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HomeMy WebLinkAboutX2022-0846 - Alternative Material & MethodsX aoaA - oBNb o��W�POR CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT t BUILDING DIVISION c °" r.af 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 9265"915 itro r+N�>" wwwUewoorf eachca.a0v 1 (949) 644-3200 =i CASE NO.: � In .o a1 ❑ REQUEST FOR MODIFICATION TO PROVISIONS OF TITLE 9 (FIRE CODE) OR TITLE 16 (BUILDING CODE) OF THE NEWPORT BEACH MUNICIPAL CODE (See Reverse for Basis for Approval) (Fee$291) ❑X REQUEST FOR ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION (See Reverse for Basis for Approval) (Fee $291) For above requests, complete Sections 1, 2 & 3 below by printing in ink or typing. JOB ADDRESS: FOR STAFF Check # Use of Building 7. - r # of Units Project Status Construction Type Verified by No. of Items Fee due DISTRIBUTION: ❑ Owner ❑ Plan Check ❑ Petitioner ❑ Inspector ❑ Fire ❑ Other PETITIONER: SITE ADDRESSi 1307 Sussex Lane Petitioner William Ho7malhalch Archilecls Owner Michael Manning fPelrlonerro be arehlei Or englan.0 Address 20151 6W Birch Slreal, Suite 150 Address 300 Newport Center Drive, Suite 300 Newport Beach, CA Zip 92660 Newpad Beach, CA Zip oaeeo Daytime Phone (949 ) 2504200 Daytime Phone (949) 2600607 Emi bill®whalnacom 1) Residence is CODE SECTIONS: 2019 CRC Seclion R310 Position A¢hilect CA Professional Lic. It C12920 Date: 5-31-22 FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with: A.CBC 104.11ICFC 104.9 ❑ CSC 104.10/1 104.8 (Alternate materials & methods) (CBC Modification) ❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved ❑ Written Comments Attached By: Dale ,,em�ss Request (DOE DOES NOT sen any fire protection requirements. 6Request (DOES DES ssen the structural integrity The Request is: Granted ❑ Dented (See reverse for appeal Information) ❑ Granted (Ratification required) Conditions of Approval: , as Signature _ PositionOats CHIEF BU',LpING bf°FICIAL JUN 3 211,Print Name Ir APPEAL OF DIVISION ACTION TO THE BUILDING BOARD OF APPEALS (See Reverse) (Signature, statement of owneror applicant�e t o easo�g footapp9Bl,�1p filing fees are required.) CASHIER RECEIPT NUMBER: //alv�^-J G�JLt 1610 Farmslmodif 07/01121 F — -I 4'-8ll 101 L J 333 I I I GARAGE CLEARANCE = 22'-0" WIDE X 22'-0" DEEP I 2 BAY GARAGE 10-0" CLG. I 0 101 0 i� 005 410 1 $p H I I HEZN4lRL/AL H� 1 * C-12920 * 1 04-30-2023 L LP;, RENEWAL �Q- DATE O�� r _ J PC L J 101 16'-0" x B-0" SECT. GAR. 101 FLOOR PLAN KEY NOTES 101 GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC BY MEANS OF A MIN. 5/8" TYPE X GYPSUM WALLBOARD APPLIED TO THE GARAGE SIDE PER C.R.C. SECTION R302.7. 104 ONE -HOUR FIRE -RESISTANCE PROTECTION FOR FLOOR TRUSSES PER I.C.C. # ESR-1153 - ASSEMBLY B (SEE DETAIL 25/D1.1) AND ROOF TRUSSES PER C.B.C. TABLE 721.1(3) ITEM 21-1.1 (SEE DETAIL 26/D1.1) PROVIDE A MIN. OF 2 LAYERS OF 5/8" TYPE X GYPSUM WALLBOARD AT GARAGE CEILING. FOR ADDITIONAL NOTES AND INFORMATION, SEE CONSTRUCTION DOCUMENT SHEET NO. A1.1, A1.2, A1.3.1 & A1.4.1 REVISION: PROVIDE 1 HOUR FIRE ASSEMBLY BETWEEN GARAGE & BEDROOM 3 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA MEMO NO.: 001.0 1307 Sussex Lane Newport Beach, CA Michael Manning 20151 SW Birch St., Newport Beach, CA ARCHITECTS PLANNERS DESIGNERS VvRk- DRANGECGUNTY LOSANGELES EAYAREA SCALE : 1/4"=1'-D" PHASE: JOBNO.: 2021347 DATE: 05/31/2022 LINEN / AV 11458 ----- -v - 8' D" 111 6B 611 401 334 2040 MT329 -----_ T IT - J 6080 BI-PASS 2680 722' 52 4-17 UO BAT l FX 94"CLG. BEDROOM 3 U9'-7" '�m ED CLG. - a we 61-�111 2 o y D_ 80 �� 1 H H ALCH 1' 611 - _ _—__ ___ * 0-12920 F 2040 CSMT 04-30.2023 (P R D ENEWALa�Q TEMP. GL. oFCA��F�e EDO EUPI © I EGRESS WINDOWO F I _ 1 I T LINE OF FINISHED EAVE J 4'-52" 4'-521 _ 8 11 2-11- 2 2 -4 1-9 1-9 _ 2 -8 -7- 22 FLOOR PLAN KEY NOTES 411 LINE OF FLOOR BELOW FOR ADDITIONAL NOTES AND INFORMATION, SEE CONSTRUCTION DOCUMENT SHEET NO. A1.2 REVISION: PROVIDE 1 HOUR FIRE ASSEMBLY BETWEEN GARAGE & BEDROOM 3 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA MEMO NO.: 001.1 1307 Sussex Lane ARCHITECTS. PLANNERS. DESIGNERS SCALE : 1/4"=1'-011 Newport Beach, CA PHASE: - VWA JOB NO.: 2021347 Michael Manning DATE: 05/31/2022 20151 SW Birch St., Newport Beach, CA ORANGECOUNTY . LOSANGELES . BAYAREA 1 1' 6" 31442" 101 BEDROOM 3 2 BAY GARAGE 104 SECTION KEYNOTES 101 GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 5/8" TYPE X GYPSUM WALLBOARD APPLIED TO THE GARAGE SIDE PER C.R.C. SECTION R302.7. 104 ONE HOUR FIRE -RESISTANCE PROTECTION FOR FLOOR TRUSSES PER I.C.C. # ESR-1153 - ASSEMBLY B (SEE DETAIL 25/D1.1) AND ROOF TRUSSES PER C.B.C. TABLE 721.1(3) ITEM 21-1.1 (SEE DETAIL 26/D1.1) PROVIDE A MIN, OF 2 LAYERS OF 5/8" TYPE X GYPSUM WALLBOARD AT GARAGE CEILING. LAUD FOR ADDITIONAL NOTES AND INFORMATION, SEE CONSTRUCTION DOCUMENT SHEET NO, A1.3.1 REVISION: PROVIDE 1 HOUR FIRE ASSEMBLY BETWEEN GARAGE & BEDROOM 3 (D 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dha WHA MEMO NO.: 001.2 1307 Sussex Lane Newport Beach, CA Michael Manning 20151 SW Birch St., Newport Beach, CA ARCHITECTS PLANNERS. DESIGNERS VVIA ORANGECOONT LOSANGELES . BAYAREA SCALE : 1/4"=1'-0" PHASE: - JOB NO.: 2021347 DATE: 05/31/2022 11141„ MATERIAL FIRE TEST: I.C.C.# ESR-1153 - ASSEMBLY B SOUND TEST: NOT REQUIRED FRAMING: TJI JOISTS OR OPEN -WEB TRUSSES SPACED AT 24" O.C. MAX. SEE STRUCTURAL DRAWINGS FOR SPACING/ADD'L REQUIREMENTS. FLOOR SHEATHING: 48/24 SPANRATED. TOUNGE-AND- GROOVE SHEATHING (EXPOSURE 1) INTERIOR FINISH MATERIAL: TWO LAYERS 1/2" TYPE 'X' GYPSUM BOARD COMPLYING WITH ASTM C 36. ATTACH BASE LAYER TO THE RESILIENT CHANNELS USING 1" LONG, TYPE S SCREWS AT 12" O.C. FACE LAYER MUST BE INSTALLED WITH THE JOINTS STAGGERED FROM THE BASE LAYER AND ATTACHED USING 1 5/8' LONG, TYPE S SCREWS AT 12" O.C. MAX. IN THE FEILD AND 8" O.C. AT THE BUTT JOINTS, TYPE G SCREWS, 1 1 /2" LONG MUST BE SPACED 8" 6 C. AND 6" FROM EACH SIDE OF THE BUTT JOINTS OF THE SECOND LAYER. THE SECOND LAYER MUST BE FINISHED WITH JOINT TAPE AND COMPOUND. INSULATION: PER TITLE 24 REPORT ONE- HOUR FLOOR/CEILING 1H—FC3 1 1/2"=1'—Q" 25 C�12D$D f71r 04-30.2023 /) FOR ADDITIONAL NOTES AND INFORMATION, SEE CONSTRUCTION DOCUMENT SHEET NO. A1.3.1 REVISION: PROVIDE 1 HOUR FIRE ASSEMBLY BETWEEN GARAGE & BEDROOM 3 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA MEMO NO.: 001.3 1307 Sussex Lane Newport Beach, CA Michael Manning 20151 SW Birch St., Newport Beach, CA ARCHITECTS PLANNERS. DESIGNERS VWA GRANGELDUNT' LOSANGELES . BAVAREA SCALE : 1/4"=1'-0" PHASE: JOB NO.: 2021347 DATE: 05/31/2022 G i MATERIAL ,,, FIRE TEST: C.B.C. TABLE 721.1(3) ITEM 21-1.1 SOUND TEST: NOT REQUIRED FRAMING: ROOF TRUSSES OR WOOD JOISTS SPACED AT 24" O.C. MAX. SEE STRUCTURAL DRAWINGS FOR SPACING/ADDITIONAL REQUIREMENTS. ROOF SHEATHING: WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE APPLIED AT RIGHT ANGLES TO TOP OF TRUSS WITH 8d NAILS. PANEL THICKNESS PER STRUCTURAL DRAWINGS —NOT LESS THAN 1/2° NOR LESS THAN REQUIRED BY CHAPTER 23. INTERIOR FINISH MATERIAL: BASE LAYER 5/8" TYPE Y GYPSUM BOARD APPLIED AT RIGHT ANGLES TO TRUSS OR JOIST WITH ATE BACK ON EITHER SIDE OF FACE LAYER END JOINTS, 12" O.C. INSULATION: PER T-24 ONE -HOUR ROOF/CEILING 1H—RC1 1 1/2"=1 —G' FOR ADDITIONAL NOTES AND INFORMATION, SEE CONSTRUCTION DOCUMENT SHEET NO. A1.3.1 REVISION: PROVIDE 1 HOUR FIRE ASSEMBLY BETWEEN GARAGE & BEDROOM 3 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA MEMO NO.: 001.4 1307 Sussex Lane Newport Beach, CA Michael Manning 20151 SW Birch St., Newport Beach, CA ARCHITECTS PLANNERS. DESIGNERS WRk GRANGECOUNT! LGSANGELES SAYAREA SCALE : 1/4"=1'-0" PHASE: - JOB NO.: 2021347 DATE: 05/31/2022