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HomeMy WebLinkAbout1612 N Freeman Ln - PlanA-0 SI T E P L A N A N D PR O J E C T I N F O R M . ABBREVIATIONS A-1 PROPOSED FLOOR PLAN A-0 TITLE PAGE: VICINITY MAP, SITE PLAN, SITE MODIFICATIONS P R O J E C T PHONE (909) 896-4764 PRINCIPLE DESIGNER : CONSULTANTS OWNERS: Mr. Gerry Lopez Santa Ana, CA 92706 1612 N Freemen Street LEGAL DESCRIPTION LOT NO. 4 TRACT NO. 1228 BLOCK A.P.N.405-312-51 GENERAL CODE REFERENCES AND GOVERNING AGENCY LEGAL DESCRIPTION, CONSULTANTS INDEX OF PLANS RMA Design/Build Group, Inc. PROPOSED PROJECT'S FEATURES VICINITY MAP Ralph Murillo OCCUPANCY GROUP: R-3/U1 BUILDING TYPE: V-B ZONING: R-1 SITE AREA: 6,650 SQ. FT. S-1 GENERAL NOTES SCOPE OF WORK 2. 9 SQ FT. WINDOW BUILT-OUT AND COVER FIRE SPRINKLER NOT REQUIRED S-2 FOUNDATION AND FRAMING PLANS STATISTICS SQUARE FOOTAGES: TOTAL LOT AREA: 7,350 SF 1. EXISTING DWELLING AREA: 1,416 SQ. FT. 2. EXISTING GARAGE AREA: 380 SQ. FT. 3. PROPOSED FRONT PORCH COVER: 66 SQ. FT. TOTAL COVER AREA: 1,862 SQ. FT, TOTAL COVER AREA: 1,862 SQ. FT. / LOT AREA 6,650 SQ. FT. = 28% SD-1 STRUCTURAL DETAILS 2022 CALIFORNIA BUILDING CODES (CBC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA FIRE CODE (CFC) 2022 CALIFORNIA ENERGY CODE (TITLE 24) 2022 CALIFORNIA RESIDENTIAL CODE (CRC) NO R T H on e r de s i g n e r sh e e t co n s u l t a n t Front Porch da t e Pr i n c i p a l Ra l p h M u r i l l o 9 0 9 . 8 9 6 . 4 7 6 4 r4 m u r i l l o @ g m a i l . c o m pl a n n i n g 7 / 2 3 / 2 3 pr o e c t a d d r e s s Pr o p o s e d F r o n t P o r c h C o e r RM A DE S I G N / B U I L D G R O U P , I N C . St r u c t u r a l D e s i g n s Re s i d e n t i a l - C o m m e r c i a l Ar c h i t e c t u r a l D e s i g n s Ci v i l D e s i g n s Co n s t r u c t i o n M a n a g e m e n t LI C E N S E # 9 3 1 8 0 1 Ge r r y L o p e z 16 1 2 N . F r e e m a n S t r e e t , S a n t a A n a , C A 9 2 7 0 6 Te l e p h o n e ( 7 1 4 ) 6 1 0 - 5 9 7 4 16 1 2 N . F r e e m a n S t r e e t , S a n t a A n a , C A 9 2 7 0 6 Te l e p h o n e ( 7 1 4 ) 6 1 0 - 5 9 7 4 SITE LOCATION Santa Ana, CA 92706 1612 N Freeman Street A-2 PROPOSED EXTERIOR ELEVATIONS A-3 EXISTING FLOOR PLAN, ROOF PLAN, AND ELEVATIONS 1. PROPOSED 66 SQ. FT. FRONT PORCH COVER 3. RE-ROOF 15.5 SQUARES LITE-CONCRETE ROOF TILE. Bldg #101118907 APPROVALS: PLNG - C. Santana BLGD - J. Lo ENTRY PROPOSED FLOOR PLAN A A-2 C A-2 B A-2 A-1 FLOOR PLAN KEY NOTES NOTE TO ALL SUB-CONTRACTORS: REFER TO GENERAL NOTES SHEET A-0.0.0 FOR IMPORTANT CONSTRUCTION RELATED INFORMATION NOT NOTED HERE. ALL BUILDING PRODUCTS ARE TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. NOTE: ALL WINDOWS TO BE VINYL FRAME, DUAL PANED, LOW "E" GLASS. SEE ALSO BUILDING ELEVATION NOTES. 06 DASHED LINE INDICATES: A.HEADER ABOVE B. FLOOR BELOW C.CEILING HEIGHT CHANGE D.WALL ABOVE E.SOFFIT F.CONDUIT/VENT THRU SLAB 07 LINE OF STONE VENEER 08 WOOD FRAMED COLUMN 09 FINISH AT EXTERIOR CEILING: A.STUCCO 10 CONCRETE FLATWORK (NOTE: REFER TO LANDSCAPE PLANS WHICH MAY SUPER-CEDE THESE DRAWINGS): A.STOOP: 36" DEEP x WIDTH OF DOOR OPN'G (SLOPE AWAY FROM BLDG.) B.PORCH/PATIO SLAB W/ BROOM FINISH (SLOPE AWAY FROM BLDG.) 11 CRICKET 01 SINGLE LAYER 5/8" TYPE 'X' GYP. BD. APPLIED TO: A.GARAGE SIDE OF ALL GARAGE WALLS B.GARAGE CEILING FRAMING SPACED AT MAX. 16" O.C. 02 PROVIDE TIGHT-FITTING, 1 3/8" THK. SOLID WOOD CORE OR 20 MIN. RATED DOOR WITH SELF-CLOSER AT OPENING FROM GARAGE TO DWELLING. 03 ATTTIC ACCESS PANEL: A.22"x30" (SEE DETAIL 1/D-8) 04 VOID SPACE - FIREBLOCK PER DETAIL 12/D-8. 05 VENT/FLUE FOR GAS-FIRED APPLIANCE 12 EXISTING TANKLESS WATER HEATER TO REMAIN 13 MAIN ELECTRICAL PANEL 14 GAS METER 15 NOT USED 16 36x72 METAL AND OR FIBERGLASS PAN TUB/SHOWER 17 FAU - VENT THRU ROOF 18 5 SHELVES EQUALLY SPACED 19 46x48 SHOWER WITH TEMP. GLASS ENCLOSURE 20 CLOSET SHELF AND POLE, TYP. 21 NEW FIREPLACE CHIMNEY 22 4" DIA. SMOOTH, METAL DUCT. DRYER EXHAUST DUCT SHALL TERMINATE AT EXTERIOR WALL. PROVIDE BACK DRAFT DAMPER. 23 NEW FIREPLACE: HEAT & GLO, TWILIGHT II, U.L. APPROVED, DIRECT VENT GAS APPLIANCE STANDARD: ANSI Z21.50-2014 - CSA2.22-2014 SINGLE POLE SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH DIMMER SWITCH 110 V. DUPLEX OUTLET 110 V. GFI DUPLEX OUTLET 220 V. APPLIANCE OUTLET A/C DISCONNECT MAIN ELECTRICAL PANEL BUTTON THERMOSTAT CEILING MOUNT FIXTURE RECESSED CEILING MOUNT FIXTURE PHOTOCELL SMOKE ALARM 110 V. DUPLEX HALF-HOT OUTLET ABBREVIATIONS: F = FLOURECENT FIXTURE WP = WATERPROOF FIXTURE +42" = HEIGHT LOCATION H = HALOGEN FIXTURE J-BOX 88 " A T M A S T E R B A T H 42 " A T B A T H 46 " A T K I T / L A U N CABINET WALL FIXTURE CONVENIENCE OUTLET SWITCH 82 " A T S E C O N D A R Y B A T H 12 " 40 " 72 " WALL FIXTURE SWITCH CONVENIENCE OUTLET TV OR PHONE HOSE BIBB HOSE BIBB W/ SHUTOFF CEILING FAN W/ LIGHT TRACK LIGHTS CABLE TV FUEL GAS LOOSE KEY EXHAUST FAN TELEPHONE 5. DUPLEX RECEPTACLES SHALL BE INSTALLED IN KITCHENS AT EACH COUNTER SPACE 12" OR WIDER, AND SO THAT NO POINT ALONG ANY LENGTH OF COUNTER IS MORE THAN 4'-0" FROM ANY OUTLET. 6. ONE DUPLEX GFI RECEPTACLE SHALL BE PROVIDED FOR EACH LAVATORY IN BATH- ROOMS. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY AT LEAST ONE 20 AMP BRANCH CIRCUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 7. ONE DUPLEX GFI RECEPTACLE EACH SHALL BE PROVIDED AT: FRONT OF DWELLING, REAR OF DWELLING, AND IN GARAGE. 8. HALLWAYS EXCEEDING 10'-0" IN LENGTH SHALL BE PROVIDED WITH MIN. OF ONE DUPLEX RECEPTACLE. 9. PROVIDE POWER AND SWITCHED LIGHT FIXTURE IN ATTIC ADJACENT TO ACCESS PANEL. 10. MECHANICAL VENTILATION, WHERE OCCURS AT TOILET COMPARTMENTS, BATHROOMS AND LAUNDRY ROOMS SHALL BE CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR MIN. TO GAS AND WATER PIPING. 13. PROVIDE ARC-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL OUTLETS (NOT JUST RECEPTACLES) FOR ALL DWELLING UNITS (210.12 CEC) 1. SMOKE ALARMS TO BE POWERED BY 110V AND HARDWIRED WITH A BATTERY BACKUP AND SIMULTANEOUS ALARM. 2. ELECTRICAL FIXTURES INSTALLED ABOVE TUBS AND SHOWERS TO BE WATERPROOF. 3. ALL 125-VOLT SINGLE-PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION: ALL RECEPTACLES LOCATED IN BATH- ROOMS, GARAGES, OUTDOORS, SERVING COUNTERTOPS IN KITCHENS, AND IN WET BARS WITHIN 6' OF A SINK 4. DUPLEX RECEPTACLES SHALL BE INSTALLED IN ALL LIVING AND SLEEPING ROOMS SO THAT NO POINT ALONG ANY LENGTH OF WALL 2'-0" OR GREATER IS MORE THAN 6'-0" FROM ANY OUTLET IN THAT SPACE. ELECTRICAL NOTES ELECTRICAL SYMBOLS HIGH EFFICACY WALL-MOUNT LUMINAIRE HIGH EFFICACY RECESSED CEILING- MOUNT LUMINAIRE 5 AIR CHANGES PER HOUR MOTION SENSOR SMOKE DETECTOR 14. A MINIMUM OF 2-20 AMP SMALL APPLIANCE BRANCH CIRCUITS SHALL BE PROVIDED FOR ALL RECEPTACLE OUTLETS IN THE KITCHEN, DINING ROOM, PANTRY, OR OTHER SIM. AREAS (210.11 (C)(1) CEC) 15. ATLEAST ONE 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM AND LAUNDRY RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS (210.11(C)(2) CEC) FLOOR PLAN GENERAL NOTES 1. REFER TO 'GN' SHEETS FOR ADDITIONAL INFO. 2. REFER TO ENERGY COMPLIANCE INFORMATION FOR HVAC EFFICIENCY, GLAZING U-VALUES, SHADING DEVICES AND INSULATION VALUES. 3. GLAZING: A. SAFETY GLAZING SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: i. INGRESS AND EGRESS DOORS, FIXED AND OPERABLE. ii. SHOWER DOORS AND ENCLOSURES. iii. WINDOWS AT TUBS AND SHOWERS LESS THAN 60" ABOVE STANDING SURFACE. iv. GLAZING IN LOCATIONS WITHIN A 24" RADIUS OF VERTCAL EDGE OF ADJACENT DOOR AND WHERE BOTTOM EDGE OF GLAZING IS LESS THAN 60" ABOVE FLOOR. v. GLAZING WITHIN 18" OF FIN. FLR. vi. GLAZING IN RAILINGS. B. ALL WINDOWS TO BE DUAL GLAZED. C. REFER TO ENERGY COMPLIANCE INFOR- MATION FOR U-VALUES. 4. CUTTING, NOTCHING AND BORING OF STUDS TO BE IN ACCORDANCE WITH IRC SECTION R502.8(.1 AND .2) 5. PLUMBING: A. PROVIDE BACKFLOW PREVENTER AT ALL HOSE BIBBS. B. PROVIDE RECESSED BOX IN WALL AT REFRIGERATOR AND AT WASHER SPACE (RATED BOX AT RATED WALL). C. PROVIDE PRESSURE BALANCE OR THER- MOSTATIC MIXING VALVES AT ALL SHOWER AND TUB/SHOWER LOCATIONS. D. ALL PLUMBING FIXTURES SHALL MEET OR EXCEED THE FOLLOWING STANDARDS: i. WATER CLOSETS: AVG. 1.6 GAL/FLUSH ii. FAUCETS: MAX. 2.5 GAL./MINUTE iii. SHOWERHEADS: MAX. 2.5 GAL/MINUTE 6. WATER HEATERS: A. ANCHOR WATER HEATER TO WALL WITH STRAP PER DETAIL PROVIDED. B. LOCATE GAS FIRED WATER HEATER ON MIN. 18" HIGH ENCLOSED WOOD PLAT- FORM ANCHORED TO SUPPORT UNIT. C. PROVIDE P&T RELIEF VALVE. D. VENT GAS TO OUTSIDE AIR. 7. CLOTHES DRYER EXHAUST: A. MAX. 14' COMBINED HORIZONTAL AND VERTICAL RUN (INCLUDING TWO 90 DEG. ELBOWS) TO OUTSIDE AIR. B. PROVIDE SMOOTH METAL DUCT. C. PROVIDE BACKDRAFT DAMPER. 8. PROVIDE OUTSIDE AIR INTAKE AND GLASS DOORS AT ALL FIREPLACES. 9. PROVIDE BACKFRAFT DAMPER AT HOOD VENTS AND EXHAUST FANS. 10. PROVIDE DRAIN TO VISIBLE EXIT AT FAU CONDENSATE PAN. 11. REFER TO SECTION NOTES FOR FIRE- BLOCKING INFORMATION. 12. THROUGH PENETRATIONS OF FIRE-RATED WALLS SHALL COMPLY WITH IRC SECT. 602.8 13. WATER RESISTANT GYPSUM BACKING BOARD SHALL BE USED: A. AS A BASE FOR TILE OR WALL PANELS AT SHOWERS. B. AT WATER CLOSET COMPARTMENT WALLS C. TO A MIN. 70" HEIGHT ABOVE DRAIN INLET. 14. A GAS OR WOOD BURNING FIREPLACE SHALL BE PROVIDED WITH A SOLID DOOR AND AN UNOBSTRUCTED FRESH AIR SUPPLY DIRECTLY FROM THE EXTERIOR OF THE STRUCTURE TO THE FIRE BOX IF LOCATED IN A SLEEPING ROOM OR AN ADJACENT BATHROOM (PER SECTION R1008 IRC AS AMENDED). NEW WOOD BEAM OR NEW HEADER INDICATES CONT. FOOTING SECTION/ DETAIL LETTER INFILL EXISTING OPENING EXISTING CONSTRUCTION TO REMAIN (N) 2x4 STUD WALL OR (N) 2x6 STUD WALL EXISTING WALL REMOVE GRAPHIC LEGEND EXISTING FLOOR PLAN W/ MODIFICATIONS SCALE:1/4" = 1'-0" Front Porch Pr i n c i p a l Ra l p h M u r i l l o 9 0 9 . 8 9 6 . 4 7 6 4 r4 m u r i l l o @ g m a i l . c o m pl a n n i n g 7 / 2 3 / 2 3 C RM A DE S I G N / B U I L D G R O U P , I N C . St r u c t u r a l D e s i g n s Re s i d e n t i a l - C o m m e r c i a l Ar c h i t e c t u r a l D e s i g n s Ci v i l D e s i g n s Co n s t r u c t i o n M a n a g e m e n t LI C E N S E # 9 3 1 8 0 1 16 1 2 N . F r e e m a n S t r e e t , S a n t a A n a , C A 9 2 7 0 6 Te l e p h o n e ( 7 1 4 ) 6 1 0 - 5 9 7 4 16 1 2 N . F r e e m a n S t r e e t , S a n t a A n a , C A 9 2 7 0 6 Te l e p h o n e ( 7 1 4 ) 6 1 0 - 5 9 7 4 EAST ELEVATION A 2 5 3 3 4 4 6 6 PARTIAL NORTH ELEVATION B 2 1 3 4 6 PARTIAL SOUTH ELEVATION C 2 4 1 35 6 NOTE TO ALL SUB-CONTRACTORS: ALL BUILDING PRODUCTS ARE TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 3- 4- 5- EXTERIOR FINISHES ROOF COVER ON NEW PORCH AND WINDOW (E) FIREPLACE STONE VENEER 1- 2- ELEVATION KEYNOTES (E) STUCCO TO REMAIN NEW PORCH COVER, ELDORADO STONE VENEER (ESR-1215) TO MATCH (E) FIREPLACE NEW WINDOW BUILT OUT, WALL COVER W/ ELDORADO STONE VENEER (ESR-1215) 6-RE-ROOF (E) ROOF WITH NEW EAGLE LITE CONCRETE ROOF TILE PONDEROSA COVER, EAGLE PONDEROSA TILES (ESR-1900)R ICC-ES ESR-(1900) OVER 2-LAYER OF 40 FELT ROOF UNDERLAYMENT. - PROPOSED ROOF PLAN SL O P E 4: 1 2 SL O P E 4:12 SLOPE SLOPE SL O P E SLOPE 4:12 SLOPE 4:12 SLOPE SLOPE 4:12 4:12 4:12 4: 1 2 4: 1 2 A-2 EX T E R I O R E L E V A T I O N S KEYNOTE REFERENCE: DETAIL REFERENCE: ROOF PITCH: ROOFING: 4:12 MATCH EXISTINGSLOPE: EAGLE LITE CONCRETE ROOF TILE EXTERIOR:3 COAT STUCCO FINISH TO MATCH EXISTING WHITE STUCCO FINISH -FINISH: ELEVATION NOTES ELEVATION SYMBOLS: 12 D-1 13 12 4 NOTE: ALL WINDOWS TO BE VINYL FRAME, DUAL PANED, LOW "E" GLASS. SEE ALSO BUILDING ELEVATION NOTES. NOTE TO ALL SUB-CONTRACTORS: ALL BUILDING PRODUCTS ARE TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. WINDOWS: VINYL FRAME DUAL PANED, LOW "E" GLASS, TYP. EXTERIOR LIGHT FIXTURE: AS SELECTED PER CLIENT EAVE TRIM: C- UNDERLAYMENT: 2 LAYER 40# ROOFING FELT D- FLASHING: GSM (26 GA. MIN.) PAINT TO MATCH ROOF COLOR E- GSM DIVERTER: (26 GA MIN) PAINT TO MATCH ROOF COLOR F- GASM CRICKET: (26 GA MIN) PAINT TO MATCH ROOF COLOR G- GUTTERS: PER CLIENT SELECTION H- DOWNSPOUTS: COLOR TO MATCH GUTTER WALL CONSTRUCTION PLATE HEIGHTS: 1st FLOOR: 8'-0" (V.I.F.) HEADER HEIGHTS: 1st FLOOR: 6'-8" (TYP. U.N.O.) ROOF CONSTRUCTION A- ROOF SLOPE: 4:12 (TO MATCH EXIST.) B- TO MATCH EXISTING 3- 4- 5- 7- EXTERIOR FINISHES 3-COAT STUCCO SYSTEM W/ WIRE LATH- 7/8" THK. COLOR TO MATCH EXISTING EXISTING STUCCO 1- 2- 6- 2x WOOD FASCIA BOARD ELEVATION KEYNOTES 42" HIGH GUARDRAIL8- NEW STAIRS TO PORCH OR BALCONY9- 36" HANDRAIL10- MAIN ELECTRICAL PANEL11- 1'-6" X 2'-0" ACCESS PANEL12- ELEVATION KEY NOTES O'HAGIN LOW PROFILE SIDING SELECT CEDARMILL NORTH ARROW: JAMES HARDIE PLANK LAP 13- EXISTING STONE COLUMN BASE15- EXISTING TAPERED COLUMN16- LIGHT MIST COLOR STRAIGHT EDGE PANELS JAMES HARDIE SINGLE SIDING 14- BOOTHBAY BLUE COLOR EXISTING AND NEW 16"x4" FLOOR VENT17- GABLE END ATTIC VENTS 14"x18" G.S. LOUVERED18- JAMES HARDIE 3" TRIM BOARD19- 1. 2. 3. 4. 5. ALL DETAIL REFERENCES ARE TYPICAL AND APPLY TO ALL SIMILAR CONDITIONS WHETHER SPECIFICALLY REFERENCED OR NOT. ALL DIMENSIONS ARE TO FACE OF FRAMING U.N.O. ALL WINDOWS REQUIRED FOR EMERGENCY EXISTING FER C.R.C SHALL BE VERIFIED BY THE WINDOW SUBCONTRACTOR AND THE ARCHITECT SHALL BE NOTIFIED INMEDIATELY IF ANY REVISION TO WINDOW SIZES ARE REQUIRED PRIOR TO START OF CONSTRUCTION SAID WINDOW SHALL PROVIDE A CLEAR OPENING OF 5.7 SQ. FT. (MIN.) , 20" CLEAR WIDTH (MIN.), AND 24" CLEAR HEIGHT (MIN.) EXTERIOR CEMENT PLASTER FINISH: LIGHT SAND WITH BULLNOSE CORNER BEAD AT ALL EXTERIOR - VERIFY WITH BUILDER. ONE LAYER OF No 30 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT, OR OTHER APPROVED WATER- RESISTIVE BARRIER, IS REQUIRED FOR THE EXTERIOR. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2" AND WHERE JOIST OCCUR, THE MATERIAL SHALL BE LAPPED NO LESS THAN 6 INCHES. WHERE APPLIED OVER WOOD BASED SHEATING A PERFORMANCE AT LEAST ELEVATION NOTES 14" WINDOW SHUTTER TREATMENT TYP.20- 6" WOOD TRIM TOP BOTT. OF WINDOW21- ow n e r de s i g n e r sh e e t co n s u l t a n t # Front Porch da t e Pr i n c i p a l Ra l p h M u r i l l o 9 0 9 . 8 9 6 . 4 7 6 4 r4 m u r i l l o @ g m a i l . c o m pl a n n i n g 7 / 2 3 / 2 3 pr o j e c t a d d r e s s Pr o p o s e d F r o n t P o r c h C o v e r RM A DE S I G N / B U I L D G R O U P , I N C . St r u c t u r a l D e s i g n s Re s i d e n t i a l - C o m m e r c i a l Ar c h i t e c t u r a l D e s i g n s Ci v i l D e s i g n s Co n s t r u c t i o n M a n a g e m e n t LI C E N S E # 9 3 1 8 0 1 Ge r r y L o p e z 16 1 2 N . F r e e m a n S t r e e t , S a n t a A n a , C A 9 2 7 0 6 Te l e p h o n e ( 7 1 4 ) 6 1 0 - 5 9 7 4 16 1 2 N . F r e e m a n S t r e e t , S a n t a A n a , C A 9 2 7 0 6 Te l e p h o n e ( 7 1 4 ) 6 1 0 - 5 9 7 4 PR O P O S E D NE W R O O F C O V E R RE-ROOF (E) ROOF WITH NEW EAGLE LITE CONCRETE ROOF TILE SHINGLES ICC-ES ESR-1900 OVER 2-LAYER OF 40 FELT ROOF UNDERLAYMENT ENTRY EXISTING FLOOR PLAN A A-2 C A-2 B A-2 EXISTING ROOF PLAN E E E E E 2 2 2 2 2 EXISTING EAST ELEVATION A (E) NORTH ELEVATION B (E) SOUTH ELEVATION C A-3 EX I S T I N G F L O O R P L A N , Front Porch Pr i n c i p a l Ra l p h M u r i l l o 9 0 9 . 8 9 6 . 4 7 6 4 r4 m u r i l l o @ g m a i l . c o m pl a n n i n g 7 / 2 3 / 2 3 C RM A DE S I G N / B U I L D G R O U P , I N C . St r u c t u r a l D e s i g n s Re s i d e n t i a l - C o m m e r c i a l Ar c h i t e c t u r a l D e s i g n s Ci v i l D e s i g n s Co n s t r u c t i o n M a n a g e m e n t LI C E N S E # 9 3 1 8 0 1 16 1 2 N . F r e e m a n S t r e e t , S a n t a A n a , C A 9 2 7 0 6 Te l e p h o n e ( 7 1 4 ) 6 1 0 - 5 9 7 4 16 1 2 N . F r e e m a n S t r e e t , S a n t a A n a , C A 9 2 7 0 6 Te l e p h o n e ( 7 1 4 ) 6 1 0 - 5 9 7 4 RO O F P L A N A N D EL E V A T I O N S S-1 · · · · ow n e r de s i g n e r sh e e t co n s u l t a n t # Front Porch da t e Pr i n c i p a l Ra l p h M u r i l l o 9 0 9 . 8 9 6 . 4 7 6 4 r4 m u r i l l o @ g m a i l . c o m pl a n n i n g 7 / 2 3 / 2 3 pr o j e c t a d d r e s s Pr o p o s e d F r o n t P o r c h C o v e r RM A DE S I G N / B U I L D G R O U P , I N C . St r u c t u r a l D e s i g n s Re s i d e n t i a l - C o m m e r c i a l Ar c h i t e c t u r a l D e s i g n s Ci v i l D e s i g n s Co n s t r u c t i o n M a n a g e m e n t LI C E N S E # 9 3 1 8 0 1 Ge r r y L o p e z 16 1 2 N . F r e e m a n S t r e e t , S a n t a A n a , C A 9 2 7 0 6 Te l e p h o n e ( 7 1 4 ) 6 1 0 - 5 9 7 4 16 1 2 N . F r e e m a n S t r e e t , S a n t a A n a , C A 9 2 7 0 6 Te l e p h o n e ( 7 1 4 ) 6 1 0 - 5 9 7 4 PARTIAL ROOF FRAMING PLAN PARTIAL FOUNDATION S-2 SCALE: 1/4" = 1'-0" PARTIAL FOUNDATION PLAN ow n e r de s i g n e r sh e e t co n s u l t a n t # Front Porch da t e Pr i n c i p a l Ra l p h M u r i l l o 9 0 9 . 8 9 6 . 4 7 6 4 r4 m u r i l l o @ g m a i l . c o m pl a n n i n g 7 / 2 3 / 2 3 pr o j e c t a d d r e s s Pr o p o s e d F r o n t P o r c h C o v e r RM A DE S I G N / B U I L D G R O U P , I N C . St r u c t u r a l D e s i g n s Re s i d e n t i a l - C o m m e r c i a l Ar c h i t e c t u r a l D e s i g n s Ci v i l D e s i g n s Co n s t r u c t i o n M a n a g e m e n t LI C E N S E # 9 3 1 8 0 1 Ge r r y L o p e z 16 1 2 N . F r e e m a n S t r e e t , S a n t a A n a , C A 9 2 7 0 6 Te l e p h o n e ( 7 1 4 ) 6 1 0 - 5 9 7 4 16 1 2 N . F r e e m a n S t r e e t , S a n t a A n a , C A 9 2 7 0 6 Te l e p h o n e ( 7 1 4 ) 6 1 0 - 5 9 7 4 SCALE: 1/4" = 1'-0" PARTIAL ROOF FRAMING PLAN SD-1 ow n e r de s i g n e r co n s u l t a n t sh e e t # Lopez's Covered Porch da t e Pr i n c i p a l Ra l p h M u r i l l o 9 0 9 . 8 9 6 . 4 7 6 4 r4 m u r i l l o @ g m a i l . c o m pl a n c h e c k 1 0 / 1 4 / 2 3 pr o j e c t a d d r e s s RM A DE S I G N / B U I L D G R O U P , I N C . St r u c t u r a l D e s i g n s Re s i d e n t i a l - C o m m e r c i a l Ar c h i t e c t u r a l D e s i g n s Ci v i l D e s i g n s Co n s t r u c t i o n M a n a g e m e n t LI C E N S E # 9 3 1 8 0 1 Pr o p o s e d C o v e r P o r c h 16 1 2 N F r e e m a n S t , S a n t a A n a , C A , 9 2 7 0 6 Pr o p o s e d C o v e r P o r c h fo r Mr . G e r r y L o p e z Number: 1900 Originally Issued: 01/15/2016 Revised: 03/07/2023 Valid Through: 01/31/2026 The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safely, as applicable, in accordance with IBC Section 104.11. This document shall only be reproduced in its entirety. © 2023 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877-4IESRPT • Fax: 909.472.4171 -es.org • 4755 East Philadelphia Street, Ontario, California 91761-2816 – USA Page 1 of 6 EAGLE ROOFING PRODUCTS 3546 N. Riverside Avenue Rialto, CA 92377 www.eagleroofing.com CONCRETE ROOF TILES CSI Section: 07 32 16 Concrete Roof Tiles 1.0 RECOGNITION The Eagle Roofing Product’s Eagle and Eaglelite Interlocking Concrete Roofing Tiles recognized in this report have been evaluated for use as concrete roof tiles. The weather resistance, wind uplift resistance, and fire classification properties of the roof tiles comply with the intent of the provisions of the following codes and regulations: • 2021, 2018, 2015, 2012 2009, and 2006 International Building Code® (IBC) • 2021, 2018, 2015, 2012 2009, and 2006 International Residential Code® (IRC) • 2022, and 2019, California Building Code (CBC) – Supplement attached • 2022 and 2019 California Residential Code (CRC) – Supplement attached • 2020 Florida Building Code, Building (FBC-Building) – Supplement attached • 2020 Florida Building Code, Residential (FBC, Residential) –Supplement attached 2.0 LIMITATIONS Eagle Roofing Product’s Eagle and Eaglelite Interlocking Concrete Roofing Tiles recognized in this report are subject to the following limitations: 2.1 The roof tiles shall be manufactured, identified and installed in accordance with this report, and the applicable code In the event of a conflict this report governs. 2.2 Eagle Roofing Product’s Concrete Roof Tile shall be installed on roof slopes of 2½ units vertical in 12 units horizontal (21-percent slope) or greater.” IBC Section 1507.3.2. 2.3 The supporting structure shall be designed to support the loads and is beyond the scope of this report. 2.4 The roof tiles are produced in Sumterville, FL; Rialto, CA; Stockton, CA; and Phoenix, AZ as noted in Tables 2A through 2C of this report. 3.0 PRODUCT USE 3.1 General: Eagle Roofing Product’s Concrete Roof Tiles shall be used as a roof covering in accordance with IBC Section 1503 or IRC Section 903 as applicable. 3.2 Installation: 3.2.1 Installation in Accordance with the 2021 and 2018 IBC or IRC: Eagle Roofing Product’s Eagle and Eaglelite Interlocking Concrete Roofing Tiles recognized in this report shall be installed in accordance with IBC Section 1507.3 or IRC Section R905.3, including the attachment requirements of IBC Section 1507.3.7 or IRC Section R905.3.7, as applicable. Underlayment shall conform to IBC Section 1507.1.1 or IRC Section R905.1.1. 3.2.2 Installation in Accordance with the 2015, 2012, 2009, or 2006 IBC or IRC: Eagle Roofing Product’s Eagle and Eaglelite Interlocking Concrete Roofing Tiles recognized in this report shall be fastened in accordance with the code specific requirements in Table 1 of this report using The Concrete and Clay Roof Tile Installation Manual dated July 2015, published by the Tile Roofing Institute and the Western States Roofing Contractors Association. The July 2015 TRI manual is associated with ER-2015 in the UES Evaluation Report Directory and available for download at www.uniform-es.org. TABLE 1 – ATTACHMENT DESIGN Applicable Code Criteria for Applicability Information 2015 or 2012 IBC Speeds (Vult) ≤ 130 MPH and Mean Roof Height ≤ 60 feet Roof Tile Installation Manual & Table 1507.3.7 of the applicable IBC 2009 or 2006 IBC gust) ≤ 100 mph and Mean 2015, 2012, 2009 or 2006 IRC Mean Roof Height ≤ 40 feet Installation Manual & Section SI: 3.3 Anchoring: Eagle Roofing Product’s Eagle and Eaglelite Interlocking Concrete Roofing Tiles recognized in this report may be anchored using mortar in accordance with the applicable building code and, where permitted, the TRI Manual or adhesively attached in accordance with the adhesive manufacturer’s research report issued by an approved evaluation service agency. 4.0 PRODUCT DESCRIPTION 4.1 General: Eagle Roofing Product’s Concrete Roof Tiles recognized in this report satisfy the requirements of ASTM C1492-03. Eagle Roofing Product’s Concrete Roof Tiles Number: 1900 Originally Issued: 01/15/2016 Revised: 03/07/2023 Valid Through: 01/31/2026 Page 2 of 6 installation shall be in accordance with the applicable code, the Concrete and Clay Roof Tile Installation Manual dated July 2015, published by the Tile Roofing Institute and the Western States Roofing Contractors Association, and this report. In the event of a conflict, provisions of this report govern. The TRI manual is available for download attached to ER-2015 from the UES website at www.uniform-es.org. The Eagle roof tiles and Eaglelite roof tiles are similar in production except that the Eaglelite tiles are produced with lightweight aggregates in lieu of sand. Figure 1 of this report includes typical profiles of the Eagle roof tiles. 4.2 Fire Classification: Eagle Roofing Product’s Concrete Roof Tiles, when installed in accordance with this report on minimum 15/32-inch-thick (12 mm) plywood solid sheathing or non- combustible decks, the assembly incorporating the roof tiles achieve an ASTM E108 Class A rating accordance with Section 1505.2 of the IBC and Section R902.1 of the IRC, as applicable. Roof classifications for adhesively attached systems shall be in accordance with the adhesive manufacturer’s approved research report. 5.0 IDENTIFICATION Shipping pallets are identified with the report holder’s name (Eagle Roofing Products), manufacturing location address, product name, installed weight, shift and date of production, the UES Mark of conformity and evaluation report number (ER-1900). The tiles produced in the Sumterville, Florida, manufacturing facility are additionally identified with “Florida” imprinted on each tile. Either UES Mark of Conformity may also be used as shown below: or IAPMO UES ER-1900 6.0 SUBSTANTIATING DATA Data in accordance with ICC-ES AC180, manufacturer’s descriptive literature and installation instructions. Test reports are from laboratories in compliance with ISO/IEC 17025. Eagle Roofing Product’s Concrete Roof Tiles are manufactured in the facilities specified in Tables 2A through 2C of this report, under a quality control program. 7.0 STATEMENT OF RECOGNITION This evaluation report describes the results of research completed `by IAPMO Uniform Evaluation Service on Eagle Roofing Product’s Concrete Roof Tiles to assess its conformance to the codes and standards shown in Section 1.0 of this report and documents the product’s certification. Products are manufactured at the locations noted in Section 2.5 of this report under a quality control program with periodic inspections under the supervision of IAPMO UES. For additional information about this evaluation report please visit www.uniform-es.org or email us at info@uniform-es.org Number: 1900 Originally Issued: 01/15/2016 Revised: 03/07/2023 Valid Through: 01/31/2026 Page 3 of 6 For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2 Notes: 1. Used on a 3-inch headlap 2. Nominal Dimension TABLE 2A - Tiles Manufactured at Rialto or Stockton, California Tile 1 (psf) (inch)Tile Type Capistrano 9.0 17 X 123/8 1.4625 1.039 Type I – High Profile Malibu 9.0 17 X 123/8 1.486 1.056 Type II – Medium Profile Bel Air 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Ponderosa 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Golden Eagle 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Double Eagle Ponderosa 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Tapered Slate 9.7 17 x 123/8 1.4683 1.044 Type III – Low Profile Estate 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Double Eagle Bel Air 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Eaglelite Capistrano 5.7 17 X 123/8 1.4625 1.039 Type I – High Profile Eaglelite Malibu 5. 5 17 X 123/8 1.486 1.056 Type II – Medium Profile Eaglelite Ponderosa 7.2 17 X 123/8 1.4683 1.044 Type III – Low Profile Eaglelite Bel Air 7.2 17 X 123/8 1.4683 1.044 Type III – Low Profile Eaglelite Double Eagle Ponderosa 7.2 17 X 123/8 1.4683 1.044 Type III – Low Profile Eaglelite Estate 7.2 17 x 123/8 1.4683 1.044 Type III – Low Profile Eaglelite Golden Eagle 7.2 17 x 123/8 1.4683 1.044 Type III – Low Profile For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2 TABLE 2B - Tiles Manufactured at Phoenix, Arizona Tile Installed Dry Weight1 (psf) Dimemsions2 (inch) Tile Factor Tile Type Capistrano 9.0 17 X 123/8 1.4625 1.039 Type I – High Profile Malibu 9.0 17 X 123/8 1.486 1.056 Type II – Medium Profile Bel Air 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Estate 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Double Eagle Bel Air 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Ponderosa 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Double Eagle Ponderosa 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Tapered Slate 9.7 17 x 12 3/8 1.4683 1.044 Type III – Low Profile Golden Eagle 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2 TABLE 2C - Tiles Manufactured at Sumterville, Florida Tile 1 (psf) (inch)Tile Type Capistrano 8.8 17 X 123/8 1.4625 1.039 Type I – High Profile Malibu 7.95 17 X 123/8 1.486 1.056 Type II – Medium Profile Bel Air 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Estate 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Double Eagle Bel Air 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Ponderosa 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Double Eagle Ponderosa 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Tapered Slate 9.7 17 x 12 3/8 1.4683 1.044 Type III – Low Profile Golden Eagle 9.7 17 X 123/8 1.4683 1.044 Type III – Low Profile Number: 1900 Originally Issued: 01/15/2016 Revised: 03/07/2023 Valid Through: 01/31/2026 Page 4 of 6 Boosted Capistrano Capistrano Malibu Bel Air Ponderosa Golden Eagle Estate Double Eagle Bel Air Double Eagle Ponderosa CONCRETE TILE AND TRIM PROFILES Number: 1900 Originally Issued: 01/15/2016 Revised: 03/07/2023 Valid Through: 01/31/2026 Page 5 of 6 CALIFORNIA SUPPLEMENT EAGLE ROOFING PRODUCTS 3546 N. Riverside Avenue Rialto, CA 92377 www.eagleroofing.com EAGLE ROOFING PRODUCTS – CONCRETE ROOF TILES CSI Section: 07 32 16 Concrete Roof Tiles 1.0 RECOGNITION The Eagle and Eaglelite Interlocking Concrete Roof Tiles recognized and installed in accordance with IAPMO UES ER-1900 and as noted in this supplement are satisfactory alternatives to the following codes and regulations: • 2022 and 2019 California Building Code (CBC) • 2022 and 2019 California Residential Code (CRC) 2.0 PRODUCT USE 2.1 Class A, B or C Roof Covering. Eagle and Eaglelite Interlocking Concrete Roof Tiles may be used as a Class A, B, or C roof covering systems complying with Sections 1505.1 of the CBC or R902.1 of the CRC when installed in accordance with ER-1900. 2.2 Fire Hazard Severity Zones or as a Wildland-Urban Interface Zones. Roofs constructed in geographical areas designated as Fire Hazard Severity Zones or as a Wildland- Urban Interface shall satisfy ER-1900 and the following in accordance with CBC Section 705A or CRC R337.5.2: 2.2.1 Roof assemblies shall be Class A when tested in accordance with ASTM E108 or UL790. 2.2.2 Where the roofing profile includes an airspace under the roof covering, installed over a combustible deck, the following shall be included: 2.2.2.1 Underlayment. A Class A fire rated roof underlayment tested according to ASTM E108, 72 lb. (32.7 kg) cap sheet complying with ASTM D3909, or a minimum 1-inch (25.4 mm) of mineral wool board or other noncombustible material be located between the roofing material and the wood framing or deck. If the sheathing consists of exterior fire retardant-treated wood, the underlayment shall not be required to comply with a Class A classification. 2.2.2.2 Birdstops shall be used at the eaves when the profile fits, to prevent debris at the eave. 2.2.2.3 Hip and Ridge caps shall be mudded in to prevent intrusion of fire or embers. 2.3 General Installation. The design and installation of the Eagle and Eaglelite Interlocking Concrete Roof Tiles shall be in accordance with Section 1507.3 of the CBC or Section 905.3 of the CRC, as applicable. 2.4 Attachment. Attachment of the concrete roof tiles shall be in accordance with CBC Sections 1507.3.7 and 1609.5 or CRC Section 905.3, as applicable. 2.5 Eagle and Eaglelite Interlocking Concrete Roof Tiles used on structures regulated by the Division of the State Architect, or the Office of Statewide Planning and Development are subject to installation provisions in CBC Section 1513. 2.6 This supplement expires concurrently with ER-1900. For additional information about this evaluation report please visit www.uniform-es.org or email at info@uniform-es.org Number: 1900 Originally Issued: 01/15/2016 Revised: 03/07/2023 Valid Through: 01/31/2026 Page 6 of 6 FLORIDA SUPPLEMENT EAGLE ROOFING PRODUCTS 3546 N. Riverside Avenue Rialto, CA 92377 www.eagleroofing.com CONCRETE ROOF TILES CSI Section: 07 32 16 Concrete Roof Tiles 1.0 RECOGNITION The Eagle and Eaglelite Interlocking Concrete Roof Tiles evaluated in IAPMO UES ER-1900 are satisfactory alternatives to the following codes and regulations: • 2020 Florida Building Code, Building (FBC, Building) • 2020 Florida Building Code, Residential (FBC, Residential) 2.0 LIMITATIONS Use of Eagle and Eaglelite Interlocking Concrete Roof Tiles evaluated in IAPMO UES ER-1900 and this supplement is subject to the following limitations: 2.1 Verification shall be provided that a quality assurance agency audits the manufacturers quality assurance program and audits the production quality of products, in accordance with Section (5)(d) of Florida Rule 61G20-3.008. The quality assurance agency shall be approved by the Commission (or the building official when the report holder does not possess an approval by the Commission). 2.2 Evaluation to the high-velocity hurricane zone provisions in Section 1512 of the FBC, Building and Chapter 44 of the FBC, Residential is beyond the scope of this report. 2.3 The installation of tile on a minimum 2 units vertical in 12 units horizontal (1.67 percent) is allowed by FRSA/TRI Florida High Wind Concrete and Clay installation manual for installations with a sealed roof underlayment system with a code approved adhesive. 2.4 This supplement expires concurrently with ER-1900. 3.0 PRODUCT USE The design and installation of the Eagle and Eaglelite Interlocking Concrete Roofing Tiles shall be in accordance with the 2018 International Building Code and the 2018 International Residential Code as noted in ER-1900. From FBC-Building Section 1507.3 and FBC-Residential Section R905.3 we see that the installation of the Eagle Roofing concrete roof tiles “shall be in accordance with the requirements of the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Seventh Edition where the Vasd is determined in accordance with” FBC, Building Section 1609.3.1, FBC, Residential Section R301.2.1.3, or the recommendations of RAS 118-20, 0119- 20, 120-20, and 127-20. Load combinations shall be in accordance with Sections 1605.2 or 1605.3 of the FBC, Building, as applicable. Design wind loads shall be in accordance with Section 1609.5 of the FBC, Building or Section R301.2.1 of the FBC, Residential, as applicable. For additional information about this evaluation report please visit www.uniform-es.org or email at info@uniform-es.org A Subsidiary of  0      000                     Most Widely Accepted and Trusted  ICC‐ES Report ESR‐1900 Reissued 03/2016 This report is subject to renewal 03/2017.  ICC‐ES | (800) 423‐6587 | (562) 699‐0543 | www.icc‐es.org 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 © 2016 ICC Evaluation Service, LLC. All rights reserved. “2014 Recipient of Prestigious Western States Seismic Policy Council  (WSSPC) Award in Excellence”  Look for the trusted marks of Conformity!   DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION  SECTION: 07 32 16—CONCRETE ROOF TILES    REPORT HOLDER:   EAGLE ROOFING PRODUCTS,   A DIVISION OF BURLINGAME INDUSTRIES, INC.       3546 NORTH RIVERSIDE AVENUE  RIALTO, CALIFORNIA 92377  EVALUATION SUBJECT:    EAGLE® AND EAGLELITE® INTERLOCKING CONCRETE ROOFING TILES: CAPISTRANO,  MALIBU, BEL AIR, ESTATE, DOUBLE EAGLE BEL AIR, PONDEROSA, DOUBLE EAGLE  PONDEROSA, GOLDEN EAGLE, ARTISAN AND TAPERED ARTISAN  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 © 2016 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 4 1000 ICC-ES Evaluation Report ESR-1900 Reissued March 2016 This report is subject to renewal March 2017. 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 32 16—Concrete Roof Tiles REPORT HOLDER: EAGLE ROOFING PRODUCTS, A DIVISION OF BURLINGAME INDUSTRIES, INC. 3546 NORTH RIVERSIDE AVENUE RIALTO, CALIFORNIA 92377 (909) 822-6000 www.eagleroofing.com EVALUATION SUBJECT: EAGLE® AND EAGLELITE® INTERLOCKING CONCRETE ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR ESTATE, DOUBLE EAGLE BEL AIR, PONDEROSA, DOUBLE EAGLE PONDEROSA, GOLDEN EAGLE, ARTISAN AND TAPERED ARTISAN 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes:  2015, 2012 and 2009 International Building Code® (IBC)  2015, 2012 and 2009 International Residential Code® (IRC) Properties evaluated:  Fire classification  Weather resistance  Wind-uplift resistance 1.2 Evaluation to the following green code:  2013 California Green Building Standards Code (CALGreen), Title 24, Part 11 Attributes verified:  See Section 3.1 2.0 USES The Eagle® and Eaglelite® concrete roof tiles installed over solid sheathing are used as Class A roof coverings in accordance with IBC Section 1505.2 and IRC Section R902.1. 3.0 DESCRIPTION 3.1 Eagle® Tiles: These roof tiles are interlocking extruded concrete roof tiles composed of Type II portland cement, washed sand, and proprietary additives and comply with ASTM C1492. Mineral coloring oxides are mixed with the portland cement and water for through-color or for surface application following extrusion. All roof tiles are cured to reach required strength before shipment. Tiles are manufactured with 3/4-inch-wide (19 mm) interlocking sidelaps designed to resist surface water penetration and maintain proper alignment. All tiles have protruding head lugs on the underside, which provide for mechanical attachment over battens, or provide a stable foundation for nail attachment to solid decking. Two nail holes are provided for low profile tiles. Three nail holes are provided for medium and high profile tiles. Product designations, dimensions and installed dry weights are indicated in Table 1. Roof tile profiles are illustrated in Figure 1. The attributes of the Eagle® and Eaglelite® roof tiles have been verified as conforming to the provisions of CALGreen Section A5.406.1.2 for reduced maintenance. Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the project-specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. These codes or standards often provide supplemental information as guidance. 3.2 Eaglelite® Tiles: Eaglelite® tiles are produced in the same size, manner and shapes as the conventional-weight Eagle® tiles described in Section 3.1, except for substitution of lightweight aggregates and additives for sand. Product designations, dimensions and installed dry weights are indicated in Table 1. Roof tile profiles are illustrated in Figure 1. 4.0 INSTALLATION 4.1 General: Installation of the Eagle® and Eaglelite® concrete roof tiles must be in accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, dated March 2010, published by the Tile Roofing Institute and Western States Roofing Contractors Association (hereinafter referred to as the TRI/WSRCA installation manual), except as otherwise noted in this report. This report and the TRI/WSRCA installation manual must be available at the jobsite at all times during installation. The minimum roof slope on which the roof tiles are installed must be 21/2:12 (20.83%). Care must be taken during field installation to ensure that horizontal joints are kept parallel to the eave and vertical joints are at right angles to the eave in order to ensure uniform contact between the tiles and proper fit. All cracked and broken roof tiles must be replaced. Underlayment must comply with and be installed ESR-1900 | Most Widely Accepted and Trusted Page 2 of 4 in accordance with IBC Section 1507.3.3 or IRC Section R905.3.3, as applicable. 4.2 Adhesive Set Systems: The roof tiles may be installed with roof tile adhesives that are recognized in a current ICC-ES evaluation report for use in concrete roofing tile applications. Installation of tiles using these adhesive set systems must be in accordance with the adhesive manufacturer’s ICC-ES evaluation report. 4.3 Fire Classification: When installed in accordance with this report, the Eagle® and Eaglelite® concrete roof tiles are Class A roof coverings in accordance with IBC Section 1505.2 and IRC Section R902.1. When roof tiles are installed with a roof tile adhesive, installation must be in accordance with ESR-1709. 4.4 Wind Resistance: 4.4.1 2015 IBC, 2015 IRC and 2012 IBC: For ultimate design wind speeds (Vult) of 130 mph (209 km/h) or less and mean roof heights of 60 feet (18.3 m) or less for the IBC or 40 feet (12.2 m) or less for the IRC, tiles must be installed in accordance with the prescriptive parameters of IBC Table 1507.3.7 or IRC Section R905.3.7, as applicable. 4.4.2 2012 IRC: For basic wind speeds of 100 mph (161 km/h) or less and mean roof heights of 40 feet (12.2 m) or less, tiles must be installed in accordance with the prescriptive parameters of Section R905.3.7 of the IRC. 4.4.3 2009 IBC and IRC: For basic wind speeds (3-second gust) of 100 mph (161 (kmh) or less and mean roof heights of 60 feet (18 288 mm) or less for the IBC or 40 feet (12 192 mm) or less for the IRC, tiles must be installed in accordance with the prescriptive parameters of Table 1507.3.7 of the IBC or Section R905.3.7 of the IRC, as applicable. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed to withstand the aerodynamic wind uplift moment in accordance with the section on Design Considerations for High Wind Applications in Appendix B of the TRI/WSRCA installation manual. The generic required aerodynamic uplift moment, determined in accordance with Tables 5A through 6D of the TRI/WSRCA installation manual, must be multiplied by the tile factor ratio in Table 2 of this report to obtain the required aerodynamic uplift moment for the specific roof tile being installed. The allowable aerodynamic uplift moment for the roof tile fastening system selected from Table 7A of the TRI/WSRCA installation manual, must be equal to or greater than the required aerodynamic uplift moment for the specific roof tile being installed. 4.5 Reroofing: Eagle® and Eaglelite® tiles may be installed over existing asphalt shingles, provided the requirements set forth in IBC Section 1510 or IRC Section R907, as applicable, are met. Damaged or rusted flashing must be replaced. Existing framing must be adequate for the additional load. Structural data verifying adequacy must be submitted to the code official. The existing roof must be inspected in accordance with the requirements of the applicable code. The roof classification is as noted in Section 4.3. When reroofing wood shake roofs, existing shakes must be removed and solid decking and tile must be installed, as with new construction. When installation is over existing spaced sheathing boards, underlayment complying with the requirements of the applicable code or an underlayment recognized specifically for this type of use in an ICC-ES evaluation report, installed with or without battens, may be used. One layer of ASTM D226, Type II (No. 30) felt or approved equivalent underlayment must be installed on the roof prior to application of tile. Details not covered under this section are identical to those described in Section 4.1. 5.0 CONDITIONS OF USE The Eagle® and Eaglelite® concrete roof tiles described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The roof tiles must be installed in accordance with this report, the applicable code and the TRI/WSRCA installation manual, dated March 2010. In case of a conflict between the installation manual and this report, this report governs. 5.2 The roof decking and roof framing system must be designed for the appropriate loads determined in accordance with the applicable code. 5.3 The tiles are limited to installation on roofs with a slope of 60 degrees or less from horizontal. Exception: Installation on roof slopes exceeding 60 degrees from the horizontal require an approved wind clip on the bottom edge of each tile in addition to two fasteners per tile. 5.4 The Eagle® and Eaglelite® concrete tiles are produced at the manufacturing facilities specified in Table 1 under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Clay and Concrete Roof Tiles (AC180), dated February 2012 (Editorially revised April 2015). 7.0 IDENTIFICATION Each Eagle field tile is imprinted with the EAGLE logo (see Figure 2). Tiles produced at the Sumterville, Florida, plant have the EAGLE logo and “FLORIDA” (see Figure 3) imprinted on each field tile. Each Eaglelite tile is identified by the product name “Eaglelite” on a tag and a light- colored strip across the headlap area. Each shipping pallet must have a label bearing the Eagle Roofing Products name; the tile designation; manufacturing location and address; color; quantity of tiles per pallet; production date; installed weight; and the evaluation report number (ESR-1900). ESR-1900 | Most Widely Accepted and Trusted Page 3 of 4 TABLE 1—TILE DIMENSIONS, INSTALLED WEIGHTS AND MANUFACTURING FACILITIES TILE DESIGNATION PROFILE DIMENSIONS2 (inch) INSTALLED DRY WEIGHT1 (psf)MANUFACTURING FACILITYLENGTHWIDTHEagle®Eaglelite® 3 8 For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2. 1Installed dry weight is based on a 3-inch headlap. 2All dimensions are nominal. TABLE 2—TILE FACTORS AND TILE FACTOR RATIOS 3 1 Capistrano 1.463 1.040 Malibu 1.486 1.056 Bel Air, Estate, Double Eagle Bel Air, Ponderosa, Double Eagle Ponderosa, Golden Eagle, Artisan, Tapered Artisan 1.468 1.043 For SI: 1 inch = 25.4 mm 1Tile factor ratio = Tile factor / Base tile factor of 1.407 ft3. See Section 4.4.3 of this report and Appendix B of the TRI/WSRCA installation manual for additional details. ESR-1900 | Most Widely Accepted and Trusted Page 4 of 4 10” 10 1/2” 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 © 2016 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 1 1000 ICC-ES Evaluation Report ESR-1900 CBC and CRC Supplement Reissued March 2016 This report is subject to renewal on March 2017. 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 32 16—Concrete Roof Tiles REPORT HOLDER: EAGLE ROOFING PRODUCTS, A DIVISION OF BURLINGAME INDUSTRIES, INC. 3546 NORTH RIVERSIDE AVENUE RIALTO, CALIFORNIA 92377 (909) 822-6000 www.eagleroofing.com EVALUATION SUBJECT: EAGLE® AND EAGLELITE® INTERLOCKING CONCRETE ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR, ESTATE, DOUBLE EAGLE BEL AIR, PONDEROSA, DOUBLE EAGLE PONDEROSA, GOLDEN EAGLE ARTISAN AND TAPERED ARTISAN. 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Eagle® and EagleLite® Interlocking Concrete Roof Tiles, recognized in ICC-ES master evaluation report ESR-1900, have also been evaluated for compliance with the codes noted below. Applicable code editions:  2013 California Building Code (CBC)  2013 California Residential Code (CRC) 2.0 CONCLUSIONS 2.1 CBC: The Eagle® and EagleLite® Interlocking Concrete Roof Tiles described in the master report, ESR-1900, may be used where a Class A roof covering complying with CBC Section 1505.1.1, a Class B roof covering complying with CBC Section 1505.1.2, or a Class C roof covering complying with CBC Section 1505.1.3 is required, provided installation is in accordance with the master report and the additional requirements of CBC Sections 1507.3.10 and 1512. The roof tiles may be used in the construction of new buildings located in a Fire Hazard Severity Zone within State Responsibility Areas or any Wildland-Urban Interface Fire Area, provided installation is in accordance with the master report and the additional requirements of CBC Sections 701A.3 and 705A. 2.2 CRC: The Eagle® and EagleLite® Interlocking Concrete Roof Tiles described in the master report, ESR-1900, may be used where a Class A roof covering complying with CRC Section R902.1.1, a Class B roof covering complying with CRC Section R902.1.2, or a Class C roof covering complying with CRC Section R902.1.3 is required, provided installation is in accordance with the master report and the additional requirements of CRC Section R905.3. The roof tiles may be used in the construction of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or Wildland–Urban Interface Fire Area, provided installation is in accordance with the master report and the additional requirements of Sections R327.1.3.1 and R327.5 of the CRC. The products recognized in this supplement have not been evaluated for compliance with the International Wildland–Urban Interface Code®. This supplement expires concurrently with the master report, reissued March 2016. 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 © 2016 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 1 1000 ICC-ES Evaluation Report ESR-1900 FBC Supplement Reissued March 2016 This report is subject to renewal March 2017. 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 32 16—Concrete Roof Tiles REPORT HOLDER: EAGLE ROOFING PRODUCTS, A DIVISION OF BURLINGAME INDUSTRIES, INC. 3546 NORTH RIVERSIDE AVENUE RIALTO, CALIFORNIA 92377 (909) 822-6000 www.eagleroofing.com EVALUATION SUBJECT: EAGLE® AND EAGLELITE® INTERLOCKING CONCRETE ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR, ESTATE, DOUBLE EAGLE BEL AIR, PONDEROSA, DOUBLE EAGLE PONDEROSA, GOLDEN EAGLE, ARTISAN AND TAPERED ARTISAN. 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Eagle® and EagleLite® Interlocking Concrete Roof Tiles, recognized in ICC-ES master evaluation report ESR-1900, have also been evaluated for compliance with the codes noted below. Applicable code editions:  2010 Florida Building Code—Building  2010 Florida Building Code—Residential 2.0 CONCLUSIONS The Eagle® and EagleLite® Interlocking Concrete Roof Tiles described in Sections 2.0 through 7.0 of in the master report ESR-1900 comply with the 2010 Florida Building Code—Building and the 2010 Florida Building Code—Residential, provided the design and installation are in accordance with the International Building Code® provisions noted in the master report, and the following condition applies: The Eagle® and EagleLite® Interlocking concrete roof tiles must be installed in accordance with the recommendations of the FRSA/TRI 07320 Installation Manual with the nominal design wind speed (Vasd) determined in accordance with Section 1609.3 of the 2010 Florida Building Code—Building. Use of the concrete roof tiles described in the master evaluation report for compliance with the High Velocity Hurricane Zone provisions of the 2010 Florida Building Code—Building, and the 2010 Florida Building Code—Residential has not been evaluated and is outside the scope of this supplement. For products falling under Florida Rule 9N-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 master report, reissued March 2016. 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 © 2014 Page 1 of 4 1000 ICC-ES Evaluation Report ESR-1900* Reissued February 2014 This report is subject to renewal March 1, 2016. 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 32 16—Concrete Roof Tiles REPORT HOLDER: EAGLE ROOFING PRODUCTS, A DIVISION OF BURLINGAME INDUSTRIES, INC. 3546 NORTH RIVERSIDE AVENUE RIALTO, CALIFORNIA 92377 (909) 822-6000 www.eagleroofing.com EVALUATION SUBJECT: EAGLE® AND EAGLELITE® INTERLOCKING CONCRETE ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR ESTATE, DOUBLE EAGLE BEL AIR, PONDEROSA, DOUBLE EAGLE PONDEROSA, GOLDEN EAGLE, ARTISAN AND TAPERED ARTISAN 1.0 EVALUATION SCOPE Compliance with the following codes:  2012 and 2009 International Building Code® (IBC)  2012 and 2009 International Residential Code® (IRC) Properties evaluated:  Fire classification  Weather resistance  Wind-uplift resistance 2.0 USES The Eagle® and Eaglelite® concrete roof tiles installed over solid sheathing are used as Class A roof coverings in accordance with IBC Section 1505.2 and IRC Section R902.1. 3.0 DESCRIPTION 3.1 Eagle® Tiles: These roof tiles are interlocking extruded concrete roof tiles composed of Type II portland cement, washed sand, and proprietary additives and comply with ASTM C1492. Mineral coloring oxides are mixed with the portland cement and water for through-color or for surface application following extrusion. All roof tiles are cured to reach required strength before shipment. Tiles are manufactured with 3/4-inch-wide (19 mm) interlocking sidelaps designed to resist surface water penetration and maintain proper alignment. All tiles have protruding head lugs on the underside, which provide for mechanical attachment over battens, or provide a stable foundation for nail attachment to solid decking. Two nail holes are provided for low profile tiles. Three nail holes are provided for medium and high profile tiles. Product designations, dimensions and installed dry weights are indicated in Table 1. Roof tile profiles are illustrated in Figure 1. 3.2 Eaglelite® Tiles: Eaglelite® tiles are produced in the same size, manner and shapes as the conventional-weight Eagle® tiles described in Section 3.1, except for substitution of lightweight aggregates and additives for sand. Product designations, dimensions and installed dry weights are indicated in Table 1. Roof tile profiles are illustrated in Figure 1. 4.0 INSTALLATION 4.1 General: Installation of the Eagle® and Eaglelite® concrete roof tiles must be in accordance with the Concrete and Clay Roof Tile Installation Manual for Moderate Climate Regions, dated March 2010, published by the Tile Roofing Institute and Western States Roofing Contractors Association (hereinafter referred to as the TRI/WSRCA installation manual), and recognized in ICC-ES ESR-2015P, except as otherwise noted in this report. This report and the TRI/WSRCA installation manual must be available at the jobsite at all times during installation. The minimum roof slope on which the roof tiles are installed must be 21/2:12 (20.83%). Care must be taken during field installation to ensure that horizontal joints are kept parallel to the eave and vertical joints are at right angles to the eave in order to ensure uniform contact between the tiles and proper fit. All cracked and broken roof tiles must be replaced. Underlayment must comply with and be installed in accordance with IBC Section 1507.3.3 or IRC Section R905.3.3, as applicable. 4.2 Adhesive Set Systems: The roof tiles may be installed with roof tile adhesives that are recognized in a current ICC-ES evaluation report for use in concrete roofing tile applications. Installation of tiles using these adhesive set systems must be in accordance with the adhesive manufacturer’s ICC-ES evaluation report. 4.3 Fire Classification: When installed in accordance with this report, the Eagle® and Eaglelite® concrete roof tiles are Class A roof coverings in accordance with IBC Section 1505.2 and IRC *Revised June 2014 ESR-1900 | Most Widely Accepted and Trusted Page 2 of 4 Section R902.1. When roof tiles are installed with a roof tile adhesive, installation must be in accordance with ESR-1709. 4.4 Wind Resistance: 4.4.1 2012 IBC: For ultimate design wind speeds (Vult) of 130 mph (209 km/h) or less and mean roof heights of 60 feet (18.3 m) or less, tiles must be installed in accordance with the prescriptive parameters of Table 1507.3.7 of the IBC. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed in accordance with Figure 1 of ESR-2015P, Design Considerations for High Wind Applications Under the 2012 IBC and IRC (ASCE 7-10). 4.4.2 2012 IRC: For basic wind speeds of 100 mph (161 km/h) or less and mean roof heights of 40 feet (12.2 m) or less, tiles must be installed in accordance with the prescriptive parameters of Section R905.3.7 of the IRC. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed in accordance with Figure 1 of ESR-2015P, Design Considerations for High Wind Applications Under the 2012 IBC and IRC (ASCE 7-10). 4.4.3 2009 IBC and IRC: For basic wind speeds (3-second gust) of 100 mph (161 (kmh) or less and mean roof heights of 60 feet (18 288 mm) or less for the IBC or 40 feet (12 192 mm) or less for the IRC, tiles must be installed in accordance with the prescriptive parameters of Table 1507.3.7 of the IBC or Section R905.3.7 of the IRC, as applicable. For applications beyond these prescriptive parameters, the tiles and the fastening systems must be designed to withstand the aerodynamic wind uplift moment in accordance with the section on Design Considerations for High Wind Applications in Appendix B of the TRI/WSRCA installation manual (ESR-2015P). The generic required aerodynamic uplift moment, determined in accordance with Tables 5A through 6D of the TRI/WSRCA installation manual, must be multiplied by the tile factor ratio in Table 2 of this report to obtain the required aerodynamic uplift moment for the specific roof tile being installed. The allowable aerodynamic uplift moment for the roof tile fastening system selected from Table 7A of the TRI/WSRCA installation manual, must be equal to or greater than the required aerodynamic uplift moment for the specific roof tile being installed. 4.5 Reroofing: Eagle® and Eaglelite® tiles may be installed over existing asphalt shingles, provided the requirements set forth in IBC Section 1510 or IRC Section R907, as applicable, are met. Damaged or rusted flashing must be replaced. Existing framing must be adequate for the additional load. Structural data verifying adequacy must be submitted to the code official. The existing roof must be inspected in accordance with the requirements of the applicable code. The roof classification is as noted in Section 4.3. When reroofing wood shake roofs, existing shakes must be removed and solid decking and tile must be installed, as with new construction. When installation is over existing spaced sheathing boards, underlayment complying with the requirements of the applicable code or an underlayment recognized specifically for this type of use in an ICC-ES evaluation report, installed with or without battens, may be used. One layer of ASTM D226, Type II (No. 30) felt or approved equivalent underlayment must be installed on the roof prior to application of tile. Details not covered under this section are identical to those described in Section 4.1. 5.0 CONDITIONS OF USE The Eagle® and Eaglelite® concrete roof tiles described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The roof tiles must be installed in accordance with this report, the applicable code and the TRI/WSRCA installation manual (ESR-2015P). In case of a conflict between the installation manual and this report, this report governs. 5.2 The roof decking and roof framing system must be designed for the appropriate loads determined in accordance with the applicable code. 5.3 The tiles are limited to installation on roofs with a slope of 60 degrees or less from horizontal. Exception: Installation on roof slopes exceeding 60 degrees from the horizontal require an approved wind clip on the bottom edge of each tile in addition to two fasteners per tile. 5.4 The Eagle® and Eaglelite® concrete tiles are produced at the manufacturing facilities specified in Table 1 under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC-ES Acceptance Criteria for Clay and Concrete Roof Tiles (AC180), dated February 2012. 7.0 IDENTIFICATION Each Eagle field tile is imprinted with the EAGLE logo (see Figure 2). Tiles produced at the Sumterville, Florida, plant have the EAGLE logo and “FLORIDA” (see Figure 3) imprinted on each field tile. Each Eaglelite tile is identified by the product name “Eaglelite” on a tag and a light- colored strip across the headlap area. Each shipping pallet must have a label bearing the Eagle Roofing Products name; the tile designation; manufacturing location and address; color; quantity of tiles per pallet; production date; installed weight; and the evaluation report number (ESR-1900). ESR-1900 | Most Widely Accepted and Trusted Page 3 of 4 TABLE 1—TILE DIMENSIONS, INSTALLED WEIGHTS AND MANUFACTURING FACILITIES TILE DESIGNATION PROFILE DIMENSIONS2 (inch) INSTALLED DRY WEIGHT1 (psf) MANUFACTURING FACILITY LENGTH WIDTH Eagle® Eaglelite® Capistrano High 17 123/8 8.8 --- Sumterville, Florida 9.0 5.7 Rialto & Stockton, California 9.0 --- Phoenix, Arizona Malibu Medium 7.7 --- Sumterville, Florida 9.03 5.5 Rialto & Stockton, California 9.03 --- Phoenix, Arizona Bel Air, Estate, Double Eagle Bel Air, Ponderosa, Double Eagle Ponderosa, Golden Eagle, Artisan and Tapered Artisan Flat (Low) 9.7 --- Phoenix, Arizona & Sumterville, Florida 9.7 7. 2 Rialto & Stockton, California For SI: 1 inch = 25.4 mm, 1 psf = 4.88 kg/m2. 1Installed dry weight is based on a 3-inch headlap. 2All dimensions are nominal. TABLE 2—TILE FACTORS AND TILE FACTOR RATIOS TILE DISIGNATION TILE FACTOR (ft3) TILE FACTOR RATIO1 Capistrano 1.463 1.040 Malibu 1.486 1.056 Bel Air, Estate, Double Eagle Bel Air, Ponderosa, Double Eagle Ponderosa, Golden Eagle, Artisan, Tapered Artisan 1.468 1.043 For SI: 1 inch = 25.4 mm 1Tile factor ratio = Tile factor / Base tile factor of 1.407 ft3. See Section 4.4.3 of this report and Appendix B of the TRI/WSRCA installation manual for additional details. ESR-1900 | Most Widely Accepted and Trusted Page 4 of 4 10” 10 1/2” 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 © 2014 Page 1 of 1 1000 ICC-ES Evaluation Report ESR-1900 CBC and CRC Supplement* Reissued February 2014 This report is subject to renewal on March 1, 2016. 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 32 16—Concrete Roof Tiles REPORT HOLDER: EAGLE ROOFING PRODUCTS, A DIVISION OF BURLINGAME INDUSTRIES, INC. 3546 NORTH RIVERSIDE AVENUE RIALTO, CALIFORNIA 92377 (909) 822-6000 www.eagleroofing.com EVALUATION SUBJECT: EAGLE® AND EAGLELITE® INTERLOCKING CONCRETE ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR, ESTATE, DOUBLE EAGLE BEL AIR, PONDEROSA, DOUBLE EAGLE PONDEROSA, GOLDEN EAGLE ARTISAN AND TAPERED ARTISAN. 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Eagle® and EagleLite® Interlocking Concrete Roof Tiles, recognized in ICC-ES master evaluation report ESR-1900, have also been evaluated for compliance with the codes noted below. Applicable code editions:  2013 California Building Code (CBC)  2013 California Residential Code (CRC) 2.0 CONCLUSIONS 2.1 CBC: The Eagle® and EagleLite® Interlocking Concrete Roof Tiles described in the master report, ESR-1900, may be used where a Class A roof covering complying with CBC Section 1505.1.1, a Class B roof covering complying with CBC Section 1505.1.2, or a Class C roof covering complying with CBC Section 1505.1.3 is required, provided installation is in accordance with the master report and the additional requirements of CBC Sections 1507.3.10 and 1512. The roof tiles may be used in the construction of new buildings located in a Fire Hazard Severity Zone within State Responsibility Areas or any Wildland-Urban Interface Fire Area, provided installation is in accordance with the master report and the additional requirements of CBC Sections 701A.3 and 705A. 2.2 CRC: The Eagle® and EagleLite® Interlocking Concrete Roof Tiles described in the master report, ESR-1900, may be used where a Class A roof covering complying with CRC Section R902.1.1, a Class B roof covering complying with CRC Section R902.1.2, or a Class C roof covering complying with CRC Section R902.1.3 is required, provided installation is in accordance with the master report and the additional requirements of CRC Section R905.3. The roof tiles may be used in the construction of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or Wildland–Urban Interface Fire Area, provided installation is in accordance with the master report and the additional requirements of Sections R327.1.3.1 and R327.5 of the CRC. The products recognized in this supplement have not been evaluated for compliance with the International Wildland–Urban Interface Code®. This supplement expires concurrently with the master report reissued February 2014, revised June 2014. *Revised June 2014 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 © 2014 Page 1 of 1 1000 ICC-ES Evaluation Report ESR-1900 FBC Supplement* Reissued February 2014 This report is subject to renewal March 1, 2016. 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 32 16—Concrete Roof Tiles REPORT HOLDER: EAGLE ROOFING PRODUCTS, A DIVISION OF BURLINGAME INDUSTRIES, INC. 3546 NORTH RIVERSIDE AVENUE RIALTO, CALIFORNIA 92377 (909) 822-6000 www.eagleroofing.com EVALUATION SUBJECT: EAGLE® AND EAGLELITE® INTERLOCKING CONCRETE ROOFING TILES: CAPISTRANO, MALIBU, BEL AIR, ESTATE, DOUBLE EAGLE BEL AIR, PONDEROSA, DOUBLE EAGLE PONDEROSA, GOLDEN EAGLE, ARTISAN AND TAPERED ARTISAN. 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that the Eagle® and EagleLite® Interlocking Concrete Roof Tiles, recognized in ICC-ES master evaluation report ESR-1900, have also been evaluated for compliance with the codes noted below. Applicable code editions:  2010 Florida Building Code—Building  2010 Florida Building Code—Residential 2.0 CONCLUSIONS The Eagle® and EagleLite® Interlocking Concrete Roof Tiles described in Sections 2.0 through 7.0 of in the master report ESR-1900 comply with the 2010 Florida Building Code—Building and the 2010 Florida Building Code—Residential, provided the design and installation are in accordance with the International Building Code® provisions noted in the master report, and the following condition applies: The Eagle® and EagleLite® Interlocking concrete roof tiles must be installed in accordance with the recommendations of the FRSA/TRI 07320 Installation Manual with the nominal design wind speed (Vasd) determined in accordance with Section 1609.3 of the 2010 Florida Building Code—Building. Use of the concrete roof tiles described in the master evaluation report for compliance with the High Velocity Hurricane Zone provisions of the 2010 Florida Building Code—Building, and the 2010 Florida Building Code—Residential has not been evaluated and is outside the scope of this supplement. For products falling under Florida Rule 9N-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 master report reissued February 2014, revised June 2014. *Revised June 2014