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G E N E f�A L N OT E S : ���5, C0IARADO 81620
(970) 926-8200
FA% (970) 926-8220
0 I Do not scale drawings. B l(AjL: 3LII�'8R.001[
02 Verify all dimen5ions, conditions and utility locations on
the �ob prior to be inning any work or ordering
any materials. Not�y Arcl�itect of any conflict5 or �D�' ,
� � � discrepencies m the documents immediately. N0: DATB: DBSCR�TION: ��
� � 03 Areas of conflicts or di5crepencies must be fully 1 o31QO� PERMITDRAYVINGS
resolved with written approval from the Architect before
construction continues.
04 Plan dimensions are to face of 5tud
or face of concrete unless otherwise noted.
� Section and elevation dimensions are to top of
' � I o�beams�un�le�fotlherwi�e noted Wall plate5 ,
9 '
05 Provide all neces5ary blocking in 5tud wall5 and
I I � ceilinqs. Locations mclude but are not limited �
9 to ce�ling and wall mounted fixture5, toilet5,
toilet accessorie5, cabinetry, countertops, shelves,
clo5et rods, fake beams, artwork and light fixture5. ;
� 06 Coordinate ail electr�cal and mechanicai fixtures to �'�
I ( v I I o T I fit w�thm ceilmg, floor, walls and otherwise designated �
9 9 � � configurat on5 n ted orn d aw ng5en changmg
07 Verify electricaf rough-in locations for all appliance5
light fixture5. Immediately notify Architect of any conflict5
I � o o ) or discrepencies w�th the information provided herein
or with existing field conditions. �
08 Verify plumbing rough-in locations for all appliances �
and fixtures. Notify Architect immediately of any conflicts
or discrepencies with the information provided herein
or with exi5ting field condition5. �
09 In the event that additional detail or guidance is �
needed by the Contractor for construction of an � � ,
O1 � /� I pC, . . as ects of this ro ect, he shall immediately noti the
V V I V �I\.J . G E N E I�A L C� N T i�ACT� f�• Arch�tect. Failure �o give ample not�ce shafl relieve the
Architect of responsibility for delays of the pro�ect. �
AT LAS C� N ST f�U CT I O �l I 0 The General Contractor 5hall be re5pon5ible for
5atisfying applicable codes and obtaining all �
A LLA N � K�AT h Y h U B BA f�D permit5 and required ap�rovals. Th�S ro.Iect is
I 44 WI LDCAT STf�EET governed by the 2003 International �uilding Code, �
Code compliance is mandatory. The Construction
5 6 00 S U N S ET LA N E Document5 shali not permit work that does not
EDWAf�DS , COL� f�AD� 8 I 63 2
I N D I A N A1�� LI S I N D I A N A 4 6 2 2 8 � � The General Contractor and Subcontractors shall field
� coordinate and obta�n approval from the Architect/ � �
T�L. � I . 2 5 . 8 9 2 � C O N TACT : LE I � O f� C N I�I S C O U N T E I� Engineer before cutting, notching or drilling of
7 7 any cast in place concrete, steel�framing or any other
structural elements which may affect the 5tructural
� TE �. 970-390— I 476/390-5 260 integretityofthe building.
�/'�'V� . ✓ �O— ✓ � �— I 4 5 3 I 2 All electrical work in this pro�ect �s to be completed
^ in a workmanlike fashion and in accordance with the ( /'�
A I�C N I T E CT O � I�E C� I�D � requirements of the current version of the latest V 1
Electr�cal Code adopted by the governing municipality. �
�
! 3 All plumbing and ventilation work in this pro�ect is to be
S LI �E I� D ES I G N S completed in a workmanlike fashion and in accordance � �
1� LU M B I N G C O N T f�ACTO I�� with the rec�uirements of the current version of the
2 I 6 MAI N STI�EET � .J V I�� �— I OO latest of Plumbing, Mechanical and Fire Protection
AM E I�I CAN 1� LU M B I N G I N C . Codes a5 adopted by the governing municipal�ty
E D WA I�D S � l�O V I �� � I 4 Substitutions fo "Eaual" products will be acceptable � '
onl with the Owners and or Architects written a roval. �
Y � I�p � �
C� N TACT : TO M C 0 U N T E f� A I A F / I 5 It is the intent and meanin of these documents that o
EL� I ( �!� C O N T ACTO • the Contractor and each �ubcontractor provide all �
L � � � � \ labor materials, tran5 ortaion, 5u I�e , e uipment, cleanup, �
9 70 . 9 2 6 . 8 2 �0 EXT . 3 084 5tandard5 of theco�p��ted �ob wi��n t�e r�cognized J �
� �/ O� � � �
• 2 I TB D _! A
���'V� • ✓ �O . 5 6 9 . � � I 6 Coordinate all cabinetry configurations w�th Architect prior to
�
I 7 Coordinate all trim profiles and configuration5 with Architect. � � � � �
I 8 Coordinate all interior finishes with Architect. �
INTEI�i � I� DESIGNEI�S
H EATI NG VENTI LATI � N � AI f� C� N DITI � N I NG rough-in. Q�R o3 zoa�
TB D ToWN OF VAIL
DAV I D WEBSTE f� � ASSOC I ATES .. . . ..�.�����._�.�-__..._�.�w�w_�__�� �..� --� - ..�:�.w�-� � - .� :��._�:v.��..�� �� - D f�AWI N G I N D EX
�;-' `��� �� � �"`�`"`"'°'�' . OWNERSHIP OF D INGS
2 54 W. 2 5 th STf�EET , ,�F=� G f��A STATI STI CS � � _ .ky ���__.
N EW YO f�K, NY i �00 I , -.������ � ����--�- � ' �_�� ThiS drawing i5 the pro t of
I D C. I TITLE SN EET (GENEfZAL NOTES) SLIFER DESIGNS a o 0
�'° � be reproduced or i
_ _ „�� LOT SIZE . 36 I I AC. = I 5 , 728 SF � � I f I O I G I N A L SI TE P LAN- w ADDITION N A R D P E n�� F whole or in art witho i ten
2 I 2 9 2 4 8 9 3 2 0 � � JEFF LEO O, �,� P
�� ALLOWABLE h EATED AREA = 6594 SF PEf� VAI L PLAN N I NG �� I D 2 . I ENTR1� LEVEL FLOOI� PLAN COLORADO STRUCTURAL�ENGINEER consent of SLIFER �� �t
ia to be used only fo h
�' I D I . 2 MAI N LEVEL DEMO PLAN �xA �° � � � pro�ect identified her �5
_'' ' �� not to be u5ed on a th
p �7 C� ,�° � I D 2 . 2 MAI N LEVEL FLOOR PLAN 9�a s�ym���=r' pro,Ject It is to be r rn _
��V} EX I ST I N G I �O 1 O�J �D ��;��"y upon req,ueat '
STI�UCTUIZAL ENGI NEEI�I NG r ID I . 3 UPPEf� LEVEL DEMO PLAN ,<i.:�-_�s ,�
� �` ShT. I D I . I A-LOWER LEVEL 2089 SF 2089 SF �� I D 2 . 3 U PPEI� LEVEL FLOOR PLAN �� �j��� o�oo0 SLIFE n
�r ID 3 . I SECTIONS AT ADDITION
�� SHT. ID I . 2 A-ENTRY LEVEL 2682 S� 2858 SF - ;-��~ JOBNO: �
JE�� LEONAI�DO , �E � � �� I 6 of I 8 ORIGINAL ELEVATION w/o ADDITION D���: �
� � SHT. I D I . 3 A-UPPER LEVEL I 288 SF I 288 SF . I D � . 2 ORIGI NAL ELEVATION w ADDITION
AVO N , COLOI�AD� 8 I 6 20 � ; - �; I 7 of I 8 OI�IGI NAL ELEVATION w/o ADDITION �AMES DAVID D �KINSAI\A ��: �
COLORAD�� E ,6139
� TOTAL ALL LEVELS 6059 SF 6235 SF r�° ,�'���� ������ -
9 0-949-7 � �� � I D 3 . 3 OI�IGI NAL ELEVATION w ADDITION f�'.�. ,�- � ,-��
7 I ) P. �
� `� � 5- -� � TITLE
- � ,�,,�� � e , �
� _ ,:� i��tf� �� �f`���1; ���� ��:,��.�.��� � �
ALLOWABLE h EATED AREA 6594 SF PEf� VAI L PLAN N I NG S H E ET
' �' PRC�POSED AI�EA USE = 6235 SF �� ��,{/����°Pr�g�/�y��.r�q}�.�.I�R�I�`a°��7q ��°`
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OWNERSHIP OF DRAWINGS
This drawing is the property of
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16 ROOF SHEATHING PROVIDE 5/8"THICK APA PLYWOOD SHEATHING R,�TED ABBREVIATIONS LIST
40/20 EXPOSURE 1 INSTALL SHEATHING WITH LONG DIMENSION
PERPENDICULAR TO THE SUPPORTING MEMBERS AND STAGGER JOINTS A B ANCHOR BOLT ;''e�� P���'��
GENERAL NOTES HUBBARD RESIDENCE REMODEL JOB#0203-07 49`�o�^° ���� e, �r �
NAILING 8d NAILS AT 6"AT PANEL EDGES AND 8d NAILS AT 12"AT INTERIVEDlATE ABV ABOVE `� _� �, o
SUPPORTS ADJ ADJACENT ��e� �� "� '� �
DESIGN CRITERIA PROVIDE WIND/SEISMIC ANCHORS AT SUPPORTS FOR ALL RAFTERS,T�USSES ALT ALTERNATE ���� `' 6� �
ROOF LIVE LOAD (SNOW LOAD) AND LOOKOUTS ARCH ARCHITECT ��b� e� ° _` �
STEEL COLUMN BEARING PLATE SCHEDULE � o,�� � ��a
PROVIDE SOLID BLOCKING PANELS BETWEEN ROOF FRAMING MEMBE3S AT BLKG BLOCKING ��D°°oo�y �' �–'
� -R O OF PIT CH LE S S THEN 4 12- 1 0 0 P SF B E A R I N G T O P R E V E N T R O L L I N G BM BEAM S C A L E 3/4" = 1'-O ��Q�°° °' �
-ROOF PITCH GREATER THEN OR EQUAL TO 4•12 80 PSF
r BM PKT BEAM POCKET y'�`a-���-_.,
ROOF DEAD LOAD 15 PSF 17 LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINMUM BRG BEARING
FLOOR LIVE LOAD 40 PSF PROPERTIES CANT CANTILEVER TYPE THIC NESS PLAN VIEW ANCHORS
" FLOOR DEAD LOAD 25 PSF FLEXURAL BENDING STRESS 2600 PSI
DECK LIVE LOAD 100 PSF MO�ULUS OF ELASTICITY• 1,900,000 PSI CLR CLEAR S�� d' O O I`
DECK DEAD LOAD 53 PSF CMU CONCREfE MASONRY UNIT � � N O I`
BASIC WIND SPEED (3 SEC GUS� 90 MPH TENSION PARALLEL TO GRAIN 1850 PSI COL COLUMN I I N � I� M
WIND EXPOSURE g COMPRESSION PARALLELTO GRAIN 2310 PSI (N}-STL BM PER PLAN W/�c BVI 00
CONC CONCREfE 4'�" �a"
COMPRESSION PARALLELTO GRAIN 750 PSI CONT CONTINUOUS X � �
SEISMIC DESIGN CATEGORY C WIDTH DRIVE PINNED TO TOP
PERPENDICULAR TO GLUE LINE C P CRIPPLE POST �,� O Q � �
IRC EDITION 2003 (N)-3"OF STONE&MORTAR FLANGE @ 16"O C ,
HORIZONTAL SHEAR 285 PSI DWL DOWEL `c'�i m (�
FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING BLOC�ING, BED ON WATERPROOFING O O
FOUNDATION DESIGN EA EACH PER ARCH (N)-3/4"T&G PLYWD 0 5/g�� (2)-1/2"0x6" O • I` t�.
BRACING AND WEB STIFFENERS AND MULTIPLE MEMBER CONNECTIONS EQ EC�UAL - EPDXY ANCHORS z � �
1 DESIGN OF FOOTINGS IS BASED ON AN ASSUMED MAXIMUM ALLOWABLE EXP EXPANSION ° � O = �
BEARING PRESSURE OF 2000 PSF STRUCTURAL STEEL EXSTG EXISTING Q � �
PER PLAN I
F D FLOOR DRAIN = ��
FTG FOOTING TO PLYWD — PER PLAN �r
2 FOOTINGS SHALL BE PLACED BELOW FROST DEPTH ON UNDISTURBED SOIL 1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN c�'
ACCORDANCE WITH THE MOST CURRENT PUBLICATIONS OF EITHER AISCLRFD, TO STL
OR ON STRUCTURAL FILL COMPACTED AS REQUIRED BY THE GEOTECHNICAL G L GLUED LAMINATED
ENGINEER AISC 335 OR AISC-HSS SPECIFICATIONS AND CODE OF STANDARD PRACfICE HDR HEADER FQ TYP FO NP
HORIZ HORIZONTAL � �
3 PROVIDE CRAWLSPACE VENTILATION PER CODE REQUIREMENTS 2 STRUCTURAL STEEL ROLLED SHAPES SHALL BE ASTM A50 TUBE SHAF'ES INFO INFORMATION _ _ � � (E)-CONCRETE WALL
SHALL BE ASTM A500 GRADE B PIPES SHALL BE ASTM A53 GRADE B OR�STM JSTS JOISTS — N
4 BECAUSE SOILS INFORMATION WAS NOT AVAILABLE AT THE TIME OF A�1 K S KING STUD
PREPARATION OF THE CONSTRUCTION DOCUMENTS,WE HAVE USED ASSUMED LLV LONG LEG VERTICAL (E)-14" I-JOISTS (N}-14"I-JOIST PER PLAN �
VALUES BASED ON SIMILAR SITES IN THE AREA CONSTRUCTION OF THE 3 ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM LONGIT LONGITUDINAL �
SPECIFICATION A325 ANCHOR BOLTS AND BOLTS USED IN TIMBER LTWT LIGHTWEIGHT PROVIDE(N)-BKG BOTH •—
_ FOUNDATION MAY NOT PROCEED WITHOUT VERIFYING THESE VALUES REPORT CONNECTIONS MAY BE ASTM A307 PROVIDE (N)-BKG BOTH SIDES PER JOISTS MANF SPEC -�-�
ANY DISCREPANCIES FROM THE DESIGN ASSUMPTIONS TO THE STRUCTURAL LVL LAMINATED VENEER LUMBER SIDES PER JOISTS MANF SPEC
ENGINEER MANF MANUFACTURER OS CONNECTION �
4 TORQUE INSPECTION SHALL BE PROVIDED AS REQUIRED BYTHE BUILDING O C ON CENTER L 4x4x1/4 x 1'-0 W/ C —
STRUCTURAL WOOD FRAMING INSPECTOR f� PLATE � �� �� � (N)-3/4"T&G PLYWD
7 SCALE• 3/4" = 1'-0 4)-5/8 0x5 EXP ANCH s 'I I I ' ' � �� � (�
REF REFERENCE 0 EA SIDE OF LVL BM I
1 EXCEPT WHERE NOTED OTHERWISE,ALL 2"NOMINAL LUMBER EXCEPT STUDS 5 EXPANSION BOLTS SHALL BE WEDGE TYPE"POWER"OR APPROVED REINF REINFORCING S1 � } (N}-LVL BEAM PER PLA i �� �� Z
EQUIVALENT MINIMUM EMBEDMENT SHALL BE 8 DIAMETERS UNLESS NCTED SCHED BRG R 1/2 x BM WIDTH x 0'-4 � i
SHALL BE DOUGLAS FIR-LARCH #2 AND BETTER ALL SOLID TIMBER POSTS AND OTHERWISE SCHEDULE
BEAMS 3"NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH #2 UNLESS S I P STRUCTURAL INSULATED PANEL PROVIDE(N)-BKG BOTH (N)-(1)-5/8"0 T B's �
NOTED OTHERWISE ON PLAN 6 ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER TTL TRIMMER (E)-14"Iz101STS SIDES PER JOISTS MANF SPEC I 4 � �'° PER PLAN I W
2 STUDS SHALL BE STUD GRADE AND BETT�R HEM FIR OR DOUGLAS FIR-LARCH 7 DELAY PAINTING WITHIN 3"OF FIELD WELDS UNTIL WELDS ARE COMPLEfED T&G TONGUE&GROOVE ` ��(N)-14"I-JOIST PER PLAN I ° ^ T O PLYWD II w
1�, � � � Z
3 FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE g STEEL ANGLES THAT ARE USED TO SUPPORT STONE VENEER AND AREIN T� TOP OF O Np I I _
FOUNDATION WITH NOT LESS THAN 1/2"DIAMETER STEEL BOLTS OR APPROVED CONTACT WITH CORROSIVE SOILS SHALL BE GALVANIZED AND SHALL BE TOF TOP OF FOOTING Q NP ( � � �"N 3/16° � C7
ANCHORS BOLTS SHALL BE EMBEDDED AT LEAST 7"INTO CONCRETE OR AITACHED TO THE FOUNDATION WITH GALVANIZED OR STAINLESS STEEL TR NSV TRANOSVE SE — � � � � �
MASONRY,AND SPACED NOT MORE THAN 4 FT APART THERE SHALL BE A Z
MINIMUM OF 11N0 BOLTS OR ANCHOR STRAPS PER PIECE WITH ONE BOLT OR ANCHORS TRTD TREATED (N)-HEADER PER PLAN ° I I
ANCHOR STRAP LOCATED NOT MORE THAN 12"OR LESS THAN 4"FROM EACH TS TUBE STEEL y �r° '' ` W
END OF EACH PIECE A PROPERLY SIZED NUT AND WASHER SHALL BE 9 STEEL BEAMS BEARING IN BEAM POCKETS MUST BEAR ON SOLID STEEL SHIMS TYP TYPICAL PROVIDE(N)-BKG BOTH i I ��� z
AND ONE INCH MINIMUM NON-SHRINK GROUT VERT (E)-CONCRETE �
TIGHTENED ON EACH BOLT TO THE PLATE VIF VERTICAL SIDES PER JOISTS MANF SPEC (N}-2x6 TRIMMERS PER PLAP!
GROUT VERIFY IN FIELD _ FOUNDATION WALL CRAWLSPACE °r°
4 BOTTOM PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED W P WATERPROOF (N)-TS COL PEft PLAN
LUMBER OR A WOOD OF NATURALLY DURABLE MATERIAL 1 GROUT BENEATH COLUMN BASE PLATES AND STEEL BEAM BEARING PATES W� WITH W/FIRST�c6 STUD DRIVE
SHALL BE NON-SHRINK, NON-METALLIC GROUT WITH A MINIMUM COMPRESSIVE
PINNED TO SIDE @ 16"0 C LVL BEAM OPTION
5 WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY STRENGTH OF 2500 PSI
WALLS SHALL BEAR ON A TREATED 2x BEARING BLOCK PROVIDE 1/2"
CLEARANCE AROUND END OF WOOD BEAM PROVIDE 2x TREATED BLOCKING GENERAL REQUIREMENTS (N)-3"OF STONE&MORTAR (E)-CONCRETE
EACH SIDE OF BEAM AT BEARING BED ON WATERPROOFING FOUNDATION WALL
1 CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR-O PER ARCH
6 BLOCKING WITHIN FLQOR JOIST SPACES BENEATH POSTS NOTED ON PLAN 4" (N)-STL BM PER PLAN W/2x BM
SHALL BE OF EQUIVALENT AREA OF THE COLUMN ABOVE SINGLE STUD CONSTRUCTION DO NOT SCALE DRAWINGS CONTACT ENGINEER IF (N}-3/4"T&G PLYWD a - 1,�„ 2��� WIDTH DRIVE PINNED TO TOP W
TRIMMERS DO NOT REQUIRE ADDITIONAL BLOCKING IN THE FLOOR DISCREPANCIES IN DIMENSIONS ARE DISCOVERED PER PLAN I � _ FLANGE @ 16"O C (2x NOT SHOWN}
2 THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE TO PLYWD PER PLAN f � „I r" PER PLAN U
7 BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED TO STL I � TO STL �
STANDARD WASHERS AND NUTS CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND � I � o � z
8 REFER TO THE 2003 IRC TABLE R602 3(1)OR 2003 IBC TABLE 2304 9 1 FOR TECHNIQUES DESCRIBED THE CONTRACTOR SHALL PROVIDE ADEQUATE BRG e-1/2"xBM WIDTHxO'-5 1/2" a °D `�' o o QS CONNECTION
MINIMUM FASTENING SCHEDULE A COPY OF THIS TABLE CAN BE PROVIDED SHORING AND BRACING IN THE PROPER SEQUENCE,AS MAY BE REQUIRED TO W/�2�_1/2��!�T g�S FO� J L 4x4x1/4x0'-8 W/ W Q
ACHIEVE THE FINAL COMPLETED STRUCTURE THE SEQUENCE OF ONE EA SIDE OF WEB) I a - (4)-1/2"�J x 6"EXP ANCH
UPON REQUEST AS STATED IN SECTION 2304 9 5 OF THE 2003 IBC SECTION CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR CONSUL WITH � �a 5� (TWO EA SIDE OF WEB} � �
2304 9 5 FASTENERS FOR PRESERVATIVE-TREATED AND THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS(NOT IN (E)-14"I-JOISTS � I
, FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED CONTRAC� (N}-EXTERIOR WALL(BEYOND} � � O
- GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER (N}-STL BM PER PLAN W/�c BM CRAWLSPACE °D � � O
FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA 3 THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS SEQU=NCES WIDTH DRIVE PINNED TO TOP T
" TECHNICAL REPORT No 7 AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT NOTIFY FLANGE @ 16"O C STEEL BEAM OPTION � �— U
9 UNLESS NOTED OTHERWISE, STEEL CONNECTORS SHALL BE USED TO JOIN STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTI��N (N)-TS COL PER PLAN u i i i i i i i i i i i i i i i iE v J
RAFTERS, JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE CONNECTORS OR DOCUMENTS IMMEDIATELY DO NOT PROCEED UNTIL ERRORS OR OMISSONS � w �
E�UIVALENT ARE RESOLVED COORDINATE REQUIREMENTS FOR ALL PENETRATIONS � �
THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER JOBSITE 6 SCALE• 3/4" = 1'-0
10 WOOD NAILER PLATES ON STEEL BEAMS FOR TOP-FLANGE HANGERS SHALL SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR S1 3 SCALE 3/4" = 1'-0 Q O \
BE RIPPED TO MATCH THE STEEL BEAM FLANGE WIDTH S1 � �
4 OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR (N)-3/4"T&G PLYWD
DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION
11 MANUFACTURED JOISTS SHALL BE FROM AN APPROVED MANUFACTURER IN (N)-PROVIDE I�IOIST BLKG �
DOCUMENTS THIS OBSERVATION VISIT IS NOT AN INSPECTION THE
THE SIZES AND SPACINGS INDICATED ON PLAN IF JOISTS FROM A CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO (N}-14" I-JOIST BLKG PANELS PANELS @ BRG �
MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBSTITUTED, CONTACT SCHEDULE THIS VISIT @ BRG I I A^ T—
ENGINEER TO REVIEW SPANS, LOADING AND CONNECTIONS FOLLOW THE (N)-3/4"T&G PLYWD ( T 1
MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING, BRACING AND 5 SUBMIT SHOP DRAWINGS TO ENGINEER FOR STRUCTURAL STEEL, FOR I d � I W
WEB STIFFENERS REVIEW PRIOR TO FABRICATION OR CONSTRUCTION THE ARCHITECTAND/OR � � (E)-CONCREfE �
CONTRACTOR ARE RESPONSIBLE FOR VERIFYING DIMENSIONS AND QUAPJTITIES (N)-CONT 14"LSL RIM- FOUNDATION WALL °
12 EXTERIOR WALLS SHALL BE ac6 STUDS @ 16"ON CENTER OR AS DESCRIBED BOARD PER PLAN a a I �
BELOW, UNLESS NOTED OTHERWISE ON PLAN THIS REVIEW IS FOR GENERAL COMPLIANCE WITH THE INTENT OF THE
WALL HEIGHTS 12'-6 AND LESS 2x6 STUDS @ 16" STRUCTURAL DRAWINGS QG TYP � I
WALL HEIGHTS FROM 12'-6 THROUGH 14'-6� 2x6 STUDS @ 12" 6 IF NEW CONSTRUCTION ADJOINS AN EXISTING STRUCTURE,THE A a +
WALL HEIGHTS FROM 14'-6 THROUGH 17'-4 (2)-2x6 STUDS @ 16" CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS, °
WALL HEIGHTS GREATER THAN 17'-4 CONTACT ENGINEER (N)-14"I-JOIST PER PLAN (N)-CONT TREATED (2)-2x12 I
CAP WITH A DOUBLE 2x6 TOP PLATE OVERLAPPING AT CORNERS AND AT ELEVATIONS AND ALL EXISTING CONDITIONS UNDERPINNING AND SHORNG OF
INTERSECTIONS WITH OTHER PARTITIONS IF OVERLAP IS NOT POSSIBLE,STRAP EXISTING STRUCTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (N)-LVL BEAM PER PLAN (N)-14"I-JOIST PER PLAN —, LEDGER W/(2)-5/8"fI1x8" � „
EXP ANCH @ 24"0 C ,TYP (N)-14 I-JOIST PER PLAN
TOP PLATES ALONG EXTERIOR WALL WITH STEEL STRAP TIES (SIMPSON ST292) CONSULT WITH THE ENGINEER FOR SHORING DESIGN AND RECOMMEND�TIONS W/DBL 2x6 TOP f� I � a z
GABLE END WALLS SHALL BE BALLOON FRAMED TO THE BOTTOM OF (NOT IN CONTRAC� (N)-(1)-1 3/4 x 14 LVL ° � � CRAWLSPACE
RAFTERS, LOOKOUTS OR GABLE END TRUSS (N)-EXTERIOR WALL(BEYOND) I a �
WALLS SHALL BE SHEATHED WITH 7/16"THICK APA RATED PLYWOOD OR OSB 7 �NHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCUR�TE SET
SHEATHING RATED 24/16, EXPOSURE 1 BLOCK ALL HORIZONTAL JOINTS 8d OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR I ° e
NAILS AT 6"AT PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE SUPPORTS RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUED COOPERATION,�ND 5 SCALE 3/4" = 1'-0 �
COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT AND ENGINE_R TO � � ' '
PROVIDE(3)-�c10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH PROVIDE THE BEST POSSIBLE STRUCTURE S� I °°
ONE 2x6 TRIMMER AND ONE 2x6 KING STUD EACH SIDE UNLESS NOTED '
OTHERWISE (N)-3"OF STONE&MORTAR (N)-3/4"T&G PLYWD I ., � I
NUMBER OF STUDS INDICATED ON PLANS FOR BUILT UP POSTS ARE BED ON WATERPROOFING
TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS CONNECTION SCHEDULE PER ARCH P R 0 J E C T 0203-07
ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5"OF STUDS BELOW
QA SIMPSON H5 2 SCALE 3/4�� = 1�-o D R A W N B Y JPL
13 INTERIOR LOAD BEARING WALLS ARE 2x4 OR 2x6 STUDS AT 16"ON CENTER
WITH 1/2"GYPSUM WALL BOARD BOTH SIDES CAP WITH A DOUBLE TOP PLATE �B SIMPSON LSSU210 S1 REVIEWED BY . JPL
TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTION WITH PARTITIONS � SIMPSON LSSU210-2 I � D A T E PERMIT 03.22 07
IF OVERLAP IS NOT POSSIBLE, STRAP TOP PLATES WITH STEEL STRAP TIES (N)-CONT 14"LSL RIM-BOARD
(SIMPSON ST292) OD SIMPSON LS90 PER PLAN a R E V I S I O N S
PROVIDE(2)-�c10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH E SIMPSON MSTA30 a (N)-3/4"T&G PLYWD
ONE 2x4 OR ac6 TRIMMER AND ONE ac4 OR 2x6 KING STUD EACH SIDE UNLESS O (E)-CONCRETE I �
NOTED OTHERWISE OF SIMPSON ITT2.06/14 FOUNDATION WALL ` PER PIAN
NUMBER OF STUDS INDICATED ON PLANS FOR BUILT UP POSTS ARE (N)-DBL TOP f� TO PLYWD
TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS 0 SIMPSON IUS2 06/14
(N)-14"I-JOIST PER PLAN I d I
ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5"OF STUDS BELOW OH SIMPSON ITT14 (N)-2x8 STUDS @ 13"0 C
14 AT BEAM BEARING LOCATIONS IN STUD WALLS, PROVIDE MULTIPLE-STUD 01 FIELD VERIFY EXISTING JOISTS TO ENG. FOR HANGER CALL OUT (N)-1/2"0 x 8"EPDXYANCH @ 48"O C CRIPPLE WALL I
POSTS EQUALTO WIDTH OF BEAM UNLESS NOTED OTHERWISE � SEE DETAIL 3/S1 IN CONT TRTD �c8 k? p a Q GENERAL
' 15 FLOOR SHEATHING PROVIDE 3/4"THICK APA RATED STURDIFLOOR RATED I I (N)-14"I-JOISTS PER PLAN N OTES &
� AT 24"ON CENTER TONGUE AND GROOVE EXPOSURE 1 FOR ALL FLOOR � i i � aa (N)-I-JOIST BLKG PANELS C?24"
� CONSTRUCTION GLUE AND NAIL PANELS TO ALL SUPPORTS 8d NAILS AT 6 AT a
PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE SUPPORTS INSTALL (E)-CONCRETE FOUNDATION WALL I I IN FIRST JOIST SPACE W/ D ETAI LS
(° ' ' ' (5)-8d NAILS INTO EA
SHEATHING WITH LONG DIMENSION PERPENDICULAR TO JOISTS AND STAGGER I a a I PANEL,TYP
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1 NEW FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED"DROPPED"
2 TOP OF NEW STEEL BEAM ELEVATIONS ARE NOTED (####'-##) P R O J E C T , 02Q3-07
3 NEVJ FLOOR SHEATHING IS 3/4"T&G APA RATED STURDIFLOOR, EXP 1, SPAN RATING 24"D C
5 NEW POSTS CONTINUOUS BELOW ARE INDICATED � NEW POSTS FROM ABOVE NOT CCNTINUOUS BELOW ARE INDICATED� ❑ D R A W N B Y JPL
(N)-5/8"ROOF SHEATHING 6 Q INDICATES CONNECTION TYPE REFERENCE SCHEDULE SHEET S1 REVIEWED BY , JPL
7 (E}-EXISTING FRAMING INDICATED AS THUS (- — — - } (N)-NEW FRAMING INDICATEDASTHUS• ( )
8 ❑ INDICATES BASE PLATE TYPE REFERENCE SCHEDULE SHEET S1 D A T E . PERMIT 03 22 07
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