2007-P11093 - addn/remodel/repair

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_ ENGINEERING NOTE: �j � ' ,� TI1E ENGINEERING DES�GN SCOPE OF WORK a � �f FOR TI1E FOUR SEASONS PRODUCT DOES NOT C . "^`�� ACCOUNT FOR SPEQAL LOAD CONDITIONS C/] � { ��~ � ''��' { Tr��i CREATEO BY ATTACIIMENT TO TY1E EXISTING E-{ � SYS?EM �;� �URVED I SYSTEM 4ESTRAIGIIT `' ' ��Stz" "� � '"�� STRUCTURE. TIIESEMAYINCWDESNOW U � ROOM BW MODFLS SYSTEM 4E CURVED SYSTEM 4E CURVED � SY�TEM 4� STRAl�s. , � � �r SYSTEM 4E STRAIGIIT DRIFTWG OR UNBALANCE SNOW LOADING. � ROOM B�l MODELS ,��. ,s .' --� ¢ o ROOM GG MODELS ROOM XI1 MODELS �:�- �'" ANY SPEQAL LOADING CONDITIONS MUST BE (BASEWALL NOT S110WN) I (BASEW.ALL NOT 5!10WN) RC�OM GG MODELS ,,,�+'� ROOM XI1 MODELS Q 3 - ¢ I _ .,y< EVALUATED BYOTIIERS. � v � � � � I - — z J � � � � �� f I � � i ►- — a � � ° °' ^ - � ' f ENGINEEfZING NOTE: � o '' o � I ? � o m � � � � � ; � � � - 3 G I j G I G2 `j G I '� G I G2 � oo � I G� � G I G2 i I - � m m ALL SUBSTRUCTUfZE DESIGN REQUIREMENTS AND � � � � �_ I I b � G I C� I G2 `O CONNECTIONS TO TF1E F�(ISTING STRUCTURE ARE Q � � - NOT INCLUDED IN THE SCOPE OF WORK FOR T11E C/1 a � v E C L T-5� ` ` � G I G2 E S L�W Z �S L 7-S8 � � G I G I G2 I FOUR SEASONS PRODUCT,AND MUST BE � a w 3�_p i i2.�� S'-7 U8' � - ECLT-3BW' s�-o uz°-�---I �s-� iie•--� I I � w ra � B W �--�-s�-o iiz° --J s-� iia^ I-- I D E S I G N E D B Y O T h 1 E K 5. Z W O Z I I � I ESLT-3 G G E S LT-5 G C- � � � � - -- > x Q ECLT-3GG ECLT-5GG � � � 3'-0 I/2'-�----I 5'-7 I/b"—� 3'-O I/2" 5'-7 I/8" (/] p Ll ECLT-3XI1 ECLT-5XF1 I ESLT-3XI1 ESL.T-5XF1 Q � � � I � I GENERAL NOTES AND SPEQFICATIONS W cn 1D �o i C/� w � � � � � _ I. Thesc standard plans show members,cunnections and allowable �/ � loads for the pro�ed,and assume that the connections at the �_� base and wall are secure6 to adequate�trocturai components of � {�j G I G2 G3 �j � i G I G2 G3 '` "� � the cxisting strncture as indicated��hP aeta��7. � o � � G I C-2 G3 N �. In order for an existrng 51ab to bn used,it shall b?m good w �8 2 /8� �� G2 G3 I I �I _ condition with no ewdence of extensve cra-:km�,water � � v 8-2 ��8�� t seepage or unstable foundat�on charactens[ics. Mimmum ECLT-88W � � � I I ESLT-8BW I I _ thickness shall be 3 I/2��hes. - Ig z I/B /� I F —� � /� � 3. Mccharncal fasteners� . 17Gc � ECLT=8GG I V I G2 G� E�LT-8GG G I G2 G3 a. Sheet metal screws Lo be ildtrK.mnk�elFdnl6ng stainless ��S~ � - __ __1_� I — . -- . . _ _ steel or equal. I � b. Anchor bolis mto concrete slat shal;be I,'4"diameter x 2 I/4" � � � � I I_g,_Z i�8.,� / � �— I- _ hlJtrKwik Bolt II. Prnviae 2"mimmum edge AisCance. . �.� � /� ! �n � � a-z i ie•—i ' _ I ' N I CC�T-CrJXI�I I � � �n I � �fl- �� ESLT-8XI'j 4 All structurai mernbers mcl,di^y headers,vertical mullions - ��` „j I _ and rorner posts show7 on these plans shall bc alurnin�m � (� i G� G� CL} - I . � I � I G I G� G� C� _`O I I o i. _ alloy and temper 6005 T5,ezce�:as noted Qtherwise. � � I� � G I �C 2 G3 G4 � � f � G � C„ G3 �4 Q' j �� 5: Wher used as a Pat�o Cove�(as v �vlPa w�der the _ I I f - . � � aopena�x Chapt?r 3 I or ehe I 99i L'�C Code) �--I 0'-9 I/o"---� � . -- , _ � � � � ECLT-I 06��/ I =r ---i 0'-y i/8'--� I � a. It may be s;ivpo�ted cn a new or�x sting non-engmeered O I E51_T-I OB�v�/ �' � `_° concrete slab on grade. It sucn non-enyineered slab is � i---��-�' '�e"---�1 - I . . p�_9 iig- ^ 'uti6zed then the allowable loaci i:4mited'uv such slab as O � �. �CL I-i�GG -- - � __ 1 FSLT-I C,,CiG — �ndicated m the!oad table��. � � b. The use of such Patio Reoms ere limited to recreational and W i outdoor iivin ur oses onl and are not to be used as a � � i G I G2 G3 G4 `�p p Y � I I I G� G2 G3 G4 carport.garage,sr.creye or hab;ub�e rooms. � � - �o ^/ ^ ? I � I = �- � c. "Open Area"of the longest wall and one addibonal wall shall w I� I LL - �- Il.l Q ' � � � � I be a mmumum oE 65%of the area beow a height of 6'-&' N � � - C-1O�9 �/8 � - �O'-9 �l8'—�1 for each wall. "Open Area"is defined as area with;nsect ej � G� G2 G3 G4 G5 I a� EC�T-��Xh G I G2 G3 G4�� I I o I E�LT-I OXH screening or readdy removable plastic glazing wt � G i G2 G3 G4 G5 I I � G I G2 G3 G4 G5 exceeding I/8"in thickness. The.third wall may be rn solid or qlazed with 91ass. `� J {� I 3'-4 I/4'—�- � -- �--I 3'-4 1/4'--- ` . . \ ECLT-I 3BW E�j�T-�3B1/�/ � I �d. All other requirements of Appendix Chapter 3 I r z �13'-4 I/4'-- I ,; "Pado Cover Enclosures'of the I 997 � 13'-4 �/4"- � � ESLT-i 3GG UBI.shall be adhered to. � ECLT-I 3GG N I � � � �'6. Aluminum connections must be protected from direct 1D contact with dissimdiar materials such as steel Q ro N ,.m� `� "� concrete. In 3ccordance w�th Chapter 20 Section a� I o � 20I I.62 of the Unrform Budding Code(UBC). � G I G2 G3 G4 G5 �; � G I G2 G3 G4 G5 �r�wN BY:Tw C' � C'2 �'3 C'4 C'5 C'E' o G I G2 G3 G4 G5 G5� � 7. This?atio System may be installed under FourSeasons I N Weatherlock II Roof Panels with roof Ft-beams recognized REVIEWED BY:LD I � - for enclosures per Chapter 3 I (Appendix)of the I 997 I— ��' �� 4"� G I G2 G3 G4 G5 G6 �13 �' j4 � ` -- - I--�3�-4 ��4•--I Uniform Bwldin coae cu�c�. G I G2 G3 G4 G5 G6 9 �s �I ��4 ESLT-I 3XF1 DATE: 06-27-03 ECLT-I 3XI1 8. So6d wall panels shown on details shall comply with an ECLT-I 5BW I ESLT-I 5BW I.C.B.O. report currently recognized by the LC.B.O. I I REVISION DATE �5'-i i iin'---� I— I Evaluation Service Inc. All extenor areas of solid walis � I S'-I I I/4"-1 which are sub�ect to water mtrusion shall be fully caulked. ECLT-i 5GG I ESLT-I 5GG 9. A 6'-0"max width tempered glass or plastic sliding door `� 1D may be installed in any non-beanng wall,prowdec!that the BASE WALL 11EIGriTS 5110ULD BE MADE IIV INCREMENTS m = w�l is not being used tc sat�sy tne"OPEN AREA" OF 7 I I/I 6" TO UTILIZE STOCK GLASS PIECES OVER DOOf�. `" � NOTE: o �e uirements af�ote 5C. (EXAMPLE 7 I 5/I 6", I 5 5/8", 23 5/I 6" � 3 I";, rr,�,=rzoNr wn��er��m oF rHe RooMs m REFER TO COVER MINIMUM F3ASEWALL 11EIGIITS TO FIT DOORS G I GZ G3 G�F G�J GE I I DOES NOT TY�ICALLY GOVERN TY1E STRUCTURAL DESIGIJ G I G2 GJ� G4 GS GE DRAWING NAME: i ?FiE FRAMING 15 CONFIGURED AS A BAY AND TIIEREFORE S h E ET FO R ON BASEWALL MODELS� 3 FT = (NA�, IS REPFTFTI\'E. CONSEQUENTLY,A FOUR BAY ROOM SYS 4�-02D� 5 FT = I 5 5/8�� BAY G2, 8 FT = I 5 5/8�� BAYS G2+G3, I BENAVES IN A SIMILAR MANNER,AS A TWEN71'BAY ROOM. M E M B E I\ D ES I G N ATI O N S I 0 F? = 7 I 5/I 6" BAYS G3=G4, I 3 FT = 0" BAYS G4+G5, �--��-�� 4•� I � �_�,, �� 4„_� I 5 PT = O" BAYS G4-G6. ECLT-I 5Xh ESLT-I 5XH PAGE 2AoF 7