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FIRE PLACE STONE• 9 0 0 ; �� _ � � � � ' � � ROBINSON BRICK � • SONIA 328-2591 � �� � � NEW STAIRS � ' ' I . • KIAMICH STONE, 4"TI11CK DRY STACK EXISTING � �REMOVE , I � 1 O O • FOLLOW ROCKY MOUNTAIN MASONRY BEDROOM O O EXISTING WALLS , N - 2 RISERS EXISTING 2�_ �� � Q INSTITUTE'S INSTALLATION GUIDE � : „ 31�� F-� � . � @ 6 BEDROOM 2 � � � � ' i � U � � 4 FIRE PLACE SPECIFICATION � DN ' ' . � • WESTERN STATES FIREPLACES HEAT� GLO - � �-�� ,� �� ,; 77'-I 04° � � � O ESCAPE SERIES ESCAPE 42, FIRE SCfZEEN � ' ��%' ��%' 3'-0" I " I • ' ►'� FRONT IN BLACK, CARRIAGE HILL � � � � , - I � � C� v0 �--- --- ----- i Fi-� Z 5 1 1 0 T T U B S P E C I F I C A T I O N. �_____________ __ �--- ---- ------ I 2"(l� R A I L I N G A T 3 6" ' N E W P A I R H � - ---------------------------- � • MAXIMUM COMFORT, ; �_ �� �_ �� • T O M P E R F E T T I 9 4 9-6 3 3 9 � R E M O V E E X T E R I O R 4 R I S E R S @ 6" N E W S T A I R S 5 B I-O P A S S D O O R S � I � � • HOT SPRING SAND GUARD WITI1 COVER ? � SURFACE AND PREPARE 3 TREADS @ I 2" ; � � �i ` � LIFTER, �' �f FOR DRYWALL � , � � � � N � ' - - -- - -- - -- - -- - -- - -- ' �..� � , - - - - - - - - - 76�-io4�� - - - - - - ,� � U 6 � � �--� �^ � o HOT TUB 4 WRAP EXISTiNG BEAM M�'� 7'-3"x7'-3"x3'-0" WITH WOOD TO MATCII � (HIGH) q EXISTING TRIM � � . . 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PROVIDE SEAL AT WATERPROOF MEMBRANE NEW DECK RAILING ON WHOLE DECK ISSUE DATE � � � PROGRESS 01 . 10.08 A3.) �43.1 PROGRE55 04.04.08 B I D 5ET 05.O�i.08 � M� I I � i�� Y �� �i�OO� ���I � � SCALE I/4" = I'-0" V NORTII y � x � I � � U , Z � . ' � N U � W � l�� 8�_�2�� � 20'-0" � N � '�i W ' U � Q � � � � d+ N � � Q Q � N � � � � � w � O � � � � ` � � F—i �j � O W � o � � 2007 REMODEL � � � W � -1N � i � O EXISTING � M�STER �; BEDROOM 2007 REMODEL NEW LAYOUT : `r � � v � �"'� H O � � ,� ��lT � � v �'� ii = � -� �� " ��„ ii � ------ � � , -, _ � H ' � w � � �� � o 0 . � � Q , , � , � ___ _� � < �� EX 15T1 NG DEGK U `"'� � , � F"�.� � O . � � ° � � . . �-1 � � � � � � � w Z V ` J O �� u i � � � � N � � �--� ,�1, O � � � o o � � � O � B A3.1 155UE DATE PR06RE55 01 . 10.08 PROGRE55 04.04.08 BID 5ET 05.Oq.08 UI ��� �� Y �� ����� �f��l � . SCALE I/4" = I'-0" NORTII � , i � I o � . U , �EXISTI(�G RAIL TO REMAIN � � � � N NEW RAILING - U � MATCH UNIT#7 w � — — � 00 IJ—� ON4 Q � � U �' � � N � d� � � � � O I � � � EL 9LR5 L w O O � O -n u � I'1 _ ` � � M �� � � O � � � � L ' ' W � FIN FLR EL � � EL 88'-0" FIN FLR EL �'�\v L(A���r�`y \ � �y, .1�- � iv'�,,1 i_/ �i" ���,�i ,`y�i� � ' =,n' %� � EL 87'-�n '� / . � II_I �,� ���-�_� �'� - � �����c�,r , �1 . /�p -I.�� 4 ��i' �v.�� iJ _�/ /"� ,������ ' � ��� r�� % �<A"�\-1� k� li / �� r .� f���v— /y�\� �Y �\� � w��j\�^� ��\,.� �� ��, r���� '�l•� �, ' � i����l i�j' - ��- �'-��,�P'�_! = � �i � J '`�, !�'�_��l,��=_� {I7' �' � ����� �''�\ 1�/.� _li ` ' ' �,� . �� �'- �k` 1� '-J�y� "i`� � L � I.i Lr, , `,� � �tiy I� �� �/ B � � i i v,� � Yv ; �� ,� � B � �� (�" =1 �`� O �` / '-� -\ ��i'FS i ���' �/<'i I'-'�>���> �' � � �I 1 r+i �'r �'� ��`!� ��!-�� � �l ��. �- Y, ,d;��r���,%����\ _ ,�.'�� _�1,�`��� �I- �` -�.- '� \ X ` f���i r�_ �ti, `�� �7� ✓�` y �ai � ��\y ; -�x� i\P\/�\- �� ./�� ��il � � ��,r I'T� � _ / � �•�n��-j . . �� �- �- � � 't� � , � �4��� -.-�u r �'- n�x' �, '� r i - r / : 1 ���''� <` ��i. �"�\;��, r �-�,• �{, � � .� � >; !'�'r, i���� 7 FINFLREL - ��;_r � ��;; ,�e�, ,� _��'�, k�;�, ,-i�*IT� `1�-lr`�\`u \\ �� � EL: 78'-I 0 I/4" - '` �-i, 1 - � �� � , ' �� �, ' , Ji 1' � .�' � �� �( �1 �/ ���� �, y��l� �, ��`I� .�'/i�1 � +r/� i� FIN FLR EL ��,�'��y� �'�^ �� ��/�X���`J ��,7\.�����,-� �,�7?-� �, �����'� � ' , EL• 76'-I 0 I/4" , i '� , . -�C'_� ; �l � ' � � i \ �+� , 1 ��-l'`� � fs /. y � � 1 y �-�, i i ' \ � i '�- <�- �i s��'��� q, 'i��\�>�i - � ��!, _i� x �'\/ \J ) ' ' ' � = ' r���; y �_ � /�%. I ��' �'� � '' NEW TRIM BAND - MATCH NEW DECK ,,�� J ���� �_� -Jr,� f�- �,� �� �"�,� ' - EL: 76'-4 I/4" �_,�%h�'�i�`� ' ;, ` A � t y� �� �`' UNIT#7 �..� �� ., � , �r� � � � 11 �\�',� �4 1=� � � NEW PAD ��� �;.\ �t_ iT : ,,'�!�- ` EL. 74'-I 0" GAS F P FLUE NEW STUCCO FINISII � � PAINT TO MATCh STUCCO MATCFi EXISTING COLOR ALIGN THE HORIZONTAL VENT CAP AND TEXTURE ~ O WITI1 ThE TOP OF TI1E WINDOWS � � 50UTH EL���TION AND CENTER IN THE WALL ` � W � � o �'J I/4" = I'-O" � � � Q � � U ~ � F-"� � o , � (� � . . ,� � � O W ►� . �, o � � - � w � � N � NEW WINDOW- 7 � � � U � 0 O � � o � � � H O � ` -� � �, , � .\� �. �\ r�;,�, , _ � =;�-�,�1, ;�a ,� ,�� _ � I, _/,1 ��(� :;�`�-� �, � �� _� _/i �i`�' �� ���_ �'�� '� � �-� ��i� � �, \� ���� ,��-� �, � � � r -��� r'_ ��J/ ,> \� �;_� '�-(�,, �-, _ �� N�� � � 155UE DATE \ � , � '-� �� NORTH EL�1��TION �Y' '� PROGRE55 01 . 10.08 � �;,' PROGRE55 04.04.08 � I/4" = I'-0" ,,.� O ,; ,, ^� _ � B I D 5ET 05.Oq.08 7 1 %z \"'�F � �( ,i :'1_�` " - ';� ,� �, �,.� `� �r/� ' ��I `�/- ' ��a` ' :�I,-/' , . '=;/"1� ���� � ' /i ��Z��� � f,. � k�a-,.�J i 1 ' �i �����,� ,� T�� '�i.�ir� �� ��� F � \�/ `/ T� _ —�.� ��V'�II�� I// ��',\1-,�_ � �\i � �1�` ��{y Y�I�� `/ i �J : ��`�if�. �ti%_��� _ ��� '�'�j.�� °1�� � 'I\i. i � \i- � �%� ��� � \ v � W�ST �L���TION , I/4 I -O �� . ( t � U 5'-0" � ' F V �"'� . ` • � N ---, U � - - _ \- - _ , - . `- - - w o ` �- ,- = � - r-- W I 1�lt�OJ� SG��17UL� ��-' � O � w^ �� � _ -- INTERIOR SCONCES - C�J � .� � �� I_ II �` ' HEIGHT TO BE � � Q � � 4 0 4 CONFIRMED NO. TYPE SIZE R.O. REM�RKS U r-► � � �C � d� N ' T' - - FRENCII SLIDING 6'-0 4"x8'-0" - � � I � � _ A Q O �D �O � � -' ,-i-� FIXED 3'-0"x4'-I" t1EAD @8'-0" � � a � � � B � r - - _ C CASEMENT 6'-I"x4'-I" PAIR CASEMENTS ��j' � O O � , l � N 44.5"x30" � � � � � � - - RECESS 6" FROM - - -� - - - Z ' STONE FACE " N � � � O G � � - - _ - - � � � NOTE M � � - ' - F�•� �_ � 1_ FIN1511ES - MATC11 EXISTIN6 E.�.�{ STONE EDGE � - - - � rrl BLACK METAL ANGLE MATCN POTATO PATCti EXISTING WINDOW F� FIREBOX FOR SUPPORT SPECIFICATIONS WEATh1ERSt11ELD DESER TAN CIAD , i - `` - RECESS 3" � ALIGN _ -, _ �� WITI1 FIREBOX � m 3'-6" 3�� 3�� 4'-0" W � . �,,,� U � � � � � G �I�E_PL�G� I NTEi�I OR EL���T I ON `'� � v2 - � o � � H W � 00 1 � � � �1 , C.� � F"� � o H . . � � � � zo w � . O � � Nw � � N � F■■� � U � 0 O � � � � o �4 � � . H • O . ,� . FIN FLR EL EL 97'-5" �� �� 0 0 FIN FLR EL FIN FLR EL EL 88'-0" EL• 88'-O" 155UE DATE - PROGRE55 01 . 10.08 PROGRE55 04.04.08 BID SET 05.Oa.08 FIN FLR EL FIN FLR EL EL. 78'-I 0 I/4" EL 78'-I 0 I/4" � FIN FLR EL FIN FLR EL • EL 76'-I 0 I/4" EL• 76'-I 0 I/4" 9 � �� � I S�GTION � SEGTION B � I/4" = I'-O�� � I/4"=1'-O�� � U � � � . ' � N U � w � ~ � O � w � oNO Q `� `� ' � U � � � � KEY x � �, N � � � NOTE: MATGH ALL EXISTING FIXTURES � � O � � AND GONTROLS. . O � � �D REGE55ED DOWN LIGHT \ O � O V Q WALL SGONGE � � � � � ir�r�oR-er or� � 'Z �ax-t�,rcH eui�vir�srnNVa� �/ O SO SMOKE DETEGTOR w � HARDMUR�INTO BUILDIN6 SYST8�1 � � � DUPLEX OUTLE � �e,� EXTERIOR DUPLEX OUTLET �"'� � SWITGH W � p SWITGH � � 3 THREE WAY � SPEAKER — GEILING MOUNTED � N/PHONE/GABLE � ❑r THERMOSTAT NOTES: � I. OUTLETS PER GODE UNLE55 NOTED OTHERWISE 2. GONDUIT FROM T.V. LOGATION TO STEREO � x EQUIPMENT LOG�TION U � 3. ELEGTRIG HEAT MAT IN FLOOR, UNDER THE � � ' TILE. GONTRAGTOR TO SIZE FOR HEf�T � Q� ' LOSS. � � � � 4. STEREO ~ � SPEI/�KERS: GEILING MOUNTED � L� EG2UIPMENT BY OWNER EXISTING ELEGTRIGAL � � 5. T.V. : � SMOKE DETEGTOR O O w � SONY BRf�VIf� TO REM�IN � 44.5(W)x30(H)x5(D) 'D T � O � - � � Q � EXISTING ELEGTRIGAL r , ►—� � ' ' � SMOKE DETEGTOR �� v � TO REMf�IN E..,� O � � r. . � i ^ � � W �:-� o � � � � � w � saav�sonr� � N '� I � � U S P�RE� OF ELEGTRIG O O HEftT MAT � � � � � � � H D !""� SEE ELEV,4TION FOR HE I GHT STEREO EQU I PMENT �O��� ��` ,�� SEE ELEV�4TI ON Y FOR HEIGHT ���GTfi�I G�� �''��1� SGALE� I/4�� _ ��–O° 155UE DATE PR06RE55 01 . 10.08 PR06RE55 04.04.08 BID SET 05.Oq.08 + � d � I O ( I \ DESIGN CRITERIA Potato Patch �11 Remodel JOB # 0710-19 C. Floor or roof framing members must be aligned to bear within 5 inches of the 2003 IBC FASTENING SCHEDULE TABLE 2304.9.1 �� studs beneath. l � Deck Live Load (Snow) -------------------------------- 100 psf D Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, exposure 1, A B B R E UT A TI 0 N LI S T �t���3 F�loor �LvedLoadd------------------------------------ 40 Psf at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d CONNECTION FASTENING°� "' LOCATION �,�Q,��oom000TF,p�, p nails spaced at 6 along panel edges and at 12 along intermediate supports ��o�. � Floor Dead Load ------------------------------------ 15 psf E Provide (3)-2x10 headers over all door and window openings, with one 2x6 trimmer � �o�st to s�ii or girder 3 - 8d common toenad �Q� ,� . Wind (3 Second Gust) --------,------------------------ 90 mph (Exp. B) and one 2xE kin stud each end, unless otherwise indicated 3 - 3" x o�3�" na�� A B. ANCHOR BOLT LAM. LAMINATED Seismic Desi n Cate or B g 3 - 3" �4 a e sta �e Q� ���`5�� �� g g y ------------------------------- 9 9 P A F.F. ABOVE FINISHED FLOOR LLV LONG LEG VERTICAL IBC Edition --------------------------------------- 2003 F At beam bearing locations in stud walls, provide multiple-stud posts equal to width 2 Bridgmg to �o�st 2 - ad common toenad each end A F G. ABOVE FINISHED GRADE LONGIT LONGITUDINAL �� � � � of bearing rnember uniess noted otherwise. 22- 33ni4 �a e„sta �ie ADJ ADJUSTABLE LTWT. LIGHTWEIGHT � °��SS►�N���? FOUNDATION DESIGN. 2 Floor Constructior: 9 9 P ANCH. ANCHOR LVL LAMINATED VENEER LUMBER A Provide 3/4� thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, 3 1" X s° subfloor or �ess to each �oist 2 - sd common face na�� APPROX. APPROXIMATELY LSL LAMINATED STRAND RIM MATERIAL a. Design of individual and continuous footings is based on an assumed maximum allowable exposure 1. Glue and nail panels to all supports with 8d nai�s spaced at 6" along 4 �der than i" x s" subfloor to each �oist 3 - 8d common face na�� ARCH. ARCHITECT MAX. MAXIMUM JUN 1 7 2008 bearing pressure of 1500 psf (dead load plus full live load) panel edges and at 12" along intermediate supports. Install sheathing with long s 2" subfloor to �o�st or �irder 2 - isd common blind and face na�i BD BOARD MECH. MECHANICAL b. Foundation and retaining walls have been designed using an assumed lateral pressure of 50 dimension perpendicular to joists and end �oints staggered. s Sole plate to �o�st or blocking isd at �s" o c tyPcai face na�i BLDG BUILDING MAT'L MATERIAL � pcf. B. Provide solid blocking between floor joists at all bearing locations Blocking matenal 3" X o�3�" na�i at s" o c BLKG. BLOCKING MANUF. MANUFACTURER c. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per the shall match the floor joist material. 3" 14 gage staple at �2" o c BM BEAM MIN. MINIMUM recommendations of the geotechnical engineer, below frost depth. BOT BOTTOM (N) NEW � > 00 d. Provide continuous foundation drains around the erimeter of all basement walls and at the Sole plate to �o�st or blockmg at braced - Q `� + P STRUCTURAL STEEL wa�� anel 3 - 16d per 16" braced wall panels B4O.W. BOTTOM OF WALL NOM. NOMINAL � o base of retaining walls. Contact geotechnical engineer for details P (4)-3" X o�3�" nad per is" BRG. BEARING N W NORMAL WEIGHT � ¢ 00 cO r e. Provide crawl s ace ventilation er IBC IRC re uirements. (4)-3" �4 gage staple per 16" U � Q p o°o o�o P P � q a Structural steel shall be detailed, fabricated and erected in accordance with the most current CANT. CANTILEVER O.C. ON CENTER � � a, a, f. A representative of the geotechnical engineer shall verify soils conditions and types during edittons of AISC Specifcations and Code of Standard Practice 7 Top plate to stud 2 - isd common end nad C.J CONTROL JOINT OPNG. OPENING Z � � I I excavation. Because geotechnical information was not available at the time of preparation of » » �� •• •• •• 3 - 3" x o.i3�" na�i � o o Z r� r�: b. Expansion bolts shall be wedge type Hilti or Rawl or Simpson , or approved equivalent with 3 - 3" �4 a e sta �e CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD D o � �. the construction documents, we have used assumed values based on similar sites in the area the following minimum embedments 9 9 P CEM CEMENT f� PLATE � � N �- °' °' Construction of the foundation may not proceed without verifying these values Report any c. 1 2" diameter ---- 2 1 2" s st�d to sole plate 4 - 8d common toenad CLG. CEILING PLYWD PLYWOOD ~ �' ao W -�`'i ,�X � � 4 - 3" x0.131" nad Z � desir npancies from design assumptions to structural engineer for re-evaluation of foundation d 5/8�� diameter ---- 3�� 3 - 3" 14 gage staple � CENTERLINE PKT. POCKET Q .L � � f-~- o � g CLR. CLEARANCE R 0 ROUGH OPENING � a� cO � -'"" g. Backfill around and above structural buttresses and retaining walls shall be compaction-tested e 3/4 diameter ---- 4 J � per the recommendations of the geotechnical engineer. p y g p p pp 2 - isd common end nad COL COLUMN RAD. RADIUS � f. E ox anchors called for on the drawin s shall be "E con" or "Rawl" or "Sim son" or a roved � h. Verif t e of fill with soils en ineer and structural en ineer rior to backfillin q y p y ' 3 - 3" X o.�3�" na�� CONC. CONCRETE REF. REFERENCE � •- e uivalent anchor s stems Minimum embedments, if not s ecificall indicated on the rn Y YP 9 9 P 9• 3 - 3" 14 gage stap�e CONN CONNECTION REINF. REINFORCE�REINFORCEMENT Z � drawings, shall be accarding to the manufacturer's specifications � 9 Double Studs 16d at 24" o c face nad CONT CONTINUOUS REQ D REQUIRED REINFORCED CONCRETE• g. All welding shall be done by an AWS qualified welder. U � c� °O °' � 3" x o 131" noi� at 8" o c CONST CONSTRUCTION RET RETAINING - t� � "� �n h. Delay painting within 3' of field welds until welds are completed 3" 14 gage staple at s" o c C P. CRIPPLE POST REV REVISION � � � � I a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI i. Where corrosive soil conditions exist, steel angles that are used to support exterior stone �o Double top plate� �sd at �s" o c typ�cai face na�i C.W CRIPPLE WALL R S ROUGH SAWN � � °' °' 3 1 8) as a dop te d by C hap ter 1 9 o f t he 2 0 0 3 I B C v e n e e r s h a l l b e g a lv a ni?e d an d s ha l l be a t tac he d to t he foun da tion wi t h ga lvanize d or s tain less s" X o i3�" na�� at i2" o c +' X o rn rn steel ex ansion anchor� DBL DOUBLE SCHED SCHEDULE � o c� b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. P 3" 14 gage staP�e at 12" o c m �� DET DETAIL SECT SECTION � c. Concre te s ha l l be propor tione d using Type I-I I su l fa te-resis tan t cemen t A dmix tures con taining � � GENERAL REQUIREMENTS• DIAG. DIAGONAL SHT. SHEET � +� o � o Q chloride salts shall not be USed. Double to iates s - �sd common ia s i�ce Q � �- d Cold weather concreting procedures shall be provided as recommended in the ACI Manual of P P �2 - 3" x oi3�" na�i P P DWL. DOWEL SIM SIMILAR � a �vv Concrete Practice. a. Structural erection and bracing. The structural drawings illustrate the completed structure i2 - 3" 14 gage staple typical face na�i DWG. DRAWING S.I.P STRUCTURAL INSULATED PANEL � e. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge and with all elements in th�ir final positions, properly supported and braced. The contractor, in �� Blocking between �o�st or rafters 3 - 8d common toenad EA EACH SPEC. SPECIFICATION spaced at a minimum of 10 bolt diameters unless noted otherwise the proper sequence, shall provide shoring and bracing as may be required during construction to top plate 3 - 3" x o.i3i" na�i E.J EXPANSION JOINT SQ SQUARE f. Concrete coverage for reinforcing steel. to achieve the final completed structure Contact structural engineer for consultation (not in 3 - 3" 14 gage staple ELEV ELEVATION STD STANDARD 1 Concrete cast against and permanently exposed to earth: 3" contract) as required. �2 R�m �o�st to top p�ate sd at s" (152mm) o.c toena�� ENG. ENGINEER STL STEEL � 2 Concrete exposed to earth or weather: b Dimensions. Check all dimensions against architectural drawings prior to construction. Do 3" x o�3i" no�i at s" o c EQUIP EQUIPMENT STRUCT. STRUCTURAL not scale drawin s. 3" 14 gage staple at s" o c EQUIV. EQUIVALENT T&B TOP & BOTTOM � A #5 bar and smaller 1 1�2" g 13 Top plates, laps and intersections 2 - 16d common face nail EXSTG EXISTING T&G TONGUE & GROOVE B. 6 throu h 18 bar 2" c. Construction practices: General contractor is responsible for means, methods, techniques, E EXISTING T.O. TOP OF # 9 # 3 - 3" x 0.131" nad 3 Concrete not ex osed to weather or in contact with round: sequences and procedures for construction of this project Notify structural engineer of � � � p 9 3 - 3" 14 gage stap�e EXP. EXPANSION T.0 C TOP OF CONCRETE A. Slabs, walls, oists 11 bar and smaller 3 4" omissions or conflicts �etween the working drawings and existing conditions. Coordinate P 9 e EXT. EXTERIOR T.0 F TOP OF FOOTING � �# � / » requirements for mechanical/electrical/plumbing penetrations through structural elements with 14 Contmuous header, two ieces �sd common �s" c c a�on ed e B. Beams, columns 1 1�2 15 Ceiling �oists to plate 3 - 8d common toenai► F D. FLOOR DRAIN T 0 L TOP OF LEDGE � structural engineer Jobsite safety is the sole responsibility of the contractor All methods s - 3" x o�s�" na�� FDTN. FOUNDATION T.0 M TOP OF MASONRY used for construction shall be in accordance with the latest editions of the IBC IRC FLR FLOOR T.0 W. TOP OF WALL REINFORCING STEEL• 5 - 3" 14 gage staple d Details not specifically shown on the drawings shall be constructed in a manner similar to the �s contmuous header to stud 4 - 8d common toenad FRMG. FRAMING THRU THROUGH a. Detailin fabrication and lacement of reinforcin steel shall be m accordance with the ACI details that are shown for like conditions. These items shall be brought to the attention of �--� 9� P 9 3 - 16d common minimum, Table 230810 41 face nail FTG. FOOTING TRANSV TRANSVERSE Manual of Concrete Practice the structural engineer as soon as possible for approval. Approval shall be obtained prior to i� Ceiling �oists, iaPs over partions 4 - 3° x o i3i" na�i installation. (See Section 230810 41, Table 230810 41) GA. GAUGE TRTD. TREATED � r� b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM 4 - 3" 14 gage staple GALV. GALVANIZED TS TUBE STEEL COLUMN Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note e It is the responsibility �f the contractor to contact the structural engineer at the appropriate 3 - 16d common minimum, Table 2308 10 41 face na�i on plan, or bars to be welded, which shall be grade 40 time to perform site observation visits. Observation visits to the �obsite by the engineer are i8 Ceding �oists to parallel ratters 4 - 3" x o.i3i" na�i GEN. GENERAL TYP TYPICAL � �� » �� » for determination of eneral conformance with the construction documents and shall not be (See sect�on 2308 10 41, Table 2308 10 41) G.L GLUE-LAM U.N.O UNLESS NOTED OTHERWISE , c. Epoxy adhesive for reinforcing dowels shall be Hilti or Simpson or approved equivalent g 4 - 3" 14 gage stap►e GYP. GYPSUM/GYPCRETE VERT. VERTICAL construed as inspection. ry adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall 3 - Sd common toenad f. Thou h ever effort is made to rovide a com lete and clear set of construction documents, �s Rafter to plate HDR. HEADER V.I.F. VERIFY IN FIELD E�-� be accordin to the manufacturer's s ecifications. g y P P 3 - 3" x 0131" na�i 9 P discrepancies or omisspns may occur. Release of these drawings anticipates cooperation and (See sect�on 23os�o i, Table 23o8.to�) 3 - 3" 14 gage staple HORIZ. HORIZONTAL W F. WIDE FLANGE d. Metric bar size conversion table continued communication between the contractor, architect and en ineer to rovide the best HSS HOLLOW STEEL SECTION W.P WATERPROOF � � Q METRIC 10 13 16 19 22 25 29 32 36 g P 2 - 8d common face nail # # # # # # # # # ossible structure. These drawin s have been re ared for the use of a ualified contractor 20 �" diagonal brace to each stud and plate HT. HEIGHT W.W.F. WELDED WIRE FABRIC � INCH-POUND �3 �4 �5 �6 �7 �8 �9 �10 �11 P 9 P p q 2 - 3" x 0131" nail � experienced in the con�truction techniques and systems depicted. 2 - 3" 14 gage staple INT INTERIOR WD. WOOD M STRUCTURAL WOOD FRAMING g Existing structures: C�ntractor shall be responsible for verifying dimensions, elevations, 2i �" x s" sheathmg to each beanng wa�� 2 - sd common face na�� INV INVERTED W/ WITH � H•�� � framing, foundation and anything else that may affect the work shown on the drawings K KING STUD W/0 WITHOUT � � � '- Under innin , shorin cnd bracin of existin structures shall be the res onsibilit of the 22 Wider than �" X 8" sheathing to 3 - 8d common face na�i a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch P g g g g P y each bearing wan JST JOIST � contractor. 23 Budt-up corner studs 16d common 24° o c. O #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas � � � 3" x0131" nail 16" oc Fir-Larch #2 ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE-TREATED LUMBER SHALL HAVE A � r 3" 14 gage staple 16" o c � b Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED � � Bu�lt-up posts shall consist of Douglas Fi►--Lar-�h or Hem Fir #2 or better 2x4 0� 2x6 studs 24 Budt-up girder and beams 20d common at 32" o c face nail at top and pER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. � O 3° x 0 131" nad at 24" o c bottom staggered on ' \ �, per plan and shall be nailed together with 2 rows of 16d nails � 6" on center along each 3" 14 gage staple at 24" o c op�osite sides v stud CONNECTION SCHEDULE TOP FACE JOIST � O d. Built-up beams consisting of multiple 2x members shall be nailed together with two rows of 2 - 2od common face nai at ends and at 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts spaced at 3 - 3" X o i3�" na�i each splice � SIMPSON LUS26 - (4)-10dx1.5 (3)-10d � � ; 24�� on center 3 - 3" 14 gage staple __ BQ SIMPSON LUS210 - (8)-10dx1.5 (4)-10d � ` + � e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. Plates placed 2s 2° planks isd common at each beanng � � I--I directly on concrete walls or slabs shall be pressure-treated Hem Fir �2 2s coiiar tie to rafter 3 - 10d common face na�i � SIMPSON ITT3511 88 (4)-10dx1.5 (2)-10dx1 5 (2)-10dx1.5 �1 �a f. Ledgers attached to concrete walls shall be treated Hem Fir �2, or if LVL matenal is used, 4 - 3" X o�3�" na�� p0 SIMPSON LSSU210 - (9)-10dx1 5 (7)-10dx1 5 � O � shall have a continuous waterproof inembrane between the concrete and the wood 4 - 3" 14 gage staple face na�i g Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated 2� Jack rafter to hip 3 - 10d common toenod EQ SIMPSON ABU66 - - - � a 2x6 bearing block. Provide �fz clearance around end of wood beam. Block against sides of 4 - 3" x o 131" na�i _ beam pocket with treated 2x 'blocking to provide lateral support for beam. 4 - 3' 14 gage staple FQ SIMPSON LSSU135 (9)-10d (7)-10dx1.5 h. Beneath solid or built-up columns noted on plans, blocking of area equivalent to column QG L4x4x1/4x0'-5 1/2 W/ (2)-�"� THRU-BOLTS & (2)-�"�x6" EXP. ANCHs Q above shall be provided within floor joist spaces and in wall spaces below Door or window 2 - 16d common face na�� _ trimmers consisting of a single stud do not require special blocking in the �oist space. 3 - 3" x o.�3�" na�� H� SIMPSON ABU46 - - � � 3 - 3" 14 gage staple i. Except as noted otherwise, minimum nailing shall be provided as specified in the "Nailing IQ NOT USED - - - � � 28 Roof rafter to 2-by ndge beam 2 - 16d common toenail Schedule" on the drawings (2003 IBC Table 2304.9 1) 3 - 3° x o�3�" na�� 0 SIMPSON IUT9 - (8)-10d (2)-10dx1.5 j Bolts used for wood framing connections shall be installed with standard washers and nuts. 3 - 3" 14 gage stapte � k Unless noted otherwise, steel connectors such as those manufactured by the Simpson , Company shall be used to join rafters, �oists or beams to other beams at flush framed 2 �sd common face na�t r conditions Use all specified nails. Connector conditions not otherwise noted shall utilize Type 3 - 3" x o i3�" na�i � U or Type HU hangers of a size specifically designed for the member supported, as shown in 3 - a" 14 gage stople the manufacturer's published tables. Contact structural engineer for details as required 2s �o�st to band �oist 3 - 16d common face na�i � I. Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall be 5 - 3" X o i3�" na�i ripped to match the width of the wall or beam flange. Nailer plates supporting top flange 5 - 3" 14 gage staple � hangers from one side only shall be installed flush with the face of wall or beam flange at 3o Ledger stnp 3 - 16d common face �a�� the hanger locations. 4 - 3" x o.�3i" na�i 2x6 STUDS � 16" 0 C. m. Manufactured �oists shall be from an approved manufacturer and shall be equivalent in load 4 - 3" 14 gage staple W/ 1/2 PLYWD. OR OSB � carrying capacity and deflection criteria to BCI 6000 series �oists in the depths and spacings 3� wood structural panels and particleboard b �/2" and less sd��� (per KRM)4 SHEATHING indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as required 1/2" � x 10" A B 's � 48" O.0 Subfloor, roof and wau sheathing 2 3/8° X o�3�" na��" b the manufacturer. IN CONT TREATED 2x6 R (to framing) � 3 f4" X 16 gage° 1/2" � x 10" A B 's � 48" 0 C n. Laminated veneer lumber (LVL) shall have the following minimum properties „ 19/32" to 3/4" 8d /(per KRM)Q IN CONT. TREATED 2x10 R. 9 y STR 2 s a X o,3,° �a��P desi ned b 1. Flexural stress --------------------------- 2600 psi 2x6„STUDS � 16 0 C W/ (1)-#4 CONT. HORIZ. 2" 16 gageP RIPPED TO MATCH FDTN. WALL , M WG 2. Modulus of elast�city ----------------------- 1,900,000 psi 1/2 PLYWD OR OSB �/a° to �° 8d` 76 -10 1 4 drawn by 3 Tension parallel to grain --------------------- 1850 psi SHEATHING d e � 76 -8 T.O. PLYWD. TDH i �/s° to i �/4° �od o� sd checked by 4. Compression parallel to grain ----------------- 2310 psi . Single Floor (combination subfloor- 3/4" and less 8d° (per KRM)4 T O.W. � 78 -6 underla 5 Compression perpendicular to grain (parallel to glue line� 750 psi - yment to framing) 7/8" to �" 8d d e � ISSUed T.0 W. � �/s" to � i/4" �od o� sd � , � QC TYP. 6. Horizontal shear ------------------------- 285 psi � i�i� �� I-JOIST BLKG PANELS � f .�����i����� , � 7. Connection of multiple-member beams: � „ 32 Panel s�dmg (to framing) 1/2" or less 6d �T�T�i i A. To loaded beams � ��� 24 IN FIRST JOIST SPACE 5�8� $df '�`��,y`��`� Q PRELIM 05/12/08 i p For members 12" dee or less, nail each member to the next with 2 rows of ���`i�i���i��`�� „ W/ (5)-8d NAILS INTO EA. 9 h ��`� ° � P ��;���/�/ 4 33 Fiberboard sheathing 1/2" No 11 gage roofing nad , P ER M I T 06/17/08 » i PANEL, TYP. 6d common nad 16d nails at 12 o.c. #4 DWLS x 3'-0 � 16" �� r +. i No 16 gage staple ii) For members greater than 12 deep, nail each member to the next with 3 76'-10 1 4 25/s2" No ii gage roofing nadh a (1)-#5 CONT. HORIZ � MID-HT. rows of 16d nails at 12" o.c. (1)-#5 CONT. �ORIZ. T.0 PLYWD. sd common na�i , B. Side-loaded beams � MID-HT. No 16 gage stap�e' ° i) For two or three member beams, nail each member to the next with 3 rows ~ 76 -8 34 Intenor paneling �/4" 4d� 4 4 N of 16d nails at 12" o.c. _ , T O.L. 3/8" sdk ,a #5 DWLS x , ii For four member beams, bolt throu h with 2 raws of 1 2" diameter bolts at #5 DWLS x � ° � 24 O.C. � � 9 � „ I NOTES TO TABLE 2304 9 1 „ 12" o c. � 16 O.C. L' Q For SI 1 inch = 25 4mm 2 3/8° x 0 113" nads and 3" x 0 131" nads are standard 8d and 10d Gun nads a ��j/��j/��j/���/� 6 iii) For members consisting of more than four members, contact structural 6 - ������%� �' � a Common or box nads are permitted to be used except where otherwise stated �/ ,� �2�-#°J 5 CONT. engineer. 2 5�S CONT. b Nads spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 �nches at supports where , y�/��� HORIZ TOP & BOT. O. All lumber used ifl construction Shall have a maximum moisture content of 19� � �-# CONT. TREATED 2x12 spans are 48 inches or more For nading of wood structural panel and particleboard diaphragms and shear walls, 70 -8 �'� , HORIZ. TOP & 30T. a refer to Section 2305 Nails for wall sheathin are g °� ° p. Unless made of treated or naturally decay-resistant wood, all deck beams and joists (including , LEDGER W/ (2)-16d g permitted to be common, box or cas�n T.O.F. � �. 70 -$ , .� c Common or deformed Sna�k - sheet glue-lams) wider than 1� shall be sealed and flashed at the top surface per architect. T.O.F. 9 ��� DRIVE PINS � 16 0 C d Common 00 � � ° q. Framing Notes: _ � ������������, e Deformed shank a 1. Exterior WaIIS � � O ° ��j��\j�� f Corrosion-resistant siding or casing nad �j�;• g Fasteners spaced 3 mches on center at exterior edges and 6 mches on center at intermediate supports A All extenor�walls are 2x6 Studs � 16" o c. to� a �maximum height of 12�-6",�� 2x6 � ���!i h Corrosion-resistant roofing nads with 7/16-inch diameter head and 1 1/2 mch length for 1/2-inch sheathing and PERIMETER DRAIN PER 4'� 8" 4" � studs � 12 o c. to a maximum height of 14-6 , and (2�-2x6 studs � 16 to a 1 3/4 inch length for 25/32-inch sheathing SOILS ENGINEER maximum height Of 17�-4�� UrIIeSS otherwise noted. WaIIS tallef than 17'-4�� ShClll PERIMETER DRAIN „ „ „ i Corrosion-resistant staples with nominal 7/16-mch crown and 1 1/8 inch length for 1/2-mch sheathing and 1 1/2 inch be framed wlth manufactured laminated studs. Contact engineer for SpaCing PER SOILS ENGINEER 4 $ `�' length for 25/32-inch sheathing Panel supports at 16 inches (20 inches if strength axis is the long direction of 1�-4" the panel, unless otherwise marked) � requirements, if not indicated on plan. Cap with a doUble top plate installed to � �� � Casing or finish nails spaced 6 mches on panel edges, 12 inches at intermediate supports �� � �� provide overlapping at corners and at intersections with other partitions If overlap 1 -4 k. :'anel supports as 24 mches Casmg or finish nails spaced 6 mches on panel edges, 12 inches at intermediate supports 1 SCALE: 3/4 = 1 -0 IS not possible, strap top plates with metal strap ties (Simpson ST292 OI' I For roof sheathmg applications, 8d nads are the minimum required for wood structural panels m Staples shall have a minimum crown width of 7/16 mch S1 . equivalent). 2 SCALE• 3/4�� = 1�-0�� n For roof sheathmg applications, fasteners spaced at 4 inches on center at edges, 8 mches at intermediate suaports. B Gable-end wallS shall be balloon-framed to the bottom of rafters OI" end-wall S� o Fasteners spaced 4 mcF�es on center at edges, 8 inches at intermediate supports for subfloor and wall sheathmg and 3 ' trusses UC1IeSS approved by engineer. inches on center at edges, 6 mches at mtermediate supports for roof sheathing. tJOB #0709-19 p Fasteners spaced 4 mches on center at edges, 8 inches at mtermediate supports r, q Items noted as "per KRM" have been changed from the IBC schedule to a more restrictrve requirement � _ NORTH A. LOWER LEVEL FR � M I N G PLAN SCALE: � 4" = 1 �-0�� , ��p R����� � PLAN NOTES FOR NEW FRAMING• �'���°������°Q��'� e�p�� I \/ ' ' 1 NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED. � EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED e � ��� a�: i � � i � i � � � �:��_ 4� � I �� � � � I I � I � � � I I ' � I � NON-CONTINUOUS POSTS FRCM ABOVE ARE INDICATED � � ��`� � � _/� � i C- I� Li- � - � i ��%� �� �� �� � � i� � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 1 �S���NA�,�c.� � ,- - ; j � =r==i =-{==-�_� _� � i I� I 2 ALL COLUMNS ARE LABELED AT THE TOP. / , i � // //�� � � I ' i I j ; i � � ' � � �i i 3 NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP 1, SPAN JUN 1 7 2008 ; ' RATING 24 0 C I I�//� � � � ' � ' � � ' � i ' �I I 4. "�" INDICATES CONNECTION TYPE - REF S1 FOR SCHEDULE. � �f ' ' � __ —_'=i — i—=�—