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<br /> . GENERAL NOTES & SPECIFICATIONS � �
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<br /> ALUMINUM CAP FLASHIN� INSTALL �6 SMS 1. 1HIS ENCLOSURE SYSiEIA IS TO BE INSTALLID UNDER THE ROOF PANEL j �
<br /> AT 4" ON CENTER FENDER WASHER 1/4' CARRIAGE BOLT SHOWN ON DRAWING N0. 41EIA04 OR UNDFJt A CODE-APPROVED DaSiING ROOF. N a
<br /> ALUMINUM SKIN � �
<br /> ALUMINUM SKIN 2 DESIt�I LOADS SFE TABLES FOR DESlGN LOADS AS SPEqFlm PQt THE 2012
<br /> INTIItNAnONAL RE9DENTIAL CODE AND iHE 2012 IN7IItNATIONAL BUILDIN6 CODE o
<br /> ,. .....�.t s• t T:�.... .. 3. FASTENERS: SCREWS SNALL BE SIZES SHOWN AND SHALL BE STAt1�LESS STEEL, o
<br /> -:', ,•,:`.� , .. . ., , ZINC PU7ED,GALVANIZED$TEEL OR 2024-T4 ALUMINUM.
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<br /> Wr' �`�- .• .• � . . , • 4. ALL STRUCIURAL COAIPONENTS OF iHIS SUNROON SYSIEY(IXCEPT SOLID �
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<br /> �4;.� - �.i��� - - , � . PANEIS)ARE OF N10Y�1F)APER 606�T6 UNL65 SPEqFlCALLY N01ED � w �
<br /> <�,' ;;�� , , . . . , . 01HERWISE � � �
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<br /> rq Y . . . 5. ALL DCTIItIOR POR1)ONS OF iHE SOL1D WALL PANFL WHICH ARE SUB,ECT TO c� 4�
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<br /> ��r, '�;; •�c . , . . , . , WAIER INIRUSION SHALL BE FULLY CAULKm. � ±+ -E�
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<br /> ��� 6. OPENINGS IN 1HE WALL IAAY BE COVERm WITH A WIND BREAI( YADE OF 1ElAPERm a � z a ��
<br /> .f.. . • ' K .. '!:'���','f�..��.;�r' GUSS'M7H A►AINIMUM THICKNESS OF 1/B INCH hiAT COAIPLIES IM1H 1HE CODE. Z N �i `�y' F w
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<br /> 'f�i.!..h:..:....:`:.c ' - .:�•.211. •; ' . . � . ... .
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<br /> ' � • 7. WHERE 7HE ROOF PANEL SPAN IS PARALLEL TO 1HE DOSiING WAl1 OF 1HE � o �a o c�
<br /> '��` ' • ' , � . ' . ' � �. . RESIDQ�ICE 1HE ADEWACY OF THE D(ISTING WALL SUPPORT S7RUCIURE(SNDS, c5 c�i a a?
<br /> HEADQtS,BEAIAS ETC.)SHALL BE VERIFlm BY AN INDEPENDENT SOURCE FOR � < � `�
<br /> 0.032" ALUMINUM 1HE ATfACHMENT OF THE RIDGE BEAM.THE ADEWACY OF 1HE DOSIING FRAAIING � � �o ��
<br /> 0.0 3 2" A L U M I N U M IS NOT A PART OF 1HIS D61GN Oft APPROV A L � �Z ,��
<br /> ALUMINUM SKIN & 1HE BEAPoNG SYS1fY MUWONS HAVE BEOJ DESIGNm FOR LOAD C011BINAl10NS
<br /> ROOF PA L AT CATHE AL REWIRFD BY hIE 2012 INIFRNATIONAL RESDENTIILL CODE �
<br /> PEAK W OUT BEAM DETA 9. ���INUAI IN CONTACT YATH DISSIMIUR MATQtIALS SHALL BE PROIECTED � � � m �
<br /> � UL APPROVED FlXTURE BOX 10. EI�ANSIDN ANC}10RS SHALL BE'HILTI KWIK-BOLT q�ANCNORS,'1RU-FAST ZAAIAC �' u� `�
<br /> NAIIJN', TAPCON FASTENQtS OR EQUIVALENT. WOOD UGS SHALL BE 1/4�BY 3' Z � a a �
<br /> C E I L I N G F A N M O U N T I N G D E T A I L c�v�N��n uc ears. a a 3 � �
<br /> 2-16d O 12" o.c 11. ALL DOSfING WOOD SHALL HAVE A MINIAWM SPEqFlC GRANTY OF 0.49. � m � � <
<br /> 12 SEE TABLES ON SHEET 41DA05 FOR DESIGN 1MND LOADS. "' _ � >
<br /> ROOF HANGING RAIL MOUNT EXISTING TRUSS ROOF WITH � � < "' "'
<br /> W�(7) 1/4' x 3' UG SCREW SHINGLES OVER FELT PAPER 13. ASPHALT SHINGLES OR LIGHT WE]GHT i1LE SHINQES NOT D(CEIDING 7 POUNDS B � � � �
<br /> B O.C. CAULK D(T. EDGES PER SOUARE FOOT IAAY BE INSTALLm ON THE ROOF PANELS IN ACCORDANCE N1iH � � �
<br /> TAS 10�95,IEST PROCEDURE FOR WIND DRI4EN RAIN RE9STANCE OF DISCON7INUWS � = B �W
<br /> __= ROOF SYS7FNS,TEST RFPORT DA7ED JUNE 5,2006. � a � < Z�
<br /> ------- FAS SHINGLES USING FlVE W 8 �
<br /> ------- N PER SHINGLE. 14. ALL OPERAl1NG qAZING PRODUCTS SUPPLIm BY TEIAO,INC.INCLllDE TEAIPERm E�i � � � 4�
<br /> ------ HPCr2000 GLASS 7HAT CONFORAIS WI7H CHAP7ER 24 OF 7HE BUqDING CODE � as 4�j �c Z7S f7f
<br /> CONTINUOUS COVERAGE 15. INiERE SUPPORT PROVIDm BY A CONCRETE SLAB IS PERMITIED BY CODE,THE
<br />� 18' METAL FLASHING �T����� �OF SNOW dc ICE SHIELD CONCREfE SLAB(NEW OR DQS7ING)SHALL BE IN GOOD SOUND CONDIiION, IIEANING M
<br /> (SCREW k CAULK) W/ MINIMUM 6' SEAM LAP 1HE SLAB WILL HAVE A MINIAIUU COMPRESSIVE SIRENGIH OF 2500 PSI,HAYE NO �
<br /> REMOVE IXISTiNG � ENDENCE OF EXTEN9VE CRAq(ING,WATER SEEPAGE,OR UNSTABIE FOUNDA710N �
<br /> DRIP EDGE . �� 2-16d O 16' o.c. qiARAC1ERISTICS AND HAVE A IAINIMUM 1HIq(NESS OF 3.5 INCHES � Q
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<br /> •'C,��'� � INSTALL 7/16' OSB F N � � �
<br /> TO NEW 2X4 ��
<br /> w= �TEMO ROOF PANELS v„� � �
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<br /> ATTACH NEW 2X6 FASCIA BOARD DD 2 x 4�S a m
<br /> WHERE REWIRm USING (2) 1/4-X3- o ,z- o�� ____ TA B LE "A" : M A X I M U M R 0 0 F o �
<br /> LAG SCREWS INTO EACH RAFfER OR TRUSS
<br /> ==== "P�""n°" � '"� �° P A N E L S P A N S* ~ �
<br /> 18• -- THE TEMO ROOF M AS � �
<br /> TEMO RECOMMENDED SUNROOM MAX EXISiING �OWN WILL T Vo10 THE
<br /> TE]AO SUNR S W�R�n DESIGN PANEL DESIGNATION Z �
<br /> ROOF ATfACHMENT TO THE EXISTING EX7ERIOR � o
<br /> SOFFlT. SOFFlT R�NFORCED AS SHOWN WALL
<br /> SHINGLES TO ROOF FANEL LOAD T-3-2-32 T-4.25-2-32 T-6-2-32 � �
<br /> ROOF TO OVERHANG ATTACHMENT DETAIL o �
<br /> REINFORCING AND ATTACHMENT DETAIL 20 PSF � � �'
<br /> SNOW LOAD 14'-9" 17'-9" 22'-3" � _
<br /> 90 MPH WIND g
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<br /> �s sus o s•o.c �nx ��"W���T�`� 25 PSF cn
<br /> ��� SNOW LOAD 13'-0" 16'-6" 20'-3" �
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<br /> a„m u„u.RooF cx�T �,�r�c. 90 M P H WI N D � o w
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<br /> �� �T�u uLs�wrT 30 PSF � � o
<br /> � y`' SNOW LOAD 12'-2" 15'-3" 18'-6" � w Q
<br /> 90 MPH WIND � ;
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<br /> � , nN� 5 � N� � * MAXIMUM PANEL OVERHANG IS 1'-6" °"No�,4, 2o,e
<br /> ' u��°,s• MINIMUM ROOF PANEL SLOPE IS 2� LUAY 6H0,PE
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<br /> �' WOOD 1 3/4'MINIAIUY It81FR NNri ROOF pEAT� WdINA7ED ROOF �N�� ���
<br /> 20400 HALL RD
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<br /> �„\ DRAYM BY:
<br /> ROOF PANEL/WALL ATTACHMENT F RODF PANEL SPLICE ���� ���
<br /> SUNNWEST
<br /> DWG.NO.:
<br /> 4TEM02NT
<br /> 2OF5 �
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