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NOTE: <br /> SYSTE M 4 E S U N � ST�;�S T7E FRONT WALL LEN6TtI OF Tt1E ROOMS U <br /> � A, � DOES NOT TYPICALLY 60VERN Tt1E STRUCTURAL DESIGN. � � <br /> ST RA I G N T EAV E D ES I C-�V TY1E FRAPnING IS CONFIGURED AS A BAY AND TryEREFORE a p <br /> GENERAL NOTES S REPETETIVE. CONSEQUENTLY,A FOUR 6AY ROOM � <br /> ��'a BEh1AVE5 IN A SIMILAR MANNEIZ AS A TWENTY BAY ROOM. � � <br /> A.FOUNDATfON� G.SEALA�IT ��C�p �'� �_ (-i � <br /> I.ALL SUBSTkUCTURES INCLUDING oUT NOT LIMITED TO FOUNDATIONS t DECKS,SHALL BE DESIGNED BY OTrIERS. �.FLL SFPtANT OR T I�5 TT- 00 ASTM C-920 iYPE 5. U <br /> .>�noe r,s,c� zs � !+, -� FASTENER SCf1EDULE FOR SYSTEM 4E � ¢ a <br /> 2.CONNECTION DETAII.S SriOWN ON DRAWINGS INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITYOF ;t'� ?ROFESS�r� ! �i TO EXISTING STRUCTURES � FOUNDATIONS Q 3 � <br /> FOURS SEASONS COMPONENTS. TF1E ACTUAL CONNECTIONS TO SUBSTRUCTURE SFIALL BE DESIGNED BY OTNERS. y �,,.;K�S ��t'�'���� � � z � Q <br /> l� �T� . C7 '_ vai <br /> ALL GP r.ETS�t'c GO-L'X?�.UDED AN9�NON FASTENER NO./SPACING - C <br /> B.EXISTING STRUCTURES �1 ,{+ � conneoNe�r 0.� �. <br /> I.T H E C A P A Q T Y O F T I 1 E F X I S T I N G O R N E W S T R U C T U R E T O R E 5 1 5 T ALL L OADS IMPOSED BY TY1E POUR SEASONS ROOMS I. R!�Op�1 SPECIF rq ,, W+. :� (M I N.) F A S TENFRS a ,� Y � <br /> SFIALL BE EVAWATED BY OTFIERS. ' �., ,/s� �!' <br /> ¢ a u <br /> -� ��' � COLUMN/SILL 3/8"0 ?_(MIN.)@ EACti COLUMN �i � � � <br /> Z CONNECTION DE7AIL5 SF10WN ON DR,4WING5 INDICATE MINIMUM REQUIREMENTS BASED ON CAPACITY OF FOUR SEASONS REFERE'vCE STANDA��S; `� H s I I/4"WASFIER � � � � <br /> � ASTM E I I 9 . Tf - <br /> COMPONENTS. TF1E ACTUAL CONNECTIONS TO EXISTING OR NEW STRUCTUIZES SFIALL BE DESIGNED BY OTFIERS. n51 M E I 300 ,;�r"'" W <br /> ASCF 7-y8 �'t"^"�=L,"'�'� GiAZiNG BAR 3/H"0 2 (MIN.) O � � �7 <br /> C.STRUCTUFtAL STEEL � <br /> I.ALL STRUCTURAL STEEL CONFORMS TO ASTM A36 OR ASTM A572 GRADE 50. WALL COWP.4N #I O 2 IN TOP 6"(3"APART) � � � ¢ <br /> a;WALL G�A55 CODE 74.R-VAWE;4.0, 30"O.C. (MAX.)VERTICALLY � m m �`' <br /> ROOF GLA55 CODE 78,R-VALUE;4 0 � �, a � <br /> D_AWMINUM 6;aVA�L PANELS TO BE 3"INSULATED w <br /> I.ALL STRUCTURAL AWMINUM CONFORMS TO Tt1E MINIMUM REQUIREMENTS OF 6005-TS FOR ALLOY AND TEMPER cl(XX)LITE COL�MNS NOTE:"ALL FASTENERS SHALL BE STAINLE55 STEEL". O > S � <br /> v, <br /> EXCEPT AS NOTED BELOW: d)(XX)UTIUTY"li"CpLUMNS(GABLE ENDS) � o z <br /> e)(XXj Ui ILITY"hi"COLUMNS �+ <br /> REAT ROOM I 2 RIDGE BEAM...............6063-T6 4 <br /> CORNEfZ COLUMN...............................6063-T6 F);X)SWIP:G DOOR W � <br /> Yi-COLUMN.................. ........... . . .....6105-T5 g)(X?SLiDER DOOR � W <br /> 2.ALL STRUCTURAL ALUMINUM WORK CONFORMS TO"PART i-A-SPEQFICATIONS FOR ALUMINUM STRUCTURES- � j <br /> ALLOWABLE STRE55 DESIGN"OR"PART I-B-SPEQFICATIONS FOR AWMINUM STRUCTURES-BUILDING LOAD AND J. DEFLEC�ION CRITERIA DOCUMENTS ARE VALID ONLY <br /> I ALL MEMBERS MEET OR EXCEEDS TF1E FOLLOWING MINIMUM DEFLECTION LIMITS: <br /> RESISTANCE FACTOR DESIGN"OF TF1E ALUMINUM ASSOCIATION, INC.SEVENTti EDITION,EFFECTIVF JANUARY 2000. LL DL+LL WITI1 AN ORIGI NAL STAM P O O <br /> 3.IN ALL INSTANCES WFIERE ALUMfNUM COMES INTO CONTACT WITFi STEEL,PROVIDE DIELETRIC SEPE�FATION. a.STRUCTURAL ALUMINUM: --- VI20 AND DATED SIGNATURE � <br /> 4.ALL EXPOSED ALUMINIUM RECEIVES ONE COAT OF PAINT. COLORTO IS GOORDINATED WITIi MODEL AVAIL4BILITY. b.GLA55: UI75 <br /> t". FASTENERS K. DESIGN LIVE LOADS <br /> I.ALL LAG BOLTS StiALL CONFORM TO ASTM A36. STRUCTURAL MEMBERS I1AVE BEEN CESIGNED FOR FULL DEAD LOADS AND Tt1E FOLLOWING ,p� � <br /> 2.ALL LAG BOLTS SFIALI.F!AVE A MINIMUM EMBEDMENT OF gx BOLT DIAMEfER WTO STRUCTURAL FRAMING;G=.45 MIN.j LIVE LOADS: ��6 <br /> 3. LAG BOLTS AND SGQEWS INTO WOOD FRAMING SYIALL BE PROVIDED WITFi PILOT F10LE5 IIAVING A DIA.METER NOT GREATER <br /> TF1AN 70 PERCENT OF TI1E TFiREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS ANO SCREWS StiALL BE INSERTED �. �MPORTANCE FACT025:WIND(Iw) = I.O � � <br /> IN PILOT i10LE5 BY T�URNING AND UNDER NO QRCUMSTANCES BY DRIVING WITFi A FIANMER. SNOW(Is)= I.O <br /> 4.ALL EXPANSION ANCI10R5 5!?ALL BE DESIGNED(8Y OTFIERS)IN ACCOfZDANCE WITFi TF1E SPECIFIC MANUFACTURER'S REQUIF,EMENTS SEISMIC(le) = I.O <br /> AND ALLOWA6LE LOADS AND SFIALL ONLY BE APPLIED IN CONDITIONS ACCEPTABLE TO MANUFACTUREK. 2. L'VE LOADS SEE ENGINEERING TABLES FOR MAXIMUM ALLOWABLE fZOOF LOAD <br /> 5.ALL FASTENERS CONNECTING ALUMIMUM COMPONENTS ARE STAWLE55 STEEL TYPE 300 I 8-8 UNLESS OTt1ERWi5E NOTED <br /> ON PLANS. 3 SNOW SEE ENGWEERING TABLES FOR MAXIMUM ALLOWABLE ROOF LOAD <br /> r. GLA55 4.WINU LOAD SEE ENGINEERING TABLES FOR MAXIMUM ALLOWABLE WIND SPEED � z <br /> I. GLASS UNITS CONSISTS OF TWO PANES OF I/8"Tt11CK TEMPEiZED GLA55 WITFi A 5/8"STAWLE55 STEEL SPACER 6ETWEEN r^ <br /> PANES WITIi AN AI2GON FILL. 6.SEISMIC LOAO SEISMIC PARAMETERS ARE AS FOLLOWS: Q \J <br /> 2.GLA55 CONFORMS TO ASTM E I 300. UBC'97: � W <br /> 3.ALL MC I 6 QEAR ARGON ROOF GLA55 HAS TF1E FOLIOWING MINIMUM PROPERTIES: BASIC STRUCTL�RAL SYSTEM:BUILDWG FRAME SYSTEM-LIGFiT FRAMED WALLS Q <br /> VISIBILI7l'TRP,NSMITTANCE = I 6% w/SFIEAR PANELS(UTFIER MATERIAi) �i +a} <br /> SOLARTRANSMIiTANCE = 10% � <br /> RESPONSE MODIFICAIION FACTOR R=5 � z W <br /> ULTRAVIOLET TRANSMITANCE =7% SEISMIC F(�RCE AMPLIFICATION FACTOR = 2.6 � � � <br /> VISIBLE OUTSIDE REFLECTIVITY = I I% 6UiLDING t1EIGrIT LIMIT. FEEf li= E5' w � Q <br /> VISIBLE INSiDE REFLECTIVITY =25% � <br /> SGADING COE`FICIENT = .I 8 2003 IBC: } W <br /> SOLAR 11EAT GAIN COEFFICIENT = .I 5 9A5!C STRUCTURAL SYSTEM:BUILDING FRAME SYSTEM-LIGFiT FRAMED WALLS �� W <br /> RELATNE I1EAT GAIN =39 w/Sf1EAR PANELS(OTYIER MATERIAL) � _ <br /> ASFiRAE WINTER U VALUE _ .25 RESPONSE MODIFICATION FAGTOR R= 2.5 � � <br /> ASFiRAE WINTER R VALUE =4.0 SEISMIC FGRCE AMPLIFICATiON FACTOR = 2.5 W <br /> DEFLECrION AMPLIFICATION FACTOR Cd= 25 � � <br /> 4.ALL MC-56 CLEAR ARGON WALL GLA55 I1A5 TI1E FOLLOWING MINIMUM PROPERTIES: B;JILDING t1EIGFiT L�MIT.FEET ti =65' � <br /> VISIBILITY TRANSMITTANCE = 56 <br /> � ~ <br /> LAR TRANSMITTANCE =29 7.LATERAL DESIGN CONTROLLED 8v WIND. � <br /> ULTRAVIO�ET TRANSMiTANCE = I 3 <br /> VISIBLE OUTSIDE REFLECTIVITY = I O L COORDINATION <br /> VISIBLE INSIDE REF�ECTIVITY = 1 7 I. FOUR SE.450N5 SUNROOMS IS NOT RFSPONSBLE FOR VERIFYING E COORDINATING <br /> SYIADING COEFFIQENT = .38 1�!1E INFORMATION BETWEEN Tf1E5E DRAWINGS B ANY OTIIER DRAWINGS USED IN CONJUCTION <br /> SOl.4P.f1EAT GAIN COEF`ICIENT = .33 WITFi TFiESE DRAWINGS. <br /> RELATIVE F1EAT GAIN =79 <br /> DRAWN BY:�P <br /> AStiRAE WINTER U VALUE _ .25 <br /> M.ABBREVIATIONS <br /> TNF FOLLOWING LISI"OF ABBREVIATIONS i5 NOT iNTENDED TO REPRESE�T ALL TNOSE USED ON REVIEWED BY:AS <br /> AStiRAE WINTER R VALUE =4.0 T�ESE DRAWINGS,GUT TO SUPPLE�4ENT i F1E MORE COMMOh�A66REVIATIONS USED: <br /> I.7YP. -TYPIca� UATE: 08/006/04 <br /> 2.S�rn. _SINIILIAR <br /> � 3 UON-UNLE55 OTHERWISE NC�TEC REVISION DA�E <br /> a.conr.-CONrivuou5 5-04 <br /> � <br /> A �-I <br /> � N CCUSTRUCTION SAFETY � <br /> T�";E Ii�aN�INGS DO�J�)��CONIAIN NECE55.4RY COMPONEN'S FO��APE?Y 7UR;�VG CONS`RUCT!ON. <br /> � -. fnt!NtiTHLLEP.'"�i1ALL��OVIDE P.DEQUAi"c-'�iv1FOP.ARY BRACING,511t�R.ING 8 GUYING OF FRAMING � <br /> � AGAit��S�1h'IIJD,CGNSIRUCTION LOADS�OTHE�TFMPOkF�RY FCaCES UN?IL IJO LONGER RCQUIP.EC <br /> � FCe TrtE;U??Ci�T OF 1 i1E FK,4PJ�iNG. <br /> � <br /> � U. ',4TI0 C,.nvER <br /> � I. VJIIEN USED q5 A PATIO COVER-F1E ROOM COMFORMS TO ALL APPLIC?.BLE PROVi510N5 OF EITHER� <br /> GRAWING NAME: <br /> a)APPENDIX ti OF Tt-IE 2000 iRC nR 2003 IRC WtiICh1EVER IS APPLICABLE <br /> b)P,PPENDIX I OF Th1E 20GG IBC OR 2003 IBC.WhtCF1EVER IS APPLICA6LE ��� ��_� � <br /> I <br /> I <br /> � PAGE � Ci` 7 <br />