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Last modified
7/31/2025 2:15:26 PM
Creation date
6/5/2025 7:35:36 AM
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Plan
Permit Number
101120893
Full Address
1011 W Second St
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W19 <br />SCALE: NTS.1 PLUMBING DETAIL <br />HVAC CHASE <br />(2) ADJACENT <br />BAYS <br />3-16d <br />FASTENERS <br />EVERY 16" <br />LOAD BEARING <br />WALL W/ HVAC <br />CHASE <br />RPS28Z (NOTE 1) <br />PSPN58Z (NOTE 3) <br />PSPN516Z <br />(NOTE 2) <br />HVAC CHASE IN EXT. <br />OR LOAD BRG. WALL <br />RPS28 (NOTE 1) <br />CTS218 (NOTE 9) <br />PSPN516Z <br />(NOTE 2) <br />MSTC <br />(NOTE 8) <br />NS2 (NOTE 4) <br />SS1.5 <br />(NOTE 5) <br />WATER OR VENT PIPE <br />TO 2ND FLOOR <br />ELECTRICAL WIRING <br />HSS2- <br />3-SDS3 <br />(NOTE 7)NS1 <br />(NOTE 4) <br />HSS2-SDS1.5 (NOTE 6) <br />SUPPLY LINES <br />NS1 (NOTE 4) <br />NOTES: <br />1. RPS28 (16 GAUGE) TO REINFORCE TOP PLATE, AND <br />RPS28Z (16 GAUGE ZMAXTM/) TO REINFORCE SILL PLATE. <br />2. PSPN516Z (16 GAUGE ZMAXTM/) AT TOP OR BOT PLATES <br />3. PSPN58Z (16 GAUGE ZMAXTM/) AT TOP OR BOT PLATES <br />AND M1308.2 <br />4. NS - NAIL STOPS TO PROTECT PIPING <br />FROM DRYWALL NAILS OR SCREWS. <br />5. SS1.5 (16 GAUGE) STUD SHOES REINFORCE AND PROTECT PLUMBING IN 2X. <br />AND M1308.2 AND 2308.5.10 <br />6. HSS2-SDS1.5 (16 GAUGE) HEAVY STUD SHOES TO REINFORCE <br />AND PROTECT SINGLE 2X STUDS WHERE PIPE IS LOCATED. USES <br />(12) SDS 1/4" x 11/2" SCREWS (INCLUDED). <br />7. HSS2-3-SDS3 (16 GAUGE) HEAVY STUD SHOE FOR <br />TRIPLE 2X STUD. USES (12) SDS 1/4" x 3" SCREWS (INCLUDED). <br />AND M1308.2 AND 2308.5.10 <br />8. MSTC (16 GAUGE) AT TOP PLATE <br />9. CTS218 (14 GAUGE) TO REINFORCE TOP-PLATE FOR BOTH <br />COMPRESSION AND TENSION FORCES 4.1.4 <br />W20 <br />SCALE: NTS.2 <br />PSPN516Z <br />LC <br />LCCLCL <br />MODEL <br />NO.GA <br />DIMENSIONS <br />BOTTOM PLATE <br />(12) 0.162" x 3 <br />1/2" NAILS <br />TOP PLATE <br />(16) 0.162" x 3 1/2" <br />NAILS <br />(24) 0.162" x 3 1/2" <br />NAILS <br />ALLOWABLE LOAD <br />(lb.) <br />ALLOWABLE LOAD <br />(lb.) <br />ALLOWABLE LOAD <br />(lb.) <br />DF/SP SPF/HF DF/SP SPF/HF DF/SP SPF/HF <br />W L (160) (160) (160) (160) (160) (160) <br />PSPN516Z 16 5"16 5/16"1320 1145 1760 1530 2640 2290 <br />NOTES: <br />1. TO MEET THE PRESCRIPTIVE IRC REQUIREMENTS 16d BOX NAILS (0.135" DIA x 31/2") MAY BE USED. <br />2. ALLOWABLE TENSION LOAD IS 0.75 OF TABLE LOADS WHEN INSTALLED W/ 16d BOX NAILS. <br />16 5/16" <br />5" <br />SCALE: NTS.3 PSPN516Z NAIL STOPPER (TOP OR BOT PLATE REPAIR PLUS <br />PLUMBING LINE PROTECTOR) <br />W21 <br />SCALE: NTS.4PSPN58Z NAIL STOPPER (PLUMBING LINE PROTECTOR)W22 <br />NOTES: <br />PSPN58Z (16 GAUGE ZMAXTM/) AT TOP OR BOT PLATES <br />PSPN58Z <br />PSPN58Z <br />8" <br />5" <br />SCALE: NTS.5 W23 <br />4 1/2" MAX. GAP <br />APPLY CTS218 ON THE BOTH SIDES OF BOTH TOP PLATES <br />AT SHEAR/BRACE WALL LINES, UNO SPECIFICALLY <br />APPROVED BY STRUCTURAL ENGINEER IN WRITING. THE GC <br />SHALL RFI THE FIELD CONDITIONS AS REQUIRED. <br />NS NAIL STOPPER (PLUMBING AND ELECTRICAL LINE PROTECTOR) <br />NOTES: <br />NS - NAIL STOPS TO PROTECT PIPING FROM DRYWALL NAILS OR SCREWS. <br />(3) NS1 <br /><1 1/4" <br />NS2 <br />SUPPLY <br />LINES <br />NS NAIL STOPPER (PLUMBING AND ELECTRICAL LINE PROTECTOR) <br />NS1 <br />(NS2 SIMILAR) <br />W <br />L <br />NS1 <br />NOTES: <br />1. OPTIONAL NAILS : 8d = 0.131" DIA. x 31/2" LONG. <br />MODEL <br />NO.GA.DIMENSIONS <br />W L <br />NS1 14 11 2" 3" <br />NS2 11 2"6" <br />SCALE: NTS. <br />8 <br />W25 <br />SS3 SS4.5 <br />SCALE: NTS. <br />9 <br />FOR NON-LOAD BEARING WALL COMPRESSION-TENSION STRAP <br />(TOP PLATE REPAIR) <br />W26 <br />MODEL NO. GA. STUD SIZE FASTENERS <br />(TOTAL) <br />ALLOWABLE LOADS (lb.) DF/SP LUMBER <br />COMPRESSIONFLOOR (100) ROOF (125) <br />SS1.5 <br />16 <br />2X (12) 0.148" x 11 2"500 500 <br />SS2.5 3X (12) 0.148" x 11 2"730 740 <br />SS3 (2) 2X (12) 0.148" x 3"730 830 <br />SS4.5 (3) 2X (14) 0.148" x 3"840 840 <br />3 1/4" <br />6" <br />2 <br />1 <br />/ <br />2 <br />" <br />HSS2 HSS2-3 <br />HSS-SDS STUD SHOE FOR LOAD BEARING WALL(NOTCHED STUD <br />REINF. AND PLUMBING LINE PROTECTOR) <br />MODEL NO. GA.STUD <br />SIZE <br />FASTENERS <br />(TOTAL) <br />ALLOWABLE LOADS (lb.) DF/SP <br />LUMBER <br />COMPRESSION <br />TENSIONFLOOR (100)ROOF <br />(125) <br />HSS2-SDS1.5 <br />16 <br />2X (12) 1 4" x 11 2" SDS 1165 1165 1025 <br />HSS2-2-SDS3 2-2X (12) 1 4" x 3" SDS 1165 1165 1025 <br />HSS2-3-SDS3 3-2X (12) 1 4" x 3" SDS 990 990 960 <br />HSS4-SDS3 4X (12) 1 4" x 3" SDS 1205 1205 1025 <br />NOTES: <br />1. INSTALLS OVER PIPE UP TO 23/8" OUTSIDE DIAMETER. <br />2. SDS SCREWS PROVIDED. <br />3. ROOF LOADS ARE 125% OF FLOOR LOADS UNLESS LIMITED BY OTHER CRITERIA. <br />FLOOR LOADS MAY BE ADJUSTED FOR LOAD DURATIONS ACCORDING TO THE CODE, PROVIDED THEY DO NOT EXCEED ROOF LOADS. <br />3 1/4" <br />7 <br />1 <br />/ <br />8 <br />" <br />2 <br />3 <br />/ <br />4 <br />" <br />CODES: ICC-ES ESR-2608; FLORIDA FL10864 <br />SCALE: NTS. <br />SS/HSS-SDS STUD SHOE FOR LOAD BEARING WALL (CLR. <br />REQUIREMENTS) <br />W27 <br />NOTES: <br />1. DISTANCE BTWN. CENTER LINE OF SUPPLY LINE AND CENTER LINE OF VENT PIPE MUST BE A MIN. OF 67/8" TO PROVIDE ADEQUATE <br />SPACE FOR THE HSS AND NS2. <br />NS2 SUPPLY LINE <br />VENT PIPE <br />HSS <br />6 <br />7 <br />/ <br />8 <br />" <br /> <br />M <br />I <br />N <br />. <br />1/2" <br />SCALE: NTS. <br />MSTC (HVAC REPAIRS - AT NON-LOAD BEARING OR SHEAR/BRACE <br />WALL LINES TOP PLATE REPAIR (CONSECUTIVE BAYS)) <br />W28 <br />MODEL <br />NO.GA. DIMENSIONS FASTENERS <br />(TOTAL) <br />ALLOWABLE <br />TENSION <br />LOADS (lb.) <br />DF/SP <br />ALLOWABLE <br />TENSION <br />LOADS (lb.) <br />SPF/HF <br />MSTC5 <br />2 16 <br />W L NAILS (160)(160) <br />3"521 4" <br />(12) 0.162" <br />x 31 2"1150 995 <br />(16) 0.162" <br />x 31 2"1535 1330 <br />NOTES: <br />1. MSTC HAS COUNTERSUNK NAIL SLOTS FOR A LOWER PROFILE. <br />2. USED WHEN THE TOP PLATES ON TWO CONSECUTIVE BAYS HAVE BEEN REMOVED. <br />3. TO MEET THE PRESCRIPTIVE IRC REQUIREMENTS, 16d BOX (0.135" DIA. x 31/2" LONG) MAY BE USED. ALLOWABLE TENSION LOAD IS <br />0.88 OF TABLE LOADS WHEN INSTALLED W/ 16d BOX NAILS. <br />4. NAILS SHOULD BE EQUALLY DISTRIBUTED TO BOTH TOP PLATES. <br />CODES: ICC-ES ESR-2105 W/ LA SUPPLEMENT; <br />HVAC CHASE <br />(2) ADJACENT <br />BAYS <br />MSTC52 <br />BORED HOLES D/3 <br />2 x 6 = 1 13/16" <br />2 x 8 = 2 7/16" <br />2 x 10 = 3 1/16" <br />2 x 12 = 3 3/4" <br />CUTTING AND NOTCHING <br />*40% ALLOWED <br />NON-BRG. PARTITIONS <br />BRG. WALLS AND PARTITIONS <br />ALLOWABLE BORED <br />HOLE MAX. DIA. 40% <br />OF STUD DEPTH <br />THE EDGE OF BORE HOLE <br />SHALL NOT BE CLOSER THAN <br />5/8'' TO THE EDGE OF THE <br />STUD IN EA. DIRECTION <br />ALLOWABLE CUT OR <br />NOTCH DEPTH IS 25% <br />OF STUD WIDTH <br />NO BORED HOLES <br />LOCATED AT THE SAME <br />SECTION OF THE STUD <br />WHERE CUT OR NOTCH <br />BORDER HOLE 1 7/16" MAX. <br />IN BRG. WALL 2 3/16" MAN <br />IN NON-BRG. WALL <br />2X STUDS @ 16" O.C. <br />BORED HOLES SHALL <br />NOT BE LOCATED AT THE <br />SAME SECTION OF STUD <br />AS A CUT OR NOTCH <br />THE EDGE OF BORE HOLE <br />SHALL NOT BE CLOSER THAN <br />5/8'' TO THE EDGE OF THE <br />STUD IN EA. DIRECTION <br />ALLOWABLE CUT OR <br />NOTCH DEPTH IN <br />40% OF WIDTH <br />NON-BRG. PARTITIONS <br />WHERE HOLES ARE OVER 1/3 <br />PLATE WIDTH USE G.I. 1 <br />1/2"X16 GA X12" LONG EA. <br />SIDE W/(5) 8d EA. END <br />ALLOWABLE BORED HOLE 60% OF <br />STUD WIDTH ONLY WHERE EA. <br />BORED STUD IS DOUBLED PROVIDED <br />NOT MORE THAN TWO SUCH <br />SUCCESSIVE STUDS ARE BORED <br />STUD <br />NOTCH <br />2 x 4 STUD= 1 7/16" MAX. <br />2 x 6 STUD= 2 3/16" MAX. <br />2 x 4 STUD= 1 4/16" MAX. <br />2 x 6 STUD= 2 3/16" MAX. <br />BORED HOLE <br />5/8" MIN. <br />SIMPSON HSS2-2-SDS3 <br />GALVANIZED <br />W <br />SECTION A <br />WHERE FRAMING MEMBER <br />OCCURS ABV. WITHIN <br />PENETRATED STUD SPACE <br />ADD SUPPORT STUD BELOW <br />CS16 STRAP W/ (12) 8d MIN. EA. <br />END TO PLATE AT EA. PLATE <br />UNOSEE PLANS FOR ADDITIONAL <br />SPLICE REQUIREMENTS <br />18" MIN.TO <br />PLATE SPLICE <br />18" MIN.TO <br />PLATE SPLICE <br />SECTION B5/ <br />8 <br />" <br /> <br />M <br />I <br />N <br />. <br />EA <br />. <br /> <br />S <br />I <br />D <br />E <br />DRILL NEAT HOLE <br />PER SCHEDULE <br />16 GAGE AND 1.5' WIDE METAL <br />TIE EA. SIDE OF NOTCH W/ <br />8-10d NAILS EA. SIDEA <br />B <br />16 GAGE AND 1.5' WIDE <br />METAL TIE EA. SIDE OF NOTCH <br />W/ 8-10d NAILS EA. SIDE <br />TOP PLATES <br />2" MIN. FROM <br />TOP&BOT OF JOIST PIPE OF <br />CONDUIT <br />NOTCH GREATER THAN 50% <br />OF THE PLATE WIDTH <br />7/8" MAX.@BEARING <br />WALL 1 <br />13/16"@NON-BEARING <br />WALL <br />*40% ALLOWED <br />ANY NON-BRG. WALL <br />BORED HOLES <br />*40% ALLOWED <br />BRG. WALL <br />BORED HOLE <br />(2)-2 x 4 STUD <br /> BORED HOLE<2" <br />BORED HOLES <br />*25% ALLOWED <br />EXT. WALLS AND BRG. PARTITION <br />STUD <br />NOTCH <br /> 2 x 4 STUD= 1 7/16" MAX. <br />2 x 6 STUD= 2 3/8" MAX. <br />2 x 4 STUD= 1 7/8" MAX. <br /> 2 x 6 STUD= 3 5/16" MAX. <br />BORED HOLE <br />5/8" MIN. <br />SIMPSON HSS2-3-SDS3 <br />GALVANIZED <br />*60% ALLOWED <br />ANY NON-BRG. WALL OR EA. BORED <br />STUD DOUBLED BORED HOLE NOT <br />PERMITTED IN MORE THAN TWO <br />SUCCESSIVE DOUBLED STUDS <br />*60% ALLOWED <br />BRG. WALL <br />BORED HOLE <br />(3)-2 x 4 STUD <br /> BORED HOLE<2 1/2" <br />NOTES: <br />1. ALL NOTCHES SHOULD BE SEALED WITH A WATER-REPELLENT SEALER, IMMEDIATELY AFTER CUTTING <br />2. ROUND THE SQUARE CORNER OF THE NOTCH TO A MIN. 1/2" RADIUS. <br />3. BRG. AND NON-BRG. WALLS: <br />a. NOTCHES AND HOLES ARE ONLY PERMITTED IN OUTER 1/3 OF SPAN LENGTH OF STUD <br />b. BORED HOLES SHALL NOT BE LOCATED IN THE SAME CROSS SECTION OF CUT OR NOTCH IN STUD <br />4. NON-BRG. WALLS: <br />IF HOLE IS BTWN. 40% AND 60% OF STUD DEPTH, THEN STUD MUST BE DOUBLED AND MORE <br />THAN TWO SUCCESSIVE STUDS ARE DOUBLED AND SO BORED. <br />D (DEPTH) <br />D/3 MAX. <br />CUTTING, NOTCHING AND BORING AT STUD WALL <br />7 <br />6 <br />10 <br />PSPN516Z (16 GAUGE ZMAXTM) NAIL STOPPER <br />(TOP OR BOT PLATE REPAIR PLUS PLUMBING LINE PROTECTOR)HSS-SDS STUD SHOE FOR LOAD BEARING WALL <br />(NOTCHED STUD REINF. AND PLUMBING LINE PROTECTOR)SS STUD SHOE FOR NON-LOAD BEARING WALL SHOE <br />(NOTCHED STUD REINF. AND PLUMBING LINE PROTECTOR) <br />W24 <br />SCALE: NTS. <br />PROJECT <br />CLIENT <br />0' 2' 4' 8' 16' <br />SHEET TITLE <br />1011 W 2ND ST, SANTA ANA, <br />CA 92703 <br />JUAN GARSIA <br />SAZAN INC. <br />2610 Vista Del Oro, Newport Beach, CA 92660 <br />S1.24 <br />TYPICAL WOOD DETAILS <br />DATE. 12/21/2023 <br />EXP. 06-30-2024 <br /> <br /> <br /> <br /><br /> <br />1011 W Second St <br />5/1/2025
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