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ROOF FRAMING PLAN NOTES <br /> 1. GENERAL <br /> 2. ROOF 2.2. TYPICAL RIM JOISTS SHALL BE MINIMUM 1 1/2" LSL, UNO. REFER TO SHEAR WALL SCHEDULE // <br /> FOR ADDITIONAL REQUIREMENTS AT RIMS. <br /> 1.1. ELEVATION AT TOP OF SHEATHING SHALL BE PER ARCH. <br /> 2.1. ROOF SHEATHING SHALL BE 19/32" APA RATED SHEATHING(32/16), EXPOSURE 1. uND <br /> REFERENCE ARCHITECTURAL PLANS FOR FIREPROOF SHEATHING REQUIREMENTS. 2.3. TYPICAL HEADER SHALL BE 4x10 DF NO. 2, UNO. <br /> 1.2. GRID LINES ARE TO FACE OF STUD AND CENTERLINE OF COLUMN. REFER TO ARCHITECTURAL <br /> J7:400 S <br /> AHL <br /> DRAWINGS FOR DIMENSIONS NOT SHOWN. NAIL SHEATHING AS FOLLOWS: 2.4. SHEATH INSIDE OF PARAPET WALLS WITH 15/32" SHEATHING WITH 10d @ 6" AT PANEL EDGES <br /> AND AT ALL FRAMING MEMBERS. <br /> ROOF BOUNDARY(BN) 10d @ 6" <br /> PANEL EDGES (EN) 10d @ 6" 2.5. TRUSSES SHALL BE PREFABRICATED WOOD TRUSSES ENGINEERED BY OTHERS. REFER TO 1201 First Avenue South, Suite 310 <br /> OTHER SUPPORTS, FIELD NAILING 10d @ 12" STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. Seattle, Washington 98134 <br /> BLOCKING, INTERIOR RIM JOISTS & STRUTS 10d @ 6" 206-402-5156 www.lundopsahl.com <br /> 2.6. TRUSSES SHALL BE DESIGNED FOR A 500 LB BOTTOM CHORD LOAD AT LOCATIONS NOTED. <br /> NAILS SHALL BE FLUSH WITH THE FACE OF SHEATHING. 3``, REFERENCE MECHANICAL DRAWINGS FOR EXACT LOCATION AND EXTENTS. REFER TO LEGEND <br /> STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. <br /> --- STRUCTURAL WALL BELOW WITH <br /> HEADER(CONT WALL PLATES) Engineer's Stamp <br /> 3 c--* STRUCTURAL WALL BELOW WITH FLUSH <br /> BEAM (BREAK WALL PLATES) <br /> FLOOR JOIST & EXTENT PER NOTE 2.X. A.tron , <br /> BEAM PER PLAN OR HEADER PER NOTE �,' 4). <br /> �----] JOIST HANGER PER NOTE 2.X. 30 ifft, <br /> • cT 24234�G�t'� �A- <br /> j/ INDICATES OVERFRAMING (3 psf SUPER-IMPOSED) o%' -L� '� <br /> Jo AL �. <br /> + + + + ADD OR REPLACE SHEATHING AT EXISTING <br /> + + + + + <br /> + + + + + + <br /> RT INDICATES PRE-ENGINEERED ROOF TRUSS <br /> @ 24" OC. Project Title <br /> GT INDICATES PRE-ENGINEERED GIRDER TRUSS. <br /> DT INDICATES PRE-ENGINEERED DRAG TRUSS. <br /> SEE DETAIL 5/S6.05. <br /> JT INDICATES PRE-ENGINEERED JACK TRUSS C <br /> @ 24" OC. ' � /� <br /> t 1 <br /> BB DD 00FF GG 0KK LL CD <br /> 24' -0 8 - 11 CC 13 - 6PP <br /> AA O <br /> O 13' - 6" 13' - 6" 13' - 6" 13' - 6" 13' - 6" 13' - 6" 13 - 6" 13' - 6" 13' -0" 12' - 6" <br /> At, no SS <br /> * r <br /> ADD OR REPLACE SHEATHING <br /> + + + + + + + + / AT(E) ROOF PER PER 9/56, / p <br /> + + + + + + + + + <br /> + + + + + + + + + + <br /> + ++++++++++ +` + 11/S6.02, SEE NOTE 2.1. <br /> + + + + + + ICD <br /> ++++++++ •++ + +• <br /> CMS�C16 6 k X Jr zr k �C c -=_-� =-_ lr=..... -- ---- — — <br /> I, C C1 MST 16 <br /> LL : <br /> M6T <br /> +++ +T+ �+�� OJT ♦ ,� CMSTC16 ,� �' �' �' �2 0.. 2' - 0„ �` 2. 0„ 2' O..J 2, 0., <br /> + + + <br /> 2' 0 2' 0" /3\ 2' 0" <br /> 0 <br /> + + + ittak <br /> + /5� ar �, I, I CMSTC16 N <br /> 0:04 wify F- <br /> g <br /> + + + `_ ++ + _ g 0 NO 7 TYP 8 TYP 10 a (� a-+ <br /> I ROOF SHEATHING 56.05 56.05 UNO <br /> + + + + + 4 O S 6.03y F- n N CD <br /> + + + + + PER NOTE 2.1. o' ccO cc o" °j _ <br /> + + + + 0 3 <br /> 0 1/2 x 10 1/2 GLB 5 1/2 x 10 1/2 GLB 5 1/2 x 10 1/2 GLB 5 1/2 x 1U 1/2 GLB - 5 1 x 10 1/2 GLB �� \ CO N UJ <br /> . + + + + CDI <br /> + + l I I O ` Project Information <br /> ▪+ + + + + + + + OJT JT o <br /> � 5 <br /> l S6.04 • E 2.6 Co Project No. 18-098-01 <br /> r — { 5 1/2 x 10 1/2 B _ I — e Al Checked By BB <br /> l � — �51/2x18GLB <br /> A\ co11 m m o Issue <br /> 56.0� � � � � 56.04 - � , <br /> CMSTC16 TO 2x BLKG o `j SIM O iv oPERMIT SET 12/21/2018 <br /> { I 2' 0"--) &TRUSS BLKG BLKG " ~ `� 10 02 DOH CRS RESPONSE#2 03/07/2019 <br /> TRUSS B GT <br /> 2 0 ✓ PER 6/56.05 56.04; -N <br /> A CITY RESPONSE#1 03/29/2019 <br /> — Ln <br /> -0* - — — — <br /> --- — _ - (ID TY RESPONSE 2 0 019 <br /> 6 TRUSS BLKG CMTSC16 n o <br /> CI # 5/31/2 <br /> S: 14 IC STC1. S6.04 PER 6/56.05 Orr <br /> :4- 0 <br /> — — <br /> 3 — — t A35 2x64.m. > A 2' 0" <br /> 2' - 0" <br /> 51/8x9GLBRI 0 _ <br /> -IC <br /> m O <br /> N _J <br /> C7 <br /> ,/3\ rn <br /> 03 <br /> 7.uSS fit >o /9/1--Vtd <br /> 9 4DD L r,441tZnf4 re Sti O/Lr <br /> Department Approval <br /> 56.04 <br /> ?7 FCIAtritt4 1" 511607i en/<,rY� <br /> 9 <br /> Co <br /> S6.04 N CITY OF EVERETT <br /> REVI FOR <br /> Sheet Title <br /> SOUTHEWED ADDITION <br /> ROOF FRAMING <br /> PLAN <br /> Sheet Number <br /> COROOF FRAMING PLAN - SOUTH ADDITION S2 • O5 <br /> North <br />