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, � ALUMINUM CAP FLASHIN <br />ALUMINUM <br />0,032" ALUM <br />: S' <br />_'ay <br />" M1.i:� .•P � �4: <br />' •�'� <br />/Lrr •i•T�' ,'+.�'• <br />iL. : �� : �i'� '{ <br />)i:.`� ' ` � <br />INSTALL #6 SMS <br />AT 4" ON CENTER <br />'.i.i3 <br />�� <br />-�i i <br />.•'r.: - <br />`.; : - <br />,� t � „� <br />�• ! I '_��� � 1 � !'•4.: � Sf <br />-�'��.�.� � . :. . r .+'.iJ�. <br />ROOF PANEL AT CATHEDRAL <br />PEAK WITHOUT BEAM DETAIL <br />ROOF HANGING RAIL MOUNT <br />W�(1) 1/4' x 3' LAG SCREW <br />B O.C, CAULK EXT. mGES <br />18' METAI FLASHING <br />(SCREW dc CAULK) <br />REMOVE IXISTING - � <br />DRIP EDGE _ <br />� <br />ATTACH NEW 2X6 FASCIA BOARD -� <br />WHERE REpUIRm USING (2) 1/4�X3� <br />LAG SCREWS INTO EACH RAF'TER OR TRUSS <br />TEMO RECOMMENDED SUNROOM <br />ROOF ATTACHMENT TO THE DCISTING <br />SOFFlT. SOFFlT R�NFORCm AS SHOWN <br />0.032" ALUMINUM <br />EXISTING 1RUSS ROOF WITH <br />SHINGLES OVER FELT PAPER <br />1RUSS OR RAFTER <br />AT i6' ON CENTET2 <br />�ADD 2 x 4'S <br />O 12' 0/C ---- <br />rs' --__ <br />MAX � <br />INSTALL 7/16' OSB <br />TO NEW 2X4 <br />EXISIING <br />EXTERIOR <br />WALL <br />ROOF TO OVERHANG <br />REINFORCING AND ATTACHMENT DETAIL <br />.; <br />�G' ���2�' <br />� /8 SMS 0 6'O.C. NAX <br />��� <br />-�� i y <br />D0STING <br />RESIDENCE <br />CONi1NU0US HAI <br />RAIL PFR �g OR <br />� *,T ........ ..... ....�.�.... _ ,,, <br />O.C. TO PENEfRATE SOLJD <br />WOOD 1 3/4' AIINIMUM <br />ROOF PANEL/WALL ATTACHMENT lrl <br />G: \11x17\NWWINDOW�4TEM02NT <br />ALUMINUM SKIN �NDER WASHER <br />, . . . s � : . . , <br />,. . . , , . • <br />.i ' • . • . , , . . <br />ALUMINUM SKIN <br />c� <br />z <br />F <br />� <br />w <br />UL APPROVED FlXILIRE BOX <br />1/4" CARRIAGE BOLT <br />•, .S <br />CEILING FAN MOUNTING DETAIL <br />APPUCAiION OF SHINGLES TO <br />7HE iEMO ROOF SYSiDA AS <br />SHOWN NALL NOT VOID 'fHE <br />lEMO SUNROOMS WARRANIY <br />W1FR AWAI. ROOF CLEAT COVER <br />oum� �u,u. RooF c�T �,�r �c. <br />� �a �S115 0 6'O.G <br />INNER VINri ROOF CLEATJ <br />PANEt <br />LAAIINAlED ROOF <br />ROOF PANEL SPLICE `�J <br />SHINGLES TO ROOF PANEL <br />ATTACHMENT DETAIL <br />JGLES USING FlVE <br />�-IINGLE <br />N7INUOUS COVERAGE <br />SNOW dc ICE SHIELD <br />MINIMUM 6' SEAM LAP <br />)F PANELS <br />GENERAL NOTES & SPECIFICATIONS <br />1, 1H15 ENCLOSURE SYSTEIA IS TO BE INSTALLED UNDER THE ROOF PANE1 <br />SHOWN ON DRAWING N0. 4TEIA04 OR UNDER A CODE-APPROVED DOSTING ROOF. <br />2 DESIGN LOADS SEE TABLES FOR DESIGN LOADS AS SPECIFlm PER 1HE 2009 <br />INifRNAiIONAL RESIDENIIAL CODE AND THE 2009 INTERNATIONAL BUILDING CODE <br />3. FASTENQtS: SCREWS SHALL BE SIZES SH�WN AND SHALL BE STAINLESS STEEEL„ <br />ZINC PU1FD, GALVANIZED STEEL OR 2024-T4 ALUMINUM. <br />4. ALL SiRUCTURAL COAIPONENiS OF 1HI5 SUNROO►A SYSTEAI (IXCEPT SOLJD <br />PANELS) ARE OF ALLDY dc 1D�IPER 6063-1G UNLESS SPECIFlCNI.Y N�1FD <br />on��x�se. <br />5. ALI. D(lERIOR PORTlONS OF THE SOIJD WALL PANEL WHICH ARE SUBJECT TO <br />WATER INTRUSION SHALL BE FULLY CAULKm. <br />6. OPENINGS IN iHE WALL IAAY BE COVERm NATH A WIND BREAK MADE OF TEAIPERm <br />GLASS H1TH A AIINIUUTA 1HICKNESS OF 1/8 INCH 1HAT COIAPLIES INTH THE CODE. <br />7. NHERE THE ROOF PANEL SPAN IS PARALI.EL TO 1HE El(ISTING WALL OF THE <br />RESIDENCE THE ADEQUACY OF 1HE IXISTING WALL SUPPORT STRUCTURE (STUDS, <br />HEADFRS, BEAMS ETC.) SHALL BE VEHIFlm BY AN INDEPENDENT SOURCE fOR <br />iHE ATTACHMENT OF iHE RIDGE BEAM. 1HE ADEWACY OF THE DOSIING FRAAIING <br />IS NOT A PART OF 1HIS DESIGN OR APPROVAL <br />8. iHE BEARING SYSTEII IAUWONS HAVE BEEM DESIGNm FOR LOAD COMBINATIONS <br />REOl11Rm BY THE 2009 INTERNATIONAL RESIDENTIAL CODE <br />9. ALL ALUTAINUAI IN CONTACT N1TH DISSI111LAR UATERIALS SHALL BE PROIECTED <br />PER CODE <br />10. D(PANSION ANCHORS SHALL BE 'HILTI KNAK-BOLT II' ANCHORS, '1RU-FAST ZAMAC <br />NAILIN', TAPCON FASTENERS OR EWIVALENT. M100D UGS SHALL BE 1/4' BY 3' <br />GALVANIZED LAG BOLTS. <br />11, ALL EXISIING WOOD SHALL HAVE A MINIUUTA SPECIFlC GRAVITY OF 0.49. <br />12 SEE TABLES ON SHEET 4TEA105 FOR DESIGN WIND LOADS <br />13. ASpHALT SHINGLES OR t1GHT WEIGHT TILE SHINGLES NOT IXCFIDING 7 PWNDS <br />PER SQUARE FOOT �IAY BE INSTALLED ON iHE ROOF PANEIS IN ACCORDANCE WITH <br />TAS 106-95, TEST PROCEDURE FOR N7ND URIVEN RAIN RESISTANCE OF DISCONIINUWS <br />ROOf SYSiEIAS, lEST REPORT DATFD JUNE 5, 2006. <br />14. ALL OPERATING GLAZING PRODUCTS SUPPLIm BY TDAO, INC. INCLUDE TEMPERm <br />HP�2D00 GLASS THAT CONFORIAS VMiH CHAPTER 24 OF 1HE BUILDING CODE <br />15, WHERE SUPPORT PROVIDm BY A CONCREIE SUB IS PERMITTED BY COD�, hIE <br />CONCREiE SLAB (NEW OR DOSTiNG} SHAl1 BE IN G00� SOUND CANDITION, IAEANING <br />THE SLAB WILL HAVE A IAINIMUM COMPRESSIVE STRENGTH OF 2500 PSI, HAVE NO <br />EVIDENCE OF IXiQJSIVE CRACKING, WATFR SEEPAGE, OR UNSTABLE FWNDAl10N <br />CHARACTERISTICS AND HAVE A AIINIMUM 1HICKNESS OF 3.5 INCHES. <br />TABLE "A": MAXIMUM ROOF <br />PANEL SPANS* <br />DESIGN PANEL DESIGNATION <br />LOAD T-3-2-32 T-4.25-2-32 T-6-2-32 <br />20 PSF <br />SNOW LOAD 14'-9" 17'-9" 22'-3" <br />90 MPH WIND <br />25 PSF <br />SNOW LOAD 13'-0" 16'-6" 20'-3" <br />90 MPH WIND <br />30 PSF <br />SNOW LOAD 12'-2" 15'-3" 18'-6" <br />90 MPH WIND <br />* MAXIMUM PANEL OVERHANG IS 1'-6" <br />MINIMUM ROOF PANEL SLOPE IS 2� <br />F <br />� _ � � <br />z � � � F � <br />� � y � � � <br />= W Q � O C <br />H � d a � N <br />� � W � �d c� <br />F z <br />z a v=i � c z <br />o � � Z a � <br />�k' � c�i � a � <br />0 <br />m < � <br />� a � r <br />_ ��''' �'�� <br />Z � Q a �'d <br />z <br />a < c� � � <br />w � o a � <br />w m = <> <br />e a r �� <br />g v� � �e' �' <br />� Q � O ¢ <br />w 8 Z a� a <br />�.7 z 3 a <br />��W�y� <br />m <br />n <br />o � <br />a n <br />Va N <br />� N <br />� _ � <br />U <br />i � <br />{�"� + x <br />Q <br />a �` <br />x <br />N � <br />� '° <br />O O qMp <br />I <br />z � <br />o� <br />Zo <br />�o <br />U m <br />� <br />.� <br />00 <br />Q <br />� o� <br />�o <br />� a � <br />= N <br />O �D <br />o � <br />N <br />N <br />� J <br />o a <br />� <br />� � w <br />Z � <br />c=i� o � <br />o z <br />;n � � <br />� w Q <br />rri �- <br />N <br />� <br />N <br />FEBRUARY 19, 2014 <br />cuNTON txr. wi �eoaa <br />v�: (an)ma-aws �cze� <br />PROF65IONAL ENqNEFR <br />4TEM02 <br />