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' . � . . . . � . . . � . . . � ' � . a � ♦ . . � . � � . . ' . . . � � . . . . . � . . .. . . . � . � . . . . . . . . . � . . . . . . . . . . . . . . � . . . . . . . . • • • ♦ � • • � R , � � � . . . . � . . s . ,�i E` �. . ''� prepared far Bighorn Development Limited Li api l ity � r, rr� p � r � , � , � . \ - � ,,,� ,�, . . . _ � , , _ ,,-�� , • • . _ that 1t 1s not a land survey plat or lmprovement survey . piat , � , �,� � 6' `� . _ , . • n ' -� � � � . . \ and that it 1s not to be relied u on for tr � establishmenv c, f . ; ' �a � `�+S - � �'J. • "` ••. ' , . , P . ; i G � - fence , bu � lding , or other future improvement Iines . � � '� ' `' ' � �, r; ` . , � O ��'y � . . . _ . ,, • � r i h -; �-� � � -�---._._, _ . I fiurther certlty that the improvements on the above � � s � r � �. ._ .� , , ,� 'Q F'o _ �: .� s � , . . parcel on this date , Octo � er 13 , 1993 , except utility � __ � , ��, /� , , _ _ c� . , . 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'STRUC.�c��,L ._ . � S'f`uGGa - MA'I�-H F�''� lSTtl�4 O � . . ' � O`/�EtZ �.Ut�1'DEtLl:�YMEh.IT � , p, rs�vYz ! St� EA.�t�1.c, (� . � �r-�►45To�.� WA �..� . � . . �� Pf��f tQE. L�1 Rf'R�o �Cr OVE2 � " Gc� e� GfLE-rE I�.te+0i7 �. � ` . 'SU�.B oe1 C1'R�L�E e -t� �6 ' � � • 19 80s-1'T' rr�.sut.,C�'Rdt-� t�+ru�sR,.� d�rErL � � �Tiac. .. ;""� �, �� 8 � �� o ��¢� s�.�. Qr1 � ��E.rz �w►M� �.�c� s'r'tr� c, . � ��,,� . . . . G�� -� 2 � : s�vm.�� � - � - � L.oGrfL '7'a M A.TC.H' � � ��tsTt �+� . � • . . , 5t�o � � MA+c� LC..fE� To M �Ty.H . ' . ��. � — ' �y.{'�JTlts�n 8 58 .5 _ i . . . .r .. .. �� . . . — -- � • . . . � . .. . . . . . � . . :o a - e: . . . , � - � i��• ' �Y�; • - . . . Y � �.. ` ':. • 'K ' d 'M :adS . . � . �� . • . ' . � � -, •�•,. � ..:�- , � a.. , r-� '' B��o s..t�GRAa� Revisions: ,,, , _ - � – M . � . . WAtTE.RQ'Rnc��tt��. - � " . � ' . - . .. : - _ - , _ F ,. ; � _ , a'RI►� tsa►G�L 'P�E'CL "_ �oc�` So l LS • YL '��'a'RT - .. ..� � • – � 9�pa• � . ; � ; _ � • - i 1,��d �� p.tC.TZ�.'t"� ti ` .. �� i- . .±� . : . _ - - a► _ � � z � . �or,�t� 1�AcY` � oN rL� : . � - - , . . . . �.�ct5�rtr�4 co�-r� � . S°��' �� L . _ . . � , �ov�S�p�tTof►1 , : . . . : , ._ � ` - , � . . - _ , ,; " _ -- -. _- ___ . _ __ . _- � I , " � _ � LaWErz L�.� E� , = l ..... :.. _ . ' -t-� tz.�rt �. � a ._ , � . o � . . 0 N . o Issue Dates• � . . o ����� 04.27.06 : owner review . ��C�� 05. 19.06 : DRB submittal 3 - . " � � : ,�D�� 06.08.06 : min mod a� N � uE,r �.OJ�.� : pBTIIllt ¢i ��F�� 07. 10.06 : permit Sheet Tide: MI + O � � � . N � � . � . . . . � � � � � � . � � . � . . � � . . � .. . . . . � . . � �.. � . � � � . . . . . . . . . . . . . . . . . . . . . . � . . . ...... C .� � � � � � • O N � � Buildin � , g � � � . . � . ° . Sectlons 0 �.. � . . � � � � V � Pro;ect No: � , c 0 �. � � S � CT f Ol�l ,� 2603 .00 Q 2 S � CTf ON P Y $ �/¢ u _ , � ' � u � - - --- - - -- - �,4 � � _ 1 ' - � ° SheetNa c� 0 0 � a l 1� � � � � � � � � . . . � � �. . � � . � � . � . � � � . � � � � � . . � � . � � � . . �c 2806 v A 9 Ine erchftecte e plannero � _ , !;..��� s GEN ERAL �IOTES DESIGN CRITERtA TIMBER GENERAL NOTES ` 1 . All wood fra �min�g sh�all conform to the ° National Design �� Specification for Wood ABBRE �/ IATIONS Code: lBC, 2003 Edition Construction� ( NDS ) , latest edition , recommended by National Forest Products � Roof Live Loads: Snow S0 psf Association . A. B . ANCHOR BOLT H . A. S. HEADED ANCHOR STUD ' 2. Sawn lumber structural framing members shali be Dougias Fir- Larch with maximum AISC AMERICAN INSTITUTE H . P. HIGH POINT Floor Live Loads: Residential 40 psf moisture content no greater than 19%, and shall conform - to the foliowing grades, as OF STEEL CONSTRUCTION HORIZ. HORIZONTAL governed by the " Western Wood Products Association " (" WWPA" ) rules: ALT. ALTERNATE IN . INCHES V ' Wind: Velocit 90 m h Visuali raded dimension lumber wail studs and cofumns: APPROX. APPROXIMATE IN . - LB. INCH - POUND • � �C • ' Exposure C p 2x4 where length = 8' - 0" or Iess. . . Stud grade or better ARCH . ARCHITECTURA� I . D . INSIQE DIAMETER • �� Seismic: Zone 1 2x4 where length = over 8' - 0". . . . . . . Standard grade or better ANCH . ANCHOR L ANGLE (STEEL) ���� � �� 2x6 and larger (all lengths). . . . . . . . . . . . . . Stud grade or better BASM ' T BASEMENT LLV LONG LEG VERTICAL paroeeo.H� �� Ail other visually graded dimension lumber structurai elements: BM . BEAM L. P . LOW POINT wuw ai�se.i� 2x4 and larger. . . . . . . . . . . . . . . . . . . . . .: . . . . . . . . . . . . #2 grade or better BOT. BOTTOM LAM . lAMINATED � s�.aa�t GENERAL NOTES Visually graded timber structural elements: BLDG. BUfLDING MAX. MAXIMUM � l�►�fs�.e� , _ 5" x 5" and lar er. . . . . . . . . . . . . . . . . . . . . . 2 rade or better C. L. CENTERLINE MIN . MINIMUM _ �°` �a'�°°d'°°m 1 . Contractor shall field measure and verify aU existing conditions and dimensions • g " " " # g , 3. Sill plates that are in direct contact with concrete or masonry 'foundation shall be CMU CONCRETE MASONRY UNIT MISC. MISCELLANEOUS ��� �� at job site. �.� ao ni�o . . , treated with Zinc Borate preservative. Substitution of alternate preservatives shail be COL. COLUMN N0. NUMBER 2. In case existing conditions or dimensions vary from those shown on drawing , sub 'ect to En ineer review. Products treated witn Alkaline Co er uaternar �'°�``` Contractor shail notify the Engineer so proper adjustments can be made. � g . �, . „ pp Q . , y CONC. CONCRETE O. C. ON CENTER „ „ compounds ( ACQ) or Arsenic compounds ( Wolmanized ) shall be prohibited. CONT. CONTINUOUS O. D . OUTSIDE DIAMETER `y- , 3. The requirements of the latest edition of OSHA Construction Standards shall 4. Solid - sawn rectan ular lumber beams rafters and oists shail be su orted latera (i t ' ` be com lied with 6 ail contractors fabricators and su liers. . 9 , , J , , PP Y o CTR D CENTERED PCS. PIECES . P . y . . ' pP , prevent rotation or lateral displacemen # m accordance with Section 4. 4. 1 of the NDS. d NAIL SIZE PENNIES PL. PLATE A�I7R & ASS(?CLATFS 4. During erection of the budding , the contractor shall be responsible for temporary � � , r, �. .. � U � T � � �� � Nt• � ntEH � bracin to withstand all loads to which the structure ma be sub 'ected includin 5. Ali steel 'connectors for timber framing shall conform to the Structural Steel General D . A. S. DEFORMED ANCHOR STUD REQ D REQUIRED assi siSCsTx�ET lateralgloads, stock iles of materials and e ui ment. Sueh bracin � shall be left g Notes. D . F. DOUGLAS FIR SECT. SECTION souL.DER, co aosoi p . q p . g 6 . Lead holes for lag bolts shall be bored as follows: DIA. DIAMETER SIM . SIMILAR sos-a�aa-9i2i in place as long as required #or safety and until ali structurai framing and A. The lead hole for the shank shall be the same diameter as the shank DIM . DIMENSION SLV SHORT LEG VERTICAL pROrECTrro. o6os4 ' diaphragms are in place wi�h connections compiete. , „ . „ . . and the depth shall be equai to the length of the unthreaded shank. DN . DOWN SP . SPACE 5. The term provide as used herein shall mean that Contractor shall furnish and B . The lead hole for the threaded ortion shali have a diameter e ual to D�. DITTO SPEC. SP CIFICATION ' install said item , construction , equipment, materials, etc. , for a complete, finished 60 to 75 ercent of the shank diameter and a len th e ual to at E installation . > DETAIL SQ. SQUARE Seal P 9 Q D TL. ; least the length of the threaded portion . DWG. DRAWING ST. STRAIGHT y al drawings 7. La bolts shall be instelled as follows: �t�������l11161lA1U//�//r� 6 . Contractor shall check and verif ail dimensions shown on structur � , , EA. EACH STIFF. STIFFENER ����� N C, e i✓�� with tF� ose shown on architectural drawmgs. A. The threaded ortion of the bolt shall be inserted in its lead hole b E AND W EAST AN WEST � �`�� O�'; . . • . e . *� °!i , p , , Y D STD. STANDARD ,� � ,s •. G � 7. Controctor shall notify the Architect of any discrepanaes between architectural and � ,• �, sT �, .� -.l turning with a wrench , not by driving with a hammer. E. F. EACH FACE . STRUCT. STRUCTURAL � • P � ° °- structural drawings and receive written clarification of discrepancies before proceeding � ° � = with construction . H , Soap or other lubricont shall be used on the bolts or in the lead hole E. W. EACH WAY SYM . SYMMETRICAL � o ; w . . . to focilitate insertion and prevent damage to the boit. EI . ELEVATION T AND B TOP AND BOTTOM = � 0 15� 9 , �- ` 8. Proprietary designations 'for framing members and connectors are used in these - � �� ��, ` , , , , 8. Sheathing paneis shall be identified with the appropriate trademark of the American ENGR. ENGINEER TEMP . TEMPERATURE BARS � °.°-� � �A� ; � documents. Substitution of equivalent products by alternate suppliers subJect to Plywood Assaciation , and shall meet the requirements of the U . S. Product Standard EQ. EQUAL T. O. F. TOP OF FOOTING ;,�'��s, �`�� �� Engineer s approvaL PS1 - 74 or National Research Board No. NRB - 108, latest edition . EXIST. EXISTING T. O. S. TOP OF STEEL p�$�' •°'QNAo��°`Q �O`��, 9 . Alt details referenced on plan shall be considered typical unless noted otherwise. 9. Roof sheathin shall be 19 32" thick APA Rated Sheathin Exterior with s an ratin �`�'f���� CQ����P��`'�e EXTERI OR TYP. ,��1f�9 10, ` Constructed conditions shall not vary from the dimensions and configurations 40 20. Sheathin shall be laced with 8' - 0" dimension ger endicular to olst framin FDN . FOUNDATION TNPICAL T �H ' '�f Pp��6EQl'�e�������i1 I 9 P P P J 9 � U . N . O. U LESS NO ED 0 ERW SE defined in these` drawings . without written confirmation from the Architect or Engineer. stagger joints. Panels to be continuous over two or more spans. Panel end joints FIN . FINISHED VERT. VERTICAL 11 . Where shop drawing submittals are required, they shall indicate member sizes, end shall occur over framing . Allow 1 /8 inch spacing at panel ends and 1 /4 inch at panel F�R . FLOOR W. F. WIDE FLANGE conditions and connections ' where appropriate, and the location at which each type edges unless otherwise recommended by manufacturer. Nail at all supported edges FT. FEET W. W. F. WELDED WIRE FABRIC of inernber wiil be installed. Photoco ies of roduct catalo a es are not sufficient with 8d common or alvanized box nails at 6 " O. C. Naii at intermediate su p ' p g p g g pports at FTG. FOOTING WD . WOOD documentation that the intent of the construction drawings has been understood. 12" O. G GA. GAGE N AND S NORTH AND SOUTH Review of shop drawings by the Engineer does not relieve the contractor of ' 1O. All floor sheathing shail be 23/32" thick APA Rated T&G Sturd - l - Floor, Exposure 1 , with GALV. GALVANIZED � responsibility to follow all requirements of the construction drawings. span rating of 20. Sheathing shall be piaced with 8 - 0 dimension perpendicular to � : joist framing , stagger joints. Panels to be continuous over two or�� more spans. Panel P ' end joints shail occur over framing . Nail ail supported edges at 6 O. C. Nail at EX LANATION OF SECTION MARKS � intermediate supports at 12" o. c. Nails to be 10d deformed shank. Glue plywood to � FOUNDATION GENERAL NOTES . . Z ' - �oists per American Plywood Association Glued Floor System Publication #6 SECTI � I� . n . . . . . . . . . . . . , . . . . . . . , . . . . recommendations. � 1 . Foundations are designed using presumed bearing values noted below. Contractor 11 . All exterior walis shall be sheathed with 15 32'� thick APA Rated Sheathin , Ex osure 1 . � . o = shall provide written open excavation inspection reporf by geotechical engineer Nail at all su orted ed es at 6" O. C. Nail at intermediate su orts at 12" O.C. 2 3 � ' registered in the State of Colorado prior to forming or placing foundation concrete. Nails to be 8dPcommon9 pp Foundation sizes sub ject to change based on report findings. Contractor shali 12. All - nailin shall be in accordance with IBC Table 2304. 9. 1 unless shown otherwise. . g . � . „ . FIRST STRUCTURAL SHEET STRUCTURAL SHEET WHERE � follow ail recommendations of report. . 13. Built- up sawn lumber beams shali be assembled with 2- 16d nails afi 32 o. c. mto the 2. All footings shall rest on solid undisturbed soil . Assumed maximum design face of each solid lumber ply, unless noted otherwise on the drawings. WHERE SECTION IS TAKEN SECTION IS DRAWN 0 � bearing capacity is 2000 psf. 14. Where overframing is noted on drawings the lower level of framing and plywood shall be 3. No footings shall be poured before ' observation by Engineer. first constructed . The overframed area shali be buiit up of 2x6 or lar er lumber over � � . g � 4. No concrete shaU be poured in excavation contain ►ng water or on frozen the roof piywood . A second layer of piywood will cover the built up #raming and form ground. the final roof elevation . Support overframing columns, knees and cripples on 'oists and � . J • � � 5. In case conditions found at site vary from those indicated on the drawings, trusses below, not between on plywood only. the Engineer is to be notified so he may ad just foundation to 15. Framing for all exterior walis to be 2x6 t� 24" o. a typical uniess noted otherwise. meet field conditions. Studs are to be one piece continuous from floor- to - floor or floor- to- roof. � � 6. Backfill shalf be placed against both sides of walls simultaneously. 16. All Microltam beams are to conform to sec�ion & material ro erties of " 1 . 9 E � Microllam LVL (2600 Fb )„ as manufactured by Trus Joist MacMillan . Installations of 0 buiit- u Microllam elements shall conform to manu #acturer' s s ecification . � CONCRETE GENERAC NOTES p • • P S � 17. Lumber for all glued - laminated beams shall be Douglas Fir or Western Larch . For STRU �' T � RAL � � Aw � NG � N � EX O � ' . simple span beams use combination " 24F- V4" as defined in the " In #ernational Building O i . Material and workmanship shali be in accordance with the reqwrements of " �� . . . ; Code , latest edition . For continuous and cantilevered beams use combmation � SHEET NUMBER SHEET CONTENTS O L"� " Buiiding Code Requirements for Reinforced Concrete" ( ACI 318, latest edition ) . " 24F- V8" as defined in the "International Building Code" , latest edition . ` � 2. All concrete shall have a minimum compressive strength ( f' c) of 3Q00 psi at 18. All framing to conform to the specifications of latest IBC section 2304, unless noted the age of 28 days. otherwise on lan or detaii . � 4 � ' 3. Reinforcing bars shall be deformed bars and shali conform to ASTM A- 615, p . . ,� �JO . � C � �/ ER S �"'� EET � 19. Ali Parallam beams are to conform #o section & material properties of 2. 0 E Grade 60, except os noted. All stirrups and column ties shall conform to �� S1 0 FOI� ND/�T � ON AND UPPER LEVEL FRAM � NG PLAN ASTM A= 615, Grade 40. : Parallam PSL ( 2, 900 Fb ) as manufactured by Trus Joist MacMillan . . U 4. Bar bending details and placing drawings shali be in accordance with the ; 51 . 1 ROOF f RAMING PLAN � "Manual of Standartl Practice for Detailing Reinforced Concrete Structures" PR A �, ,� � ( ACI 315, latest edition ). EFABRIC TED WOOD I JOISTS S2 . O FOUNDATION DETAILS 5. Where welded reinforcement or ` deformed bar anchors are indicated on the . . . . . . . . . 52 . 1 FRAMING � ETA � LS � drawin s, steel s ecifications and weldin shall conform to the " Structural 1 . Prefabricated �oists shall be by Trus Joist Corporation , Louisiana Pacific or approved 9 P . „ g . equivalent and shall have the depth , span and maximum spacing as shown on the Welding Code - Reinforcmg Steel , AWS D1 . 4, la #est edition of the American structural framing plans. Weiding ' Society. 2. All brid in , blockin and other accessories shall be furnished b the 'oist 6 . Provide bar supports and spacers to place all bars in proper location , and 9 9 9 Y , 1 wire adequately at intersections to hold bars firmly in position while concrete manufacturer and installed in strict accordance with monufacturer s recommendations, g,��; is laced . and as shown on the drawings. Q p 3. Joists shall be designed to carry the live and dead loads as indicated in the contract 7. Bar supports and spacers which rest on or against exposed surface shall be documents. Floor and roof 'oists shall conform to the deflection criteria as s ecified ' hot- dipped or galvanized. � p � 8. Continuous bars shall Jap and dowels shali project adequately to provide a by the manufacturer. � Class A splice, but not less than 12 inches unless noted otherwise. 9 . Do not splice at maximum stress location"s. . STRUCTURAL STEEL GENERAL NOTES 10. Welded wire fabric shali conform to ASTM A- 185 and shall lap a mmimum of one full mesh plus 2 inches at side and end laps and shall be securely �, . . . �� , , 1 . Ali steel shail conform to the Standard Specification for Structural Steel ASTM wired together, unless otherwise shown . Desi nation A36 , latest edition , exce t as noted otherwise. Wide flan e and 11 . Where lap splice lacations of horizontal bars are not specificaliy noted on , . WT sections shali conform to ASTM Designation A992. Steel pipe shail conform � . the drawings, lap spiices are to be staggered. to ASTM Desi nation A53 T e E or T e S , Grade B . Steel tubin shail 12. Concrete cover for reinforcement ( unless otherwise noted ): conform t ASTM Desi nationpA5Q0 Grad ) g A. Concrete poured against earth . . .. . . . . . : . . . . . . . .. . 3" . . o g � e B. �� . 2. Afl detailing , fabrication and erection shali conform to AISC Specifications for B . Concrete poured in forms but exposed to weather or earth Structural ' Steei Buildin s° and the AISG ° Code of Standard ' Practice for Steel ' ' 1 . #5 bars or smailer. . .. . . . .. . .. . . . . . . . . ... ... . 1 1 2 . . . �� g � „� Buildings and Bridges , latest editions. � 2.� Bars larger than #5. . . . . . . . . . . . . . . . . . : . . . . 2 . . . �� . IesaeDabea: ,, 3. Bolted fieid connections shall be made wi #h 3/4 diameter ASTM A325 bolts. , C. Slabs and waiis. . . . . . . .:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3/4 . . . . . . . ,� . . „ 4. All welding shail be done by certified weldin operators, who each hove m their 13. Aii cement used in foundations shall be Modified Type IL . . . �, . . . _ �� n . • . . . . . possession current evidence of passing the American Welding Socie#y St�ndard A 02.06.06 . owneri+evtew 14. See architectural , mechanical and electrical drawings for additional openmgs, Qualifications Tests" as detailed in AWS D1 . 1 . Welds shall conform with " AWS , depressions, curbs, floor finishes, inserts and other embedded items. . �� . . ' "B" 04.27.06 : ownerrevtew . , . . . . Structural Welding Code ( AWS D1 . 1 ) , latest edition . 15. Where other rem #orcing is not requ �red by the drawings, provide 1 - #4 bar , at all sides of and ad 'acenf to - ever o enin which exceeds 24" in either 5. Weld sizes not otherwise shown shall be minimum continuous 5/16 inch fillet C" 05.19.06 : DRB subnuttal , , � 1 „ � Y P . 9 , welds. , direction . Extend bars 24 beyond each side of ' opening . 6. All weldin shall be done with AWS A5. 1 or A5. 5 E70 XX electrodes unless noted "F" 07.10.06 : 't 16 . AU concrete shall have a minimum cement content of 470 Ibs. per cubic g �' ard un (ess otherwise specified . Cement shall consist of no more than otherwise. Y 7. Shop connections shall be weided unless noted otherwise. 20% fly ash . . 8 . E uivalenf welded connections mo be substituted for bolted connections sub 'ect • 17. Calcium Chloride shall not be added to concrete. to the En ineer' s a roval . Y J S1� ZYtle. 18. Cast- in - place steel anchor bolts shall conform to ASTM F1554, Grade 36, 9 pP unless noted otherwise. COVER SHEET �«� No: 06054 Sl�eet xo: • a 4mmb V A � Ina uahtt�aE� � plem�rs ; . . t . . . . . . . . . . . . . � . � . � � � . � � . � . . � . . . � � . � � . . . . . . � . . . � . . . � � . . . . � . � � . �. . � . � .. . - . . . . . 9 ' - 6 " 24' - p » SEE ' SEE ARCH SEE ARCH ARCH 1 3/4x11 7/8 Ml. � ( 12) 2x6 COL. N � rJ - PACK SOLID �, �'s �J 1 1 7/8" TJI/210 p� � � r- FULL HEIGHT � `�'� JOISTS AT 16 " O . C . '� T. O. WALL •- �J S1 . 0 S2 . 0 lG f� S1 . 0 S2 . 1 ,�+ ' EL. = 57 ' - 3 " �n I �` S1 .Q S2 . 0 � _ 6 � � ^�+ � ., � c� , S 1 . S2 . 0 ti-��O = � � � � ,Z,S�' �J� TO WALL - � - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - J� _ S1 . 0 S2 . 1 0o aaW12x45 � �� �Ci • � � _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ _ _ � _ � � �/ � � � � � � � � � � � � � � � � � � � g� EL. 57� g ,� _ _ _ � - --- - - - - - - - - - - - - - - - - -- - - - - - � � � � � � At�chitects & Planners T.O . WALL> >� C° \ T.O. SLAB� AT�� OPENING � � EL. = 57 -3 6 �� - - - -- \ EL. = 58 - 0 4, / � ( � � ' � �a°�°0o °a�� B.O. FTG. , ,� 4' � � � � � EL. = 52 -0 , �( � I � T. O . WALL� ,� S 1 . 0 S2 . 0 / I � : � c� \ � , �ao� sa9.aao4 I I � S1 . 0 S2 . 0 / � � EL. = 5Z -9 SIM . ✓ m o 1 3/4x1 1 7/8 M � r- .- 1 3/4x11 7/8 ML � �� ��� � � 4,� CONC . SLAB -ON - GRADE � � I \ STEP T. O . � \ I , ' � � � / / � � Q � WALL I � I 2 / � S1 . 0 S2 . 0 ~ �' 3 soe.eam.�no.esou.zo: W/W.W. F. 6x6 - W1 .4xW1 . 4 \ I � `�' w � ( S 1 . 0 S2 . 0 � �- F- 0 S 4, w.�. 00 eieao W 4 I � I - � I � � � , � I 8 � a ��, N � � / � � o S1 . 0 S2 . 1 _„ . S1 . 0 S2 . 0 � � I � a / 8" � S1 . 0 S2 . 1 ♦ X � I I � � T.O. WALL� �� \ p �r N TYP. AAI7R c� ASSC7CIAT�S T.O . WALL � I EL. = 58 - 6 \ -� � � �� I I �: r.a � yu � riNa tNa: ineetis EL. = 57' -9 "- � � � � T.O. SLAB �� � � tn ! 1 - 4 � � � 2ss1 3 � sc s�ET - �'` � � � EL. = 57 - 9 � �_ � m Z / � I � � �j �,j SOULDER, CO 80301 r � /\ � 8.� . ��'i. , �� \ 3 � � Z Cj O 303-444-9121 N I � � / \ �, � EL. = 54 -0 v�i o � � � S1 . 0 � -= BLOCK SOLID Pxo�cT No. o6osa. � � � $ \ \ / I I � S2 1 ¢ co � � WITH JOIST MATERIAL : 8 �, � STEP T.O� 1 ' - 4" J � � / � w � TYP . x UNDER FIREPLACE ABOVE r � ' ,> r : WALL � / .� � T. O . WALL N p ¢ ° ¢ Seal I = 1 - 4 � � � ( � � � EL. = 61 , ,��, p cn � tn \\1Villilllitlt/ ''`� v I ' � REMOVE EXIST. } / � � ( � c~i� r~ry ��\�,���`� G �p�ii�d� � ( / � � \ N ¢ FDN . WALL AS / � I 3 0 0 `/� ������0��� 'sT e;�C'' ���%�r w ( � � � REQ � D. FOR NEW � ( / � � o � � � , . � � W 3 � � FDN . ' WALL AND \ � � \ \ ' ° 2 ° �` � P G � �. �� � M �y N / � � � N _S1 . 0 S . 1 N FLOOR SHEATHING - = �' e.� 154��9 wq �- ` S1 . 0 S2 . 0 ( / SLAB - � N -GRADE \ I � . ,� � � p � � � 1 / � I � STEP T. O . � ' � � I lNSTALLA�'ION � . . � . . . � . � . . . . � � . . _..:. � � ._._. _... ._._. .� ��.. � � _ �.. ._.. . .� _.__ � � / � � . � . . . �\ . � . . . . . . I � � . . . . . . . . . . . . � � ~ . . . . . ~ . � . . . . � . . . . r'rr °SS'/O !��''°� O `..�' Z / WALL Z �^ � » � -� SEE GENERAL fVOTES �. �p� � f�;� ; � � � I � �. .� _ _ ..._.. .. _. _� _� ..._ _ ..._ _ -�� _.... .� :� � � - � ,�r`-Tj�,�O+ NA� �Q�PQ�``� Z � ,_.._. � .� ^ � / (� � z -�_�___. _ � � .�l,lr.,, , F CQ1- •�,,`�� � _. ._ _. , ...... � _. T -�� 4» CONC�SLAB - ON -GRADE � � � r= � � S1 . 0 S2 . 9 �������i�tttsiA������e��e� cn z I � I � \ cn � REMOVE EXISTING w N � � \ ( I / / I � W/W.W. F. 6x6 - W1 . 4xW1 . 4 � ( T. O . WALL� �� � �x I -�A�L-�:-Ta'-P . � .- ,- �- e- � � EL. - 58 - 6 c� 6 ~ � 3 .� 1 � � / { i 4' - 8 "x4' -8 "x12'� ' � - � DASHED LINES � 1 � � � / I � Fi'G . W/�6) #5 E.W. � � � � _ S 1 . 0 S2 . 1 ,� � � I ( � / ! �- - - - - \ � � 8 . 0. F7G . � BL�CK SOLID ^�+ io I T. O . WALL / ° � � I T. O. .SLAB � ( EL. = 54' - 0" WITH JOISI' MAT RIA ''�+ � _ , _ „ � / l � � _ . _ „ \ I � � � .--- E � �SJ� � � I i EL. 58 6 ( - .� ._ a � � ,.. _ � � � w � �_ .� �EL. - 58 5 _ _...: .� �� z UNDER WALL ABOVE .� o�, z w 1 � I � - - � - - � V/ � _______ ____ B .O . FTG � � .� _ � " _ .w _. __ I � =�- h � I � I _ , „ � �, - _._. ._.._._._____._._._.__ � �, �..�i , EL. - 54 - 0 � I - - � _ -1- i � � x --- ---�- x � � ( 2 ' 3 1 /2M � L � � � � -- ----�-�-----�-�--- w � OVERFRAME EXISTING SLAB ON � � I ( � ( __�_.�_. _ O a GRADE WITH 3/4 SHEATHING ; 7 ' -' � O � REMOVE EXISTING WALL • ON NEW JOISTS AT 16 O .C. . f ) i S1 . 0 S2 . 0 � I � � EXISTING � -_;_.____- _ --- _____...�._ TAPER JOISTS AS RE UIREQ � I AS NECESSARY FOR �. Q f � I I NEW WINDOW OPENING DBL. 2x1 Q �j TO ACCOMMODATE SLOPE OF ( I f �,c� I f I - SEE PLAN NOTE 7 FOR � _ ..� �.. O EXISTING FLOOR SLAB. ` � - , � ADDITIONAL INFORMATION EXISTING '� '""� - NOTE: ; DEPTH OF JOIST IS ( � I / i � G i � ( - `-- ML BEAM � � AS REQUIRED T0 BRING TOP � � x �.� . -�----�- U -H , � OF NEW SHEATHING TO SAME I � � � o I I � ^ ELEVATION AS ADJACENT FLOOR. 1 � � OVERFRAME EXISTING FLOOR WITH SEE ARCHITECTURAL DWGS. FOR � � 3 4" SHEATHING OVER NEW JOISTS � �� ~� • � � � � l i � ,. • FURTHER CLARIFICATION . � AT 16 O. C . . JOISTS T0 BE _.�. �. :�... . .. __ � � 1 � I � � -0RIENTED PERPENDICULAR TO � I NEW 2x10 � � � � � EXISTING FLOOR JOISTS. EXISTING �� AT 16 O. C . __�__..___� O � � � 1 f ► - NOTE: DEPTH OF JOIST IS AS STAIR , �■�I ( 1 1 � RE UIRED TO BRW T P OF NEW . � �■q � 1 E � Q c o N� 4 � SHEATHING TO SAME ELEVATION AS � EXISTING � � � � F � 1 � � � � � I � ADJACENT FLOOR . SEE ARCH . DWGS . ---_--- , WALL BELOW ' 0 � � FOR FURTHER CI�RIFICATION . - O [� � ; , � � � � I l _ _ ---- EXISTING COL. � � / � I I - ► 3 _ _ O � � _ _ _ _ _ _ - __. ___.. - � � � _.� --- .�_ T�".�_�._ � i � � � ._ .� _._._ �.. _ _._.. � � .._ .._ _.... � } � NEW DBL. , !�'� 1 � { (`-- { � __ - - - --- a _� 2x10 _ !�� i { { , _ .._. `�. • � # I � � � _ � 14' - 0 "t 1 � _ �__._. __-!__ � l � I � 1 { - � , ; I � � � __-__ ._ ._._. �._._�_��_. � � � TOP OF EXISTING j .:-.�..� -- - ; ( FLOOR FRAMING ( I � I - ____,._._..�. , � EL. = 58' - 6 " � � ` � � � � � _ � ; Revie�ame: I I ' - , -- } E j 0 , ; i � � � � � � - -� ----- --- � I � � .__._ __._- �. __. I i + ( � Q I 1 � � _._._ _ .�... .� �-� �! � _.:: _ _ ._. .. � ._ .�. ._.. _ _ � �� _..._ .,_. __ _.: �.; ._: .�_ ._ ._.. �J � 1 _ _�. .. i � I 1��-�-----�-------�------ �-- -------T-- ----�� 3 ._ � � .� � � � I 1 _ - ___. _ .� _ _. .�.. _ .__. _- ._ - ._ _ -. _-_._ __ __ - ____� - �- ----- I � i � � � � � � t � - l ��` . I � , � � I � � � I ---r� _�-- ► I 1 - � L. �. _.._ _ _. __ _ _ ._ J - ----- .__._ � _.:. �.. _ _ .�. � _ _ , � t___ ___ _ _ -. __ _ - _ _ .� isa�e nates: : "A" 02.06.06 : owner raview "B" 04.27.06 : o�vner raview � � � C" 05.19.06 : DRB submi "F" 07.10.06 : perant - FOUNDATION FIRST FLCJ � R , FRA �IING PLAN UPPER LEVEL FRAMING PLAN s� �: � PLAN NOTES: 1 /4„ = 1 , _ 0" 1 /4" = 1 ' - 0" 1 . SEE GENERAL NOTES, SHEET S0. 1 , FOR ADDITIOPdAL INFORMATION PLAN NOTES: A� N FOUND O AND REQUIREMENTS. L SE� GENERAL NOTES, SHEET S0. 1 , FOR ADDITIONAL INFORMATION 2. SEE SOILS REPORT FOR REQUIRED PREPARATION AND TREATMENT AND REQUIREMENTS. A �� T � OF FOUNDATION SUBGRADE. 2. PROPRIETARY ENGINEERED LUMBER PRODUCTS ARE SHOWN ON THIS l"�1VL V �"PER 3. STEP TOP OF WALL DOWN AT ALL EXTERIOR DO�RS AS REQUIRED PLAN . ALTERNATE PRODUCTS ARE SUBJECT T0 ENGINEER 'S REVIEW. FOR SLAB T0 POUR OVER THE WALL. DOOR LQCATIONS ARE NOT 3. ROOF COLUMNS THAT TRACK TO THE FOUNDATION ARE NOT SHOWN ` �T DEFINED ON THIS PLAN . COORDINATE ALL DOOR LOCATIONS WITH ON THIS PLAN . TRACK COLUMNS ABOVE T0 THE FOUNDATION WITH � v � ARCHITECTURAL DRAWINGS. SEE 4/S2. 0 FOR ADDITION ,4L INFO. SAME SIZE COLUMN . SEE DETAIL 7 S2. 1 FOR BLOCKING REQUIREMENTS j� � �� �T 4. CAST- IN - PLACE ANCHOR BOLTS REQUIRED ALONG SILL PLATES FOR AT FLOOR. / WOOD FRAMED WALLS. SEE 1 /S2. Q FOR ADDITIONAL INFORMATION . 4. P N RATi T R H AN FA T R R NF RM j:'itl"ilrlll\ G 5. SEE DETAIL 6 S2. 0 FOR TYPICAL SLAB CONTRACTION JOINT DETAIL. E ET ONS H OUG M U C U ED LUMBE SHALL CO 0 / T0 MANUFACTURER ' S SPECIFICATIONS. � *T 6 . SEE DETAIL 5/S2. 0 FOR TYPICAL FOUNDATION WALL INTERSECTION 5. SEE ARCHITECTURAL DRAWINGS FOR TOP OF FINISHED FLOOR PLCl1�I AND CORNER REINFORCEMENT DETAIL. ' ELEVATIONS. 6 . TOP OF STEEL BEAM ELEVATION SHALL BE 2 1 /4" BELOW TOP OF PLYWOOD ELEVATION , UNLESS NOTED OTHERWISE. RAISED OR . DROPPED BEAM ELEVATIONS ARE SHOWN THUS: ( + /- ---�� ) , ProjectNo. AND INDICATE ELEVATION RELATIVE TO TYPICAL TOP OF STEEL CONTRACTOR MUST CONFORM TO THE REQUIREMENTS OF THE ARCHITECTURAL ELEVRTION FOR THIS LEVEL. DRAWINGS AND THE STRUCTURAL DRAWINGS. SIGNIFICANT ASPECTS OF THE O�OS4 BUI �DING GEOMETRY MIGHT BE SHOWN ONLY ON THE ARCHITECTURAL DRAWINGS Wii'HOUT SPECIFIC REFERENCE ON THE STRUCTURAL DRAWINGS. IF A CONFLICT . EXISTS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS, THE CONTRACTOR She� Na IS REQUIRED TO NOTIFY THE ARCHITECT PRIOR T0 CONSTRUCTION . 1 . � p a 4mmi v A 8 kio a►ahit�ob � pi�mw� ; � d �, � , , : 0 ' � - A InC . V , ,� Arcbitects � Planners (3) 1 3/4x11 1 /4 ML TYP . �aeomo.� sr� v.n w ai�.ir� , C S 1 . 0 S2 . 1 c� �.aoc+�� ,-- - - - - - - - - - - - - - - --. am� ��7�d1419�.lL94at�.eam DORMER FRAMW � —TYP. EACH DORMER � I soB.�a�nos�zaz � 3 2x10 � .- ( ( 1 ) 2x10 0 I x I . ;.� � ^�_i ' AALJF & ASSC}CLAT�S �: . � . . . � � . � � � � � . . . . . � � . � � .. : . . . � .. . � . �. . . � . . . . . . . � . � . . . . . . . . . . � . � . . . . . � � . . � � . � . . . . . . . � . . � . � . � I I - �' . - � . . . . . . . . . � � . . . C: r,. t� SULTiNti tNC: IAEEI: `_� . �— 2551 31st STREET � 3 2x10 v � S . 1 S2 . 1 � S1 . 0 52 . 1 BouL.DEx, co 8o3oi U 2 2X10 303-444-9121 � � p � � PRO7ECT NO. 06054 � � � H V N � _ � � Q �, $� — - - - - - - - - - -Q • O _ _.� , Q � � N .���4'���dtlllllil/If/////�i/� � x c� ° (2) 2x10 . ���`�� � ��1 C. g,� �ii�� CV e- X `�� ��`° � 4ST � �'� � /% N a' �`°P o•'�' � SEE SHEET S1 . 0 FOR > ` °, = LOW ROOF FRAMING � � � � �I ���g �� �- �V - 4 _ _� �� �� . �`�; , � SIM . ROOF SHEATHING � �, �� l�Q � 1 . 0 52. 1 SEE GENERAL NOTES �-�� �°.�rQNAI.E�.aq���� I -`: _� r. x �'.�.�,;f,�'t�� ���p4�`����'�~ , I x � �"c`�'A'�l)���aii6ti\\\!��»� \� � � � O _ U O � � co A 1 � V/ ¢ � CONTRACTOR MUST CONFORM T0 THE REQUIREMENTS OF THE ARCHITECTURAL o � DRAWINGS AND THE STRUCTURAL DRAWINGS. SIGNIFICANT ASPECTS OF THE -- - ,- �o � BUiLDING GEOMETRY MIGHT BE SHOWN ONLY ON THE ARCHITECTURAL DRAWINGS � x _� �. �.._..� _ WITHOUT SPECIFIC REFERENCE ON THE STRUCTURAL DRAWINGS. IF A CONFLICT U � X ST TW N AR HIT AL AND STRUCTURAL DRAWING T CONTRAC � O E 1 S BE EE C ECTUR S, HE TOR O ` IS REQUIRED TO NOTIFY THE �.RCWITECT PRIOR T� CONSTRUCTION . REMOVE EXISTING DORMER � � � O � � � � U REMOVE EXfSTING WALL }� (� ,, AS NECESSARY FOR ` � �F/ NEW WINDOW OPENfNG � 1 • � ' � 2x6 OVERFR � ING : � � — FRAME T0 N �W � I RiDGE BEAM 'S SH�WN 4�1 — SEE GEN . TES � �, � 1 3/4x9 1 1 /4 ML AT 16 O .C . � � LEVAt10N TO MATCH EXISTING ADJACENT ROOF O � � � � H � � � � EXISTING ROOF FRAMING � q TO REMAtN Q , , � - � !'� : !�1 • � � EXIST. RIDGE BEAM � � 11 � S1 . 1 S2 . 1 � , 1 , Revistons. � � � � , � 0 ; / / � � /� I r . � ` � � 1 . \ . �.._.��_._ __-___. .- � Iaeine Dabes: � : "A" 02.06.06 : owner review , "B" 04.27.06 : OwIIe� iteVUw . � � n • ' � — C 05.19.06 . DRB submrttal "F" 07. 10.06 : permit S1� TIt1e: RQOF ROOF FRAM I N G G P LAN �, _ , „ 1 /4 — 1 — 0 . PLAN P_LAN NOTES. 1 . SEE GENERAL NOTES, SHEET S0. 1 , FOR " ADDITIONAL INFORMATION AND REQUIREMENTS. 2. COLUMNS SUPPORTING RIDGE BEAMS, VALLEY BEAMS AND HIP - ' BEAMS SHALL BE ( 2) 2X6 , UNLESS NOTED OTHERWISE ON PLAN. COLUMNS SUPPORTING LWTELS SHALL BE BUILT— UP KING STUDS AND TRIMMERS. SEE 1 /S2. 1 FOR ADDITIONAL INFORMATION . 3. PENETRATIONS THROUGH MANUFACTURED LUMBER SHALL CONFORM _ TO MANUFACTURER ' S SPECIFICATIONS. PmjeckNo: - �6054 sh� xo: 11 . S . 0 2�i v A 8 Me udVt� � plaerw�� _ �� STUD WALL EXTERIOR SHEATHING STUD WALL — STUD WALL FLOOR SHEATHING ATTACH TO PL. AT � � �2,�0 x10" + 2'' ANCHOR SEE GEN . ` NOTES �� 1 2"4 x10" + 2" ANCHOR 1 2"�b x10° + 2" ANCHOR p STUD WALL TOP OF CONC. WALL BOLTS AT 32 O. C. BOLTS AT 32" O. C. BOLTS AT 32" O. C. „ AND TO STUDS AS 3 STONE ON EXTERIOR SHEATNING PER GEN . NOTES 4 ' ATTACH TO PL. AT T. O. PLYWOOD EL. � SLAB ON GRADE 3" STONE ON STONE VENEER �� SLAB ON GRADE TOP OF CONC. WALL - SEE ARCH . � - SEE PLAN 3 S70NE ON - SEE ARCH . DWGS. SLAB ON GRADE BOTH SIDES SLAB ON GRADE ' AND TO STUDS AS - SEE ARCH . DWGS. - SEE ARCH . DWGS. T. O. SLAB EL. T. O. SLAB EL. VARIES _ , , � - , , ; � . � , . . � � . , . , . • , • _ T. O. WALL EL. -- T. O. SLAB EL. T. O. WAL� EL. T. O. SLAB EL. i � , , ; � ; , � - , , , . , , PER GEN . NOTES � SEE PLAN � , ; " ' ' SEE PLAN �� , � � , . . , , , , , , � ', , , - SEE PLAN , �,� � . . . � � ' � ' � � - SEE PLAN `� - SEE PLA � � ' � ' ° - SEE PLAN � T. O. WALL EL. � � ' ' . � � � � . , T. O. WALL EL. r � '' ' ' � " ='� . � . , � ' / � � a, ' � . , , .—.�.. , • = 6 BELOW \ aa ° � ��� SLAB EL. ' ' a �f�/� � _ � i � �\�\�\ � , �i � �\�\�� ; , ; , � ' ' T. O. SLAB � , • , \\ �� FLOOR ' JOI STS T. O. , , , , . , , . . � � � SEE PLAN � �� � � � � , ����� � � �� � � � . ° , , . ' , o , ������ � � �� SEE PLAN - SEE PLAN ° , � , . . . ;, , ; ������ ������ . � � � ������ , � p � � � � �/ e . . , � . . . . . , • , � �f ��� ���� ��. � , , `�\�\� �/�\ �� � . � a . . \����� �a : ��� T� ' STUD WALL a � ' �\ �` � �\�� �� , o .d �� ��� ���� /� .' . ' ': ' ' � �� ��� , � VAg 111C • : /\/\/� . �. , /�/ ���� , . . � \� � /�\/ ;e . \� \� � � ' �� � / , . \ ,da . V n n n `//\�j\// , � \/� \ ' /� �/ /� . � `/\ 1 2 � x10 -I- 2 ANCHOR / � � , . � „ e , , . � \ d ' ' : ' . ' ' , ��/��/ ; � ' , : BOND BREAK AT TOP OF WALL A1�C�11fi�CtiS � P�IICTB l n \/\/` �a . �� �j � �2 a � , , , . , a �� BOLTS AT 32 O. C. � � , ; BOND BREAK AT TOP OF WALL ���� q . 1 /2 PRE- MOLDED FILLER , � � ° e , , . „ ,� ' , � CONCRETE WALL - paeomo.s� t�s�t e a vtlt 00 ti6�l.1734 ����� � , , ; , a . ' ° � �2 .� PRE- MOLDED FILLER ,a ' .' ' „ SEE 1 /S2. 0 c�m �.m� SLAB ON GRADE �,! , _ , . � ° , SEE CONCRETE WALL �� � � ' � � FOR REINFORCEMENT � �t� s�� - SEE P�AN , ' CONCRETE WALL - e . � :° � ' CONCRETE WALL PLAN SEE 1 /S2. 0 SEE FOR REINFORCEMENT � ' SEE 1 /S2. 0 ; . . - SEE 1 /52. 0 w.m. w e�e�o P SEE FOR REINFORCEMENT FOR REINFORCEMENT ��� �� T. O. WALL EL. T. O. SLAB EL. LAN PLAN SEE PLAN AT SIM . CONDITION , OMIT STONE �1 � — SEE PLAN . . , , �. \ ' ' � � - � ' —SEE PLAN , . . , , , • .q . � • � � , � , � , , :• ! ` . �� ,�� ������ ,;, . , , A�i JR & ASSt�C;tATFS �/ �/ �/ �/ . � : • \���� . FOUNDATION WALL SECTION FOUNDATION WALL SECTION FOUNDATION WA L SECTION r= �. , S � �T , NSr � N �� , A � � � � �\, �\ �\ , , . , ., \/�\/�\/ 2 3 3A L 4 WALL SECTION 255 � 3 � StST�ET \/�\/�\ � " ' /� % S1 .0 52 . 0 3 4" = 1 ' - 0'� S1 .0 S2. 0 3 4" = 1 ' - Q" S1 .0 S2 . 0 3 4" = 1 ' - 0" 3 4" 1 ' - 0'� sovl.nER, co sosoi , �\\/ � , , ',' , � • ` \\\ � I � � $ 'I . O $ZA / PROJECT N0106054 ,, � , , , � . �� .� NOTE: SEE ARCH . DWGS . FOR rM "' DOWELS SAME . , � �' : \� / EXTENT OF STONE SIZE & SPACING AS � ; - ', ' . ' 1 /2 " PRE- MOI.DED FILLER 48 BAR FULL HEIGHT BARS , , � „ DIAMS. Seat . , , . , #4 AT 18 O. C. VERT. . , . iz;e�u��iiiTl�Uiiii - LAP WITN FULL .' , � ; CENTERED IN WALL , , , . , ► , � . . , , , ; .' . � R `\\�������� � Q 1������ HEIGHT BARS. ' , � . , , . . , . , . . , ., , ,. , , , . , , � . , - , ' ; ' � � ; : - .�;� � ,�• • •qU, '',� ' . . � ' • � . � . � �� , . � , � � , . . ' , . . . � , isrE ., � i � , , . , , , , . . , ; . ,,� , '� . , - . ;� ' ; ; , � � ;.' .; �.� ' � , . � EXfSTING WALL AND NEW FOOTING EXISTING CONCRETE BASEMENT WALL � :`� o. �;, '.' ,' ' � . � , , � • � .` ' 2- �5 TOP & � OT. . � � , . - , . , " `_ � _� CONC. WALL NEW 1 /2 PREMOLDED FILLER � � 154 9 �e �- W . , ,� r , . , ; _ _.. w . -- HORIZ. WALL - � � 7/.i nL;� � �. #4 CONTINUOUS ; �,� � , � . � , . ,, � • REINF. � p�s �� ,� � g „ „ �- . • � > � . , , PROVIDE DOWELS , � , • � ¢ � EXISTING CONT. CONCRETE FOOTING �'�-P� °sS�ONAL�� o�q Q ,�. , , : ; SAME S1ZE AND ; , , m ,s '�°'rf,,��'�cO��11 � P � ��4,P�4� ; , , - ' . SPACING AS HORIZ. BARS ; : . , � �' NEW CONCRETE SLAB TO MATCH ��r;�PQ?� COt-�,�.������ . . . . . . . . � • , , , ♦ • . . . . . . . . . . . . . . . . � � � . . . . . . � . . � . . . � . . � . . . . , , . . . � , � , EXISTING ADJACENT SLAB •�::t�ti�EB�i��1��� , , .' ' : • ; ; , , , ; � , , ' • . , , B . O. FOOTING EL. ' � : ,. , . , . ' � � ' � . , • , � ! � � , � EXISTING CONCRETE SLAB - SAW CUT . -.-_ � , . , '� AND REMOVE AS REQUIRED FOR NEW - SEE PLAN ' EQ. PLAN EQ. INTERSECTION _ ! � , ` �, FOOTING INSTALLATIO - l � � , SEE PLAN NEW FOOTING TO POUR TIGHT TO i ! � ; •t� � , . � , ' r ' . „ . . , , � 48 BAR -- ! i I --�—� , � . � : , . Z DIAMS. UNDERSIDE OF EXISTING FOOTING —. y , ,� � ' ' , a ' ' . , , � o � FOUNDATION WALL SECTION : �, -=f I . ° ��a / f / I -- ,�; w � 4� 1 , , . . . , , . - , . . . . , , - � d / �/ �/ �/ � � � � ,� � � . . , � ' �, � . �� � . . . ( ` \ \ \ i i � � � . { { �- �, _ � ,� , , , , , . . . ; � '� • . �, . : , . '� � � ` , ' . ; ' „ SLAB REINF. - SEE PLAN --- I I �-- { � I --— • . � � � ---- � I 1 — W S1 .0 S2 . 0 3/4 - 1 - 0 . � . , . . , , . NOTE: JOISTS SHOWN PERPENDICULAR TO , �, . , � . ' . � , . � � , . . • , � � - . . , /^1 8 SAW CUT - I � � � � � � ' .' ' . . ' . . . a� �',� ., ° ' ' °a ' , e � i �" � SLAB ON GRADE - CUT ALTERNATE BARS ' ' ' ' � - SEE PLAN � AT JOINT LOCATION ( I ' � � FOUNDATION WALL. WHERE JOISTS ARE a,. ' ° ' � ' � , � � . . '° ' � � , ' ,e4' : ' ' ' ' a - � � ¢ U PARALLEL TO WALL, BLOCK SOLID BETWEEN ¢ � �, � . � WALL REINFORCING F- ! — 1 �, 'd . � 'a , e . � . ' � � ,° ,, i .� � � � m , I ! o y - FIRST TWO FLOOR JOISTS AT 16" O. C. o0 0 ' ; , , PROVIDE CORNER BARS . , � , . , � ,� , �, � , ;, � � � -, , , �, , ' , ' . . , , : . . , ,' a �. , , , , � , , . � � - 4 1 I �, ,' a a ' . . , ; , , , a ' , , ! � � O - NAIL FLOOR SHEATHING TO FLOOR d- _ • , ; , . . , ' , . , , . � '. � ' ( ' ' ' F�� .. � � � � . � . . , ' •v . � � � ' � . SAM_ SIZE AND SPACING � � � , , , , , . , , , � � . : - ' � . . , • , , . . , , , , , ; , ' , ,' , � , , , , , . , JOISTS AND TO BLOCKING � ' , �, , ; . AS HORIZONTAL BARS ; , : . ' „ ' . , , ,' . , , . . , . ,' ; . • . . � . , . . e ' . . 1. , : ► . � ; � ; f � .� ' 1 i = , � ! � I R - � . . . � . . � . � .. . . . . . .. . . . . . . � . . . . .. . � � � � � . � . . � . . . . . � i V � , i � � � � � � � , � . � , � 1 � � � � � � � � ♦ � � � � � � v ' ' � � , � � . � . . . � . . . � +If k ft] � ) � � � . � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � • � � . , . . . . . . . . . . . . . . . �v ' � , 1�� ' � � � 1 - ' � e � ' � . � � ,0 � . • � ' �� � , � ♦ � �.� . � ♦� � . �' � ' , i � , . . . . � ,�' I � � ....__.. 1 � � "�'^' � � ._.......� � � � ........,_.. 1 � � �� � . �� � � . . . : � � . . O . . . � , CONCRETE , , ', , . � . , . , � � , , , ' , � ;� . ' � ; - ' , . ' � , ; � • , . . . SEE PLAN FOR FOOTING r i I ------ I l I � i ! i �l i � ----- 1 1 �2 O ,.�.� � , �, , , � . . , �, . , , �, � :, � . � � , , , . . . . . . . . , , , , . . . ' WALL • , , „ : � . � � , , . REINFORCiNG CL. � � . A CORNER — — — — _� - SEE PLAN U — _ rrr NEW FOOTING - ,. TTT— �Tf f � '- SEE PLAN • l..� � 5 WALL SECTION s SLAB CONTRACTION JOINT � PAD FOOTING SECTION � � S1 . 0 S2 .0 3 4" = 1 ' - 0" S1 . 0 S2. 0 _ � „ � �� „ , �� 4�1 � LOCATE JOINTS AT ALL RE ENTRANT = 1 - 0 S1 .0 S2 . 0 3/4 = 1 - 0 � CORNERS AND AS REQUIRED TO � � BOUND AN AREA NO GREATER THAN O � 200 SQUARE FEET. , / � o H � 0 � . � � � . � � �. o � 0 0 0 . � �: „A° OZ.O6.OG : OWIIBI I�BVICW , "B„ O4.Z�I.O� : OVYII�i �BYlOW : C" 05.19.06 : DRB submittal : "F" 07.10.06 : p�rmit She� Z�tla: : F LfNDATI�N O : DETAII.,S , �� No: .. ;: 06054 Sheet xo: 2 . . a 9Dmir V A e Ino arahlf�nf� � pl�m�r� ' , r . . . � . . . . .. � .. . � - � . . . . . . . . . .. . . . .. . . . . . . . . . . � . . . � � . �. . . . � . . . . . . . � . . � . . . . � . . � . � . � . I . . . . . . . /'�. � 2� � 3�4„ x9 � �4�� TIMBERSTRAND LINTEL — TYPICAL UN �ESS NOTED OTHERWISE ON PLAN DOUBLE 2x6 TOP BLOCKING AS REQ' D PLATE - CONT. gi � : i , , SEE ARCH. - ,�- - � i i DWGS. ► i i � ii � ' Z i i i � 2) 2x6 KING STUD - z NOTE: WHERE i i i TRIMMERS + ( 2) 2x6 TRIMMER w i i i (( 4) 2x6 TOTAL) TYP . p ` � �a WALL OPENiNGS i i i SHOWN SHADED �O ��J VAg� �C • ' EACH END OF LINTEL — FLOOR SHEATHING . ARE ADJACENT, i i i UNLESS NCITED OTHER = 5 Q. 2x NAILER RIPPED TO BEAM Archttects � Plsnnere o = USE TRIPLE i � � ' G F. �� SEE GENERAL NOTES = o KING STUDS i i i ROUGH OPENING WISE ON PLAN THUS : �� \�� 1 /4N OVERI HANG ON BOTH S1DES. WOOD BEAM — ��� i� � � U .N . O. ON PLAN i i i ;�. � �, �� � 2x NAILER f, r , c�'�ms4sao� ¢ ' I t � AX TACH PAI�R TO B�AA W HILTI SEE PLAN AND �; � v.n oo ai�ae.i� ' I � SfLL PLATE -�. DN 0 DER AC U ED — SEE 8/S2 .0 SCHEDULE BELOW �� � � � ��� ` w i i a FASTENERS C�D 8 O. C. STAGGERED MAIN BEAM — I �, �1� e�t: ��nu� ' __ _ FLOOR SHEATHING - ACROSS WEB SEE PLAN I� � �H„�„o.d,,�,� ( � n - - � ii i i i i i SEE GENERAt NOTES TOP OF � �� . w.ae. co :ieao FULL HEtGHT STUDS , `�C ;_. i i i i i - TYPICAL PLYWOOD ... i i i i i ELEVATION STEEL BEAM SIMPSON HANGER - _ i i i i ► SEE ARCH . - SEE PLAN SEE SCHEDULE BELOW SIDE BEAM - SEE A,�i )F & ASSC�CIAT�S i i i i i 2x6 SOLE PLATE SCHEDULE BELOW r� r,; t� yuLriNC; eNC� if� Eth. � i i i i i 3/4" FLOOR SHEATHING 2ssi siSc sTREET SCHEDULE sot.n.nER, co go3oi 1I III 303-444-9121 BEAM SIMPSON HANGER pRO�cT rro. o6os4 FLOOR BEAM - CRIPPLES AS REQ'D (-� -- FLOOR FRAMING NOT SEE PLAN FLOOR JOIST - „ „ 2x10 LUS210 �1 - _ S E E P L A N SIMPSON ITI' ( 2) 2 x 1 0 L U S 2 1 0- 2 S e a l NOTE : SHOWN SEE PLf�N SERIES JOIST HANGER FRAMING AT DOOR SIMPSON "ITT.� SERIES � ) / / / `�`�����et�11►IIE►I�tl��i�i�iii OPENINGS SiMILAR. JOIST HANGER 1 1 3 4 x 11 7 8 M � HUS1 . 81 10 �., ON . `9G �i O� N C- � �i�i . . , C°,` , o.� TE ° � /e � `` e' : > LINTEL FRAMING DETAIL JOIST T0 STEEL BEAM CONN . 3 WOOD BEAM TCJ STEEL BEAM CONNECTION 4 WOOD BM . T0 WOOD BM . CONN . �� . 154 �: = 1 2 � 79 tl � _ . . . . . . . . . . � . . � . � �� _ . i n �� � � .. � � � � . . . � . . » _ r � � i� . . . � � � . . . . . . u . r � n � � � . . . . . n r _ n � . '= :p,0 l �IO �L�+ � . S1 . 0 S2 . 1 NOTES : 1 /2 - 1 - 0 S1 .0 S2. 1 3/4 - 1 - 0 S1 . 0 S2 . 1 ,' 3/4 = 1 - 0 S1 .0 S2. 1 NOTE : SOME BEAMS MAY BE SLOPED. 3/4 = 1 0 %,�',�,;�ss /�•?;� � 1 . LINTEL T0 BEAR FULL WID1'H AND DEPTH OF TRIMMERS NOTE. BEAM SOTH SIDES SOME CASES -�;�.;,-p�,�.,;oNn���;0° 4,,�`� f'f��i..��� CQ�-��,P��`' AS SHOWN - TYPICAL. '°�E�1rf�t,!ltlll�l►tt�������t�' 2. LINTEL MAY BE PACKED OUT TO FULL WIDTH OF WALL AT CONTRACTOR ' S OPTION , GLUE AND NAfL SOLID . COLUMN ABOVE ' �' I 1�1 SOME CASES ( ( � - SEE PLAN � ( � I END OF BEAM COLUMN ABOVE ' Q� STEEL BEAM - SEE PLAN i 1 - SEE PLAN - SEE PLAN �.,� , x � T. 0. STEEL EL. O p - SEE PLAN NOTES / O � � �2 �� T. O. PLYWOOD EL. S�E P �AN �S OR JOIST O � —.� '.-' - SEE ARCH . � 3/16 TYP . , � � � � A � � HURRICANE TIE , SOLID BLOCKING BETWEEN AT EACH ROOF � I �, � COLUMN BE OW ANDOCKI G JOIST OR TRUSS — . �� � _ BL N USE SIMPS0�1 H3 � � CAP PL. 1 /2 xBEAM W{ DTH W/( 4) 3/4�, 4� BOLTS � �' WIDTH T0 TRANSFER FULL ANCHOR AT JOIST — STEEL BEAM 3�16 T0 BEAM FLANGE FLOOR JOISTS COLUMN BEARING DESIGN BY TRUSS — SEE PLAN -SEE PLAN � ENGINEER AT TRUSS Q STEEL COLUMN — SEE PLAN CONDITION .■� - SEE 10/S2. 1 FOR COL. CO�UMN BELOW NAILWG PER lBC STUD WALL � BASE CONN . — SEE PLAN OR BEAM O � — SEE PLAN O � � t i � � • �` � � 5 BEAM T0 BEAM CONNECTI � N s BEAM T0 COLI� MN CONN . � C � LUMN BEARING DETAIL $ JOIST CONN . DETAIL � S1 .0 S2 . 1 1 " = 1 ' - p�� S1 .0 S2 . 1 1 " = 1 ' - Q" , S1 .0 S2 . 1 1 " = 1 ' - 0" St . O S2 . 1 3�4" _ � '- p" � • � CONT. WOOD NAILER - A17ACH TO BEAM BLOCKOUT SOLID FLANGE W/POWDER - Rev�sioma: FULL LENGTH OF ACTUATED FASTENERS � BEAM EACH SIDE AT 12 " O . C . - /� RAFTER - SEE PLAN OF WEB - ATTACH STAGGERED �-� W/ � /2"�d THRU Q SIMPSON °H �� SERIES HURRICANE BOLTS AT 16 " O .C. RAF�ER — SEE PLAN TIE AT EACH RAFTER PER STAGGERED TOP AND BOTTOM � � SIMPSON HU11 JOIST 1 2° sd HILTI NEW JOIST — SEE MANUF. RECOMMENDATIONS � HANGER — TYP . " KWIK - 80LT II ,, � COLUMN & WALL EXISTING RIDGE BEAM PLAN WITH 4 3/4" — (3) 1 3/4x11 7/8 , EMBED. INTO STEEL COLUMN MICROLAM SIMP50N HU11 � CONCRETE. p ��. — SEE PLAN HANGER 3 1 /2 � ( 2 REQ D EA. � EXISTING JOIST BASE PLATE) �- � � � CONC. FOUNDATiON } WALL � COL. & - ,, BASE PLATE � ^ , a ;� , .., ti � '' .' , ; ; , ' '•,• . rsa�e Dates: RIDGE BEAM - SEE PLAN RIDGE BEAM - SEE PLAN �ti; " + , i;,;,'��, �� ;i �'• ', � » • ` n n �, � . . . . � A 02.06.06 : owner review . . . . . �' � � � � ' . F�� 1 � ' � i�' � STUD WALL M nB�� 04.27.06 : ownerreview 3/4" BASE PLATE d- C" 05.19.06 : DRB submittal ALTERNATE » A » _ WOOD BEAM ALTERNaTE �� g » _ STEEL BEAM sHRitvK cR u -r 3�16 '�p" o7.lo.o6 : permit sl� z�tle: 9 RIDGE BEAM SECTION 9A RIDGE BEAM SECTION � o COLUMN BASE DETAIL � � JOIST T0 EXISTING BEAM CONN . S1 . 1 S2 . 1 3 4" = 1 ' -0�' ' S1 . 1 S2 . 1 3/4„ = 1 ' - 0" 51 . 0 S2 . 1 3/4" = 1 '- 0" S1 . 1 S2. 1 3/4,� = 1 ' - 0° , . �G � DETAILS J� , Pi+oj««rt xo: ' Of�54 � Sl� xo: ,. � .` � ` , , - � �' � e 7�b V A g Ma �rohtl�ek� 1 �I.�ev�r� •-x3 . . . . . . . . . � . . . . . � . . . . . . . . . . . . . . . . . . . . . ... . . �� . . . . . . . . . � . � � . . . . . . . . . . . � . . . � . � . � � . . . . �� ;�� � . � . . . � . . � . . . . . . . . . . . � � � � � . . � . . . . � . . . . . . . . . . . . . � . . �.i � � . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . � � � . . . . . . . . . '.i � � . . . . . � . . . . . . . � . . . . . . � . . . � . � . � . . . . . . . . . . . . . . , . . . . � .. . . . . . . . . . . � . . . . . . . . . . � � � . . � . \ �...� . . . . . . . . . . .. . . ` . � . . � � . � . . � . . . . .. . . . .. . � . . . . . . . . � . . . . . . . . . \~ , �