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Y %Kr � ,�. , F �° .. .� ��Y,-.� .. . °i� s�a�{Yf�'� £,'�c,w3exo�� . . �� �t.���@y>i 'aa�i'!�a �:�4��' ��������E�,.�`, �': � �..�. :i �' t v�.. � ��:��.... ..,.,.,.�,..,�.,: `�«��"����v�.,«��� �;. b � #° � � �� � � 5� ,��.� 2 ��n^ci=�: �it�� > ' wa � �. �n }�� f � � � ., � z � 5 fi � ? �t` � t,�, `# `v �i :: y . . h s�' i� �$ ..r '°M �� �.a,.,,�`+<+G� .,v£Y 5 d�Z.2 � �� �" ����y,. �'t��`�1.� � � '' �P�4 �� ��.� ��^".,... � $��l� : }. 5 ' `� �i� '��..�: , . w� � ��� � �� �� , � ��� �� �� � �4 `��P�.� , ^�e � .� �� :'� .. : x � t� y?,�;R „t�• y �` }Y o-w+� } ; q') . � Mt•�� FS ,£ b k � < �+ , :a.��' 'a 3 P�S 3 �� ) �� . ��=�;��x�a'�; �`��'"' 4:� � :.. Y'� � % `� . �4 �`��^:,'«.i� ep't�:i.. � ,�et s "��"�""��..� � �» '`� . ,,� � R�4�XZ�. � �� � � �;. ���'��� ����� �� ' � .�� ���� � ���' ,�` � ��'::��r��°�: �, � �� . ��,�����'. �.��� ��� �� ���� � �� � �A��� �: ti��,a� s�U:fr.f?.� &'Si�.•»r� a�i a`s��; .. �� c .cvv 3� .. .. . . � � � �� �,�. ' ��� ����?� ���. a a� s�� � afa� g � �����,`���� 4��� �� ��.�r _ ?�i;�*ax . � ���. �� �.�� � � � � w -r ' .. . �, � • • ' , r 1 • 1 . i � � � i � � � " i ' . • Grand totaf: 3 ..� «� ,. Single Family Ftesidence Owner; Gor�rad & Kristina �uszynski 27{}0 E Wiliamette L.ane , �reenwood Village, CQ 80'121 Loca�ion: 'l481 Aspen Grove Lane, Vail, Cal�radc� Lot 1, Black 2, L.ions Ridge Fifing 4 Parcel #; 21 Q3-014-15-40'1 � Class of Wark: RenavatMC�nladditior� i TYp� af Cons#ruction. Type V-t� , �Y�e c�t UccupanGy: R3 (s�r�g��e familY) ( Lev�ls: 2-story +k�asement Architect: ; Martin Manley Architect - Jeffrey P Manley PC3 Box 1587 Eagle, Ct� ��63i 97(7.328.5151 � �� ,' Tt�WN UF VAIL Z�.7NING DISTRlGT: �FR �INGLE-FAMILY RESEDENTiAL if w � i3OT AREA =.5$7 ACRES x 43,5�t} SQ. FT. � 25,5�9 SQ. FT. ( ��ITE C(7VEFZAGE ALLC7WED {2t�°lo C}F SlTE} = 5,1 �4 �{�. FT. � SITE CQVEi�A�E f'Rt.�POSE� = i,935 5Q. FT I ;�GRFA ALLt�W�� : 25°l� lat �rea < 12,540 s.f. = 3,125 s.fi. ( 1�°fo �c�t �f`��'a � 12 500 S.f, ='i 306 S.f. Tofal = 4,431 �.#. GRFA EXI�TIN(a: iOTAL =3,373 SQ. FT. SET�ACKS: FR€�JNT = 20', SIDE = 15', F2�AR ='15' NEIGHT LIMIT = 33'_0" EXIS7ING HE(GHT = 32'-9 1/2" PARKIIVG SPACES REQUIRED: � �PACES PARKING �PACE� (EXISTING}: 3 SPACES ��tC)JEC�' I�ES+�RIPTION 1 THE NC7RTMWEST DECK OFF THE D1�11NG RflQM 1S TC7{BE CC?NSTRUCTED. 2 THE E?�lSTING N(JRTN TERRACE WITH PAVER� IS TC} BE REPLACECI WITH A STAiNEi� C(JN�RETE T�RRACE, A NEW H(JT TIJB PAD 1� TO BE ADI�ED. 3 TNE DRIVE IS TC7 BE F�ESl1RFA��D A�D EXPANDEQ. 4 NEW ENT�ZY STEF'/ HARD�GAPE I� Tt� BE ADDED 5 ������� _�� ���� $�� ��� �„� � � � �� ��u�� - a����� �������� � " �% — �a �. °t�," `„� � � ��i$ �,s n .,�. -.����.. . . . . ..�.�..,:.,. , � ._ �_..�;... ..u. � .�,. .„m;, : � ��A . �� � ����n .,,��.�z���..M�_��.,�.�.���_�� �r � i� � r w S EXTERIC3R: 1. NEW DECK C7N THE N{7RTNWEST CGRNER 2. REPLAGE EXISTING BRICK PAVER TERRACE WITH NEW STAINED CONGRET� 3. NEW HOT TUB SLAB 4. EXPANC7 DRIVEWAY �AST SIDE 5. NEW EN7f�Y TERRACE HARDSCAPiNG 6. REWORK SQUi`N ENQ OF` DRIVE TCa RESc�LVE DRAINAGE ISSUES. � � � � � fUM� � � � #t�i��� r {� W � U � � Q � �� � � � � � �/^'-y � ��M4 � ti.J � L � � � � � �w � � W � � �'? �s r��� � �� � r� r � � � Q � � � �' m ���� �� � � � ' � _-- -- � � T �� � 0 Z/"''� �-. V O LN � �. � ��� � _ � 0 Z � � � � � � � �� � � � �� �� � � � �..Y.% � � � � � i , •M � � � � • , � 1 � � * . �� � . ! « , • •• \ a � � • r: �ci �"' N r C �- Q !L .�Z' .T..... � � z � � � .t� �' �� � � � � � � � � fl} � •� � � �� � �.�.+",... I i� ��� ��E� �_. � i J �� /�� /�' {��„ �� � � {, V ...-°---^' �� � 0 K1T 101 ')n f ,{+")m � ��G � � � .�. ii - ��owr�-�N -� INSUALTION R-23 _ _� � �� ... ; � ; ...,..",.... � ; F ..�.....,...,' ; i � ...,.,..._..: � � .._.»....... ; } � �......,.,. ..~. ° • ; . : � • y l .............i . ;, .. ..;� ..; .............: ;€ . ,__.�w: _.. � � �.....�w: ; ; � -�_w� : o I ' �__..�. � i i.:.r:.�.._: 3 f�...........� j ...., f:... �..,,_.,...,., i . i . ? . : i � . 3 2�� J S2s, �o�N � : t���W ----------------------------- � � �) t � � � ( � ; 11 1 !1 � �� i ��,;) I �;' I i � j �, u? ; I � � I :a. � i I � T i ('! i � ( I NEW DECK SUPPC}RTING CQLUMNS � � � ( ' � NEW GRA�E BERM TQ SUPPQR7 � � EDGE GF TERRAGE AND NEW QECK �� i(SEE STRUCTURAL FOR LCICATIONS) I ( � %a'�2;�"'��:43 ti;�x5;;:���;:p�, t;;:;�`�n',°'aza�ii t��i'`>�;`<»��'`��"�:�F�a�.�`,�`",��,�'. ' . �{;..l.S�<, .S,\�.2.M,`,�y�. 13':. ���`:X.i���y��,l.�`+,:§if4.3 � � ;��y �ti: � v\`. o i '���� <- � t��"°t: i x�� i ��� � ::�r<; i >�v ;: i ,��; ( �1 �:t � ;`�;>< w<;y: i %;��; � ���� i j;;" t ���� I�� �\ ,:=.:°�L': ��+'�w;xt i ,,:�,.�;.�:.:t: ;:�<3. i i i � i <.o � o � T i 13'-3318" i � i � i i �------------------------------ � ¢ r- � ai tt3 ai N c°v � N a � �� ��• � ' w � i � • � 1 �? � ��; --�`PIATE HT�� �`03 u���� �.���i� � 8448' _ 6" CO(3RDINATE DESK STRUCTURE T4 SPAN OVER EXISTING SHED R(aOF_ . •• .� ' • � ~ � � � � � / � i 1 • •• � 1�1 I :._ � . '� . . , .......... m_� : ; 4 ._......_.. i = : � ...._.._:. ; : ........ , . .,..... ...�....._ . :.. ; : .......; ..............� 3 ............. : f.............? i ;.............: ; ._.... ....... : : ' � � : . . . :�. : .... ; , .. ... , E i ... ... : E : ... ... : � ;._�: � �_.--, ---r�.:_.�_.._.�_� .�_.�...�... ..:_.:...::: .._.....:.._ :......... .. .:...:....:..... .'...�. 3I E,i �i,l E,. .. . LEGEND SM SMGKE [�ETECT{�R existing ar new E�cist'rng detectors da not need �o be relocated �p CO DETE�TOR Phase 11 {NQT IN CURRENT SCC?PE C1F WORK} NEW CABINEiRY CUBBfES ARE TfJ BE CUT IN UNDER THE EXIST(NG STA1R CC�NBTRUCTItJN AND PRQJECT INTO THE MECH RqQM 2'-0"'. — --�---�_____��_ 4 � A �� r—ii�, .__. - ��" �� � �—.�� � - -� � ��■ii �.�1 � ��11 � i � ����,� � �� • ��i •�� � ,� . ..................: : ...�..� . . r.. . :. ;...........,�, . ,,........_ , ,.::;: : ... ,;-:::::::::�....._.....,r ; ... . ,,.._.... .,. . ... .... ......:_ ... � m i r� �'`+ i s � % r / LAYC7UT OF WASHER AND DRYER AND COUNTERTOPS ARE TQ BE REWORKED WITNIN IAUNDRY NEW lRON HANDRAII. Phase !I (NOT IN GURRENT SCC?PE OF WORK} PURTfQN OF EXISTING ,WALL TQ BE GUT DOWN 1'4 CURB NT AND A NEW GUARD RAIL TO MATGH EXiSTING (S T(� �E 1NSTALLEC} ' _ ��` "'-- Phase ii i€ .�� i; 4.�. . . -°.:,;... ,<� (NC}T IN CURRENT SCOPE . �� C�F WORK) .. .,�., :..�... �>,. .:::..:,:::�.. 4�. ,, . ... ._ ��.: RQSE SANDSTC7NE IS .. _ y.;. °.` :�;: �?� SEALED WITH A CCiLQR � �"� TINTING SEALER TQ `:%" � �:� REMOVE THE , "I �'� REDDISH/PINK COLOR �� ���':'.�":y'"'_ ._._..._,..._.�----�_.___,�....,...�,.,�...�...�.�_.`---------------------- i i i_ i � � � � I � I^ i � :, a � + i I t � I � °; I ; ; � 01 Lower Flc�or- New `��-----------------------------------------------{-��- -� � 1/4" = 1'-0,� C! n « � / ,,' � � � / / � � '�' � i � �''r .� i � / ,- � ` � ,� � y <� : � � � � 0 � O o V1 a W .� f� Ga i� � r � M O {,� U W p � � � R} � � � � � � � W � � � �,- t�c co � u°°j � � � � � O � � m o� � � � w � •� � • � � . � � � 1 � i . � � i � i • i � • 0 � i •• , tV � tC! � N �e— Q � � EL �� Q � � � �wr V � � � � � � W f � � U � a�i .'� o n �N�rtl�,Elevatian - NEW --- 1l4° = �('-0„ �, , � <C Q 0 0 � N O N t7 N -,. O � oaf Piate 3456' - 6,� .- - � :��: . � � • �I Ili � , •• � . ' � .� i • 8463, _ 6�� , i � � � � � � � s� • 4 +� • . - =..: . � � r i• : . �e'�!'�R'":� i i � -•• ., i . 2 �outh Elevati�n - NEW j � ��-t�r ° I r�t��r � lJ w� �- � ���s � �.; � � � a * �`° � ���� ���� � . a ��� ����� ��� t �+ �. �. .� w.. � 's• � ' � � :� . • .. - - ,�,,,,' :..: . � . .. �, :. � . '� I • i • • �' `� i • • � West Elevation - NEW � 'i/4„ = 1,_0�� � z O � > w � � � � � � � � O W o -� U � O .,_, � � � � �� u_ � � �' � � � u� � a�'i � � r W � � �'? tCf � �: � � � � � M r 'C � � � x tct � � m � � � � '� � �� � � � � � i � i• � � � ! � � � � 1 . � t i � � • � � � � •s . r � • � � ° cv ,�- 0 r � C � �w � � � W �� � � �� �� � G W � � � � "� � � QESIGN CRITERIA: SUSZYNSKI DECK JOB #: 1209-02 Deck Liue Load ------------------------------------- 104 psf Deck Dead L�oad ------------------------------------ 10 psf Wind (3 Second Gust} -------------------------------- 90 mph {Exp. B) Seismic Design Cat�gory ---------------=--------------- EXEMPT IBC/IRC Edition --------------------=--------------- 2009 SPECIAL INSPECTIONS: a. No speciai structural inspections are required. Periodic observations of construction by the structural engineer are not considered to be special inspections. FOUNQATiON QESIGN: a. Design of individual and continuous faotings is based an a maximum allowable bearing pressure of 2,500 psf (dead load plus full live Ic�aci}.' : b. Footings shall be placed an the natural und`rsturbed soil, ar compacted structurai fill per the recommendations of the geotechnica! engineer, be{ow frast depth. c. This foundation has been designed accarding to the design recommendations indicated in the original construction drawings (Chen 8c Assoc. — 1987). The contractor shafl fallow the construction requirements from this same repart or acquire a new repart during sxcavati�n. d. A representative of the geotechnical engineer shall verifiy sails conditions and types during excavation. Report any discrepancies from original findings #o structural engine�r for re—evaluation of foundation design. REINFORCED CONCRETE: a. Concrete design is bc�sed on the "Building Code Requirements for Reinforced Cancrete" (ACI 318) as adopted by Chc�pter 19 of the 2009 IBC. b. Structural concrete shall hava a minimum 28—day compressive strength of 3000 psi. c. Concrete shall be praportianed using Type 1-11 sulfate—resistant cement. Admixtures containing chCaride salts shafl nat be used. d. Cold weather concreting procedures sha11 be provided as recommended in the ACI Manual of Concrete Practice. e, Concrete covera�e for reinfarcing stael: 1. Concrete cast against and permanently exposed to earth: 3" 2. Concrete exposed to earth or weather: A. �5 bar and smaller 1 1 f2" B. #6 through #18 bar 2„ REINFQRCING STEEL: a. Detailing, fabrication and placernent of reinforcing steel shal! be in accordance with the ACI Manual of Concrete Practice. b. Except where otherwiss noted an the drewings, reinforcing bars shall conform ta ASTM Specification A615 and shaCl be grade 60 except ties, #ield bent bars where permitted by nc�ie on plan, or bars to be welded, which shall be grade 40. c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless specifically approved by engineer. d. Welded wire fabric shall confarm to ASTM Specification A-185. Lap welded wire fabric a minimum of one full mesh plus two inches. Laps shaif be wired together. e. Metric bar size conversion table: METR{C #10 �13 #16 #19 �22 �25 #29 �32 �36 INCH—PQUND #3 #4 #5 #6 #7 �8 �9 �10 #11 STRUCTURA� W�OD FRAMING: a. Except wh�re noted otherwise, all 2" naminal lumber, except studs, shall be Douglas Fir—Larch �2 and better, and afl salid timber beams and posts 3" norrtinal and wider shail be Douglas Fir—Larch �2. � b. Built—up beams cor►sisting of multiple 2x members shal( be nailed together with twa rows of 16d nails spaced at 12" on center, or with twa rows of 1 f2" diameter thru—bolts spaced at 24" on center. e. Ledgers attached to concrete walls shall be treated Hem Fir #2 d. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening S�hedule" on the drawings (2009 IBC Table 2304.9.1}. e. All lumber used in construction shall have a. maximum moisture content of 19�. f. Unless made of treated or naturally decay�resistant wood, all deck bearns c�nd jQists (including —I w' er than 1���' shail be sealed and flashed at the top surface per architect. STEEL HE�ICAL P1ERS: a. Steel helical piers shall be designed and installed to resist th� unfactored design loads as shown on Sheet S1. Urrless otherwise recammended by the manufacturer, the factor of safety to be applied to the design loads to abtain :the ultimate load capacity of each pier shall be 2 b. Installer Qualifications: Installation shall be dane by an authorized installation cantractar. Proof of current certification with the manufacturer, as an autharized installer of the helical piers being used, shall be submitted to the 'Architect ar Structural Engineer prior ta starting installatian. c, A representative of the geotechnical enginee'r shall be present during installation of the helicaf piers. d. A written installation record shall be kept for each helica! pier, including date of installatian, {t�cation of pier, description of lead section, including number and diameter of helices and extensions used, overall depth o€ installation from a knawn raference point, and installation tarque at termination of pier. e. Soil corrosivity and r�quired mediation shall � be determined by the geotechnical engineer and helica! pier supplier, respectively. All piers ir�ust have a minimum corrosion protectian of hot dip galvanization. f. Submit shop drawings indicating shaft and helix sizes, including manufacturer's catalog cuts and data sheets to th� engineer far review prior to installc�tion. g, The steef helical pier syst�m shal{ be ICBO {1CC) approved. Installing contra�tor shall furnish evidence to the Structural Engineer by means of the ICBO (fCC) evaluation report or "ER" number. � h. Aeceptable tolerance for �lignment of top af pier shall be 2 inch. Piers exceeding this amount shall ba removed and redri(led. Do nat� force pier tops into alignment. GENERAL REQUIREMENTS: a. Structural erection and bracing: The struc�ural drawings illustrate the completed structure with all elements in their finai positions, properiy supported and braced. The contractor, in the praper sequence, shall provide shoring �nd bracing as may be required during construction to achieve �Ehe final complet�d structure. Contact structura( engineer far consultatian (not in contract) as required. b. Dimensians: Check all dimensions against architecturai drawings prior to construction. Do nat scale drawings. c. Construction practices. General con�tractor, is respansible for means, methods, techniques, sequences and procedures fc�r construction of this project. Natify structurai engineer of omissions or conflicts between the working .drawings and existing conditions. Jobsite safety is the sale respansibility of the contractor. All methods used for construction shall b� in accordance with the latest editions of the IBCfIRC. d. Details nat specificafly shown an the drawinc�s shall be constructed in a manner similar to the detaiis that are shown for like canditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be abtained prior to installation. e. All waterproofing and flashing is the responsibility of the architect and contractor. f. It is the respansibility of the contractor to contact the structural engineer at the appropriate time to perfarm site obseruation visits. Ob�eruatian visits to the jobsite by the engineer are far determination of general conformance with the construction documents and shail not be construed as inspection. g. Though every effort is made to provide a complete and clear set of constructian documents, discrepancies or omissions may occur. Release of these drawings anticipates coaperc�tian and continued communication betweera the controctor, orchitect and engineer to provide tne best possible structure. These drawinqs have been prepared far the use af a qualified contractor experienced in the ct�nstruction techr�iques and systems depicted. h. Existing structures: Cantraetor she�il be responsible for verify'ing dimensions, elevations, framing, foundatian and anything else that may affe�t the wark sh�wn on the dre�wings. Underpinning, shoring anc� bracing of existincj structures shail be the responsibility of the contractor. � i� i� NELICA� PIER (BELOW) `° 2x DECKlf�G PER ARCH JOIST PER F _ , . - Tr �TRUCTURAL RIM �BERLdK SCREWS K JOIST, TYP. (4)—#4's x 1'-6 VERT. (2)—#3 TIES x � �i 1,-0 .— \2�-3f4 t � —\ THRU—BOLTS � EA., TYP. - � i� d- � d-. . �1 � ,I►,tl� 2x BLKG. AT — BRG., TYP. SIMPSON BC6 — COL. PER PLAN GONC. PIER —� � - z �� ,<',-�; 0 o c�, � � v � i� - PlPE SLEEVE PER SCHEDU�E HELlCA� PIER BY OTHERS. SEE PLAN FOR �QAD CAPACITY 2x DECK{NG PER ARCH 2x BLKG. BTWN. Jt;ISTS— AT BRG, TYP. z JOISTS PER PLA� � FLASNING/WATERPROOFING ca BY OTNERS I ''"� GONT. L3x3xY4 W f 5/�"�x5" EXP. ANCH.'s C�? 16" O.C. �i � HELICAL PIER BY OTHERS (SEE PLAN FOR DESIGN L�AD CAPACITY) {E) FRAMING AND SNERTHlNG ��=��—���=��—��� =- �_�e---��,i _��e.� {E} RIM BOARD � � {E) STUD WALL I!I I � NEW LEDGER �!� U� PER PLAN � f ii� e SCALE: �/a" = 1'—p„ 6x6 NEWELL POST (2)-2x12 STRUCTURAL RIM W/ (3)—TIMBERLOK SCREWS C� EA. DECI� JOIST, TYP. 2x DECKING PER ARCH. JOISTS PER P�AN (BEYOND) SIMPS4N H5, TYP. BEAM PER PLAN SIMPSON ABE66 P�ST BASE ��-�`� W/ js>'Qix6" EXP. ANCH � c� � ���— (2)—#3 TIES x � � � �--� ,�_a�- � C I � ( � � � , � �__ � (..=� 'i'-���� ���� � e 0 s 0 (4)—�4's x 1'-6 RABBIT EARS PER SCHED. WELDED TO P{PE CAP R PER SCHEDULE BOLT PER MANUF. 1'-6>, SCALE: 3/a" = 9'-0» #4's VERT. C� 16" O.C: 2x RiPPED, TRTD. NAII.ER 3" PAVERS PER ARCH {1)—#5 CONT. HORIZ. t� MID—HT. {2)—#5 CQNT. HORIZ. TOP & B T. RABBIT EARS PER SCHED. WELDED TO PIPE PiPE SLEEVE PER SCHED. 4" FORM VOID SCALE: 3fa" = 1,-0„ NELIGAL PIER DESIGN SCHEDULE PIER DESIGNATION: A SHAFT SI2E �xf�t�� STEE� PIPE SLEEVE 3" STD. PIPE CAP {� Y2„x3Y2„x3Y2" RABBIT EAR STEEL {GftADE 40} (2)—�5's Wf 1'-0 WELQED TO PIPE S�EEVE MItJ. DEVELQPMENT � � � . . i • � i i • • � ! � ! � � � � � i ` � i � ' ! ' � i ! I� SCRLE: 1 /4>, — 1'—C7„ PLAN NOTES 1. ALL HELICAL P1ER DES1Gt� LOADS SNOWN ARE UNFACT(7RED TaTAL VERTICAL �aADS. u�.�n�naTE c.p�r� ��c�o� sF��;�.�. �� z� �.��a� s�awr�. 1k = 1000 fbs, SEE GENERAL NOTES FOR ADDITIONAL NELICp� PIER D�SIGN SPECIF"1CATIaNS. 2. HELICAL PIER LQCATIONS INDICATED: � 3. P4STS FROM ABOVE ARE INDICA7ED: (� 4. D4 NOT SGALE DRAWiNGS. • A i� C3 Z � Z � J � � Z O U � � � 14/24J2012 � rn r` � �� rn � � � .� � � � � ,-. -g a ° � �� L� � cs� � � � �� .� v � c .� c a� � cv � r� �, � �� a� .N � o � � � � - � c7 ¢ t� t� > � ��� * � � � � � � � � � p� � � � � � � � �� � � � � � � � � � �� +�► , • ������� � � � ����� r � ��`.�� ��������c���� ��� �� �. � � � � �'�� �` � �� �' a�� �,��� ����� �����`���� � $ � °�'��' ��- ,$, _ _� Y�.���,&�' .,s.�..axi.�x.s.�<,a..m rz:�.onsv��a'-z>,..�. �. , ��� � �c���� � .� ��t���� .,..� _�_�,7��.������ designed by JMO drawn by JM Q checked by TDH issued . . �� • • ' � � �• � ' ! • • ' i � � Sil��t JOB �12�9— C�2 EXfSTING BOULQER RET. WA�� (FfELD VERIFY ACTUAL LOCATION) • , � 4 ! i � . . # � � 4 ♦ � � ! � � � � � i � . � � �' • i �' �� �� �� . � . . �� • �!■ . �� ' �.. � �� � . ��'. � ��. �� DECK JOISTS ARE 2x12's t� — 16" O.C., TYP. (JOISTS SHALL BE PRESSURE TREATED IF WITHIN 12" QF GRAdE) r . � • ►� � :. • .i�+]' • �, ��� �1 ��1 �� � � �• , � � �, �+� . . �i . � _ � � � � u 0 ii �.. _ SIMPSON --� LUS210, TYP. ___._._u__.._._ NEW 2x12 LEDGER W/— (3)—LEDGERLaK SCREWS Q 12" O.0 INiO EXSTG. RIM r� .� � � � �. _ � � �� ��—�= 1 11 �-- — _ � �i � ��.�.�__J I JI IH I II I II 1 II I II I II E If i i� i II I II r.�--�"�"�`��'�``�" I II I (! � I 11 1 il �� 1 II I II I II I li � I I! � 'E i ii i i� i �� o �i i �i i ii I I{ I II I 11 I II �_� ._._._._e..�����_�_�.._.4�.__�_�_.__..__.._..___��.1 II__._._��,�_ �_._._._.__� ���_..��.._.._._..._.�v.�� � ��_.._�_.___.._���.._� ��n_..a......�.` �____ _.}_�_ � ____ � J.� � � I I _► � _ _ I_ ,' � � —I =� —` � 1 ! I ! v._ I I � I I I I � � I� U I_' � I ��I I a � � I � �I T� � N�� � I _ � �- ��� � E��}-1 �/4x11 �/g `��` �� � �l �.v� �L� �� �X ��— � N � � � � �� I°-�� — — � �� � (E) (3)-1�1x11Y LVL � � 4� ..� ( �� (E) W 8x21 CONT. W W 12x30 �'� �� �ELQW �-- ----- ! --- � PR4VIQE 2 —SIMPS(7N A35 c� �.— HANGERS fl EXSTG. RIM 8c �� '�" � � JQIST Ct�NN., i'YP. � .-, � I� T_�-�-I W 1 ry x26 �� (�}� � �)—��� � (a�op���) �,�; i t„ f I I I I � �� � � � 1 �j � I ( ( � � � ^ 11 � � � �� I I { �� � � � � �. _, �_ ���--� �� �� �� �� �� I /�-\t—!/n\ n..�n �I fI �I �I II II , _ � , � � � ♦ ♦ � PLAN NUTES FOR NEW FRAMiNG: 1. NEW P�STS BELOW (ORIGINATING FR�M THIS LEVEL OR ABOYE} ARE INQICATED: ■ EXISTING POSTS BELOW (ORIGit�ATING FR�M TNiS I.EVEL 4R AB4VE) ARE lNDICATED:� NON—C4NTINUOUS POSTS FftOM ABOVE ARE 1NDICATEQ:� 2. ALL POSTS ARE �ABELED AT 7NE TOP. 3. NEW WOOD BEAMS AT THIS �EVEL. ARE FLUSH WITH FLOOR JOISTS Ut�LESS NOTED (DROPPED). 4. EXISTING CONSTRUCTiON !S fNDICATEQ THUS (— -----), NEW CQNSTRUCTI4N I� INDICATED THUS ( � � � � • � Z vi f'- z �C � � � z O � � � 10/24/2012 � �� � �� � � �� .� � � v � � .-�. o � �rn � � �.. >< � sd � c� � .� � a� � r� � � � �� r� � �� � .� � o � m � � �; �n a > � � � � � � � � � � C� � � � .� � � � � � � � � �� � ., �' � � • r-�I � � � � .�""'� "�" � � � � � ,., � S$�,� � $ ��i ��� � ��������������� ��� ��� � ��.. �� � � � � ����� � � � �� ��� �����, �m � ��' �"�°� w $_. � � , ��N���� T�y JM C� ^�. _ drawn by �1M0 checked by TDH ISSU@Ci . . • : '� / . .I� •• . ' i i i � ,��� sheet � �� �� E�^� �i ; �� �