|
GENERAL SPECIFICATIONS: z 6 �
<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS dc BUIL�NG DIA�NSIONS, d� SHAl1 v d Y� ,�,�
<br /> REPORT ANY VARIATI�IS TO THE DESIGNER FOR RESOLUit�l PRIOR TO Z S s o�
<br /> CONSiRUCTiON. WRITIEN DIf�ENSI�IS SHALL TAKE PRECEDENCE OVER SCALED. � �� �� �'
<br /> CODE�INSEC), 201�5NUNIfORM PLUI�I�NG t�DE (UPC),)20155NTERNATIONAISMECHMIICN.GY Z �� �� �`� ';
<br /> CODE �I�IC)� AND A1L OTHER APPLICABLE CODES. PEI�IITTED (�AZING �IATERIALS = �6
<br /> S T R U C T U R AL• i. L A M I N A l ID G L A S S 1 2 �i A X. A B O V E F L O O R m �„�
<br /> SEISMIC ZONE D1/D2 PER FlG. R301.2(2) & ENGINEERING 2 FUu'Y TEMPERm �AS�'' �3 �� •
<br /> 3. HEAT-STRENGTHENED GLASS WITH RETAINING SCREEN = •
<br /> WIND (EXP. B) BASIC SPEED: 85 MPH PER FlG. R301.2(4) 4. IMRED GU1SS WITN RETAININ6 SCRED�I W �� o
<br /> COt�iPONENT/CLADDING LOADS /TABLE R301.2(2) 5. APPR0IIED RIqD PLASTICS = �� Z�
<br /> TABLE R301.5 t�INIMU�i UNIFORMLY DISTRIBUIEED LJVE LOADS 26 GA. FLASHING dc COUNTER-Fl.AS'FIING. w ``J z �3
<br /> 2x6 WRB TO EX1Et� 4� I�Mi. ABOVE ROOF w �� ¢
<br /> L O A D I N G I J V E D E A D T O T A L (SELf'-FLASFtING PERMITTED FOR PITCNfS 3:12 � -' � �w
<br /> ROOF (GRWND SNOY� 25 PSF 10 PSF 35 PSF GREAIER PER i�FGR. INSTALLATION INSIRUCTIONS) 8d 9 6' O.C. o � "'�
<br /> UNINHABITABLE ATTICS - NO ST�tAGE 10 PSF 10 PSF 20 PSF ROOF SHTHG. �'W
<br /> UNINHABITABLE ATi1CS - LJMITED STORAGE 20 PSF 10 PSF 30 PSF
<br /> '� 2x6 RIDGE BOARD TO PIAiE� v �
<br /> HABITABLE ATTiCS dc ATitCS w/FlXED STAIRS 30 PSF 10 PSF 40 PSF
<br /> BALCONIES (EXTFRIOR) AND DEqCS 60 PSF 10 PSF 70 PSf PRffAB. 1RUSS � ' � i-
<br /> FlRE ESCAPES 40 PSF ^� oo � ,
<br /> GUARDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION R-21 INSUL � / ' � � � 3-16d 2x4 HF ❑�
<br /> GUARDRAILS IN-FlLL 50 LBS APPLJED TO 1 SQ. FT. � (T \ � 0 24' C. �6d NTO EA. TRUSS �� �
<br /> PASSE�IGER VEHICHLE GARAGES 50 PSF IF ELEVAIED 2,OOQ LB PT.
<br /> ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF 50 PSF OVERFRAMIN6
<br /> SLEEEPING ROObIS 3Q PSF 10 PSF 40 PSF I I I I 2x4 POST PRffA6. 1RUSSES � ,
<br /> �11C�A�L 0 24" O.C. 0
<br /> STNRS 40 PSF 10 PSF 50 PSf ��=—I 2x4 POST �
<br /> OR 3� LB PT. LOAD ON 4 SQ. IN. —
<br /> BEYOND
<br /> ALL BEAkIS, qRDERS, HEADERS, RAFTERS, dt JOISTS TO BE HEA1 F1R N0. 2 OR 2x4 fRAMING GIRDER TO SAM,IE 2x6 PLATE AT SAME AN(�E '
<br /> BETTER AS NOTED ON PUWS. (�UED LAM�JATED T1�18ERS SHAIl BE YANUFACiURED 0 24'0% �fAX. ��� 2x6 PLATE AS VALL�Y ACROSS �IEATHING.
<br /> dc IDE�lT1Flm AS REQUIRED IN AITC A190.1 � AS1M D3737. A� � 2-16d TO EACH iRUSS
<br /> PLYWOOD INDEX: CD. ROOF dc SUBFLOOR SHEATHING PER TABI.E R503.z.,.,c,�. S K YL I G H T D E T A I L ���. To �,��
<br /> WALL SHEATHING PER TABLE R6023(3) �C R602.3(4). SFIEATHING FASTENERS PER ��� POST DOWN MAY BEAR �::
<br /> BEiWEEN TRUSSES IF
<br /> TABtFS R6023(1) dc (2).
<br /> WHERE APPLICABLE SCALE: �" = 1'-0' 2u6 PLATE IS CONTINUWS ,`�� ;'
<br /> STRUCTURAL MEMBER FASTENERS PER TABLE R6023(1). . ,
<br /> WOOD W (�NTACT WITH CONCREiE, NEAR GROUND. OR WOOD EXPOSED TO WEATHER TO CUT 12'x12' VfNT1LATI0N
<br /> BE PRESSIJRE 1REATED OR NANRAl1Y DURABLE N�OD PER R317. OPENINGS AT 6'-0' O.C.
<br /> CONCRETE dc R�AR: OPFN NGXBETWEEN TRUSSES ^ ~ , �
<br /> 00 �
<br /> REBAR TO BE 60.000 PSI - GRADE 60 ASTM A706. WALL REBAR SHALL BE PLACED NO I °-,- I
<br /> CLOSER TO THE OUTSIDE FACE THAN X� THE WAII THIq(NESS. REBAR COVER PER Aq � f- �
<br /> 318. FOOTINGS TO BEAR ON 1500 PSF MINIYUM UNDISNRBED SqL CONCRETE TO BE Z } o
<br /> I�INIMUI� f c = 2500 PSI 0 28 DAYS (3,000 PSI FOR GARAt�/CARPORT SLABS, 3 m iw
<br /> EXTERIOR PATIO SLABS ON GRADE, dc WEATHER EXPOSED BASEMENT, FOUNDATION WAL1S, HANGER PER� EXTEND TRUSS ROOF
<br /> PORCHES, AND STEPS W/ 5%7% AIR ENTRNNMEN�. I�INI�1U�t DESIGN EQUIV. FLUID o w
<br /> PRESSURE = 35 PCF OR PER SOILS ANALYSIS TRUSS EN(�. SHEATHING IJ�IDER �
<br /> TYP. 2x6 WALL �� T-1-11 PLYWD OR� CDX OVERFRAMING TO
<br /> JOISTS FRAMING FROIrII OPPOSIIE SIDES OYER A BEARING �� � ��
<br /> PLYWOOD S�ITG OR �g" O.S.B. E:
<br /> USP STRUCNRAL CONNECTORS OF EQUIVALENT STRENGTH MAY 8E 3J4" APA TdcG OSB OR PLYWD. NAIL 8d 6" O.C. EDGE, 12" SUPPORT�iALL LAP A MI�qMUM OF 3 INCHES AND SHALL
<br /> SUBST1iUTED FOR SIMPSON HOLDOWNS, STRAPS, AND CONNECTORS CD INT. W/ EXT, (�UE. NAII W/ O.C. FlELD 4R PER ENGINEER'S 3/4' APA TdcG OSB OR PLYWD. BE NAILED TOGETHER YNTtI A MINIMUM 11iREE 10d FACE
<br /> tOd 0 6� O.C. EDGES & SOLJD SHEARWALL SCIiEDULE CD INT. w� EXT. (�UE NAlL w/ NAILS. S�ID Bl.OqqNG SHALL BE PROVIDm AS LATERAL R 0 0 F 0 VE R F R A M I N G D E TA I L -
<br /> � BLOCKING dc �10" O.C. IN FlQD tOd @ 6 O.C. EDGES dc SOLID f�SiRAINT AT EAqi iNTgi6lmiATE SIiPPORT. TOE NAII
<br /> R O O F I N G O P T I O N S. �xc. � o�o o.c. IN FlELD �ISTS AND BLOCKING TO BEIU/ w/(3)sa. sca�: 7�' _ �'—o•
<br /> � SHAKE/SH�IGLE ROOF: INTERWV. w/ 18" WIDE STRIPS OF TYPE 30 FELT. Sa.lD BLOq(IN6 2x6 BASE PLA1E :
<br /> NAIL w/ (2) GALV. FASTENERS PER EACH PIECE TO 1/2' (�3X PLYWOOD SIMPS�I A35 0 32 O.C. F1'� '�� BEA11-(�LUMN (�NNECT '
<br /> SHEATHING OR EQUIVALENT. PROVIDE 1/2 CCX PLYWOOD SHEAIHING 0 FLOOR JOISTS PER PLAN 2x RIM JOIST PER � 2x4 OR 2x6 TIES w Z-16d OR
<br /> ���a' }¢' CCX PLYWOOD S'hIT6. METAL (�NNECTat/
<br /> � C�IPOSITION ROOF': 0/ NONPERFD. TYPE 15 FEL.L NAIL w/ (4� GALV. OR �6" O.S.B. SOFFIT BEAbiS dc (�LU�INS �BEAAI dc COLUMN
<br /> FASTN'R PER EA PIECE 0/ t/Y CDX PLYMID SHTG. OR EQUIV. w/ t/2� CCX 2-2x6 TOP PLATES R-30 INSUL W/ VAPOR PER FWNDAD�I PLAN. TYPICAL EA. S�DE .
<br /> �0/HAN(�. lAP SPLICES 48' PER COLUMN BASE UP 8" OR
<br /> � CONCRETE T1LE ROOF: 0� TYPE 30 FELL NAIL w/(2) GALV. FASTENERS RETARDER WARM �DE USE PRESSl1RE TREATED PROTECT COLUMN BASE
<br /> PER EA PIECE OVER t/2 CDX PLYWD SHTG. OR EQUIV. w/ 1/Y CCX @ CANTILEVER WILL BEAR i �i P�N COMCRETE FOOTING �""'�—w� �E 90 ROOFlNG
<br /> 0/ HANGS. ON FRAMED WALL OR `- - J PER FWNDAl10N PLAN COLUMN-FOOIING ANqiOR
<br /> � �IETAL ROOF: INSTALL PER MFG. SPECS. 0[ TYPE 15 FELT 0/ t/2" CDX FWNDATION WALL INTERIOR GRADE - w/MASB OR EQUIV. � �'
<br /> PLYWD SHEATHING OR EQUIVALENT w/ 1/2" CCX PLYWOOD SHEATHING � °
<br /> o/H�a. CANTILE\/ER SECTION INT. BEARING SUPPORT Q �� �
<br /> � ROOf' SHTG. TO BE NAIIID w/ Sd �6" OC EDGES dc 1Y OC FlELD - �" w o
<br /> UNBLKD. WHERE APPLJCABLE SCALE: �" = 1'-0' WHERE APPLICABLE SCALE: �' = t'-0' N� �
<br /> � �
<br /> Z N`� � . .
<br /> � 03 �
<br /> M 1=^
<br /> .-�
<br /> � �W �
<br /> Ow��.r
<br /> PROVIDE N0. 4 VERTiCAL �— �W '
<br /> CQNTINUWS �4 H�tIZ. BAR 6* BARS AT A SPApNG NOT
<br /> TO BE LOCATED 6' BELOW �N• ��aNG 48 INCHES. O
<br /> � PREFAB. ENqNEERED ROOF C�
<br /> TOP OF WALL
<br /> IRC R404.1.4.2 TRUSSES 0 24" O.C. �
<br /> `a REBAR Z (U.N.O.)
<br /> � R�FlNG PER PLAN ��. .'
<br /> a� GRADE � � �
<br /> I ' — - - WIND BAFfLE W/ t' MIN. AIR SPACE
<br /> (p 1=1 I 1=1 I�-
<br /> �4 B A R W/ � I I I��I I� :
<br /> a 12d MINIMU�f H° II�'I ¢ �e OSB, CDX PLYWOOD OR 12 SIMPSON H25A OR H1 EACH ,
<br /> � 1f2USS TO TOP PLAIES
<br /> � H O R I��� a� 3" MIN. � �' T-t-11 SHEA?HING. NAIL 8d �, �E
<br /> � 4'� R0�' o �6� ON EDGE, 12' IN FlELD OR '"m �o m �PLAN 2x SCRND. VENT BLJC.
<br /> �. STD, HOOK �DRAIN �. 2u4 SNDS 016" O.C. PER ENqNEER'S S.W. SCHEDULE
<br /> 4"� PERF. � 2x4 PRESS. TR1D. SILL PLATE R-49 INSULATION 8d GALV. 0 6' O.C.
<br /> a �4 BA� P�� (DIAPH. TO TOP PLS.)
<br /> FTG. DRNN W/J�'D A.B. 0 48' O.C. OR
<br /> �� IN (�AVEL � • PER PLAN dc BTWN. 4Ji" dc 12"
<br /> 2' �N 4 CONC. SLAB ON SAND �' GYVB OR SAG
<br /> MIN. t) - z X = OF S�LL ENDS. EMBED 7" MIN. RESISTANT X�' GWB
<br /> a oo FlLL & TAI�P AS REQUIRED �
<br /> ° � � � " 3x3x0.229" PLATE WASHERS.
<br /> I� _ : • io � 2-2x6 TOP PLAIES � '�� �=
<br /> . i ,.- '"� d- u - _�- FlNISHED (�2ADE SLOPED FOR �qp SpuCES qg• PER PLAN TYPICAL FASqA � O �,
<br /> � r�tn • . ; �I_.III III— • �
<br /> ,, �P • 6 MIN. FALL WITHIN 10 OR
<br /> SEE WNC. FTG & STEwI ��;� � ;;`�� � � PROVIDE SWALE OR DRAIN. HEADER PER PLAN. USE 2" �
<br /> IF FOOTING POUREd SEPARATELY, Z) CONTIN. �4 HORIZ TE �
<br /> PROVIDE �F BAR 48' O.C. MAX. �AR 3'-4" F`�OM 80T. WALL DETAIL ON 1HIS SHEET � -_�►.`•� � '- ROOF DRAIN 4 TiGHTLINE FOAM BOARD W/ 4x HEADER
<br /> WITH STD. HOOK. EXTEND TO 3" OF FTG. SEPARATE fROM FTG. DRAIN �,
<br /> p ~ S�DING PER ELEVATION 0
<br /> CLR. FROM 80T. OF FfG. R_4J�,�FT 1'-0' MIN. 1 STORY , , 3 6 4'0 PERF PIPE IN WASHED $ 7�t" G.W.B. � :
<br /> H�IZ. EXiENSION PARALIEI.. TO 1'-3' MIN. 2 STORY 1 -0 ONE STORY (�tAVEL. CONNECT TO a TYPE 15 FELT OR '
<br /> W�i L FOR PROPER CONC. COVER. 1'-11' MIN. 3 STORY 1'-3" TWO STORY APPROVED DISCHARGE W R-21 INSUL WATERPROOF BUILDING PAPER W
<br /> PLAI N CON C. FN D. DETAI L GAR AGE WALL SECTI ON � 2xfi STUDS O t6� o.�. , �
<br /> 2x6 BASE PL W/ 16d 9 16 O.C. Q
<br /> SEISMIC ZONE b' SCA�E: J�' = t'-0' WHERE APPLJCABLE SCALE: �' = 1'-0° TO JST dc 2-16d EA STUD '
<br /> 3'4 APA TdcG OSB OR PLYWD. CD �
<br /> INT. W/ EXT. GLUE. NAIL W/ 2x RIM J�ST Wf 3-16d
<br /> tOd � 6' O.C. EDGES dt SOLID EACH JOiST Q
<br /> � BLKG. k@ 10" O.C. IN FlELD 8d GAL.V. � 6' O.C. V
<br /> o �:-
<br /> (DIAPH. TO TOP PL) �� .;4, .�
<br /> FLOOR JSTS PER PLAN �Q�QQS(QQQS w �Z ,
<br /> � �,Q
<br /> 2-2x4 TOP PLATES Q �3
<br /> LAP SPl10ES 48" � �� , �
<br /> J W
<br /> HDR. PER PLAN Q ¢�
<br /> I � w
<br /> �E FL�R PLAN FOR
<br /> FlRE PROTECTION �" T-1-11 PLYWD �2�" CDX � �� .
<br /> oZ
<br /> �' PLYY�OOD SHT� OR �e' O.S.B. N
<br /> � NAIL 8d 6' O.C. ED(�, 12" O w
<br /> � 2x4 STUDS A 16' O.C. O.C. FlEID OR PER ENGINEER'S � F-Z
<br /> ,,, S.W. SCHEDULE. � �� E;
<br /> � o o .
<br /> 2x4 BASE PL W/ 2x4 PRESS. TRTD. SILL PLATE W/ � �A °
<br /> 2-16d EA STUD }¢"� A,B. 0 48' O.C. OR PER �
<br /> PIAN dc BETMIEEN 47�' dc 12" OF �
<br /> 4" CONC. SLAB ON SAND SILL ENDS. EMBED 7" MINIMUM.
<br /> FlLL � TAMP AS REQD. INSTAIL 3x3�' PLATE WASt1ERS. � .
<br /> e FlNISHm GRADE SLOPED FOR Q
<br /> � . � 6' MIN. FALL WIIHIN 10' OR
<br /> .n L�lf=�ir �
<br /> • '.�F: �iE��r' : PROVIDE SWALE OR DRAIN. ,
<br /> ' ��i��i��- .ir.. �' �c Z
<br /> II �
<br /> �. � �
<br /> 4� 6" 4�"
<br /> t'-3" "
<br /> TWO STORY SECTION 4 �
<br /> WHERE APPLICABLE SCA�E: �"=1'-0" ���@� �� ����j��� pF .
<br /> ������t��� �'�� ���'�'`��� 5 .
<br />
|