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HomeMy WebLinkAboutX2021-2213 - Alternative Material & Methodsq�b �pORT, o @� qo CASE NO.: CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newoortbeachca oov 1 (949) 644-3200 ❑ REQUEST FOR MODIFICATION TO PROVISIONS OF TITLE 9 (FIRE CODE) OR TITLE 15 (BUILDING CODE) OF THE NEWPORT BEACH MUNICIPAL CODE �((S(See Reverse for Basis for Approval) (Fee $284) u REQUEST FOR ALTERNATE MATERIAL OR METHOD OF CONSTRUCTION (See Reverse for Basis for Approval) (Fee $284) For above requests, complete Sections 1, 2 & 3 below by printing in ink or typing. JOB ADDRESS: SITE ADDRESSi .7 A yvnrLEJ '3" 'r CCWA 9fu Owner 4L1 5N-r&Cl F Address 3R 2cic�s �3Cy,� 7JE— 1'62 zip Z 6 2� Daytime Phone ('Zi I) Zi 6 — 2C> We IS OF 6 4 Cal FOR STAFF USE ONLY Plan Check # 40 -f+21 # of Stones F:�c^Ir:v be„ e4- Use of BuildingLi' # of Units Project Status Al r_ Construction Type 0> Verified by � No. of Items Fee due DISTRIBU ION: ❑ Owner ❑ Plan Check ❑ Petitioner ❑ Inspector ❑ Fire ❑ Other PETITIONER: Petitioner /At Address u 36 5. S54L. �.5-+T� ZOi i mlwce� Q� Zips Daytime Phone (by ) Z YFSZ Email: CLI`e eg vP Cl15Ca Petitioners Position Signature CA Professional Lic. # I Date: FOR STAFF USE ONLY DEPARTMENT ACTION: In accordance with: ❑ CBC 104.111CFC 104.9 (Alternate materials & methods) ❑ Concurrence from Fire Code Official is required. ❑ Approved ❑ Disapproved By: Date ❑ Request (DOES) (DOES NOT) lessen any fire protection requirements. ❑ Request (DOES) (DOES NOT) lessen the structural integrity Granted (Ratification required) Of ❑ CBC 104.101CFC 104.8 (CBC Modification) ❑ Written Comments Attached El Denied (See reverse for appeal information) APPEAL OF DIVISION aCTION TO THE BUILDING BOARD OF APPEALS (See Reverse) (Signature, statement of own o applicant, Vats nt of reasonpor appeal and filing fees are required.) CASHIER RECEIPT NUMBER: `(l1f' IIV Il/J7 Formstmodif 02/25/21 SB 407 COMPLIANCE EFIE. ME IUL 1.20M, SB qW REpmRES REPLACEMENT OF ALL NONCOMPLMNT PLUMBING FIXTURES IN PROPERTIES BUILT ON OR BEFORE JAN 1, HIM WITH WATER -CONSERVING PLUMBING FIXTURES. 1. WATER CLOSETS SHALL NOT EXCEED 1,11 GALLONS PER FLUSH, ° R, SHOWERHEA08 GHALL HAVE A MAXIMUM FLOW RATE C F IR GALLONS PER MINUTE AT BOPBI, 9. ALL FAUCETS SHALL NOT EXCEED U GALLONS PER MINUTEAT 60 PSI. EXCEPTION KITCHEN FAUCETS SHALL NOT EXCEED 1.6 GALLONS PER MINUTE AT 60 PSI. Underside Rafter Nui Gutter. OQC " I ' Exterior wall Cladding Horimntal - SGRIt Saint x� G minge ENCLOSED EAVE DETAIL a sc .s. ROOF SPECIFICATION SLOPED ROOF SPECIFICATIONS G.B PRODUCTNAME: CLASSIC RIB ,�,qA��`8 MANUFACTURER: METALS 8 NUFACTURING TYPE:mCOpR�IF ICC-ESR: �l Q—_" OOF COLOR: ROOFA35 �g'ri�R BLACK A PLEASE REVIEWPLEASE REVIEW MANUFACTURER SHEET 3 9_ __ _____ (E) WING m utift I I I I I t— I I I I I nr— E- ------ (N)LOGGM 227 µM1 B H (E) FAMILY 295 Sq It g (E) DINING 32s wu Ar (E) HALL 148 eq It E) BATH 3 L UUNORY BS Rqn Bn II ICI `U (E) 3LCAR GARAGE SD2 AS It II I I I 10 W I I 1B D I —I---- J II I I II I I A I I I As 0 d O __ I° _______________ PROPOSED 1st FLOOR PLAN SCALE: 1/4" = Viiii ICI I (E) BEDROOM 4 194INS M1 I I I I I I I I I Dn 1B Ie: U VOIC 18 L-------------- ------------ PROPOSEDJ 2nd FLOOR PLAN SCALE: 1/4" = 11_0" WALLLEGEND O EXISTING 2X WALLS TO REMAIN -----j EXISTING 2X WALLS TO BE REMOVED ® 2X We STUDS@1V O.C. INTERIDS RUDE: 12THK.GYRBD,FINI6H, RARLRLE-PRDVIDE MOISTURE RESISTANIFTYPE Vr THK.OYP.00. SHEASILAICOUSUSED 'PROVIOEWTERIOR PLASTER FINISH MIN 71P THICKNESS OVER 2 LAYERS GRADED BUILDING PAPER (FELT) OVER PLYWOOD EHEATHING. 1 MR. FIRE RATED WALL: SKI WO. STUDS @ IV O.C. WITH EV TYPE'X' DYP. BD. FINISH ON BOTH SIDES. BATH 610 : PROVIDE 1@" GYP. SD. MOISTURE RESISTANT TYPE, 2X6 W0, STUDS ON PWMNNO WALL SIDE. GUARD RAIVSOLID LOW WALL: MIN. HT. 42'. SEE PLAN FOR TYPE. ® 2X INFILL WD. ei OF O.C. SAME FINISH AS UTILITY LEGEND O SMOKE DETECTOR(HAROWIRED WI BATTERYBACKUP) CARBON MONOXIDEBMOKE DETECTOR CONGO MAROW WED WI ® BATTERY BACKUP) O WAG o- I AM o- Ixmuunpx: mm 0 81'"ING 0 0 1NSIDllwwDGW 2 03 MDEMS ING O HEPDMASHING o- © NDVSEWpgP / N \ WINDOW FLASHING Aa SC ALE: N.T.S. NUNS, uat FuumoTx GR. r �BESEEIGpE9SY . MI. OUR wmrH'. 21' yr ii MCLR HEIGHr: zq° y MIN S. F.TOAL G.T&F. MAXSILL', j 44"4" H` IN SILL: 2 2 z iRl'�r1 E � FLGOR RNSHE 4MOE (WNFAE CCC11R5) sc .P TYPICAL EGRESSs. WINDOW A-s DOOR SCHEDULE-MASIERLIST- GOO scH ULE B jUrY 1-AINEL I ITEMPO'D IFIRRINHEIGHTIVINOTHUNDOM NAME O01 1 2066 GUgG bLI Efl Bp" qq E MABTEfl SEOfl N DECK B G02 1 2408 H NGEO E SO" 20' E M4STER ESTW E MASTER BA1H G02 16p0B OARAG BO° 162" E 3FSTi AG GDq 1 N SOBS GARAGE 60° 90' E SCgR GARAGE O6 1 N 3E6S "TICKET YEA I80 SB' E M OROO qTH OB N RING G GATE ..HLIN DO] 4060 1 N 4060 HINGEG ]2° .11ERIGR 4&" EXTERIOR MAE 1ALLGUSIUS W OOOeS SMALL BE BERPFBER HAS U+AtTQ3', WLY 0.3 AND Ems'. VAC 0C,(RISO SEE NOW ARGUES U) 2p0]R PANF1 pEBIGNiO BE DETERMINED BYDESIGNER/ OR ONNER(10..-N MATCH BOEING) B SOUD OR HOLLOW CORE TO BE pEFERWNEp BY OFSIGNFAJ OR OWNFA N.NO.-I E. FIREA9RO p00fl8.8EE pq) 4MMMAUEDBOORS TO BE I&B'SOLD CORE OR MIN. SIMON RATED, TO BE EOWPO WI SEICLOSIN2, SOUNATLHING HOR%mRE 55EEG1 FOR SECURITY ORDINANCE(YMFNMPLICABLE PER CRY TONIMGTORNWE01 I CONTRACTOR TO VEWEY FRAGT POUCH OPENING $IRE PRIOR TO ...IN. MOIEAm. 21E1' EMSII 44(N)=NAIL RI NEW CONSTRUCTION, IN a RETROFR/REPLACEMENT S("6LLWOE I SAVE W" WINDOW SCHEDULE - MISTER UST - WINDOW SO-Ni I ILE OTY BE GRPTON EO HEAD SILL GHT WOTH RO p 3 EDG b6 W02 3 q 98]6F% FI%ED GLA83 TES B9' 4' BO' 42' E p KING W03 1 R 193AFX FI%ED IA83 TE6 0 33 46" E MASTER BATH W9 1 R 2939F% FI% GLg66 TEb ]6 33" 45 3' MASTER BATH W05 1 R 209pbH SING H G YE6 BO 32" 4B" MAbTER BATH O6 1 RB04p%0 LE 6Lp NG YEB Bp" ir 12' 48" R' BEDROOM2 91 1 1 R 6049%O LEFT6LIDINO YES b0" U, I 4B ]2" E BEDROOMS INI(CARMSELAM BELOWE DUALPM'EGVESIII.NA. PROMRTI6LOMM INVHFH52(RREHVARDWNEI.MIN.ONEPMEW. MM a.,, RRIS S ALL BLOOD SMALLHAVE RMATOR MAR SO AND ROD FACTOR RICK SO B N.O, � SUE US FOR PRESCRIPTIVE OLIVES) FENESTRATONS a. HAVETEIWOKARYAND PERMANENRABEIS FOR VERIGT IFION OF THE BUILDING INSPELTOq. I NATERAL TO BE DARK ANOORED BROKER, VINYL,MIEARI BRAMB PRGAXQ 5 SEE GI FOR EECURIIY ORDI"WLE IWH IN APPUCAME PER EITO wNTMCmRxaTF9: I ONIPALNRTOMINEXACT UGH OPENING SUE PRIOR TO PURCHASING pOWS, 2SE=IXSTNON'MidWNEW OIUMON,R'gEIWpLEMU,S=SLLVAAEISAVE ISTRC.10VM21 N N W W U W aUm DODID W Yam d a J N J 0 p Q inZv °s 0 L) A-3 0 I GENERAL 1, THE GENERAL CDMW&TOR SHALL VERIFY ALL DIMENSIONS AND COMMONS AT THE JOB SRC, AND SHALL BE RESPONSIBLE FOR CONORIONS OF ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED Br SUB -CONTRACTORS. STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED IMMEOATELT OF ANY DISCREPANCIES. 2, ALL MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN ACCORDANCE WITH 2019 CAUFORNIA BUILDING CODE. 3. ALL DIMENSIONS SHAL TAKE PRECEDENCE OVER SEARE SHOWN ON PLANS, SECTIONS AND DETAILS. 4. NOTES AND OETNIS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES .0 ttPIGLL DUALS. 5. WHERE NO ORNLS SHOWN OR NOTED ON THE DRAWINGS, THE DETAILS SHALL BE ME SAME IS FOR OTHER SIMILAR WORK. G. OPENINGS, POCKETS, SLFLYES, ETC., SEAL NOT BE PLACED IN SUBS. BEAUS, WALLS, COLUMNS AND FOUI UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. i. CONSTRUCTION MATERIALS SHVL BE SPREAD OMIT IF PLACED ON FRAMED FLOORS OR ROOF. LOADS SMALL NOT EXCEED DESIGN LNE LOADS FOR EACH PARIICUW2 LEVEL. PRONDE ADEQUATE SHORING AND BRACING IF LOAD EXCEED DESIGN M LOAD OR MORE STRUCTURE HAS NOT ATTAINED OLSION STRENGTH. 8. THIS SET OF DRAWINGS REPRESENT THE FINISHED STRUCTURE, MEH00 OF CONSTRUCTION NOT NECESSARY INDICATED, THE CONTACTOR SIWL PRONOE AL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OCHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHILL INCLUDE BUT NOT BE LIMITED M BRIBING, SHORING, SCYTOLCING. R0. FLOOR FRAMING NOTES: ❑ SEE GENERA NOTES & S.W. SCHEDULE FOR MORE INFORKAT10N FOLLOWING DESIGN LOADS SHALL BE USED FOR DESIGN OF ❑ 2 FLOOR FRAMING MEMBERS: DEAD LOAD= 12 FSF (20 PSF 0 EM. DECK) LIKE LOAD. 40 PSF (SO PSF 0 ENT DECK) ❑y FLOOR SHEATHING SHALL BE 19/32" MIN, T&C APA RATED STRUCTURAL 1 MARKED PSI-95 WITH SPAN RATING OF 32/16 PANELS SHALL BE APPLIED WRH LONG DIMENSION PERPENDICULAR M I 'OBF BLOCKING IS NOT REQUIRED AT EDGES OF SHEATHINGS U.N.O. NAILING SHALL BE AS FOLLOW UNLESS NOTED OTHERWISE ON PUN: 10d COMMON NAILS 0 6" O.C. FOR EDGE IUILINGO IOtl COMMON NALS 0 B" O.C. FOR BOUNDARY NOUNGS 106 COMMON NAILS 0 10° O.C. FOR FIELD MUSIC ❑A SHWA WALLS SHOWN & REFERENCED ON PUNS MAT BE APPLIED AT ETHER S10E OF THE WALL. ❑5 USE 2-2X POST MIN. FOR ALL HOUDOWN CONNECTORS U.N.O. ❑ B DOUBLE TOP PLATES SHALL BE NAL£0 WITH 12-16d MIN. 0 EACH S1DE OF SPLICE U.N.O. MINIMUM OF 4V-O' UP REQUIRED AT ALL TOP PLATE SPLICES. ❑ DECK FLOOR SHEATHING SHALL BE COX 2, Pott or MOIL Stud. 3.2X Studd 4. BIK,I MSTI 96 or 9T6224. 5. FIUM B90M R. ININAd F/A El u HEADER HEADER FLUOR JOIST 2nd Floor Framing Plan: 1 /4" = 1 ft O P GO mm N Q� C Um CT .� Cm 0 w U Q U 0 ` 0 cNL p C3 O 001 �.S 0_ (n N 0 W UI- a n U MG&&2I SHEET? E%IESTINO LOW ROOF $NO FILCHER FRAMING S2.0 OF ST