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. . , . - � .. . . ., , ,- - ; ,_. . ,_ � . ._�� _ . __ __ . , .. _ _ _ - _ _ , � �- - - < , , _ , . . , . , . _ _ -- __ _ . _. : __ __ __... . _ _» ��� � : _ z � < , . � , ' , ; , . �-. , . : � _ ��--^ _.. __ w � , _ . ; � � - . . � _ .� . , , � . . , _. � ( , � _, _. ._ _ , _ 7 . a ` , / I . , . I : , , � � � � . . , , , _ � , .. t { � . ( . � . .. . . , .. . . �. � .. . r ' . . . . . � . , � . \ . , 7 ♦ �. � . - . . : � . : . � �. . �. � . ���. . . � . . . �. � .. . . . . . . . . � . � � � . ; . � i / . � . . . . . - ` .. . \ .." . ,�� � �.. � � . . . �� . '. � � . . :' : " i . . . . . I � . . . � �. . . . . � . . �. . . �� . . . .�. . . . . . . . . . . . . . . . �. . �. . . .. . . . . � f .. � f� � I . I I � � „ : � ti 1 i � � { '�, ! , . , � . i � � i . ' � _ ! . � . I ,� , . , � ' . , ; , . � � . I ! . . � � i � . � . . . . . .. . . . . .. � i . . . . , l ' . . , . . . .. . 4 . . . . . '�: � I � � . . . �:. . �, ��- . .. . . . . � . . .�. . . . . . . � I . . , . . . ti . . , . 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GENERAL NOTES: Lionshead Lodge Unit #340 JOB �0303- 04 RESIDENTIAL STEEL FRAME FASTENING SCHEDULE � DESIGN CRITERIA• Floor joist end to girder or top piate track (1 ) - #10 x 1 2" bottom flan e Floor �;.,e �oad - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 psf � 9 Floor Dead Lood - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 psf �u - o Seismic Zone - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Floor joist end to continuous rim track ( 1 ) — #10 x 1 /2" top & bottom flange �,�`;�• • �'��'�i„ � UBC Edition - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1997 ,� \ Wall bottom plate track to joist or blocking ( perpendicular) ( 1 ) — #10 x 1 - 1 /4" through plywood "�� ���� � l�'�f� � . � . rWC ; d y�- . r RESIDENTIAL LIGHT GAUGE STEEL FRAMING: Q:,.�� � . o � Wall bottom plate track to rim joist (paraliel ) ( 1 ) - #10 x 1 - 1 /4" � 16 " o. c. through plywood � ' b .� �, � �� �� � ' •M . . . • • ' a . e a s uds and joists shall be of the type , size, gauge and spacing �0� e�o indicated on the drawings, with minimum section properties as Stud to plate track ( top and bottom ) ( 1 ) — #8 x 5/8 each stud flange specified . b. All 16 — gauge and thicker structural studs and joists shall be formed Built— up studs (back— to— back) #6 x 5/8" � 12" o. c. through webs ' from steel that conforms to the requirements of ASTM 570- 79 or ASTM A- 446 — D with a 50, 000 psi minimum yield stress. Built— up studs (nested ) #6 x 5/8" C� 12" o. c. through each flange 3/4" NON — COMBUSTIBLE CHANNEL BLKG. BTWN . 600S200 - 43 LIGHT GAUGE , c. All 18 — gauge and lighter structural studs and joists shall be formed T&G PLYWD. JOISTS � CANT. BRG. , FLOOR JOISTS C� 16 " from steel that conforms to the re uirements of ASTM 570- 79 or �, q Top plates, laps and intersections (2)— #8 x 5/8 each flange � � TYP . � ASTM A- 446 — C with a 33, 000 psi minimum yield stress. 108' - 3 �' d. Contractor shall provide bridging and blocking as required for stability Box headers beams and stiffness of the final wall or floor/roof assembly. � Per standard detail T. O. PLYWq . _ _ _ � M � , � e. Structural studs and joists shall be coated with red zinc oxide paint, or � D�YP = - - - - - - � � � - - - - - - - - � �� — — � 107� - 9 U � °' � � shall be galvanized . Back— to— back headers/beams ( 2) rows #10 x 5/8 '� @ 12'� o. c. I T. O. PLYWD . Z v � � f. All field— welded joints or ground areas shall be touched up with a . , , � HQBEYOND OTYP. ���_ - - -�_ T�P- - - - - - - - - - - - - - - - — � � � similar rust— inhibitive material . Ceiling/floor �oists, overlapped at support ( 2) — #10 x 5/8" through webs I � _ _ _ � BLKG. - - - � �tf� - - - - - - - - - - - - - � o �� g . Built— up stud posts shall consist of 18— gauge steel 1 5/8" x 3 1 /2" or I � � � a Roof rafter or truss to wall to late track Sim 600S200- 43 RIM 1 5/8" x 5 1 /2" studs per plan and shall be attached together per P p pson S/H2. 5 I I Z � �v connection schedule. Use similar size and thickness track sections as � � DBL. 600s200- 43 DBL. 600S25- 97 Q .� -` required for nested connection of more than two studs together. Roof rafters overlapped at ridge ( back to back) (6 ) — #10 x 5/8" through webs r , 600S200- 43 CA,NT. � , 16 " � DIAG. ( SEE PLAN ) , J � . I I , � , , -- h . Unless indicated as a box beam or header, headers shall consist of � � two C— joists placed back— to— back and attached together per Sub — fascia track to rafter ( 1 )— #10 x 5/8" each rafter flange I I CEILING FRAMING connection schedule. � ' PER CONTRACTOR Z � � � i. Top and bottom plates shall be 18— gauge steel or thicker Track PI ood or OSB roof wall floor sheathin TYP . � „ „ ,. O � � � sections placed on concrete walls or slabs shall have a moisture � � � g #10 x 1 - 1 /2" � 6 " along edges 1 8 2 � 6 #10 x 1 - 1 /2�� � 12 ° intermediate supports — x p barrier and �� sealer between concrete and steel , and have a leveling �, p p v L m bed of 1 /4 minimum non — shrink, non — metallic type grout beneath . NOTES: � 3 Grout shall have a minimum compressive strength of 2500 psi. - _ 2 SCALE: 3 4" = 1 ' - 0 " /� � o Q j. Brace steel joists and rafters against rollover at bearing locations with � . The screws in this schedule are self— drillin low rofile head screws. S1 `i. � °- � c o n t i n u o u s t r a c k o r b l o c k i n g a n d p r o v i d e v e r t i c a l w e b s t i f f e n e r s w h e r e 9 P � � required. Within floor joist spaces beneath solid or built— up columns 2 This schedule indicates minimum fastening requirements. Where special conditions exist, use the N noted on plans, blocking of area equivalent to column above shall be specified fasteners indicated on the plans and details. ? provided k. Except as noted otherwise, minimum attachment shall be provided as specified in the " Fastening Schedule " on the drawings. CONNECTION SCHEDULE I . Framing Notes; 1 . Floor Construction : � SIMPSON A35 ►'� " ' � A. Provide 3/4" thick APA rated Sturdifloor rated at 20" �_� o. c. , tongue and groove, exposure 1 . Glue and screw QB SIMPSON L50 �_� � , panels to all supports. Install sheathing with long dimension perpendicular to joists and end joints QC SIMPSON LBV1 . 68/6 3' � staggered. ' B . Provide bridging between floor joists according to the O 1 /8" FILLET WELD x 3" MIN . `V 5 1 /2" following schedule. Bridging material shall match the EA . SIDE OF BM . SEE 1 /S1 floor joist material . �E NOT USED SPAN NUMBER OF ROWS OF BRIDGING EXSTG. CONC. DOUBLE T's FQ ( 4)— #10 SCREWS ROOF STRUCTURE up TO 14' 1 ROW AT MID— SPAN OG J L 4x4x1 /4x0'- 5 1 /2 W/ BENT F�. 1 /4x5 1 /2x 6 �� � 14' TO 20' 2 ROWS AT 1 /3 POINTS OF SPAN 1 /8" FILLET WELD x 3° MIN . E W/(4) - 1 /2"�x2" EPDXY �p� 8" 20' TO 2fi ' 3 ROWS AT 1 /4 POINTS OF SPAN EA. SIDE OF DBL. JOIST AND °s ANCH . INTO CONC. & �• " " ' 4 3 4"� THRU — BOLTS �� 4) - 1 /2 � x 3 EPDXY ANCH . s — � ) — � C. Provide a double joist below non — bearing partitions that � ( 2 ) — EA. LEG] � � o O HAND— TIGHTENED IN VERT. are parallel to the joists . „ , o o SLOTTED HOLES (13/16"x1 7/8") �q QH BENT h?: 1 /4x0' - 5 1 /2 x J4 e O o � STRUCTURAL STEEL: 1 /8" FILLET WELD 4" STANDARD HOLES IN � x 3" MIN� � DBL. JOIST AND � W 10x26 COL. ° �j a. Structural steel shall be detailed, fabricated and erected in accordance 2)- 1 /2 � x 3 EPDXY ANCH . s , with the most current editions of AISC Specifications and Code of WELD BOTH LEGS � SIM . ) � Standard Practice b. Structural steel rolled shapes, including plates and angles, shall be � � � AS7M �A36: - Tube shapes shall be ASTM A500 grade B Pipes shall s be ASTM A53 grade B or ASTM A501 . , � � c Tube shapes are actual size as specified on plan . Pipes indicated EXSTG. PRECAST CONC. WALL - on plan are nominal ( approximate inside diameter) and refer to AISC 3 16 " pipe schedule dimensions. �� / � � � d. All bolts used in steel framing shall conform to ASTM Specification ;' A325. Anchor bolts and bolts used in timber connections may be e � � - ASTM A307. Bolt sizes shall be 3/4" diameter unless noted � � otherwise. � , e. Bolts used in structural steel framing shall be the break- off, torque � . �'' e � indicating type, or torque inspection shall be provided as required by �� ° 3 ' - 10 MAX. the building inspector. � f. Typical framed beam connections shall consist of pairs of 1 /4" angles � using the maximum number of bolts called for in Table II - A of the AISC Manual ( ASD Ninth Edition ) . 2 ° TS 3x3x3/16 � � g . Expansion bolts shall be wedge type "Hilti", "Rawl ", or "Red Head " or S� TENSION BRACE approved equivalent with the following minimum embedments: ee � � 1 /2" diameter - - - - 2 1 /2" 5/8" diameter - - - - 3" 600S200- 43 C- JOISTS 3/4" diameter - - - - 4" � � � ; � � �/�-� � � � � h . Adhesive anchors called for on the drawings shall be glass capsule i � RIM JOIST � � W 10x26 COL. types such as "Molly Parabond" or "Hilti HVA" anchor systems. i , � � B ' P � „ � Minimum embedments, if not specificall �r indicated on the drawings, ; ; � , ; " W 12x14 CANT. BM . 3 16 s h a l l b e a c c o r d i n g t o t h e m a n u f a c t U r e r s s p e c i f i c a t i o n s . ; ; � ; ; r � � � � � ° � � � ; , , , , � � i. All welding shall be done by an AWS quali�ed welder. , � ^� , � , 108 - 2 1 8 Dela aintin within 3" of field welds until welds are com leted . ' , O % ' � 108 - 3 T. O. STL. � 1• Y P 9 P � , p � � ° 107' - 9 k. Where corrosive soil conditions exist, steel an gles that are used to ; ; � � , T. 0 PLYWD . support extenor stone veneer shall be galvanized and shall be attached � ; Q S I M . ��� � i T. O. PLYWD. - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - � to the foundation with galvanized or stainless steel expansion anchors. ; ; �� O � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ��Y O DBL. 600S25- 97 � � e � I � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ — � GROUT: � n - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - � � � � I I � � D � `= - --- -- ___ -- _ _ � i i � � � I I I I I I � � ° DBL. 600S25- 97 QD CONN . : DBL. 600S25- 97 � a. All grout beneath column base plates and steel beams at bearing shall ; � Z I I I I I I � � � 3" MIN . be non - shrink, non - metallic type grout. Grout shall have a minimum ; I Q ' ' / EA. SIDE l � compressive strength of 2500 psi. � � � � � � g" T� , � GENERAL REQUIREMENTS: ; I� ; ; ; CHANNEL BLKG. BTWN . �� � �� � ; ; JOISTS � CANT. BRG. , a . Structural erection and bracing : The structural drawings illustrate the i °w �� OOS 00 43 16 i ; ; TYP . TFA completed structure with all elements in their final positions, properly ; _ ' � � � supported and braced. The Contractor, in the proper sequence, shall ; ¢ �� � � designed by ' TFA MAB provide shoring and bracing as may be required during construction to � �� � T 0. PLYW . ; � � ° 3/16 " �' drawn by � achieve the final completed structure. Contact the structural engineer for , consultation ( not in contract) as required. � `�-° �� c"v � � � ° checked ' by ir �) � � ii b . Existing structures: If construction adjoins an existing structure, , , � ISSUed contractor shall be responsible for verifying dimensions, elevations, � ' ; ri �� � � i > , ' framing, foundation and anything else that may effect the work shown � ' ; ri �� � � i on the drawings. Underpinning , shoring and bracing of existing ; i � cn �� OD L. OOS 5— 7 � �P ' 0 ' ; ; > PERMIT 03 /14 /03 structures shall be the responsibility of the contractor. � � ; �- � r � , ° c. Dimensions: Check all dimensions against architectural drawings prior � � ; w �� � i ; „ to construction . Do not scale drawin s. ; i � vll � I I i � � 3 16 d . Construction practices: General Contractor is responsible for means, i � � � II � I I � � � � methods, techniques� sequences and procedures for construction of ; i � °� I I � i i this project. Notify structural engineer of omissions or conflicts ; ��____________ ___________- _ ===- L _ _=_I= 1 = _ _ __ __ __ _ _ _ _ _ _ _ __ _ _ _ _ � � r - - - - - - - - - - � - - - T - - - -- - - - - - - r— ' L - - - - - - - - - - - - - - - 1 - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - -- - i - - J e e ween the working drawings and existing conditions. Coordinate - - - - - - - - - - - - � , „ $„ requirements for mechanical /electrical /plumbing penetrations through , 1 - 0 MIN . structural elements with structural engineer. Jobsite safety is the sole , , ..�`L�O� 1 , BENT f�: 1 /4x1 ' — Ox 10 3/4" responsibility of the contractor. All methods used for construction NEW OPENING 4 - 3 x 4 - 3 R . O. 10 J� NEW OPENING 4' - 3 x 4' - 3 R . O. � WELDED TO W 10x26 COL. AND _ shall be in accordance with the latest edition of the UBC. DO NOT OVERCUT y� O�' S1 DO NOT OVERCUT � ' BOLTED TO CONC. W/ (4) - 1 /2"�5x2" e. It is the responsibility of the contractor to contact the structural �' '- EPDXY ANCH . INTO FLOOR SLAB & engmeer at the appropriate time to perform site observation visits. NORTH `- o, ( 4) - 1 /2" �x4" EPDXY ANCH . � Observation visits to the jobsite by the engineer are for determination IN PRECAST WALL ," of general conformance with the construction documents and shall not LOFT FLOOR FRAM I N G P LAN SCALE : � 4 " = 1 � — � � � = sheet t be construed as inspection � �� - f. Though every effort is made to provide a complete and clear set of PLAN NOTES : 100'- 0 EXSTG. CONC. SLAB construction documents, discrepancies or omissions may occur. T. O. SLAB Release of these drawings anticipates cooperation and continued 1 . FLOOR SHEATHING IS 3/4" NON - COMBUSTIBLE TONGUE AND GROOVE APA STURDIFLOOR , EXP . 1 , SPAN 2 3 �g" 6 �� 2 3�g" communication between the contractor, architect and engineer to �, provide the best possible structure. These drawings have been RATING 20" O. C. �� prepared for the use of a qualified contractor experienced in the „ „ „ ' construction techniques and systems dep �ctea , 2• � INDICATES CONNECTION TYPE — REF . S1 FOR SCHEDULE. 10 3/4 , � � 1 NOTE• ALL FRAMING IS NEW CONSTRUCTION UNLESS NOTED AS "EXSTG " SCALE: 3 4" = 1 ' - 0" s� JOB # 0303 - 04 , . \ . i ��- ,�- . ., - , ; � � � � . i i � i � t/� , New electrical Buildinq classification type i � � I � \\' � � i � � �..+ �, � panel III 1 hour. floor system� � f � ! U � I U N I T # 3 4 0 N r e q u i r e s t w o l a y e r s 5/8 U N I T # 3 4 0 �, I L o � . � � \ �- drywu l l on cei linq o f f � rs t . M � L " 1 0 � M � I Is 1st f loor , � 4 � floor , all plumbinq waste and M � I Is 1st f loor � ! ) �n I � O � � , " , � „ � vent to be non combustable , ' " ' � � , , I (,) �,, 1 20 -4 1 /4 3 -3 1 /8 upc 701 1 . 2 all penatrations 20 -4 1 /4 3 -3 1 /8 - --� � , � j �, � w ;l I phone , to be fire sto p ped ' � � , � � r�% I 10'-9 3/8" �� I 10'-9 3/8" � ; � � . �- ,/,� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i �� � / , � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i � / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i ��-- � � - - - - - - - - - - - - - - - - - - N T � � kneewnll ; - - - - - - - - - - - - - - - - - - - � , �_ ' � � � under bnr � ` i � /� � � — — � O O Q top at 42 " ; O � ; I _ I � _ — — , _ ii , from ; � � phone 970- 328 - 3655 ; � � � � ` � � ' � O O finished � O o fax 970- 328- 3654__ j O O � � � floor ; O � I � � ' � � ° ! I Coloradof 81631 3610 Eagle � � � _ _ � I � ' � � , / 1 � � � i / i � � I \ � � i � / � � � M � � f � M � fan lite switches � � � � � � � i � I a�o � with for bar ` � ' � r' o�p ; ' � � � � , � . ' speed and , , ' ' co o kitchen ' , STEREO ntr ( , ; r--- ' I ` ! ' ' � , � � , SPEAKERS � � � � � � � � WALL N , o _ - - - - _ � , � _ - - - _ � \ a _ N � 0 � � � � MOUNT � ( O ` � � � ; � � � � ��ant ° - � ; ap ' � � � , ; ' ° EACH �r � � � � � above M � e— CO I ' M ' - — --- � . p door 18" � tA ' O i I i � ' � � � � CORNER � ' � (�r7 flouresent �' `— � � � (� ; � � � � ' 1 � � M � � i m � � � � � � � � � j �I � � � � I \ � � � � I \ � � o I o ' � I ` \ smoke detector at upper ceiling - --� - — - ` 2�68 � 2068 __— , � I � ,, \ / ' �� \ O�`� i � � i � I � � , Sloped ceiling , � � � 0 ° ��o'o ot��� Sloped ceiling � ' � ° ; j � i �,�,� � �this area up � , '��` �`c�`' this area up � � I i r,.�, I to dashed ( ine ; , _ _ _ _ , _ _ � , `o°- to dashed line ; , - - - - � - - - - , + ( � • � I ' i i � i i i � � i i � i i � � � � � 4 \ ' � _ _ � — � t i i i i i i i i i i i i i i i i i ,/� , = � I I I I I I I I I I I � I 1 i I I I / / � ! J � � � � � � � � � stairs 36 " finished width 7 3 /4" rise 9" run , handreail � � � � � � � � � / � � � � � � � � � � � � � , � � � � , , , , , , , , right side 97 ubc sec 1003 . 3 under stair one hr fire , , , , , , , / � ; ; ; U P , , , , , �- ; � a restive ubc. 39 ; , U P —;— , , , , ; i � � I i � i i i i � i Q i � i i � � � i � / I � � I I I I � I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I ! I I I 1 I 1 1 I I I 1 I I I I I I I / � 1 I 1 1 1 I 1 I I I I I I I I I 1 1 � I ` � � I ' — — — — — — — — — — — — — — — — — — — — —' — — — — —' — — — — � I — — — — — — — — — — — — — — � — — — — — — — — — — — — — — `- — — — — ' � � --- —J _t— 4050 ° a ° ° 4050 a ° � � ; , „ , „ �j 4'-7 1 /16" �� 4'_0" � 12 -8 4'-7 1 /16" 4'-0" —� 12 -8 , 23'-7 3/8" 23'-7 3/8" � I � � � "T�I,Nl�I � �' VAIL ' • � DESIGi� €� EVIEW � 3'-3" � STAFF APPROVAL 3'-3" —� � � �AT� • I � ---- , � �-_ � I � ' � Q STAFF. 5 �/ ' � � a \ ; � � i � � �\ %� {� � � � O � ' - - _ . . ° . . �� �� ���� � � � � �' � C ' i 4� �� �� � � � � � ; �� �� � � , Un � t # 340 M � I Is Un � t #� 340 M � I Is � , : �� �, , � i � � a� � � � �� � 2nd Floor 2nd Floor , I - � i , _ ' � � � �� BATH ! I � s � � ' BATH ! � s\ob �o� 49 sq ft �, � 49 sq ft � N � `�� ��� b �r� � � is � ' a� ; O i � o ,��o'c � � ,� � � � , , � I �"' � � ' o'��� GFI � ' ; electritc wateryheater � � Y �� _ � , �Q � � ^�, ' i � � � electric water heater � � , � � � � , � � � -� _ - - _ ' � T RA " � ° �! ' i � = STORAGE ; ; � ' � � o ; = 5 O GE ; � � ( � � o �� � � 15 sq ft � � N � � 15 sq ft � � N , � � � �/ , � ` � i i i i � � i � � i i i ; i � i i i i � i i ' 3068 , � - - - - - - - - - - - - - - 2�S$ - - - - - - - - - , 3068 � � � � _ 2.0�� _ �' � ` � I � � � N ' I ' i , I � � , TL £ ' � � T` ' � i � _ - � _ , y € - � � ' � � 9�� 4 M � � B� � m liqhts ' `� a' ' `� � y � � over bed ' � � ; ? � � � � � 1 � � , , � i � seperate � ` � I � switches � � SD � ° � � � � ' � ( } , � � � � , � � I � � � smoke detector at u per ceiling � ` d� �i,� I , , p ; i � I i � , � � ' \ - � i tr � � � / ' � � ' � a So - - - _ M � I 7� ��� I �� M � - - - , � o , � o I i � � \ � i � `- � BEDROOM � `� ' ' ` BEDROOM � ' � i � � � � 150sqft i 150sqft � ' � � ' � ' � I i � i � � ; I I � ! ' I -- - � � � � � � � , � � � � � i i i i i i i i ;i i i i i i i � i i i i i i i i i i i i i i � � i � i ,i � — � — — i --- — i` i i 1 i i i i i i � � ! � ° � 3 � � ' � ; � ;� � ;� � new � � ; � � � � new ' � , i ; 03 / 14 / 03 � i � Date � UP � � � � � . , ► ; , � � _ � P � ��� � qress � � � � � eqress � � , . - --- —, a � � � � � � e � � � � � � , ! ; i ; � � � � � � � ' � � � � � � � ! � i f � , window window � � ' ; ; � � � _ � ._ � � � ' ' � � _ _ _ ; � � � , Revised I I I I I I I I e - �... , ..-« . , ., .,. .. i . .. . _ » � _ _ � f4� ��� _ �.�y - �.. . .�.. •- _ .,, ., �. _ . " ' � � / I � ' __ Q � a � a ° ° 4040 ° a � 4040---- ' sheet # , „ , .. . ,. , ., � � 10'-11 ° 7'- 11 9/16° ��� 4 -0 --� 10 - 11 7 -11 9/16 4 -0 -� � -- - - - u 23'-7 1 /4" � 23'-7 1 /4" � 1 ; . � . � _ _ � � GENERAL NOTES: Lionshead Lodge Unit #340 JOB #0303- 04 RESIDENTIAL STEEL FRAME FASTENING SCHEDULE , DESIGN CRITERIA : ' � Floor Live Load 40 psf Floor joist end to girder or top plate track (1 )— #10 x 1 /2" bottom flange F Floor Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 psf Seismic Zone - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 Floor joist end to continuous rim track ( 1 ) — #10 x 1 /2" top & bottom flange UBC Edition - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1997 Wall bottom plate track to joist or blocking ( perpendicular) (1 ) — #10 x 1 - 1 /4" through plywood RESIDENTIAL LIGHT GAUGE STEEL FRAMING: Wall bottom plate track to rim joist (porallel ) ( 1 ) — #10 x 1 - 1 /4" � 16" o. c. through plywood a . Metal studs and joists shall be of the type, size, gauge and spacing indicated on the drawings, with minimum section properties as Stud to plate track (top and bottom ) ( 1 ) — #8 x 5/8" each stud flange specified . b. All 16 — gauge and thicker structural studs and joists shall be formed Built— up studs (back— to— back) #6 x 5/8" � 12" o. c. through webs from steel that conforms to the requirements of ASTM 570- 79 or ASTM A- 446— D with a 50, 000 psi minimum yield stress. Built— up studs ( nested ) #6 x 5/8 " � 12" o. c. through each flange 3/4" NON — COMBUSTIBLE CHANNEL BLKG. BTWN . 600S200 - 43 LIGHT GAUGE c. All 18 — gauge and lighter structural studs and joists shall be formed T&G PLYWD. JOISTS C�➢ CANT. BRG. , FLOOR JOISTS @ 16 " from steel that conforms to the requirements of ASTM 570- 79 or „ T� � Top plates, laps and intersections (2)— #8 x 5/8 each flange � � ASTM A- 446 — C with a 33, 000 psi minimum yield stress. i d. Contractor shall provide bridging and blocking as required for stability 108' - 3 ,N � ^ and stiffness of the final wall or floor/roof assembly. Box headers/beams Per standard detail T. O. PLYWq . � e. Structural studs and joists shall be coated with red zinc oxide paint, or � BQ TYP _ _ _ _ - - — I �A TY� _ _ _ _ _ _ _ _ � A�TYp- = _ � � ��, _ 9 U -� � � - - - shall be galvanized . Back — to— back headers beams ( 2) rows #10 x 5/8 �� @ 12" o. c. I T. O. PLYWD . ? -� � � f. All field — welded joints or ground areas shall be touched up with a � FQTYP . — T�p ,— _ HQBEYOND ��S = - - — - - - - - - - - - - - - - - � similar rust— inhibitive material . Ceiling/floor joists, overlapped at support (2) — #10 x 5/8" through webs I � BLKG. - - - - - �- -C�- gtf�G- - - - - - - - - - - - - - � p °^' °^' � - - - - - - - - - - - - - - - - - - - - g. Built— up stud posts shall consist of 18— gauge steel 1 5/8" x 3 1 /2" or 600S200- 43 RIM � � I— � o xQ 1 5/8" x 5 1 /2" studs per plan and shall be attached together per Roof rafter or truss to wall top plate track Simpson S/H2. 5 I � Z c a;v connection schedule. Use similar size and thickness track sections as � � DBL. 600s200 - 43 DBL. 600S25- 97 Q ,_ required for nested connection of more than two studs together. Roof rafters overlapped at ridge ( back to back) ( 6 ) — #10 x 5 /8" through webs 600S200- 43 CANT. � 16 � DIAG. (SEE PLAN ) � � J � h . Unless indicated as a box beam or header, headers shall consist of � I � two C— joists placed back— to— back and attached together per Sub — fascia track to rafter ( 1 )— #10 x 5/8" each rafter flange I I CEILING FRAMING Z •� ^ � connection schedule. � ' PER CONTRACTOR O � � � i. Top and bottom plates shall be 18— gauge steel or thicker Track PI ood or OSB roof wall floor sheathin sections placed on concrete walls or slabs shall have a moisture � � � g #10 x 1 - 1 /2�� � 6 " �� along edges T� ' 1 /8" 2" � 6 " �' o�o U #10 x 1 - 1 2 C� 12 intermediate supports � o O barrier and sealer between concrete and steel , and have a leveling m bed of 1 /4" minimum non — shrink, non — metallic type grout beneath . NOTES: � � 3 Grout shall have a minimum compressive strength of 2500 psi. - 2 SCALE: 3 4" = 1 ' — O" � o Q j. Brace steel joists and rafters against rollover at bearing locations with � , The screws in this schedule are self— drillin g low profile head screws. S1 � � a > c o n t i n u o u s t r a c k o r b l o c k i n g a n d p r o v i d e v e r t i c a l w e b s t i f f e n e r s w h e r e 2. This schedule indicates minimum fastening requirements. Where special conditions exist, use the \ r �- required . Within floor joist spaces beneath solid or built— up columns � N noted on plans, blocking of area equivalent to column above shall be specified fasteners indicated on the plans and details. ? provided . k. Except as noted otherwise, minimum attachment shall be provided as specified in the " Fastening Schedule " on the drawings. CONNECTION SCHEDULE I . Framing Notes; ' 1 . Floor Construction : Q SIMPSON A35 ;� - - � A. Provide 3/4" thick qPA rated Sturdifloor rated at 20" + , r „ �_� o. c. , tongue and groove, exposure 1 . Glue and screw QB SIMPSON L50 � � ' � � panels to all supports. Install sheathing with long dimension perpendicular to joists and end joints QC SIMPSON LBV1 . 68/6 3� staggered. � B . Provide bndging between floor joists according to the O 1 /8" FILLET WELD x 3" MIN . `V 5 1 /2" following schedule. Bridging material shall match the EA. SIDE OF BM . SEE 1 /S1 floor joist material . �E NOT USED SPAN NUMBER OF ROWS OF BRIDGING � ( 4) — #10 SCREWS EXSTG. CONC. DOUBLE T's ROOF STRUCTURE up TO 14' 1 ROW AT MID — SPAN OG J L 4x4x1 /4x0' - 5 1 /2 W/ BENT f{?. 1 /4x5 1 /2x ` s �� � 14' TO 20' 2 ROWS AT 1 /3 POINTS OF SPAN 1 /8" F1LLET WELD x 3" MIN . W/( 4) - 1 /2"�x2" EPDXY �p� 8" 20' TO 26 ' 3 ROWS AT 1 /4 POINTS OF SPAN EA. SIDE OF DBL. JOIST AND °s E ANCH . INTO CONC. & '�' 4) - 1 /2" � x 3" EPDXY ANCH . ' s — ( 4) - 3/4"� THRU — BOLTS �� � C. Provide a double joist below non — bearing partitions that � ( 2) — EA. LEG] e p p HAND — TIGHTENED IN VERT. are parallel to the joists . SLOTTED HOLES ( 13/16 " x1 7/8 ") � QH BENT fj?: 1 /4x0'- 5 1 /2 x J4�� ° O O � STRUCTURAL STEEL: 1 /8" FILLET WELD 4° S T A N D A R D H O L E S I N ° � x 3" MIN . � DBL. JOIST AND � W 10x26 COL. ° � a. Structural steel shall be detailed, fabricated and erected in accordance 2)- 1 /2 � x 3 EPDXY ANCH , s � with the most current editions of AISC Specifications and Code of � WELD BOTH LEGS � SIM . ) Standard Practice � b. Structural steel rolled shapes. including plates and angles, shall be r, ASTM A36 . Tube shapes shall be ASTM A500 grade B . Pipes shall , � � be ASTM A53 grade B or ASTM A501 . c Tube shapes are actual size as specified on plan . Pipes indicated ' � � on plan are nominal (approximate inside diameter) and refer to AISC EXSTG. PRECAST CONC. WALL ' pipe schedule dimensions. �� 3/16 " � � t d . All bolts used in steel framing shall conform to ASTM Specification ` A325. Anchor bolts and bolts used in timber connections may be ? ASTM A307. Bolt sizes shall be 3/4" diameter unless noted �° � � otherwise. e Bolts used in structural steel framing shall be the break— off, torque , � indicotin t e, or tor ue ins ection shall be e 3 ' - 10 MAX. g yp q p provided as required by the building inspector. . Typical framed beam connections shall consist of pairs of 1 /4" angles � using the maximum number of bolts called for in Table II — A of the � AISC Manual ( ASD Ninth Edition ) . 2 ° TS 3x3x3/16 � � g. Expansion bolts shall be wedge type "Hilti", "Rawl ", or "Red Head" or S� TENSION BRACE approved equivalent with the following minimum embedments: _ 1 /2" diameter - - - - 2 1 /2" ° � � � 5/8 " diameter - - - - 3 " 600S200- 43 C— JOISTS � i � 3 4 diameter - - - - 4" ' � W 10x26 COL. h . Adhesive anchors called for on the drawings shall be glass capsule i � RIM JOIST � � types such as "Molly Parabond" or "Hilti HVA" anchor systems. ; ; ' � QB ;(P. b W 12x14 CANT. BM . 3/16 " Minimum embedments, if not specificall �r indicated on the drawings, � shall be according to the manufacturer s specifications. � � O � � > i i � ' ' 108'- 2 1 8 � i. All welding shall be done by an AWS qualified welder. � � 108� _ 3 T. O. STL. j. Delay painting within 3" of field welds until welds are completed. � � p % � � k. Where corrosive soil conditions exist, steel angles that are used to ; ; � i i T. 0 PLYWD . ° 107 � - 9 • � � Q H SIM . r� ' T. O. PLYWD. support exterior stone veneer shall be galvanized and shall be attached j � �� ,� � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � - - - - - - - - - - - - - - - - - - - t o t h e f o u n d a t i o n w i t h g a l v a n i z e d o r s t a i n l e s s s t e e l e x p a n s i o n a n c h o r s. , � DBL 600S25- 97 ' � n " - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - _ — _ _ _ _ _ _ _ _ �G 7Y I � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' _ ' _ _ _ _ - - _ _ _ _ _ _ _ _ _ �j V II O • O � � e r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -r - - 1L - - - - - - - - - � � � i1 � • I � - - e DBL. 600S25- 97 QD CONN . : ; � D =- - _ _ _ - _= I =_ = I -_ =1 � I I I � � ° DBL. 600S25- 97 �� a . All grout beneath column base plates and steel beams at bearing shall , � ¢ I I I I I I � � �` 3" MIN . be non — shrink, non — metallic type grout. Grout shall have a minimum ' EA. SIDE compressive strength of 2500 psi. ' I � ' � � �8» TYP . ` � GENERAL REQUIREMENTS• ; �� � ; � �° , , CHANNEL BLKG. BTWN . ' ; ; JOISTS � CANT. BRG. , a . Structural erection and bracing : The structural drawings illustrate the ; °j OOS 00 43 16 i ; ; TYP . com leted structure with all elements in their final ' � �� ' ; ; � designed by TFA p positions, properly , supported and braced. The Contractor, in the proper sequence, shall � o �� � ��_ � ; i Typ. TFA MAB provide shoring and bracing as may be required during construction to ; , draW � by -_ � achieve the final completed struct� re. Contact the structural engineer for � "II f' T O. PLYW . ; � � r , � 1 3/16 " I consultation (not in contract) as required. i ° II N ; � � � checked by b . Existing structures: If construction ad joins an existing structure, LT; �� � � � i contractor shall be responsible for verifying dimensions, elevations, � ' ; ri �� � � i > ISSU2d framing, foundation and anything else that may effect the work shown � � ; MII ; � � ° on the drawings. Underpinning , shoring and bracing of existing ; ; i cn �� � D L. OOS 5— 7 � �YP - 0 ' ; ; ; PERMIT 03 /14 /03 structures shall be the responsibility of the contractor. � � ; � � � , , s c. Dimensions: Check all dimensions against architectural drawings prior � � ; w �� , ; ; „ to construction . Do not scale drawings. ; i � vll � I I ; ; ; 3 16 d . Construction practices: General Contractor is responsible for means, ' ' ' � I� / I I � � � / methods, techniques, sequences and procedures for construction of � � � °0 ; ; ; this project. Notify structural engineer of omissions or conflicts ; ��____________ ___________ _____ L _ _ _ _ _L 1 _ _ _ � � � L _ _ __ _ _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T _ _ _ _ _ _ _ _ _ T= J1 between the working drawings and existing conditions. Coordinate L - - - - - - - - - - - - - - - 1 - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - 1 - - J > requirements for mechanical /electrical /plumbing penetrations through � � 1 '- 0" MIN . $��� structural elements with structural engineer. Jobsite safety is the sole , , +�'�� � e BENT f�: 1 /4x1 '— Ox 10 3/4" responsibility of the contractor. All methods used for construction NEW OPENING 4 - 3 x 4 - 3 R . O. �� J� NEW OPENING 4' - 3 x 4' - 3 R . O. ;� WELDED TO W 10x26 COL. AND shall be in accordance with the latest edition of the UBC. DO NOT OVERCUT � Gp� S� DO NOT OVERCUT � ° BOLTED TO CONC. W/ (4) - 1 /2"�x2" e. It is the responsibility of the contractor to contact the structural � EPDXY ANCH . INTO FLOOR SLAB & engmeer at the appropriate time to perform site observation visits. N OR TH � o, �� ( 4)- 1 /2" �x4" EPDXY ANCH . Observation visits to the jobsite by the engineer are for determination IN PRECAST WALL ' of general conformance with the construction documents and shall not LOFT FLOOR FRAMING PLAN SCALE : 1 4 " = 1 � - 0 � � � � ° sheet e construed as inspection . 00 � EXSTG. CONC. SLAB - f. Though every effort is made to provide a complete and clear set of PLAN NOTES : 100'- 0 construction documents, discrepancies or omissions may occur. T. O. SLAB Release of these drawings anticipates cooperation and continued 1 . FLOOR SHEATHING IS 3/4" NON — COMBUSTIBLE TONGUE AND GROOVE APA STURDIFLOOR , EXP. 1 , SPAN 2 3 �g" 6 ° 2 3�g�� communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been RATING 20" O. C. prepared for the use of a qualified contractor experienced in the 10 3/4" construction techniques and systems depicted . 2 • " 0 " INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. . � • 1 NOTE• ALL FRAMING IS NEW CONSTRUCTION UNLESS NOTED AS " EXSTG . " SCALE: 3 4" = 1 ' - 0 " � s' JOB # 0303 - 04 _ _ ,