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YARD 3 <br />ROOF FRAMING PLAN <br />ING RESIDENCE <br />IOpla1 IJI 1 ilig 1 1 1 t.l <br />ION OF CEILING JOISTS, PER SCHEDULE <br />ION OF FLOOR JOISTS, PER SCHEDULE <br />ION OF DECK JOISTS, ! L�p r <br />DET IL NU , R P E R M I- <br />DET IL SHE T 8 R <br />KEY I JOTE NUMBER <br />BEA NUMBER, REFER TO STRUCTURAL CALCS <br />FULL NAILED SIMPSON'H'U' OR'HUC' HANGER <br />TO ETAIC1'/ �IR`�CHE LV) !LAN (REFER <br />INTE ICCYCIt�ALL <br />CALI ORNIA FRAMING, REFER TO DETAIL20/SD1 <br />FRAMING <br />®A 2x8 ROOF JOISTS AT 16"o/c <br />© 2x6 CEILING JOISTS AT 16"o/c <br />© 2x8 CEILING JOISTS AT 16"o/c <br />1 <br />®E 200 CEILING JOISTS AT 16"o/c <br />KEY NOTES <br />OSOLID BLOCKING <br />OALIGN ROOF JOIST w/ EDGE NAILING AT SHT'G <br />FRAMING NOTES <br />1. REFER TO GENERAL NOTES ON SHEET SN-1 FOR <br />ADDITIONAL INFORMATION. <br />2. ALL BEAM SHOWN ARE DROPPED, U.N.O. <br />3. "LSL" BEAMS MUST HAVE THE FOLLOWING MINIMUM <br />PROPERTIES: <br />Fb = 2325 psi <br />Fv = 310 psi <br />E = 1.55x106 psi (1.55E) <br />4. "PSL" BEAMS MUST HAVE THE FOLLOWING MINIMUM <br />PROPERTIES: <br />Fb = 2900 psi <br />Fv = 290 psi <br />E = 2.2x106 psi (2.2E) <br />5. ALL TOP PLATES SHALL BE SPLICED W/ AT LEAST (10) 16d <br />SINKER NAILS SPACED NO MORE THAN 8"O.C. APART, <br />U.N.O. AN EQUAL AMOUNT OF NAILS SHALL BE PLACED <br />ON EA. SIDE OF THE SPLICE. REFER TO DETAIL 7/SN2. <br />6. ROOF SHEATHING SPECIFICATIONS: <br />15/32" APA RATED SHEATHING, EXPOSURE 1 <br />WITH A MIN. PANEL INDEX OF 32/16 <br />BOUNDARY NAILING (B.N.) <br />8d COMMON <br />NAILS AT 6"o/c <br />EDGE NAILING (E.N.) <br />8d COMMON <br />NAILS AT 6"o/c <br />FIELD NAILING (F.N.) <br />8d COMMON <br />NAILS AT 12"o/c <br />7. FLOOR SHEATHING SPECIFICATIONS: <br />23/32" APA RATED STURD-I-FLOOR, T&G, EXPOSURE 1 <br />WITH A MIN. SPAN RATING OF 24". <br />PLYWOOD MUST CONFORM WITH DOC PS1 OR PS2. <br />BOUNDARY NAILING (B.N.) <br />10d COMMON <br />NAILS AT 6"o/c <br />EDGE NAILING (E.N.) <br />10d COMMON <br />NAILS AT 6"o/c <br />FIELD NAILING (F.N.) <br />10d COMMON <br />NAILS AT 12"o/c <br />USE RING OR SCREW SHANK NAILS AND GLUE SHEATHING <br />TO FRAMING WITH ADHESIVES MEETING APA <br />SPECIFICATION AFG-01 OR ASTM D3498. APPLY GLUE IN <br />ACCORDANCE WITH THE MFR. RECOMMENDATIONS. <br />8. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL <br />UTILIZE COMMON NAILS OR GALVANIZED BOX <br />9. PLYWOOD ROOF PANELS SHALL BE BONDED WITH <br />INTERMEDIATE OR EXTERIOR GLUE WHERE EXPOSED TO <br />THE WEATHER <br />10. IF PRE -FABRICATED ROOF TRUSSES ARE PRESENT ON THE <br />PROJECT, THEY MUST BE PROTECTED IN PLACE. DO NOT <br />CUT ANY MEMBERS OR MODIFY IN ANY WAY. IF <br />MODIFICATION IS REQUIRED, PLEASE NOTIFY OUR OFFICE <br />IMMEDIATELY. A TRUSS ENGINEER WILL NEED TO BE <br />CONSULTED TO PROVIDE REPAIR RECOMMENDATIONS. <br />TA.. A <br />ui din Lenc <br />JJS STRUCTURAL <br />INCORPORATED <br />i mpic Drive <br />IL Beach, CA 92E 46 <br />7 1 4- 4 9 6- 6 7 7 2 <br />I <br />!yVo. C67712 <br />.6xp. 06/30/25 <br />RESTRICTIVE NOTICE <br />OF 1JS STRUCTURAL, INC. AND MAY NOT BE <br />REPRODUCED WITHOUT THE WRITTEN <br />CONSENT OF AN OFFICER OF OUR FIRM. THE <br />PLANS ARE ONLY TO BE USED FOR THIS <br />SPECIFIC PROJECT AND ARE NOT APPLICABLE <br />TO ANY OTHER STRUCTURE. <br />REVISIONS I DATE <br />A PLAN CHECK 03/17/25 <br />JOB NO.: 24058 <br />ISSUE DATE: 11/07/24 <br />SCALE: 1/4" = V-0" <br />SHEET NO. <br />S-i <br />