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(EXTG) 50-MIN. SAWN WOOD FLR./CLG. SCALE: 1 1/2" = 1'-0" 16" O.C. MAX (E) TONGUE & GROOVE 3/4" x 5.5" STRUCT'L DIAPHRAGM (E) 2x12 WOOD JOISTS AT 16" O.C. (E) 5/8" GYPSUM PLASTER (E) 3/8" GYPSUM LATH LOAD-BEARING CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION. STC RATING: - STC TEST NUMBER: - FIRE RATING: 50 MIN. EXISTING ASSEMBLY AS OBSERVED: FLOOR: WOOD FINISH FLOORING O/ 3/4" THICK T&G FLOOR DIAPHRAGM O/ 2" X 10" WOOD JOISTS; 16" O.C. CEILING: 5/8" GYPSUM PLASTER O/ 3/8" GYPSUM LATH. EXISTING CBC TIME ASSIGNMENT FROM INTERIOR SIDE: WOOD FLOOR; 16 INCHES O.C.10 MINUTES 5/8" GYP. PLASTER O/ 3/8" GYP. LATH [CBC TABLE 722.2.1.4(2)]40 MINUTES TOTAL 50 MINUTES FIRE TEST NUMBER: C.B.C. TABLE 722.2.1.4(2) C.B.C. TABLE 722.6.2(2) (PPSD) 1-HR SAWN WOOD FLR./CLG. SCALE: 1 1/2" = 1'-0" OPTIONAL VARIATIONS AS FOLLOWS: CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION. STC / IIC RATING: - STC / IIC TEST NUMBER: . . FIRE RATING: 1HR FIRE TEST NUMBER: CBC TABLE 721.1 (3): ITEM NUMBER: 13-1.2 16" O.C. MAX CBC 721.1(3) ITEM 13-1.2: DOUBLE WOOD STRUCTURAL PANELS: MINIMUM OF 15/32" WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE AND A MINIMUM OF 19/32" WOOD STRUCTURAL PANEL OR A LAYER OF TYPE I GRADE M-1 PARTICLE BOARD NOT LESS THAN 5/8" THICK. WOOD JOISTS SPACED AT A MAXIMUM OF 16" O.C. (E) T&G STRUCT'L DIAPHRAGM IN LIEU OF 19/32" WOOD STRUCTURAL PANEL. GYPSUM PLASTER: CEMENT OR GYPSUM PLASTER ON METAL LATH. LATH FASTENED WITH 1-1/2" BY NO.11 GAGE BY 7/16" HEAD BARBED SHANK ROOFING NAILS SPACED AT 5" O.C. PLASTER MIXED 1:2 FOR SCRATCH AND 1:3 FOR BROWN COAT, BY WEIGHT, CEMENT TO SAND AGGREGATE. MINIMUM OVERALL THICKNESS OF 5/8". ADDED TO ASSEMBLY: ABOVE: FINISH FLOORING (2) LAYERS OF PLYWOOD SHEATHING REFER TO STRUCTURAL FINISH FLOORING 2x WOOD JOISTS AT 16" O.C. REFER TO STRUCTURAL MIN. 5/8" GYPSUM PLASTER ASSEMBLY OVER METAL LATH 1 H O U R A S S E M B L Y W2e(EXTG) 1-HR INTERIOR WOOD STUD SCALE: 1 1/2" = 1'-0" LOAD-BEARING OPTIONAL VARIATIONS AS FOLLOWS: CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION. FIRE RATING: 1HR PLYWOOD SHEATHING WHERE OCCURS REFER TO STRUCTURAL DRAWINGS 5/8" TYPE X GYPSUM BOARD 16" O.C. MAX WHERE EXISTING WALLS ARE REPLACED WITH NEW WALLS, RESILIENT CHANNELS SHALL BE ADDED TO THIS ASSEMBLY PER GA FILE NO. WP 3243 TO ACHIEVE A MIN. STC RTG. OF 50. W2A (PPSD) 1-HR INTERIOR WOOD STUD SCALE: 1 1/2" = 1'-0" STC RATING - NOT REQUIRED: CBC TABLE 721.1(2) - 14-1.3: EACH INTERIOR SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED VERTICALLY OR HORIZONTALLY NAILED WITH 6d COOLER OR WALLBOARD NAILS AT 7" O.C. WITH END JOINTS ON NAILING MEMBERS. STAGGER JOINTS EACH SIDE. CBC TABLE 722.6.2(5): GLASS FIBER MINERAL WOOL BATT INSULATION ADDED TO ASSEMBLY. SPACES BETWEEN THE STUDS SHALL BE COMPLETELY FILLED WITH GLASS FIBER MINERAL WOOL BATT INSULATION WEIGHING NOT LESS THAN 2 POUNDS PER CUBIC FOOT. FIRE-RESISTANCE RATING OF 15 MINUTES TIME ASSIGNED FOR ADDITIONAL PROTECTION, PER TABLE 722.6.2(5). (PPSD) CBC TIME ASSIGNMENT FROM INTERIOR SIDE: WOOD STUDS 16 INCHES O.C.20 MINUTES STUD CAVITIES COMPLETELY FILLED W/ GLASS 15 MINUTES FIBER MINERAL WOOD BATT INSULATION 5/8" TYPE X GYPSUM BOARD 40 MINUTES TOTAL (NOT MORE THAN 1-HR, PER CBC 722.6.1.1)60 MINUTES WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO BE INSTALLED BETWEEN THE FIRE PROTECTION AND THE WOOD STUDS ON EITHER THE INTERIOR OR EXTERIOR SIDE OF THE WOOD FRAME ASSEMBLIES IN CBC TABLE 721.1(2), PROVIDED THE LENGTH OF THE FASTENERS USED TO ATTACH THE FIRE PROTECTION IS INCREASED BY AN AMOUNT AT LEAST EQUAL TO THE THICKNESS OF THE WOOD STRUCTURAL PANEL. FIRE TEST NUMBER: C.B.C. TABLE 721.1(2) - ITEM: 14-1.3 C.B.C. TABLE 722.6.2(5) LOAD-BEARING CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION. STC RATING: - STC TEST NUMBER: - FIRE RATING: 1HR EXISTING ASSEMBLY: AS OBSERVED AT 829 N. GARFIELD ST, SANTA ANA, CA 92701: 2" X 4" STUD WALL; 16" O.C.; 5/8" GYPSUM PLASTER O/ 3/8" GYPSUM LATH ON BOTH SIDES OF WALL. EXISTING CONDITION AT LOCATIONS OBSERVED INCLUDES 1/8" OF GYPSUM PLASTER ON BOTH SIDES OF WALL IN ADDITION TO SIMILAR TESTED ASSEMBLIES BELOW. SIMILAR ASSEMBLY 1: CEBC RESOURCE A TABLE 1.3.2 ITEM CODES W-5-W-89: 2" X 4" STUD WALL; 16" O.C.; 1/2" OF 1:2; 1:2 GYPSUM PLASTER O/ 3/8" GYPSUM LATH ON BOTH SIDES OF WALL. RATED FOR 1-HR FIRE-RESISTANCE. SIMILAR ASSEMBLY 2: CBC TABLE 721.1(2) - 12-1.3: 2" X 4" STUD WALL; 16" O.C.; 3/8" PERFORATED OR PLAIN GYPSUM LATH AND 1/2" GYPSUM PLASTER EACH SIDE. LATH NAILED WITH 1-1/8" BY NO. 13 GAGE BY 19/64" HEAD PLASTERBOARD BLUE NAILS, 4" ON CENTER. PLASTER MIXED 1:2 BY WEIGHT, GYPSUM TO SAND AGGREGATE. FIRE TEST NUMBER: C.E.B.C. RES.A TABLE 1.3.2 ITEM W-5-W-89 C.B.C. TABLE 721.1(2) ITEM 12-1.3 (E) STRUCT'L CROSS BRACING, WHERE OCCURS (E) 5/8" GYPSUM PLASTER (E) 5/8" GYPSUM PLASTER (E) 2x4 WOOD STUDS AT 16" O.C. (E) 3/8" GYPSUM LATH 16" O.C. (E) 3/8" GYPSUM LATH STC RATING - REQUIRED: GA FILE NO. WP 3243: RESILIENT CHANNELS 24" O.C. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF 2x4 WOOD STUDS 24" O.C. WITH 1-1/4" TYPE S DRYWALL SCREWS. ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO CHANNELS WITH 1" TYPE S DRYWALL SCREWS 8" O.C. WITH VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS. 3" MINERAL OR GLASS FIBER INSULATION IN STUD SPACE. (GREATER STUD SIZES (DEPTH) SHALL BE PERMITTED). OPPOSITE SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT PARALLEL OR RIGHT ANGLES TO STUDS WITH 6d CEMENT COATED NAILS, 1-7/8" LONG, 0.0915" SHANK, 15/64" HEADS, 7" O.C. VERTICAL JOINTS STAGGERED 24" O.C. ON OPPOSITE SIDES. (LOAD BEARING) DO NOT INSTALL R.C. OVER PLYWOOD SHEATHING. STC RATING: 50 - 54 STC TEST NUMBER: GA FILE NO.: WP 3243 FILL STUD CAVITY DEPTH WITH GLASS FIBER INSULATION 5/8" TYPE X GYPSUM BOARD 2x4 WOOD STUDS AT 16" O.C. MAX RESILIENT CHANNELS AT 24" O.C. WHERE REQ. SEE VARIATION 'W2A' BELOW. W2 5/8" TYPE X GYPSUM BOARD 2x4 WOOD STUDS AT 16" O.C. (EXTG) 1-HR EXTERIOR WOOD STUD SCALE: 1 1/2" = 1'-0" LOAD-BEARING OPTIONAL VARIATIONS AS FOLLOWS: CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION. STC RATING: - STC TEST NUMBER: - FIRE RATING: 1HR 16" O.C. MAX (PPSD) 1-HR EXTERIOR WOOD STUD SCALE: 1 1/2" = 1'-0" CBC TABLE 721.1(2) - 15-1.3: EXTERIOR SIDE: 2x4 WOOD STUD WALL 16" O.C. WITH 7/8" CEMENT PLASTER (MEASURED FROM THE FACE OF STUDS) ON THE EXTERIOR SURFACE. PLASTER MIX 1:4 FOR SCRATCH COAT AND 1:5 FOR BROWN COAT, BY VOLUME, CEMENT TO SAND. (GREATER STUD SIZES (DEPTH) SHALL BE PERMITTED). CBC TABLE 721.1(2) - 14-1.3: INTERIOR SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD APPLIED VERTICALLY OR HORIZONTALLY NAILED WITH 6d COOLER OR WALLBOARD NAILS AT 7" O.C. WITH END JOINTS ON NAILING MEMBERS. STAGGER JOINTS EACH SIDE. CBC TABLE 722.6.2(5): GLASS FIBER MINERAL WOOL BATT INSULATION ADDED TO ASSEMBLY. SPACES BETWEEN THE STUDS SHALL BE COMPLETELY FILLED WITH GLASS FIBER MINERAL WOOL BATT INSULATION WEIGHING NOT LESS THAN 2 POUNDS PER CUBIC FOOT. FIRE-RESISTANCE RATING OF 15 MINUTES TIME ASSIGNED FOR ADDITIONAL PROTECTION, PER TABLE 722.6.2(5). (PPSD) CBC TIME ASSIGNMENT FROM INTERIOR SIDE: WOOD STUDS 16 INCHES O.C.20 MINUTES STUD CAVITIES COMPLETELY FILLED W/ GLASS 15 MINUTES FIBER MINERAL WOOD BATT INSULATION 5/8" TYPE X GYPSUM BOARD 40 MINUTES TOTAL (NOT MORE THAN 1-HR, PER CBC 722.6.1.1)60 MINUTES WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO BE INSTALLED BETWEEN THE FIRE PROTECTION AND THE WOOD STUDS ON EITHER THE INTERIOR OR EXTERIOR SIDE OF THE WOOD FRAME ASSEMBLIES IN CBC TABLE 721.1(2), PROVIDED THE LENGTH OF THE FASTENERS USED TO ATTACH THE FIRE PROTECTION IS INCREASED BY AN AMOUNT AT LEAST EQUAL TO THE THICKNESS OF THE WOOD STRUCTURAL PANEL. FIRE TEST NUMBER: C.B.C. TABLE 721.1(2) - ITEMS: 14-1.3 & 15-1.3 C.B.C. TABLE 722.6.2(5) FILL STUD CAVITY DEPTH WITH GLASS FIBER INSULATION. REFER TO TM00 - TM01 OF MECH. DWGS. LOAD-BEARING CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION. STC RATING: - STC TEST NUMBER: - FIRE RATING: 1HR EXISTING ASSEMBLY: AS OBSERVED AT 829 N. GARFIELD ST, SANTA ANA, CA 92701: STRUCTURE: 2" X 4" STUD WALL; 16" O.C. INTERIOR SIDE: 5/8" GYPSUM PLASTER O/ 3/8" GYPSUM LATH. EXISTING CONDITION AT LOCATIONS OBSERVED INCLUDES 1/8" OF GYPSUM PLASTER IN ADDITION TO SIMILAR TESTED ASSEMBLIES IN DETAIL W2e / - . EXTERIOR SIDE: EXTERIOR CEMENT PLASTER (STUCCO) FINISH, THICKNESS OF ASSEMBLY UNKNOWN. (E) CBC TIME ASSIGNMENT FROM INTERIOR SIDE: WOOD STUDS 16 INCHES O.C.20 MINUTES 5/8" GYP. PLASTER O/ 3/8" GYP. LATH [CBC TABLE 722.2.1.4(2)]40 MINUTES TOTAL 60 MINUTES (E) STRUCT'L CROSS BRACING, WHERE OCCURS (E) 5/8" GYPSUM PLASTER (E) 2x4 WOOD STUDS AT 16" O.C. (E) 3/8" GYPSUM LATH 16" O.C. 7/8" THICK 3 COAT EXTERIOR CEMENT PLASTER ASSEMBLY OVER SELF-FURRING EXTERIOR METAL LATH OVER WEATHER RESISTIVE BARRIER PLYWOOD SHEATHING; WHERE OCCURS REFER TO STRUCTURAL DRAWINGS (E) EXTERIOR CEMENT PLASTER ASSEMBLY OVER WEATHER RESISTIVE BARRIER FIRE TEST NUMBER: C.E.B.C. RES.A TABLE 1.3.2 ITEM W-5-W-89 C.B.C. TABLE 721.1(2) ITEM 12-1.3 W1e W1 FCe FC1 FC2(PPSD) 1-HR SAWN WOOD FLR./CLG. SCALE: 1 1/2" = 1'-0" OPTIONAL VARIATIONS AS FOLLOWS: CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION. STC / IIC RATING: - STC / IIC TEST NUMBER: - FIRE RATING: 1HR FIRE TEST NUMBER: CBC TABLE 722.6.2 (1, 2, 4 & 5) . CBC TABLE 722.6.2(4): FLOOR: RESILIENT FLOORING O/ 1/2" PLYWOOD OR 3/4" THICK T&G SOFTWOOD CBC TABLE 722.6.2(2): WOOD FRAME: 2" X 12" WOOD JOISTS; 16" O.C. CBC TABLE 722.6.2(1): WALLBOARD MEMBRANE AT CEILING: 5/8" TYPE 'X' GYPSUM BOARD CBC TABLE 722.6.2(5): ADDITIONAL PROTECTION: GLASS FIBER MINERAL WOOL BATT INSULATION ADDED TO ASSEMBLY. SPACES BETWEEN THE STUDS SHALL BE COMPLETELY FILLED WITH GLASS FIBER MINERAL WOOL BATT INSULATION WEIGHING NOT LESS THAN 2 POUNDS PER CUBIC FOOT. FIRE-RESISTANCE RATING OF 15 MINUTES TIME ASSIGNED FOR ADDITIONAL PROTECTION, PER TABLE 722.6.2(5). ADDED TO ASSEMBLY: ABOVE: FINISH FLOORING (PPSD) CBC TIME ASSIGNMENT FROM CEILING SIDE: WOOD FLOOR; 16 INCHES O.C.10 MINUTES STUD CAVITIES COMPLETELY FILLED W/ GLASS 15 MINUTES FIBER MINERAL WOOD BATT INSULATION 5/8" TYPE X GYPSUM BOARD 40 MINUTES TOTAL (NOT MORE THAN 1-HR, PER CBC 722.6.1.1)60 MINUTES FINISH FLOORING MIN. 1/2" PLYWOOD SHEATHING REFER TO STRUCTURAL 2x WOOD JOISTS AT 16" O.C. REFER TO STRUCTURAL 5/8" TYPE X GYPSUM BOARD 1 H O U R A S S E M B L Y STUD CAVITIES COMPLETELY FILLED W/ GLASS FIBER MINERAL WOOD BATT INSULATION 16" O.C. MAX (PPSD) 1-HR SAWN WOOD FLR./CLG. SCALE: 1 1/2" = 1'-0" OPTIONAL VARIATIONS AS FOLLOWS: CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION. STC / IIC RATING: - STC / IIC TEST NUMBER: . . FIRE RATING: 1HR FIRE TEST NUMBER: CBC TABLE 721.1 (3): ITEM NUMBER: 21-1.1 24" O.C. MAX CBC 721.1(3) ITEM 21-1.1: WOOD JOISTS OR WOOD I-JOISTS OR FLOOR TRUSSES OR FLAT OR PITCHED ROOF TRUSSES SPACED AT A MAXIMUM OF 24" O.C. WITH MIN. 1/2" WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF JOIST OR TOP CHORD OF TRUSSES WITH 8d NAILS. THE WOOD STRUCTURAL PANEL THICKNESS SHALL NOT BE LESS THAN NOMINAL 1/2" NOR LESS THAN REQUIRED BY CHAPTER 23. GYPSUM BOARD: BASE LAYER 5/8" TYPE X GYPSUM BOARD APPLIED AT RIGHT ANGLES TO JOISTS OR TRUSSES 24" O.C. WITH 1-1/4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM BOARD OR VENEER BASE APPLIED AT RIGHT ANGLES TO JOISTS OR TRUSSES THROUGH BASE LAYER WITH 1-7/8" TYPE S OR TYPE W DRYWALL SCREWS 12" O.C. AT JOINTS AND INTERMEDIATE JOISTS OR TRUSS. FACE LAYER TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER SIDE OF FACE LAYER END JOINTS 12" O.C. ADDED TO ASSEMBLY: ABOVE: FINISH FLOORING MIN. 1/2" PLYWOOD SHEATHING REFER TO STRUCTURAL FINISH FLOORING 2x WOOD JOISTS AT 24" O.C. REFER TO STRUCTURAL (2) LAYERS 5/8" TYPE X GYPSUM BOARD 1 H O U R A S S E M B L Y FC3 CCOPYRIGHT It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. Zohrabians Art of Design 700 Palm Drive, Suite 106 Glendale, CA 91202 zartofdesign.com 818.300.9420 4t h P l a n C h e c k S u b m i t t a l No.Date Description 06/05/2024 100% DD SET 06/14/2024 50% CD PROGRESS SET 06/21/2024 75% CD PROGRESS SET 07/02/2024 NEIGHBORHOOD REVIEW 07/10/2024 1ST PLAN CHECK SUBMITTAL 09/13/2024 2ND PLAN CHECK SUBMITTAL 11/07/2024 3RD PLAN CHECK SUBMITTAL 12/18/2024 4TH PLAN CHECK SUBMITTAL 82 9 N . G A R F I E L D S T R E E T SA N T A A N A , C A 9 2 7 0 1 Santa Ana, CA 92701 829 N. Garfield Street Name: Project Contact: Phone: Email: Principal: Z.AOD Project No:2024-02 Arthur Zohrabians 818.300.9420 Arthur Zohrabians info@zartofdesign.com Phone No.:949.922.7075 Email:vanitapuri@gmail.com Owner GA R F I E L D R E S T O R A T I O N / R E M O D E L Address: Ren.11/30/25 A No. C37490 A A FOILOFC R INTA S ET TC A RCHITE DESNECIL RTHUR HAMAYAK ZOHRABI A SN VVS Estates, LLC 1 Vanita Soni PuriAttn: 2 3 FIRE-RESISTANCE RATED ASSEMBLY DETAILS A900 EXISTING FLOOR / CEILING ASSEMBLYPROPOSED FLOOR / CEILING ASSEMBLY PROPOSED FLOOR / CEILING ASSEMBLY PROPOSED FLOOR / CEILING ASSEMBLY EXISTING WALL ASSEMBLY PROPOSED WALL ASSEMBLY EXISTING WALL ASSEMBLY PROPOSED WALL ASSEMBLY PROPOSED WALL ASSEMBLYPROPOSED WALL ASSEMBLY PROPOSED WALL ASSEMBLY W3 W4W6 (2) LAYERS 5/8" TYPE X GYPSUM BOARD 2x4 WOOD STUDS AT 16" O.C. 2-HR INTERIOR WOOD STUD SCALE: 1 1/2" = 1'-0" LOAD-BEARING OPTIONAL VARIATIONS AS FOLLOWS: CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION. STC RATING: - STC TEST NUMBER: - FIRE RATING: 2HR FIRE TEST NUMBER: GA FILE NO.: WP 4135 PLYWOOD SHEATHING WHERE OCCURS REFER TO STRUCTURAL DRAWINGS (2) LAYERS 5/8" TYPE X GYPSUM BOARD 16" O.C. (24" MAX) GA FILE NO. WP 4135: BASE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE OF 2x4 WOOD STUDS 24" O.C. WITH 6d COATED NAILS, 1-7/8" LONG, 0.085" SHANK, 1/4" HEADS, 24" O.C. FACE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO EACH SIDE WITH 8d COATED NAILS, 2-3/8" LONG, 0.100" SHANK, 1/4" HEADS, 8" O.C. JOINTS STAGGERED 24" EACH SIDE. (GREATER STUD SIZES (DEPTH) SHALL BE PERMITTED). WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO BE INSTALLED BETWEEN THE FIRE PROTECTION AND THE WOOD STUDS ON EITHER THE INTERIOR OR EXTERIOR SIDE OF THE WOOD FRAME ASSEMBLIES, PROVIDED THE LENGTH OF THE FASTENERS USED TO ATTACH THE FIRE PROTECTION IS INCREASED BY AN AMOUNT AT LEAST EQUAL TO THE THICKNESS OF THE WOOD STRUCTURAL PANEL. 1" SHAFT LINER GYPSUM BOARD 2-1/2" STEEL "C-H", "C-T" OR "I" STUDS AT 24" O.C. (2) LAYERS 5/8" TYPE X GYPSUM BOARD 2-1/2" STEEL "E" STUDS AT END WALL CONDITION 1-1/2" GLASS FIBER INSULATION PROPRIETARY GA FILE NO. WP 7060: ONE LAYER 1" x 24" PROPRIETARY TYPE X GYPSUM PANELS INSERTED BETWEEN 2-1/2" FLOOR AND CEILING J RUNNERS WITH TAB FLANGE SECTION OF 2-1/2" STEEL C-H, C-T, OR I STUDS BETWEEN PANELS. OPPOSITE SIDE: BASE LAYER 5/8" PROPRIETARY TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO STUDS WITH 1" TYPE S DRYWALL SCREWS 24" O.C. FACE LAYER 5/8" PROPRIETARY TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO STUDS WITH 1-5/8" TYPE S DRYWALL SCREWS 12" O.C. (GREATER STUD SIZES (DEPTH) AND HEAVIER GAGE SHALL BE PERMITTED). PROPRIETARY GYPSUM BOARD: NATIONAL GYPSUM COMPANY 5/8" GOLD BOND BRAND FIRE-SHIELD GYPSUM WALLBOARD 1" GOLD BOND BRAND FIRE-SHIELD SHAFTLINER HORIZONTAL SHAFT WALLS: ALLOWED PER P.E.I. REPORT AER-09038 WITH ADDED 5/8" PROPRIETARY TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER AT OPPOSITE SIDE OF 1" GYPSUM PANEL. 2-HR INTERIOR STEEL STUD SHAFT SCALE: 1 1/2" = 1'-0" NON-LOAD-BEARING OPTIONAL VARIATIONS AS FOLLOWS: CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION. STC RATING: - STC TEST NUMBER: - FIRE RATING: 2HR FIRE TEST NUMBER: GA FILE NO.: WP 7060 24" O.C. MAX 5/8" GYPSUM BOARD 2x4 WOOD STUDS AT 16" O.C. OPTIONAL VARIATIONS AS FOLLOWS: CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION. STC RATING: - STC TEST NUMBER: - FIRE RATING: 0-HR 16" O.C. MAX (PPSD) NON-RATED EXT. WOOD STUD SCALE: 1 1/2" = 1'-0" FIRE TEST NUMBER: - FILL STUD CAVITY DEPTH WITH GLASS FIBER INSULATION. REFER TO TM00 - TM01 OF MECH. DWGS. 7/8" THICK 3 COAT EXTERIOR CEMENT PLASTER ASSEMBLY OVER SELF-FURRING EXTERIOR METAL LATH OVER WEATHER RESISTIVE BARRIER PLYWOOD SHEATHING; WHERE OCCURS REFER TO STRUCTURAL DRAWINGS 1 1 1 PROPOSED WALL ASSEMBLY 5/8" GYPSUM BOARD 2x4 WOOD STUDS AT 16" O.C. OPTIONAL VARIATIONS AS FOLLOWS: CONTRACTOR SHALL READ AND BE FAMILIAR WITH TEST REPORT AND RELATED SOUND AND FIRE TEST REPORTS LISTED PRIOR TO ASSEMBLY INSTALLATION. STC RATING: - STC TEST NUMBER: - FIRE RATING: 0HR PLYWOOD SHEATHING WHERE OCCURS REFER TO STRUCTURAL DRAWINGS 5/8" GYPSUM BOARD 16" O.C. MAX (PPSD) NON-RATED INT. WOOD STUD SCALE: 1 1/2" = 1'-0" FIRE TEST NUMBER: - FILL STUD CAVITY DEPTH WITH GLASS FIBER INSULATION, WHERE OCCURS W5 1 3 HOLD- 829 N Garfield St1/15/2025