The URL can be used to link to this page

Home My WebLink AboutMDC S101 FRAMING PLANi W 7 EQ. SPA. = 37'-1 , r-, oa" � Sr I � p I B ��— — C ;� — n D — ).4 � — � < � G / 1 �— _ F G a 0 _ - I- r� � — — Y �n 107 PLF DL o 200 PLF LL 107 PLF LL 1��f ' =i= ' 6'-7 1 7• SEE PLAN (�ESIGN JOIST FOR MOST CRIiICAL CONDITIONI SP1 SCALE NONE 107 PLF DL o 107 PLF LL 1��f ' z , 4� « P�nN RELEASED FOR CONSTRACTION -FOR MosT Su6jec��o compliance with allregula�ions NDITION of Sla�e antl Local Codes � 2 CityofCarmel NONE �� `��¢m�' lamn�Ml1 � DATE: O�IZ�/ZO � � 200 PLF LL i� � '� '�� I `,-� ��,swi � C4 wtzxte C2 W12x19 � BRACE 2 C4 I � � I o z I e��,�i ' � � � 0 � 5201 �< � � i r i i ry I OI OI OI OI 3 I �I �I �I �I i i I i _ — — — — — — I I I � — — ' i — — — — il c4 , , � I, , I� I� I I� I� I� II I I II I i I i I al al I I Ni ni I i _ — — — t � — � — — — m_w � 10 7� � xU rvQ �� m L6x6x5�16 � � � � ON C7x9.8 I I — — — II — I — I — �I — — I — �I — 4 s�o, � � �I I I I� � __ C4 ___ I __ I __ I 36G7N 7.5K I __ I I � JST. BRG EL = 117I 2 I i i I li i i 9 li I li li li 5201 I I I I I rn N I 3 I I I I I I i i i i i I I I pOK 215�108 I CY YI YI I I I I 4 3 LL. _ � I I I I � � � I 5 EQ. SPA. = 24'— ^li YI0 vil — � i i I I — r — T — T � a 2� I I I --� --'I I � � � j II c� I�I — — — — —❑ I � I ��— — I I I I I I I ! i i �� i � � � -- - �- -I� � L6x6x5/16 I I I I I ON C7x9.8 I � il i I i i i 2 N yl y I I 3 — oi oi i i — — 5201 L — � — — v — — � — — I— — � — ' C1 �, �sT. aRc.WE�x�s in'-� s/a" C1 �j ., �sr. eRc. ew�sxi6Y-� 3/a. 36'-11 — �I 24K _ _ I � x35 .E 1 = i n' I 20K 21 I I I —I— � � I _ — I � I � � I I I 5 � Q o � n Y 0 vil � � 4 EQ. SPA. = 19' I ��V^ 5\ II I 0 I �S� .�6 1 � I I I �I �I vli � — i 3 t Wi6x26 I I _ � — � � � I I i _� I � � I a I I I I _ —I— 9��„ � —� I _I I � � I I� 28G SN 7.SK T.� i EL. = T�7^2I'� i � I� i I li i I li � II 215/108 I, wtzxis C2 li e I N I3 c4 T m I � li L3x3x1/4 TOP CHOF BRACES. TYP. PU��LE WELD DECK i0 L3 � 6'� O.C. I 3 i i I I 3 m I li li I 3 i — � — — I� — —II — �i — �o — I — � — — � � �li I I I I I I i i I I I li li I � � � ,,,.2.,..... I � � I I I , � I szm � � � � � � � � 1I � JS . BRG.WE8x35 11 —7 3 4 JST. BFtG'EL. SN 117K� 3 4" I � / � �, , , , i , �, i � � �I �z 3, czI szoi, � � � � s2m. .� . . . . �. . . . . . . � 1 . . . . . �. . . . . �. . . . . . � . . . . . . . . . . . . . � . . . . . . � . . . . . �� . . . . . � I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 520V . . . . . . . �E%ISTING CMU WALL . . . . . . . . . . . . . . . . . . . . . . . . . .��_� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � ROOF FRAMING PLAN � SCALE: 1/4••-1• 0•• N NorEs: 1). JOIST BEARING ELEVATION PER PLAN 2). EDGE OF DECK = 3 1/2" U.N.O. 3). INSTALL BRIDGING PER SJI SPECIFlCATIONS. 4). ALL BEAM END REACTIONS ARE SERVICE LOAD REACTIONS. MINIMUM DESIGN LOAD = 13K IF NO LOAD IS SHOWN. 5). <h DESIGNATES i0P CHOR� COMPRESSION FORCE COLUMN SCHEDULE MARK 9ZE BASE IE ci Hsssxsxi/a P� a/a" x iz" x i'-o" cz Hsssxsxi/a P� 3/a" x iz" x i'-o" C3 3"0 STD. PIPE ca Hsssxsx3/a P� 3/a" x iz" x i'-o" N 0 TE: DESIGN ALL JOISTS FOR 15 PSF NET UPLIFT CONTRACTOR NOTE: A�� EXISTING CONDITIONS ARE TO BE FIE�D VERIFIED PRIOR TO FABRICATION OR CONSTRUCTION. � .� � � �� ^k � ��€ � � Certlfied By. \ouunu�nr� ; P��,E.a �P �Eeco y9F.''-. �?' N0. � • rEsoe�o3s� ' • �q��. SfA2a� :�(�� IPM\ : G�=v� � I Structural Deaig9� � 0 � o m L�. � � a �� .�� w t w J� � 1 � L1 � � � � �! C W � U� � 0 U Zr � O � O W �' N � 3 � Z C O � � ` N � � � � LL � � rn W N � leeus. Jab Number. Drawln9 Nama: F:,;��.�W:; P,;v Drcwing Numbx SIOI