81620 ° ° 8228,62 970 . 949 , 5200 NEW STAIRWAY WALL W/ GAP, VENEER AND OPENING IN WALL vmda@vmda. com ° PAVING TO MATCH EXISTING, RE: STRUCTURAL FOR UTILITY ACCESS a � a - III FAX 949 , 5205 � I I 8225,68 8223.32 •,V-:-..0 04 ~', 5TXRAANr ELEVATION 8223. V1 TAR � 50ALE: 14211=11-011 8226 b1� X D N 8223.32 .�� CONCRETE RETAINING WALL W/ STONE GAP AND VENEER, RE: STRUCTURAL STONE VENEER GONG. BRIDGE WITH 5NOWMELT SYSTEM. TOP OF BRIDGE TO BE LE55 THAN 30" TO BASE OF WATER COURSE. FIELD FIT TO EXISTING BOULDERS. RE: STRUCTURAL LO In T R PLAN z z -- -- I 50ALE: I/2"=1'-O" 00 LL L=ANDING --- - T Cn T EXISTING WATER FEATURE I �, 8225.16 8221.58 8220.85 O E �- ------J , O�� 5 BA K I J W I 0 T � o l � 22.6.33 8215.40 � U Q _� J I 8220.78 - J — i---------- 81 - W -j Q ---------- C > I 8221.20 � O - - - - - - - - - - - - - ----------- ----------- 2 SPA DEC,< 0 w v STARNANr ELEVAT � ON 8225.85 &,LW O� o 56ALE: 1/2"=1'-O" 8222.1 1 w m U ce Z 225.80 �''� EXISTING BOULDERS 8217.80 UL=DE STAINING o 11--HEATED STONE VENEER STEPS ��8 3 (n O m � w J NEW HANDRAIL; TOP CHORD AND ri POSTS TO MATCH THE EXISTING TOP - - - _ - _ CHORD AND POSTS ON HOUSE \�� 8222 61 AS3 ©COPYRIGHT L=AND I N5 ��L _ = \�� Donaldson Victor Mark SPA DECK AND Architects �� 8223.8 8217.04 All Ri hts - - NEW RAILING Reserved (7) 11 .22.13 Da_ --, - v�� 8223 m _ 8218.05 822 CONCRETE RETAINING WALL - - �_ -- I ' 07.27.12 W/ STONE GAP AND VENEER, E RE: STRUCTURAL . 002 El L-- � STAIR CONSTRUCTION: PER 2009 IRC,SECTION 311,7 STA THESE REVISED DOCUMENTS FOR BIDDING 4 BUILDING PERMIT RE-SUBMITTAL - - A 1 3/4" RISERS MAX. (NOT TO VARY MORE THAN 3,/8") PREPARED BY VMDA 8 CONSULTING ENGINEERS AS ADDITIONAL SERVICES HAVE SPA DE� = L _ - - B 10" TREADS MIN. RECEIVED AMENDED DESIGN REVIEW BOARD APPROVAL FROM THE TOWN OF VAIL, SITE C. WIDTH NOT LESS THAN 36" CLEAR SCALE: 142 =1 O THESE ARE PROVIDED FOR OWNER REVIEW, REVI51ON-5 4 ENDORSEMENT OF DEVELOPMENT D. HANDRAILS - BETWEEN 34" TO 38" A.F.F. DIMENSIONS SHOULD BE BETWEEN REVISED SCOPE OF WOW 4 INTEGRATION OF CONSULTING ENGINEERS woRK 1 1/2" - 2" IN DIAMETER, PRODUCT AS SATISFACTORY FOR SUBMITTAL ¢ CONSTRUCTION, OWNER DOES PLAN oGT�oE= E. GUARDRAILS - NOT LESS THAN 36" A,F,F. UNDERSTAND MINOR ADJUSTMENTS MAY BE MADE TO ALLOW FOR EXISTING 5TXRAANr ELEVATION �� �� CONDITIONS, STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE OR REQUIRED FIELD - - F, INTERMEDIATE BALUSTERS/RAILS SHALL BE CONSTRUCTED SUCH THAT A ��_ �� SPHERE 4" IN DIAMETER CANNOT PA55 THROUGH. CONDITIONS_ SCALE: I/2 -I -o D�O� A%J%j ODaO GERMAN LARREA, OWNER or RAMON ALON50, OWNER REPRESENTATIVE DATE