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VAIL INTERMOUNTAIN BLOCK 9 LOT 8.PDF
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' ` � ' . .� _ � " . _ � _ . , _ ...� J - ' - ' - - {, � [F � ` Town of Vail Comm. Dev. Dept. - Building Safety & Inspection Services 75 South Frontage Road Vail, CO 61657 (970) 479-2138 FAX (970) 479-2452 Plan analysis based on the 1997 Uniform Building Code Pro�ect Number: B99-0065 Date: April 26, 1999 Pro�ect Name: Ball Residence Address: 2835 Snowberry Dr Contractor: None Registered Occupancy: R3,U1 Architect: Beth Levine Construction: V-N Engineer: Monroe & Newell Report By: Charlie Davis NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Portions of the material contained in this proqram are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. # SHEET IDENTIFICATION CORRECTION REQUIRED ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- 1 Include a copy of the soils report for this site. -- Sec. 106.3.3 2 Glazing in this hazardous location is required to be glazed with safety material. -- Sec. 2406.3 & 2406.4 3 This bathroom is required to have an openable window or a mechanical ventilation system. Where there is a bathtup or shower, such system shall be connected directly to the outside. -- Sec. 1203.3 4 A smoke detector is required in this area since it provides access to rooms used for sleeping purposes. -- Sec. 310.9.1.4 5 A smoke detector is required in all rooms that may be used for sleeping purposes. -- Sec. 310.9.1.4 6 A smoke detector is required on all levels and they are required to be wired to an alaxm in the bedroom area(s) . -- Sec. 310.9.1.4 1 f � T ' Page # 2 Code review for: Pro�ect Id. : Ball Residence Address: 2835 Snowberry Dr 7 A smoke detector is required in the upper level ceiling at the stairs. -- Sec. 310.9.1.4 8 A smoke detector is required in the basement. -- Sec. 310.9.1.4 9 Mechanical room information required. It must contain size of equipment, if it is listed for alcove/closet installation venting run, size of combustion air. Per 1997 Umc IF hot water heating equipment is installed, the room must be 16 times greater in size than the room it occupies, Sec. 304.2. Combustion air must be sized according to Table 7A. A floor drain is required in mechanical room per sec. 1022 UMC. Venting of equipment must comply with 1997 UMC Chapter 8. If the vent term�.nation is mechanically draft induced, a mechanical engineer will be required to certify that it complies with sec. 817, and no combustion products will enter the building. No mechanical work is allowed until a mechanical permit is aquired. All above information is required to be submitted with a mechanical permit application. 10 Dryer exaust must comply with 1997 UMC sec. 504.3. The length of of the duct run is a maximum of 14' , and must run to the building exterior and be equipped with a back draft damper. 11 Please provide information on what type of gas fired fireplace is being installed. � � < < . Page # 2 Code reviewrfor: Pro�ect Id. : Address: Town of Vail Comm. Dev. Dept. - Building Safety & Inspection Services 75 South Frontage Road Vail, CO 81657 (970) 479-2138 FAX (970) 479-2452 Plan analysis based on the 1997 Uniform Building Code Pro�ect Number: B99-0065 Date: April 26, 1999 Pro�ect Name: Ball Residence Address: 2835 Snowberry Dr Contractor: None Registered Occupancy: R�,U1 Architect: Beth Levine Construction: V-N Engineer: Monroe & Newell Report By: Charlie Davis NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. SEPARATION DIRECTION BOUNDRRY AREA INCREASE FIRE PROTECTION NORTH Property line 81.0 Feet 81.0 Feet EAST Property line 16.0 Feet 16.0 Feet SOUTH Public way 72.0 Feet 47.0 Feet WEST Property line 36.0 Feet 36.0 Feet EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No EAST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No SOUTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No WEST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required R3 0 hour 0 hour None Any No f ) ! � + Page # 3 Code review for: Pro�ect Id. : Address: U1 0 hour 0 hour None Any No None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50� of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall. FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS ------------------------------------------------------------------------ 2 Garage 524 .0 .0 1 No 2 Master bedroom 198 19.8 9.9 1 Yes 2 Master bath 114 .0 5.7 1 No 2 Living room 346 34.6 17.3 1 No 2 Kitchen/Dining room 277 .0 13.85 1 No 2 Bathroom #2 29 .0 1.5 1 No 2 Mud room 47 .0 2.35 1 No 2 Halls, closets, etc. 218 .0 .0 1 No TOTAL FOR FLOOR 1753 1 1 Unfinished 500 .0 .0 1 No 1 Bedroom #4 196 19.6 9.8 1 Yes 1 Bathroom #4 63 .0 3.15 1 No 1 Family room 295 29.5 14.75 1 No 1 Bedroom #3 114 11.4 5.7 1 Yes 1 Bedroom #2 156 15.6 7.8 1 Yes 1 Bathroom #3 70 .0 3.5 1 No 1 Mechanical room 40 .0 .0 1 No 1 Laundry room 46 .0 2.3 1 No 1 Halls, closets, etc. 366 .0 .0 1 No TOTAL FOR FLOOR 1866 7- BUILDING TOTAL 3619 2 r . � ' , Page # 4 Code reva.ew for: Pro�ect Id. : Rddress: FOOTNOTES: 1) EGRESS - An operable window or door that opens directly to the exterior is required from this room. The minimum clear openable area must meet the following. -- Sec. 310.4 1) The minimum clear height is 24 inches 2) The mi.nimum clear width is 20 inches 3) The minimum clear area is 5.7 square feet 4) The maximum sill height is 44 inches 2) The number of exits is based on Table 10-A (Dwellings) 3) A mechanical ventilation system may be used in lieu of exterior openings for ventilation. -- Sec. 1203.3 Such system shall be capable of providing two air changes per hour. ROOM DIMENSIONS: Habitable space shall have a ceiling height of not less than 7 feet 6 inches. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of 7 feet measured to the lowest pro�ection. If the ceiling is sloping, then the minimum height is required in only 1/2 of the area. -- Sec. 310.6.1 Every dwelling unit shall have at least one room which has not less than 120 square feet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. -- Sec. 310.6.2 Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension. -- Sec. 310.6.3 STAIR REQUIREMENTS: 1) A stairway in a dwelling must be at least 36 inches wide. -- Sec. 1006.2 2) The maximum rise of a step is 8 inches and the nunimum zun is 9 inches -- Sec. 1006.3 exc. #1 3) A handrail is required on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers. -- Sec. 1006.9 exceptions 4) Provide a guard rail where drop off is greater than 30 inches. The minimum height = 36 inches, maximum opening size = 4 inches. -- 5ec. 509.1 & 509.2 exc. #1 5) The minimum headroom is 6 ft.- 8 inches. -- Sec. 1006.15 6) Enclosed usable space under the stairs is required to be protected as required for 1 hr. fire-resistive construction. -- Sec. 1006.12 r ' � � ` Page # 5 Code review for: Pro�ect Id. : Address: GLAZING REQUIREMENTS Al1 glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except �alousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels ad�acent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walkinq surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. r � � � Page # 6 Code review for: Pro�ect Id. : Address: SMOKE DETECTOR REQUIREMENTS: 1) A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area. -- Sec. 310.9.1.4 2) A smoke detector is required on the ceiling or wall in each sleeping area. -- Sec. 310.9.1.4 3) A smoke detector is required on all stories. -- Sec. 310.9.1.4 If the upper level contains sleeping room(s) , a smoke detector is required in the ceiling of the upper level close to the stairway. -- Sec. 1210. (a) 4 4) Smoke detectors are required to be wired to the buildinq's power source and shall be equipped with a battery backup. -- Sec. 310.9.1.3 5) Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located. -- Sec. 310.9.1.4 FIREPLACE REQUIREMENTS: FACTORY BUILT FIREPLACE: 1) Unit must be an approved unit. -- Sec. 3102.5.1 2) Clearances and hearth size must be per manufactures approval. -- Sec. 3102.5.1 3) Chimney height must be per manufacturer's approval and Table 31-B OCCUPANCY SEPARATION: Between the garage and the residence, materials approved for 1 hr. fire resistive construction are required on the garage side only and any doors between the garage and the residence are to be a self-closing 1 3/8 inch solid core door or a 20 minute fire door. -- Table 3-B & Sec. 302.4 exc. #3 � . � � ' Page # 7 Code review for: Pro�ect Id. : Rddress: SHAFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with all �oints locklapped. The outside must be 1 hr construction. All openings into any such enclosure shall be protected by not less than a self-closing solid wood door 1 3/8 inches thick or equivalent. -- Sec. 711.6 2) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts, provided the annular space around the vents or piping is filled at each floor or ceiling with noncombustible materials.-- Sec. 711.3 3) Shafts for gas vents, factory-built chimneys, piping, or ducts that do not extend through not more than 2 floors need not be in 1 hour shafts, provided the openings around the penetrations are fire stopped at each floor. -- Sec. 711.3 4 ) All other shafts are required to be enclosed in a 1 hour assembly. -- Sec. 711.1 & Table 6-A 1) Provide a window or door to the exterior from every room used for sleeping and basements. -- Sec. 310.4 A window must provide a clear open area of 5.7 sq.ft., a clear height of 24 inches (minimum) , and a clear width of 20 inches (minimum) . -- Sec. 310.4 4) The minimum ceiling in a habitable space is 7 feet 6 inches except kitchens, halls, and baths may have a ceiling height of 7 feet. -- Sec. 310.6.1 5) Provide a smoke detector in all sleeping rooms and areas having access to sleeping rooms. -- Sec. 310.9.1.4 6) If there is a basement, provide a smoke detector that is connected to an alarm audible in all sleeping areas. -- Sec. 310.9.1.4 7) Provide a smoke detector on all floors that is connected to an alarm audible in all sleeping areas. -- Sec. 310.9.1.4 � � __. _ . . , . . ,.,,. . ��. i �' I I Q, \ 1 n :r I i . ^ x � . . 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GONTR,�+.GTOR SHALL FC?LL�W �LL R�QUIR�MENTS L_IST�D 1Pd 501L5 i 5 �'cEi�OR T. � � � '-O" ! �2'-O" la'-5 1/2" � 17'-6 1/2" 6'_O" 5. GQNTRAGTOR SHALL PLr'�GE {3)-#� YERTIGALLY FULL H�1C�}-1T Q� W WALL AT HIGFi StD� OF ftLL WALL 5TEP5 HIGHER TH�T�i 4'--Q" iN f • � �DDITION TO Y�IALL �I1��ORGEME1�t7 SHOWN OTHERWISE. f�" � I S I/2" � II'-6 1/2" 6" y�� � 6. ALL �OC)7lNG5 11�1 GRS�V�lLLSPAGES 51�i.hL1. SE $AGK �IL.L�D WtTt� � � � ^ GOMPAGTED STRUGTUi�L FILL TD THE T�P Q� TH� FCa�TiNG � � � � ; ���MUM�UNLE55 NOTED OTHcRW15� ON PLANS OR SFiOWN Uhl � I f I � I I e '7. FLOOR ELEVATIDNS SHOWN AR� �T TOt� O� 5LAE3 CR AT TOP O� q � � � L �'-O" � GONGRET� � , PLYWOUD PLDOR S�iEATHING, � 54 PILA5TEi2 I ! � 8. �OOTING ELFVATIONS SHOWh! RR� MAXIMUMS AND MAY N�ED �O (Tl'P�GAL �3 PLAGFS) i , ` ' a BE LOW�R�D DU� TD 501L GONDI710N5. V�R(PY GHANG�S WITH r - f- - -� STRtJG7URAL EhIGIN��R. � ' 1 � � ��, ����� � � ' G PLP.GE SLAi3 ON GRAD� ON STRUG-fURAL GO� �,y r t' i{� titPAGT�D �1LL OF � �{ � I - - ° - I -- , ' - - - - - � - - - - - - - - -- - -�- tt ;�l �` �h' a��m%��1 NATURAL GRADE A5 OUTLIN�D 1N 50}L5 R�PGRT. ' J L _� J � � � �4 �F m•"/��,,•a 10. lJNLFSS OTH�fZW15E l�OTED - ALL 5LA8 ON GrZADES A�?� 4" TFfGK � � ` I � `�� � °•yJ�r°.A WITH 6X6 1N�.1 X {N�.I WELD�D W1R� PABRIG. - C4"l'-O"] L�14'-O") { • e � �q3,_���) � (Q5�_���) � � _ k � o il. PR�VIDE GONTF�OL ..lDINTS OR GONSTRUG710N JOINTS A5 SHOWN + f �-" ' � ON FOUh1I7ATiOiv t-"�LAN MAXIMUM 51Z� O� EAGH AR�P� SfiALL PlOT � � , , , „ , 1, , � � � o �'; : �-Ea' X 2 -6 �! 1 O' t=0UT1hlG W�TH (3�-#.� � � �i��,.'° `" ��' 6�• ys��•��� EXG��D ��5 �T 3'-6 I/2°! I r � 1 ! �'' )�" 12. CANT�'AGTOR TO G�OPUINl�T� ALL DIM�N510N5 Ai�D D�TAILS �P'C'� �`�'`Y � ; �����,a�s°.'_' !,°',.,y'�`���� W►Tfa ARGHIT�GTIJRr'�.L DRAWING'.3 � , (T"r'IGAL 8 PLl�GES) � � � � ��'��.111�;,,`�`�� • , '( ' I3. GENTC-R �OOTINGS UNDER 1^1�rL1.5 AN1� GOLUMN� UNLE55 �4�_��,�6 � (- -�` � r -�-'' � (- -�, � � � � � � �,mma DIMENSIC3AlEp OTHERWIS� ON �G�IJNDATION PLAN GOLUMN '� ( z � - � , � ' ' `�� - - - - � f � ` 1 ! - � - � � � � - � 14. RE��R TD ARGi-itTEGTURAL DRA�WINGS �DR ST?,IR �RAMINC-� DETAIL...r �� , � � f�ND L,4PtDtIVG SLAB ELEVATI�NS. c 2'-t� X 2-6' �GO7"It�lG ' � '��� � I � I � � '� { I _ , ( - - - �� �OCITING STEP � = -� L -� J L � J L _� J _ i I5 ALL SIT� WALLS NOT 5H0!^Eh{ ON TH15 PLAN SHALL S� f3lJfLT P�FL WITH (3)-�5 � �L�- ` �yFj�_Q��� i 1 � } ARGHITEGTURAL LANt75GAPE PLANS, DETr�ILS AND �I.��/ATION5 ��`�H �Y ST�p � (q�'-O"} [!00'-O"] [10�'-O"] LI02-O � t � SI7E fNALLS SHALL NOT E3� GONN�GT�D TO TH� BUILDING UNLE�S + _ _ - � � [qn'-C° �[q��_p��7 !a6'-O") (�1P>'-�") (G6'-O") � i NOT�D OTHERWISE. — — — — — — — — — — l6. 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" � 5�� m 6 GOLUMN � � , ( � - - - - - - - - - - - - - - -�a��-�": _ � ` _ J f f_ _..-' - - - - - - -4 - - - - - - - - - -- - - - - - - � � � - - - _ I-- - - -- - - - - --�-r- -"! _�- - -- -� ' � , _ e � �� �� � �� � _ � � _ � �- ` GRA�L /� �� � � x--�x�---+ex---�-x a 3/4" - I' " � " WAt_L s - - � - - - ! • i - , °4•:00 ° 0•:4i•.°r4•:o•<•.°•D:os , � a J STcF' ry -� � 1 ' �'� � Oo�.C?�C�oa.0,��00°.��'Oo° �`3� 5 BARS A � �� =,i � '`;" � [�OT'-0"] I 0 _ �s „ , -� T 1 -O X��'\ I _ - -.� _ . _ : --t _ _-., _ _ � �103'-O"� L _ � fa \ WALL REIN�ORGIhiG z.� ;�..�rt,. -.';�_, �3� '`_`� ��� �>�- r'_ �� _;�~>�;�'� _ -� _.s `-"�. ��, � �. � < � a, , RE� ARPLIGikBLE DETAIL - - � � I �iii�-oH] 1 - �Z � 1/�" ISOLATION JOIFiT ' �ate {��-(34-99 � . � � I o f � � ` ' °°� � _ , �, � �, „ . ., - 4° SLAB-ON-GRAD� WITH � m w��1_ Draw� B MSH � � Q, � ( -D �'8 4 I -O 6X6 Nl2.IXW2 I W.W�. QN ST�P 4 Y V l� �a 4�� GRAVEL 8A5E � - - -- - - - - - - - -�61-2Xb--• ` - - - - - - - - -�- - - - - - - - - -� �} ' C�'t�'C�G� �� ��'� S�GT C Ol�( .4-.�, p` GOLUt�rr•� — , � 3!4" _ �'-U" � � ' ` --�x�-�- I . si Pro��ct Rdo. ��22 � ° x-4•=x;•- x-�-x�--x ; , . a . �, « � •�•i0' � �•i4U' � �•iCa � +��:0 � 0•iOd+ ° • Oo°. �n°Oo°.0�1°Oc°.0�°Oo°.4.�'Oo°. �tL�Vi${O!'9S � + a� A � Qe , � Q � •--- ( c�2-t�.�-9� B!D ��r � ' . � �r� r�e'w���r�� �� ?"1F''+X HLOGK OUT I � ( ��_i�_9� �.� a 0 • � ° � a ' �• ° • �r' I • a a 4 d � e � ��� n ' _ � i � ° e a �P 4 �'"��°�°" � M11�1�M�M 24�_C7�� �2'-5 I�2" '��✓'-(� �/�u � a P � � � 1 • � d d � � ` � � I 1 60'-D" - � , FOOTI't�tG R�INFORGENS�NT a � � R�, APPLIGASLE DE7AIL NOTE: 5�E GENEE2AL NDTES -- lT�M #6F FOR E3LOGK�UT IN GOt�lGRETE 1^�ALL ' , _ � . � 1 fl - � � . ` � - TYfaIG,4L � " X � " i"I�CN�NIC.4L �3LC�GfGOUT , s ��: .= ° � , - ��t co�tc�-r� �vo-r��t�. � C���� � � � �� ��� �� . , . � �� , _ ' �� � �fi ( �1�1 2 1v ��4� � ,�_o„ S '�tn ' 3�4� ^ ���x ��� � � . � ' � - `� � � ��' __�. _.�4 � `�' �,�t = - ' � �z � , - - , � � � � . \ . R"'.*"�""c'�'S"w`�'t" . . °'�.' �^"� - --— . 'ES!'I, s� - - '�'e"�t�rner'�'.,�.�'+E" ,^�C"C'7�@f`ic.�'�t�..'7f3'" `-�'..'"''�':'S�".:.L"S�'4�.�r���.."+�@..""+:�: , . � U �M��v� O�,�N,,b � �,p t/" � ����^ � ���T �'�.. C7=^^o�a'�' ���a q� l . � Vf � Q'L7 OCv�, ps"�"� i � �.�tr Ir c :n—�C O � p"W U�•�•�� �V."�.5.M_. - � � � � �' X r," L �� � � ? �� � c �r � � 4 �� , �, � � w ' 4--- U100I� ���41"((1`�l� 1�1OT�a: � � � ua t, ALL WO�D FRL�MING ..3Ql�T5 �HALL F3� 8GV45 7YP� .lC315T5 A'"a t,°„� x MANU�AGTURED F3Y B015E GASGAD� GORF'Oi2AT�Ol�t ALT�RNAT�S � � SHRLL HAYE EQ►J.�.L OR GREATER GAPAGITY AND SHALL BE ' i�1"cVIEWED BY TH� FNGIN��R pF REGORD. 2. "Y.L." INDIGATES YERSA-LAM BEAMS, AS MAt�(UP<lGTURED BY B01:3E � ` GASGAD� GORPORATIDN. ALT��NATES SHAL.L HAV� TH� SAME OR GREAT�R GAPAGITY A5 LISTED IN TH� 57RUGTURAL G�hI�RAL � NOTES. " � « � 3 [� INpIGATES GDLUMN DC7Wh1 ONLY- MULTIPLE 2X FRAMitv"6 NaTED `� Ji�! PLANS `��� ; 4. � INDIGATES G�LUMN UP At�tD G'DWN UNL.�S� !T SEARS pt�t (3)-2Xl2 GONGRE'i� W.�LL OR �QOTfhG B�LOW, OR iT 15 LABEL��D UP CJNLY. �` +�i � ; , . �,�_� �, , �� .�� ^ � R�� 5. �t > II�tDIGAT�S TC�P C1P H�F�M EL�VATION OR PLAT� H�IC-sHT �LEYATI01�! � `� ° �''r'•f 6. '�— 1NDIGAT�S TOP O� STRUGTURAL �LO�R SH�A�THING �\ �,�,�� �� r � ������'f� •• •'�•'�. l ;�� ' �LEVATIC?N. 52 : � �' 1 , � 7. Fi�AI�E�25 SFiALL BE (3)-2XB UNL�SS NC?T�D OTHERWIS� ALL r � �� �� �� �2X1� A�' I'-4„ S� ��; �y . ' H�ADERS SHP�LL B� BUILT OtJ'f T� 5 I/� (3 V2 ) 1^JlDTH SY X � ; �. ,� �;�, Af7D12�lG PI_YWGOD SPAG�RS A� R�GtU{R�D. t� � '•.°5 � s n c . }N- . � ',Y,� q "�` i' ♦ 8. ALL GOLUMNS SNALL BE (3)-aX� UN!_E55 NOT�T7 C7T+i�RW15E. �2 ,,��'�.;�'������.�`��,� �i. 1^iDOD GOLUMIJS SH�LL dE GOt�t�'ii�lU�US �ROM �LpCR � �' TO PLOOR OR �LOOR TO R�OF. TRIMM�RS 5+iA1_L SL ADDED TO �;�� ' NOTED GC�LUMN 51ZE5 A5 REQUIR�I7 ,�n� :� i/8" X 1?° C� L �•�.)-2�12 (�)-�•`C12 �y�i' ..,...o�,�.�.,�...e.��..�.,._, �� ,. ���.�.v. ....�..�,�.�,e��.�.,..��.��� ' 10. � INDIGATES INT�RIDR BEARI1�tG WALLS. �LO�R J015T5 � �S�ARII�iG LOGATIONS �HALL LIN� UP WITH 5TUD5 F3ELOV'4 > � � C�)-�Xh �� �Oa,`�„ 5TA1�2 OP�NIPdG I�. ALL BEf�MJBEAM ANp BEAM/GOLlJMN GOHNEGTIO�tS �t-i�LL. 8E G�LUMu MAD� WITFi 51M�'�Ohl 5'f��L F'LAT� GONN�GT�RS UNL�55 NOT�D ` TOP Or= c� � «�-�X�� C3TH�RWtSE. D�G�'ING 55 52 i`f c'1 2X12 �T I'-4�� I�. RE= ARGHIT�GTURAL DRAWINGS �OR LOGATION AND 51ZE O� • ,_,�,� �- �, SIMP50til U�lO-1 HAhlGEh X N ` ROUGH OP�NIN65 IN i^IOOD STUD WALLS � � — (V -ry -"" X � � � m � 13 R�: ARGNITEGTUt2AL DRAWiNGS POR HAi�tDRAIL AND �T,4lR � � �5 �' �- ; � �RAMlNG D�TAILS. � � 5� r—UP DNLZ' 14 AI_L EXTERIUR WALLS SHALL HA� GONTINUOUS 5TUD5 �ROM ' Ui� Oh(LY j ��OOf2 TO FLOUR OR �LOOR TO RCJD� (INGLUOfNG TZ4KE YvALL.S). � j (3}-12" �l L - 15. RE� SN��T 54 �OR E��NERAL NOTC-5. I 4" � I � (�)-2X{2 _ I �� ; ' «,-�x6 � � � �.� � ,4 � �� i � GC�LUNiN (3)-aXl2 0 t - i 1 i�" �GI/�450 )( ��' ._..f� � � �aT 1'-4" STUB �, ry � � � ," � � GO 11NfN � ^ � E' �m � � �--UP ONLY GOL.Ml�! m �� �Q x � � � , � 2 , �..� ''� {� , • (Y� i i � � �` (Y �.a � m' � 55 w� 1 1 t2" gGl/�5p � J �� I . - LOG P05T R� PLAN , � � � f, � Y � � 0 - � i i AT I`-4" , h � y i I � (V l� � � I � aX12 r`�.T I�_��� � � � � t I � � � i � \ � ` p� � 6�1 � 2X t�EGKIN� (�)-2Xb � � (6)-�X6 � � d � � �b+ ° � R�t AR�9-i. GOL�UMN� � GOLUT�(N �i 10'-D" � , � � � � - _ �. � I �� �� � TCJP Q� � I � � �J fV i i 6 �/4 X 12 G L QFZ � � !='LYWOOD 12" BGI/450 � � � � � \ ---�— - _ --' i--- --- � I!8" X 15" G L-- --- --- � A�' I'-4" ± � --� ---------"°"--— --- -- -- �` t 3'�! --- ,---- � � , � � F- � T (�Xi� � � �'� T i l l'-3" : O�i-G > (5�-2X4 (4)-2X� Q ' -----— -- _ P� ^' � ,, �w — - - —� i T�P O� = 1 rOLlJMU� ���Ol_UMhi �� i - ---- � X � ___�_ , � ,�n.,�,...�r�ar!tr�+c42 - E��"�'�'"�+.Et�"J7'',.'S`a!9LiT=. �'r"�"�'"�°�'�`^�'+..."�'.�1E��.�.""�''3�SS�'S.i '.'�""�.�^,�ti,. .'�'."�""�:�T6'�,Y.�`�'^.r...��'+"G�`-�r±�.._+e..��h°_.�s.:.JE."�Sd:S"�8L'w"�.`�,'�"�%7�7"�'.'�rt+�+.+.nr.��.��fi^r'S�KT" - s "aee"�-'�°°—'"!RS.'�er"?'8'�"_.8ia::�'�SR"""�"'.���`�1^`.,:5�' '��"_a�.:.�3v�,'�L`�. � �'�!'� _ ...�,i' • - �,.y [�^C00��«+ ...NAC1 � f'+�t V v"'.��C.!�� � '-N T v � ,�+ ... �'-,E�`t= jpK� � k�'Uda ; ���„:��•'�, �,�,�, q°�n n�at�; criroc1��:' . i�,� w��.�+ �' w�MM J � � � ��.=t�r � L�....�O � a'C7U��� •= ,j`;�� ; � y� G ' ' � =a v > ,,�,� � � L. � y� w �� i �. ���./� ��,�e���� ����.�'�: y � � I. ROO� SHEATHING 5/8" (-�U/20 SPAN RA71NC�). STaGG�R PflN�L Et�1I7 JUIt�tTS ` � '0 AND PASTEN WITH IOd NAILS AT 6" trip+XIMUM At_L EDG�S �1�tD I'-O" MaXIMJM � � O'T��R SUPPORTS. V . �°�°S F� 2. R�� Ai�GI-iITEGT FOR ROD� SLOPES �ND BEaRING PLATE i-��iaHTS NOT NOTED. 3. ALL HEAD�Ra SHALL BE {3)-2X10 UNLESS DTH�r W�SE NJTED. �LL � HEAD�R.S SHALL B� E31J11_T OUT TCJ 5 I!2" OR 3 112" WIDTH BY AL7DING s -''r�� PL.YWDOD 5HIM5 /�5 R�QUI�EI7. u s 4 ALL HEApERS LOt�(GER THAf�t 6`-O" SHAL.L REQUIRE TWO TR1M � �"i-- STUDS �.hlD TlND Kli�lG STUI�S EAGH SID�. 'S ALL J015T +-fANG�RS SHALL SE 51MP50N LUP, WP GR L551J IYP� UNL�55 OTH�RlNISE NOT�D. ! ,r.�.._ � ��s �,�� `'�r� 6. ALL B�AM TO GOLUMN G�NNEGTfOI�f�, BOTH TOP ANU BOTT�M - �� ��'��,'t + �° ��oo,''"f�`'f� . � . SHALL U5E SIMPSOh! PLP.TE GUNN�GTORS UNL�SS NOTEI� ` OT1-l�RWISE ON I7ETAILS. 55 ��"% • . : -I. A(_L. EY.TEitiiDR WiltLS SFiALL Hr�VE GC�NTINUOUS 5TUD5 FROM ` � • : : 2 : �- PL�O� TD �200� (INGI_UDIh1G RA�E WALLS} � cr, : <��i • < > AT 5 OP O� r200� �3�AM OR TOP O� PLAT� NEIG'-�T ,�� , � • a. �f'`�a7��i � � • ��i � ° sa e ,,.'�''♦ s e� e v �+�°'��,oA 0 A F e° : I�, � - y t ,�� �!. SE� SFiEET 54 �OR GENE�AL NOTE�S 10 � �''•!,n�ii,����• 5� 10. RE: ARGHIT�GT �OR GHIMti�Y 51ZEa AtJI? L.OGATIONS NOT NOTED ON 5Ti2UGTUtzAL PLR?JS ��''� � il. RLL GO!_UMNS SHALL S� (3)-2X6 UNLE55 OTH�RWlS� NOT�D. !6 � 5a � Q " � I� � 55�, � � Q�y - vt UF' j Q c_y � ONL \ i ( (3)-? I/�" V L u ry � � � `\ � o � z � �; x _ Q ^ � � � N � � ��{ � � � � GO Ui�N �X`1 �� �� � !I UP � �'d°�' � � 55 � - 55 Ot1L t t � � � , Q �� 1 � ia Bcv�+�o �a1�si � �, „ � � � f i � J {�T I'–O" � � � 12" BGI/450 �'Q i m ia° S�i14�o 0 � � ,v.., � � � � � N AT I,_o�� �� Y A�- a�-o° � - � � � > � X ;�- � � � - �� f� -� � �' � � � �- C� � -� 2 tV Q U � , -� X Ul � � � � � Q t�� _ ;�0 c`i m - -- - -- --- —� , i m ;4 p� —! `— � � � ° ,� � —�- r- a�- ? o � � .� — -- - - 4 � 4� � t�-� N X GOIavX� 6�i � � � � - � �` � � � W �� m d� 13 � `� � 55 � � �a °� I �p ,� � � �, � (GO UMN d - fn ONL ------- — , _� -__-�-#�_-- � ----- � � � � � ; f � 12 Q � 2X6 AT �--�4)-aX4 � f ���-2�cr ��`' �.� � � ��� �I'-4 GG!UMN � � GGLUMN 12 ' � �� X �.d------�--rr------- � "'�""'� � ��J � ��,th• l'V VI � i —(80�MN l� � f �� � r� ( I � � 5) � �` I�r !�6 6� 1 � _==1 ; ^ � � �, �� � � .� ,� --;__-- � � ' �. } l� - 1 � = � I�" �I/4�U �j amca (`t � tV `T AT I�_,4° �'. , �`i , � �i ►2" �i/450 v � g � 6' � � AT �'-O" F.. 4 , = 14 (�V X ONLY � I � �J { � ONLY � � ° 55 X � f j X f X i41-2X6 � � � � � o � i `'� � (V / GOLUI�N � � � , j Q� � m � ,, � m a tY ° cv i i cXV � � v� � � m � , ,� �, �� � : � , , .�� , � ` �w � i �3)-7 i!4° '�/L � - -- � ,�+.�..+.�.r ��.,..�. M � + , � i h'IGH ANp LOi�; � ry � 12" E3G1/450 ' \ � AT 1�_4�� IZ" � LOG POST .s �h � - 4 � i0 � (�) 2XIa, �LU� GG7NN�GTIUht TO lNSi�E � I � �7J f�h[D� �XT��NDS iTC 5l%�'F'O�T HE'EXT�PIDg2 t� (�)-a.C6 ' ,� ROO� JOIST, WIT� 1^t��B E�LOG�.lNG, r=AST�rt � GOLUMN � 1^•lITFi (12)-12d Tt�ILS (l�`i'PIGf4L AT i�L1. � GURNEizS G �'Lr'LG=S% � l3)-�xi� (3)-�Xla a �n �Jat� Q�-04�-�� � N ' � � ' �Ys'3WIl �� 1�V�i�JQ'� � � 16 � �h�+C�LE"� $y �C� � PPOJC'�t ��U. t��22 � . _ � , �.@VL�SiOtl.�i r • � O�-C�-�� 81� �ET � . , . ��-�3-'�� C�D ` �:�:.-� t � � � � � , . � � ���� � ��� I1�1� �� �1°�! � � �`� �� _ ' � � � J _ 6` 70 T I/4" I'-O" �, ` ., , �� 1 v _ � �°� � - ��� ` �` � � - � �`�- -- �-- - ��a � c _ . �n��*� . a�,�s. �. �t�r�a��c — � .� � .. . - W , 1 . LIV� LQADS USED IN DESIGN. �'�NERAL NU�ES ^ '"� `Ci ����v�i" ^��+c� ' �XT�RI(?R �TL'D W.ALL � p v:m�orc ° -Na� l^�ITH SH�ATF-iING � "�G,I;`�� .��`71� EXTERIOR S7UD WALL ` � � o a c v-at ', � c r`�i'ri A. ROOF SO PSF D. LAMiNATED BfAMS WITN SHEA�THlt1G �LOO�'. SNEAT�IIhlC� � �'�'�Q'^�°� `nr'�a y t ALL I�AM INATED MEM�ERS SHALL BE FABR ICATED OF DOUGLAS F iR LARCH AT 12 �X6 RIPPEI? TREp.T� � � p.,: �^�h '��^,..^3 2X TREA'fED SiLL PLATi� PLATE WITH I/2" Qr X IU" �--Q� �' �-ca , - B. TYPICAL FLOOR 40 PSF PERCENT MOISTURE GON7'ENT IN ACCORDANCE YlITH V�CLl�, ALL SIZES SH4i�h „ „ , „ � a�Va���, „Uvv - WITN 1/2 m X 10 ANGI�OR (2)-#5 ANGHOR BOLTS AT 2-D ';� �, K . ARE NET. BOLT AT 2'-D" G�NTINUOUS __ � � c � � � . C. DECKS 80 PSF 2. LAM NATED MEMBER SHALL BE QETAILED AND FA8R ICATED IN ACCQRDANCE 4"�ITH �-�"�'--� � � '� o �� � � � T H E S T A N Q A R D S P E C I F i C A T I O N S F O R T N E D E S I G N A N p F A B R I C A T I O N O F � v E � ,�� p, W'1 Np _ STRUCTIlRAL GLUE LAM INATED T IMaER, LAl EST ED IT IOfV AS PUBL I SHED E3Y A 1 TC � � � �- '� � t BAS IC WIND SPEED 80 N��+ 3 PR01'IDE UN ITS CONFORI�ING 70 A iTC 117, 24FV8, D F, FOR CONT t�JUOUS ME�8ER5 � (2)-#5 C 4.� y uW 2. EXPOStlRE - 6 AND CANT 1 LEVERS AND 24FV4, D.F. F�R S 1N1PLE SI;PPORT hAEMBERS MElIi�E,RS � . W 4" Sl..AE-�-ON-GRADE ' t%��TINUOUS C� � SHALL BE DESIGNEQ WITH ZERQ CANBER WIT}i TOP SURFACE CLEARLY STAMPED �'. ° � rWiTH 6X6 WZ.IX►�l�.l W.Yv.�. , i � � � w ., 2 TEST 1NG: GN EACH MEMt3ER. � 4 Q � ptJ 4" C�F�'.4VEL BAS� _ �t r, A. CONTRACTQR SHAL� FURN fSH OR F'ROV!DE COORD INAT ION FOR TESTING AS REGU iRED E. PL.YYi"OOD DECN AND/OR (;R IENTED STRANp BOARD I° � � � � ` BY 7HE PROJECT SPEC�FICATtONS. 7HE TESTfNQ PROGRAM SHALL BE COC�R(]INATED WITH t PANEL THICKNESS SHALL BE �S SHCWN ON THE DRAWING APPLICATIG�V SHALL BE _ a a —x� �---k w-�-� � FLOO�? JC�iST � , THE PROJECT ONMEft, ARCH 17ECT AND STRUCTURAL ENG INEER. � IN /�CCORDANCE W i TH RECOt�AENDAT IQf4S OF TNE AMER ICAt� PLYWI�OD o, o. �o: RE� PLAhd ASSOC tAT 10�1 :U�Do• 0.�b•. ��Ob'• �.Qb' �� s #5 AT ��_�„ -- ° o;�o,h�J���.q„O�o.aQ c:�Qoo�.o� #� �T io B. IN TH� ABSENCE Of OTHER REQUIREl�EIVTS, THE CONTRACTOR SHALL FURNISH 2 E,4CH f'ANEL SHALL BE IDENTlFIED WITN THE GRADE-TRADEMARK OF TNE '�t�TiGAL ��2„ ���p �� VE�TlG�L At�lD ., INDEPENpENT TESTING UF SOIL COlJg'ACTION, TO THE EX3'ENT NEC�SSARY TO ASSURE Ak1EP,ICAN PLYYR�OD ASSOClATIOt�I AND SHALL N1EET THE REQUIREMENTS QF U_S Z JOINT H c�Ri Z C 1 N T�4 L � CONSTRUCT tON IS IN C06'�L IANCE WlTH THE CONSTRUCT ION �OCUMENTS. PRODUCTS STANDARD P5 I , LATEST EQ tT IflN FOR PLYINQOD ALL PANELS WH ICN � -^� ° FfAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHAL�L #5 AT 2'-O" _ 4 � �- 3. FOUNDATIONS. SE OF THE EXTERIOFt TYPE. +�OR.IZCNTAL O . , • - 3 FOR FLOOR ING USE 3/4" Tt�ttG 5"fURD- I -FLOCIR SHEATH ING GLUED AND NA ILED AT -��. O ` � A, t�1AXiMUM SaIL DESIGN PRESSURE 200Q PSF 4' O.0 ALONG PANEL EDGES AND AT 12� ALONG INTERMEDIATE SUPP�RTS � ' � A FOR RQOF USE 5/8" (4p/20 SPAN RAT ING) EXPOSURE ! SHEATN ING NA I LED AT 4' 2X4 KEYWAY 'I $ ry , , ���� R. CONTRACTtZR TO F�I.LOW ALL RECOIAMENDATIQNS tN SOILS RtPORT N0. 98-0293G 0 C ALOi'VG PANEL EDGES AND AT 12" AL�NG INTERl�AEDIATE SUPPORTS { , -#� X , AT I'-6" '>", t. ` , {'��'�'��r, BY INTER-UiOUNTA IN ENG INEER ING, iNC. DATED JANUARY 13, 1999. 5. EXTER IOR WALLS SHALL HAVE CNE LAYER GF 1/2 EXPUSURF I SHEATF3 ING � � LEGS 6 ,�. . $ `%"f',�,� NA iLED A7 8" O.0 ALONG PANEL EDGES. z � ° � d A!_TERNATE � �, .�` �+ � � kEa�,'W,���,� C. ALL F�T ING BEAR iNG ELEVAT IONS SHOWN ARE ASSUA7ED. EXACT 6EAR!NG ELEVAT IONS 6 FLOOR AND ROOF SHEATH ING SHALL BE INSTA�tED VJITH THE FACE GRA IN a 5���� � ;�n+ SHA�I. BE VERIFIED IN THE FIELD W1TH ACTUAL CONDfTIONS BY CONIRACTOR WITN PERPENDICULAR TO SUPP(�2TS WITN ENp JOINTS STAGGERED � ° � : : APPROVAL �F SOILS ENGINEER AND ALl, BOTTOM OF �OQTINGS SHRLL B� A UfiNtNlUM OF 7 INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYC�IPS, TQ�JGUE AND � 0 + � O ° ; �� 48" BELOW EXTERIOR GRAQE. GROOVE PANELS OR SOLID V�OQ BLOCKING BETWEEN SUPPORTS. � �-_ o -,.,�=� (�)-#� : " G� : a D. ALL FOOTINGS ARE TO 8E PLACED ON FIRM, UNL ISTUR6ED, NATURAL SOlL OR PROPERLY F PREFABR ICATED 1M�D MEN18ERS SHA�� E3E THE TYPE NOTE� ON THE DRA�j�litvGS AND '�„ �� '� GC3h1TIN�JOL'S , a �a,�,* '^� ; � � COMPACTFD BACKF I lL, APPROVED BY 7NE SO1 LS ENG INEER. BACKF{LL SHALL BE SH.ALL 8E' 'BC I -JO IST" AS MANUFACTtlRER BY BO I SE CASCADE CORPpRAT 10�. (� izE� PLAN ° ,��': � °',�: '' �`�•', C0�IPACTEQ TO 95� (AAiNi►�nUM) MODIFiED PROCTOR DENSI�fY PER �STM D1557 UraLESS ALTERNATES SHALL BE REvIEV�ED BY TNE ENGtNEER. TO 8E CONSiDERED, AI.TERNaTES � �,�, �p{'° �d�j�°z��;.�• OTNERY'IISE RECOUABENpED iN THE SOILS REPORT. �F SOFT SPOTS aR� ENCOUNTEREQ SHALL HnvE � LOAQ CAPACITY IN BENDING, SHEAR, AND DEFLECTI�rd E4U�1L TO OR ° , �.,,������++►,'t� REMOVE SOIL AND RECONIPACT WITH APPROVED �lLL. (RE: SOtL REPOt?T rOR GREATER TNAN 'f"HE S IZE SHOY�IN ON THE DRAWIhGS. WEQ 6LOCK fNG AND BR tDG ING TO �� � � � �� � , � � DESCRIPTION OF BEARING SOIL.j BE AS REQUiPED BY THE JOIST DMNUFACTURER. a °.�6.�. �. CONTRACTOR SHALL BACKF I LL E4UALLY OPJ EACH S l0E OF FQUNDAT ION WALLS IP: 12 INCt# G LA�VI INATED VENEER LUMHER MEME3ERS SNALL HAVE THE FOLLUW ING STRESS 3/4" = I'-O" a l�WX 161U1uf VERT ICAL L IFTS OR AS REGQMiAENDED 1N TNE SO itS REPORT. REFER TO SO ILS CAPAC IT IES FH = 2800 PS t , E = 2,000,000 PS I , FC = 75p PS I , FV = 2g5 PS f . EU ILT UP ME1�3ERS o REPORT FOR BACKFlLL A�ATERIAL 5NALL BE CONNECTED I►J ACCOR[3ANCE WITH AMNUFACTUREt2S RECO�I,ENDATIONS - " CON�RACTOR SNALL NAVE THE OPT ION OF US ING 3 1/2" OR 5 1 /4" `NIDE l�E�t6ERS. l �� F. NO BACKF ILL ING SHALL 9E PLACED AGA INST BASEMENT WALLS E7NT IL THE LdYVER LEVEL ' i/:�" IJC?LATIOtt FLOOR AND bM tN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. Ct?NCRETE H STRUCTURAL lQG �EA�iS AND COLUI�NS � �X6 GGI�1TIh?,�CUS �� % m� AT �G'�� � / � � ����� � SLABS SHALL BE PROPERLY CURED. 1 ALL LOG ROOF AND FLOOR BEAMS SHALL $E DCUGLAS F IR LRRCH, CQAST � TUD W.ALL — � TPEp�TED PLATE WlTH .....�. � 4" SLAB-C�hl-GRA17E REG ON, PREMIU�1 GRADE (�) ENGLE?.1AN 5PRUCE, PREMIUMt GRAp� THE LOGS .LOtZD BGA�ING) � ���„d� ANG�a�R ,� , , / J_ , ► 6' a � WiTH f�X6 W.2.IX,N2 1 1^1.t^l.r G. CENTER ALL FOOi'INGS UNDER WALLS C7R COLUMNS UtJLESS OTHERWISE NOTEO OI�J SHALL FULFILL TNE FOLLOWING STRESS REW IREktENTS, �ULT AT 2'-ca° � / Ohl 4' GF2�:YEL Gf�Sf� PLANS. DOUCLAS F IR LARGH SLAB-ON-GR.AD_ 2x4 KEYW.�Y � � / Fb = 1 ,300 PS I Fc? = 600 PS 1 1^iITH bX6 W2 lxW2 I W W� <,at d � H. CONTRACTOR TG PROV IDE, AT H IS EXPENSE, FlELa DENS ITY TEST� ON CONIPACTED F ILL Fv = 9p PS I Ft = 875 PS I ON �+° GRA�/�L �3r�.5�. �5 �T i'-O'=---�, \ x-�-�-x�----xe--e--Y x; UNDER FQQT INGS APJD INTER IOR SLABS-QN-GRAOE. A A�IN IMUM OF 2 REPRESENTAT IVE Fc = 875 pS a E = 1 ,500,000 PS I EAGH WAY �� �, o,_�° , �, �; -. � � c:�a: �.o o:oo.-. c .00: � TESTS SHALL BE TAKEN FOR EACH FOOT I NG AND 5LA@ ON GRADE. � ° ,G`o.,�(�,�,����,�;J�oo�p t �<�oo��� 2. A�L �OG MEUIBERS SHALL BE GRADED @Y A REGISTERED TIMBER PRODUCTS � "� "" a � �.����. ,. ' i . NQTIFY SOILS EhGINEER WHEN EXCAVATION 1S COl�PLETED SO TNAT Ca'VDITIONS MAY BE IPJSPECTOR. .� �� � 4 ° � � INSPECTED PRIQR Tp P�ACEMENT 0� ANY F11�L OR CONCRETt. 3. ►�MX �AUM TAPER OF BEAi�S SHALL B� 1'° PER 10'-0 � ` �x�-4-x ,x--9--� x--r--x x � � �:f° , a ° � � .�` , . ��� � ' ��- 4 BEA�! AND COLUMN SiZES SHOWN S1-IALL BE MININAt1�A ANQ U�EASURFG AT Tt�E TtP. � a ^ ' < < � � a � , ' ^ , �, � 4. SLAH ON GRADE 5 Nf01STURE CONTENT SHALL N�T EXCEED 159. f� •,�'O.°:�' a �_��'- '°•O�Q'� C � � � * � a ° s • o , �� �y -��� (-�)-T�� GOKTII�UOJt� , 6 ALL COLUMNS ANQ 6EAMS SHALL BE STRAIGHT �ND SHALL NOT E3E 7VtISTED. • o • . a ^ • i� • � ° ° ° , � ° . A. THE PREPARATION flF ?NE �U9GRADE FQR THE SLAB QN G�ADE SHALL BE iN STRICT � � � ` �r � i- � � ACCORDANCE WITH THE PROJECT SOILS RERORT REFERENCED ABOVE, 1`NE 9 NON-STRUCTURAL ELENENTS - ���!i ~ � { i RE PLf�N ;,. � CONTRACTQR SHALL DlRECT Cn1ESTI0NS REGARDING THE SUBGRADE PREPARATION - ,, REQU IRE►�AENTS TO THE GEqTECFiN ICAL ENG 1NEER A. ELEt�IENTS SUCH AS NON-BEAR ING PART IT iONS, ETC ATTACHED TO AND/QR SUPPORTED 't�" R�• �'LAN 4" (3)-�5 �AC.H WAY � '`° ♦ � BY THE SIRUCTURE SHALL TAKE INTO ACCGUNT DEFLECT(ONS t�ND OTNER STRUC7URAL � j �� � � � �� � � B. MOVENIENT qF THE SLAB ON GRAQE MI�+Y CAUSE DA6MGE TO ANYTH ING CQ�INECTED TO MOVE�fENTS. � BQTH THE SLAB AND OTHER PORT IONS OF THE SUPEr�STRUCTt1RE. I SOLAT I�N DETA 1 LS 314" = 1'-O" � �,/`� FOR PART tT tON wALLS, BAS�BQARDS, P IP ING AND OTHER ITE�iS MAY BE REQU IREO. g. F Ir2E PROTEC�ION FOR ALL STRUC,TURAL PARTS SHALL 6E PROV IDED AND SHALL A�EET EX7L-RI�R STLD WALL � m�. r REFER TO 7HE APPROPR IpTE DRAWINGS OR COlVSULT 1�IITH THE RES�°�IS IBLE k1El�48ER ALL CODE REQU IRE�AENTS FOR TF�E 7YPE OF CflNSTRUCT lON SPEC I F I Ep BY THE �� �� � �'� ! � WITH SH�ATNING- � R� �, ' QF THE DES IGN TEA►A PR IQR TO CONNEGT ING ITEA�S TO BOTH TNE SLAB ON GRADE AND ARCH lTECTUR,4L DRAININGS STRUCTUi2AL STEEL MENiBER5 SHALL BE CONS IQERED � � ��L_pp� �H��,�HlhlC7 � ��' � � ` OTHER PORTtONS OF THE SUPERSTRUCTURE UNRESZRAiNED UNLESS OTHERWISE NOTED. 3I4" = 1'-O° � �, • _ 2Xa fZiPPED TREAT�D "�' � 5. GONCRETE: 10 GENERAL. Pl_AT� WIT�t I/?" � ,�c 10" i � � � AT P05T IN WALL ' ANGNOR BJ!T5 AT 2'-O" - � °� � � � _���.�=,____ .. __ A. ALL CAST- IN-PLACE COFJCRETE SHALL 8E �1ADE WITH TYPE I/11 PORTLAND �E�IENT, STOtdE A. ENGINEER�S ACCEPTANCE MIJST BE SECURED FOR ALL STRUCTtlRAL SUBSTITUTIONS INSTALL i=1_AN6�5 � � i ) AGGREGAT� ANp SHALL SAT ISFY THE FaLl.�WING REQU IREMENTS D� B/h5E TO �IT 1N � �++d � S. VERiFY ALL OPENINGS Tf'ROUGH FLOOf2S, ROOF AND WRLLS WlTH MECHANICAL AND ' hIODU P05T YdfaLL. t „� a ° � � � GONCRETE ItE�t F'C I.+IIX TYPE klAX WfC RATIO o AfR REQ. ELECTRiCAL CONTRACTORS. VERIFiCATi0h1 OF LOCATIONS, SIZES, LINTELS, AND �'��- �6�-�5 � �. REQU IRED CQrINECT IO�1S ARE CONTftACTOR'S CGNPLETE RESPONS iE3 IL ITY (f_OAD BEARING) GoNT(NUOU� � t�� � � � � F�OT INGS 3000 ps i STD - - - - - - SIMP�iON LGB ' V A � � �j °�" FpUNI}A7 ION WALLS (RES lDENT IAL) 3000 p9 i STD - - - - - - C PR IOR TO INSTALLAT ION OF I,�ECHAN ICAL ANO ELECTR IGAL EC3U IPMENT OR OTHER ��-����-G�D� F'OST BAS� � iNiTH 6X6 W2 tXtN2 ! !N W F SLkB5 ON GRADE (RES IDENT IAL) 3000 ps i STp 0.50 6 1/2 (+/-- 1 1/2%� ITcMS TO BE ATTACHED TO TNE STRUCTURE ENG II�E�-R S APPROVAL OF CONNECT IQNS � � � •. EXTER IOR CONCRETE - 4Q00 ps i CNA 0.40 6 1/2 (+/- 1 1/2fi AND Sl1PPORTS SFiALL BE 08TA INED, UNLESS SPEC IF�CALLY DETA ILED ON ON �" GRAYEL 5�5� �3�_#� ���,p0�� J���.� � � � ARCHITECTURAL APJD STRUCTURA� DRAWINGS, RESPECTIVE SUBC�lTRACTOR � E?�GH Y�WY ° R� PLAN WITf-1 1' , 8. GONTRACTOR SHALL SAWCUT JOINTS IN SLABS OrJ GRAOE. JOINTS SHALL BE SPACED 12 SHALL F�JRN ISH ALL HANGERS, CONNECT IONS, ETC. , REQU IREQ FOR INSTALLAT IOhJ OF #5 faT 10" 51MP5ON �TT I1 8t3 '� � � �E£T ANO SAWCUT 1 /4 C}F SLAB DEPTH X 3/16" WIUE WITH 1N 12 HOURS AFTER POUR ING H IS 1TEMS �(Ef2TIGAL. AND Hs�hIC�ER , � � � � `�"� CARRY ALL SLAB RE INFORCE1�fENT THROUGH JOINT. �� � +-IGRIZONTAL ` "��, �' D. PROV IDE ALL El�EDDED ITEMS IN STRUCTURE AS NOTED ON ARCFi iTECTURAL, �. ( —r,�--�x*--�, a � x�----x-- , `�a. � � � C. SLABS, FQOTtNGS, ANp WALLS 5HALL NOT NAVE JOINTS IN A HORIZONTAL PLANE. ANY MECHANICAL, ELECTRICAL, AND STRUCTURAL DRAWINGS. �iISCE�LA"JEOUS y , ` ° � ° O � ��`v STOP IN CONCRETE 1'YORK lAUST BE MADE AT TFfiRD POIPJT OF SI'AN WITH VERTICAL Eti1BEDDED ITEtAS AND ANCHQR 80LTS SHALL 8E Ft1RNISHED 9Y STEEL SUPPi.IER ,� '.�'�� � c ,�p;�`?• • _ � � °� � � BULKHEADS AND tiORIZONTAL SHEAR KEYS UNLESS OTHERVYISE SHONM ALL AN�J INSTALLER BY CONCRETE CONTRACTC?R STEEL SHALL FULFILL ASTIvt A36 � ' ° • •" ��' ' ° � CONSTRUCTION JOtNTS SHALL BE AS pETAiI.ED OR AS REVIEWED BY THE ENGINEER. � < a � E. PROV IpE ASPHALT IC MAS'f IC-COAT ING ON ALL STEEL AND WbOD E;{PpSED TO TNE EARTH - � � �" D. ALL CGKdCRETE WORK AND REINFORCE�AENT DETAILING SHAI.L BE 1N ACCORDANCE WITH - ' � ' ° ° � � " ACf $UILDING CODE 318 LATEST EDITION. UNLESS NOTED OTNERWiSE. USE STANQARD F UlATERPR00F14JG, VAPOR BARRIERS, WATERSTOP, ETC , SfiALL BE AS SHO`�+N 4" �S'� PLAN 4° �� HOOKS F OR D OY d E L S UNL E S S 0 7 H E R W I S E N O T E D. A L L E X P O S E D E D G E S O F C O N C R E T E O N T H E A R G H I T E C T U R A L D R A V'J I N G S A N D A S I N Q I C A T E D I N T N E S f'E C I F 1 C A T i 0 N S. � iAC7RK SNALL HAVE 3/4 fNGI CHAMFER � � i G. ALL D IUfENS 10"JS QU STRUCTURAL DRAYJINGS SHALL BE CHECKED AGA{NST FIELD � *�' fi. RE iNFORCEMENT, ARCH ITECTURAL DRAWINGS. �� �� I �I � � a � ' A. ALL REINFORCiNG SHAtL BE HtGH-STRENGTH DEFOf��IED BARS CONFOR�AING TO ASTM ` y A 615, GRADE 5p EXCEPT TIES. STIRRUPS AN� PLATE ANCNORS 4�4iiCN SHALL BE 3/4" = I'-o" . DEFORMED BAR5, ASTAA bESIGNATit}N A615, GRADE 40 OR ASTM A 706 GRADE 60. - ° , S. WELUED INIRE FABR 1C SHALI C�IFOR�1 TO ASTIv! A185 GRADE 65 AhD SHALL 6E l.APPED � ONE �'liLt MESH AT SIDE AND EPdD SPLICES AND WIRED TOGETHER. � 4 < , C.� RE IN�'ORCEMENT PR4TECT ION• � 1 . CONCRETE POURED AGAINST EAR7N 3" 2 CONCRETE PQURED IN FOR1r1S (EY,POSED 70 WEATHER OR EARTti) 2" - c 3. COLUN�IS AND SEA1�S (T IE BARS) i -1/2" �xT�i�IOR STJD 1�tALL — , 4. SLABS AND WALLS {NOT EXPOSED TO WEATHER) 3/4" LOG GOLUMh! WITH �H�HTHING � ' t.�_., � �2E• PLAN � V?_" J�OLATip�i D. REINFORCE3�AENT PLAGE�AENT AND TOLERANCES SHALL BE IN ACCORDANCE W1TH - ° 2X8 RIPP�D � m 4 _J�INT SECT IONS 7 5, 7.6 ANp 7 7 OF AC! 31�, LATEST ED i T ION 4„2��a��4„ ✓/8" STEEL T-PLATE WITN -�}��,,7�p ��1�" 15�LATION �IOINT tt5 X AT 10" (�)-3/4"Q� TiaRU BDLTS It�t PLA7E WiTH •��•�•o• �t" 5LAE3-ON-GRAI�E ° •, �� � I/2"4 X ip�� �4" SLAE3-ON-C-��r'�.Di= 2,_��� E. NQ SPLICES OF RE INFL�FtC�M�NT SHALL BE 6�IADE EXCEPT AS DETA ILED OR AUTHQRlZE� N GOLUMN AND (2)-i/2 cJXlO' �WITl� 6X6 W2 I?Ci^i2 1 W.W�, ° a WlTH hXF� ti^L?_ IXW2 I . BY THE STRtJCTURAL ENG INEER LAP SPL ICES, tihNERE PERNI ITTED, 5FiALL BE A M IN iMtlNl ANGHOR BOLTS INTO GONGi�cTE AT�lGF�OR 80LT5 , � , 6�t.W� O�I �4 GRF.�fEL , r � / AT 2'-O" OtJ �� GRAVEL BA9E 2X4 f��1'Y�1ArY --\ E3�SE QF 48 SAR D tA�AETERS FOR �6 BARS ANp S�AAL�ER AND SHALL BE A �A IN If�4UM OF 8Q BAR axl� TREAT�D � , � p1AMETERS FOR #7 AND j�8 REINFORCE�IENT UN�,ESS OTNERWISE NQTED MAKE ALL � � � � TOP PLATE ° ° BARS CONTiNUOUS AROUND COf2NERS. -- � � ,1 • #5 AT 1'-O" x � ° x,,�--xa.-x u-;t i i (2)-#5 --�X z x—x x �,[�,GH Y'�IAY � GONTINJOUS ;e�+�az-�*3 'O:oo.°•O:oo.°•a�oo.°•O:oe. F. PLACE TYVO �5 (PER 8" THICKNESS) WITH 2'-Q PROJECTIdN AROUND RLL OPENINGS !N - ' ( •O:o<•.°•O:od.° O;c4.° O;oo. ° O��,OOC�oOO'po°.4�Oc°.�? , ��„�, �_ - a I Q O�°.e�Oo°.���0°.4.�Oo°.4. — 1 CO�ICRETE WALL,S. SLASS, ANU BEAN►S. ALS4 PROV ipE T'A�D #5 X 4 0 D IAGONALLY AT . 4 � � �- - , �, _ �. � � � � � � a < � ' � . � a ; _; EACH CORNER ' �' �. - - I/2" I�OLATION JOINT . ' "' � ��� " °. � ��� ��� ��-a�9� � a < STUD WALL ° ° a a ° a a. . � G. CONTINUOUS TC�P AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS � ' 4" SL,AB-ON-GRAI��-� (LOAD B�Af?ING) - - �- ` �+ a a- ,� , *° � ° e Q , °a �.Q �•-c*� � (�)-#5 GpNT1F1;JOU5 �r�� ��,� M�� FQLLGWa: TOP BARS AT MIpSPAId, SOTTO�! BARS OVER SUPPORTS. _ , , - a o d q , E , e ._ tl � WITH 6X6 iN� IXl^la i 7. STRUCTURAL STEEL � � ' 2Xt3 TR�ATED PLAT� , I, < d e 4 ` W W.� ON 4" C�RAVEL s a , 8A5E WiTN 1/2" X IC�" ANGHC�2 � - . BOLTS AT �,_0" R � , RE PL�,P! � CII�CF;� I�y KC� A. ALL STRUCTURAL B4LTS SHALL BE A325N tNSTALLED TO A AhINIMUM SIVUG TIGHT Q � � . (31-#3 TIES a _ �— � COND IT ION, A�L ANCti0F2 BOLTS SHALL CQNFORM TO AST►A A307 UNLESS NOTED � � � �� �� ( ��� � ' P�'O��Ct N�. �$�22 � QTHERWfSE. + " ` ' � x x� x � x—x � � � e i ' (4)-�5 ,,o:�•.�'O�oo�o�O••ao:4:� ..o:4: ° ° #5 AT I'-6" — ) #� X n AT !'-h" 3/4" - I'-O" �f3b13iO�P1� � 8. ST R U C T U RA L S T E E L SHA LL 6E DETA ILED AMD FABR iCATED IN ACCORDANCE W1TN THE � a o• o• a• o• c 1/2" 15ULATION JOINT z 6„ J b LATEST PROVISIONS OF AISC �idWNUAL OF STEEL CONSTRUCTION." � °'„ n�•.,�0��;�.;,o O D 0.�o 0���. 0 0 N O R I Z O N T�L a LECryS �-O #3 Ti�S AT I -4 � Q � �� � 0�-�-9� j��� ��'3' , 4 SLA�i-ON-r R,�DE _ ,4L i�RNAT� � (4)-#5 X � WITN 6X{� �12 IX1rL2.1 p e 51DE5 WOOD PDST 51MP�ON L.GE3 PO�T C. PROV iDE ANCHOR BOLTS FOR REAi�S BEAR ING Oy CONCRETE UM1+LESS OTHERY�ISE ° �a ° s NOTEb. � � d . 4 m f^f.W F. C�N 4" GRAV�L � . BA�,� �t' (LOAD BEAiziN6) f3�5E i��-�3-3�' �� g, y�pp; � � ` ° a 6" #5 AT I'-6" 4" SLAB-ON-GRAD� , , VERT(Gf,1.. WITH 6Xb W�,I?Q^i.2.1 . A, ALL F�iAM ING AND TRUSS LU1�ER SHALL BE DRY DOUGLAS F IR, LARCH, GRADEQ BY ° �a� . y ° W W F ON 4" GRfaV�L WESTERN V+Ib00 PRODUCTS ASSOC IAT IGN AND CONFORM ING TO UN 1 FORt41 8U iLp tN� • ° , °a T-g �x xa---x x` ° t B�SE CODE AS FOI.LOWS: _ - ' �� " `° , '0 1 :0'o>.v. a o. 0 4 �° a � !/2" 150LA710N ,f—(,)-#5 Er'�GH Y�Y O:ad. O:Oo. 0-;O>. 2° THICK - 4" TO 6" Wlp� (WALL STUD ONLY) STUD Fb = 700 P51 d � � �-' ��G� �� _� a - , � (�1-#5 � " 4 • i a C�o°.Q�i7o°.O,�G7o�. . Oo°o0, � JOINT � � 2" TQ 4" THlCK - 6� ac WIOER NO 2 Fb = 900 PSi ° ' , • ° - � � �°, a ' s e , o EAGH WAY 5" THICK - 5" & WIDER N0, t� Fb = 1350 PSi . ! , " �` - I w , �C—,x-�-•x—�-x=- ° • 4 < --x° x ' NOTED ALLOWABLE STRES5ES ARE !,�tN IMUf�iS AND FOR NONREPET IT tVE USES �R 10,4 TQ � �° •-�d � -► � ' • ° - ALLOWAf3LE STRESS lNCREASES. 'a U - o� o o K , '° ° 'o�; r o c,; � � ♦ d d1J t— ��' ��..�� � aC•���'.•d0.0 n•'oO�V' ° < ° d '� Oo'•J•�.Oo' Q '�w`�d. , � �.�.,,oO�i��.,,o�J�0, 00 � � � 'Oo. „C:CJa,,. � - � 1�1 I �r..�.��.�.��..4 �..t�t I � , � B. PRQViDE CROSS $RIDGING NOT OVER 8 ON CENTER FQR ALL 2X WO�D JOtSTS AND ��, p�,,yN (3)-#� �AG+�i N1AY I ' d ' 4 ' ° ' 2X SOL IQ BLOCK tNG 8ETV1'EEN JQ I STS AT ALI. SUPP()f�TS AND �NDS OF CANT I LEVERS. R�, PLAN I �� �� � ��l � � • ' '- � Nr � 1 �� ��f � 1— M� C. FASTEN A�L WC30D MEMBEF�S WITH COMMdN NAiLS ACCQRDING TO THE UBG SCMEDULE � ��4�� _ ��_p� �� F'L�� �� ir TABLE 23-11 -8-1 kJNLESS OTHERWISE NOTED. �� �� 1 �� � - �� �� � �� � �� I t ��; ' � 3/4" = I`-O" 3/4" = I'-O" �� �� I �� `� � v�, � -`_`�,_. , . �� �, %�� 3/4° - I'-G° � - %�'�.`i�"`�._� i v a �- . .�i. ., . "�s«'�.w4a.as�s.�� .,..R.w�.�,�.�u.�-�e,....�. .�Slaa'� . _ n I r � ` . \ �.�"'ii I"S.3'" '�'!R�"�"d � .. ^�'�.;�TR.39St1E3rG�� , �._. ��4�°',�.r..i-....""'�"c.r . ..... ..°�'�n � .,�..�.__-.�....��,..,�a..saie..�.�,.a.�e..�«ass�.ax'�.".�EST 4'-w."-"�'°�`W"""s-'.'"°�"'`_'��"'�"""""'"m*rir-�.Q�s �"'t�T""�L'.'�7."''�as'��°°'ee'9'a"'raa!Y�vs'TS��^�9k.�.°�.�'�'�"�^�,...��....ex�nrs+�...s�- » .a*�*.�'�-- ��L ��.,+-w .L^�^S�$R!�'PS'�»'S3.'S'"'""a+:oae"���:SL*3iLc3gl�'�FX"t'�'�."�""' . ;�..�o"".�'►s"�S:a."�w.':�'��.'S"�"':1K'���CT.'��:,�sT:.t�"�°�.'F� � ..E,Bt..`Zf.x',u.''�'�'-^�:L'*�"S.°�s^�'''.�a RC>G7f= SH�ATHiNG � `� - � 4� h rd, cl P'"..�5 `� �M�t�?`-� �_' .G-^1 O �LC��irt� 1�B SLOG�ING-+ AT � ����a ' �''y�{ � SUi�'c�RT RO�r- SH�ATHINC� s.. ���a�,�{ v:ro�r; ia c� -���� �;;-.� � �lcRSA-LAM ��fi�M � "� p��°� k ;;��c� � � , / � pU...,� ��.,� ' 3 II2 � a_ 0�� G oM�; � 2X t1�GKiuG � R�' �L�N � v - - . - - - - -° -- -�'�.... fi2E. r'�RG!-� � ; � '� c � � .� �, :�C ��SGfi4 � I -'"� \ �` r-FLOOR ata�ATHih;� ' � � � > r�', o ' � _ \ � � RIM ��15"r `�� '� �� � � EXTEi�ic�R STUD 1^,W.LL � � y � -- - - I --�,�----�:�---� - - - .- -�'-�'�'--`�.���.��:.- - - -- W!i H SN�r'�THING � � r. �ASG I,� r' � _�. --- j/� �---rLOc�sa � SH�ATH1�16 � W RE ARGH , � ,� �00� JQf�T 1 x , Rpf.�F J015T RE, PLf�N t � - / � � � . C2)-�XI2 �AV� �� PLHN � . �Jr''f�Oi�T W�'Tf� `� �°_.�. ��..:�r`-=�`�'�.:,� � ,. _ ! , i ` � 51MP50N .13712 �XTERIDR STUD WAL.L HANG�R l-C� INSI�E W1TI-t SFiEATHING � � � �� � 'r200F J015T f�.ND `/�RSA-I�AM f3EAM / (12)-2c�d N�I1_5 THRU R�, PLAl•( � �\ t=L00� .!CIS?ci � � k � JOIST INT� �X LEAM �� ��A� �` � � � �—PEC.K JOiST r-1_OG�- JJI.�T.� � E3LOGKIh1G �� �L�N � ���G SiU711 �---� ��a` G c � I� J � �� �� � �� 1 � E?;l'EF'ciDR STUD (i�A��) _ j R04F SN���T�-IIhIG V'�If�LL. WITi-i 5k-I�f�TI-IING G-�LU-L�M 3�.4M �/.�° c �'-QN � � init's2�'L&'..,"�35+A ,� ��� PLAh! . � ��� ;&3;� , c �t� v n • B• '�� � - ,•`��, , �s e .e �''. - � ' �,,' . : 12 " • • . . � ..-_ fr � 3 ��2�--�.�-i �� � i I �i� --�� � s C� � � ��l � �� � I f C�1�! i `. � �� , � � i Y� ��� 3/4" = I'-O" 3/4" = I'-G' 3/4" � i'-C" ;'�-f�''`': � ,ti°� REa t�LA1J '.,� ;jr ti�_ia.�v,�- # �.�RSA-L�iM B�AM • ���p�''�,,,,'j1'''a��"e.s� 1 t iNT�RIOR STUD BEARING (2)-#5 GONTINUOUS WALL �g��s� 1/2" 150LATIDN ..1ClNT 4" SLAB O1V GRAD� WITH - bX6 V`12 IXY�12.1 W.W�. ON R��r= �f015T WITFi �3LOGKING �f'T'-- �" GRAY�L IIASc PAN�L R�: PLAN W1TH 4 , �IMP50N !_�SU HA?1G�R 3�� TO 6" GDf�eGi?�T�_ 'r�Y�Ri'RC}��f1�G � � �-x�-�x��-xs— -�—x 5L,48 Y'd►TH {�Xh 1^d21XY�121 �r2�� A�C-j �. BLOG�iNC-� � , � � z`QO�GU,�C�•Joo O oo v Y 2 �XT�RIUR �lUD YdH.LL -- • %Q.��ti O,Cq• �•a.< p•oo.• Y�it�d� YvITi-i �cLaTi-IIi�2G � n•��n„ •oQn�n•con�n .o � /—�LOG�? SH�ATkING —F'LC�C�R �` ( /^ �+H�Ai'r-lING �� � I ! �� � � 3/4" m x ►�„ T ~'�-�— / i a LAG-BC�L.T �5 AT I'-6" V�RTIGAL — -~ , , � � 3J�" = I'-O" ( �- ��) x�x-r-x e---x__ ---x---x x---x-�-_-x----x� --- � - i?�...E55�D 2 --Y_-------'��"____----_ �_,.__ =_��-�=�-=-=�-'._:.�.-�"�:_�_ �`--___.-_ ---�---��_�..��,�� _�'_-='=-�,r.Y—:�_--,_°---.�:�_-_ �5 AT I'-6" HORIZUhtTAL 4 � � � � � � f! � � i � i a ��� � 1 11 ° d ('() '_ �' �LOGKIN6 �';�4;`1;�i) �-_' ( � \`-�LOC2 J015 i S �✓2 150LA710N JOINT #=' %'� I � ROOF SF-i�ATHiNG � � �?�• pL�?y � 4" SLAB ON r'aRADE WITH 4" \ �� 6X6 W2.IXYV�.1 YJ W�. OP! ` -DC�UELE �L��C� Jc7lSY5 ° � i/� ��' BLOGKiNC� � OVE�AP J�ISTS �T" S�JF�f�O�T i � 4" GRA�'�L BAS� � �.- �� �'i_AN � � _ � � � G-LU-LAM L��f�.M � -��- r . . 4 (3)-�, EAGH Y`!AY =' '" R� PLAN �� � ��• �a � x-� ---s z-�-�=x-�- . o�°op o�°�0 0°0�o o°o� ° � ` �� � ,�. �so•p. aC'�. .eo•p. .O••p. � " � °'°� � � �► � a.„•�n�o.�.,,r o . �asGiA . � R�. .ARGH. �00� J�(ST ��„a��,,, � " Q. . a R�� PLRN � � ' �� �� � �I �t � �� ���I I �f �[ � �� � � � O • e � I � - : B�V�L�D f�L/�T� � � U� � �I �1 l ��--� �/�„ ! 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JOiST �`�:.L CG�1�(TER ROOF 015T � RE+ PLAN STUIa UNDf:R JOlST) ' � E R�� PLAtJ R�. PLA�! ^ I (MAXIMi11'�O� _.- = ti � - B�V�LLD PLA'I� INT�RIO� 5 fUI� BEf�f-ING { W.4L! 1 � (TYP I GAL.) 1 � �ASG I A � R�. ARGI-1. ROOf= ..IOI�T R�� PLAN �� � � I �! � � ! 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