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<br /> �IIA � ING SCHEDU � E � U �
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<br /> F- C) U N D A T I ❑ N S � CONNECTI�N� NAIL.ING� � � � �
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<br /> F�ootings shall bear on �Firr� undisturbed soil a r�inir�ur� of 18" below the �oist to Sill or Bear� 1601 Toe NQileol � W
<br /> � f inish grade line and 12" below the line of the original graole f or one Briolging to Joist 1�d Toe Nailed � � -,
<br /> and two-story structures, and z4" loelow finish graole �qr three- 3/4" T&G Decking to Jvists 8d cor�r�on at 6" �,C, at edges � � Z
<br /> & 10" ❑.C, in f ield (� 0 (/)
<br /> story structures, �
<br /> These plans were designed to conforr� to the latest edition of Bui�ding �ounclation and footing sizes are loased on a r�axir�ur� allowable soil loearing Rir� Jois-t to Joist 1601 F�ace Naileol U �
<br /> Codes at the tir�e the plans were c�rawn, Constant changes in BUilding preassure o� �000 psi, Verify local conditions and noritfy owner of Studs to Bottor� Plate 16d �ace Nailecl � �
<br /> Codes, both locally and nationally, in addition to changes in environr�ental any oliscrepancy, Bottor� Plate to Joist 16d F�ace Nailed � � _
<br /> qualif ications and local options for plur�bing, heating/cooling and wiring, Do not excavate greater that 1-1/2�2 slope below f ootings Top Plate to Studs 16d �ace Nailed � (� � ,
<br /> Doulole Top Plate 16d �ace Nailed �
<br /> r�akes conf orr�ity to all louiloling restrictions ir�possible, Consequently, �ootings to extenol loelow f rost line or 18" below fin�h grade, whichever is Q �
<br /> -the use of these plans is sub ject to local code requirer�ents and greater, Corner Studs 16d �ace Nailecl � �
<br /> in-terpretations, Headers to Top Plate 16d �ace Nailed � �
<br /> C ❑ � C R E T E � Ra�ters to Top Plate 16d Face Naileol
<br /> r Plywood Roof Sheating 8d cor�r�on at 6" �,C, at edges j�
<br /> It is the resonsibi�ity to the user to evaluate these p�ans for conforr�ity � o
<br /> � to local codes requirr�ents, Any additional olesign or drawing services All foundation wall and footing concrete shall develope a r�inir�ur� cor�pressive & 12" �,C, in field
<br /> �SB Wall Sheating 8oi cor�r�on at 6" ❑,C, at eciges ---I Ln
<br /> required loy local code are sub ject to CAT Design standard service strength of �000 psi at z8 days, W o
<br /> fees, All concrete slabs shal� deveople a r�inir�ur� cor�pressive strength of 3000 psi & 12" �,C� in field U o ,
<br /> at 28 days, EXCEPT AS REQUIRED BY SHEAR WA�L SCHEDU�E, � o '
<br /> The Contractor shall verify all dir�ensions anol condi-tions prior to beginning Concrete forr�s, shoring and pouring r�ethods shall conforr� to current A,C,I. � �
<br /> any work and notif y ❑wner of any discrepancies, standards, (� ❑ T E S ' �
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<br /> Backfill shall not be placecl against baser�ents retaining walls until� � 11�
<br /> CAT Design does not g�arantee the availability of any r�anufactured a, Concrete or r�asonry grout has reo.cheol iits 28 day strergth� All frar�e walls shall have stud frar�ing placed at 16" ❑,C, except where f-- o
<br /> produczs suggested or specifieol on the plans of' specif ications, This lo, Structural f'loor frar�ing Cincluding sub-floor) required to stabilize otherwise noted�
<br /> advice is to verify the availability of a�l r�anufactureol products wa�ls is cor�plete and �ully nailed ancl anchored, Top Pla+.,es shall be doubled on all walls except where otherwise noted,
<br /> before proceeoling with construcion, especially those i-ter�s af fecting Cripples under all headers shall be ontiinous to loottor� plate,
<br /> rough opening dir�ensions or other dir�ensions on the plans, a« C � �1 C R E T E � Doulole joists under all walls para�lel to joists except where otherwise (�
<br /> r�anufactured r�aterials, cor�ponents, fas-teners, asser�bties, etc�, shall be noted, O �
<br /> handled and installed in conforr�ance with r�anufacturers specifications All reinforcing ste�l shall be deforr�ed steel bar con-�orr�ing to ASTM A615 Block all stud walls as required f'or sheathing, W �
<br /> and instru�tions, Where specific produc-ts are called for generic and GRAGE 40, Solid Bloking be-tween all joist and raf'ters at supportir�g walls and bear�s > �
<br /> equivalents whieh r�eet applicable stanclards and specifications r�ay be A�l reinforcing steel shall loe r�anufactured oletaileol, fabricated and placed except at rir� joist. Q �
<br /> used; in according wii-t ACI 318R, ACI 315R and ACI SP 66, DoUble rir� joist at all walls paralEel to joiszs,
<br /> Welding wire faloric shall con�orr� to A�TM A185, in as long a length as is Bear�s, geysers and joists supporting loearing walls or concentrated loads f--
<br /> In the event of a conflict between applicalole codes anol regulations and Practicable, Welded wire fabric shall be lapped at least on grid shall not loe notchecl, (� �
<br /> re�erence standarcls o-F -these plans o.nd specifications, t4�e r�ore wiclth plus 2", All rafters chall be notched -to provide futl beQring ar supports, �/ �
<br /> stringent provisions shall govern, Reinf orcer�ent shall be bent colb and chall not be welded, All joists shall have a r�inir�ur� of Z" bearing at supports, �
<br /> SPLICES; Lap all joists 6" r�inir�ur� at all interior bearing supports, Z
<br /> ' No variation required loy Building ❑-�ficial shall be binding on the Designer� Mud sill and ledger boards at concrete walls shall have anchor bolts of �[ �`
<br /> Reinforcer�ent in concrete and r�asonry shall have lap lengths as follows, the size and spacing shown on the drawings, Each looarol shall be W �
<br /> specif ications anoi clrawings indicate f inish structure, Builder shall be unless otherwise speci�ied on drawings� secured with at least two loolts anol each boarol shall have a bolt (/) �
<br /> responsible -�or construction r�ethools, procedures and conditions expect within 1�" o�F each end, �
<br /> as specifically indicated otherwise in con-tract docur�ents, BAR SIZE� IN C�NCRETE� IN MAS❑NRY� Cover sufaces loehind siding, shingles anc� where indiCated on drawings with O �
<br /> #3 1'-6" 2'-0" louilding wrap, or an approved equivalent product, (� W
<br /> D E S I G N � ❑ A D S � #4 2'-0" �'-6" Provide c�ouble �rar�ing at all roof & �loor diphrar� penetrations ur�less � �
<br /> ; #5 Z`-6" 3'-0" otherwise noted on plans� � W
<br /> DEAD L�ADS+ LIVE ��ADS� �
<br /> PLACEMENT�
<br /> MISCE � � ANE ❑ US �
<br /> Roof, with shakes/shingles 15 psf �loor 40 psf Reinf orcer�ent shall loe accurately placed ancl supported loy concrete,
<br /> Roof, with clay/concrete tiles 25 psf Stairs 100 psf r�etal, o� o-ther approved �hairs, spacers or ties, and secured Contractor shall verif y all conditions and dir�ensions prior to bebinning work
<br /> �loor 10 psf Decks 60 psf. o,go.inst displacer�en-t during concrete of grout placer�ent� and shall notif y owner of any oliscrepancy,
<br /> Garage 50 psf or 2000 ptld
<br /> Roof 40 psf Except where otherwise noteol reinforcer�ent shall have concrete Contractor shall be re�ponsilole for variations o� deviations fror� the plans
<br /> cover as f ollows� without written con�irr�ation f ror� Designer,
<br /> I N S U � A T I ❑ �l � a, Concre�e deposited against earth 3" Contractor shall provide adequate loracing or support alt partions of the
<br /> b, �orr�ed concrete against earth 2" structure un-til all r�er�loers have foeen perr�anently connected together, �
<br /> c, Exterior �Faces o� walls 2" Plur�biing diagrar�s or drawings shall be provided by the plur�bing contractor,
<br /> R���� d, Interior faces o� walls 3/4" Heating/Cooling dust diagrar�s of drawings shall be providec! by the Heating/
<br /> Vaulted areas R-49 e� To top of slabs on graole 3/4" Cooling contrator,
<br /> �lat Ceilings R-49 Heat loss or energy use calculations shall be provioleol by Heatin /Cooling
<br /> EXTERI❑R WALLS� g �
<br /> � x 6 s-tU�s R-z1 W � Q D � R A M I N � � contrQ�tor,
<br /> 2 X 4 Stuols R-15 Truss design, engineering and plans shall loe provided by the Truss �
<br /> - All solid sawn lur�loer shall lae DoUglas �ir/Larch installeol as notecl on the r�anuf acturer� �
<br /> F�loor over un-heated spaces R-30 plans and connected as specified in the nailing Scheolule, Lur�ber shall Each loedroor� shall have at least one window with a sill height of no r�ore /�
<br /> Baser�ent walls R �1 �/ � .
<br /> be as graoled in accordance with current Western W000l Products 44" aioove the �loor, �
<br /> Slab f'loor-on-grade R-10 Rigicl Insulation Association CWWPA) standard grading rules, All fireplace openings shall be provided with a ter�pered glass doors, �
<br /> Ducts in un-heated spaces R-5 �
<br /> 1, Posts, Bear�s & Headers #2 Provide outsiole cor�bust�'on-�-arr=f or� ireplaces, wood stove and liquid �� �
<br /> Cantilevered floors/�loors over garage R-30 2� �loor, Ceiling Joist & Ra-�ters #� & Btr, fuel heatin a liances�U-B=��7=0�C1�= ,
<br /> 9 PP
<br /> 3� Sills, Plates & B�ocking #2 Sr�oke oletectors shall be�conneet�ec4 to hause power, � �
<br /> Insulation to be installed with vapor barrier on interior face, It r�ay be 4� StUds D� "stud" Tub and tulo/shower enclosures to have 1/2" water resistant gypsur� boarol m
<br /> necessary to increase teh olepth of frar�ing r�er�loers greater than �, T&G Sub .F�loor Decking 3/4" C/D ext, Glue Plyw000i and a hard, r�oisture resistant sur-�ace up to 6' above floor, �—I �
<br /> shown on the drawings to accor�odate thicker insulation r�aterials as 6, Wall Sheating 7/16" �SB All exhaust f ans, range hoocls ancl dryers shall vent to the outsicle
<br /> r�ay be required loy local codes of conent�ons, Caulking of gasketing is 6. Roo�F Sheating 15/32" ❑SB throught ducts,
<br /> to loe applied at all exterior sills and plates and all exterior envelope Al� exterior wall bearing wall openings shall have 6 X 8 header, A�l exterior walls & walls cor�r�on to un heated spaces shall loe 2 X 6 studs ,
<br /> penetrations Cbetween window of door frar�es and rough openings), � f� � �
<br /> at 16" O,C, with R-21 insulation unless otherwise notecl,
<br /> Provide 1 hr, fire wall loetween garage and living areas, and under all stairs �
<br /> where storage space is avai�able,
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