4502 RIVERFRONT BLVD 2015 Plans 2025-08-29

�0.131" X 2.25" � 6" O.C. 0.131" X 2.25" � 6" O.C. U.N.O. 0.131" X 2.25" � 6" O.C, SEE DETAIL 2/S9.1 FOR TOP SEE DETAILS 1&4 S9.0 U.N.O. PER PLAN PER PLAN � U.N.O. PER PLAN - CHORD TO WALL CONNECTION FOR FLOOR FRAMING ' 2X6 LEDGER W/ (3) 0.131" X 0.131� X 2.25" � 6" SECURE INTO CORNER OF BLK'G �0.131� X 2.25" � 6" � 2X BLOCKING BETWEEN COMPONENTS °' 3" TO EA. STUD O.C. TO BLOCKING O.C. TO BLOCKING TRUSSES W/ (2) TOENAIL EA. � BEY4ND �\ 2X BLOCKING BETWEEN BEYOND S1DE MONO-TRUSSES PER PLAN a, TRUSSES W/ (2) TOENAIL EA. SIDE MONO-TRUSSES PER PLAN � MONO-TRUSSES PER PLAN TRUSS BILOCKING PANEL �-- SEE DETAIL 2 S9.1 FOR TOP � � �� CHORD TO WALL CONNECTION � PLATE NAIL PER PLATE NAIL PER FLOOR DIAPHRAGM NAILING PLATE NAIL PER PLATE NAIL PER 59.1 U -� SHEARWALL SHEDULE SHEARWALL SHEDULE PER STRUCT. NOTES SHEARWALL SHEDULE SHEARWALL SHEDULE Z � � TRUSSES SECTION 06160 „ zn �, BEARING � � JACK TRUSSES AT 24 � - - , 1 � � � - \� 19 I H2.5 , � o S9.1 ,, � � _ � � � / � —` I I a� � `� � �� I I a.� o � PLATE _ _ _ PLATE • PLATE . ! �'�� PLATE ( I � • ''� •� � — — — • -- — -- - - -- - - -- - - - - -- - - - _ _ i , - - - - - - - - --- � __. � — _. � ___ __ - - -- - -- - - - _ _ ; - - -- - — - - - - - - - -- - - -- - 19 — � � __ - - - -- - -- -- -�- , I � � ' � � - - E � � � ss.t � '- � � � � � I � � � l w � � � COMMON TRUSSES FRAMING PER PLAN � `�\ StM. �! `� / � _ `f\' j � � PER PLAN I � � I � � i ' ` i � � � � � FRAMING PER PLAN % � FRAMING PER PLAN ' � � � ( ,_ P.E.N. i--- � PERNPLAN � ..� .x � BLOCKING AS REQ'D. �OR � PER PLAN � CLG. FlNISH , P.E.N. I I v � � I TRUSS HANGER { PER PLAN TRUSS HANGER � � � z � SEE 4/S9.0 AT SIM. - FRAMING PER P�AN � � ; �- CONDITION . � . � (%} � � SCALE: 3/4 = 1 -0 SCALE: 1" = 1'-0° ❑1 ROOF LEDGER TO WALL ❑2 LOW ROOF AT FLOOR 3 LOW ROOF AT ENTRY 4 LOW ROOF DETAIL 5 LOW RQOF DETAIL �— a ❑ o U �— 2x8 FLAT VALLEY ATTACH ROOF SHEATHING/DIAPHRAGM RE: 10/S9.1 fOR FRAMING ANGLE �— TRUSS BILOCKING PANEL - � OVERFRAMING SEE 16/S9.1 �� /��- .� � TO TRUSSES W/(3) 10d PER 7/S9.1 8d � 6"OC � ATfACHMENT BETWEEN (2) 2X BRACES - -- TOP CHORD PRE-FABRICATED ROOF � �T i � - - - - - - - - -' � � SHEARWALLS TYP. SEE 17/S9.1 �BEARING • i / \ . . . 0.131" X 2.25» � 6" O.C. �� TRUSS � 24 OC (TYP.) U.N.O. PER PLAN .`n C CS - ( 1 .. . .. . , � I \ �� 2X VENTED BLKG. 2x8 RIDGE BEAM ( � S �� \ ,�� ,�'�. (ATTACH TO 2x8 --- 2X BLKG. W/ p l� o i � � ( � �� COMMON TRUSSES 0.131 X 3 � 6 O.C. � ti �� � � VALLEY MEMBERS � �� W��4) � �) � �� — PER PLAN r� � � � ( � � � ` aa� --- -- -- - - --\ � � � � z , � � I i i i s� �o • o - - - ( � � � - - -- - - � � � � ++--�--DRAG TRUSS ?��' I � � PER PLAN (250 PLF �k� ; ` I I 0.131"DIA. X 3" NAILS U.N.O.) p ! „ 2X FLAT W/ 0.131 DIA. MONO TRUSS PER N I I I �N.O, TRUSS TO BLO K X 3" NAILS � 4°OC USS PER PLAN — U.N.O. PER PLAN � � � d- o I I w ' ��`"I^, --- ' � PLATE PLATE ¢ o o rr� \ �.�j r j ____ _ _____ �:_-: i Q c�D d\- O � � � � ___ _ -r-- --__— --- . � PROVIDE BILOCKED -- ----- --- ----- - -�-- -- — --� � - - - - - o o � r �1 � � 2'x4' OPNG FOR TRUSS- I i I �� DRAG TRUSS �� I � i ; ATTIC VENTILATION. PER GP R�N � EXT. SHEARWALL I � ( ALTERNATE: A35 � i � `� I — C O N T I N U E R O O F S H E A T H I N G � P E R P L A N � � I W/(12) 0,131"DIA. X 1 I �' � '; � ' MONO SCISSOR TRUSS UNDERNEATH OVERFRAMING. � / . . ; � � PER PLAN - PRE-FABRICATION ROOF � _ _ _ _ _ _ _ _ _ _ � � I 1/2 NAILS � 48 OC I , a � TRUSS � 24 OC U.N.O. PER PLAN � � � 2x RAFTER � 24"OC W/(3) 8d TN � \ / SHEARWALL SEE 15 S9.1 FOR � ► � � � BEARING AND �R � • NQTE: GT HAS BEEN DESIGNED TO TRANSFER � - - - - - � � PER PLAN � � � EA. END (USE 2x4 IF SPAN < 6-0 � CONTINUATION I _ SHEAR WALL PER GIRDER TRUSS USE 2x6 IF SPAN > 6'-0"). SCALE: 3/4" = 1'-0" REQUIRED LATERAL 'LOAD. SCALE: 3l4" = 1'-0", � o PLAN/SCHEDULE ( z = � 6 TOP CHORD BEARING MONO SCISSOR 7 OVERFRAMING 8 TRUSS TO GT CONNECTION 9 � TYPICAL DRAG TRUSS STOP WALL 10 HIGH ROOF DETAIL � � ❑ � o ❑ 0 ❑ � � 0. � � 8d � 6" O.C. z ¢ � � �-GIRDER DRAG TRUSS �-- --- TRUSS BLOCKING PANEL - cn o � � OV�R-FRAMING PER PLAN W/ CONT. SEE 17/S9.1 � v� W � �¢ DOUBLE TOP CHORQ SEE 10/S9.1 FOR a 5 a � v -� -- 0.131" X 2.25" � 6" O.C. CONTINUATION a � cn N � FRAMING PER PLAN z o��o° U.N.Q. PER PLAN � o w 5 � � � o � w w c.� o � a � �7 �--SHEAR TRUSS A35 � 48" O.C. z � r� c�, w DESIGN BY OTHERS w — 8d � 6" O.C. 150 PLF LOAD PARALLEL = TO TOP CHORD � 2X VENTED BLKG. � NAIL TO RAFTERS �,,. ROOF GIRDER TRUSS = W/(2) 12d EACH PER PLAN ~ SIDE , � J w � -- fW �\ �;.i� �� 1 PLATE ' . . . .. . —, I � `�� J¢ �PLATE � f / I s- � �� i � - - - - � J �� i ' ROOF TRUSS PER PLAN ` � �� / ' } „ � � TRUSSES PER PLAN H6 TWIST STRAP DRAG STRUT / /� ' - SIMPSON H2.5A � 48 O.C. � � MONO TRUSS PER PLAN � HANGER U.N.O. PER PLAN ' � �� �f ,/ � � � OVERHANG PER � �TP4 � 24" O.C. � � TRUSS HANGER ! ARCHITECTURAL FRAMING PER PLAN � � BEARING AND SDWC15600 TQ EACH TRUSS PLY � E � TRUSS HANGER � , I WALL BEYOND , ,v , SHEAR WALL SHEARWALL PER PLAN ___�_ ____ 2X6 LEDGER W/ � , ; SCALE: 3/4" = 1'-0" SEE SHEAR WALL ' ` , , � � YP I C A L (3) 0.131" X 3� TO EACH Y SCHEDU LE T N�ALL STUD � 11 DRAG TRUSS TO WALL 12 DRAG STRUT TO GORDER TRUSS 13 HIGH ROOF TO LOW ROOF DETAIL 14 RAISED HEEL TRUSS TO WALL 15 ROOF MONO TO FRAMING DETAIL , �+ ❑ 0 � — 8d � 6" O.C. A35 BLOCKING CHORDS TO TRUSS CHORDS - ALTERNATE NEAR AND - ROOF TRUSSES PER PLAN � � ---ROOF FRAMING FAR SIDES ----- � � PER PLAN 8d � 6" (.131"DIA. X 2.25' MIN.) _ � � =e a �. . �y BLOCKING DRAG TRUSS _ o = � � � 250 PLF U.N.O. � - - -- -- ROOF SHEATHING PER STRUCTURAL � STD ROOF TRUSS CLIPS �--� � � � ROOF TRUSSES NOTES, SHEET S1.0 � � EAVE P�R PER PLAN AT 48' O.C. W/ NAIL IN (2) 12d � N � 2X4 BLOCKING ARCH. � � _ _ � � _ A ` � SLOTTED HOLE TO ALLOW EA. END O � EA. BRACE T T 2 X 4 BLK'G � 48" VERTICAL TRUSS MOVEMENT ' � � i 2X4 EDGEWISE � W/ (2) 16d TOENAIL —ROOF FRAMING Q � � (6) 12d � � � 24" O.C. I EA. END PER PLAN 2X4 � 48� � O � +-� PROVIDE (2) 2X4 TRUSS END � � � ,� � DIAGONAL BRACE �-A35 � � AT 4 0.�. „ DS DRYWALL STOP PER FLAT 2X 12d � 6 O,C. � � � AT 16" O.C. TO WALL � � � Q BRACE NOTES f 8d � 6" O.C. T O P P L A T E U '�'{ � � BELOW: __ -1- . -1_ . +--2X VENTED BLKG. ' � � � PLATE � � : �'� ,. � PLATE PLATE ; �i --- -- ---- - - -- --- - � � ° TOE NAIL TO TRUSS - -- -- -- - � -�-� --- ---- -_ --_ --- --- -- _i ,� '___ -- __�_� ___---- — I (.148)DIA.X3 1�4"�IDE \� i , �� FLAT 2X BRACE j i ; „ � � �3 SIMPSON H1 � 48" O.C. k , ' � �+ 4� ',��' 12d � 6 O.C. T,N. - - SEE SHEAR WALL W/(6) 8d (.131X1 1/2 ) TRUSS ` ' - HOLD CEILING FASTENERS � j � � w � NOTE: DIAGONAL BRACE REQUIRED ' - PANEL EDGE � OR A35 FRAM'G �� ARCHITECTURAL 16" + ! BACK FROM WALL TO ALLOW ; WHEN CROSSWALLS ARE GREATER THAN I NAILING SCHEDULE W 4 8d 131X1 1/2") TOP PLATE /- i j ! ELEVATION A-A I ANCHOR � 2'-0" BLOCK AS REQ'D = ; , 8' APART FOR A 2X4 FLAT BRACE : ! Q.C. W/ (8} 8d TRUSS CHORD MOVEMENT ; , 10' APART FOR A 2X6 FLAT BRACE i SEE SHEAR WALL PROFILE A I i - -SHEAR WALL BEAM/HDR � SIM. BY SIDING/TRIMS � ; 12' APART FOR A 2X8 FLAT BRACE SCHEDULE --= CONNECT BLQCKING BOTTOM I � NAILS SECTION P.E.N. PER PLAN ` ' NONBEARING WALL - i � SHEARINALL PER PLA CHORD TO WALL TOP PLATES PER � AND SCHEDULE SEE SHEAR WALL I�ALL PERPENDICULAR NfALL PARALLEL SCALE: 3/4" = 1'-0" DETAIL 9 THIS SHEET ' SCALE: 3/4" = 1'-0" SCHEDULE S1.2 » � M SECTION SCALE; 3�4 = 1 -0 16 TRUSS BRACING AT END WALLS 17 SHEAR WALL TO TRUSS 18 TYP SHEARWALL TO TRUSS 19 EXTERIOR WALL AT ROOF 20 NONBEARING WALL SUPPORT ' 0 0 ❑ 0