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HomeMy WebLinkAboutHISTORIC - 1228 N Broadway - PlanSHEET INDEX PROJECT INFO: VICINITY MAP ABBREVIATIONS BUILDING CODES PRE-CONSTRUCTION MEETING LEGAL DESCRIPTION EXISTING SITE PLAN SCOPE OF WORK N B r o a d w a y Washington Ave 13'-11"11'53' 3' - 2 " 18' 11 ' - 8 " 32 ' 0" 14'-10" 4' - 4 " 25 ' - 6 " 7' - 1 0 " PER CRC R314.2.2 AND R315, WHEN INTERIOR AND/OR EXTERIOR ALTERATIONS OR REPAIRS REQUIRING A PERMIT ARE PERFORMED, THE ENTIRE DWELLING UNIT SHALL BE PROVIDED WITH CODE-COMPLIANT SMOKE ALARMS AND CARBON MONOXIDE ALARMS. Unit 4 Unit 15 Unit 8 Unit 9 Unit 10 Unit 11 Unit 8 Unit 9 Unit 10 Unit 11 Unit 15 Unit 4 NOTE: THE SITE PLAN AND SETBACK REMAIN UNCHANGED; THERE ARE NO ALTERATIONS OR ADDITIONS TO THE EXISTING STRUCTURE." 306 Washington Ave 310 Washington Ave 1228 N BROADWAY 1228 N BROADWAY THE BACK WALKWAY OF UNITS 8-11 WILL BE SUBJECT TO REPAIR THE BALCONY OF UNIT 4 WILL BE SUBJECT TO REPAIR NO REPAIRS REQUIRED FOR THIS BUILDING CS EXISTING SITE PLAN LEGAL DESCRIPTION GENERAL NOTES VICINITY MAP DA T E DE S C R I P T I O N -T T T T T T 12 2 8 N B R O A D W A Y , S A N T A A N A , C A 9 2 7 0 1 EE E R E P A I R ( W A L K W A Y , B A L C O N Y ) PR O J E C T : DE S I G N a n d E N G I N E E R I N G B Y : Te l . + 1 ( 8 0 5 ) 3 1 2 - 8 5 0 8 1S T C I T Y S U B M I T T A L 00 0 0 0 0 1 BR U C E R E S I D E N T I A L P R O P E R T I E S L L C 25 0 0 R E D H I L L A V E N U E S U I T E 2 0 0 , S A N T A A N A , C A 9 2 7 0 5 S A No. C53468 Exp. 6.30.27 I E O A M I RSREE M ER A R F O H I F M IC V S C F L N O L R O L M D N A R IH ADEG O I INAI GN S E AI P D EG ET E T ST ED NI A KAM L D SCALE EXISTING FIRST FLOOR 3/16" =1'-0" 31'-3" 7' - 9 " 9' - 2 " 6' - 1 1 " 6' - 3 " 7' - 8 " 7' - 8 " 7' - 8 " 5' - 1 " 3' - 7 " 3' - 3 " 3' - 1 1 " 3' - 7 " 3'-10"3'-10"3'-10" 3'-3" 3' - 6 " 8' - 8 " 3'-3" 3' - 6 " 3' - 7 " 7'-4" 3' - 1 0 " 3'-1" 27 ' - 7 " 65'-7" 27 ' - 7 " 65'-7" 8'-2" 8'-2" 3'-10"3'-10"3'-10" 10'-10" 7'-4" 3' - 7 " 3' - 1 0 " 3'-1" 8' - 8 " 3' - 6 " 3'-3" 10'-10" 1'-6" 1'-6" Unit 5 Unit 6 Unit 7 Unit 1 Unit 2 Unit 3 Unit 12 Unit 13 Unit 14 EXISTING FIRST FLOOR EXISTING FIRST FLOOR EXISTING FIRST FLOOR Unit 6 Unit 5 Unit 7 Unit 3 Unit 2 Unit 1 Unit 12 Unit 13 Unit 14 A-1 EXISTING FIRST FLOOR PLAN DA T E DE S C R I P T I O N -T T T T T T 12 2 8 N B R O A D W A Y , S A N T A A N A , C A 9 2 7 0 1 EE E R E P A I R ( W A L K W A Y , B A L C O N Y ) PR O J E C T : DE S I G N a n d E N G I N E E R I N G B Y : Te l . + 1 ( 8 0 5 ) 3 1 2 - 8 5 0 8 1S T C I T Y S U B M I T T A L 00 0 0 0 0 1 BR U C E R E S I D E N T I A L P R O P E R T I E S L L C 25 0 0 R E D H I L L A V E N U E S U I T E 2 0 0 , S A N T A A N A , C A 9 2 7 0 5 S A No. C53468 Exp. 6.30.27 I E O A M I RSREE M ER A R F O H I F M IC V S C F L N O L R O L M D N A R IH ADEG O I INAI GN S E AI P D EG ET E T ST ED NI A KAM L D SCALE EXISTING SECOND FLOOR 3/16" =1'-0" 67 ' - 5 " 3'-1" 3'-6" 3'-10" 3'-1" 44 ' - 7 " 1'-3" 14'-11"3' - 7 " 3'-4" 13 ' 3'-4" 13 ' 14'-11"3' - 7 " 7'-5" 3' - 6 " 7'-5"3' - 6 " SCOPE OF WORK SCOPE OF WORK Unit 4 Unit 15 Unit 8 Unit 9 Unit 10 Unit 11 EXISTING SECOND FLOOR EXISTING SECOND FLOOR EXISTING SECOND FLOOR Unit 11 Unit 10 Unit 9 Unit 8 Unit 4 Unit 15 A-2 EXISTING SECOND FLOOR PLAN DA T E DE S C R I P T I O N -T T T T T T 12 2 8 N B R O A D W A Y , S A N T A A N A , C A 9 2 7 0 1 EE E R E P A I R ( W A L K W A Y , B A L C O N Y ) PR O J E C T : DE S I G N a n d E N G I N E E R I N G B Y : Te l . + 1 ( 8 0 5 ) 3 1 2 - 8 5 0 8 1S T C I T Y S U B M I T T A L 00 0 0 0 0 1 BR U C E R E S I D E N T I A L P R O P E R T I E S L L C 25 0 0 R E D H I L L A V E N U E S U I T E 2 0 0 , S A N T A A N A , C A 9 2 7 0 5 S A No. C53468 Exp. 6.30.27 I E O A M I RSREE M ER A R F O H I F M IC V S C F L N O L R O L M D N A R IH ADEG O I INAI GN S E AI P D EG ET E T ST ED NI A KAM L D SCALE 3/16" =1'-0" EXISTING EXTERIOR ELEVATION WEST SCALE 3/16" =1'-0" EXISTING EXTERIOR ELEVATION NORTH 9' - 2 " 10 ' - 4 " 9' - 8 " 9' - 3 " SECOND FLOOR Roof FIRST FLOOR SECOND FLOOR Roof FIRST FLOOR SCOPE OF WORK SCOPE OF WORK 4" DIAMETER SPHERE MAY NOT PASS THROUGH THE OPENING GUARD 4" DIAMETER SPHERE MAY NOT PASS THROUGH THE OPENING GUARD A-3 EXISTING ELEVATIONS VIEW DA T E DE S C R I P T I O N -T T T T T T 12 2 8 N B R O A D W A Y , S A N T A A N A , C A 9 2 7 0 1 EE E R E P A I R ( W A L K W A Y , B A L C O N Y ) PR O J E C T : DE S I G N a n d E N G I N E E R I N G B Y : Te l . + 1 ( 8 0 5 ) 3 1 2 - 8 5 0 8 1S T C I T Y S U B M I T T A L 00 0 0 0 0 1 BR U C E R E S I D E N T I A L P R O P E R T I E S L L C 25 0 0 R E D H I L L A V E N U E S U I T E 2 0 0 , S A N T A A N A , C A 9 2 7 0 5 S A No. C53468 Exp. 6.30.27 I E O A M I RSREE M ER A R F O H I F M IC V S C F L N O L R O L M D N A R IH ADEG O I INAI GN S E AI P D EG ET E T ST ED NI A KAM L D S-0 STRUCTURAL GENERAL NOTES 7: FASTENING SCHEDULE 2: DESIGN LOADS 1:BUILDING CODE 3: GENERAL NOTES 6: WOOD FRAMING 5: WOOD CONNECTORS 4: SPECIAL INSPECTION NOTE ″ – ″ SPECIFICATIONCONNECTION LOCATION 11. ASBESTOS DEMOLITION RULE 1403 - GENERAL INFORMATION 10. ROUGH FRAMING LUMBER 9. HANGERS B. FOUNDATIONS & SOILS 8. REINFORCED CONCRETE DA T E DE S C R I P T I O N -T T T T T T 12 2 8 N B R O A D W A Y , S A N T A A N A , C A 9 2 7 0 1 EE E R E P A I R ( W A L K W A Y , B A L C O N Y ) PR O J E C T : DE S I G N a n d E N G I N E E R I N G B Y : Te l . + 1 ( 8 0 5 ) 3 1 2 - 8 5 0 8 1S T C I T Y S U B M I T T A L 00 0 0 0 0 1 BR U C E R E S I D E N T I A L P R O P E R T I E S L L C 25 0 0 R E D H I L L A V E N U E S U I T E 2 0 0 , S A N T A A N A , C A 9 2 7 0 5 S A No. C53468 Exp. 6.30.27 I E O A M I RSREE M ER A R F O H I F M IC V S C F L N O L R O L M D N A R IH ADEG O I INAI GN S E AI P D EG ET E T ST ED NI A KAM L D EXISTING PARTIAL FLOOR FRAMING PLAN SCALE 1/8" =1'-0" STRUCTURAL LEGENDS: INDICATES (E) 2X DECK JOISTS (V.I.F.) SEE ARCHITECTURAL PLANS FOR FULL SIZE DIMENSION & ELEVATION STRUCTURAL NOTES/ CONSTRUCTION PROCEDURE INDICATES SCOPE OF WORK AREAS INDICATES DETAIL REFERENCES. 1.CONTRACTOR TO VERIFY ALL DIMENSIONS AN (E) CONDITIONS. IF DIFFERS FROM SHOWN CONDITIONS ON PLANS, NOTIFY ENGINEER OF RECORD. 2.CONTRACTOR TO FIELD VERIFY EXTENT OF DAMAGES TO JOISTS/SHEATHING/BLKG/BEAMS AND STAIR LANDING INFORM OF ANY DAMAGES. INSPECT ALL STRUCTURAL MEMBERS SUCH AS SHEATHING, F.J., BLOCKING, RAILING, WALL ETC. ALL DAMAGED MEMBERS TO BE REPAIRED AS FOLLOWS: A.ANY DECK JOISTS THAT ARE DAMAGED, MUST BE REINFORCED WITH SISTER JOISTS AS SHOWN PER DETAIL 1/S-2. B.INSTALL NEW SHEATHING STRUCT-1 W/ 10D NAILS @ 4:6:8 B.N. THICKNESS OF (N) SHEATHING MUST MATCH (E) SHEATHING. 4. ALL RUSTED SPOTS ON (E) RAILING/STRINGERS MUST BE FIXED AND RECOATED WITH ANTIRUST PAINT. 5. ALL FINISHING MATERIALS TO MATCH EXISTING. 6. ALL CRACKS MUST BE REPAIRED/SEALED AND RECOATED. 7.ANY NOTCH OR RIPPING IT MUST MATCH EXISTING CONDITION AND SIZE WHERE OCCUR. 8.THE RAILING HEIGHT MUST BE 42" HIGH PER CURRENT BUILDING CODE. IF THE RAILING HEIGHT IS LESS THAN 42" THEN IT IS RECOMMENDED TO INCREASE THE HEIGHT TO MEET THE CURRENT CODE REQUIREMENT. HOWEVER, PER SB721 THE RAILING HEIGHT DOES NOT NEED TO BE INCREASED IF IT WILL REMAIN SAME WITH NO REPLACEMENT. INCASE IF REPLACING EXISTING RAILING WITH NEW THEN YOU MUST BUILD IT BASED ON THE CURRENT CODE REQUIREMENT 9.IF ANY OF THE PROVIDED DETAILS ARE DIFFERENT FROM EXISTING GENERAL CONTRACTOR TO NOTIFY THE EOR FOR SUPPLEMENTAL DETAILS AND PERMIT. SCOPE OF WORK SCOPE OF WORK Unit 4 Unit 15 Unit 8 Unit 9 Unit 10 Unit 11 EXISTING SECOND FLOOR EXISTING SECOND FLOOR EXISTING SECOND FLOOR PER SB721 INITIAL INSPECTION REPORT DATED SEPTEMBER 18, 2024 BY DRBALCONY THIS STAIRWAY RECEIVED A PASS-NEED MAINTENANCE GC TO APPLY ALL NECESSARY MAINTENANCE PER SB721 INSPECTION REPORT DATED SEPTEMBER 18, 2024 BY DRBALCONY THIS STAIRWAY IS EXEMPT (E) 2X FJ V.I.F (E) 2X FJ V.I.F (E) 2X FJ V.I.F (E) 2X FJ V.I.F (E) 2X FJ V.I.F (E) 2X FJ V.I.F (E ) 2 X F J V . I . F (E ) 2 X F J V . I . F (E ) 2 X F J V . I . F (E ) 2 X F J V . I . F GC TO INSPECT THIS WALKWAY ALONG WITH ALL ASSOCIATED LOAD BEARING ELEMENTS IF ANY DAMAGE OBSERVED YOU MUST NOTIFY THE EOR FOR SUPPLEMENTAL DETAILS AND PERMIT PER SB721 INITIAL INSPECTION REPORT DATED SEPTEMBER 09, 2024 BY DRBALCONY THIS WALKWAY RECEIVED A PASS-NEED MAINTENANCE GC TO APPLY ALL NECESSARY MAINTENANCE PER SB721 INITIAL INSPECTION REPORT DATED SEPTEMBER 09, 2024 BY DRBALCONY THIS STAIRWAY RECEIVED A PASS-NEED MAINTENANCE GC TO APPLY ALL NECESSARY MAINTENANCE GC TO INSPECT THIS BALCONY ALONG WITH ALL ASSOCIATED LOAD BEARING ELEMENTS IF ANY DAMAGE OBSERVED YOU MUST NOTIFY THE EOR FOR SUPPLEMENTAL DETAILS AND PERMIT GC TO INSPECT THIS WALKWAY ALONG WITH ALL ASSOCIATED LOAD BEARING ELEMENTS IF ANY DAMAGE OBSERVED YOU MUST NOTIFY THE EOR FOR SUPPLEMENTAL DETAILS AND PERMIT GC TO INSPECT THIS STAIRWAY ALONG WITH ALL ASSOCIATED LOAD BEARING ELEMENTS IF ANY DAMAGE OBSERVED YOU MUST NOTIFY THE EOR FOR SUPPLEMENTAL DETAILS AND PERMIT (E)DROP BEAM (E)DROP BEAM (E ) D R O P B E A M (E)DROP BEAM (E ) D R O P B E A M (E)DROP BEAM (E ) D R O P B E A M Unit 8 Unit 9 Unit 10 Unit 11 Unit 15 Unit 4 306 Washington Ave 1228 N BROADWAY 1228 N BROADWAY S-1 EXISTING PARTIAL FLOOR FRAMING PLAN DA T E DE S C R I P T I O N -T T T T T T 12 2 8 N B R O A D W A Y , S A N T A A N A , C A 9 2 7 0 1 EE E R E P A I R ( W A L K W A Y , B A L C O N Y ) PR O J E C T : DE S I G N a n d E N G I N E E R I N G B Y : Te l . + 1 ( 8 0 5 ) 3 1 2 - 8 5 0 8 1S T C I T Y S U B M I T T A L 00 0 0 0 0 1 BR U C E R E S I D E N T I A L P R O P E R T I E S L L C 25 0 0 R E D H I L L A V E N U E S U I T E 2 0 0 , S A N T A A N A , C A 9 2 7 0 5 S A No. C53468 Exp. 6.30.27 I E O A M I RSREE M ER A R F O H I F M IC V S C F L N O L R O L M D N A R IH ADEG O I INAI GN S E AI P D EG ET E T ST E D NI A KAM L D SCALE - 1 RAILING CONNECTION STRENGTHENSCALE 2WOOD POST TOP CONNECTION (E) WOOD BM V.I.F. (E) OR (N) SIMPSON ECCLR/ECCLL COLUMN CAP W/ M.B.'S PER MFR'S SPEC (E) OR (N) WOOD POST V.I.F. (E) SPLICED WHERE OCCURS (E) WOOD BM V.I.F. (E) MST60 (E) OR (N) SIMPSON "CC" COL CAP(E) OR (N) SIMPSON "ECC" END COL CAP (E) OR (N) WOOD POST V.I.F. SCALE 3 NOTE: 1.IF THE EXISTING POST IS DAMAGE REPLACE WITH NEW POST TO MATCH EXISTING SIZE AND GRADE. 2.IF THE BOLT CONNECTIONS ARE RUSTED OR LOSE MUST BE REPAIRED OR REPLACED TO MATCH EXISTING SIDE VIEW (E)OR (N) 4X POST (E)FLOOR JOIST (N) 2X BLOCKING W/ 2-ML24Z EA SIDE (N) HL33 W/ 1 2"Ø THROUGH BOLTS W/ NUTS AND WASHERS EA SIDE (N) VERTICAL RAILING ELEMENTS NOTE: VERTICAL GUARD RAILING MUST BE SPACED AT 4" O.C. THE EXISTING SPACING IS 12.5" SO IT IS RECOMMENDED TO ADD EXTRA VERTICAL RAILING TO MEET THE REQUIRED SPACING PER CODE AS SHOWN BELOW. OR ADD A METAL NET OR ANY OTHER TYPE OF METAL FILLING. (E) FLOOR FRAMING A A (E) 2X STUD WALL (E) FLOOR JOIST (E) STUD WALL TO REMAIN (E) 2X BLOCKING (E) FLOOR SHEATHING DAMAGED BEAM TO BE SISTERED W/ (N) BEAM TO MATCH SIZE AND GRADE OF EXISTING JOIST AND MUST BE PRESSURE TREATED W/ SIMPSON SDS 25600 @ 6" O.C. STAGGERED (N) 2X BLOCKING W/ A35 EA SIDE 2 LTP5 (N) TO TOP AND BOTTOM OF (N) 2X BLKG NOTE: ANY DECK BEAM THAT IS DAMAGED, MUST BE REINFORCED WITH SISTER JOISTS AS SHOWN ABOVE. SECTION A-A (E) SHEATHING W/ NAILING PER PLAN (E) DAMAGED BEAM (N) CANT BEAM TO MATCH EXISTING SIZE AND MUST BE PRESSURE TREATED 2-ROWS OF 14"Ø X 6" LONG SIMPSON SDS SCREWS @ 6" O.C. FILL-IN WOOD RAILINGSCALE 4 SISTER JOIST REPAIR SYSTEM A A (E) 2X STUD WALL (E) FLOOR JOIST (E) STUD WALL TO REMAIN (E) 2X BLOCKING (E) FLOOR SHEATHING DAMAGED 2X JOISTS TO BE SISTERED W/ (N) 2X JOIST TO MATCH SIZE AND GRADE OF EXISTING JOIST W/ SIMPSON SDS 25300 @ 6" O.C. STAGGERED OR REPLACE WHERE NEEDED TO MATCH EXISTING SIZE AND GRADE BOUNDARY NAIL (E)RIM V.I.F (N) 2X BLOCKING 2 LTP5 (N) TO TOP AND BOTTOM OF (N) 2X BLKG (E) OR (N) 2-A35 SCALE SISTER JOIST REPAIR SYSTEM 5 (2) 1/4" X 3" SDS SCREWS MINIMUM, FULLY EMBEDDED INTO SUPPORTING MEMBER (E) DROP BEAM IF DAMAGED MUST BE REPLACED W/ (N) BEAM TO MUST EXISTING SIZE AND MUST BE PRESSURE TREATED (E) POST IF DAMAGED TO BE REPLACED WITH (N) POST MATCHING SIZE AND MUST PRESSURE TREATED (E) POST IF DAMAGED TO BE REPLACED WITH (N) POST MATCHING SIZE AND MUST PRESSURE TREATED (N) SIMPSON CC COLUMN CAP (E) BRACING IF DAMAGED TO BE REPLACED TO MATCH EXISTING SIZE AND MUST BE PRESSURE TREATED (N) 3 8" Ø X 10" LONG LAG SCREWS OR PROVIDE CONNECTION TO MATCH EXISTING (E) OR (N) 4X SOLID BLOCKING W/ A35 EA SIDE OR PROVIDE CONNECTION TO MATCH EXISTING (E) DROP BEAM IF DAMAGED MUST BE REPLACED W/ (N) BEAM TO MUST EXISTING SIZE AND MUST BE PRESSURE TREATED (E) POST IF DAMAGED TO BE REPLACED WITH (N) MATCHING SIZE AND GRADE (N) SIMPSON CC COLUMN CAP (2) 1/4" X 3" SDS SCREWS MINIMUM, FULLY EMBEDDED INTO SUPPORTING MEMBER S-2 STRUCTURAL DETAIS DA T E DE S C R I P T I O N -T T T T T T 12 2 8 N B R O A D W A Y , S A N T A A N A , C A 9 2 7 0 1 EE E R E P A I R ( W A L K W A Y , B A L C O N Y ) PR O J E C T : DE S I G N a n d E N G I N E E R I N G B Y : Te l . + 1 ( 8 0 5 ) 3 1 2 - 8 5 0 8 1S T C I T Y S U B M I T T A L 00 0 0 0 0 1 BR U C E R E S I D E N T I A L P R O P E R T I E S L L C 25 0 0 R E D H I L L A V E N U E S U I T E 2 0 0 , S A N T A A N A , C A 9 2 7 0 5 S A No. C53468 Exp. 6.30.27 I E O A M I RSREE M ER A R F O H I F M IC V S C F L N O L R O L M D N A R IH ADEG O I INAI GN S E AI P D EG ET E T ST ED NI A KAM L D Structural Calculations Project Address 1228 N Broadway, Santa Ana, CA 92701 Address: 2500 Red Hill Ave, Ste 200 Santa Ana, CA 92705 Direct: 805-334-0283 Office: 805-312-8508 Web www.drbalcony.com Project Adress Project Scope Inputs Force 50 lb/ft Spacining 4 ft height 42 in total height 45 in Moment arm 5 in G 0.5 F 200 lb Calculation Moment= Force * Distance Resisting force = Resisting Moment/Moment Arm Applied moment = Resisting Moment Applied moment 9000 lb-in Resisting force 1800 lb Use 1/2" diameter anchor w/ DTT2Z to resist a force of 1800 lb DrBalcony Wood Railing Calculation 1228 N Broadway, Santa Ana, CA 92701 Exterior Elevated Elements Repair According to the SB721 Page 1 of 8 DIVISION: 07 00 00— THERMAL AND MOISTURE PROTECTION Section: 07 18 13— Pedestrian Traffic REPORT HOLDER: DEX-O-TEX DIVISION CROSSFIELD PRODUCTS CORP. EVALUATION SUBJECT: DEX-O-TEX DEX-FLEX DECKING SYSTEMS— WALKING DECK AND ROOF COVERING 1.0 EVALUATION SCOPE Compliance with the following codes:  2021, 2018, 2015, 2012, 2009 and 2006 International Building Code® (IBC)  2021, 2018, 2015, 2012, 2009 and 2006 International Residential Code® (IRC)  2013 Abu Dhabi International Building Code (ADIBC)† †The ADIBC is based on the 2009 IBC. 2009 IBC code sections referenced in this report are the same sections in the ADIBC. Properties evaluated:  Durability  Wind resistance  Fire classification  Fire-resistance-rated construction 2.0 USES The Dex-O-Tex Dex-Flex Decking Systems are walking deck and Class A roof covering systems for use directly over concrete or plywood substrates. The systems may also be used as a component of a one-hour fire- resistance-rated roof assembly as described in Section 4.9 of this report. 3.0 DESCRIPTION 3.1 General: Dex-O-Tex Dex-Flex Decking Systems are polymer-modified, cementitious walking deck and roof covering systems that consist of expanded metal lath; polymer-modified cementitious mortar base coat; a polymeric waterproofing layer; reinforcing fabric; a protection coat; and either a topcoat or a sealer coat. See Section 4.0 and Tables 1 and 2 for recognized Dex-O-Tex Dex-Flex system configurations and corresponding component requirements. 3.2 Materials: 3.2.1 General: Dex-O-Tex Dex-Flex Decking Systems powder and liquid components have a shelf life of one year when stored indoors at temperatures between 40°F and 100°F (4.4°C and 37.8°C). Liquid components must be kept from freezing. - CBC Supplement FBC Supplement Subject to renewal February 2026 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an nty by ICC Evaluation Service, LLC, express or implied, as to any finding or Copyright © 2024 ICC Evaluation Service, LLC. All rights reserved. ESR-5175 Page 2 of 8 3.2.2 Base Coat Components 3.2.2.1 Dex-O-Tex A-81 (A-81 Mortar) Powder: A proprietary dry mixture of portland cement and graded aggregates supplied in 50-pound (22.7 kg) bags. 3.2.2.2 Dex-O-Tex G-26 Matrix (Matrix Mortar) Powder: A proprietary dry mixture of portland cement and graded aggregates supplied in 36-pound (16.4 kg) bags. 3.2.2.3 Dex-O-Tex Lath Mortar (LM) Powder: A proprietary dry mixture of cement and graded aggregates supplied in 50-pound (22.7 kg) bags. 3.2.2.4 Dex-O-Tex A-81 Paste, Dex-O-Tex G-26 Paste and Dex-O-Tex Lath Mortar (LM) Liquid: Liquid polymers designed to be mixed with their respective Dex-O-Tex Mortar or Dex-O-Tex Lath Mortar Powders, supplied in 5-gallon (18.9 L) containers. 3.2.3 Waterproofing Layer Component: 3.2.3.1 Dex-O-Tex Barrier-Guard Membrane: A liquid polymer waterproofing latex supplied in 5-gallon (18.9 L) containers. 3.2.3.2 Dex-O-Tex RP Fabric: A polypropylene woven-mesh reinforcing fabric available in 40-inch-wide-by- 300-foot-long (1.02 by 91.4 m) rolls, weighing 0.45 ounces per square foot (136 g/m2). 3.2.4 Protection Layer Components: 3.2.4.1 Dex-O-Tex Resistite Powder: A dry blend of Portland cement and graded aggregates packaged in 55-pound (25.0 kg) bags. 3.2.4.2 Dex-O-Tex Resistite Liquid: A liquid polymer designed to be used with Dex-O-Tex Resistite Powder dry mix, supplied in 5-gallon (18.9 L) containers. 3.2.4.3 Dex-O-Tex Stamp-Cote Powder: A dry blend of portland cement and graded aggregates, packaged in 45-pound (20.5 kg) bags. 3.2.4.4 Dex-O-Tex Stamp-Cote Liquid: A liquid polymer designed to be used with Stamp-Cote Powder, supplied in 5-gallon (18.9 L) containers. 3.2.5 Topcoat Component 3.2.5.1 Dex-O-Tex AJ-44 XL: A water-borne, pigmented, acrylic topcoat supplied in 5-gallon (18.9 L) containers. 3.2.6 Sealer Coat Components: 3.2.6.1 Dex-O-Tex Aero-Flor 100 Sealer: A solvent- borne, clear, acrylic sealer supplied in 5-gallon (18.9 L) containers. 3.2.6.2 Dex-O-Tex Clear Sealer HD 50: A solvent- borne, clear, acrylic sealer supplied in 5-gallon (18.9 L) containers. 3.2.6.3 Dex-O-Tex Weatherseal XL: A waterborne, clear, acrylic sealer supplied in 5-gallon (18.9 L) containers. 3.2.6.4 Dex-O-Tex AJ-44- XL: A waterborne, pigmented sealer supplied in 5-gallon (18.9 L) containers. 3.2.7 Metal Flashing: Metal flashing must be minimum 0.019-inch-thick [0.48 mm (26 gage)], corrosion- resistant metal. Flashings must be rigid enough to avoid excessive deflection and ponding, or must be solidly backed by the concrete or plywood substrate. 3.2.8 Substrates: 3.2.8.1 Plywood: Plywood must be minimum 5/8-inch-thick (15.9 mm) exterior-grade plywood complying with U.S. DOC PS-1 or PS-2. 3.2.8.2 Concrete: Concrete decks must comply with the applicable requirements of the applicable code and must have a minimum compressive strength (fc) of 2500 psi (17.2 MPa). 3.2.9 Metal Lath: Metal lath must be minimum 1.8-pound-per-square-yard (1.0 kg/m2), galvanized, expanded metal lath complying with ASTM C847. 3.2.10 Staples: Staples must be corrosion-resistant, minimum No. 16 gage staples with minimum 1-inch-wide (25.4 mm) crowns and 1/2-inch-long (12.7 mm) legs, complying with ASTM F1667. 4.0 INSTALLATION 4.1 General: Installation of the Dex-O-Tex Dex-Flex Decking system must be in accordance with the manufacturer’s published installation instructions, the applicable code and this report. The manufacturer’s installation ESR-5175 Page 3 of 8 instructions must be available on the jobsite during application. Installation must only be performed when the weather is dry and the ambient air temperature is between 60°F and 95°F (15.6°C and 35.0°C). Materials must not be applied if precipitation is occurring or expected. Substrates must be structurally sound, clean and dry, and must be sloped a minimum of 1/4 inch per foot (2% slope). 4.2 Preparation of Substrates: 4.2.1 Plywood: Plywood must be applied to framing in accordance with the requirements of the applicable code. All edges must be blocked. All penetrations through and terminations of the sheathing must be protected with metal flashing in accordance with the requirements of the applicable code and the manufacturer’s published installation instructions. 4.2.2 Concrete: Surfaces must be clean and free of standing water. All holes, joints and cracks must be pointed flush with portland cement mortar and all high spots cut or ground off to provide a smooth, even surface. Any foreign material such as paint, grease or oil must be removed by mechanical means. New concrete must be mechanically scarified prior to application of the system. 4.3 Systems A, B and C (Installation over Plywood – See Table 1): 4.3.1 Metal Lath: Metal lath, as described in Section 3.2.9 of this report, with staples described in Section 3.2.10, must be fastened to the plywood deck with 22 to 28 staples per square foot (0.09 m2), uniformly distributed. Where the lath is butt-jointed, the staple spacing at the joint must be no greater than 2 inches (51 mm) on center. Butt joints of metal lath must not occur over plywood joints. Where plywood joints occur, lath shall be stapled across all plywood joints at 4 inches (102 mm) on center. 4.3.2 Base Coat: The base coat must be one of the following: • Two one-gallon (3.8 L) containers of Dex-O-Tex A-81 Paste mixed with three 50-pound (34.0 kg) bags of Dex-O-Tex A-81 (A-81 Mortar) Powder. Coverage must be approximately 84 square feet (7.8 m2) per batch at a minimum thickness of 3/16 inch (4.8 mm). • One and a quarter gallon (4.75 L) of Dex-O-Tex Lath Mortar (LM) Liquid mixed with one 50-pound bag of Dex-O-Tex Lath Mortar (LM) Powder . Coverage must be approximately 43 square feet (3.99 m2) per batch at a minimum thickness of 3/16 inch (4.8 mm). • One gallon (3.8 L) of Dex-O-Tex G-26 Paste mixed with one 36-pound (16.4 kg) bag of Dex-O-Tex G-26 Matrix (Matrix Mortar) Powder must be approximately 23 square feet (2.1 m2) per batch at a minimum thickness of 3/16 inch (4.8 mm). The base coat must be trowel-applied to completely fill and cover the metal lath to a minimum total thickness of 3/16 inch (4.8 mm). The base coat must be allowed to cure a minimum of eight hours before application of the waterproofing layer. 4.3.3 Waterproofing Layer: Dex-O-Tex Barrier-Guard Membrane must be mixed with water at a ratio of 1:1 by volume, and the first coat must be roller-applied over the base coat at a rate of 1 gallon per 400 square feet (1 L/9.8 m2). Two additional coats of Dex-O-Tex Barrier-Guard Membrane (undiluted) must be applied with a 1/8-inch (3.2 mm) V-notched trowel, at a rate of 1 gallon per 64 square feet (1 L/1.6 m2), for a minimum total dry-film thickness of 0.025 inch [25 mils (0.64 mm)] for each coat. Each coat must be allowed to dry to the touch before the next coat is applied [approximately one hour at 70° F (21.0° C)]. Reinforcing fabric Dex-O- Tex RP Fabric must be embedded in the final coat and be allowed to cure for a minimum of four hours before application of the protection coat. 4.3.4 Protection Coat: Five gallons (18.9 L) of Dex-O-Tex Resistite Liquid must be mixed with two 55-pound (25.0 kg) bags of Dex-O-Tex Resistite Powder. Two coats of the protection coat must be applied over the waterproofing layer by trowel or texturing hopper gun at a rate of 1 gallon per 41 square feet (1 L/1.0 m2), for a minimum wet-film thickness of 0.039 inch [39 mils (0.99 mm)] for each coat. The first coat must be allowed to dry for four to six hours before the application of the second coat. The second coat must be allowed to cure for a minimum of eight hours before application of the topcoat. 4.3.5 Topcoat (Required for Systems A and B): Two coats of Dex-O-Tex AJ-44 XL must be roller-applied over the protection coat at a rate of 1 gallon per 300 square feet (1 L/7.4 m2), for a minimum wet-film thickness of 0.011 inch [11 mils (0.28 mm)] for each coat. The first coat must be allowed to dry for approximately one hour before application of the second coat. The second coat must be allowed to cure for a minimum of eight hours before application of the sealer. ESR-5175 Page 4 of 8 4.3.6 Sealer (Required for Systems B and C): The sealer must be one of the following: • Two coats of Dex-O-Tex Aero-Flor 100 Sealer, or two coats of Dex-O-Tex Clear Sealer HD 50 sealer roller- applied over the top coat at a rate of 1 gallon per 400 square feet (1 L/9.8 m2), for a minimum wet-film thickness of 0.0053 inch [5.3 mils (0.13 mm)] for each coat. The first coat must be allowed to dry for a minimum of 30 minutes before application of the second coat. • Two coats of Dex-O-Tex Weatherseal XL Sealer, roller-applied over the protection coat at a rate of 1 gallon per 400 square feet (1 L/9.8 m2), for a minimum wet-film thickness of 0.011 inch [11 mils (0.28 mm)] for each coat. The first coat must be allowed to dry for a minimum of 30 minutes before application of the second coat. • As an additional option for System C, two coats of Dex-O-Tex AJ-44 XL must be roller-applied over the protection coat at a rate of 1 gallon per 300 square feet (1 L/7.4 m2), for a minimum wet-film thickness of 0.011 inch [11 mils (0.28 mm)] for each coat. The first coat must be allowed to dry for approximately one hour before application of the second coat. For all sealers, after application of the second coat, the coating must be allowed to dry for 12 to 24 hours before traffic is allowed on the coating. 4.4 Systems D, E and F (Installation over Concrete – See Table 2): Application of the waterproofing layer and protection coat, must be as described in Sections 4.3.3 and 4.3.4, respectively. For Systems D and E application of the topcoat must be as described in Section 4.3.5. For Systems D and F application of the sealer must be as described in Section 4.3.6. 4.5 System G (Installation over Concrete–See Table 2): Application of the waterproofing layer and sealer must be as described in Sections 4.3.3 and 4.3.6, respectively. For application of the protection coat, one gallon (3.8 L) of Dex-O-Tex Stamp-Cote Liquid must be mixed with a 45-pound (20.5 kg) bag of Dex-O-Tex Stamp-Cote Powder and applied with a spreader rake and closed with a float trowel over the waterproofing layer at a rate per batch of 18 square feet(1.7 m2) for the minimum 1/4- inch (6.4 mm) thickness, 13.5 square feet (1.3 m2) for the 3/8-inch (9.5 mm) thickness, or 9 square feet (0.83 m2) for a thickness of 1/2 inch (12.7 mm). The coating is processed and stamped and allowed to cure for a minimum of 12 hours. 4.6 Method of Repair: The damaged area must be removed and replaced as required for a new installation, as described in Section 4.3, 4.4, or 4.5. When substrate damage occurs, the retention of the fire-resistance rating and strength properties must be investigated, and the results submitted to the code official. 4.7 Wind Resistance: Under the 2021 and 2018 IBC, the Dex-O-Tex Dex-Flex Decking system may be used in areas subject to a basic wind speed (V) of 130 mph (209 km/h) on structures with a maximum height of 40 feet (12,192 mm) in Exposure B areas. Under the 2021 IRC, 2018 IRC, 2015 IBC, 2015 IRC, and 2012 IBC, the Dex-O-Tex Dex-Flex Decking system may be used in areas subject to an ultimate design wind speed (Vult) of 130 mph (209 km/h) on structures with a maximum height of 40 feet (12,192 mm) in Exposure B areas. Installation must be limited to areas where the maximum basic wind speed, building height and exposure comply with Tables 3 and 4 of this report, as applicable. 4.8 Class A Roof Covering Construction: When Dex-O-Tex Dex-Flex Decking systems are applied over concrete or 5/8-inch-thick (15.9 mm) exterior- grade plywood substrates with all edges blocked, the systems have a Class A roof classification, provided the maximum slope does not exceed 1/2 inch per foot (4% slope). 4.9 One-hour Fire-resistance-rated Construction: The deck system described in Section 4.3 of this report, when applied over 5/8-inch-thick (15.9 mm) exterior- grade plywood, with nominally 2-by-10 (51 by 254 mm) joists spaced at 16 inches (406 mm) on center, and all plywood joints blocked, can be recognized as a substitute for the double wood floor described in Assembly 13 of Table 721.1(3) of the 2021, 2018, 2015 and 2012 IBC (Table 720.1(3) of the 2019 IBC and 2006 IBC). ESR-5175 Page 5 of 8 5.0 CONDITIONS OF USE: The Dex-O-Tex Dex-Flex walking deck and roof covering system described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 Installation must comply with this report, the manufacturer’s published installation instructions and the applicable code. If there is a conflict between the installation instructions and this report, this report must govern. 5.2 Installation must be limited to use in areas where the wind speed does not exceed what is specified in Table 3 of this report. 5.3 The products are manufactured at the Crossfield Products Corporation facility in Rancho Dominguez, California, under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Walking Decks (AC39), dated June 2017 (editorially revised October 2021). 6.2 Report of wind resistance testing in accordance with FM Standard 1-52. 7.0 IDENTIFICATION 7.1 Product labeling shall include, the name of the report holder or listee, and the ICC-ES mark of conformity. The listing or evaluation report number (ICC-ES ESR-5036) may be used in lieu of the mark of conformity. Each container or bag of the Dex-O-Tex Dex-Flex Decking System Walking Deck and Roof Covering components described in this report must be identified by a label bearing the report holder name (Dex-O- Tex division Crossfield Products Corp.) and address, product designation, batch number keyed to date of manufacture, product expiration date, and the evaluation report number (ESR-5036). 7.2 The report holder’s contact information is the following: DEX-O-TEX DIVISION CROSSFIELD PRODUCTS CORP. 3000 EAST HARCOURT STREET RANCHO DOMINGUEZ, CALIFORNIA 90221 (310) 886-9100 www.dexotex.com TABLE 1—DEX-O-TEX DEX-FLEX SYSTEM APPLIED OVER PLYWOOD DECKS COMPONENT SYSTEM III A SYSTEM B SYSTEM C Lath fastener Staples Staples Staples Expanded lath 1.8 lb/yd2 1.8 lb/yd2 1.8 lb/yd2 Base coat Dex-O-Tex A-81, Dex-O-Tex G-26 and Dex-O- Dex-O-Tex A-81, Dex-O-Tex G-26 and -O- Dex-O-Tex A-81, Dex-O-Tex G-26 and Dex-O- Waterproofing Dex-O-Tex Barrier-Dex-O-Tex Barrier-Dex-O-Tex Barrier- Reinforcing fabric Dex-O-Tex RP Fabric Dex-O-Tex RP Fabric Dex-O-Tex RP Fabric Protection coat Topcoat Dex-O-Tex AJ-44 XL Dex-O-Tex AJ-44 XL NA Sealer NA Dex-O-Tex Aero-Flor 100 Sealer Dex-O-Tex Clear Sealer HD 50 or Dex-O-Tex Weatherseal XL, 100 Sealer Dex-O-Tex Clear Sealer HD 50, Dex-O-Tex Weatherseal XL or Dex-O-Tex AJ-44 XL For SI: 1 lb/yd2 = 0.537 kg/m2. NA: Not applicable ESR-5175 Page 6 of 8 TABLE 2—DEX-O-TEX DEX-FLEX SYSTEM APPLIED OVER CONCRETE DECKS COMPONENT SYSTEM D SYSTEM E SYSTEM F SYSTEM G Waterproofing Dex-O-Tex Barrier-Guard Membrane Dex-O-Tex Barrier-Guard Membrane Dex-O-Tex Barrier-Guard Membrane Dex-O-Tex Barrier-Guard Membrane Protection coat Dex-O-Tex Resistite Coating Dex-O-Tex Resistite Coating -O-Dex-O-Tex Stamp-Cote Coating Topcoat Dex-O-Tex AJ-44 XL Dex-O-Tex AJ-44 XL NA NA Sealer Dex-O-Tex Aero-Flor 100 Sealer, Dex-O-Tex Clear Sealer HD 50, or Dex-O- Tex Weatherseal XL NA Dex-O-Tex Aero-Flor 100 Sealer, Dex-O-Tex Clear Sealer HD 50 or Dex-O- Weatherseal XL Dex-O-Tex Aero-Flor 100 Sealer, Dex-O-Tex Clear Sealer HD 50 or Dex-O- Weatherseal XL NA: Not applicable. TABLE 3—MAXIMUM ULTIMATE DESIGN WIND SPEED FOR DEX-O-TEX DEX-FLEX SYSTEMS (2012 IBC (miles per hour)1,2,3,4 Height, ft 0-15 160 150 140 130 120 110 110 - - 20 160 150 140 130 115 110 110 - - 25 160 140 130 130 115 - 110 - - 30 160 140 130 130 110 - 110 - - 40 160 140 130 130 110 - - - - 50 150 140 130 120 110 - - - - 60 150 130 130 120 - - - - - For SI: 1 ft = 304.8 mm 1 mph = 1.6 kph. 1The values are based on roofs with slopes not exceeding 7 degrees from horizontal, and the following conditions: GCp = 2.8 for Zone 3 Gcp = 1.8 for Zone 2 Gcp = 1.0 for Zone 1 Gcpi = +/-0.18 2Applicable for Risk Category II buildings, for a given location, the tabulated values must not exceed those shown in the 2012 IBC Figure 1609A. 3Zones 1, 2 and 3 are defined in IBC, IRC, and ASCE 7-10. 4For a given location, the tabulated values multiplied by a factor of √0.6 must not exceed those shown in the 2012 IRC wind speed map. TABLE 4—MAXIMUM ALLOWABLE BASIC WIND SPEED FOR DEX-O-TEX DEX-FLEX SYSTEMS (2009 and 2006 IBC, 3-sec gust (miles per hour)1,2,3 Height, ft 0-15 130 120 110 105 95 85 85 - - 20 130 120 110 105 90 85 85 - - 25 130 110 100 105 90 - 85 - - 30 130 110 100 105 85 - 85 - - 40 130 110 100 100 85 - - - - 50 120 110 100 95 85 - - - - 60 120 100 100 95 - - - - - For SI: 1 ft = 304.8 mm 1 mph = 1.6 kph. 1The values are based on roofs with slopes not exceeding 7 degrees from horizontal, and the following conditions: I = 1.0 GCp = 2.8 for Zone 3 Gcp = 1.8 for Zone 2 Gcp = 1.0 for Zone 1 Gcpi = +/-0.18 2For a given location, the tabulated values must not exceed those shown in the 2009 and 2006 IBC/IRC wind speed maps. 3Zones 1, 2 and 3 are defined in IBC, IRC, and ASCE 7-05. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2024 ICC Evaluation Service, LLC. All rights reserved. Page 7 of 8 ICC-ES Evaluation Report ESR-5036 CBC and CRC Supplement Reissued February 2024 This report is subject to renewal February 2026. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 18 13—Pedestrian Traffic Coatings REPORT HOLDER: DEX-O-TEX DIVISION CROSSFIELD PRODUCTS CORP. EVALUATION SUBJECT: DEX-O-TEX DEX-FLEX DECKING SYSTEMS—WALKING DECK AND ROOF COVERING 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Dex-O-Tex Dex-Flex Decking Systems—Walking Deck and Roof Covering, described in ICC-ES evaluation report ESR-5036, have also been evaluated for compliance with the codes noted below. Applicable code editions:  2019 California Building Code (CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD) AKA: California Department of Health Care Access and Information (HCAI) and the Division of State Architect (DSA), see Sections 2.1.1 and 2.1.2 below.  2019 California Residential Code (CRC) 2.0 CONCLUSIONS 2.1 CBC: The Dex-O-Tex Dex-Flex Decking Systems—Walking Deck and Roof Covering, described in Sections 2.0 through 7.0 of the evaluation report ESR-5036, comply with CBC Chapter 15, provided the design and installation are in accordance with the 2018 International Building Code® (IBC) provisions noted in the evaluation report and the additional requirements of CBC Chapters 15, 16 and 17, as applicable. 2.1.1 OSHPD: The applicable OSHPD Sections and Chapters of the CBC are beyond the scope of this supplement. 2.1.2 DSA: The applicable DSA Sections of the CBC are beyond the scope of this supplement. 2.2 CRC: The Dex-O-Tex Dex-Flex Decking Systems—Walking Deck and Roof Covering, described in Sections 2.0 through 7.0 of the evaluation report ESR-5036, comply with CRC Chapter 9, provided the design and installation are in accordance with the 2018 International Residential Code® (IRC) provisions noted in the evaluation report and additional requirements of CRC Chapter 9, as applicable. This supplement expires concurrently with the evaluation report, reissued February 2024. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2024 ICC Evaluation Service, LLC. All rights reserved. Page 8 of 8 ICC-ES Evaluation Report ESR-5036 FBC Supplement Reissued February 2024 This report is subject to renewal February 2026. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 18 13—Pedestrian Traffic Coatings REPORT HOLDER: DEX-O-TEX DIVISION CROSSFIELD PRODUCTS CORP. EVALUATION SUBJECT: DEX-O-TEX DEX-FLEX DECKING SYSTEMS—WALKING DECK AND ROOF COVERING 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Dex-O-Tex Dex-Flex Decking Systems—Walking Deck and Roof Covering, described in ICC-ES evaluation report ESR-5036, has also been evaluated for compliance with the codes noted below. Applicable code editions:  2020 Florida Building Code—Building  2020 Florida Building Code—Residential 2.0 CONCLUSIONS The Dex-O-Tex Dex-Flex Decking Systems—Walking Deck and Roof Covering, described in Sections 2.0 through 7.0 of ICC-ES evaluation report ESR-5036, is a component of a Class A roof covering assembly, in compliance with the Florida Building Code—Building and the Florida Building Code—Residential. The design requirements must be determined in accordance with the Florida Building Code—Building and the Florida Building Code—Residential, as applicable. The installation requirements noted in ICC-ES evaluation report ESR-5036 for the 2018 International Building Code® meet the requirements of the Florida Building Code—Building and the Florida Building Code—Residential, as applicable. Use of the Dex-O-Tex Dex-Flex Decking Systems—Walking Deck and Roof Covering for compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building or the Florida Building Code—Residential has not been evaluated and is outside the scope of this supplemental report. For products falling under Florida Rule 61G20-3, verification that the report holder’s quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report, reissued February 2024. 1. LIFORN INSTRUCTIONS: ORANGE COUNTY FIRE AUTHORITY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments COM Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. If you answer: - "YES" to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address 1228 N Broadway, Santa Ana, CA 92701 Project Scope/Business Description Suite City Santa Ana Repair of Second-floord-floor exteriorexterior elelevated elements in compliance with SB721 requirements, which includes: repairing all rotted joists as specified on the structural details. Also, strengthen the loose railing connection as shown on structural details. YES NO X 2. 3. 4.☑ 5. 6. 7. 8. 9. 10. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) Located in or < 100' from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300' from an oil/gas seep, or < 1000' from a landfill? Methane Work Plan. (PR170) Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) ☑ Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) ☑ Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) ☑ Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) ☑ Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraftmaintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if Н оссирапсy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) ☑ Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12' (6' for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) ☑Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, notjust the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 113 *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system isemrequired, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327- Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name m .uca Phone Number Signoecu.и 17it ) 381-7850 Date 5/30 1 25 Building Department: If you have verified that all of the questions have been answered accurately as "NO", and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review 10-08-14 EE O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs