Laserfiche WebLink
X <br />XX <br /># <br />X <br />X <br />X <br />X <br />1 <br />SYMBOLS <br />SOLID BLOCKING <br />KEY NOTES <br />DIRECTION OF ROOF JOISTS <br />DIRECTION OF CEILING JOISTS <br />DIRECTION OF FLOOR JOISTS <br />DIRECTION OF DECK JOISTS <br />DETAIL NUMBER <br />DETAIL SHEET NUMBER <br />KEY NOTE NUMBER <br />BEAM NUMBER, REFER TO STRUCTURAL CALCS <br />FULLY NAILED SIMPSON 'HU' OR 'HUC' HANGER <br />FRAMING NOTES <br />[#] <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 />7.FLOOR SHEATHING SPECIFICATIONS: <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 />15/32" APA RATED SHEATHING, EXPOSURE 1 <br />WITH A MIN. PANEL INDEX OF 32/16 <br /> BOUNDARY NAILING (B.N.)8d COMMON <br />NAILS AT 6"o/c <br /> EDGE NAILING (E.N.)8d COMMON <br />NAILS AT 6"o/c <br /> FIELD NAILING (F.N.)8d COMMON <br />NAILS AT 12"o/c <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.)10d COMMON <br />NAILS AT 6"o/c <br /> EDGE NAILING (E.N.)10d COMMON <br />NAILS AT 6"o/c <br /> FIELD NAILING (F.N.)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 />UP <br />(E <br />) <br /> <br />6 <br />x <br />6 <br />1 <br />S1 <br />6x <br />6 <br />(E) 6x10(E) 6x10 (E) 6x10 <br />(E) HDR (E) HDR (E) DROP BM (E) HDR (E) HDR <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />R <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />R <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />R <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />R <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />R <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />R <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />R <br />. <br />J <br />. <br />(E <br />) <br /> <br />6 <br />x <br />6 <br />(E <br />) <br /> <br />6 <br />x <br />6 <br />UP <br />(E) 6x10(E) 6x10(E) 6x10 (E) 6x10 (E) 6x10 <br />(E) HDR <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(E <br />) <br /> <br />6 <br />x <br />6 <br />w/ <br /> <br />C <br />C <br />(E <br />) <br /> <br />6 <br />x <br />6 <br />w/ <br /> <br />C <br />C <br />(E <br />) <br /> <br />6 <br />x <br />6 <br />w/ <br /> <br />C <br />C <br />2 <br />S1 <br />6x <br />6 <br />CC <br />3 <br />S1 <br />4 <br />S1 <br />3 <br />S1 <br />(E) HDR (E) DROP BM (E) HDR (E) HDR <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(E <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />(N <br />) <br /> <br />4 <br />x <br />6 <br /> <br />D <br />. <br />J <br />. <br />TYP @ <br />(N) JOISTS <br />TYP @ <br />(N) JOISTS <br />TYP @ <br />(N) JOISTS <br />5 <br />S1 <br />TYP <br />1 <br />1 <br />2 <br />3 <br />4 <br />POST TO BEAM CONNECTION <br />1. <br />2. <br />3. <br />4. <br />1 <br />2 <br />33 <br />4 <br />BEAM, PER PLAN <br />POST, PER PLAN <br />BEAM / POST CENTERLINE <br />SIMPSON '1212HT' EACH FACE w/ <br />(6) 5/8"Ø THRU BOLTS <br />POST-TO-BEAM CONNECTION <br />2 <br />3 <br />1. <br />2. <br />3. <br />4. <br />BEAM, PER PLAN <br />SIMPSON 'CC' w/ (6) 5/8"Ø THRU <br />POST, PER PLAN <br />DECK JOISTS, PER PLAN5 <br />5.WOOD DECKING <br />BOLTS <br />3 <br />4 <br />1 <br />6 <br />6.SIMPSON 'ACH6Z' <br />GUARDRAIL SECTION <br />3S1 <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />10. <br />42 <br />" <br />13 4" <br />1" <br />312" <br />1" <br />2" <br />13 4" <br />123 <br />4 <br />5 <br />67 <br />11 <br />9 <br />10 <br />2x4 TOP RAIL w/ #10x3" WOOD <br />SCREWS AT 12"o/c, TO 2x6 <br />#10x3" WOOD SCREW TO THE TOP <br />OF EACH BALUSTER <br />2x6 TOP RAIL w/ (2) 1/4"x3 1/2" SDS <br />SCREWS TO EACH 2x6 POST <br />2-2x6 POSTS AT EACH 4x6 JOIST <br />2x2 BALUSTERS SPACED PER <br />ARCH'L PLANS <br />NEW 4x6 DECK JOISTS, PER PLAN. <br />STITCH TO EX'G JOISTS w/ 1/4"x6" <br />EX'G DROP BEAM <br />EX'G DECKING <br />POST BEYOND, PER PLAN <br />(2) 1/2"Ø THRU BOLTS w/ STD. CUT <br />WASHERS <br />11. <br />8 <br />#10x3" WOOD SCREW FROM EACH <br />BALUSTER INTO EX'G DECKING <br />212"NOTES: <br />- ALL EX'G WOOD TO REMAIN IS <br />ASSUMED TO BE IN EXCELLENT <br />CONDITION AND CAPABLE OF <br />CARRYING THE SPECIFIED <br />CONNECTIONS <br />SDS SCREWS AT 12"o/c, STAGGERED <br />GUARDRAIL SECTION <br />4S1 <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />42 <br />" <br />13 4" <br />1" <br />312" <br />1" <br />2" <br />13 4" <br />3 <br />4 <br />5 <br />67 <br />9 <br />2 <br />2x4 TOP RAIL w/ #10x3" WOOD <br />SCREWS AT 12"o/c, TO 2x6 <br />2x6 TOP RAIL w/ (2) 1/4"x3 1/2" SDS <br />SCREWS TO EACH 2x6 POST <br />2-2x6 POSTS AT EACH 4x6 JOIST <br />1x6 BALUSTERS SPACED PER ARCH'L <br />PLANS. PROVIDE (2) #10x2" <br />EX'G DROP BEAM <br />EX'G DECKING <br />POST BEYOND, PER PLAN <br />(2) 1/2"Ø THRU BOLTS w/ STD. CUT <br />WASHERS <br />8 <br />SCREWS, TOP & BOTTOM <br />NOTES: <br />- ALL EX'G WOOD TO REMAIN IS <br />ASSUMED TO BE IN EXCELLENT <br />CONDITION AND CAPABLE OF <br />CARRYING THE SPECIFIED <br />CONNECTIONS <br />212" <br />1 <br />NEW 4x6 DECK JOISTS, PER PLAN. <br />STITCH TO EX'G JOISTS w/ 1/4"x6" <br />SDS SCREWS AT 12"o/c, STAGGERED <br />1 <br />1 51DECK SECTION <br />5S1 <br />1. <br />2. <br />3. <br />4. <br />4 <br />9 <br />EX'G STUD WALL <br />EX'G DROP BEAM, AS OCCURS <br />EX'G FLOOR FRAMING <br />NOTES: <br />- ALL EX'G WOOD TO REMAIN IS <br />ASSUMED TO BE IN EXCELLENT <br />CONDITION AND CAPABLE OF <br />CARRYING THE SPECIFIED <br />CONNECTIONS <br />NEW 4x6 DECK JOISTS, PER PLAN. <br />STITCH TO EX'G JOISTS w/ 1/4"x6" <br />SDS SCREWS AT 12"o/c, STAGGERED <br />1 <br />1 <br />3 <br />2 <br />5. <br />6. <br />NOTCH EX'G BLK'G FOR NEW DECK <br />JOIST <br />SIMPSON 'H3' JOIST TO TOP PLATE / <br />DROP BEAM <br />5 <br />6 <br />S-1 <br />1/4" = 1'-0" <br />10/14/24 <br />DE <br />C <br />K <br /> <br />A <br />N <br />D <br /> <br />R <br />O <br />O <br />F <br />FR <br />A <br />M <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />S <br />ROOF FRAMING PLAN <br />Cl <br />i <br />e <br />n <br />t <br />: <br />Ar <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />: <br />RESTRICTIVE NOTICE <br />THESE DRAWINGS ARE THE SOLE PROPERTY <br />OF JJS 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 />9 7 5 1 O l y m p i c D r i v e <br />H u n t i n g t o n B e a c h , C A 9 2 6 4 6 <br />7 1 4 -4 9 6 -6 7 7 2 <br />JOB NO.: <br />ISSUE DATE: <br />SCALE: <br />SHEET NO. <br />24051 <br />RA <br />I <br />L <br />I <br />N <br />G <br /> <br />U <br />P <br />G <br />R <br />A <br />D <br />E <br />10 <br />0 <br />0 <br /> <br />W <br /> <br />M <br />a <br />c <br />A <br />r <br />t <br />h <br />u <br />r <br />, <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />Fo <br />w <br />e <br />r <br />s <br /> <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />, <br /> <br />I <br />n <br />c <br />. <br />Fo <br />w <br />e <br />r <br />s <br /> <br />A <br />r <br />c <br />h <br />i <br />t <br />e <br />c <br />t <br />s <br />, <br /> <br />I <br />n <br />c <br />. <br /> <br />STATE OF CALIFORNIA <br />JASON SK UDLARSKINo. C67712 <br />Exp. 06/30/25 <br />CIV IL <br />REGISTERED PROFESSIONAL ENGINEER <br />REVISIONS DATE <br />1 PLAN CHECK 01/13/25 <br />DECK FRAMING PLAN <br />1000 W MacArthur Blvd <br />Unit# 721/23/2025