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GENERAL NOTES• HENRICH RESIDENCE REMODEL JOB 0708-14 �� �� -� �'�2 - - - - - - - - ` � � � # T.' �' FLYW�' _ _ _ = _ = _ _ _ = = � � �r = = = = = III 111 DESIGN CRITERIA: GENERAL REQUIREMENTS: � �II � � QEO , ,� , _ UBC Edition --- ------ ------ - -- ---- 1997 - SEE 2/S1 FOR OTHER END ��� ��� ti``' •- �� . ;. � a. Structural erection and bracin The structural drawin s dlustrote the � � 5;'; . . ._ . . 9 9 - - - - - I I completed structure with all elements in their final positions, properly � � �: '{ _ FOUNDATION DESIGN� supported and braced. The Contractor, in the proper sequence, shall ° � '� ~ provide shoring and bracing as may be required during construction to (E) FIOOR FRAMING I a a J °<:�' ,,. � a. Design of individual and continuous footings is based on an achieve the final completed structure. Contact the structural engineer �N) 4" CONC. SLAB d�•.;:y " � SHOWN THUS, TYP. I. ' .- I .•• .. �' assumed maximum allowable bearing pressure of 2000 psf (dead for consultation (not in contract) as required. (THICKENED � EDGE) � ,- , . , �0� "" 41�� Q load plus full live load). b. Existing structures: this construction adjoins an existing structure, � � . .- ` � b. Footings shall be placed on the natural undisturbed soil, or compacted contractor shall be responsible for verifying dimensions, elevations, � . ° I � : ^�� structural fill, below frost depth. framing, foundation and anything else that may effect the work shown - , : ' . a c. A representative of the geotechnical engineer shall verify soils conditions on the drawings. Underpinning, sh6ring and bracing of existing � ° , , � F � and types during excavation. Because geotechnicol information was not structures shall be the responsibility of the contractor. ° a ' • ' " a , ' � � � W ° N available at the time of preparation of the construction documents, we c. Dimensions: Gheck all dimensions against architectural drawings prior �� �� � � � � � � D z ,°ogo have used assumed values based on similar sites in the area. to construction. Do not scale drawings. ��� �o� � ; a � � a v �5owm Construction of the foundation may not proceed without verifying these d. Construction proctices: General Contractor is responsible for means, ��o� (E) FOUNDATION SHONM THUS � a ° � I z � woa � values. Report any discreponcies from design assumptions to structural methods, techniques, sequences and procedures for construction of 4 $^ � . � �j o Noo�'^, a�'^, engineer for re-evaluation of foundation design. this project. Notify structural engineer of omissions or conflicts � _ - :. � (E) CRAWLSPACE Z rn nx between the working drawings and existing conditions. Coordinate 1 �2" EXP. MATERlAL, TYP_ ¢ � oK ° Q REINFORCED CONCRETE: requirements for mechanical/electrical/plumbing penetrations through ALTERNATE CONDITION I . ° - I J o m � nw structural elements with structural engineer. Jobsite safety is the sole � � ��o� � � °c a. Concrete desi n is based on the °Buildin Code Re uirements for res onsibilit of the contractor. All methods used for construction 4" VERTICAL CURB � • �`��i°�i��y`�ii��g� � � m 9 9 9 P Y �, . . ���Q�����r Z � Reinforced Concrete" (ACI 318-95), shall be in accordance with the latest edition of the UBC. WHERE SLAB IS BELOW ! e . • �\�c\y� � ° Nn � � b strength 'of 3000 ps"h�Ii �°ve a minimum 28-doy compressive e. �engineer at thesap�proprateetimettocperform site observatontvisits. TNE T.O.F. J__°. �i� 9 •_ o a � � � 3 2 Observation visits to the bsite b the en �neer are for determination q" • . , . � T.O.F. � xo � a c. Concrete shalf be proportioned using Type I-II sutfate-resistant cement. �° y 9 THICKENED SLAB m ° � q Admixtures containing chloride salts shall not be used. of general conformance with the construction documents and shall not �a I ` �oX d. Cold weather concretin rocedures shall be rovided as recommended be construed as inspection_ EDGE AS SHOWN « � 9 P P 92'-3 1 2 � � ° � " in the ACI Manual of Concrete Practice. f. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. T.O. SLAB ° ^ e. Anchor bolts for beam and column bearing plates shall be placed with Release of these drawin s antici ates coo eration and continued . • . � • ��'�� �'%'%� setting templates. 9 p P - i�p �i; (E) FOOTING � f, Expansion bolts shall be located at a minimum of 6 bolt diameters communication between the contractor, architect and engineer to ° •�o���� ` from concrete edge and spaced at 10 bolt diameters unless noted provide the best possible structure. These drawings have been `�i\� ���i �h��� o a,� � � otherwise. prepared for the use of a qualified contractor experienced in the �� g. Concrete floor slabs on grade and on metol decking supported by steel construction techniques ond systems depicted. i� #4's x 24" � 4" CONCRETE SLAB ON 4" CLEAN framing shaU have sawn or tooled control joints at a maximum spacing GRAVEL BASE ON UNDISTURBED � �� � 16" O.C_ of 15'-0" in each direction. Locate control joints along column grid GRADE OR COMPACTED STRUCTURAL 2 -#5's CON7. HORIZ. lines where possible ond provide slab isolation pints around columns. FILL PER SOILS ENGINEER. �3� CLR. COVER) h. Concrete coverage for reinforcing steel (ACI 318-95): REINFORCE SLAB N11TH t . Concrete cast against and permanently exposed to earth 3" 6x6-W7 .4xW1 .4 WELDED WIRE 2. Concrete exposed to earth or weather : FABRIC THROUGHOUT. PROVIDE 1 " A. #5 bar and smaller 1 7 /2` DEEP SAWN OR TOOLED CONTROL � 3. Concrete not exposed ta weather or in contact with ground: JOINTS AT 15'-0° MAXIMUM � A. Slabs, walls, joists (#11 bor and smaller) 3/4" � SPACING EACH WAY. � REINFORCING STEEL: a. Detailing, fabrication and placement of reinforcing steel shall be in ENTRY LEVEL � SCALE: 3 4" = 1 '- O" W A accordance with the ACI Manual of Concrete Practice. S1 �i b. Except where otherwise noted on the drowings, reinforcing bars shall conform to ASTM Specification A615-79 and shall be grade 60 except � (E) PLYWD. ~J � ties, field benf bars where permitted by note on pian, or bors to be F -� Q � welded, which shall be rade 40. 101 '-1 1 2 w � a 9 -=�____�-°===�= 0 c. At splices in concrete, lap bors 36 diameters. Do not weld or use T.O. PLYIND. i i� � � � � �� i mechanical splicing devices unless specifically approved by engineer. (N) 2x12 RIM � �� � (E) ENTRY � ' � �� � � d. At comers, make horizontal bars continuous or provide comer bars PER PLAN „�, - - __ _ �- I - - rl� � � i �u- - — Ji i ni to match horizontal steel. Around openings and steps in concrete, - - - - � ��� - - -- --- - � � �� � rovide 2 5 bars extendin 2�-0" be ond ed e of o enin or ste � �� � - � �� � P � )-# 9 Y 9 P 9 P. - - � � �t� -- - - - - "v - — - - - - - - - - - - - �a� � , ►-� e. Extend reinforcing steel a minimum of 24" through cold joints. Unless "" \ "" a � speci�cally located on plan or details, coordinate cold jaint locations (N) STAIR (E) 2x12's � 16" O.C. � I" �3'-tl � /�"_ _ ,,� _ _ _ _ _ _ _. _ - __ ;�� I Q� with engineer. OPENING � � * _� 9-� -$ � �� � y f. Welded wire fabric sholl conform to ASTM Specification A-185. Lap (N) 2x12 RIM � FIOOR �� � M T.O. PLYWD. ' " ' welded wire fabric a minimum of one full mesh plus two inches. Laps PERlMETER INDICATED i fl�_ ' __ � ii ' � shall be wired together. ��g, 7`(p, ENTRY LEVEL � �� � �� � � � �� � - - - - - - - - - - - - - - 7 ,� � Metric bar size conversion table: � ° � � �� � 9 MEIRIC INCH-POUND STEP T.O. WALL TO � ° � � �� � #� � #3 (N) 2x6 STUD MATCH {E) FLOOR STEP � ` - -- - - - - - -- - - - _ - - � �� � � �� _ -� a� � #13 #q � BEARING WALL ; ;; ; � I�STEP TA_PLYWD ; ;; ; F� #� 6 #5 iiii a ` _ _ _- _ `--_ _ - _ _ --_ - -- - - = -?iii S7RUCTURAL WOOD FRAMIN�: (FdH AITEDPSLAB G UE 1�" ' j _�RIFY (E) JOIST�7 - ; ;; ; (E) PARTITION WAL.L � �� � (N AIR � �� � (N) 4" CONC. SLAB SHOWN THUS, TYP. I I� I O ENI i` T� I a. Except where noted otherwise, all 2" nominal lumber, except studs, R TO CONCRETE) � II � - - - - - - - - - - - - -- - � i1 i shall be Dou�las Fir-Larch #2 and better, and all solid timber beams 92'-3 7 2 � �� � � � n � and posts 3 nominal and wider shall be Douglas Fir-Larch #2. • , ° ° • - ° T.O. SLAB I ��/f1 _ I �� I �/ 2 � d� IC! -_ — . S} - — I !I I ' � � � � � ` 0� - - �' � aa lN1 1111 b. Studs shall be Stud grade ond better pouglas Fir-Larch or Hem Fir. �� �- . � �� � � �� � 1 c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or ��� � � • - , �� � � �� io ` ' ; �_ ; _ _ _ _ _ _ _ _ _ _ _ _ _ _ L „ , �� — better 2x4 or 2x6 studs er lan and shall be nailed to ether with 2 � � � � � � � � � "" ' " ' - - - ° - - P P 9 ° � �� � 101 '- 1 1 2 rows of 16d nails � 6" on center along each stud. . �"' ����y �i��i�� '° � �� � � �� � designe�y � 0� 6 � �� (E) FOUNDATION WALL T.O. PLYWD. � �� � d. To and bottom lates shall be Dou las Fir-Larch or Hem Fir 2 and J ��� � (2)-#5's CONT. TOP & BOT. ' "� " " - - - - - - - - - - -- - - - - - T" ' drawn � P P 9 # i � .. � �� � � �� � ,. SHOWN THUS, TYP. better. Plates placed directly on concrete walls or slabs shall be � � '-4" � �� � LIVING LEVEL � �� � checked pressure-treated Hem Fir �2. M ;; � - - - - - - - - - -- - - - - - -- - - - - - - - ��',i � � e. �thin floor joists spaces beneoth solid or built-up colum�s noted on � n � � �� � issued o _` plans, blocking of orea equivalent to column above shall be provided. � �� � � �� � Z iiu - - - - - - - - - - - - -- - - -- - - - - - -_ �ii Door or window trimmers consisting of a single stud do not require SCALE: 3 4" = 1 '- O" ' ° � � � " " PERM T �7 `i1 03 special blocking in the joist space. g� f, Except as noted otherwise, minimum nailing shall be provided as specified (E) JOISTS SHOWN THUS, TYP. in the 2000 IBC Table 2304.9.7 . g. Framing Notes: 2. Interior load bearing walls: A. Interior load bearing Wa��s are zxs st�ds cas U P P E R FLOO R FR A M I N G P LA N SCALE : 1 /4�� _ , � — o �� indicated on plan) � 16° o.c. with 1 /2" gypsum wallboard both sides unless noted otherwise. Cap with a double top plate installed to provide overlapping ot PLAN NOTES: comers and at intersections with other partitions. If overlap is not possible, strap top plates with metal strap 1 . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN 11-IUS: _ �— sheet ties {Simpson ST292 or equivalent). B. Floor or roof framing members must be aligned to bear 2. VERIFY ALL DIMENSIONS. within 5 inches of the studs beneath. � �y C. Provide (2)-2x70 headers over all openings in woll, with 3. (E) REFERS TO EXISTING CONSTRUCTION, (N) TO NEW. � 1 one 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud each end, unless noted otherwise. � D. At beam bearing locations in stud walls, provide mulitple- stud posts equal to width of bearing member unless noted otherwise. JOB 0108- 14