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HomeMy WebLinkAboutCDP 2021-0064; HUANG RESIDENCE ADU; Administrative DeterminationHERSNOTES 1. PROPERLY COMPLETED AND ELECTRONICALLY SIGNED CERTIFICATE OF INST ALLATIO,K (CF2R FORl\lIS) SHALL BE POSTED WEATHER PROTECTED 1-VITHI~ BUILDING FOR REVIEW BY INSPECTORS -EES 10-103(,]3, l0-l03(h)I.A-BY THE INSTALLING-CONTRACTOR AND" SUBMITTED TO THE FIELD l:'-lSPECTOR m •!:UNG CONSTRUCTION AT THE SITE. FOR PROJECTS REQT;JRTNG.HERS VERIFIC.A.TION. THE CF2R FORMS SHALL BE REC.TSTERED WITH A CALIFORNIA APPROVED HERS PROVIDER DATA REGISTRY WITH ITS OWN UNlQUE 21 OIGIT REGISTRATJON NUMBER LOCATED AT THE BOTTOM OF EACH !'AGE. THE FIRST 12 DIGITS n1LL MATCH THE REGISTRATION NUMBER ASSOCIATED WITH THE CFlR FOR!VL CERTIBICAT-E-OI!"OCCUPA...NCY lVILL NOT BE ISSUED UN"TIL THE CF2RFOR~{1.; ARE RE''v'"IEWED A~D APPROVED. 2. PROPERLY COMPLETED &'ELECTRONICALLY SIGNED AND REGISTERED CERTIFICATE(S) OF FIELD VERIFICATJON AND DIAGI\QSHC TESTl:'\G (CF3R) SHALL BE POSTED WEATHER PROTECTED WITHIN THE BUR DING SITE BY A CERTIFIED HERS RATER, A REGISTERED CF3R WILL HAVE A Ui'ffQUE 25 DIGIT REGISTRATION l\u'.MBER LOCATED AT THE BOTTOM OF EACH PAGE. THE FIRST 20.DlGtTS OF THE NliMBER \~'ILL MATCH THE REGISTRATION NUMBER ASSOCIATED WITH THE CF2R. CERTIFICATE OF OCCUPANCY WlLL NOT BE ISSUED VNTIL THE CF3R IS REVIEWED AND APPROVED. EES 1~l03(a)3.10-103{b)J.A. .3. CFlR REGISTRATION FORMS ARE LOCATED ON THE PLANS. IF REGISTRATION IS REQl.1IRED.A WATER-MARK AND REGISTRA.TION NUMBER.WU,L BE VISIBLE. 4 HERS TESTS REQl:JRED FOR TillS PROJECT ARE, DUCT LEAKAGE (R-.6 sl!N) REFRIGERANT CHARGE MINIMUM AIRFLOW FAN EFFICACY WATTS & CFM KITCHEN RANGE HOOD CFM VERIF.1CATION(100 CFM & <= 3 sones. CEC listed) IAQ MECHANICAL VENTILAT!O:,;f 5. FORIAQ FAN-49 CFM REQUIRED FORA CONTINUOUSLY OPERATING EXHAUST FAN. PROVIDE A TIMER SWITCH WITH A ~lANUAL OFF AND A SOUND RA TING OF 1 SO.NE (3 SONES MAX FOR AN Th""TER.i.\'I-ITTANT FAN). THIS FAN TO PROVIDE WHOLE BllILD!NG INDOOR AIR QUALITY VENTILATION WITH OUTDOOR AIR IN COMPLIANCE WITH .ASHRAE STA..l"H)A,RD 62.2 AS ADOPTED BY TBE CALIFORNIA ENERGY COMMISSION. 6. SOLAR TS REQllIRED FOR THIS PROJECT-1.76 KWDC JS THE MIN P.V. REQUIRED TO.MEET THE STANDARD DESIGN. 1. SPECIAL FEATURES: Exposed Slab Flooring, R-38 ceiling insulation, and Over~angs were moi;l.eled (no side fins). I I CONSTRUCTION NOTES \ 1. Locations and classifications of extinguishers shall be in accordance with CFC 906 and California Code of Regulations (CCR), Title 19. 2. During Construction, at least one extinguisher shall be provided on each floor level at each stairway, in all storage and construction sheds, in locations where flammable or combustible liquids area stored or used, and where other special hazards are present per CFC Section 3315.1 3. Buildings undergoing construction, alteration, or demolition shall conform to CFC Chapter 33. Welding, cutting, and other hot work shall be in conformance with CFC Chapter 35. 4. Address identification shall be provided for all new and existing buildings in a location that is plainly visible and legible from the street or road fronting the property. Where access is by way of a private road and the building address cannot be viewed from the public way, an approved sign or means shall be used to identify the structure. Premises identification shall conform to CBC Section 501.2 5. Wall, floor, ceiling finishes and materials shall not exceed the interior finish classifications in CBC Table 803.9 and shall meet the flame propagation petiormance criteria of the California Code of Regulations, Trtle 19, Division 1. Decorative materials shall be properly treated by a product or process approved by the State Fire Marshall with appropriate documentation provided to the City of San Diego. 6. Dumpsters and trash containers exceeding 1.5 cubic yards shall not be stored in buildings or placed within 5 feet of combustible walls, openings or combustible roof eave lines unless protected by an approved sprinkler system or located in a type I or IIA structure separated by 10 feet from other structures. Containers larger than 1 cubic yard shall be of non -or limited -combustible materials or similarly protected or separated. CFC 304.3 7. Open Flames, Fire, and burning on all premises is prohibited except as specifically permitted CFC 308. 8. The egress path shall remain free and clear of all obstructions at all times. No storage is permitted in any egress paths. FIRE SPRINKLER SYSTEM WHEN REQUIRED NOTE: FIRE SPRINKLERS ARE ONLY REQUIRED IF THE EXISTING HOME HAS FIRE SPRINKLERS. THE EXSITING HOME DOES NOT HAVE FIRE SPRINKLERS THEREFORE THE PROPOSED ADU DOES NOT REQUIRE FIRE SPRINKLERS. PERVIOUS AREA TABULATION \ Existing Lot Area: (E) House and Garage: (E) Walkway and Patios: (E) Driveways: 12,645 Sq. Ft. 3,086 Sq_ Ft. 1,950 Sq. Ft. 710 Sq. Ft. (E) Impervious Area Total= (E) Impervious Area Demo: (E) Impervious Area Total = (N) ADU and Covered Porch: (N) Patio and Walks: (N) Impervious Area Total Total Impervious Areas (N) + (E) -Demo= Net Pervious Areas Total= Pervious area Remaining as a Percent of Lot Area: NO GRADING IS PROPOSED FOR TH IS PROJECT NEW 5,746 Sq. Ft. 984 Sq. Ft. 4,762 Sq. Ft. 990 Sq. Ft. 430 Sq. Ft. 1,420 Sq. Ft. 6,182 Sq. Ft. 6,463 Sq. Ft. 51.1% \ ADU WILL BE LOCATED ENTIRELY ON EXISTING COMPACTED FILL WITH ADU SUB BASE FOR THE ENTIRE NEW PROPOSED STRUCTURE PER PERMIT #CBR2021-2730, REPORT OF COMPACTION SUBMITTED AND FINALED WI CITY OF CARLSBAD. THE COMPACTION REPORT PROJECT NO. 21-112787 AND DATED DECEMBER 19-2021. NO WORK WILL BE PERFORMED IN THE RIGHT OF WAY. I Q 1004 Merganser Ln. Carlsbad Ca 92011 ----{El SIDEWALK St-'.0V'/N FOR REFERE~ICE (/·------------------ 6 1 ~ 3 , SG" E FL AVIARA ',ASTSR ASS0,-1AT1.01• 1 ------------fj) Cf')TRELLl5\l\/iTHTW~v~-~r=====~---:.;.;::c=ce:::::------L= 139551 ,v" · :._; 'lr II COLUM~ ACCESS. INGRESS, EGR£:SS, __j --~~-------:--t--+---J'--_-_-LANDSCAPE MAINTENANCE 20'-0" FRONT YAR SETBACK --~===::::;~~::::::=------------I N EASEMEN~. DOC# 1997-02; GO 15 ----,DR ADU , / ~---== -\ I Q co ---=?"'c::::::.___ ,;1 (f I I \._ (El IANDSCAFE TYf' ---....... / / I I \ \ ,, \ I\ I / \c-"-----+--V \ (E) STUCCO FENCE W/ V•IOOD GATE ---- 1 ' !E) 200 AMP ELECT. METER. ', (E) GAS METER. (El HOSE BIBB (El LAWN TYf'. I \ I (El EXISTING CONC. DRIVEWAY \ \ \ (El WATER METER . (E) CURB CUT SIDE \N'ALK AND GUTTER (E) 517E DRP.,JNAGE TROUGH CORE DRILLED TO CURB AND DISCHARGE TO RAIN GUTTER. \ SITE PLAN NOTES \ 1. Runoff may not be concentrated within 5' oi a structure. 2. Surface water will drain away from building. The grade shall fall a minimum of 6" within the first 1 O feet. 3. Al! property lines real or assumed, easements and buildings both existing and proposed, are shown on this site plan. 4 Storm water runoff from proposed impervious areas will be routed to landscape areas or planter boxes. prior to reaching the public drain system. 5. New downspouts shall disconnected and discharge to splash blocks and over landscape areas. I I \ / l l ' (f) ---------------q (NJ ROOF MO NTED S0IAR ----- 72.2z2~,-=::==:=:;;1;:::::~,:::5sa~~::;;;;:::====:::::~::;:0t~~~-~Jt~;Jt~t~~~~~:-----/_~ _J.-----PM,JELStER -24 WI! .7G kWdc. ---..:::::: -(NJ NC UNI --N ~1 o 00,, w · 7 IEJ sl" ,HIGH BLOCK EXISTING GARAGE 20' FRONT (i'-.:) WATER LATERAL . (E) CLEAN0UT. MINIMUM I 0'-0" DISTANCE BET\iVEEN STRUCTURES. EXISTING RESIDENCE (El F.F. I GB. 75' (E) CHIMNEY (E) EXISTING CONC. -WALK AND OPEN PORO-: l ~ YARD SETBACK'"' ..... "' I .•••• l c--- 21' -O" (E) CURB CU, /\:J,J Lo-;-33 PRIVATE STREET l ' Merganser Ln. 0 ss.oO---=====::::====::::=c:;~~~:--,2{;.__,~sruc7 WALL -...._ / I - (El HOSE BIBB -lo,, I I I ~ 1/t·-fi· I G" WIDE CONC. CURB WI / /;/ WATERPROOF. I 5" MAX. / f RETAINING ~ (N) 4'-0'; ADU 51D!: YARD I I I SETBACK TYf'. EA. SiDE. -+-~!ff---+--+/-9'-2" PRIMARY 51DE YARD SETBACK ! 0% OF LOT W1DTi --ff'l----/-----(E) SLOPE TO EXISTNG SURFACE DRAINAGE SEE // DRAINAGE AND BMF FLAN /; I , REQUIRED WHEN THE BUILDING !5 CLOSER Tr-',AN 5 FEET -;-o A PROPERTY Lli\iE. PER TABLE R302.1 (I). SEE DE7AJLS l--./:,,1;,ll,JL/--/f------(N) RATED CONSTRUCTION 15 ~---f,f---f---------NOTE, I 00 AMF ELECT. SUB-PANEL 1 VERIFY LOCATION. UNDER GROUND FROM MAIN STRUCTURE TO ADU. -------(NJ SEWER CLEANOUT I i!--'""--l!t'--~'------------{N) SEWE:Z LINE I ' !mi; .'1 1!------1+--+---f''l----1------------{NJ CO,\:C. HARDSCAFE BY H.0. / , LANDSCl'.FE CONTRACTOR. I I I I ~ (E) LAi\lDSCAPE ]__7-=t=,:~•~~;~~=~~\;~==:::::::::~~~~~~~~~~~~~~~~~(E) P/C COND. UNITS 1YP r-- 1 a, 1 1 ~-; I 1 I -+/-1 --+-(E) !AWN TYf'. ii I /, 1 11-----,~-~l--(N) ADU DESIGNATED / FARK!NG SPACE (E) DRAINAGE DIRECTION TYP. >c----(EJ PUBLIC UTILITY Ai\D ACCESS EASEMENT DOC# I 99G-033952b -,,,½'--...:0.~c___ (E) CURB CUT SIDE 'vVALK AND GUTTER SITE PLAN 1" = 10'-0" lD CITY OF CARLSBAD Administrative Permit ---------------------... ---................. ,, ... ... Case No. Cb? =z_; DO~'{ Exibit No. ,I\= JZ--;~~;lf,T,;;"z_";;z';_: CJ C!ty o! G~r!s ... bad yvast0Watsr Dh1is.iorl 7o0-4s8-.:'. 72L man Pot s,gn-ups, instaHs, or disconne'cis TB0...$02~2420 '-Nww.caitsbsdca.govhewer Water District: ~ffllbacl' ~1.mJd-~i~f-~ ~ ~,lij ITTfummJ.:m rf"A-4'.M!i-.21..ll iUling ;:im5 e;ar-,,-1:ro 7'i50-00?-24:W "ftilWff.~~.9.:n\'".Wr School D1str1ct.s: ·•.~. :i,Jl. · _ q'1ilr;lrt)aif<H2'.{9 ~.,:1,2;:; d-',::[ · , Hari~~s~ _GS,.920?3,-.: -··-.---··---··------------- SHEET INDEX ] SHEET DESCRIPTION ----------------·--·-·-· . ----------- A-1 Site Plan, Sheet index, Pi'-Jject Summary. Vicinity Map --·-----_,._, __ ,_,. ---------------···----·-·· --· -- A-2 Demo/Existing Site Plan --. ----------·---------·-·-·-------------·· A-3 Proposed BMP, Drainage and Pervious area Plan ----·------·---------·---·-----·--·~--~·-------------! A-4 General Notes, Door and VVindow Schedule 1----i----·-·-··----·------· -···----I A-5 Proposed Floor Plan ---- A-6 Proposed Exterior Elevations 1----+----·-·--·--·-----·--··-···---. -- A-7 1 Proposed Roof Plan 1----+----· -----·---·-·---··-··-··-- A-8 Building Sections 1----+-- A-9 Elecirical Mechanical P!an ---·-----·-- -----~ 1----t----··---·-··---·-··-· ----. --- A-10 Architectural Details 1----+-----·-·-·····-··· ... ---···--· ··-······· .. ·-··- A-11 T-24 Compliance . ---·,.··-·-"·-· --·--------· --·· ·--------··--··-·--·--------·-·------ A-12 T-24 Compliance ----·-·-·--------·-·--··---·---····-···-· - A-13 T-24 Mandatory Measure:; Summary ---+----·-·-----··--------···---· ·--.. ·-------·---------------------; A-14 S1 Storm Water Quality Notes Construction BMP's & Green Building Notes ---·--· --·-· ·---·-------. -------~~-------------- Structural General Notes 1-----+---------. --· ---·-·---- S2 Foundation & Roof Frarr,;;g Plan --- S3 SS1 i Structural Details ··----·- ' Standard Structural Notes 1----- PROJECT SUMMARY BUILDING AREA T"ABULATION Existing First Floor= Existing Second Floor= Total Living Area = Existing Garage = Total Building Area= Existing Covered Patio= Area of Interior Remodel = NEW ADU= ADU Patio= Lot Coverage Max. = 40% (E) 3,265 /12,645 = 26% TBD Sq. Ft. TBD. Sq. Ft. 4,112 Sq. Ft. +/-600 Sq. Ft. 4,712 Sq. Ft. 102 Sq. Ft. 0 Sq. Ft. 900 Sq. Ft. 87 Sq. Ft. (N) + (E) 987 + 3,265 = 4,2.5:: .2,645 = 33% (E) Landscaped Area = 6,394 = 50% (N) Landscape Area = O Parking required = 3 for (E) home and one for ADU which can be in the driveway in fror,~ yard setback. Parking Provided or Remaining+ 3 covered and one in driveway for the ADU. SCOPE OF WORK PROJECT DATA 1004 Merganser Ln. Carlsbad Ca 92011 APN = 215-760-04-00 Lot Area = 12,645 Legal = Lot -4 Map 13331 Zone= R-4 Planned Community = P-C Aviara Master Plan, MP 177(DD) Construction Type = V-B Occupancy = R-3 & U ADU Max. Height 16'-0" to peak of Roof ADU Sprinklers Not Required. Year of Construction= 1997 Sprinklers = NO This 'J)rope11y is served by Natural Gas, see Site Plan for Meter location. PROJECT TEA!Vl OWNER: Huang, Edwin & Claire 1004 Merganser Ln. Carlsbad Ca 9201 1 CONTRACTOR: Marrokal Design & Remodeling LLC 9842 River Street Lakeside, CA 92040 619-441-9300 This project consists of New Detached P•.DU. The proposed height of the ADU is 15'-7" to the peak of the roof. APPLICABLE CODES The design is according to the 2019 Ca!if0[nia Residential Code and, when applicable, the 2019 California Building Code. This project shall'-Gomply with the following codes: I 2019 California Residential Code 2019 California Green Building Code 2019 California Plumbing Code 2019 California Building Code The average daily traffic = ,·1et O 2019 California Electrical Code 2019 California Mechanical Code 2019 California Building Energy Efficiency Standards 2019 California Fire Code The change in water demand (GPM) -1 Dishwasher@ 1.5, 1 Kitchen Sink@ 1.5, 1 Water Closet @ 2.5, 1 Lavatory @1.0, 1 Shower@ 2.0, 1 Clothes Washer@ 4.0. Total= 12.5 (GPM). Sewer Generation (EDU) -The Equivalent Dwelling Unit for Proposed ADU = 1 :g ~- , "0-,r;,; H,ht A"\!'! ~ ·s. <j;,. ~. 4-\i"- £ J x:,,.vl~ ,:/§•'' VICINITY MAP D_1 JAN 1 ~ 2022 I BY I REVISIONS I I --··--.. -·· ----· -/\ L~ [\, ' -7; -... , --· -. --t ··----- ~ DESIGN CONSULTANT(S) Steven Mark PROJECT DESIGNER Enrique Covarrubias ,/ Q) \,) tt:: 0 ~ a5 1l E " a: " E 0 I ~ OF I:: Q) ,...._ co 0 o6 C s "'O w C co ::J I ~ 0 0 0, " i5 C "' U) o,.._ o- "' 0, o, ID ..:.. ro " 00 st ID d, d, --"'"' ..:....: X ~,.£:! C -' 00 ID ~ X "' IL "' 0 -0 "' " "' C " " ::; ~u z-' --' -' w 0 0 :E w Cl'.'. ci:l Q_ C'u ~ >, -C (.) > 2:- C'u E E :::l U) -(.) (J) -~ 0 ,..._ a.. X (J) 'O C -(J) (J) ..c U) C C'u ~ a.. f= (J) <ii -" "' U) U) DRAWN I CHECKED Ron LaBarbera DATE/TIME .. ·--- 1/7/2022 4:52:11 PM PROJECT NUMBER Number JOB NAME Huang SHEET A-1 1 SHEETS \ \ \ \ \ \ \ \ \ 35' MASTER FLAN SETBACK 1 I I I \ (El HOSE BIBB \ I I \ \ 1 I (.E) WATER METER f I \ i I ~ \ ' \ \ \ \ \ \ \ (E) SITE DRP-INAGE TROUGH 0 -l EXISTING GARAGE EXISTING RESIDENCE (E) F.F. ! G8.G7' _J l I I .. PL D -39" 0~ T 7-... -.-- L == 47_(;5• ... CORE DRILLED TO CURB _L:::___ ______ _ AND DISCHARGE TO RAIN GUTTER. Merganser Ln. fl L (E) SIDEWALK SHOWN FOR f<J'PERENCE ' D ! 20 43' 56" E L-139.55' J (E) F.G. I G9• ' ' L __ I I / / / / / . ~ (t) I 4" REAR YARD SETBACK FOR ADU -===-"-(E) 5'-8" HIGH BLOCK .. STUCCO WALL --IE) PALM TRJ:ES. fj---1---__:6':::"".:'·~, (E) BBQ AND BAR COUNTER I □--------;1-----t::::=:i)i==7l--(E) A/C COND. UNITS EXISTING GARAGE ) I , □ 11 ; , I I I / / ---~~ IE) PUBLIC UTILITY AND ACCESS EASEMENT DOC# I 99G-033952G ---(E) DRAll\;AGE DIRECTION lYf. (E) 5'-8" HIGH BLOCK s~ucco WALL 7 0 .,_ ~I. -, 0 -l DEMO/EXISTING SITE PLAN 111 = 10'-011 ' REVISIONS BY 6 6 6 I , DESIGN CONSULTANT(S) Steven Mark PROJECT DESIGNER Enrique Covarrubias , $ "' en N ~ '--" N q) a, "' LL ..µ <( E s::: 0 0 q) 0 \\'i 0 0, L_ <ii u (I) "" i5 (I) g C ~ "' s::: "' E (/) L_ 1§, \\'i ..J -U) en C -0 [Ll oo q) N 0:: q, ~ m D \\'i ,.__ "' => N en (/) _j x ~ u (I) C 0 _y 0:: 0 "' 0 0 0 a, > DL'. d, >, '->, "' "' '-C en u ~ <ii "' "' (I) ~ 2: "' en "' ~ Q_ st "' r--(I) 0:: st C a, 0 "' .c C o._ "' 0:: (l_) 0 u -"' 0 ,.__ "' E (l)o o-0 4-CD N " m -'< 4-,. a, m en 0 <ii (/) .:... co 0 -<( 0 -"' "0 "' "' ,;;; e "' en -~ ~ mm al ~~ " s::: --"' E "' "' C ~ -,;-m "' ~ "' " ..:....: X 0 ,: 2 m~ _ffiJQ :.:J ,: ..J ..I l9 ':::l i':: ---' ~ ---' w 0 0 0 :;: w ai:: a: ai:: C<l cc z l9 :!!: -CJ) w 0 Q) ~ ~ ,._ 0 N C co Ol -Cd ct! 0 u a.. -0 06 Cd Q) ..c en --;;:: Cl) C C1l u $ 0) C: C '"O ---' --0 w ~ Cl) LL Ql (D en X C: u Cd w 0 E OJ ---~ " C Ql 0 0:: " (I) co ~ ~ E E :::::i .... " Q) 0 0 I " I 0 -C 0 <( ~ (/) DRAWN I CHECKED Ron LaBarbera DATE/TIME 1/7/2022 4:52:12 PM PROJECT NUMBER Number JOB NAME Huang SHEET A-2 OF 1 SHEETS ' , BMP LEGEND DIRECTION OF LOT DRAINAGE ~ ~ MATERIALS & WASTE MANAGEMENT BMPs: ; WM-i: IWM-21 I ! •WM-31 I : ,WM-5, lwM-6' [wNiI IWM-9. MATERIAL DELIVERY & STORAGE MATERIAL USE STOCKPILE MANAGEMENT SPILL PREVENTION AND CONTROL SOLID WASTE MANAGEMENT HAZARDOUS WASTE MANAGEMENT CONCRETE WASTE MANAGEMENT SANITARY WASTE MANAGEMENT TEMPORARY RUNOFF CONTROL BMPs: ~ I TR-1 I FIBER ROLLS --FR--FR-- STABILIZED CONSTRUCTION INGRESS I EGRESS BMPs: FOR COMMON IMPERVIOUS OUTDOOR SITE FEATURES j SD-8. DIRECT RUNOFF TO PERVIOUS ARES. ~ MANAGEMENT OF STORM WATER DISCHARGE BMPs: WILL BE LABELED WITH STENCILING OR SIGNAGE TO DISCOURAGE DUMPING·· STORM WATER POLLUTION PREVENTION NOTES 1. All necessary equipment and materials shall be available on site to facilitate rapid installation of erosion and sediment control BMP's when rain is eminent. 2. The owner/ contractor shall restore all erosion control devices to working order to the satisfaction of the city inspector after each run-off producing rainfall. 3. The owner/ contractor shall install additional erosion control measures as may be required by the city inspector due to incomplete grading operations or unforeseen circumstances which may arise. 4. All remcvable protective devices shall be in place at the end of each working day when the five (5) day rain probability forecast exceeds forty percent (40%). silt and other debris shall be removed after each rainfall. 5. All gravel bags shall contain 3/4 inch minimum aggregate. 6. Adequate erosion and sediment control and perimeter protection best management practice measures must be installed and maintained. 7. The city inspector shall have the authority to alter this plan during or before construction as needed to ensure compliance with city storm water quality regulations. CONSTRUCTION NOTES: 0 © ® 0 ® ® 0 ® ® @) ® @ EXiSTING 1" WATER LINE, WATER METER AND BACKFLOW DEVICE. NEW 314" WATER LINE EXISTING SEWER COVER. EXISTING CORE DRILLED SITE DRAINAGE DISCHARGE PROPOSED 4" SCHEDULE 40 PVC DRAIN PIPE. EXISTING 4" SCHEDULE 40 PVC DRIAN PIPE. PROPOSED 6" SCHEDULE 40 PVC DRAIN PIPE. NOT USED DOWN SPOUT TO SPLASH BLOCK. TYP. EXISTING 4" SEWER LATERAL WITH CLEANOUT. PROPOSED 4' SEWER LATERAL WITH CLEANOUT. 4" PERFORATED SUB DRAINAGE NEW UNDER GROUND ELECT SERVICE LINE TO NEW SUB PANEL DRAIN DATA (PRIVATE) DRAIN D-1 D-2 D-3 D-4 TOP OF GRATE 167.8 167.8 167.5 NIA Drainage Notes : INVERT ELEVATION 166.8 166.83 166.1 165.3 TYPE (E) 4" ATRIUM DRAIN (E) 4" ATRIUM DRAIN (N) 18"X18" CATCH BASIN WI PLASTIC GRATE (E) CORE DRILLED DISCHARGE@ CURB 1. Trunk drain slope Minimum .5'%, prefere<i slope"" 1% or greater. 2. New runk drain to be installed over 4" of 3/4" crushed rock w/ min. of 12 sand cover not Jess than 30 or eq. granular material. Compact trench backfill to 90%. NO GRADING IS PROPOSED FOR THIS PROJECT. NEW ADU WILL BE LOCATED ENTIRELY ON NATIVE/UNDISTURBED SOIL. NO WORK WILL BE PERFORMED IN THE RIGHT OF WAY_ \ \ \ \ (EJ F.G. I G9.3' IN) F.G. I G9.3' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \____ (E) LANDSCAFE TYF -----..._ IE) DRAINAGE PA~ERNS TO REMAIN. \ (E) LAWN TYF. \ \ (E) DRAINAGE PATTERNS TO REMAIN. I (E) CURB INLET STORM DRAIN. \ il) <Jl (E) ~ <'-' ~ g (E) SITE DRAINAGE TROUGH CORE DRiLL£D TO CURB AND DISCHARGE TO RAIN GUTTER. (E) DRAINAGE DIRfCTION TYF. (E) F.G. I b8.0' (NJ F.G. I G8.0' (E) 4" ATRIUM DRAIN IE) F.5. I G8.0' {NJ F.5. I b8.0' (E) F.G. i b7.92' (N) F.G. I b7.92' / NEW TO EXISTING FLAT WORK TO BE FLUSH, NO 5TEF (EJ FS. I GB.42' (N) F.5. I 68.42' IE) F.5. I 68.33' (NJ f.5. I b8.33' (E) CLEANOUT (E) F.G. : G8.0' _____ ? (NJ F.G. ! G8.0' (NJ STORM/SITE DRAINAGE FIFE CLEAN OUTS EXISTING RESIDENCE (E) F.F. I G8.75' (E)SEVIER~ CLEAN OUT \'.::: (E) CONC. DR!VEWAY I\ 9 I \ _ PL / I WM-5 I WM-2 : ~ WM-3 L. ~39° oo• 7 7-.. -_ -::::: ~,, L = 47.Gs·- Merganser Ln. fl 6 I 2° 43' 56' E t 2% cl EXISTING GARAGE /4 {E) SIDEWALK SHOWN FOR REFERENCE L % 139.55' ~------·-(NJ PERFORATED SUB DRAiN LOW POINT. !NVE~T ELEVATION I b7.33' . I (EJ F.G. I G9 25' (NJ F.G. I G9.25' --==~-,-"-~~-~c--c____:__:__IE) 5'-8" HIGH BLOCK -STUCCO \,I/ALL j -55 Oo• .. jll--,------.. ___ N 3f;-;--~ . 3. i % L. ----O 00" Vv "------3 I % -----· 1"" .. .......,. ............. """"""" .. """"""'"'""""""'r,,. --------3~% ~l-,---f-~C__.J:_:::::,._;_:::__(N) PERFORATED SUB DRAIN HIG!-1 POINT. ~ ~T ELEVATION I G7 _c;,7 -++---~------(N) G" WIDE CONC. CURB W/ WATERPROOF. 15" MAX. RETAINING T.0.C. I 70.083' -riff---+--------(N) SLOPE AWAY FROM BUILDING 5% TO SWALE TYF. 1--iff------'l'---------'----EARTH SWALE WITH 4" DEEP BY 14" WIDE - ,{ 2% MINIMUM SLOPE AS DEPICTED. )f--A11 / /~ --It\'---+--------------IE) F.G I G8.0' (N) F.G. I G8.0' -------(NJ FERJ'ORATED SUB DRAIN LOW fOINT. INVERT ELEV AT!0N I G7 .33' ~-_____________ (E) F.G. IG8.0' {N) F.G. I G8.08' '--_________ (.E) DRAINAGE FATTERN5 TO REMAIN IE) F.G. I G7.58' ;N) F.G. I G7 .58' -1,/-----'/='---------------------(E) LANDSCAPE TYF •if<----f!lc___---jc___ _____________________ {N) C0NC. WALK TO FOLLOW EXISTING GRADE. ]-~1-f----/\.-'-------------------------(N) CONC. HARDSCAFE BY H.0. "' f" it' I " // -/\ " ·"J C /J /\_' ~! :V l\f°rJ lO LA.NDSCAPE CONTRACTOR. DEPICTED I.!) WITH LIGHT SHADE POCHE. PROVIDE ....._ 0 , CONTROL AND EXPANSION JOINTS AS _.,,,-;-,--, ~l O REQUIRED. _] 11-<" "" FR_-/ /;i/ ,, "). NOTE: +----~--1--(EJ CONC. PER STORM WATER STANDARDS QUESTIONNAIRE E-34 THIS PROJECT IS A STANDARD PROJECT. 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D:: oci ct z {.'J :E: -If) LLI 0 C ctl a_ ctl Q) ,.._ ctl en :J 0 > ,.._ Q) a_ "O C Q) ~ ctl ~ ,._ 0 Q) C\J 0) ro Cl) -C1l ctl 0 () C -0 ctl C1l ~ _Q ,.._ (/J 0 ~ C C1l -·-() a_ $ C ~ -0 _, CD -~ 0 w a, IL (/J "O .; C u cu Q) 0 E Ol en ~ <D C a, 0 cc <D Q) ro ~ ~ a. E ~ st " 0 0 0 ,.._ I <D I 0 .c a_ < ~ "' / DRAWN/ CHECKED Ron LaBarbera DATE/TIME 1/7/2022 4:52:12 PM PROJECT NUMBER Number JOB NAME Huang SHEET A-3 OF 1 SHEETS FIRE PROTECTION 1. Smoke Alarms shall comply with NFPA 72 and Section R314. SD{%) 2. Smoke alarms shall be listed in accordance with UL 217. Combinat1on smoke and carbon monoxide alarms shall be listed in accordance with UL 217 and UL 2034. Systems and components shall be California State Fire Marshal listed and approved in accordance with California Code of Regulations Title 19, Division 1 tor the purpose for which they are installed. 3. Smoke Alarms shall be installed in the following locations: a. In each sleeping room b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. c. On each additional story of the dwelling, including basements and habitable attics and not including crawl spaces and uninhabitable attics. In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. d. Smoke alarms shall be installed not less than 3 feet (914 mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by Section R314.3. 4. Smoke Alarms Specific location requirements: a. Smoke alarms and smoke detectors shall not be located where ambient condrtions, including humidity and temperature, are outside the limits specified by the manufacturer's published instructions. b. Smoke alarms and smoke detectors shall not be located within unfinished attics or garages or in other spaces where temperatures can fall below 409F (4QC) or exceed 1 00QF (38QC), c. Where the mounting surface could become considerably warmer or cooler than the room, such as a poorly insulated ceiling below an unfinished attic or an exterior wall, smoke alarms and smoke detectors shall be mounted on an inside wall. d. Smoke alarms or smoke detectors shall be installed a minimum of 20 feet horizontal distance from a permanently installed cooking appliance. Exception: Ionization smoke alarms with an alarmsilencing switch or Photoelectric smoke alarms shall be permitted to be installed 1 O feet (3 m) or greater from a permanently installed cooking appliance. Photoelectric smoke alarms shall be permitted to be installed greater than 6 feet ('1 .8 m) from a permanently installed cooking appliance where the kitchen or cooking area and adjacent spaces have no clear interior partitions and the 1 Oft distances would prohibit the placement of a smoke alarm or smoke detector required by other sect\ons of the code. Smoke alarms listed for use in close proximity to a permanently installed cooking appliance. e. Installation near bathrooms. Smoke alarms shall be installed not less than a 3 foot (0.91 m) horizontal distance from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke alarm required by other sections of the code. f. Smoke alarms and smoke detectors shall not be Installed within a 36 in. (910 mm) horizontal path from the supply registers of a forced air heating or cooling system and shall be installed outside of the direct airflow from those registers. g. Smoke alarms and smoke detectors shall not be installed within a 36 in. (91 0 mm) horizontal path from the tip of the blade of a ceiling-suspended (paddle) fan. h. Where stairs lead to other occupied levels, a smoke alarm or smoke detector shall be located so that smoke rising in the stairway cannot be prevented from reaching the smoke alarm or smoke detector by an intervening door or obstruction. i. For stairways leading up from a basement, smoke alarms or smoke detectors shall be located on the basement ceiling near the entry to the stairs. j. For tray-shaped ceilings (coffered ceilings), smoke alarms and smoke detectors shall be installed on the highest portion of the ceiling or on the sloped portion of the ceiling within 12 in. (300 mm) vertically down from the highest point. k. Smoke alarms and detectors installed in rooms with joists or beams shall comply with the requirements of 17.7.3.2.4. L Heat alarms and detectors installed in roams with joists or beams shall comply with the requirements of 17.6.3. 5. Where more than one smoke alarm is required to be installed within an individual dwelling or sleeping unit, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors closed. 4. An intermittently or continuously operating loca! mechanical exhaust system (with outdoor air) shall be installed in each kitchen and bathroom complying with ASHRAE Standard 62.2-2007 as adopted by the California Energy Commission. Intermittent local ventilation exhaust airilow rates shall be 50 cfm in bathrooms and 100 cfm in kitchens. Continuous local ventilation exhaust airflow rates shall be 20 cfm in bathrooms and 5 ach (air changes/hour) in kitchens based on kitchen volume. New exhaust fans shall have a noise rating of a maximum 1 "Sane" (for the continuous use calculation) or 3 "Sane" (for the intermittent use calculation). 5. Elements of appliances which create a glow or spark must be located a minimum of 18" above the floor. DLjCts through garage into dwelling shall be minimum 26-gauge galvanized steel. 6. Provide an unobstructed passage 24" wide, not more than 20 teet in length, with solid continuous flooring from attic access to FAU equipment/control panel. The work platform shall be 30" min. in front of equipment with 30" clear headroom. Provide a permanent electrical receptacle outlet & lighting fixture controlled by a swrtch at the attic access. 7. The return air plenum serving the mechanical equipment must be fully ducted from the equipment to the conditioned space. Drop ceilings, wall cavities and equipment platforms may not be used as plenums. 8. Screen louvers shall not be installed at dryer vent terminations per Sec. 504.3.1 CMG. 9. Environmental air ducts and exhaust terminations shall terminate not less than 3' feet from a property line and 3' feet from openings into the building. PLUMBING 1. Permanent vacuum breakers shall be included with all new hose bibs. Hose bibs shall be fitted with a non-removable backflow device. 2. State Health and Safety Code Sec 17921.9 bans the use of chlorinated polyvinyl chloride (CPVC) and crosslinked polyethylene (PEX) for interior water supply piping 3. Shower and tub-shower combination control valve must be pressure balanced. 4. A 12" minimum access panel to bathtub trap connection is required unless plumbing is wrthout slip joints. 5. Max. temperature of 120" to be provided by the use of pressure balance or thermostatic mixing valves. 6. All metal piping systems and all grounded metal parts in contact with the circulating water shall be bonded together using a solid copper banding jumper, insulated, covered, or bare, not smaller than 8AWG. 7. Built-in Tubs with Showers shall have waterproof joints between the tub and adjacent wall 8. Hat water piping between water heater and all kitchen fixtures shall be insulated. 9. New Bathtub and shower floors and walls above bathtubs with installed shower heads and in shower compartments shall be finished with a nonabsorbent suriace. Such wall suriaces shall extend ta a height of not less than 6 feet above the floor. 1 o. Building drain and vent piping shall comply with sections 701.0 and 903.0 of the California Plumbing Code. 11. All sanitary system materials shall be listed by an approved listing agency. 12. Showers and tub-shower combinations shall be provided with mixing valves per section 408.3 CPC. 13. ALL ABS and PVC piping and fittings shall be enclosed within walls and floors covered with "type X gypsum board" or similar assemblies that provide the same level of fire protection. Protection of membrane penetrations is not required. 14. Existing "noncampliant" fixtures (toilets that use more than 1.6 gallons of water per flush, urinals that use more than one gallon of water per flush, showerheads that have a flow capacity of mare than 2.5 gallons of water per minute, and interior faucets that emit more than 2.2 gallons of water per minute) shall be replaced. Certification of compliance shall be given to the building inspector prior to final permit approval. California SB407. 15. Below grade hot water piping is required to be installed in a waterproof and non-crushable sleeve or casing that allows for replacement of both the piping and insulation per ES 150.O(j). 6. Smoke alarms shall receive their primary power from the building wiring provided that such wiring is served from a commercial source and shall be equipped with a battery backup. Smoke alarms with integral strobes that are not equipped with battery backup shall be connected to an emergency electrical system. Smoke alarms shall emit a signal when the batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection. 16. All domestic hot water piping to have th_e fallowing minimum insulation installed: 1 /2" pipe (1/2" insulation); 3/4" pipe (1" insulation); 1" to 1-1/2" pipe (1-1/2" insulation). CPC 609.11 & ES 150.0G). Additionally, the 1/2'' hot water pipe to the k1tc:~:en sink, and the cold water pipe within 5 feet of the water heater both require 1" minimum insulation. ES 150.0U). 7. Smoke alarms are permitted ta be solely battery operated in existing areas of buildings undergoing alterations or repairs that do not result in the removal of interior walls or ceiling finishes exposing the structure, unless there is an attic, crawl space or basement available which could provide access for building wiring without the removal of interior finishes. 8. Smoke Alarms will be installed according to the 2019 CRC Section R314. 9. Smoke alarms & carbon monoxide alarms shall be per: so;%, CM(%) California state fire marshal approved listing 7263-1610:0121 Company: "'Kidde safety" smoke alarm~combination smoke/carbon monoxide Model: KN-COPE-! 120 VAC powered with 9VDC battery backup or provide equal from listing report. I 0. Where an addition, alteration or repair to an individual dwelling unit or guestroom in Group R requires a permit, battery-operated smoke alarms shall be installed in the existing construction in accordance with the preceding item. 11. When alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created in existing dwellings, the individual dwelling unit shall be equipped wrth smoke alarms located as required for new dwellings. 12. Smoke alarms & carbon monoxide alarms that are more than 1 O years old shall be replaced with new alarms. Verify the age of the existing alarms in the field and replace them as needed. 13. Carbon Monoxide Alarms shall comply with Section R315. CM r%J 14. Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination carbon monoxide and smoke alarms shall be listed in accordance with UL 2034 and UL 217. 15. An approved carbon monoxide alarm shall be installed in dwelling units and in sleeping units which FUEL BURNING appliances are installed and in dwelling units that have attached garages. 16. Carbon monoxide alarms shall be installed in the following locations: a. Outside of each separate sleeping area in the immediate vicinity of the bedrooms. b. On every occupiab!e level of a dwelling unit, including basements. c. Where a fuel-burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. 17. Carbon monoxide alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and, where primary power is interrupted, shall receive power from a battery. Wiring shall be permanent and without a disconnecting switch other than those required for overcurrent protection. 18. Carbon monoxide alarms in Group R occupancies shall be permitted to be battery-powered or plug-in with a battery backup in existing buildings built prior to January 1, 2011, under any of the following conditions: a. Repairs o.r alterations do not result in the removal of interior wall and ceiling finishes exposing the structure rn areas/spaces where carbon monoxide alarms are required. 19. Wher.9 mar~ ~han one carbon monoxide alarm is required to be installed within a dwelling unit or within a sleeping unit in Group R occupancies, the alarms shall be interconnected in a manner that activation of on~ ~!arm s~all ~ctivate al! of the alarms in the individual unit. Interconnection is not required in existing buildings built pnor to January 1, 2011, under any of the following conditions: a. Repairs o_r alterations do not result in the removal of interior wall and ceiling finishes exposing the structure m areas/spaces where carbon monoxide alarms are required. 20. In existing .d~ellings, ~here a permit is required for alterations, repairs or additions exceeding $1,000 dollars, ex1st1.ng dwellings or sleeping units that have attached garages or fuel-burning appliances shall be provided with carbon monoxide alarms In the specific dwelling unit or sleeping unit for which the permit was obtained. 21. Carbon monoxide alarms will be installed according to the 2019 CRC Section R315. 22. Doors between garages and occupiable spaces (enclosed spaces including habitable spaces, bathrooms, closets, halls, storage and utility areas, etc.) shall be gasketed or made substantially airtight with weather stripping. MECHANICAL 1. Exhaust fans FAN ~ Per 2019 Green Code Sec. 4.506.1 Mechanical exhaust fans which exhaust directly from bathrooms shall comply with the following: a. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. b. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. Humidity controls shall be capable of adjustment between a relative humidity range of::;; 50 percent to a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in). 2. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. 3. A mechanical exhaust system, supply system, or combination thereof shall be installed for each dwelling unit to provide whole-building ventilation with outdoor air complying with ASH RAE Standard 62.2-2007 as adopted by the California Energy Commission. ELECTRICAL 1. Receptacle outiet_locations shall comply with NEC Article 210.52 2. Tampered-Resistant Receptacles shall be installed for all receptacles in the dwelling unit. 3. All 125-volt, single-phase, 15-and 20-ampere branch circuits supplying outlets installed in dwelling unit f~mily rooms dini~g rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, kitche~s or s1m11a; rooms or areas shall be protected by a listed arc-fault circuit interrupter, combination.type, installed to provide protection of the branch circuit. 4. AFCI protection required in rooms where power circuitry is modified, replaced or affected by new work. 5. AFCl-protected outlets and power paints to be protected by a listed Arc Fault Circurl: Interrupter, combination type installed to provide protection of branch circuit. 6. Receptacles in a damp or wet location shall comply with NEC Article 406.8 7. Two dedicated 20-ampere branch circuits are required in kitchen/dining area. 8. Bathroom circuiting shall be either: a) 20-ampere circuit dedicated to each bathroom, or b) at least one 20-ampere circuit supplying only bathroom receptacle outlets. 9. All lights in closets shall comply with NEC 410.8 for clearance to combustibles. 10. In Kitchens and Dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches by 24" long (or greater) shall have at least one receptacle. Counter top spaces separated by range tops, refrigerators, or sinks shall be considered as separate counter top spaces. 11. Mounting of lighting control devices such as switches/ dimmers/ occupancy sensors in bathrooms shall comply with Art. 680.11 (D). No light switch within 36 inches of bath J tub/ shower edge. 12. Provide arc-fault circuit interrupter (AFCI) for outlets in residential units per NEC 21 0.12. TITLE 24 1. An electronically signed and registered Installation Certificate(s) (CF-6R) posted by the installing contractor shall be submitted to the field inspector during construction at the building site. A registered CF-6R will have a unique 21-digit registration number followed by four zeros located at the bottom of each page. The first 12 digits of the number will match the registration number of the associated CF-1 R. Certificate of Occupancy will not be issued until forms CF-6R are reviewed and approved. 2. An electronically signed and registered Certificate(s) of Field Verification and Diagnostic Testing (CF-4R) shall be posted at the building site by a certified HERS rater. A registered CF-4R will have a unique 25-digit registration number lo.cated at the bottor:n. of each page. The first 20 digits of the number wm match the registration number o1 the associated CF-BR. Cert1f1cate of Occupancy will not be issued until CF-4R is reviewed and approved. 3. 2?1 ~ EES Complianc.9 Forms CF-1 Rand Installation Certificates to be assembled and posted weather-protected within structure. Applicable forms to be completed by contractors/installers for review by inspectors. CF-6R-L TG-01 must be completed for review at framing inspection. 4. Manufactured windows shall have a label attached certified by the National Fenestration Rating Council (NFRC) and showing compliance vvith energy calculations. GREEN BUILDING 1. All Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) installed will be water conserving and shall comply with the requirements of CALGREEN Sections 4.303.1.1 through 4.303.1.4.4 and CPC 411.2, 412.1, 417.1, 420.2. 2. Water Closets shall not exceed 1.28 gallons per flush. 3. Single Showerheads shall have a maximum flow rate of not more than i .8 gallons per minute at 80 psi. 4. Multiple Showerheads, when a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. A hand-held shower shall be considered a showerhead. 5. Lavatory faucets shall have a maximum flow rate of not more than 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 6. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily incre~se the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum f!ow rate of 1.8 gallons per minute at 60 psi. 7. Plumbing 'fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. 2019 CGBSC Sec. 4.303.2 8. Any inst~Hed gas fireplace shall be a directvent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified ta meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 2019 CGBSC Sec. 4.503.1 ELECTRICAL LIGHTING LOW-RISE RESIDENTIAL BUILDINGS -SECTION 150.0 -MANDATORY FEATURES AND DEVICES 1 S0(k) Residential Lighting. 1. Luminaire Requirements A. Luminaire Efficacy: All installed luminaires shalt be high efficacy in accordance with TABLE 150.0-A. 8. Blank Electrical Boxes. The number ai electrical boxes that are more than 5 feet above the finished floor and do not contain a !uminaire or other device shall be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control. C. Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings shall meet all of the following requirements: i. Be listed, as defined in Section 100.1, for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; and ii. Have a label that certifies the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283. An exhaust fan housing shall not be required to be certified airtight; and iii. Be sealed with a gasket or caulk between the luminaire housing and ceiling, and shall have a!I air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and iv. For lumina!res with hardwired ballasts or drivers, allow ballast or driver maintenance and replacement to be readily accessible to building occupants from below the ceiling without requiring the cutting of hoies in the ceiling; and v. Shall not contain screw base sockets; and vi. Shall contain light sources that comply with References Joint Appendix JAB, including the elevated temperature requirements, and that are marked "JA8-2016-E" as specified in Reference Joint Appendix JAB D. Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. E. Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no more than five watts of power per luminaire or exhaust fan as determined in accordance with Section 130.0(c). Night lights shall not be required to be controlled by vacancy sensors. F. Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans shall meet the applicable requirements of Section 150.0(k). EXCEPTION to Section 150.0(k)1 F: Lighting installed by the manufacturer in kitchen exhaust hoods. G. Screw based luminaires. Screw based luminaires shall meet all of the following requirements: i. The luminaires shall not be recessed downlight luminaires in ceilings; and ii. The luminaires shall contain lamps that comply with Reference Joint Appendix JAB; and iii. The installed lamps shall be marked with "JAB-2016" or '·JAS-2016-E~ as specified in Reference Joint Appendix JAB. EXCEPTION to Section 150.0{k)1G: Luminaires with hard-wired ballasts tor high intensity discharge lamps. H. Enclosed Luminaires. Light sources that are not marked "JAS-2016-E" shall not be installed in enclosed luminaires. 2. Interior Lighting Switching Devices and Controls. A. All forward phase cut dimmers used with LED light sources shall comply with NEMA SSL 7 A. 8. Exhaust fans shall be switched separately from lighting systems. EXCEPTION to Section 150.0(k)2B: Lighting integral to an exhaust fan may be on the same switch as the fan provided the lighting can be switched OFF in accordance with the applicable provisions in Section 150.0(k)2 while allowing the fan to continue ta operate for an extended period of time. C. Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. D. Lighting controls and equipment shall be installed in accordance with the manufacturer's instructions. E. No controls shall bypass a dimmer or vacancy sensor function where that dimmer or vacancy sensor has been installed to comply with Section 150.0(k). F. Lighting controls shall comply with the applicable requirements of Section i 10.9. G. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements in Section 150.0(k) if at a minimum it provides the functionality of a dimmer in accordance with Section 11 0.9, meets the installation certificate requirements in Section 130.4, the EMCS requirements in Section 130.5{f), and complies with all other applicable requirements in Section 150.0(k)2. H. An Energy Management Control System {EMCS) may be used to comply with vacancy sensor requirements in Section 150.0(k) if at a minimum it provides the functionality of a vacancy sensor in accordance with Section 110.9, meets the installation certificate requirements in Section 130.4, the EMCS requirements in Section 130.5(f), ar:d complies with all other applicable requirements in Section 150.0(k)2. I. A multiscene programmable controller ma; be used ta comply with dimmer requirements in Section 150.0(k) if at a minimum it provides the fullctionality of a dimmer in accordance with Section 110.9, and complies with all other applicable requirements in Section 150.0(k)2. J. In bathrooms, garages. laundry rooms, and utility rooms. at least one luminaire in each of these spaces shail be controlled by a vacancy sensor. K. Dimmers or vacancy sensors shall contra! all :uminaires required to have light sources compliant with Reference Joint Appendix JAB. EXCEPTION 1 to Section 150.0(k)2K: Luminaires in closets less than 70 square feet. EXCEPTION 2 to Section 150.0(k)2K: Luminaires in hallways. L. Undercabinei lighting shall be switched separately from other lighting systems. SECTICN 150.0 -MANDATORY FEATURES AND DEVICES 3. Residential Outdoor Lighting. In addition ta meeting the requirements of Section 150.0(k)1A, luminaires providing residential outdoor lighting shall meet the following requirements, as applicable: A. For single-fa~ily residential buildings, outdoor lighting permanently mounted to a residential building, or to other bwldmgs on the same lot, shall meet the requirement in item i and the requirements in either item ii or item iii: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and ii. Controlled by photocell and motion sensor. Controls that override to ON shall not be allowed unless the override automatically reactivates the motion sensor within 6 hours; or iii. Controlled by one of the following methods: a. Photocontrol and automatic time switch control. Controls that override ta ON shall not be allowed unless the override shall automatically return the photocontrol and automatic time switch control to its normal operation wrthin 6 hours.; or b. Astronomical time clock. Controls that override to ON shall not be allowed unless the override shall automatically return the astronomical clock to its normal operation within 6 hours and which is programmed to automatically tum the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with Section 110.9; meets the Installation Certification requirements in Section 130.4; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. 4. Internally illuminated address signs. Internally illuminated address signs shall: TABLE 150.0-A CLASS/FICA TION OF HIGH EFFICACY LIGHT SOURCES High Efficacy Light Sources Luminaires installed with only the lighting technologies in this table shall be classified as high efficacy Light sources in this column other than those installed in ceiling recessed downlight luminaires are classified as high efficacy and are not required to comply with Reference Joint Appendix JAB 1. Pin-based linear or compaci fluorescent light sources using electronic ballasts. 2. Pulse-start metal halide. 3. High pressure sodium. 4. GU-24 sockets containing light sources other than LEDs. a,b 5. Luminaires with hardwired high frequency generator and induction lamp. 6. Inseparable SSL luminaires that are installed outdoors. 7. Inseparable SSL luminaires containing colored light sources that are installed to provide decorative lighting. Notes: Light sources in this column shall be certified to the Commission as High Efficacy Light Sources in accordance with Reference Joint Appendix JAB and be marked as meeting JA8. 8. All light sources in ceiling recessed downlight luminaires. Note that ceiling recessed downlight luminaires shall not have screw bases regardless of lamp type as described in Section 150.0(k)I C. 9. GU-24 sockets containing LED light sources. 10. Any light source not otherwise listed in this table and certified to the Commission as complying with Joint Appendix 8. a. GU-24 sockets containing light sources such as compact fluorescent lamps and induction lamps. b. California Title 20 Section 1605(k)3 does not allow incandescent sources to have a GU-24 base. KEY WIDTH HEIGHT COUNT i 3' -O'' 5' -O" 8 ? 3' -O" 3' -I I" 3 3' -O" ::::,' -G" 4 2' -O" 4' -O" Grand total: I I WINDOW SCHEDULE FINISH DESCRIPTION SINGLE HUNG, DUAL GLAZEc CLEAR GLASS$ sCREFN. SINGLE HUNG, DUAL GLAZED CLEAR GLASS$ SCREFN SINGLE HUNG, DUAL Glfa.2ED CLEAR GLASS$ SCREEN SINGLE HUNG, DUAL GLAZED CLEAR GLASS$ 5CK1:EN 20" CLEAR ~ MIN:MUM ~I ' OFENABL ,E AREA /(SEE, 1 NOTE), MINIMUM SIZE WINDOW FOR 20" CLEAR WIDTH Fl nnP ~ Li :OI 2 ! z, 2 O'. ci'i J u 2 :::) 2 ?1 2 f-:r: "' cu :r: J J iii 1" .,. 34" CLEAR MINIMUM MINIMUM SIZE WINDOW FOR 1. 24'" CLEAR. HEIGHT OFENABLE AREA NOTE, I st FLOORS -5.0 sq. ft. MIN. REQUIRED 2nd FLOORS -5. 7 sq. ft. MIN. REQUIRED TYP. EGRESS WINDOW DETAIL NOTES: 1. ALL NEW WINDOWS ANS DOORS ARE DUAL GLAZING. ALL GLASS IS LOW E. _GLAZING SHALL BE INSTALLED WITH A NFRC CERTIFYING SOLAR HEAT GA!N CO-EFFICIENT = 0.30 WINDOWS. DOORS UFACTOR = 0.30 WINDOWS. DOORS 2. ALL EXISTING WINDOW, SKYLIGHT SIZES AND ROUGH OPENINGS SHALL BE VERIFIED IN FIELD PRIOR TO ORDERING NEW WINDOWS. 3. ALL WINDOWS IN SHOWER/ TUB WET AREAS SHALL BE OF VINYL OR FIBERGLASS UNLESS NOTED OTHERWISE ON THE PLANS. 4. OWNER TO PURCHASE WINDOWS AND DOORS WITH SPECIFIED LI-VALUES A;'iD SHGC'S OR BETTER. DOOR SCHEDULE I-K-cEc-Y-+-W-:cl_D-;c:;TH----i--1 H_E=-l~G--,c:-H_Tt-C_O_U_N_T-+_FI_N_IS=--H-~~--------____.:DESCRIPTION . Bl PASS DOOR A 5' -O" G' -8" I B 2' -G" ' G' -8" 3 POCKET DOOR C 2' -8"' G" -8" 2 POCKET DOOR D 5' -O" 8' -O" 2 FR::NCH DOOR TEMFERED SLA55 E 3' -10"' G' -8" l1N1ERIORSLIDING DOOR.5 Grand total: S NOTES: 1. ALL NEW WINDOWS ANS DOORS ARE DUAL GLAZING. ALL GLASS IS LOWE. GLAZING SHALL BE INSTALLED WITH A NFRC CERTIFYING SOLAR HEAT GAIN CO-EFFICIENT= 0.30 WINDOWS, DOORS UFACTOR = 0.30 WINDOWS, DOORS 2. ALL EXISTING DOOR SIZES AND ROUGH OPENINGS SHALL BE VERIFIED 11, FIELD PRIOR TO ORDERING NEW DOORS. 3. OWNER TO PURCHASE WINDOWS AND DOORS WITH SPECIFIED U-VALUES AND SHGC'S OR BETTER. / REVISIONS BY -L'i /\ 6 DESIGN CONSULTANT(S) Steven Mark PROJECT DESIGNER ' Enrique Covarrubias ii, "' "' N ~ L_ N X Q_) "' "' LL --I-' <( E C (.) 0 ~ 0 Q_) '< 0, L " u " i5 (\.) "" e " ___£:, '" C "' [/J L E @J "' ~ _J -\f) " -0 [() oo Q_) N a: '<' ~ "' 0 " ~ r---" [/J _J N u; x l'l ,:j " a: C 0 ~ 0 0 ,g! 0 "' > d, >, L_ >, " [ll L_ " "' "O (\j ~ ii, "' !' 2 '" "' "' "' ~ Q. " '" r---'" ~ "--" " "' 0 ,,, .c " "--" a: Q_) 0 (j -" or---"' E <l>O o-0 '+-<l>N "' "' -" '+-,, "' q> u;, 0 " [/J 0 -<( -00 0 -"' '" (.) "'00 .. g ""' .2: -ch d, a: " "' "' C N :Q i'.o© ,,, E -" ;: " ,,, "' (\j "' "' ..:..: X ~ ~ 2 "' iii 2 ..E ~ _J ..I l'.)U z __J -__J ~ __J UJ 0 0 0 ::E: UJ ai::: ex: ai::: c<l <t z l9 :a:: -l/l UJ 0 Q) ::J -0 Q) ..c () Cl) :i: 0 -0 C Q) ~ s ~ ,._ 0 -0 C\J ro 0) C -co co 0 () " ,._ co 0 oc:s .Q 0 (/) 0 ~ C: co --() ~ :s: Cl) C Q) "'O __J -~ ~ 0 0 w (I) u_ (/) z (D C "O co co 0 E 0) ~ ,._ "' C: (I) a: "' Q) "' ro ~ F C E :::l -st-a5 Q) 0 0 I "' I 0 .c ~ <( ~ U) DRAWN I CHECKED Ron LaBarbera DATE /TIME 1/7/2022 4:52:13 PM PROJECT NUMBER Number JOB NAME Huang SHEET A-4 OF 1 SHEETS ' -- - WALL LEGEND (E) TO REMAIN (N) 2, 4 WALLS (N) 2 , G WALLS (E) EDGE OF ---HARDSCAFE. - (E) PORCH W/ DECK ABOVE . (E) WIO STORY HOME WJ NO CHANGES PROPOSED --- (E) TRELLIS AND POST TO REMAIN W/ NO CHANGES. "' (i) "' co r ID ;r=El====A-===il=10 § 11 11 11 11 i' : ~ I ll__ I __ lll_1L~ ~, --:~~;: ---r~ c= ~~~~ =J I C I I:::: :::i I C :::J ~ 0 (NJ STUCCO FOP i ::S TO MATCH THE EXIST C --1: I C (N) STUCCO AR PATIO ARCH. C C C (E) EDGE OF HARDSCAPE .. (N) 4" DRYER VENT TO O .5 .A (NJ EDGE OF HARDSCAFE BY H.O. LANDSCAPE CONTMCTOR "' z I 0'-0" MIN .. CLEAR ---l---------7'.7/~ STUCCO TO STUCCO. (E) CHIMNEY, 2' ALLOVIED TO ENCROACH INTO THE IO' MiNIMUM SETBACK BET\li/EEN STRUCTURES .. 0 ill 2' -0 1/2'''---';;/-;.L,,(,J 0 2G' -8' --24' -b"-- --0 H.0. FURNITURE TYP.0 0 I --N ii) 2' -2" AVIARA LA.NDSCAFE, AND --i-----MAIN--;-ENANCE EA5EMEi\JT (E) 5' H. STUCCO WALL --_,,,,,!------TO REMAIN TYP, - --/ I I I (N) 3050 SH (I\) 3050 5f-". ---TRA.SH / RECYCLE (N) 303 I SH :c <J) 0 cc 0 "' II 11 =1 cC al I z r I J L OVER COUNTER LED LIG~T .. '11 ·-r·, _J' ('' 015'1 WASH:':R. El G.D (NJ 51'-JK WALL MOUNTED ; · ······.. · :KJTCHEN. , 0 -(N) VAULTED CEILING ···· :rNJ wooof LVP ............ . . . . ~--·-··-···-··-·~ -------··: ---------------------.. --------------------------.----------········c"········ . ·-======·····----'---- GREAT ROOM ' ,• / (NJ VAULTED CEILING,,,/. ~IN) WOOD! LVPL I: I u ·=·=··="=·t OJ ·r ___ FAN DRA.WERS I ----(N) EXHAUST HOOD. I I I ' ----22.X30 ATTIC ACCESS MIN. CLEAR. I ----(N) WATER FOR ICE MAKER. I --(NJ SHELVES ill -iiS I@ "' L :;;: __ _ I I r-~------1-,Lf-~AmC FAU, SEE ELECTRICAL/ I MECHANiCAL AND T-24 FOR CLOSE'[ (1-J; el'-0" Cf•lil•lG 10:1 WOO'.'JI LVc' (N) 2GG8 POCKET (\lj \"✓AS!iE'<. /D's.YER '-" N MASTER BEDROOM (N) '.3'-0" CEILING iiNJ wooof LVP .... , ............................................... / / ~H .. O .. FURNITURETYF .... I I H.0. WALL MOUNTED T.V. ----1-- / N) 30 0 SH I BEDROOM (N) B'-0" CEILING_ / ](NI WOODjLVP •• f-• __ I I I ' SFECIF!CATION DOWN SPOOUT WITH SPLASH BLOCK WALL MOUNTED T.\/_ TAN KLESS GAS WATER r,EATER .. SEE ELECT1(JCAUMECHANICAL FLAN $ T-24 FOR SFECiFICATiON I T;-f--+-PROVIDE 1/2" P.L.F. SLOP!: TO LINEAR DRJl..iN 4 FROM THRESHOLD = 2" VERTICAL FROM TOP OF THRESt-'.OLLD TO TOP OF DRAIN. 1----+--NOTE, 01 I CLEAR STUCCO TO STUCCO MIN .. I 00 AMF ELECT. SUB-FANEL VERIFY LOCATION. --1:1 _j~T----1--:L+---~~i~:::::1=====J-~ DO'ljspou, WITH SPLASH BLOCK TYF .. 4' -G" I' -3" I I I I I I I / 14' -3" I I I 4' -G" 3' -5 i /4'' I 2' -I ! " 2' -7" 2b' -8" (E) +/-5' H. STUCCO , __________ WALL TO REMAIN TYF'. _/ _____ ---,'+;/----------~-4' MINIMUM 5/DE YJ\RD / SETBACK LINE .. NOTE, (N) FOR BATHROOM EXHAUST FM~ AND KITCHEN CFM SEE ELECTRICAi/MECHANiCAL FLAN SHEET A-9 OSED FLOOR PLAN PROV!DE GFCi PROTECTED OUTLETS FOR KITCHEN DISHWASHER, ALL KITCHEN OUTLt.1S. GARAGES, BATHROOMS, OUTDOORS, WITHING' OF A SINK -TYP. 1 4n = 1'-011 (NJ LAUND~Y EXHAUST FAN I 00 CFM MII\IIMUM DUCTED TO TERMINATE ON THE EXTERIOR OF THE BUILDING SEE FIRE F~OTECTION NOTES ON St--:EET A-4 FOR SMOKE ALARM REQUIREMENTS_ " REVISIONS BY 6 6 6 I DESIGN CONSULTANT(S) Steven Mark I PROJECT DESIGNER Enrique Covarrubias 00 "' '° OJ <D '---X OJ Q) "' " LL ..µ <( E C (.) 0 Q) a ~ ~ "' L '" u "' ~ i5 Q) g C ~ "' C " E (/) L © ~ _, -\f) '° c-0 [Ll oO Q) OJ a: q, Jll "' D .. 5 ~ ,.._ " (/) _J "' '° x (\\ u " C 0 _.::,/_ a: 0 " 0 0 0 "' > DL d, "' '--"' " "' '--C '° u (\\ <ii 00 ~ "' '° 2 "' ~ Q_ " "' ,.._ "' a: " C "' 0 "' -" C o._ .!!! o._ co Q) 0 0 -" 0 r--"' E "'0 o-0 '+-" OJ "' "' -0 '+--" "' "' '° 0 '" (/) .,..'.. a, 0 -<( 0 ~ ..,. <D e "' (.) " '° .;; -~ ~ 6 di " a: "' " C C\I :-2 """ "' E C ,i. -" "' "' (\\ <D " ..:..; X 0 ;: 2 "' 'iii $~ ::J ;: _, ill (.!) u ..I z-' -....I ~ ....I w 0 0 0 :;;: w a: a: a: cxl <£ z l9 0 :a: -U1 w 0 0 Q) ~ ~ ,._ 0 N ro 0) -"' 0 u -0 C ~ "" ('j _Q (/) Cl. ~ C: "' .... u 0 5 C 0 "'C ....I LL 0 ~ LL w Q) (/) "O a5 C u "' (]) 0 E 0) (/) ~ " C: Q) 0 a: " ~ +" Q. " ro i= E :::i ..,. 1i, 0 0 0 .... I 0 " Cl. I -" <( ~ (/) DRAWN/ CHECKED Ron LaBarbera DATE/TIME 1/7/2022 4:52:14 PM PROJECT NUMBER Number JOB NAME Huang SHEET A-5 OF 1 SHEETS I (N) "BORAL ROOFING" CONCRETE TILE OVER #30 FELi (CLASS "A") PER !CC ESR-I G47 OR EQUAL MATCe. (El AS CLOSE AS POSSIBLE THE SPACES AT THE EAVE ENDS SHALL BE CONSTRUCTED 10 PR.EVENT THE INTRUSION OF FLAMES AND EMBERS PROVIDE ONE LAYER OF No_ 72 A5TM CAP SHEET lNSTALLED OVER T\-11: COMBUSTIBLE DECKING. I b' MAXIMUM HEIGHT LINE (N) 5, I 2 FITCe 7YF. rrP (N) DEPICTS SCISSOR TRUSS BOTTOM CHORD TYP. (N) STUCCO FOP-OUT AROUND WINDOWS, TO MATCi EXISTlt\!G (N) STUCCO FOP-OUT AK..OUND PILASTER TO MATCH EXISTING cL.i '.'--::c 12 5 I i t--- --! I ••• ;----; __ . . ---. --i (N)TOF~ I H-----------(N) METAL DOWNSPOUT W/ SPLASH BLOCK TYP. I _ .-1----+tr----------(N) TAN KLESS WAIER HEA-;-"ER, SEE r-·,J_ ELECTRICAUMECC,ANICAL FLA< 7YF. I ' LJ PROPOSED ELEVATION (FRONT) 1/4" = 1 '-0" ------EXPOSED VALLEY fLAS~INGS SHALL BE CONSTRUCTED WITH MiNIMUM 26- GAUGE CORR0510N-R£515TA,\lT METAL INSTALLED OVER A MINIMUM 36"- WIDE SINGLE LAYER Of No. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY. TYP. ANY ROOF GUTTERS SHALL BE PROVIDED wm-: MEAr\!5 TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS. (N) TOP PLA-;"E Oi (N) 2x i 0 FAINTED BARAGE BD., MATC1 EXl5TNG TYF'. rr-~-------(N) DOWNSPOUT WITH SPLASH BLOCK n'P. ----rn~~~~~11--------{N) STUCCO FINISH. MATC:7 EXISTING TEXIURf AND COLOR TYP. HOME. -------------,----+1~---------7"'---------t--_c--+1--------(N) STUCCO SCREED 1YP. (NJ STUCCO Flr<ISH ON UNDERSIDE OF _ _ , ENTIRE DECK$ CEILING OF PATIO COVER-=------+--,:----i-'.-c' ..... (NJ 2X IO FAINTED FASCIA BD. WITH GUTTER TO MATCH EXISTING, n'P. (N) TANKLE55 WATER HEA7ER. TYF. n'P. (N) FINIS,-1 GRADE. TYP. ,---·-, ,-!--__ _I_ ___ ' I·--- '---·-; '-·-- ·--··· ··-I ----··-! -- PROPOSED ELEVATION (LEFT SIDE) 1/4" = 11-0" i--[-···--- ' ·-;--~· __ (NJ STUCCO SCREED -TYP (NI "BORAL ROOFING" CONCRETE TILE OVER #30 FELT (CLASS "A") PER ICC ESR-I G47 OR EQUAL MATCH (E) A5 CLOSE AS POSSIBLE THE SPACES AT THE EAVE ENDS SHAU. BE CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES AND EMBEK.5 PROVIDE ONE LAYER OF No. 72 ASTM CAP SHEET INSTALLED OVER THE COMBUSTIBLE DECKING. (NJ 3 COAT STUCCO 7/8" THICK OVER ! 5 # FELT. MAICH EXISTING AS CLOSE A5 POSSIBLE EXTERlOR PLASTER. WHEN APPLIED OVER WOOD-BASED SHEATH!NG, SHALL REQUIRE UNDE~AYMENT WfTH A CONTINUOUS WATER-K.ESISTIVE BARRJER WITH PERFORMANCE AT LEAST EQUIVALENT TO TWO (2i LAYERS OF ASTM D22G TYPE I GRADED # J 5 ASPHALI-IMPREGNATED FELT G A-10 9 I I ••• : ••• I ,(N) G" WIDE CONC. · ·---CURB TO RETAIN Tt-:E =::....11·---___ EXISTING GR.ADE. ·- _PROPOSED ELEVATION (RIGHT SIDE) 1/4"=1'-0" ;----_ (E) FINISH FLOOR --~'1:7a, ;·.(NJ EXISTING GR.ADE TYF. -··----I .. ····-···· . PiTCH TYF. 5 10 PROPOSED ELEVATION (REAR) 1/4" = 1'-0" (N) SPANISH ROOF TILE TO MATCH EXl5TNG. S~ALL BE CLASS A. n'P. SEE ROOF FLAN FOR SPECiFICATION AND WATERPROOF UND.ERLAYMENT_ -~-'"-'¢"-c--------------(N) 2x ! 0 FAINTED BARJ-1.GE BD .. MATCH EX!STNG TYP. (N) DEPICTS SCISSOR TRUSS BOTTOM CHORD "i"YP. (N) TOP PLATE 7 --+----!-+----------(N) STUCCO TO MAICH EXISTING, TYP. :---· (f') FINISH FLOO_R __ -'H9"" ___ _: ____ '.-1 (EJ EXISTING FINISH GRADE TYF. =--={EJ WATERPROOF STEM WALL TYP. I------ EXPOSED VALLEY FLASHINGS SHALL BE CONSTRUCTED WITH MINIMUM 2G~GAUGE CORROSION-RESISTANT METAL INSTALLED ----OVER A MINIMUM 36"-WIDE SINGLE LAYER OF No. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY ANY ROOF GUTTERS S~ALL BE PROVIDED ----WITH MEANS TO PREVENT ACCUMULATION OF LEAVES AND DEBRIS. __ (~N~) TOF PLA'---TE'-f"m'>- --·I --; REVISIONS BY 6 /\ 6 i DESIGN CONSULTANT(S) Steven Mark PROJECT DESIGNER ' Enrique Covarrubias , 0) "' "' N e L -X OJ ~ 0, "' LL .µ <( E C 0 0 ~ o ('5 0 O> L cu u " -"' i5 <l) 0 " C ~ "' C "' E CJ) L @ ('5 ..J -U) "' C -0 (L\ oo ~ OJ a: '<' 2 0, D ·5 ('5 r--... CJ) _j OJ "' -X 1l " " s:::: 0 a: 0 "' 0 0 0 0, > ~ d, >-L >-... "" L C "' " (IS <ii 0) i" " "' "' ~ "" e Q_ " " r--" ~ ... C Q_ 0, 0 "' ~ C Q_ "' a: ~ ' 0 \j -... 0 r--<O E Wo o-0 4-" OJ "" 0, -0 "' 0, 0, "' 0 4-CJ) ;. cb -cu 0 ~ <( 0 "' WO ... <X) 2 ... 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All dimensions and conditions on job site shall be verified prior to beginning construction and shall immediately report any and all discrepancies to Marrokal Design Center. Main Office Plans Prepared By: '!) Ul -a ui /ii 7" P' ~ (Jl7J:I --uC --17ui11filZ<Z ~2-;-~oQUlG"l ·._ TT1 N C O -( C :....; '1 .,,, jii "i ui "' r-· TT1 h1 rn rn --1 r z O O S: $'. IJ] nl.-1·.-. rn ~Q)>"llGi )> -<s:-0--1 o rn:....i..-01 qi ~(f)arn ~ :i~nl Al r11sl..► 0 om ~~ HuanQ..i Edwin & Claire 9842 River Street Lakeside, CA 92040 Marrokal Design Center 1004 Merganser Ln. Carlsbad Ca 92011 Sheet Title: Proposed Roof Plan MARROKAL DESIGN & REMODELING LLC tel: 619-441·9300 fax: 619-588-5917 License#1010116 www.marrokal.com 9474 Kearny Villa Rd., Suite 205 San Diego, CA 92126 Ron LaBarbera Phone (858) 549·9000 ext 27 RonL@marrokal.com Fax (858) 549-9011 "" '~,"' 'I I u 0 :!l 0 0 < m '-ro ::i Pl -, -, --j 2 ..o· 0 O" C [)l -,(1) -ro G') ~l ~ ~ --I , 0 [>I[:>[> ' m (/)~ -G) (1) z :!l a5 0 ~ :J ~ iJj ~~ 0 z (/J ~~ ;,;-~ - ~ [J) -< ' '-- (N) RADIENT BARRIER PLYWOOD REQUIRED TYP. (N) CEILING iN5UUATION -ATTIC BA;T-38 TYP. \J (N) AT 2XG EXT. WALLS -BA;T-------------,., R-2 I $ b" CONCRETE CURB WALL I '-4" HIGH Tff. PROVIDE WATERPROOFING TO STEM WALLFERDETA!L I I/A-10 --------- --1 ! --, ____ ,I ---I -··---i ii {N) PROVIDE OUGHT AND 5WITCH IN ATTIC. (NJ usr= 3/4" PLY FOR CONT. FLOORING FOR Fi,U AND WORK FUATFORM PER MEC-1AN ICAL NOTE G SHEET A-3. TRUSSES AND Fill FRAMiNG FER STRUCTURAL CALCULATION5 AND------------- TRUSS MFR. TYF. CLP5S 'A' ROOF TILES TO MATCH EXISTING AS CLOSE A POSSIBLE OVER 2 LAYERS #30 DlilLDING FELT. (N) STUCCO FOPOUT SEE EXTERIOR ELEVAT!ONS. TYF. (N) 2X4 EXT. WAU. BATT R-\5 INSULATION. TYP ' ---,•' -,-,------ -··--! i ;--; ,--· .·····. I - ____________________ (NJ RADIENI BARRI CR PLYWOOD REQUIRED TYP. CENTER ATTIC TRUSS WIT!-', 30" ,----·y I / ' I I , I \ I I \ I I ~ / UJ - ------------------HEAD CLEARANCE FROM PLATFORi\.1 AS DEPiCTED. HORIZONTAL FURNACE ON RAISED ______________ PUATFORM. (NJ CEILING INSULATION -ATTIC ________ BATT-38 TYP. 12 ~ 5 IN) ~OOF FITCH TYP. '•,/'""v-._, ~•--., _,,J ,\ ;\ : ,1::r)-. ;--r:x:J-~r1.-:r -\X""(:C~CAX~\};~(A,.\, -~(_N)~TOF FLc_A;.:.TH"l,I ) .. _J... j_J.. A .J.. J... J.....L).. _J_ l. J__ ) J,..L 22X30 ATTIC ACCESS M!N. CLEAR. ---PROVIDE LIGHT IN ATTIC AND SWITCH NEAR OPENING. SECTION 'A' 3/8" = 1 '-0" ATTIC FURNACE LOCATED fl'; _____________ CENTER ATTIC TRUSSES. r-----r-----r-----r-----r-----r-----r-----~ 22X30 ATTIC ACCESS Mli'i. CLEAR. PROVIDE LiGHT IN ATTIC AND SWITCH NEAR OPENING. I I SECTION 'B' 3/8" = 1 '-0" I - 1·-·-i ----'--·-1 I ___ (NJ AT 2XG EXT. WALLS -BA"f;- R-2 i 4 G" CONCRETE CURB WALL i '-4" ;-11GH TYP. (El FINISJ-: FLOOR TRUSSES AND FILL FRAMING PER - ---------------------ST~CTURAL CALCULA:"iONS AND TRUSS MFR. TYF. _______________ (N) CEILING IN5UUATION -ATTIC _ BATT-38 TYF. 12 (N) ROOF FITCrl TYP. (N) TOP FUATE ---- ~ (NJ 2X4 EXT. WALL BATT R-15 l[ci!JJ..)___.------INSUUATION. TYP. ___ (N) STUCCO SCREED. TYP. (E) FINISH FLOOR -------"'""' PLAN APPROVAL PlAJ\S MD SPECIFICATIONS APPROVED AS SHOWN WITH CHANGES NOTED IN RED. AND INITIALED OWKER----·----- Qwr-;ER--------- DAT~--------- ~...: .::a.!!:l <c ~c°s >c ";::' _gi •• QO j~ O 0 we -0 ~~ .o.8 .Q, w f...l .!l? -= u ·-C "o .Q Qo oo, ooO -00 .c ,---o Em -"O QC ~ 0 x> 0 C E o C ,-.2 g_ ~e:i 0> co -~.N C "O 0 ID o. E o E 00 ·-•= .c o -.c -w a.,, CC .Q Cl! oc 0 0 u:;:::: 0 0 C 0 Qc ~~ .o oo --' ~ --' C cn·c cc 'fil"g1 -g .0 E .8 0 C a: 0 <>1:1 ·:s_ c-,, .!2l.~ ~E o• > roo ~.o gm o .c " w -. 0 --= >" t .0 • 0 Q·-0 C a. 0 ID W .C C +-" _Q (D ,-:: c "0 0 C w a -o .§ -g g-0 "w :0§ ru·-w w .c .c • -E 0 '5 w= ID<t O C ·= 0 OU .,00 0-ID c -0 ID O 0 0 ~z mo w a ~-c~ ~ :E Ow CC .,,. (U~ .£ 0 ~-·;:: :E o- REVISIONS BY 6 6 ,_6 , DESIGN CONSULTANT(S) Steven Mark PROJECT DESIGNER Enrique Covarrubias 00 <O "' "' ro I:.... "' X (lJ "' "' IL -1--' <( E C 0 0 (lJ 0 (\) '-' "' <;__ 00 u " i5 (I) -"' g C __0, "' C "' E Cf) <;__ @J (\) _,_ U) "' c-0 co oO (lJ "' a: q, -~ "' 0 (\) ,___..,. " _J "' "' Cf) x [\) ,::, " s::: 0 _:,L a: 0 .S!! 0 0 0 "' > DL'. d, >-I:.... >-..,. a:, I:.... C "' ,::, [\) :. 00 !' " "' "' 2 "' ~ Cl. " ..,. " 0:: ,-.. C ..,. 0 "' "' .c C 11. "' 0:: (lJ 0 0 _..,. Oh <O E "0 o--0 '+--" "' "'"' -0 ,_ "' "' "' 0 <ii '+--Cf) .:... co -0 -<( 0 ~ " ro e " 0 " "' ,. -~ -0)0) :. ~~ " C --"' E <D<D C ;: -" "' " ro " [\) .:..: X 0 5 2 "' "Sj .m~ ::::; 5 ...J l?U ..I z--' .... --' ~ --' w a 0 0 :;;: w Di: 0:: Di: o6 C z l? :al: .... (/) w a (]) ~ ~ 0 ..... C\J C'CS m co --0 u -0 ~ co .n 0) ~ (J) C co C --u 0 $ C -"'O -' 0 " ~ Q) 0 w IL (I) (/) 0) ai C ,::, co 0) 0 E 0) C ~ " C (I) ·-a: :;; ~ "O " C'CS f--E :::J "'" " 0 0 :} I " I 0 .c co <( ~ (/) DRAWN/ CHECKED ' Ron LaBarbera DATE /TIME 1/7/2022 4:52:19 PM PROJECT NUMBER Number JOB NAME Huang SHEET A-8 OF 1 SHEETS ELECTRICAL LEGEND = Door Bell ~ Outdoor flood light ~ { Switch ®SD Smoke alarm {3 Three way switch ®cM Carbon monoxide alarm {D Dimmer switch ~ Exhaust fan <;. vs Vacancy sensor QJ Junction box @= 11 O Volt duplex outlet • Recessed can light .. -11 O Volt duplex outlet ---below counter I Linear light Waterproof with ground @= WP GFCI fault circuit interrupter I Under cabinet Light @= GFCI Ground fault circuit interrupter @= AFCI Arc fault circuit + Wall mounted light interrupter @= I /2 Switch operated Ceiling mounted light/ HOT outlet ---e-Pendant light @ea 220V 220 Volt duplex outlet • Ceiling mounted CABLE directional light f----i, TV Cable television G Puck light f----i<! PHONE Telephone jack M-Bath fan & light HFG Fuel gas combination SEE 150(K) RESIDENTIAL LIGHTING SECTION IN THE GENERAL NOTES PAGE. FOR ALL LIGHTING REQUIREMENTS APPLICABLE TO THIS PROJECT. ALL LIGHTING TO BE HIGH EFFICACY -SEE MF1 R FOR SWITCHING REQUIRED AND NOTES. ELECTRICAL NOTES 1. RELOCATE EXISTING LIGHT SWITCHES & OUTLETS AS NECESSARY DUE TO REMODEL. 2. SEE SHEET A-4 FOR ADDITIONAL RESIDENTIAL LIGHTING & ELECTRICAL NOTES AND LEGEND. 3. EXISTING SMOKE ALARMS MORE THAN 10 YEARS OLD SHALL BE REPLACED. 4. ALL LUMINARIES SHALL BE HIGH EFFICANCY AND SHALL HAVE A MANUAL ON/OFF IN ADDITION TO A VACANCY SENSOR OR DIMMER. MECHANICAL NOTES 1. EXHAUST DUCTS AND DRYER VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS. 2. INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH SPACE-HEATING SYSTEM CAPABLE OF MAINTAINING A MINIMUM INDOOR TEMPERATURE OF 68 DEGREES F. 3. WINDOW OPERATION IS NOT A PERMISSIBLE METHOD OF PROVIDING BATHROOM EXHAUST FOR HUMIDITY CONTROL 4. PLEASE SEE T-24 SHEET AND T-24 SUMMARY FOR ADDITIONAL NOTES AND REQUIREMENTS. (El FORCH W/ DECK ABOVE / / (E) TRELLIS AND POS:'" TO ~EMAIN W/ NO CHANGES. :::: .. ::::::.::··~ .. -. ·~·---.. - (N) CARBON MONOXIDE DETECTOR AND SMOKE DETECTOR. (N) 4" DRYER VENT TO O .. S.A. .· ,i ______ (E) TV✓O STOR.Y HOME W/ · i NO CHANGES FROFOSED. j ----------- I I i I -· --\ . ....... ··---,~ \ (N) H.B. _J- COVERED FATIO I I D.B. WP GFCI (N; 1S'A5HER /DRY~R- CLOSET (hJ) CARBON MONOXiiJE DETECTOR AND SMOKE DETECTOR. MASTER BEDROOM AFCI 4' 5IDE YARD SETBACK -----+--------- LINE. (NI LED CAN LIG:iTS TYP. HALLWAY I - AFCI CABLE,, TV ------ . ---------·w··•·.·.·.··.·-.·-. "'-• .. -.. , .. ,_"' -~:, ./ _c ,' : / i/'/ / . / SEER-14.0 MIN. NO HERS c------_.!.J._j_~ H.0. WALL MOUNTED T.V. ,-I : j I ----cj-j___~ TAN KLESS GAS WATER HEATER. -NAVIEN #NPE-1805 OR EQUAL UNIFORM ENERGY FACTOR 15 0.97 MIN. 150.000 BTU INFUi (< 200,000 I I / LED TOE KICK -~(NJ POWER FOR TOILET i . (NJ SHOWER HEAD FER !NTERIOR'S SPEC. SHOWN FOR CLARITY " INSULATION = R-G MIN .. DUCT (t-'.ERSJ 5% LOW LEAKAGE TEST -YES AND REFRIGERANT CHARGE MINIMUM AIRFLOW, ,~AN WATT DRAW #: / I\JOTE: FER T-24 COMPLIANCE ~QUIREMENTS SUMMARY, DUG /~/ NW FAN EFFICIENCY. NOTE: _ ~J!i--!---------,'-f-,~---I 00 AMF ELECT. SUB-PANEL VERIFY LOCATION.UNDER GROUND FRQl'J; MAIN STRUCTURE TO ADU. , , ; I / !,'/ , .· . . , NOTE: (N) EXHAUST FAN SEE MECHANICAL NOTES ON Sr'.EET A-4 FOR KITCHEN CFM AND SONE RA.TING SPECIFICATIONS, S~ALL COMPLY WfTH t-24. pLEASE SEE COMPLIANCE 51-tEETS A-i ! THROUGH A-13. PROVIDE GFCI PROTECTED OUTLETS FOR KITCHEN O:SHWASHE:Z, ALL KJTCHEN OUTLETS, GARAGES, BATHROOMS, OUTD00:0, WITHIN G' OF A SINK -TYP .. (N) Lfa..UNDRY EXl-',AUST FAN I 00 CFM MINIMUM DUCTED TO TERMINATE ON THE EXTERIOR Of THE BUILDING SEE F!RE PROTECTION NOTES ON SHEET A-4 FOR SMOKE ALARM REQUIREMENTS (NJ LP..UNDRY EXHAUST FAN J 00 CFM MiN/MUM DUCTED TO TERMINATE ON THE EXTERiOR OF THE BUILDING PROPOSED ELECTRICAL/MECHANICAL PLAN 1/4" = 1 '-0" -... REVISIONS BY 6 I 6 6 ' DESIGN CONSULTANT(S) Steven Mark PROJECT DESIGNER Enrique Covarrubias . ro '° "' N e L_ -X N Q.) '" "' LL -I-' <( E C 0 \\i 0 Q.) 0 q 0, L '" u '" i5 Q) -" 2 C _£.:, '" C "' E (f) L @J \\i _,_ U) "' C -0 co oO Q.) N a: ~ :& \\i 0, 0 r--" 0 _J "' "' (f) x (\) 'O " a: C 0 _:,/. 0 0 "' 0 0 0, > Di'. d, gi ,.: >, L_ >, " :;:::$ "' L_ C "' 0 C 'O (\) '" ro oID 1' '" "' --; (J "' 2 " e ~c C. ._,. t.~ 1' r--'" 0 • ._,. C C. ID 0. 0 -o 0, o_ "' ~ ID O C Q_ :ge "' . -ii: -0 ~~ DB ;.* Q.) 0 ·-C 0 "' \..) -" 0 r--'° E ID C. c. ID ©o o-0 ·-4-""' "' 0, -0 • 0 b o, 9' LQ 0 -. 4-"' -'" ~·--oo -" -'O 0 '<( 0 o= "0 "co -2 -0 -~ -'Y LQ "' '" -'O 0, 0, "-c a: (D (D ~-C 'O <D <D "' E N·-C ,i X ~ -" "' " oc (\) <X) " .:...:. X 0 " E~ 2 0, 'iij 2$ ::J " 0 0 -' -0. ~ ID c~ -~ £2 U) -~ C 'O l!)U 0 ID ..I o. E z-' IDE --' ··-c:r: -' •= w ~--~ ~ 0 --0 'O 0 Cc 0 _Q u! :;;: oc w 00 a:: -0 :;::: cl:'. oo " 0 a:: cc$ C.,a •• CCC .o c:r: z oo \.!) -' 0, _; C ::E: -oi-E <J] CC w =·o.i 0 ID ID ,lD EB ID' a: .Q "' Q. C 'O o, ID ·oo :E 0 -D~ 00 ~D 0-t:: rn -~ "' . -ID 0 ;t::: ~-tD 0 0 c.-0 C Q. 0 0 ~ :S .Q a:, :t::: -'O 0 C • 0 -o .§ -g is 0 0 • -c Do ~ ·oo 0 C ~ ID -E 0 '5 •= ID "' ~ i::: ·c ,g 0 0 '° 0 0-ID ~ -o ID o aO --= 'O > C·-o 0 Q) ~ • 0 ~ C o,-0 C C. ,._ C'O ·~~ ·-N cu a, a.. '"O~ co s; ~ 0 0 C 0 ·ai(/J "O C'O ·.:::c o-~ co u _a <J) C ~ C'O C co 0 .c $ u C Q) ""O -' ~ 0 ~ LL w CJ <J) " C C'O 'O co 0 0) u E ~ " C CJ " ,_ a: 2 +-' (D cu ~ u E ::::::l v 1D Q) 0 0 I " I 0 .<= w <( ~ "' I" DRAWN/ CHECKED Ron LaBarbera DATE/TIME 1/7/2022 4:52:20 PM PROJECT NUMBER Number JOB NAME Huang SHEET A-9 OF 1 SHEETS '- (E) FLOOR FLY (El FLOOR FRAMII\IG-~ (N) LINEAR DRAIN ~SHOWER FINISH Pi"-R. ;.,.,,,,-PRODUCTION PACKAGE 4", (N) DRY PACK MORTAR-! SLOFE 1/2" PER FT. TOWARDS DRAIN (NJ BATHROOM FLOOR!NG FINISH (E) FLOOR PLY (E) FLOOR FRAMING ~------(N) FLOOR. FRAMING PER FRAMING FLA.N (NJ ASPHALT SHINGLE \IV/ HOT MOP @ 1/2" FER FOOT PITCH (MAX.)---~ CURBLESS SHOWER DETAIL TYP. FOR RAISED FLOORS G) Curbless Shower Detail. CLJ\SS 'A' ONE-PIECE "S" TfLE------- PER FLA.NS \ 30# FELT PAPER. 7 \ (2) LAYERS I OVERHANG .;"-PITCH PER FlAN / RADIANT BARRIER / ROOF SHEATHING .._.,,,6--".>PER PLAN e 2x BARGE BOARD------.;,1111 MATCH EXISTING BATT \ ' INSUL. FER 2x4 NAILER / \ FLANS ;;: ST ARTER BOARD----~ \ OUTLOOKER--------'----t{l,\-11 TRUSSES PER PLAN ---------jj;Mr"v7" 7/8" STUCCO---------: <, 00 T ' I \ ' ' I ' / \ ; \ / GRADED BU;~~~:~---------•.,.:~~lj: ' /,. ), f, ~ 1 OVER 50,EATHING +,t __ t§ :~tEilONS, MIN. FIRE-RESISTANCE SHEATHING PER SHEAR---------fol'+j~/; (2:2'<5' FROM FROP. LINE), SCHED. ;~:: , ' ROOF EAVE FIKE-RESISTANCE RATING 2X STUD WALL----------t•ttr" ""~ll 5HALL BE PERMITTED TO BE REDUCED 70 ----------lcffi,l,.,:,·> Q HOURS ON THE UNDERSIDE OF THE FIBERGLJ\SS BATT· -AVE FK.OVIDED THAT GABLE VENT INSULATION PER PLANS '.,' i FENINGS ARE NOT INSTALLED. FER TABLE j 02.1(1) 'j.' 1/2" GYPSUM WALLBOARD, USE 5/8" ., ' TYPE X GYP. BOARD FOR REQUIRED ONE HOUR WALLS ® Rake (Cone. Tile) CLJ\55 'A' ONE-P!ECE "5" TiLE PER FLANS~ 30# FELT PAFER---· \ \ OVERHANG ~ i2) LAYERS. \ I FITCH FER FLAN IXT<GSTARTERBOARD~ \ \ TRU55E5 FER FLAN~\\ \ I /4"-3/4" OVERHANG--~ \ \.'-'<'IC""\ BIRDSTOP METAL DRIF EDGE FLASHING (UNDER FELTI METALL GUTTER W/ DEBRIS--\.. i ---FIBERGLl;\SS SCREEN, MATCH EXISTING BATT INSULATION 2x FASCIA W/ l X3 TRIM MATCH (!,;·,,_!-s.J., PER PLANS EXISTING ~f ••PROJECTIONS: MIN. FIRE- REGLET W/ 3.5" ATTACHMENT----~ :,<~Ji RESISTANCE RATING (22'<5' FROM FLANGE ··~ FROF. LINE), I 2X BLOCKING-----~ i~K--KOOF EAVE FIRE-KE515fANCE 7/B" STUCCO----------''_'!-< .<fa.TING SHALL BE PERlvjlTTED TO BE · ! · REDUCED TOO HOURS' ON THE GRADE 'D' BUILD:~~p~::;---------+llisg ~~i:~~~~~cfcTi:t~J~:S~~~~gD (2) LAYERS OVER SHEATHING I it°5>-J FROM -;-~E WALL -;-op F~TE -;-o THE R'"'I UNDERSIDE OF THE ROOF SHEATHING PER SCEAR SCHED. ; :;<,{ SHEATHING PER TABLE R302 1 ( 1 J 2X STUD WALL ' -:J_, Ii it,..,~<JI,__ I /2" GYPSUM WALLB9ARD, USE 5/8" FIBERGLASS BACT INSUL. PER----------.'"K TYFE X GYP. BOARD FOi R REQUIRED FLANS l·i t< il~ ONE HOUR WALLS. i ~8 Eave (Cone. Tile) -~ PER 20 I G CALIFORNIA RESIDENTIAL CODE, R3 I I .3. I, R3 I I .3.2 $ R3 I I .3.3 INTERIOR EXTERIOR ,,,---EXTERIOR DOOR ·THRESHOLD FRONT DOOR (EGRESS DOOR) I -I /2"" MAX. FOR OUTSWING DOORS 7-3/4" MAX. FOR INSWING DOORS ALL OTHER EXTERIOR DOORS 7-3/4" MAX. (REGARDLESS DOOR SWING) EXTERIOR LA.ND!NG 1/4": I 2" MAX. SLOPE .. .. .. r,::2 '\ EXTERIOR DOOR THRESHOLD ~ SECURELY FASTENED RIDGE/HIP NAILER FOR TKJ M Tl LES. CLASS 'A' e.OOF TILE PER~ PLANS MAY VARY 2X RIDGE BLK'G PER \ .?CT-, STRUCT. \! ,, i ,, j-. 'l _)•-....,../ --}._ ___ )'·- / TRUSS/CONVENTIONAL FRAMING---~ FER PLANS AND SIRUCTURAL DRAWINGS MAY VARY. ---WEATHER BLOCKING MORT AR OR OTHER APPROVED MATERIAL. ---FELT UNDERLAYMENT PER PLAN ---PLYVl/00D SHEATHING FER PLAN +-t--TOF rnoRD BATT iNSULATION WHEN APFLIES PER T-24 0 RIDGE/HIP. ~ NOTE: VALL!::--Y FLASHING TO BE INSTALLED OVER A MINIMUM 3b" WIDE UNDERLAYIV:ENT CONSISTiNG Of ONE LAYER OF No. 72 ASTM CAP SHEc1 K.UNNl~~G i"riE FULL LENGT:--1 OF THE VALLEY INSTALL PER MFR.--~ SFECIFfCATION5 b" MIN TILE7 n t;i-1 ! y--......_ \/\/\- -"'"'-... ___ / ·, TRUSS/CAL-FILL---'~'--.::-' \.._ FRAMING VARIES. FRAMING PER STRUCTURAL ~--VALLfY FLASHING (MIN. 2G GUAGE GALVANIZED} W/ CRIIV;P IN CENTER AND HEMMED EDGES FELT UNDERLAYMENT PfiZ FLAN ~--PLYWOOD SHEATHING PER PLAN ~-----FRAMING FER STRUCTURAL. MAY VARY (g\ VALLEY FLASHING (TILE) 0 ~---··BATT INSULATION · (WHERE OCCURS) 1/, (NJ 3 COAT STUCCO 7/8" THICK OVER I 5 #FELT.WHEN APPLIED OVER VI/DOD-BASED SHEATHING, SHALL · REQUIRE UN DER.LA Ylv1 ENT W:TH A I CONT!NUO'JS WATER-RESISTIVE BARRIER WITH PER..'::ORMANCE A"i ' LEAST EQUIVALENT TO TWO (2) LAYERS OF ASTM D22b TYPE 1 GRADED# I 5 ASPHALT-tVPREGNATED FELT .. ! ! ~--BUILDUt-JG 'vVRAF 1--.-'. ;.;9 .. _,i..,""-.,..,--+-4....::;;.,.i""~⇒c...-----WEEF SCREED FER R703.7.2. I .. .... · _.·_. ~--CONCR..FTE •OOTING PE". STRUCTURAL ~-FINlSH GRADE OR COMPACTED GRAVEL OVER SAND BASE G)OOERIOR WALL SCREED 4 J ..., . __.---MIN. CLEARANCE CENTER OF TOILET TO WALL OR CABINETS PER PLAN ~WALLOR CABINET PER PLAN :-l l= ~~-MIN. CLEARANCE 1 r IN FRONT OF """7' TOILET MIN. TOILET CLEARANCES APPLICABLE FOR ALL TOILETS 7 TOILET CLEARANCE DETAIL 5/8" i"YPE X GYPSUM \IVAU_BOARD APFLIED VERTICALLY OR HORIZONTALLY NAfLED WITH Gd COOLER OR WALLBOARD NAJLS AT 7" O.C. WITH END JOINTS ON NAILING MEMBERS. SiAGGER JOINTS EACH SIDE. FER 20 I G CBC TABLE 72 I. I (2) ITEM 14-I .3 INIERIOR FACE 2 x 4 WOOD STUDS I b" O.C. WITH 7/8" CEMENT FLASIER (MEASURfD FROM THE FACE OF STUDS) ON THE EXTERIOR SURFACE. PLASTER MIX I :4 FOR SCRATCH COAT AND I :5 FOK BROWN COAT, BY VOLUME. CEMENT TO SAND FER 20 I b CBC I HOUR FIRE RESISTIVE I 5-1 .3 EXTERJOR WALL EXTERIOR FACE WOOD STRUCTURAL PANELS SHALL BE PERMITTED TO BE INSTALLED BETWEEN THE FIRE PROTECTION AND THE WOOD STUDS ON EITHER THE INTERIOR OR EXTERIOR SIDE OF THE WOOD FRAME ASSEMBLIES PROVIDED THE LENGTH OF THE FASTENERS USED TO ATTACH THE FIRE PROTECTION IS INCREASED BY AN AMOUNT AT LEAST EQUAL TO THE THICKNESS OF THE WOOD STRUCTURAL PANEL ~ ONE HOUR WALL 0 , NOTE: THIS DETAIL ILLUSTRATES TYPICAL WINDOW FLASHING CONDITIONS. I ACTUAL FIELD CONDITIONS MAY VARY. ' MODIFICATIONS MAY BE NECESSARY TO ACCOMODATE THOSE CONDITIONS. ..-+!----JAMB STRIP FLASHING: BARRIER COATED REINFORCED FLASHING MATERIAL (BCRFM) SISALKRAFT OR EQUIVALENT .-+!----SILL STRIP FLASHING: TOP NAIL ONLY ~+---HEAD FLASHING OVER WINDOW FLANGE (BCRFM) ....,'c..' ---BCRFM .;-,+----WINDOW SYSTEM W/ FLANGE OVER JAMB & SILL FLASHING PROVIDE CONTINUOUS BUTYL SEALANT BETWEEN JAMB & SILL WINDOW FLANGE & FLASHING STRIPS --BUILDING PAPER ~-----BUILDING PAPER UNDER SILL FLASHING STRIP (BCRFM) 04 , WINDOW FLASHING1 '0 7/8" EXT. STUCCO FER PLANS- G.i. SCKEED 4" MIN. TO EARTH 2" MfN. 10 PAVED SURFACE "CARUSLE CORP" CON UV.-800XL INSTALL FER MANUFACTURERS SPECIFICATIONS 1-----DRYWALL AND FURRING AS REQUIRED. / CONC. STEM AI\JD FOUNDATION PER STRUCT. "CARLISLE CORP" CCW AVVF FRIMER TO WALL$ FOOTING INSTALL FER- MANUFACTUR.ERS SPECifiCATIONS I z 1 1 11 6 =,--+--4 tf) ts 11 '° 0 z SLOPE GRADE 5% TO SWALE-· I ,_ ::\ 11 ::Co: -----------"'T"TT~T""J:'57~1 -H--H----:s ":i -: I ._1 . \ (L U ''CARLISLE CORF" CDN MIRADRAiN bOOO --:-i f !T----:-_•_._. 1 J INSTALL PERMANUFACTUR£RS--=1' ~±l±'c-f_'f'-_C.._-llJ ! SPECIFICATIONS ::[ . •=1 I tr-'-·-,, I WRAF PIPE$ 3/4" AGGREGATE WITH , } ...:.......:. , I "TENCAIE" MIRA.Fl I 40N GEOTEXTILE-:-t__j-t:-.-I 4" D!A. PERFORATED DRAIN PIPE SLOPE< OUTFALL TO CATCH BA51N .5% IV.IN. ,_··-, 1 __ 1 I I ' I I 1--_il = ---1 ;,cA,'?JJ~LE CORF" CCW -"SURE-SEAL TERMINATION -BAR IN5TALL FER · __ --··••: :-[ -· ' : ·.:···-·:::·1 . MANUFAC~URER5 -'=-"", ---,-:-:=."'" . .,._ .. _ .... ____ ! I j · ·5PECIFICA I IONS : _,_,---~-L1 ·--L~...:-~-~l-~---·:···- @WATERPROOF STEM WALL , REVISIONS BY 6 6 .. 6 ~ DESIGN CONSULTANT(S) Steven Mark PROJECT DESIGNER Enrique Covarrubias ro "' "' N e L .,. " N (I) "' "' LL _µ <( E C 0 0 (I) 0 ('i:i 0 "' I:.-"' u <D i5 (\_) -"' 2 "' ~ '" C "' E '5" (/) I:.-@; ('i:i ...J .,. \fl "' "' .,. 0 OJ oO (I) N 0: '? ~ "' 0 _'.] " "" => Nu, (/) x -"' lz " s::::: 0 0: 0 0 ,,g 0 0 "' > Di' d, >, L >, "" CD L "' "' " ("II ~ ro "' ~ "' "' "' 2 "' e C. "" ~ " "' 0.. "" "' "' 0 "' .cc "' 0.. "' a: (I) I 0 \J ' E -"" 0" "' -<Do 0.,. .,. 0 4-~N '"' "' 0 -"' q:i ~ 0 4-(/) .,. "' 0 ~ <( .,. "' 0 -"' <D (J "" "' .;: 2 "" "' .::: -en en cri 0: "' "' C C\J :2 .,. .,. "' E "'"' "' ,i -"" "' "' ("II "' "' ..:..: >< 0 3' 2 "' "@ 2~ ::J 3' ...J ~ ..I l9U z-' ~\ --' c:c -' w ~ 0 0 0 ~ a= w l5 er: a= «5 ('} c:c z l9 :al: -V) -w 0 Q) ~ ~ ,._ 0 ·-N cu a, C1l 0 () TI Cl) C1l ~ .0 cu Cf) ,:: -C: C1l Q) () :s: 0 C cu -0 -' " ~ 0 w Q) ,._ LL Cf) ::::l © C -" g C1l u 0 E a, Q) ~ "' Q) -0: 2 "' "' cu ~ .c E :::l "SI" '" u 0 0 ,._ I "' I 0 .cc <( <( ~ (/) ' DRAWN/ CHECKED Ron LaBarbera DATE/TIME 1/7/2022 4:52:21 PM PROJECT NUMBER Number JOB NAME Huang SHEET A-10 OF 1 SHEETS CERTIFICATE OF COMPLIANCE Project Name: Hmi'n:gADU Calculati_,qn.Description: Title 24Analysis GEN ~AL IN-FORMATION 01 ProjectName Huan_gADU 0, Run Title Tith:i 24Analysis 03 Project Location 1004 Merganser Lane 04 CitY car'lsb:1d 06 Zip code 92G11 08 Clim~e_Zone 7 10 Building Type Single t..rnily 12 Project Scope NewCorstruction IA Addit'io-n ·cond. FI0.or Area {ft:~; 0 16 Existing Cond. Floor Area .. (ftZf n/a ll! 20 ADU Bedroom ci:ilint n/~ ls:Natura1u.is,Avail.ible?: '{~i, COMP.:UANCE 'RESULTS 01 Building.Complie~with·ComP,Uter perform~nce ca1culatioo Date/Time: 2021-10-12:Tfl:06: 15-07:00 l_nput"File Nar:ne; Hua17gA0Uribdl9x o, -standards Ver-sion W19 Software· ver-sion Enar_gyPre> 8.2 09 Fr_ont Orie'ntation (deg/ Cardinal) 3:J.S 11 Number of Dwelling Units :1 13 Numm!f'of.Be-drooms ·2 15 Nuniber CifStories 1 17 Fenestration Average U•factor 0.3 19 -Glazing PerceJltage (%)-' 26.25% .AD/J Conditioned Floor'..Area n/a CF1R-PRF-01E (Page 1 of 11) ·ThiS·builtlinii·lnc"orp.orates:te.itUl"es that reAuire field testing and/or wrificiition.by,;i· certififld HERS r::lter'unde:r thl! Sllp:eniision of.a:-CEc-·app(O\/ed HERS provider. 03 ThiS buildir~r incorporates _Of'I!'! or more Special Fe,ati.wes shown b-E!IOIN R_egistration Nuri1bet: 22-:i .i:mo2-1·,Qs0,2,..OO0--ooo,ooooooo-oooo CA f.uilrlimtfn;:,n;iv Fffit.i;:,n·r:v St;,ind;,ird,;;·. 7[}1 q RP<.I rlf'nt-i;,il C.nmnli;,inr:P CERTIFICATE OF COMPLIANCE Project Name: Huang ADU Calculatior1 Descripti_on:-Tit1e·24AnalySfs- REqUIREDSPECIALFEATURES R~Jstra1:i-cifl·D.:Ke/lime.: 2021-10-12 1; 23:15 HERS-Providar: CalCERTS iric Rf>nnrt Ve>r<.inn; 'Jr,19.1':;;oo -RPnn:'t C,,:an,:if~h•d-:-10)1 -1 D-1 / 11.:07:09 Calculation Date/Time: 2021-10-12Tll:06:15;07:00 lilput"File NEirTle:·Hu.=ingA DU,ribd19x CF1R-PRF-01E {Page 3 ofll) Trie fol lowing .¥a faatur.as th;t rilu_st be installed as conditiOr'dDr meo!tfng .th g me>dela.cl ener.gy'-perforni.ance fo~ this computer afl~iysis. • Celling has hiJsh Leue!-ofinsulation " -Wl"rnfow 011erhangs. ~nd/or fi-rrs • Exposed slahflooi' in i:Or'ldrttMe2! :tl'.>tif' HERS FEATURE: .SlJMMAR'f Tha fuilowi'ng is ;nu·mmary-of the featu~es that must.be fiel.d:v~rif(ed by a ce"rtl-lied HERS·R;;ter as a conditioo for meetin_g the mudeled -er'ietgy:f'.'ednrm:.nce for this rnnirut-et ar:alysis. Additional deta1t Is prDVided ·in th_e buJJ,dng tabJi;,s ~IOI<\'. Registered CF2RS· arid CF3R:~ are re(juired to b.e_ cornplatsd in the HERS Re:gi"str"y- Bufldin_g-1MI Vr;.rifications_: • lndo:or·air q·ualityvE!ntilatiOt'i • Kitchen ran&,< hood c.ri_olirig System Verifi~ln_ns: Miriil1lumAirfl0w ¼:!riil'e.d Re.ftiger.ant Charge Fan.Efficacy Watts/CFM Heating Sys.te:m Verifications: • •• Nnne.-- HVAC Distribu-tlo,n S)IStem-Verlfic:atior.s: • Dqct.leakagetastlng Dom est re ·Hot water System Verifications: • •·None.-- BUILDING· FEATURESlNFORMATION 01 ,,-; '@ K if \\!IH f' 02 -03 04 06 o, Project Name NumberofDwslling Units Nurilber o-fBedroo_mS Number ofzon·es Number·of\ientilation Conlin.g Systems Number of Water HS..ting.5>,!sterris' Huan_gADll 900 1 ZONE'INFORMATION 01 03 zone N;iime: Zor.-eType HVAC syst..m Name ADU Coridjtjoned N f!w FAU _& A/Cl R,egistr;;tfO(I Nurnbe(: 221·R.J.1021426DA--OOD-OOO-OD□OOOJ·□OOO CA Buildi~.Efle\'.gy Efflci;ency Staridard'i • 2019 Re_sidtmti;;I Compliance CERTIFICATE QF COMPLIANCE Project. Name: Huang ADU .Calq . .rla~ion Descr-iption: Title 24.Ariillysis F°ENEiTRATJ_'oN l GLAZING 01 02 Name lype Fr Door'SlC ~-· Window Window Window 2 i,: 4 Window Window 3 )( ?.S Wiridow 'viind0w Window OVERHANGS'AND FINS 01 Window 11 i.s FrDc;o.r5x,8. 6 1.5 Window 2 x4. 1.5 Witidow3 l5.S 1.5 R.egL;:t~atiori N4_mb"er: 03 surface: Rigl-it Wall ADlJ, Ri'ght Wall ADU ·sack WB.11 ADU 2 )( 6 Eack Wall ADU 2 )( 6 Lie.ft Will'I ADU 2'x 6 u.f!W;.IJADU2x.6 03 04 I Dist,14p '·:t 0 2 0.5 2 0 ' 0.5 2 0.5 , C-.5 2 221-RJ10214260A-000-030-0000000-00DO Cf;-Buildfr:i_g En-eru Effidency 5-t:a(Jdards. • 2D1'9 Re'!side-ntial .ComplI;;ni:e· 05 2 2 z 2 2 2 1 04 05 Zone Floor Area {~2} .Avg. Ceilirig•H8ight 900 9 F.agistratfcn Date/TTnie: 2021-10-121U3:15 fil:!pot't Ver~ioh: 2019.l.SOO· Schema Ve;siOn:: rev-20200901 0 l 06" 07 Watl'!r Hea'tin'g-SVst:Bm-1 'Water Heming s_ystem 2 DHW S.l{_S 1 N/A HERS Provider: Cal CERTS inc 'Report Gent?tate:d: 2021.::_o.12 '11:07:09 Calculation Date/rime: 2021...:io:12f11:□6:IS-D7:DO lopu:Uile:Naille::Hu-angADJJ.r:ibd19x .CF1R.PRF-01E [Fage 5 ofll) 04 05 ·:05 07 08 00 orientation Azimuth Width--.Heigtn:-Muft. 1ft) (ft) Right 225 5 8 1 40 225 5 5 1 30 BaCk 135 2 4 1 8 135 3 5.5 l 165 Left 45 i li,76 Loft 45 1 30 06 07 08 09 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Re-g!stration. Date/Ti-me: 202"1-10-12 11 :23:15 Re-port VE'rsi6n: 2019.1.300 Schema versJon: ·rev 2020.09 0-1 Q 0 0 0 0 10 11 13 14 u--t.ittor U•fa:ctor SOUJ'.CE!'. SHGC SHGC Sourc Exterior Shading ' 0.3 NFRC 0.3 NFRC Bug Screen (};3 NFRC 0.3 NFRC Bu_gScreen fJ.3 NFRC Bug screen 0.3 NFRC 0.3 NFRC_ Bug Screen c:f.3 NFRC fJ.3 l'JFRC BugS.cre.eri 0.3 NFRC 0.3 f~FRC Bug Screen 11 12. 13 14 Right.Fil'! DE!pth Top Up !J'ist R Bbttip 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 HERS-Providrcr, C1:1ICERTS inc. Re'!port G•mer:ate& 2021-W-12 11:07:09 CERTIFICA.TE OF COMPLIANCE Project Name: Huang-ADV Calculatior1.Description: Title 24Analysis ENERGY DESIGN RATING Calcufation Date/Time: 2021-10..:12T11:06:15-07:00 lnput-File--Name: HucingADU.ribdl9x Compliance Margins Cf1R-PRF-01E [Page Z of 11) Efficiency' {EDR} Effidenty1 (E□Rj I Total~-{~DR) S-t..ndiird Design 54 235 Proposed Design 53.S 23.2 0.2 1 0.3 RESULT:· 3: COMPLIES 1: Efficiency EDR_ indu de~-imprcr,ie.m§rrts. to the building efi'veJOpe and_ morn ef{-iCterit gq uiprlliint -2: Tota.I EDR indudf's rnerency an.a:Ldemand-r.espO!'lse mf':asur,es. s.uch as photovoltaic _(PV} sy:5tems. ar,d bc1tte6es 3: Bufl di_ng comp'lfes when effieieri cy andtotai CO_J'n:pliance ntar"giM are great.er-'-than.or equal_to ~ro sianda.~d Design P\/·Ca¢''acity: i.76 kWdc Pr.oposed-.PVkWh outp~t exc_eE;_ds._qro~osed e_i_~_ctr[(JJV;_use b_,.-o:.069% which .mav'<'folate-NEM rules. contact local utility. PV.Sy.stem.-resi~dfo_l.76 kWi:ic.JaifactOr c.f1.7ti4) to a¢hte'\'!:i 'S:ti:.i:id_<lrdD"esi.grr PV_' PV scaling Energy Use (kTDV/ft2--vr) Spacf!-He:;;fing Spa~ CMling IAQ.Verp:i!ati9n, 'Wat9r He..trn:g s:1elf UtillziotlO!)/FIBllibilrty Ctedit cornplla;nce· .Energy Tot_al REQUIRED PV SVSTEMS:; SIMPLIFIED 01 02 03 2.36 5.61 .3.2~ 22.62 r:,/a 33:S.7 04 DC system Size (kWdc) ElccE!ption Module 'fype Arrayl'ype 1.76 NA Standard Frxed Registra.ticl(l Nurnher: 221-F01021,42sOA-Ooo.oo_1J.OOoooop.oooo CA Building Energy-Effi.ciency Standards,• 2D-19 Ri.sldentliol COti'.lpJlaocoe CERTIRCATE OF COMPLIANCE Project Naffie: HuangADU' Calc_lllation:Des.criptiori:·-Title 24Ariafys·is OPAQUE 'SURFACES 01 N:Jrile: Front Wal I ADU Ri_ght-Wa!I ADU'2 )( 6 Right Wall ApU Cor.twa!I Right Wall ADU EackWallADll 2-)( 6 BaCk Wall ADU.Ccmc wall -Birck Wail ADU Le'!-ft W~I ADU 2 ll-"6 Left Wall ,:"l:DU:ConC. wall Roof ADU (~ftfc') ATTIC 01 Naine Attic'.ADU FfNE:STRATI-ON/ GlAZl~-G 01 Name WJnd_ow m 3_~ 5 .. Fr Door 5 x.-3 Window (~J.3i,: 5 ..• Regi"stration Number: 02 z°"' fo.DU ADU ADU J'DU ,P-DU ADU ADU ADU ADU oz con:.truction .'AtticRoofADU 02 Type Window Window Window 03 ·construction R-15 Wall R-21 Wall '6 CO°r'.icrete Wall R-.15 If.fall R-21 Wall 6 Concrete Wall R~15Wall 03 Ventil.>tatj 03 surface: Frcmt-Wall ADU Front will! ADU Fro-nt Wall ADU ' -. 221°RJ10214260A-ODO-OOD,OOOOOOO-OOOO CA Buildirig. Energy Efflci:encY_ Standards• 2019 RE'si dentii'.11 ColTlpliaflce CERDA.CA.TE OF :COMPLIANCE Pl'Oject Name-: Huang.ADU Cal O:.llatiorl''Dest:.ription: Title 24 fo,rialysis SLAB FLOORS 01 03 I 05 Power EJettronics nona 9.'o8 2.55 3,28 18.6 0 33,.51 06 CR troo 07 Azimuth (dM) 150-270 Registration Date/Ti."nie:: 2021-10-1211:23:15 Compliance Margin 08 00 -6.72 3.06 0 4..02 0 0.36 TIit Array Angle lnp:_ut (dfig) o/a n/a 10 Tilt: \xin 12) HERS Prrnrider: Pucent Improvement 11 -,2-84.7 54.5 0 17.B o/a 1.1 Annual Inverter Eff. {%) ~olar Access (%j 96 100 CalCERTS inc Rieport V1etslon; 2019.1.300 Report Generated; 2021-10-12 11:07:09 04 CalcL1!ation Date/Ti me:-2021-1□-12n1:□6: 15-07:00 Input Fjte Nao:ae: HuEingADU:ribd 19x 05 06 07 CFlR,PRf~·0lE [Page 4 of 11) Oil Azimu'th Clt'ieritritioi-1 Window and Doo-r Area (ft2J Tilt (deg) 315 Front 390 100 90 225 Right 96 0 90 225 15 0 225 Right 216 70 90 135 Back 294 24.5 ,o -135 BilCk 4S 0 90 135 Back 66 0 90 Left 291 4~.76 90 ¼t, '"" .11@11"Wll A©l: ,,~ --.•-.. - ~;; I :r~k 0 90 ... n1a·"" #' ' .. ~, i "' ! r:r/a ., 1,,/ \, . ' 05 06 -07 .. Rilof'Rlse (x f,Yl-2j Roo:f Rl'iflet:tante Roof ,Emitta_nce R.:idiant.Barrier Coo-I Ro0f 04 '"'"' Front Front Jl4 5 D.1 05 1l6 07 03 09 Azimuth Width Height Mult. [ft) !ft! 315 1 30 315 ,5 B 1 40 315 6 5 l 30 Mgistra.tlon Date./lime.: 2D21-10-12 11 :23' 15 Report Ver Si Cm:,2 D 19.1.3 00 sdiama VarS-ion: ri?>i °202D09 ·0.1 Yes 10 11 12 13 14 u-factor u-fa:ctor sour-ce SHGC -SHGC Souri Exti'!riO~ Shading 0.3 G.S 0.3 ' NFRC 03 NFRC Bug Scree.n ,NFRC 0.3 NffiC Bug S.C-rai;m NFRC 0:3 NFRC Bug S.crean HERS P"rovidsr: Cal CERTS inc Ri.p0rt Gerier.ated: 2021-10-12 11:07;!J:9 Calculation Date/Time": 2021~10-12:rll:0-6'.15-07:00 Input File:Name:· fiu."lligADU.ribd19x .CF1R-PRF-01E (Page 6 of11) 05 06 07 08 Name 2one Perinieter·(ftf Edge-'lri~l. R-·ji;.ilue and'Depth Edise JnsuL,_R-vatu·e and'Depth Carpeted. Fractiol:'I Heated Slab-oncGrad.e ADU ADU OPAQUE SURJ:ACE CONSTRUCTIONS 01 02 Construction -Narii:e R-21 Wall 6 Cori"crete wall 'Attic RoofADU R-38_Ro¢ Attic R_egis.trauon Nurriber: Si:lrface Type Ext9rfor Willis Exterior Walls Attic Roofs -CeTiirigs (below a.tt.:icl. 900 03 !=O,ristrui:t:iori Type Co_ncret_e'! / ICF / Brick Wood·Framed Ceiling W.ood,frarned Ceiling: 221-FD1 0114260A-OOO..OO,O--OOQOOOO--DOOO CA Building E11.;.fgy Efficfency.St:a,ndar~s--2019 Residf!rrti'al Con:ipli¥!Ce'! 161 04 Framirg 2lC4 @.24 in .. o, c. nona 05 Total C_avity R-Villue R-15 ¾l? ~,ill, ,1, R-0 R-38 R~is.tratfon Date/Time; 0 06 .lntl!r.ior /EXtl:!rior C'on'tinuoOS R-valuec N6ne/ Noi1-e , ,a£, ,;;-: ,y )! ji! 11: !!' ;;i~cirre-!l~clit!?;," 0 No_ne / Non.e None/ None None,} None 2021-1Q.12-11 :23:15 RE>l)ort Version: 2019.1.300 Schemil Vers.icin: r,a11 2G2D09Dl 07 0.095 0.059 0.505 0.4 0.025 0% No 08 .As.scembiy ,Layers lnsi~ Finish;;Gypsur;n Board Cavity /Fram·e: R-15f2K4 Erterior FFriish: 3 coat Stucco: frisid·,e_ Finish: 3yps.um Board C:a.vity / Frame: R-21 / 2K6 hterior Flnisl'r: 3 CMtStucco lnsfde Frnrsh~ Gy.psu m Board M_ass Layar; 5 in. Concr&J: EleterTor Ffiiish: 3 COa-t sd:rccc• Roofing: 10 PSF {RoofTileAUGapJ TIie Gap: presertt. Roof Deck~ Wood Siding/s.heathin_g/deckin_g _Glvity/Frarne: noinsuLf2:M4 Over -Ce TI ing J oim: R-28.9 In sul_. C..vity / Frame: R-9.1 / 2)(4 Inside finish: Gypsum Board HERS Provider: CalCERTS.inc. R..:port-Gaoen:1ted: 2021,.10-..12 11:D7:G9 BUILDING ENERGY ANALYSIS REPORT PROJECT: Huang ADU 1004 Merganser Lane Carlsbad, CA 92011 Project Designer: Marrokal Design & Remodeling 9474 Kearny Villa Road #205 San Diego, CA 92126 (858) 549-9000 Report Prepared by: Diane P. Mendoza D & R Cales 14107 Ipava Drive Poway, CA 92064 (858) 486"9506 Job Number: Date: 10/12/2021 Toe· EnergyPro computer-program has been use-cl lo perform the calculations summarized ill this compliance report This prpgram has approval and is authorized by the California.Energy Commission for use with both the Residential.and Nonresidential 2019 BiJilding Energy Effidency standards This program Developed by Eii"ergySoft Sofuvare -WVl''N.energysoft.com. TITLE 24 COMPLIANCE REQUIREMENTS SUMMARY Haung ADU Ceiling In·sulation-R--38 min. at att:ic Radiant Ba,rr.ier-Y.-es at attic only Roof Material-Ti.l.e -No Cool. Roof Req., d Wall Insulation = R-15 min~at new 2 x 4 wa-1.1s, R-21 at 2 x 6 walls & 6-,, cone curb (1 '4r, -high) at retaining areas•. F·loor Insu·Iation -N/A Thermal Mass Areas = Exposed Flooring QII-NO SOLAR-YES -1. 76 kWdc is min PV required to meet the min standard des1qn ~ Glazing = Al.l new w.indows & doors are dual glazing-~ Al..l glass is .Low E. G1azing shal.l be installed wi.t:h a NFRC certifyI'ng iabel attached showing Uvalue. Solar Heat Gain Co-efficient = 0.30 windows,, doors Ufactor = 0.30 windows, doors -Owrier to purchase windows & doors w/ specified U-val.ues & SBGC' s or better Hot Water Heater = tankless NAVIEN· #NPE-1-B.0S or eq. Uni.fOi:m Energy Factor i.s 0.97 min. 150r000 Btu input (< 20.0,..0-0) IAQ FAN -49 cfm £low & 0.25 cfm power. Verify w/ Mech. (continuous ventilation per ASHRAE 62.2 is req'd for IA_Q._)HERS VERIF,IED Note IAQ fan on p.lan w/ timer switch wi-th a manual o:f:f & sound rating 1 so.ne,. AFUE -0. 80 min. (New FAU) Duct Insulation = R-6 min. Duct(HERS)5% Low Leakage SEER -14. o .min. NO HERS REgO'IRED Test -Yes & Refrigerant Charger Min±mum Airflow,. Fan Watt Draw & Fan Efficiency. *HEATER Sizing Total Sensible heat.i-ng load -1-:Sr 1-81 Btu BRYANT #311JAV024045 -35r 00.0 Btu or eq. *A/C Sizing Total SenSibl.e co61ing load -11,. 273 Btu -2 ton WHOLE HOUSE ATTIC COOLING FAN -N/R for compliance *"Thes-e load calcul.ationsr sizing & equipment a:re for T"itle 24 purposes & should be verified HVAC by a Mecha-nical. E·ngineer/.Contractor. Owner may install any Make & Model HVAC equipment that i.s equal or g:r:eater than the minimum efficiencies listed above. All equipment is listed ~•or eq" ALL LIGHTING TO BE HIGH EFFICACY -SEE MFlR FOR SWITCHING REQ. & NOTES LOCAL EXHAUST FAN RATES BATH = 50 CFM, KITCHEN = 100 CFM. Locate accepted Range hoods on CEC directory. HERS VERIFIED** $ONE RATING = 1 FOR CONTINUOUS FAN AND 3 FOR INTERMITTENT FAN. REVISIONS BY 6 6 6 DESIGN CONSULTANT(S) Steven Mark PROJECT DESIGNER Enrique Covarrubias ) ' io "' "' N !£. I.... -X N ll) 0) "' LL -1-' <C E C 0 0 (\) 0 ll) " 0, L <ii u " i3 <l) -"' e C _.c:, <ii C "' E IJb w L @} -"' (\) ...J -\fl C -0 [)') oO (\) N a: q, ~ 0) D " (\) r--" w _J Nu, x --" (1J 'O s:::: a: 0 _.::,.L 0 0 0 ,!g 0 > DL q, >, I.... 0) >-.., (!] I.... C "' 'O (1J <ii io I'! " 2 "' "' "' ~ Q. " "' r--" ~ .., C Q. 0) 0 "' .c C Q. "' 0:: ll) ! \j 0 E -.., 0 r--<O <Do o--0 <-I-<D N "' 0) -" ! b en 0, "' 0 ca <-I-w .,..'.. co -0 ~<C .., "' 0 -"' "'0 ,;;; 0 ""' " .Z::: ~ d,O) a: "' " "' C C\I 32 --"' E <O<O C -"'"' " ';i (\) "' " _:_; X " ;, 2 0) -,€ 2!!:! ::J ;, ...J i,.....,.,. .J (.9 u z-' --' ~\ ~ -' w 0 0 0 ~ u ' a: w o:'. a: ~ C) <C z (.9 :ill: -if) w 0 Cl.) ~ ~ ..... 0 N ro 0) -C1l 0 u 'O 06 C1l .D w ~ Q) C: C1l (.) u s C C co -0 -' --- 0 w ~ 0.. LL Ql E "' " ci C 'O C1l 0 0 E 0) 0 ~ " C: Ql a: ::2' Jg " ro i= s:::t" E ::J 'SI' o3 C\I 0 0 I "' I I 0 .c I-<C ~ w ✓ DRAWN/ CHECKED ' Ron LaBarbera DATE/TIME 1/7/2022 4:52:21 PM PROJECT NUMBER Number JOB NAME Huang SHEET A-1 1 OF 1 SHEETS \. ... CERTIACATE OF COMPLIANCE Pl'Oject Name: Huang-ADU ·cal"culation 'Description_: Title 24 Analysi,s BU!i.olNG ENVELOP£ --HEIJ-5 VERIFICATION 01 Quality lnsu(atio'n• k'lstallation (QI!) WATERH~TING SYSTEMS: 01 N'al'11@ DHW,5_ys 1 Doi-nestle Hot watet _(DHW) · sWATER-HEATER5 01 02 03 -02 N,ut Required 03 Di~ribution Type Standatd Drstribution Systi;,m Calculatiori l>ate/Time: 2021-I0-12TlI:06: 15-07:00 Input File Name: HuangA.OU.ribd19x_ 03 Building Envelope_Air Leakage Not Requifed -04 .05 06 Water Heatiir Name(#) Solar Heattt"lg system compact Disfrihl,!tion DHW Heater 1 (1) ,1, None .0 ·09 10 11 "" CFMSO n/a CF1R-PRF-01E (Page 7 of :11) 07 HERS Verification nfa 12 Name Heating Element .,.,,,. NEEA Heat Pump Brand or Model Tank 1.ocation or All'ibient Condition DHWHeater1 Gas Co-nsu-rner lnstantan,;,Ous 1 -WATER HEATING -HERS \iERIFFCATION 01 02 03 Pipa lris:ulatioo Patallel Piping OHW S\I~ 1.-1/1 Not Required N-Ot Required 0 Q.97-UEF .. <= 200 kEtu/hr 0 OS compact Distribution Compact Distribu_1fon Type Not ReqUired Nrine n/a• OS Recirculadon·.Control Not Requii'ed rc/a o, Central DHW Distribution Not'ReqUired HERS Pro1;[der: .. Shower O~ain Water Heat Recove-ry Not R_eq uired Regfstration Number: 221-F0102·14260A-Q00--000-0000000--0000 CA Bufldif'lg_.Er1er_gy-Efficiency Standard's ... 2019-Re.~demial Compliance Registration Dt.te/lime: 2Q21-10A211:23:fi Report Wrsiori: 2_019.1.300 ·CafCERTS i~c. ru?port-Generate"d: 20-21.-10-12 11:07:09 CERTIFICATE OF COMPLIANCE Project Name: Huang ADU Calculation Description: Title 24Analysis DOCUMENTATION AUTHOR'S DECLARATION STATEMENT Si:hemii Wr'sli:m: rfi!v.2020D901 Calculation Date/Time: 1021-10-12T11:06:15-07:00 Input File Name: Huangt-.DU.ribd19x 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Alrthor Name: Diane Mendoza Compariy· D &RCalcs Address· 14107 Ipava Drive -City/State/Zip'. Poway, CA 92064 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penaltv of perjury, under the laws of the State of California: Documentation Author Signature: Sig11ature Date: 2021-10-1211:16:27 CEA/ HERS Certifiratiori Identification [If applicable): n/a Phorie: 858-486-9506 1. I am eligible under Division 3 of the Business and Professions Code to accept re.sporisibility for the buildlng desigri identified ori this Certificate of Compliarice. CFlR-PRF-0lE (Page 11 of 11) 2. I certify that the energy fe.atures and performance specificatloris ideritified on this certificate of Compliance-conform to the requiremerits ofTitle 24, Part 1 and Part 6 of th-e California Code of Regulations. 3. The building desigri features or 5Ystem design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, c.Jlculations, p@ns and specifications submitted to the en-for '· Of • ~rftfiis "ii: ffl!l'Pfication. id =E=:c:....J!--,,,--------------1 Responsible De5igner Name: ,_, -I ,, _Mi;; !ii j -iit De.,·~.•.igJ ~:,gnaw,-·: l.}·.i/'rf~. $- Jorge Segoviano 1+!iwr. ; t"Ntt ;;_,Ai,;; ;:, jlli.,.,,u '·"--""" ::' ,1, · .,,, --8 · · · Compariy: 'T MARROKAL DESIGN & REMODELING LLC Address: License: 9842 RIVER STREET N/A City/State/Zip: Phcme: LAKESIDE, CA 92040 619-441-9300 X123 Digitally signed by Ca!CERTS. This digital signature is provided in order to secure the content of this registered document and in nD way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-P010214260A-000-000-0000000-0000 CA Building Energy Efficiency Standards -2019 Residential Compliance Registration Date/Time: 2021-10-1211:23:15 Report Version: 2019.1.300 Schema VersiDn: rev 20200901 Easy tD Verify at CalCERTS.com HERS Provider: CalGERTS inc. Report Generated: 2021-10-12 11:07:09 CERTIFICATE OF COMPLIANCE Project Name: Huang-ADU Cal culation·-Description: Title 24 _Analysis SP-AC!: CONOITIONING SYSTEMS- 01 Name N€?w FAU & A/CJ. HVAC -HEATING UNITTYPES 01 Name 02 5ystem Type fieating-and_ cooling syStem other Heating CompMentl HVAC· COOLING UNITlYPES 01 02 03 Heating Unit N,ame Heating component i 02 System Type 04 Cooling.Unit Name coolint _Componerit 1 -Ce~tral gas fotric1ce --"'ii;, ~, '""-"' ~ " ' . " t:alculatfon Date/Time: 2021-10-12n1,::ro:1s-07:00 lnput:File Naine: HuangADU.ribd19,c OS Fi:ln Name HV.!\C F;m' 1 06 Distribution Name Air Distribution System 1 03 07 Required Thermostat Ty_pe Setback 08 St.tu; New -09 Verified Ei1isting condition NA 10 }:teating Equipment count 1 04 CF1R.P-RF~01E \Page 8 of 11) 11 l'.:ooling Equipment Count 1 Number -of Unfts Heating Efficiency· l AFUE--SO 05 07 08 -, ""' ' , ' Name SVstem Type . N·umber of Units Efficiency EER/CEER Efficiency SEER Zonally ~ontrolled Mulit-speed comprt'!ssot HERS Verification cooling Component 1 Central. ;.plft AC HVAC-COOUNG -HERS VERIFICATION 01 Nam, Cooling Component 1 :hers-cc,.c! 02 Verified Airflriw Required Registration Numbe.~: 221-PJ1021"4268.A.-000-000-:0000000-000IJ 1 Cf,. Bui1dtng frlergy Efficiency Stan de1rds -2019 ~si denti;o:I CDmp1lance' 113 03 Airflow Target "" Vtirified l:E:R Not RSquired Regi.stri"lti on: Date/lime.: 2021-IO,J'21 T:23:15 Report Ver'Si"Dr'.: 20:.9.1.300 5ch·ema'Versioi1: rev 20200901 Not Zonal Sirrgle Spee.d 05 varifii!d SEER Not Required HERS Provider: Coolirr..g c_omponent 1~hers-coo·1 06 VE!rified RMriger-ant Charge CalC-EPTS itK ~p,6rt Generat~d: 2021,.10:12 11:07:09 CERTIFICATE OF COMPLIANCE P"roje:ct Narrie:: Huar':gADU Calculati.oniDescripti on·: Title 24 .Analysis HVAC • DISTRJBUTION .SYSTEMS 01 Name Air Distribµtbn System 1 02 7yp, uncoriditioned e1ttlc HVAC DISTRIBUTION· H~-VERIFlCAlJON· 01 Name Air Drstrlbutio,n Sy;.l;tem .1.-hers-dlst MV.AC·· FAN SVSTEMS '" Duct ~eakage Verification V,es 01 Duct Ins . .R-'11.alue DesignTypl:'! Supply Return Non-Verifi.t?d R-6 R-fi 03 °" D Uct.Leakag~: T.irget·(%j , I 02 Calculation Date/Ti me:-2021-1ci-"iitn:06·: 15-□-'7:00 Input File Naine: HuiangAQU.r'ib_d 19x 06 07 08 09 Duct Location surface Area Supply Return supply Return Attic nfa 05 06 o, ''4\W"' ; "'· --· ·i, =-"¼ '" t.!otRiiqui{e:~-" Cr,~t not-taken 03 10 No Eifpass DUct 11 08 i:..ow-le.a!QgeAir Handler No:t.Re(luir,ed CFlR~PRr~o1E (Page 9 of 11) 12 HERS Verification Afr Dirtribu1:i"on -Sys,=em l~hers-d(st 09 _Low Leakage ·Ducts-Entirely in Conditioned Space No 04 Name 7yp, Fan PoW.er,_(Wans/CFM) Name HVACFa.n 1 HVAC :=an 0)1-5 HVACFan 1-h~rs~fari HVAC FAN SYSTEMS; HERS \iERIF!CJiTION 01 02 03 Name Verifred,Fan watt Draw Required Fa:n E.fficacy 1-W.Jtts/.CFMi HVAC FanJ.-her.s-fun Requir.2-d 0.45 Registration Nurribe.r: Registration· Date/Time: HERS PrOliid~r: 221..fi110214260MlOQ.000.0000000-0000 2021-10-12 1 t:23:15 ·C.alGERTS iric. CA-Buiidlng Erietgy Effici:enci/Stanclards -2019 Resi~enti_al Compll,.r.ce Report Version: 2019.1.300 ~eport Generated: 2021.,10.-12:, 11~0-7:09 5chema Version: rev 20200901 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Huang ADU System·Name New FAU &A/.C. ENGINEERING CHECKS SYSTEM LOAD Date 10/1212021 Floor.Area 900 Nurriber Of Sv.;:tems. COIL COOLING PEAK COIL HTG. PE.AK Heating Svstem -C.FM sensi•ble :Lateflt .CfM ·sensible Output por System 35,000 Total R.oom Loads 497 10,502 ~---+---+--~~--+------! 628 354 13;828 Total O.utj:luf(Btuh} 35,000 Return Vented Lighting O Putpµt (Btuh/sqft} 38 .. 9 Return Air·.Ducts 386 679 C<loling S\/Stem Return Fan-o o ~----+-----a~---~----t-----• O:utput per System 24,000 Ventilation O O O O 0: ~---+---+--~~--+------! Total Output{Btuh) 24,000 ·supply Fan o o Total Output .{Tons) 20 supply Air Ducts 386 679 Total Outpuf{Bt-Uhf-s_qft) 26.Y Total O1,ltput (sqftffonJ 450.0 TOTAL S)'STEM LOAD 11,273 Air Su•:tem CFM per S,YStem 855 HVAC EQVI PMENT SELECUON Airflow (cfm} 855 B!')'ant Heating &. Cool _3-11 JAV024045 0 Airflow (efmlsqfQ O g5 Airfl.Ow (C.fm!Ton) 427 .5 o_utside·Air (%) 0,0.% Total_ A~justed S_ystem -Output t---O~uts=~id~e~,A~. ~i,~(~cfim_l_s_qft-) --;----0-.0-10 (Adjusted for P-eak Design.cond,itions) 0 Note: Values above·'giv-en at.ARI conditLons TIME OF SYSTEM PEAK HEATING SYSTEM PSYCHROMETRICS AirStreamTE!'mDeratUres·atTime,OfHe.iliri'a Peak} Supply Fan 855-dm ~~.::, v-'"-'~' - Heat'm-g Coil" 628 15,187 23.330 35.000 23)30 35,000 Aug 3 PM .Jan -1 AM' !ROOM 68-IJF ·---'"'----<11·---[·7-·r··r·fl _______ __,, --... L .. LJ., •. l:;l ·coOLING•sysn;M PSYCHROMETRICSIAirstream Te~•arures at Time of Coolina Peak] 75f61°F 55!54°F _.....,..,... _______ .i.,_,®,,F---► "'····. Outsi.d!S Air ....it' la _o cfm Supply F_an Cboli:1g._Coil .~ [[[~J-~:r~·]--~i 55f'54 °F •• 855' cfr.7 IROOMJI ,,. ' ' REVISIONS I BY 6 6 --~~·-6 i , OESIGN CONSUL TANT(S) Steven Mark PROJECT DESIGNER Enrique Covarrubias r °' "' "' N "' '--X N ()) a, " lJ_ _µ <( E C 0 03 0 ()) 0 " "' L ro u <D i5 Q) "' e C _0. <ii C " s:s-en L E @J -03 _,_ \fl "' c-0 (0 oO ()) N a: q, ~ 03 a, 0 => "" en __J N u; -x 0) J1 n s:::: a: 0 0 0 .El 0 0 a, > DL d, >-'->-" "' '-C "' n (\J <ii °' i" <D "' " 2 "' ~ Q_ " 0) " <D ir " C a, 0 "' .c C 0. " 0:: \. ()) 0 u -" 0" "' E -mo o--0 4-<D N CJ a, -" "' a, a, "' 0 cl 4-en .:.. a) -0 ~ <( 0 "' <D 0 " "' e .::': -"'r u;> ,. <ii a: 0) 0, 0, <D C N:Q --"' E "'"' C ;: -" "' <D (\J "' 0) ..:....: X " " 2 a, -;:§ 2 .!2 ::::; " _J ' ~\ ..I ~u z-' --' <I: -' UJ ~ 0 0 0 :;: l) ' £1:: UJ 0:: £1:: ocS r ,I <I: z (!) :al: -V) -UJ 0 I Q) ~ ~ ,,__ 0 --C\J co 0) --ct! 0 () u ocS ct! .D "' ,:: Q) C: ct! () () s C C m "O -' ~ ~ a. 0 w (I) lJ_ "' E Q) C n ci ct! 0 0 E a, 0 ~ <D C: (I) .. a: ~ <D <D co ~ s:j" E ::J "SI-1i, C\J 0 0 I <D I I 0 .c I-< ~ en , DRAWN/ CHECKED Ron LaBarbera DATE /TIME 1/7/2022 4:52:22 PM PROJECT NUMBER Number JOB NAME Huang SHEET A-12 OF 1 SHEETS 2019 Low-Rise Residential Mandatory Measures Summary NOTE ~-ow-Ii-seresidenfat .buifdings subjed to the Energy Standards must compiy with-Eli appicabiemandatcq measures, re9ardless of the mmfiia,nc,:.> approach used Reviewihe_respect;ve sedfon for more-infrnma!ion -'tExceptf onsmay ;;ippy (01i.202J) Building_Erivelope Measures: §1106(a)1 A_irl~age. Mamfa-:;lur_ed ff!nesti:ation, eXierior doors, md exterio_r pei 9oo_rs must limii. ~r leakage to0.3 CFM per square foOt or less when tested oet NFRC-4DO. ASTM E:£3 o'rMWAIWDlvWCSA101/I.S.2/AflD-2J11 ' § 110.6(a)5 Labeling. Fenestration products and exierlor doors must have a iabe1-meeting th_e reqlUrem::,1:s of§ 10-111 (a). § 1106(b) Field fabricated exterior poors ahd felestration:prod.Jcts must use U-factors and solar heat gain coefficient (SHGC) values from Tables 1 T0:6-1'\ 110.8-B, or JJ.4.5 for exterior doors. Thev must be·cawlked:andlor.vrteather-st-rinned.' · §110.7 Air Leakage ,&Ji joirts, peiletrations, and.ct he, openings in the building envelope.that.are polentiBI sources of air leakage must:becaulked, qasketed, or\1ve'ather,slripped. § 110.Bia) !nsulafiOri Certification by Manufacturers. insulailon:musl:te-cerlified by the Department ·of Consumer .Mairs, Bur-eau of Household .Goods and Sentices IBHGSl § 110:B(g). Insulation Requirements for Heated-Slab Ffoo~ ·Heated slab fio.ors .must -be insulated ,per the reqUrements of§ 110;8(f:il. § 110.B(i): Roofil1g Products -Solar Reflectance and Th_f311Tiai Emittance. The thermal emitta:rce and-aged solar reflectance values bf th8 roofing ma!eri,Imust meet the requirements of~ 110.BUI and be labeled per~10-113 when the installaiion of.a cool roof 1s sne.cified onthe CF1 R § 1108G) Radiant Barrier~ \/1.rnen required,Jad1ant barriers must have an emittance of0.05 or less and-beceriified lo the Depaiment . .of:Consumer Affairs_ Ceiling and Rafter Rooflnsulation Mnimum R-22 insulallon in wood-frame a::fling or the 1a,,eighted average U-faclor musrnot exceed 0.043. Minimum R-19 or weig.ht8d average Ulactor of O_C64 or less in a rafter roof 8Iteration_ AltC access doors musf have permanenily attached § 150D(a) insulaticin usin~ -adhe.siv.eDrmed·~nic-al fasteners. The attic access rrus1,be gasketed loprevert-airleakage_ insulation must.be ins-tailed iri dire.ctc.m_t_aci vviih a.continuous roci or cei_ling_.which is sealed to. limit infiltration an_d eXfiliralion as·spe::ified in §.110 7, including.but not limited to plac1nq 1nsulat1on-eJther above or be[owiheJoof dock or onto'p of a dryvv·aJI ceilinq.' §150.0.(b): Loos&fill Insulation. Loose fi'il inslfiatiOn musl: meet themanufa::::ture(s required_density·tor the_labelE;d R~value wau Insulation: MiQlni.uTiR 13 ii:isul8flori 1n 2x4 iri:h wood f~arr~ng wa'II of have-·.a LLfECtbr of0.102-or less,: or: R-20 in.2x6 .lnch:wood framing or § 1500(c) have a Li-factor-of 0.071.or less. Opaque non-frametl'assembl1e.S must have an overaf! assemb\y·lJ-foctor nct exc.eeding 0.102' Masonry wells must meetTabfes 15D.1-Aor B.' § 1500(d) Rais_ed-floor Insulation. MiniinurriH-1.9 insulafron in raisedwoodframedfloor or'0.03/ maximum U-f~tor.' SlabE-dQ"elnslllation-S-lab,edge i"nsulati-ori mllst meet all Of the fo\ldWillg heve cfwater11bsorptlon rate, for•tne-insulatlonm·atErlal alone withoui § 150'0(0' facings, no greater.thanD.3-percent, have,a vvat-er vaporpermeame no Qreal_er than 2 0 perm per inch;. be prote::ted from· phjs(;al damage and UVl1ght detenora!Jon; _and, when 1nslal!ed.~s part of a heated sl(ab.floor, mee._t_thE; requi~ments of§ :110.8(g) § 150.0ig)l Vaprir Retarder. ln•c!imatezmes 1 ihrough 16; the.earih floor,of urwertedcrawl space must be covered.with-a Glass I or Class II vapir retarder. This-reauirement also ao[ lies tci controiled ven!ila1J ori_crawl. srtf'l";e for bui!dii"us conm!vinq with the·exceotiot'l.to·l~J510(dL § 150.0ig)2 V,apor REltarder. In ciimate zcnes 14'and 16, a Class I or'Class II ifapor.retarder·must be.inst.alle.d-onJhe conditioned space side of all insuiation in all exieriorwalls, veiied attics-and urwented attics wrth :air-oerrneable insulation § 150.0(q) Fenestration-PfociJds. Feflestration, ircludi09 skylighis, Separating condilioned·spa::e··from uni:;onditiohed space o'r oUdoors musi have a rtlaxfmITT1·U-fa:;;tor·.of0-:59, or !he weighted .average U-facior of all fenesirat-ionmust not-exceed0:5S.' Fireplaces, Decorative Gas Appliances, and Gas Log Measures: §.1105(e) PUotLight Continuously burning pilot tights are not al10'li\led for 1ndcior and outdOorfirepla:::es, § 1500(e)1 Closa~le0.Doors. Masonry or fa:;tory-built firepla-::e~ must have _a clo_salJe metal _or:glassdoor covering the entire--opeting of-the-firebox § 150D(e)2 C-ombustlon Intake. t\..-tasonry orfa:;,tory-buillfirepla:;es mu9 have:a combL1S1ion outside air intake, ·which ls Bt least six square irches .jn area an:! is Pnijnned with a readilv ao::;essible ooemble, anu iiaht-filtina damoer_orsomblslion-air-conlrol devCe.· § 1500(e)3 Flue Damper. M8?onry orfaciory-bu11l fireplaces-must have a flue damper \fll.ith a readil1:,oc.cessible control_' Space Conditioning; Water Heating,,and Plumbing S.ystem,-Measures: § 110.0.§ 11°'3: Certificatiori. --Heat!ng,.11enfilation and aircondtioning-.(HVN:;.)ce.qutpmenl, water heaters; shovve:rheads, fauc-eis, and 81\ ·olheriegulated amliances mllst be certifiei:l-bv the manufacturer to.the California Enerr"l,1 Gommissibn.' ~ 1102!a) HVACEfficiency. Equipmert must meet the applicable effJCiercy-requiremenls,in T i.tr!e 110.2-ALhrough Table 1.102:K' C-Ontrols'for Heat Pumps with-SuPPlarientaryElectric Resistance·Heaters. Heat pumps wilh suppl~mentary eiedric reSislarce heaters §1102ib) m_ust have control_s that prevent sL.pplem-entary h~ter_ operai:on when tile .heating load can De met,by the hei'.i pump alone; and m whbh th€ cut-on temperature for compres_slon heating ls-high~rtl"7an th_e cul-on ter:iperature for supplementary heating, _and the cui.-off lemperatl.Jrefor compression hea!ina is hldhenhan the ci.il-off tempercil'ure for suppleffiertar\r h8atihQ.' § 1102(c): TheniJostahf. All·heatinQ or-cooling systems noi'COrtrolle"dby a certral0energytnaflagementconirnl system _(EMCS} mu.st have a setback thermostat' WaterHeati!'IQ Recircufatfon Loop_sS.aving M,ultipfeDwelli:ng Unit& \Nater heating,rECirculat1on ioop_s serving :nufiIp!e Welling units.must § 1103(c)4 meet.the .air rele.3sevalve, .b.ackflow preventirn, .;:,u1•y1 ;)riming, pump is_ol.ati_on valve, and're9lrculation loopconnectim requir-ements of s 1103(c)4 § 110J1cJ6 !solation.Valves, instarit"ar't80LiS_wat&r,he'at8rs w,i\h ari ·input ratihg:geaterihari 6.B kBtu_per hou: (2.KV\J'.).,must ht1Ve.isolationvalves wrth hose bibbs· or otherfi!tlngs on both rnld and hot" w:at.er .lines tp allow for flt,Jshing the waier hEr,31-er when the;valltes are pl os:ed §1105 Piloflights: Cominuously burning pilot ligils are.pJohbited fornat.ural gas: fan-type ce[llral furna:;es, househo!ctocooking appliances (except applianc'es withoufaffe!ecirk.:a1--supp'~ voltage cqrmec_t,ion with_piiot liQhi~ thai cm::;:wm~ less than l;l) Btu per hQur.); anc!,:p:ioj and spa heaters' § 150 O(h)1. Buil_ding ·eoonnt(and_:H_eiti_•ng,'Lo·~i:°ds.-Heati.n9 and/or,coofing' loads ar.e .calcul_ated in occotdarre With the ASHRA.E Handbook, Equipment Volume, Apphc.at10~ Volume, and Fundementals Volume: t.~.e S_fylACNA Residential Comfort·Systerrdn.stallatron Standards Mama; _or the faDCP.:rvlanual J using OOsign conditions-spe::ified in§ 150.0Jh)2. 2019 Low-Rise Residential Mandatory Measures Summary Requirements fc:,.r V~ilation and Indoor Air-QUality: § 1500(0)1 8.equirementsfor_Ventilation~md lhd~r Air"Quality, -:~l dwelling.~ruis'·must rnee! the require,m_ents·of.ASHRAE Standard 62..2, Vertila!-ion md f\o:;epta.~e lncloor.Pir Quality inResiderlial Buildin~s subject to the anendmerits specifi_ed In § 150.D(o).1. SingleFamily.D.etached Dwelling Units. Sin_glefamily deta::hed Welling•rnits,--and atta:::hed dwelling units not sharing·ceilirigs.or flocrS with §J50.0(o)1 C cther dwelling unIT_s, ()Xupiable sp&:;es, public garac;es,.orCommercia! sp~s mu~ have me::hanic;i:li:ventil.ation _airflow prmlided at rates determmed by A5HRhf: 62:2 Sections 4.1.1 i3fid 4.1 Ia-nd as s_pe::rfied In § 150_0lo)1C Milltifanlily"tltfai::hedllwefling Units. Mu!t1fam1ly atta5hed,d.w.el1ing Ulits must, have mechanicai vertilatfon airflow provided at rates in § 150.0(o)1 E: axordancewiih Equation 150.0-8 and must be either a·baianced system or continuoLE-supp1y orcdhtinuous_exhaust sySt'em. If a balanced system rs not-_used, all units-in th._e buiiding,must use thts-Sa!Tle Sjst$m t-ype .mdJhe, dwell~ng-unil envelope leakage musfoe:;:;; Q_JCFM at BJ Pa (0.-2 irch '#ater) pet-sqwrefo.ot cf dwelling unit er:,v8Iope surfa::e area and verified,in accordarce wii-h Refererce Resideriti-8 Appenchx.RJG.'8 . "' ,, ., ' . §1500(o)l.F MUitifamiiy Buildmg·Centi""al V:entilatton Systems. Centr~I ve!iilation-syslems thaF serve m·ult]ple-ONellihg lnits ·rrust be-balanced·to-p.rOVide ventil·ation--afrflcnl/-for each dwelli11g.unrr· ser-1ed at grate. equal to or greater t~n.-the-rate ·specified by-Equation 150.0.B. A-JI unit airfi'ollV'.s-must bB 1.1.1iU1in 20 oercent of the unit _\1/Tihthe lowest airflCM1 rate as it relates to the individua!.wit's miniml:lm reat.iired airflw-rale needed forcomrliance §.150.0{o)i G i<:itc:hen Range Hoods. Kite.hen range hoods must be rated fccoou·nd iii accordarce with Se:;tion 72-of ASHRPE 622 Field Verification-and Dia!}nostic Testing. Dweliing Ulil ventilalioh airflow must.be verified in accordarce_with Refererce·Resident1al §15JO(oJ2 A+{lendix RP3_7_ A krtchen range_·hood mu.st be verified in arx:ordITTe \1\/ith Reference R$Sidenlial Appendix ·RP3}.4.3 toconfim1.fl is rated~, fM.lo.conmlv with.ibe a~owrates andsoundrequireroenl, es soecified In Section5 and72 cfASHR/\E 822 Pool and $paSystems·and Equipment Measures: Certification by Manufacturers, Nry pool or spa heating system o"equipment mwstbe certified to have all of the following atherITTJI efficieo:;y §1104(aJ thal-corrplles with ihe fippliance Efficien~y-RB9ulafrons; an on-off S\-/J/itch mounted'outsIde of 1he healerthal allows srullrng off the healer without adjusting' the ·thermostat setting a·pernianent \(Jjeatherpr.Oof piate ·orsard-with-opefating i'nstrut!ions; and IT1Usl:-!10t use elE.C!ric resist a rce-heatir.o. • §110.4(b)t Piping._fa,,ry pool or spa h.eatin[:; s;stem_orequipment musLbe installed wrth at least 33 iFChes-ofpipebetv«een-the filter and-the heater, or dedicated suction and rerum·llnes, or bliill~ih or'bui!t-uri"conhe::lions lo al1owforfLAure sci_la heatinq § 1104(b)2 _Covers. Ot,rtdoor poci'ls or spas lhflt rave a heat pump or Q?JS heater must have a cover. §110.4(b)3 Direclional Inlets arid Time Switches for Pool_s. POoiS _must hS:ve· directional itilets 'lhah~:lequately r'nix the pool water, and a lime sWTich-ihal will ·all OM all numns to be set ororonrEJT1med to run onlv dLr1nn·off-nAak eleclnc demand ne1:rods. §1105 Pil'ot UghtNfiural g_as p6cil a'rid spa heaters mus1·mr have· a cOhtihuoUSly·burning-pflotliQht § 150.0(p) Poor Systems and Equipment lnstallation. Resid_entiaf pool systems o_r equipment ml}st meet ibe-sp€Cified requirement_:-> for.pump sizing, fiow rate; oioina .. fitters, and valves.· LiQhtin·g Measures: § 110.9: Lighting Controls and Compon$ritS;'Al!.ligitlng-c6ntrdl deVk:es a'rld sysieins, ballasts,. aqd luminqlres must meet the ap;J_iCab1,~.r~qu1rements, of§110-9' § 1500(kJ1A Luminafre Efficacy.-/iJI i'nstall ed'lumin:aires must mee(the requirements int abie -1-50. 0-A § 150.0(k)18 Blank Electrical Boxes. The;number_of e!ectrtarboxe"s that qre more tha_n•five•·feel ab'i:Ne:the fihiShed ft'oor_ anddo'not conta[n·a luminai_re or other device·mu_s_t beno_greaterthan the number ofbedrootTls These e!ectrk;al boxes mosf ·be serv.ed-&y a dimmer, va(1'lncy_ sensor conircl, or -fan spaed crntrol §1500(k)1C Recessed 00ll!.'nlighflumin_airesJn_CeiHRQs. Luminaires·recess·ed intoceiltngs mustme_ef-·a1rofthe requirements.for: insulatio_n conta::;:t-VC) labeling;.air leakage, seali[1J:. maintenance, md socket and l1grtsowce as described in§ 150.D(k)1C. §150.0lk)W .Eleqtronic Ballasts _fof F_hJorescent Lamps_. Ballasts forfli;Jo\escent lmips rated 13wat!s or grealeromust be el@trpnic·andmu.st have an wiout freauenc.i no less lhan20 kHz. · · § 1500(k)1 E Night Lights, Step Lights, and Path lights. Night lights, ct'ep'lights and path lights are not req~red to comply with Table_1500-A or be cort1:0Hed_by va::-ancrsensorsproviQffijhey are rated to.-coroume no more than-5 W-atts pf power and emt no more than 150 lumens, § 150.0(k)1 F. Lighting Integral toEJ<haust Fans. lighting irnegral to exhaust fans (exce~ when instatledby the manufactu-erm "tchen exhaust hoods) must meet t be amocable ~nuirements.of G 150..0(kt • §150.0(K]1G Saew based luminaires. Screw_b8se'dluminaire&must contain lamps,lhatcorrply with Refererce Joint-Pppendix Jf\8.' §15JO(k)1H Uglit So_urces iii Em::losed or Recessed Luminaires. Lamps and other separable light sources that are not co_mplian! 'Nilh the.JAB elevated temperature fequiremehts,-inGludl7g rh-arl<ing requirements, mu·st nofbejnslalled in encldred or r-OCesSed luf"!lfna1reS Light Sources in Drawers, Cabinets, and.Linen Closets. Light sources internal to drawers, cabinetry or linen closets are nol required to §150D(k)1I: com~y wjjh Table 15-0.'0.~; or be controlled by vacancy sensors provided that th~y _are_rated to co_nsume no mo~e !han5 watts of.power, emit' no more-than 150 lurnens, and are equipped·withconlwls that automaHcally-;-urnthe i1gh!1ng· off when the drawer, cabinet' or.linen closet is closed § 1500(k)2A fnterior Switches and Controls. All forward phase cut ·dimmers us,ed wilh LED "light sources must comp_ly \!Vith NE!VV\ SSL 7 A § 1500(k)28 Interior Switches and Controls. E'xhaustfans rnust be.cortrolled separa!.eiy from lighting systems ... §1500(k)2C Interior Switches and Controls. Lighting must'have readily ftcessibl8-\1!1all-mounted cortrbls that allow'!he lighting to be manually turned ON md OFF.' § 15JO(k)2D Interior Switches and Controls. Controls 2nd equipment must be installed in a:cor-dance.w1lh marnJ-a::turer·s inSlru::1ions. §1500(k)2E lnterjor Switches and Controls. Cplirols must-not _bypass a !=frmmer, occupant.sensor;.:orv.ocancy .sensorfurdion 1f th.e.contror is lnstal1edto comrl" wrth & 150.0lkl § 150.0(k)2F. Interior Switches.and_Controls. Llgliing confrols must compiy·with fhe applicable requiremenls of§ 1tQ,9. 2019 Low-Rise Residential Mandatory Measures Summary § 18JO(l'i3A Clearances. f\lrcondjtioner·md heat pump outdoor-condensing unlts·must have a dear.af"Ce of -at ieast"five feet frcm the.outlet of ariy dryer § 150.0(17)3B: Liquid Line·on-a .. A.ir condil1oiiers·and heat pump systems must be equipped with li(Juid"linefilier drie--s if reti_uired,'SS specifi'ed by the manufacturers i nstruct1ons. § 1500G)i: Stor~e T'1nk h1sulation. U_nfired.hot Waler Jarfks, si.:,ch :as storage tanks· and back~_P stor_age ta~ks fo_r s:olarwat_er-:h_eating sys!ems, mus!-have a mlnmum cf R-12 etfernel Insulat1on or R-16 i'lierna! 1nsulal1on'Nhereihe lnternai Insulal1on R-value Is indicated on the exterion:f the tan~. Water Piping, Solar Water-heating SY,stem Piping, and Space Conditioninf(System Lin:e Insulation P-JI domestic hol ·waJ-er piping must be insulated as specified In Sa:tion'6C:811 of the California PlumiJ:ing Code ln ·addition, the followirg piping conditions mus! have·,a mihimt.rn § 15J.Ouf2A irisulatiori, wall thickness of one·incr\ or a miriimum insulation R-value of7:7:-the'first five feet of cold warei" pipes fromthestorage tar,k; all hot waterpiping,with a nominal diameier equal to or, great-er than 314 inch and less than one irch; all hot water piping-with-a nominal diameter-less than 3/4 In::.r.·th.ai is:.associateGI with a domestic hot water re::'irclllation.sysl:em, from.the healing source lo storage tank or between 1:atiks, buried b_el ow grade, and from 1he heatinQ source t'o k~chen fixtures." Insulation Protection. Pipingi_nsuiation mu5i be orcte::ted frCim daniage, includi'hg thai d.Je·_io runlighl, ,moisture, eqlJiprnent mainfenance,_ flnd § 15J.Ou)3 wind as required by ~eclicn 120.3(b]. lnsu!at1on exp_osed to w-ealher must be water retardant and proieded.fror.-i.UV light·(no,adhesive.tapes). JnsUlati0/7 coverirlg chi lied Wler piping:and ,efrigerant sLcti:Jli piping·located outside the cOndrtimed-space must ;rtlude, or be prbtect_ed.1;1;.r, a Class I cir crass Ii vapcir retarder. fJjpe-'insulatiorrburied below gr8de JTIJst be installed in a\11/aiefprcicif and non-crushab!e casillg-Or Sleeve Gas or Pro_pane Water Heating Systems. Sysi:-ems _using gas orprop.anewater he_ater-s to serire __ 1:idN1dual Welling. units m_ust Include alf of the-follQ\J\ling_ A ded1caied 125 voh, 20. amp eie::lricaf recepta:::le conneeledto the electnc pafiel-With-a-120l240 volt Jcoh:lu:-tor; 10 PWG copper brarth Circuit; \/l.li1hn1hee"feet' of the water heater wi_t\lout-·Obst;uction ,Both er:ids·.ofihe,unused_Conductor must be labele_d_ with the §15JO[rj1 vvor.d·~spare" .. an,d be electricaily 1sol.ated. Ha-Je a reserved single pde circuit breaker spece In the ele:::trical panel-adjecentloAhecircµi\ breaker for the _brarch Clrct.it ·and labeled wi_th the words·~FL.ture 240V-Use"; a Category Ill or IVVenl', or a Tjcpe B vent with straight pipe_between the outside termination and the spacewhere thewa:terhea:ter Js·'instal!ed, a'condensate.drainthat is ·m·more than. two irches hict"ierthahthe base of the water heal-er, and allcNlS natural:drairiingwithout pump.8ssI~ance; and a gas supply line with-a capacit.1 of et.leas! 20J,003 Btu per hour § 1BJO(n)2 Recirculating Loops. RecirccJating loops .serving mtJtiple dwelli[1J unts must meet thereq~ranents of§ 110.3{c)5 Solar Water~heajin.9_System·s. _SolarwatEir-_h6atif7g'5Yjem_s ·a-1d·co1ieclors mUsl:'bEi'ceiiified and"rBied'by tlw S_oiar.Rat.inQ and Certifjcatjon § 150.0(n)J Corp-orat_1on (SR'GC), the r,n!erna_1ional_.Asscc1atlon of.P[umbm9anq'Mechanical Officials, Research and TeS:ing (IRMO P.&TI, cr bY'El listing agencythat is approved ll' the ExecuiiveDirector Ducts. and .Fans MeaS1.J'res: § 110.B(~J. Ducts. Insulation installedon-anexjsting space-conditioning dLCt. musl,complywith§ 004_0 Of the Califor'rii'S Mechani0a1-Code {CMG}. If a cortr-a::tor installs !he insuratior1 the cortractor must cBrtify·to lhecu51omer, iri writing,0that \he insulation meets this.'requirement. CMG Complianca .'JLair-distribution system duels and plenumsmusi meei the requirerrerls of the CMG §§0310, 6020, ffilD, 604.0, 6(J5,0 andANSI/SIVl!\CNACffi-2J06 HVACDuot Conslruct1on Standarc!sM~al andAexi~e3rd Edrtion. Portions of sup~y-a,r and return-air du:ots and plenums must be insLiated tb'a minimum ircialled.level:of R,SO ma mill mun installed level of R-42when ducts ~re.entire.ly in ci;irlditioned spECe as confirmed·through:fieldverificatton-md diagnostic testing (RA3.i .438). Portions of the Qcr:J syst(?m. completely expos,ed ~nd surrcundedby direcily conditioned space are.mt required to b.e insulated Connect_ions of metal du:;ts and_imerccire 6f A8Xibl8 du:::ts must·_'be § l50D(m)t mechanica[lyfa·stened, Openings must be se~i_ed Vl'.ith mastic, tape! o; otf!er du:::t--closure sysiern that meetSthe appliGable:'reqUiretneht.s.cf UL 181, UL 181A or UL 181B qr aerosol, sealant t'ha't f"r):!e!s the'requrernents Of UL 723. If mastic or tape is used lo seal opening~ _greater·tffln,% inti, the combiral!o_n of mastic and either mesh o!'lape must b_e used, -Building cavities,_ suppai piatforms fct aii handlers,.:and'.pl_enums designed orconsln.cted with materials other than seal·ed sheet metal, dUJt boa-d orflex1ble dLCi musl-nOI be used to corrJey conditrnned air Build ng cavities and support -platforms mey conta'in dLCts_ Ducts installed in cavities and support platforms m..isi not be corripressed to cause reQu:-tions i.n the cross-sEC-limal area.' Fact-01¥Fabricated Du·ct Systems, Factoiy-_fabri_cated duo! systems must comply with apj)icabl-e requi remeljs fer duel constrt.ction, § 150.0(m)2 connectims, and dosures;. _joints and seams.of duct systems and the_ir o:imponerts must not-be sealed with clcthba:;k rubber adhesive W::t tapesJJnless su:::h tape is used In corrb1nation with mastic and_draw.bands. § 15J.O(m)3 Field-Fabricated Duct·Systems.-r-jeld-fabricated dIBI systems must compJy wiih applicable requirerrents·for. prEisstie~sensttive:lapes, rraslk:B, -sealants, ard other requirements SP2Cjfied fcrrdLCt, constn.ction_ §1500(m)7: BackdraftDamper. Fan systeins that exchange air between the condtioned space and outdcicrs must haie-backdrafl.Or"autOmatic damp<irs § 150DimJa Gr:avity Ventilation Dampers. Gravity -ventilating-systems sering condtioned space-must have·either aut:cm-aiic or re"Bdiiy fficeSSible, marual~1;opernted dampers in-all openin_gs fo !he cu!side, excej:)t combustion inlet and oi.Jtlef -airopeiiings ant! el€'v'ator shaft vents. Prot~on oflnsola!;i~n. !hsulatlon. must be proiected from damage, sunlight, moisture, equipment maihtehance, and_w\rid-lhsulation exposed § 1500(m)9: 16.-weather must be suitabl.e for_ outdoor_ser.ice. F_or ex-a1:7p!~, ixa,t_ec1ed by aluminum, sheet meta!, p_aintedc_a,y_as, or plcBtic cov-er _ Cellular foam insUation must be prote:::ted·as above or painted wdh.acoat1ng that is waei retardant and provides sh1eid1ng-fromsolar radatio11. § 1500(m}10: P-0rou.s.lnner,Core Flex Duct Porous: inner cor_e flex. ctJcts must hai:e a mn-porous. lay_er betw.een the inner core and oulei vapor· barrier. D.uct Syst-em Seallng:;ind Leakage Test. When,space condi!iori1ng_syslems _usefo~ec(.ai~ _duct syst_ems to SLIPPIJ" cond1:ionedait to-an §150.0(m)11 cccupi·able spa:e, _ihe_duct.s ITIJS!. be sealed and duct leaka.;ietested, as confirmed 1hro~h field-verification and-d'i.agnoslic testing, in accordance with§ 150.0(m)1 hnd Reference Residerii,J Appendix PA3 Air-Filtration Space condITIoning_systems 'Mth_ducts exceedhg 10 feet and".ihe supply-side of.ventilation-systems most ·have MERV. 1-3--or §150.0(irj12 _eguiva_lerffilters. Fillers for spa:;econdii1onlng systems must have-~ two irch depth or can be one inch if sized per E_quation 1.50J)A-Piessu(e drbps:and' label1ngmuS1 meei the requirements 1n§18J.O(m)12 F1!:e.·s must be accessible for regular. se!Vi'.]e."' Space Conditiontng·System-Airflovi Rate and Fari Efficacy. Spa:€! conditioning sys!ems that, l!SEfducts to supply coolinQrnust heye a rcie for the placemenl of·astatic pressure probe, or apem,anenttY:installed static pressure probe in the-suppty pienum. A.irflow must be2:c 350 CFM §'15J.O(mJ13: per ton 6fnominal coolingt-apa::ifY, and an air-handling criit fafreffic-a:y s 0.45 watts'per CFM for. gas furna:;;e air handlers and£ 0.5? walts per CFM foraff olhers-_ SiTiall' dL.GLhigh_v~ociij systems.must pmd~ ah airfiow:72: 2SO·CFM'perton·:of nomi[Jal·coolir:Jg._Gapad!y, and an_air-ha1dliilg .unit fi:ln effica::y :s D.6'2 _watts per CFM. Fie!d v~ifcation 1estir:ig Is required in arx:ordarte w1fh Re:ferercE3-Res1denli~ AppendC< 'RA3.-3.* · 2019 Low-Rise Residential Mandatory Measures Summary § 150.0(k)2G lilterior:Switche5.arid Controls. AneneTgy manage~enl'c:of'::o! system (EMCS} may be used'io corriply.\J\/ilh control ~quireme_nts if it provides fuf)3ticinalityioflhe-s_pecifledcontro! according to§·! '10.9; meets the lnstalfat1cin,Certifitate:r-eqlirements CT§ 13J.4;_ hle.etdhe EMCS requirements of~ 13:J O(e). and mee!s al other requirements in~ 15001Kl2 · §15:iO(k)2ft Interior Switches-and C_ontrols.A multiscene prqgrarrrnablBCDntroller mey be usedto·CO[flply: wrth dimmer requir_emerts lb.§'150.0(Kj if~ orm,des thefunotionalinl.Of a dimmer.a:;cordinato & 110_9, and comoi1es ,1nh all cther aoolica~e reiJLJrements.in U50.0Jkl2. lnter10r Switches.and Controls. In bathmcri1S, gafageS, laullcty rooms, a11du!ifity rooms, a1 !e-ast one ruminaire in each of lheses·pa::;es rriuSf § 150'.0(1<)21 b~'Cohtrolled:by ·ah cccupait senso:or a vacat(y'sensor providing au1omatie-off funclionaliiy. If an:cccupant sensor is Installed, it must ·be Initially cortigured lornan:Ual-oo operation _using the manua'·cootro! required unde-Se::tion 150.0{k)2C. §'1500(k)2J ln_terior Switches and ContrOls. Luminaires that·ar~ ortonta_in light sources that :meet-Refer~nce Joirt Appendix JPB.requlrements-for dimrnina, andihat-are--nof>conlrdled bv oxuoanr.\1 orvacarcv sensors, must.hare dimrrinq-controls.• § 18J.Olk)2K: Interior Switdies_ and Controls. Und~rcabinet lighting must be cortrolled separat.ely from ceiling-inst.alied-lightfr:tfsySlems § 150;0(k)3A R~idential OutdOor.'Lighting: For sirgle~farTIJy res[dential b.uildings, outdoor_l_igt,l_ing permanently mounted to a r~sidenti'al bUilding o'r to cthfir bu!ldngs ,m_.the same .lo~ must meet.the requirement In item§ 150.0(k)3Ai (ON and OFF SW11ch) and the requiremernS_. ln either ~ t50.0(Kj3Aii_ .(ohotccr:;:1I and e1ther:.a rnot10n' sensor o~ auforna!i:dime S\LVitchcontrol) or Ei 150.0(kj3Aii( {astronomtal timec1cck), or an.EMCS- §J5JD(k)3B R_esi~tial Otr~door Lighting: _F?r 1cr~-0se residential_ buildings with four or more (M':lling mils, -outdoor lightfng forprivef:e pa_tios1 er:JtrJ31X;es,- bal::on1-es,. anci porc!ies; and residential parklng·tcts and carports \t\P,lh less than eight \.1ehlcl-es per site must.compJy.c1.¥Ilh either§ 150.0(k)3Aor 1</2ththe apolfcable rAfluirements in Sections i 10.9, 13J.O. i3J.2, 13J.4. 140.7-and 141.0. Re5id~tial Outdoor_Lighting. Fbr low-rise resi'dential-bUldings with four or more divB!ling units,.EJlY 9utdoor:Hghfing·forresidfflii2ll parki~g lots § 150,0(k)3C: or carports wilh a total of eight orrnorevehcles per. site and any outdoor lighting,not regulatedby § 1500(k}38 or§ 15QO[k)30 mu~-comply 111th !tie a]C\:)liceble reouirernenfs in Sec!ions 1109, 130.0, 130.2, 130,{ 14D7 and 141D. § 150.0(k)4 lnternally'illuminated addreSS·signs. lriternally il!uminaled·Sdcfress signs must ci:imply wi!h § 140.8; Dr rriu~t'consume no more-thari5 watts of oo.we(·asf.letermined,a::cer.dina to & :130.0ict § 150D(k)5 Residen~al Garages·f-or.Eigrit qr More Vehi~es.,Ughtirg for re~idential·parking garages"for eight or mcre vehic-lesrnust'-compl,' wit-h the anrlica~e requirements fornonresidential rnraqes in Se:;tions 1109, 1300, 1301. DJ 4, 14() 6, aid141.D § 15J.O(k)6A Interior Common Areas,of Lo~-rise Multifamil_y_Residentii!il Buildings: :n a low-rise hiullfami!y r'esldenticll b!J_lding Wb.ere the tct-al interior common:area in fr single budding equals Al percenl or less of the-floor-area; permanertly installed lighling for_the intr:hon::ommon areas rn that bu"iidina must-be complv with Table 150_(L,t:and·be-CDntrnlle:l bv .an cccupant sensor lntE!ltor'Common.Ar.eas:-of Low-riseMultifamily'Residenti_al Buildings. In: a ICYN~rise muttJfamily resldfflfi al'_building wheie 1he total .inieri or common i:irea Jne single-building equals more.than 2J percent of the fioor area, pern1anently-lnsta!le'd lighting forlhe 1n!eli-0r commori areas in §l5JU(k)6B that building rhust· i. Comply with_ theapplicabletequireme~s in Sections 110.9, 130.0, 1301, 14(].6 and·1410: and ii_ L1g17ting instctled in comDors and stairwells must be conl_rdledby.occup_ant senso~,thai-red..ice the,ltgh[ing poweri_n ea:;h spoce by at' leml ID percent. The-occupant sensors must be:capable ofiurrnn91he lI.gh1 -~j~ on and olf from all desIQned·P31hS Of irQresS cJld egress_ Solar Ready Buildings: Single F8mily REl!s_iden_ces:'-Sfrgle-family re;side(lces_ I.~ated k1 .su~_div)Sion_s with 10_.or more sj_.ngl~ Faf11ily residences ~nd wflere th_e § 11010(a)1: applbat.lonfor a-terrl·ative..subdfu:isioo map for1heresiderces has been deemed complete a,;id approved by the 8nforcemerit agerD'_Y,-which' ci:J not have a ohoimolta~ svstem installed muffi comnl" 10lhthe reauirernants of S 110.101bl thro, nh •11010/e\ §11010(a)2 Low-riseMultifaniily l;fuildings. Low-i_ise multi-family builOlng"s that' do' il6! have ci phOtovoltaic_sy.sten1'in.stcilfed must Comp~, witK!lie requiremerls of§ 110,10(b) through§ 110:ID(d]. Miniml_.lm !)olar Zone Area The solar.zone rnusi have a-minimum total·area as des:;ribed_below. Thecsolar zone.must,comply \/llTI.b acces~" ~thw-ay, sm_ok_e_ ve_ntilElfion, md'sp~ing_reqUlremert_s·as :specified in Title 24, Pa19 or other_p_~rts ufTiUe·-24 or ir~ my _reqµIrem~rn_s adopted by_ a IC:Cal juri.sdict1011 The'solar zonetctal 'area·ITIUSt becomprIsed of areas that have no-ctmensIon less than-5 feel and are no less tharfBO square fe_el .each_ for,bui_f di nt)"S'wITh r.oof ·areas Jess than orc,equal :to 10, 000_ square. feet .orno less than. t0J square foet effih forbUldi-n·gs lJVith § 1 m 10(b)1 roof-areas g_reaterlhan 1 O,OJO.squarefeet F_or s1ngle_fanj"ly re_sidences, the solar.zorie must be l09aled on_thewtlor ov.erharg·oflhe bt.~ld1ng andJlq,,:.<3-a-iotal are~ no,_less !han250 square feet. F_or lrJ(1--riSe rrulii-family buildings the s_olar zone rnu& ?e local'ed_bnt,he roof or Overhang of the building_ or on the roof or_overharg of another.structure lo..,'"'ated -~\~thin 2BJ feet-of the building, or oncovered.pBrking-i17Stal)ed,withlhe building projeci, andhave_a-tota! area no less than 1-5-percent of lhe·iotalwof area ofthe 'bUldirig-_exduding any skyllght-area The solar zone reauirement is aoolicable IG"the entire buildina. includina mixed oo:;uoa~v.' §11Q.10(b)2 kzjffiuth. ft.JI sections of the-solar zone located on steep.sloped ro"ofs must be.orierited bet.ween 9Jde_gre.e_s and 3CCrde_Q·reeS of true north. § 110.10(b)3A Shading. The Solar zone must not ci:lniain any oo·structions, ircluding·bt.t:not ·lillllt·ed.to: ·verts;,chirnneys;·ai:::htec\ur.al f~ure·s, _arid roof mounted A.1uipment' § 11010(b)3B Shading.-fi!o/ .obsµl.J)non l():;al-ed _en the ro_of a-any _olherpa_rt of the buildng that projects above a so_farz:one mu~f be located ai lea_st_hwlce the dsta11Ce,. measu-ed·inthe horizontal pl-ane, cf the he1ght·dilfe"i:e~e between ihe hfg'lest point of the obstrJd1on andthe-horr.rnntal pr.oJEGt1on-of the nea'rest-nnirit ·of t:he soler ziJne measure·d int he verHcal Diane." § 110.1Q(b)4 Strud:urarDeslgn toads_ on·Constructi-on Documents. For areas of the roof desi97ated as a solar zone, the structu:al design loadsJcr roof de-ad. load' ard roof li-ve-1oad must be cleaflv indicated·on the conslruclion dorumenis Interconnection Pathways. The construction doruments mlist indicate-a lo::alion reserved for inve~ers_ and metering equipment and:a §110.10(c) patlway reserye:I for routing of conduit from the solar zone to'the point of interconnection wilh the ele.::trical service, alittfor single farrily residences.and ceritral water-heatinq svslems a mthwBlr resenredfor routIno ciurrbino from the scilar.zone io thewaler-healino-svstem §11010(d} Documentation. A coi:y of the constn.ction dccumerts or a-comparable do:::-ume_rt indicating the Information from§ 110.10.{b) through Ei 11"0_ 10(c) mu.Si be owVided t.Othe occ1"1r1anL §110.10(e)1 Main Electrical Service Panel. The-main elecirical-ser1;ice panel m:.isl .have a minimum tusbar ratiD2 of)OJ amps § 110.10.(e)2 Main·Electlical ServiteP-allel.-The-main e!ech:al sen1i'ce panel must have a reserved spa:;e to allow fur the installatmn of a dciuble pole circuit bre..akerforn fut urn solar elect{JC installation. The resen.red.space must be permanenlty marked as For FtJure Solar E!e:::tric". r REVISIONS BY 6 6 6 DESIGN CONSULTANT(S) Steven Mark PROJECT DESIGNER Enrique Covarrubias in "' "' "' e L -X "' (l) "" "' LL -1--' <( E C 0 0 (l) 0 ('\i " 0, <;_ '" u "' iS Q) "' 0 " C ~ "' C "' E rJ) <;_ @.> ('\i _,_ tD "' c-0 [O oO (l) "' 0:: ~ _g "' 0 C, ('\i r---" rJ) _J "' "' x ('i) 'O "' 0:: C 0 _::,L 0 ,gi 0 0 0 "' > DL d, gi..: >, L >, " ·..::,2 CD L C "' ro C 'O ('i) o; in o• i" "' "' ·-; () "' 2 " e >c "---e _g) "' -st "' mm ~ r---C Q_© o._ " 0 g~ "' "' .c C o._ :.a "5 "' ~:::: ii: -ro 1"' -" .9 .Q. ell r..l-~ I!) ,;::r..i T) ~ (J 0 E © "---st or--"' g. e O>o o-0 '+-"' "' e:, "' -" mo .:. "' "' "' 0 <ii :.c -~ '+-(I) ~cO --TI 0 ~ <( 0 "' O= "'0 st ro :,;; e -ro -~ ~ ""' o; -TI d,d, "-c ~~ "' ~ ro C --"' E "' "' C "' X> -" "' a, ©C ('i) ro "' E~ X " " 2 "' -,a 2~ :::; " 0 0 ..J -"->O C ~ rn ~ -~i CTI l9 u rn m ci E -I z--' m E ---' m·-~ --' o-.c rn w -.c 0 am CTI 0 0 C 0 :;;: ·-rn oc w 0 0 Ci:: u:.:: er: a o -0 Ci:: ol!S c_-m -a: ~ .a <C z ()0 l9 -' ~ -' C ~ -oc (f) CC w 'm ·g, 0 )l_o E .9 © ~ a: a o?i "§_ CTI ~m ·~ :§ om > rn m ~-" g~ rn .c "' "' -m 0.-±::::: ~· t_o ma c_·- 0 C 5-0 m"' .cc ....... Q (D .-±::::: ~TI 00 C ma -0 .§ -g !i}rn am Z'i § ~·-m w © C .c m -E Q'o >, ·-,._ "' <( co O C E ·cg g~ E "t "'0 ma ::> "o =g1 Cf) rnO Q) ~ ma ~ (J) ~-C c_ ,._ 0 Q) "§: E C\I ,._ rn m ro a, -ot ctl ::> m~ -(J) _!; 0 0 (.) co ~m l:l ·.:::c Q) o-~ ctl _Q ~ CJ) ~ C ctl >, ·-(.) ,._ s:: 0 C -"O --' co -0 w ~ "O LL (l) CJ) C a, C -0 ctl co 0 E a, ~ ~ a, C (I) 0:: "' a, ro ::§: ~ ""'" E ~ 'SI-" C\J 0 0 I "' 1 I 0 .c I-<( ~ rJ) DRAWN/ CHECKED ' Ron LaBarbera DATE/TIME 1/7/2022 4:52:22 PM PROJECT NUMBER Number JOB NAME Huang SHEET A-13 OF 1 SHEETS STORM WATER QUALITY NOTES CONSTRUCTION BMP's This project shall comply with all current requirements of the State Permit; California Regional Water Quality Control Board {SDRWQCB), San Diego Municipal Storm Water Permit, The City of San Diego Land Development Code, and the Storm Water Standards Manual. Prior to any soil disturbance, temporary sediment controls shall be installed by the contractor or qualified person(s) as indicated below: 1. All requirements of the city of San Diego "Storm Water Standards Manual" must be incorporated into the design and construction of the proposed grading / improvements consistent with the approved storm water pollution prevention plan (SWPPP) and/ or water pollution control plan (WPCP) for construction level BM P's and, if applicable, the storm water quality management plan (SWQMP) for post-construction BMPS. 2. The contractor shall install and maintain all storm drain inlet protection. Inlet protection in the public right-of-way must be temporarily removed prior to a rain event to ensure no flooding occurs and reinstalled after rain is over. 3. All construction BMPS shall be installed and properly maintained throughout the duration of construction. 4. The contractor shall only grade, including clearing and grubbing, areas for which the contractor or qualified contact person can provide erosion and sediment control measures. 5. The contractor is responsible for ensuring that all sub-contractors and suppliers are aware of all storm water BMPS and implement such measures. Failure to comply with the approved SW PPP/ WPCP will result in the issuance of correction notices, citations, civil penalties, and/ or stop work notices. 6. The contractor or qualified contact person shall be responsible for cleanup of all silt, debris, and mud on affected and adjacent street(s) and within storm drain system due to construction vehicles/ equipment and construction activity at the end of each work day. 7. The contractor shall protect new and existing storm water conveyance systems from sedimentation, concrete rinse, or other construction -related debris and discharges with the appropriate BMPS that are acceptable to the city resident engineer and as indicated in the SWPPP / WPCP. 8. The contractor or qualified contact person shall clear debris, silt, and mud from all ditches and swales prior to and within 3 business days after each rain event or prior to the next rain event, whichever is sooner. 9. If a non -storm water discharge leaves the site, the contractor shall immediately stop the activity and repair the damages. The contractor shall notify the city resident engineer of the discharge, prior to resuming construction activity. Any and all waste material, sediment, and debris from each non -storm water discharge shall be removed from the storm drain conveyance system and properly disposed of by the contractor. 10. Equipment and workers for emergency work shall be made available at all times. All necessary materials shall be stockpiled onsite at convenient locations to facilite rapid deployment of construction BMPS when rain is imminent. 11. The contractor shall restore and maintain all erosion and sediment control BMPS to working order year - round. 12. The contractor shall install additional erosion and sediment control measures due to unforeseen circumstances to prevenl non -storm water and sediment laden discharges. 13. The contractor shall be responsible and shall take necessary precautions to prevent public trespass onto areas where impounded waters create a hazardous condition. 14. All erosion and sediment control measures provided per the approved SW PPP/ WPCP shall be installed and maintained. All erosion and sediment controls for interim conditions shall be properly documented and installed to the satisfaction of the city resident engineer. 15. As necessary, the city resident engineer shall schedule meetings for the project team (General contractor, qualified contact person, erosion control subcontractor if any, engineer of work, owner/ developer, and the city resident engineer) to evaluate the adequacy of the erosion and sediment control measures and other BMPS relative to anticipated construction activities. 16. The contractor or qualified contact person shall conduct visual inspections and maintain all BMPS daily and as needed. Visual inspections and maintenance of all BMPS shall be conducted before, during, and after every rain event and every 24 hours during any prolonged rain event. The contractor shall maintain and repair all BMPS as soon as possible as safety allows. 17. Construction entrance and exit area. Temporary construction entrance and exits shall be constructed in accordance with CASQA fact sheet TC-1 or Caltrans fact sheet TC-01 to prevent tracking of sediment and other potential pollutants onto paved surfaces and traveled ways. Width shall be 1 O' or the minimum necessary to accommodate vehicles and equipment without by -passing the entrance. (a) Non -storm water discharges shall be effectively managed per the San Diego Municipal Code Chapter 4, Article 3, Division 3 "Storm Water Management and Discharge Control". GREEN BUILDING CODE REQUIREMENTS 1. Storm Water Drainage/Retention during Construction Projects which disturb less than one acre of soil shall manage storm water drainage during construction by one of the following: A. Retention basins. B. Where storm water is conveyed to a public drainage system, water shall be filtered by use of a barrier system, wattle or other approved method. CGC 4.106.2. 2 .. Grading and Paving Site grading or drainage system will manage all surface water flows to keep water from entering buildings (swales, water collection, French drains, etc.). CGC 4.106.3. Exception: Additions not altering the drainage path. 3. Recycling A minimum of 65% of construction waste is to be recycled. CGC 4.408.1. 4. Recycling The contractor shall submit a Construction Waste Management Plan to the jurisdiction agency that regulates waste management, per CGC 4.408.2. 5. Operation and Maintenance Manual The builder is to provide an operation manual (containing information for maintaining appliances, etc.) for the owner at the time of final inspection. CGC 4.410.1. 6. Pollutant Control During construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 4.504.1. 7. Pollutant Control VOC's must comply with the limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and 4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood Products. CGC 4.504.2. 8. Interior Moisture Control Concrete slabs shall be provided with a capillary break CGC 4.505.2.1 9. Interior Moisture Control The moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified in Section 4.505.3. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one of the methods listed in CGC 4.505.3. 10. Indoor Air Quality Bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1. 11. Prior to final inspection the licensed contractor, or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. GREEN BUILDING STANDARDS ADDITIONAL 1. Landscape Irrigation Water Landscape irrigation water use shall have weather or soil based controllers. CGC 4.304.1. 2. Recycling A minimum of 65% of construction waste is to be recycled. CGC 4.408.1. 3. Operation and Maintenance Manual The builder is to provide an operation manual (containing information for maintaining appliances, etc.) for the owner at the time of final inspection. CGC 4.410.1. 4. Pollutant Control During construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC 4.504.1. 5. Pollutant Control VOC's must comply with the limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and 4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood Products. CGC 4.504.2. 6. Interior Moisture Control The moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one of the methods listed in CGC 4.505.3. 7. Indoor Air Quality Bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1. 8. Prior to final inspection the licensed contractor, or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 1 02.3. 9. Recycling The contractor shall submit a Construction Waste Management Plan CGC Section 4.408.1. 10. Interior moisture control Concrete slabs will be provided with a capillary break. CGC Section 4.505.2.1. CALIFORNIA GREEN BUILDING STANDARDS 1. AUTOMATIC IRRIGATION SYSTEMS CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL BE WEATHER-BASED. (CGBSC 4.304.1) 2. ALL WATER CLOSETS SHALL HAVE AN EFFECTIVE FLUSH VOLUME OF NOT MORE THAN 1.28 GALLONS PER FLUSH. TANK TYPE WATER CLOSETS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK-TYPE TOILETS. 3. URINALS, SHALL HAVE AN EFFECTIVE FLUSH VOLUME NOTTO EXCEED 0.5 GALLONS PER FLUSH. 4. SHOWER HEADS; SINGLE SHOWER HEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 80PSI. MULTIPLE SHOWERHEADS WHEN SERVED BY A SINGLE VALVE. SHALL HAVE A COMBINED FLOW RATE NOT TO EXCEED 1.8 GALLONS PER MINUTE. 5. FAUCETS, RESIDENTIAL LAVATORY FAUCETS SHALL HAVE A MAXIMUM RATE OF 1.2 GALLONS PER MINUTE AT 60 PSI AND A MINIMUM FLOW RATE OF NOT LESS THAN 0.8 GALLONS PER MIN. AT 20 PSI FAUCET IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS MUST HAVE A MAXIMUM FLOW RATE OF 0.5 GALLONS PER MINUTE AT 60 PSI. METERING FAUCETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS MUST NOT DELIVER MORE THAN 0.25 GALLONS PER CYCLE. 6. KITCHEN FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE AT60 PSI. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW RATE TO A MAXIMUM OF 2.2 GALLONS AT 60 PSI BUT MUST DEFAULT BACK TO THE 1.8 GALLONS PER MINUTE. 7. A PLUMBING FIXTURE CERTIFICATION MUST BE COMPLETED AND SIGNED BY EITHER A LICENSED GENERAL CONTRACTOR, OR A PLUMBING SUBCONTRACTOR, OR THE BUILDING OWNER CERTIFYING THE FLOW RATE OF THE FIXTURES INSTALLED. A COPY OF THE CERTIFICATION CAN BE OBTAINED FROM THE DEVELOPMENT SERVICES DEPARTMENT. 8. JOINTS AND OPENINGS, ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES. CONDUITS, OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY (CGBSC 4.406.1) 9. A MINIMUM OF 65 PERCENT OF THE CONSTRUCTION WASTE GENERATED AT THE SITE IS DIVERTED TO RECYCLE OR SALVAGE PER (CGBSC 4.408.1) AND CITY ORDINANCE. 10. BEFORE FINAL INSPECTION, A COMPLETE OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER. CONTRACTOR OR OWNER SHALL SUBMIT AN AFFIDAVIT THAT CONFIRMS THE DELIVERY OF THE MAINTENANCE MANUAL. (CGBSC 4.410.1) A SAMPLE OF THE MANUAL IS AVAILABLE ON THE HOUSING AND COMMUNITY DEVELOPMENT (HCD) WEB SITE. THE MANUAL SHOULD INCLUDE IN ADDITION TO OTHER ASPECTS THE FOLLOWING: A. DIRECTION TO THE BUILDING OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING FOR THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. B. OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWINGS: 1. EQUIPMENT AND APPLIANCES, INCLUDING WATER-SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, WATER-HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. 2. ROOF AND YARD DRAINAGE, INCLUDING GUTTER AND DOWNSPOUTS 3. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS 4. LANDSCAPE IRRIGATION SYSTEMS 5. WATER RE-USE SYSTEMS C. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS D. PUBLIC TRANSPORTATION AND/ OR CARPOOL OPTIONS AVAILABLE IN THE AREA E. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30·60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN SUCH HUMIDITY LEVELS F. INFORMATION ABOUTWATER·CONSERVATION LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLERS WHICH CONSERVE WATER G. INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM FOUNDATION H. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO CAULKING, PAINTING GRADING AROUND THE BUILDING ETC. I. INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE J. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE 11. A COPY OF A COMPLETE OPERATION AND MAINTENANCE VM,UAL AS OUTLINED IN THE NOTES ABOVE WILL BE DELIVERED TO THE BUILDING OWNER PRIOR TO FINAL INSPECTION. 12. AN OWNER MANUAL CERTIFICATE SHOULD BE COMPLETED AND SIGNED BY EITHER A LICENSED GENERAL CONTRACTOR OR A HOME OWNER CERTIFYING THAT A COPY OF THE MA~!UAL HAS BEEN DELIVERED I RECEIVED TO THE BUILDING OWNER A COPY OF THE CERTIFICATION FORM CAN BE OBTAINED FROM THE DEVELOPMENT SERVICES DEPARTMENT 13. DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION. (CGBSC 4.504.1) 14. ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH voe AND OTHER TOXIC COMPOUNDS LIMITS. (CGBSC 4.504.2.1) 15. PAINTS. STAINS AND OTHER COATINGS SHALL BE COMPL!ANT WITH voe LIMffS SET IN SECTION 4.504.2.2 AND TABLE 4.504.3 OF CALGREEN 16. AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT w,TH PRODUCT WEIGHTED MIR LIMITS FOR voe AND OTHER TOXIC COMPOUNDS AS SPECIFIED IN SECTION 4.504.2.3 OF THE CALIFORNIA GREEN BUILDING CODE. 17. A CERTIFICATION COMPLETED AND SIGNED BY EITHER THE GENERAL CONTRACTOR OR SUBCONTRACTOR, OR THE BUILDING OWNER CERTIFYING THAT THE PAINT. STAIN, AND ADHESIVES, COMPLIES WITH THE REQUIREMENTS OF THE CALIFORNIA GREEN BUILDING CODE. A COPY OF THE FORM CAN BE OBTAINED FROM THE DEVELOPMENT SERVICES DEPARTMENT 18. CARPET AND CARPET SYSTEMS SHALL BE COMPLIANT WITH voe LIMITS. A LETTER FROM THE CONTRACTOR, SUBCONTRACTOR AND OR THE BUILDING OWNER CERTIFYING WHAT MATERIAL HAS BEEN USED AND ITS COMPLIANCE WITH THE CODE MUST BE SUBMITTED TO THE BUILDING INSPECTOR. (CGBSC 4.504.3) 19. EIGHTY PERCENT OF THE FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: A. voe-EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE PRODUCTS DATABASE. 8. PRODUCTS COMPLIANT WITH CHPS CRITERIA CERTIFIED UNDER THE GREEGUARD CHILDREN & SCHOOL PROGRAM. C. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCORE PROGRAM. D. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "'STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS,"' VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350). 20. HARDWOOD PLYWOOD, PARTICLEBOARD, MEDIUM DENSITY (MDF), COMPOSITE WOOD PRODUCT USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXIC CONTROL MEASURE FOR COMPOSITE WOOD AS SPECIFIED IN SECTION 4.504.5 AND TABLE 4.504.5 OF CALGREEN. 21. A CERTIFICATION COMPLETED AND SIGNED BY THE GENERAL CONTRACTOR, SUBCONTRACTOR OR BUILDING OWNER CERTIFYING THAT THE RESILIENT FLOORING, COMPOSITE WOOD PRODUCT, PLYWOOD. PARTICLE BOARD, ETC. COMPLY WITH THE voe LIMITS AND FORMALDEHYDE LIMITS SPECIFIED IN THE NOTES ABOVE AND THE CALIFORNIA GREEN BUILDING CODE. 22. A VAPOR RETARDER AND CAPILLARY BREAK SHALL BE INSTALLED AT SLAB ON GRADE FOUNDATION PER ONE OF THE FOLLOWING METHODS: A. 4 INCH THICK BASE OF 1/2 INCH OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR BARRIER IN DIRECT CONTACT WITH CONCRETE AND CONCRETE MIX DESIGN WHICH ADDRESS BLEEDING, SHRINKAGE, AND CURING SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE ACI 302.2R-02. 8. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. (SECTION 4.505.2.1 ). 23. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALLS AND FLOORS FRAMING SHALL NOT BE ENCLOSED WHEN FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. 24. THE MOISTURE CONTENT OF BUILDING MATERIALS USED IN A WALL AND FLOOR FRAMING IS CHECKED BEFORE ENCLOSURE. MOISTURE CONTENT SHALL BE VERIFIED BY EITHER A PROBE TYPE OR CONTACT TYPE MOISTURE METER. A CERTIFICATE OF COMPLIANCE INDICATING DATE OF TEST, LOCATION AND RESULTS ISSUED BY THE FRAMER SUBCONTRACTOR OR GENERAL CONTRACTOR MUST BE SUBMITTED TO THE BUILDING INSPECTOR. (CGBSC 4.505.3) 25. EXHAUST FANS WHICH TERMINATE OUTSIDE THE BUILDING ARE PROVIDED IN EVERY BATHROOM THAT CONTAINS A SHOWER OR TUB. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH CAN ADJUST BETWEEN 50 TO 80 PERCENT. ----·---· -----------------------··· REVISIONS BY 6 6 6 DESIGN CONSUL TANT(S) Steven Mark PROJECT DESIGNER Enrique , \. '---c b. ovarru 1as co "' "' "' "' L -X "' (l.) m "' u.. _µ « E C 0 0 (l.) 0 (\) " 0) L <ii u "' 0 (l.) -"' 0 C _.0. ~ C "' rJ) E L @I (\) _,_ \fl "' c-0 (0 oo (l) "' 0: q, ..m m 0 ('u ,-. ..,. ~ _J "' "' rJ) x (\\ "' "' 0: C 0 .:::L. 0 0 .Si 0 0 m > Di d, >-L >-..,. a, L E "' "' (\\ "' co i" "' "' "' 2 "' "' C. " "' ,-. "' ~ ..,. C D.. m 0 00 .c C D.. "' a: (l.) 0 \..) _..,. 0 ,-. <D E "'0 o-0 '-I-"' OJ e,m " -'= "' "' "' 0 '-I-rJ) ~co -<ii 0 -< 0 -"' "' () " "' 2 .;?: -""!" Lt? "' '" a: "' "' m "' C ' C\I :g (0(0 00 E C " -..,. "' "' (\\ "' 8/ ..:....: X " ;: 2 m <ii 22 :::; ;: _J ...I C.9U z-' --' ~ -' w 0 0 0 ~ w a:: a:: a:: ro <C z C.9 == -(/) w 0 C Q) Q) '- CJ ~ CJ) a.. ~ [(l C 0 -(.) :::J '--CJ) C 0 0 Q) ~ CJ) ~ ,._ 0 Q) ·-C\I -co 0, 0 -C1l z (_) () ""O >, C1l -06 .0 (1j Ci) s::: C C1l :::J () a s: CJ) C '-Q) -0 -' Q) -0 w ~ _o u.. <lJ (1j z "' w C $ 0) "O C1l 0 0) E ~ C "' C <lJ "' E·-0: "' co ~ F '--0 E ~ " " o·-0 0 -:::J I "' I 0 .c Cl) [(l « ~ rJ) DRAWN I CHECKED " Ron LaBarbera DATE/TIME 1/7/2022 4:52:23 PM PROJECT NUMBER Number JOB NAME Huang SHEET A-14 OF 1 SHEETS d :z z LU (j) 2'. 0 () U) :...J :r X .. U Ll.. :l.. 0 (.) z z X LU UJ Ll . .! z STATEMENT OF SPECIAL INSPECTIONS DESCRIPTION & TYPE OF INSPECTIONS REQUIRED : SOIL PREPARATION: BASED ON GEOTECHNICAL REPORT PREPARED BY: ... EAST COUNTY SOILS'" (JOB# 21-112787) INSPECTION OF SOILS CBC 2019 TABLE 1705.6 INSPECTION TASK -TO BE PERFORMED BY INSPECTION TYPE SOILS/ GEOTECHNICAL ENGINEER OF RECORD CONTINUOUS PERIODIC 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO X ACHIEVE THE DESIGN BEARING CAPACITY. - 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE X REACHED PROPER MATERIAL. - 3. PERFORM CLASSIFICATION & TESTING OF COMPACTED FILL MATERIALS. -X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES X DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. - 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND X VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. - NOTE: PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: a. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT, b. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. AND c. THE FOUNDATION EXCAVATIONS, SOILS EXPANSIVE CHARACTERISTICS, AND BEARING CAPACITY CONFORM TO THE SOILS REPORT. SPECIAL INSPECTION NOTES: A. THE SPECIAL INSPECTIONS IDENTIFIED ARE IN ADDITION TO THOSE REQUIRED BY THE BUILDING CODE, AS AMENDED. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR. B. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE GOVERNING JURISDICTION, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. EXCEPTION, INSPECTIONS BY THE SOILS ENGINEER OF RECORD. C. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE GOVERNING JURISDICTION FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS, AND EQUIPMENTS. D. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. E. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTION, TESTING, AND OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD, OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. F. CONTINUOUS INSPECTIONS !S ALWAYS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED. WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED IN ACCORDANCE WITH THE PROVISIONS OF CBC SECTION 1704, IT IS THE AGENT'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT ALL THE WORK IS INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS. G. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. H. SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. I. FABRICATOR MUST BE REGISTERED & APPROVED BY GOVERNING JURISDICTION FOR THE FABRICATION OF MEMBERS & ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. J. FABRICATOR SHALL SUBMIT AN 'APPLICATION TO PERFORM OFF-SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. K. FABRICATOR SHALL SUBMIT AN 'CERTIFICATE FOR COMPLIANCE FOR OFF-SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO THE ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. L. WHERE MATERIALS OR ASSEMBLIES ARE REQUIRED BY THE BUILDING CODE TO BE LABELED, SUCH MATERIALS AND ASSEMBLES SHALL BE LABELED BY AN AGENCY APPROVED BE THE GOVERNING JURISDICTION IN ACCORDANCE WITH SECTION 1703. PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN SECTIONS 1703.5.1 THROUGH 1703.5.4. M. NOTICE TO THE APPLICANT/ OWNER/ OWNERS AGENT/ DESIGNER/ OR ARCHITECT: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/ INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF GOVERNING JURISDICTION FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. N. NOTICE TO THE CONTRACTOR/ BUILDER/ INSTALLER/ SUB-CONTRACTOR/ OR OWNER BUILDER: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING JURISDICTION FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES REBAR NOTES 1. REBAR SHALL CONFORM TO THE ASTM A615 AND SHALL BE THE FOLLOWING: GRADE 40 FOR #3 & #4 REBAR, AND GRADE 60 FOR #5 REBAR AND LARGER. USE ASTM A706 GRADE 60 WHERE REBAR IS TO BE WELDED. 2. DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH CBC 2019, ACI 318-14 CHAPTER 7. IN ADDITION, REINFORCING STEEL DETAILING, BENDING AND PLACING SHALL BE IN ACCORDANCE THE LATEST EDITION OF THE MANUAL OF STANDARD PRACTICE" ~y THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI). 3. WELDING OF REINFORCING SHALL BE IN ACCORDANCE WITH ASTM A706 WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO 'STRUCTURAL WELDING CODE. REINFORCING STEEL BY ANSI/AWS D1 .4 OF THE AMERICAN WELDING SOCIETY. THE MINIMUM TENSILE STRENGTH OF THE WELD METAL SHALL BE 70KSI. WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCEMENT IS NOT PERMITTED. 4. REBAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF "BAR SUPPORT SPECIFICATIONS" AS CONTAINED IN THE LATEST EDITION OF THE MANUAL OF STANDARD PRACTICE" BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI). 5. WALLS, PILASTERS, AND COLUMNS SHALL BE DOWELED TO THE SUPPORTING FOOTINGS WITH REINFORCEMENT OF THE SAME SIZE, GRADE, AND AT THE SAME SPACING AS THE VERTICAL REINFORCEMENT IN THE WALLS, PILASTERS, OR COLUMNS. (U.N.O.) 6. VERTICAL REINFORCEMENT SHALL BE TIED OR OTHERWISE FIXED IN POSITION AT THE TOP AND BOTTOM AND AT INTERMEDIATE LOCATIONS. SPACED NOT GREATER THAN 192 BAR DIAMETERS. 7. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE BEFORE PLACING CONCRETE OR GROUT. 8. LAP SPLICES TO BE CONTACT SPLICES WITH NOT MORE THAN 2" BETWEEN REBAR. 9. LAPS AT REBAR SPLICES IN MASONRY CONSTRUCTION SHALL BE 48 REBAR DIAMETERS BUT NOT LESS THAN 2'-0". 11. LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION, CLASS 8, SHALL BE AS FOLLOWS: TOP BARS OTHER THAN TOP BARS REBAR SIZE f'c = 2500 PSI f',-3000 PSI f'c= 2500 PSI f'c= 3QQQ PSI #4 24" 20" 20" 16" #5 30" 27" 24" 21 11 #6 35" ! 33" 28" 25" #7 40" 38" 32" 29" #8 45" 43" 36" 33" FOUNDATION NOTES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI (U.N.O.), MAX WATER-CEMENT RATIO OF 0.50, AND A MAX SHRINKAGE OF 0.05%. 2. SLAB ON GRADE SHALL BE A MINIMUM OF 5" THICK WITH #4 REBAR@ 16" O.C. EACH WAY IN THE CENTER. UNDERLAYMENT & MOISTURE BARRIER PER SOILS REPORT. THE MOISTURE BARRIER SHOULD BE PROPERLY LAPPED AND SEALED AT JOINTS AND AROUND ANY BREAKS SUCH AS OPENINGS FOR UTILITY CONDUITS. 3. ALL FLATWORK TO BE INSTALLED IN ACCORDANCE WITH CITY STANDARDS OR THE APPROVED SOILS REPORT. 4. BOTTOM OF ALL FOOTINGS SHALL MAINTAIN 7'-0" MIN. (OR PER APPROVED SOILS REPORT) DISTANCE TO DAYLIGHT WHERE SLOPES OCCUR. HORIZONTAL DISTANCE SHALL BE MEASURED FROM THE BOTTOM LEADING EDGE OF FOOTING TO DAYLIGHT. 5. ALL ANCHOR BOLTS, HOLDOWN ANCHORS, & DOWELS MUST BE TIED IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION. 6. WOOD IN CONTACT WITH CONCRETE OR MASONRY, OR IF LESS THAN 8" FROM EXTERIOR GRADE, SHALL BE PRESERVATIVE TREATED. 7. ALL FASTENERS AND CONNECTORS IN PRESERVATIVE TREATED WOOD SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL PER ASTM A 153. ANCHOR BOLTS MAY HAVE A MECHANICALLY DEPOSITED ZINC COATING WITH WEIGHTS PER ASTM B 695, CLASS 55. IT IS ACCEPTABLE TO USE UNPROTECTED CARBON STEEL FASTENERS AND CONNECTORS IN TREATED WOOD THAT IS PRESERVED WITH BORATE BASED PRESERVATIVE AND LOCATED IN A DRY AND ENCLOSED ENVIRONMENT SUCH AS IN A WALL CAVITY. 8. SILL PLATES BEARING ON CONCRETE OR MASONRY SHALL HAVE MINIMUM OF )I" 0 ANCHOR BOLT WITH AT LEAST 7" CONCRETE/MASONRY EMBEDMENT, SPACED@ 72"O.C. MAX, PLACED 4" MIN. TO 12" MAX FROM EACH END OR FROM A NOTCH, AND A MINIMUM OF TWO ANCHOR BOLTS PER SILL PLATE PIECE. (U.N.O.) 9. ANCHOR BOLTS AND HEAVY HEX BOLTS INSTALLED INTO CONCRETE SHALL BE ASTM F1554, GRADE 36. (U.N.O.) THREADED RODS INSTALLED USING EPOXY ADHESIVE INTO EXISTING CONCRETE SHALL CONFORM TO ASTM A307, GRADE C. (U.N.O.) 10. ANCHOR BOLTS SHALL INCLUDE STEEL PLATE WASHERS, A MIN. OF 3" x 3" x 0.229" (3ga) IN SIZE, BETWEEN THE SILL PLATE AND NUT. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO¾," LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCC:ED 1¾", PROVIDED A STANDARD CUT WASHER BETWEEN THE PLATE WASHER AND THE NUT. THE PLATE WASHER SHALL NOT EXTEND GREATER THAN½" FROM THE EDGE OF THE BOTTOM PLATE TO THE SHEATHED SIDE, WHERE SHEAR PANELS OCCUR. 11. ALL NON-BEARING WALLS SHALL USE 2x P.T. SILL W/ "HILTI" SHOTPIN FASTENERS (ESR-1663) OR EQUIVALENT@ 32"o.c., 6" FROM ENDS. 12. THE STRUCTURE SHALL EITHER BE LOCATED ON COMPETENT (NATIVE) SOIL OR THE SOIL SHALL BE COMPACTED TO 90% AND BE TESTED BY A LICENSED SOILS ENGINEER WITH A COMPACTION REPORT SUBMITTED TO THE BUILDING OFFICIAL. WHERE FILL IS REQUIRED, ALL FILL MATERIAL TO BE GRANULAR, NON COHESIVE SOIL. ALL FILL OVER 12" IN DEPTH SHALL BE COMPACTED TO 90% AND BE TESTED BY A LICENSED SOILS ENGINEER WITH A COMPACTION REPORT SUBMITTED TO THE BUILDING OFFICIAL. 13. THE OWNER IS RECOMMENDED TO OBTAIN A SOILS REPORT PREPARED BY A LICENSED SOILS ENGINEER. SHOULD OWNER ELECT NOT TO OBTAIN A SOILS REPORT, EITHER ACTUAL OR IMPLIED, THE BUILDING OFFICIAL RETAINS THE RIGHT TO REQUIRE A SOILS REPORT. 14. IF THE BUILDING INSPECTOR SUSPECTS FILL, EXPANSIVE SOILS, OR ANY GEOLOGICAL INSTABILITY BASED ON OBSERVATION OF THE FOUNDATION EXCAVATION, A SOILS OR GEOLOGICAL REPORT, AND RESUBMIT OF PLANS TO PLAN CHECK TO VERIFY THAT THE REPORT RECOMMENDATIONS HAVE BEEN INCORPORATED, MAY BE REQUIRED. 15. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE CONTRACTOR/SOILS ENGINEERING SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE CITY STANDARDS OR THE APPROVED SOILS REPORT: THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE CITY STANDARDS OR THE APPROVED SOILS REPORT. 16. WHERE OCCURS, EPOXY ANCHORS IN CONCRETE SHALL USE 'SIMPSON STRONG-TIE SET-XP' EPOXY (ESR #2508). EPOXY ANCHORS IN MASONRY SHALL USE 'SIMPSON STRONG-TIE SET' EPOXY (ESR #1772). ALL EPOXY ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE ESR REPORT & WITH SPECIAL INSPECTION. HOLES SHALL BE CLEAN AND FREE FROM DUST PRIOR TO INSTALLATION. HOLES SHALL BE A MAXIMUM OF Xs'' LARGER THAN THE BOLT DIAMETER. SPECIAL INSPECTION IS REQUIRED. THREADED RODS INSTALLED USING EPOXY ADHESIVE SHALL CONFORM TO ASTM A307 GRADE C (U.N.O.). WHEN INSTALLING ANCHORS IN EXISTING CONCRETE OR MASONRY, DO t,OT CUT OR DAMAGE EXISTING REINFORCING. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE EXISTING CONDITIONS OR INTEGRITY OF THE EXISTING FOUNDATIO~!S. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SIZE OF THE EXISTING FOOTINGS AND TO NOTIFY THE EOR OF ANY DISCREPANCIES OR PROBLEM AREJI.S PRIOR TO CONSTRUCTION. 18. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ALL UNDERPINNING, CRIBBING, BRACING, AND SHORING REQUIRED. 19. ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE RESOLVED WITH THE ARCHITECT/ DESIGNER. CONCRETE NOTES 1. CONCRETE SHALL CONFORM TO ACI 318-14, CHAPTER 5, AND THE MINIMUM 28-DAY CYLINDER STRENGTH SHALL BE 2500 PSI (U.N.O.). 2. WHERE CONCRETE STRENGTH IS 3000 psi OR GREATER, CYLINDER TESTS ARE REQUIRED PER ACI 318-14 5.6.3.3. CYLINDER TESTS ARE NOT REQUIRED FOR CONCRETE DESIGNED FOR LESS THAN 3000 PSI. 3. ALL CONCRETE TO HAVE MAX WATER-CEMENT RATIO OF 0.50, AND A MAX SHRINKAGE OF 0.05%. 4. PORTLAND CEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C150, TYPE 11. WHERE SULFATES ARE PRESENT USE TYPE V CEMENT. 5. AGGREGATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM C33 FOR NORMAL WEIGHT CONCRETE AND ASTM C330 FOR LIGHTWEIGHT CONCRETE. THE MINIMUM COARSE AGGREGATE SIZE IS 3/8 . 6. ADMIXTURES SHALL BE USED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND APPROVED BY THE ENGINEER OF RECORD. 7. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF "STANDARD SPECIFICATION FOR READY-MIXED CONCRETE" ASTM C94. 8. MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN NON-PRESTRESSED CAST-IN-PLACE CONCRETE SHALL BE AS FOLLOWS (U.N.O.): CAST AGAINST EARTH: 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER: 2" FOR #6 REBAR AND LARGER, 11/, FOR #5 REBAR AND SMALLER NOT EXPOSED TO EARTH OR WEATHER SLABS & WALLS (#11 REBAR & SMALLER) ¾" BEAMS & COLUMNS (TIES, STIRRUPS, SPIRALS) 1½" UNPROTECTED COLUMNS 2½" 9. ALL REINFORCING BARS, ANCHOR BOLTS, SLEEVES, AND OTHER CONCRETE INSERTS ARE TO BE INSTALLED AND SECURED IN POSITION PRIOR TO PLACING CONCRETE. 10. ALL CONCRETE SHALL BE CONSOLIDATED WITH MECHANICAL VIBRATORS. 11. SLEEVES, PIPES, OR CONDUITS SHALL NOT BE PLACED THROUGH CONCRETE, EXCEPT AS SHOWN ON STRUCTURAL DRAWINGS, OR APPROVED BY THE DESIGNER AND ENGINEER OF RECORD. FRAMING NOTES DESIGN CRITERIA solidforms 1. ROOF SHEATHING SHALL BE: 15/32" PLYWOOD, EXPOSURE 1, 32/16 SPAN RATING, USE 8d COMMON NAILS@ 6" O.C. B.N. & E.N. & @ 12" O.C. F.N., BOUNDARY NAILING (8.N.) APPLIES TO • SUPPORTED PLYWOOD EDGES LOCATED AT BEARING WALLS, BEAMS, AND DRAG MEMBERS WEIGHTS ROOF (CONC. TILE. 10psl MAX.) . . eng1neer1ng AS SHOWN PER PLAN. EDGE NAILING (E.N.) APPLIES TO ALL OTHER SUPPORTED EDGES. UNSUPPORTED PLYWOOD EDGES DO NOT REQUIRE BLOCKING UNLESS SPECIFIED PER PLAN. ALL ROOF SHEATHING SHALL EXTEND UNDER CA-FILL AREAS. 2. FLC"JOR SHEATHING SHALL BE: 23/32" PLYWOOD, TONGUE & GROOVE, STURDl-1-FLOOR, EXPOSURE 1, 48/24 SPAN RATING, USE 10d COMMON NAILS@ 6" O.C. B.N. & E.N. &@ 12" O.C. F.N., BOUNDARY NAILING (B.N.) APPLIES TO SUPPORTED PLYWOOD EDGES LOCATED AT BEARING WALLS, BEAMS, AND DRAG MEMBERS AS SHOWN PER PLAN. EDGE NAILING (E.N.) APPLIES TO ALL OTHER SUPPORTED EDGES. UNSUPPORTED PLYWOOD EDGES DO NOT REQUIRE BLOCKING UNLESS SPECIFIED PER PLAN. 3. DIAPHRAGM SHEATHING NAILING OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. 4. ALL BEARING WALL STUDS SHALL BE THE FOLLOWING (U.N.O.); 9'-0" OR LESS USE 2x4 STUDS @ 16" O.C.; 10'-0" OR LESS USE 2x4 #2@ 16" O.C.; 12'-0" OR LESS USE 2x4#2@ 12" O.C.; 18'-0" OR LESS USE 2x6 #2@ 16" O.C.; 22'-0" OR LESS USE 2x6 #2@ 12" O.C .. ALL BEARING WALL STUDS SHALL BE CONTINUOUS BETWEEN BOTTOM I SILL PLATE TO DOUBLE TOP PLATE THAT IS BRACED BY FRAMING PER PLAN. U.N.O. 5. ALL NON-BEARING WALL STUDS SHALL BE THE FOLLOWING (U.N.O.); 12'-0" OR LESS USE 2x4 STUDS@ 16" O.C.; 22'-0" OR LESS USE 2x6 #2@ 16" O.C. 6. EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD; IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOADS, AND THE SPACING OF THE TRUSSES (WHERE OCCURS) 7. DO NOT CUT, NOTCH, DRILL, BORE, SHAVE, TAPER, OR MODIFY ANY WOOD OR MANUFACTURED LUMBER UNLESS SPECIFIED PER PLAN OR WITHIN THE PARAMETERS SET FORTH BY THE MANUFACTURER OF THAT PRODUCT. 8. FRAMING CONNECTORS SPECIFIED ON DRAWINGS SHALL BE AS MANUFACTURED BY "SIMPSON STRONG-TIE" OR AN ENGINEER APPROVED EQUAL. 9. ALL POSTS SHALL HAVE AN 'A34' TO DOUBLE TOP PLATES & TO BTM / SILL PLATE (U.N.O.). WHERE DOUBLE TOP PLATE DOES NOT OCCUR, USE A 'BC' CONNECTION (U.N.O.). WHERE SILL PLATE DOES NOT OCCUR, USE A 'PB' CONNECTION (U.N.O.). 10. ALL BEAM TO DOUBLE TOP PLATE CONNECTIONS SHALL BE 'A34' (U.N.O.). 11. PROVIDE BUILT-UP STUDS TO SUPPORT ALL BEAMS UNLESS POSTS ARE SPECIFIED. BUILT-UP POST TO MATCH BEAM WIDTH. SISTER TOGETHER WITH 16d @16" O.C. 12. PROVIDE DOUBLE JOISTS@ SIDES & ENDS OF ALL OPENINGS (U.N.O.). 13. PROVIDE DOUBLE JOISTS BELOW ALL INTERIOR WALLS 8'-0" OR GREATER IN LENGTH. PROVIDE BLOCKING@ ONE-THIRD OF THE SPAN. 14. ALL DOUBLE JOISTS SHALL SISTER TOGETHER W/ 16d@ 12" O.C. STAGGERED. 15. PROVIDE DOUBLE TRIMMER STUDS UNDER ALL HEADERS THAT ARE 4x12 OR LARGER. SISTER TOGETHER WITH 10d@ 8" O.C. (U.N.O.). 16. DISCONTINUOUS DOUBLE TOP PLATES SHALL BE STRAPPED WITH SIMPSON ST6236 or 2-CS16x32" (U.N.O.). 17. PROVIDE 'LUS' HANGERS FOR SAWN LUMBER (U.N.O.). PROVIDE 'IUS' HANGERS FOR MANUFACTURED JOISTS (U.N.O.) ALL HANGERS SHALL MATCH WIDTH & DEPTH OF MEMBER PER PLAN (U.N.O.). 18. ALL FASTENERS AND CONNECTORS IN PRESERVATIVE TREATED WOOD SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL PER ASTM A 153. IT IS ACCEPTABLE TO USE UNPROTECTED CARBON STEEL FASTENERS AND CONNECTORS IN TREATED WOOD THAT IS PRESERVED WITH BORATE BASED PRESERVATIVE AND LOCATED IN A DRY AND ENCLOS[D ENVIRONMENT SUCH AS IN A WALL CAVITY. 19. ALL BOLT HEADS, NUTS, AND LAG SCREWS SHALL HAVE CUT WASHERS (U.N.O.). WOOD BOLT HOLES SHALL BE DRILLED½,'' to X," LARGER THAN THE BOLT DIAMETER. SOLT HOLES SHALL BE ACCURATELY ALIGNED AND NOT FORCIBLY DRIVEN. 20. LEAD HOLES FOR LAG SCREWS SHALL BE BORED AS FOLLOWS: FOR SHANK: SAME DIAMETER AND LENGTH AS UNTHREADED SHANK, FOR THREADED PORTION: 40% TO 70% OF SHANK DIAMETER & LENGTH EQUAL TO THE THREADED PORTION. 21. THE CONTRACTOR SHALL VERIFY THE EXISTING FRAMING MEMBERS MARKED WITH VERIFY IN FIELD (V.I.F.) AND NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES. IF ANY EXISTING SHEARWALLS OR LET-IN BRACES ARE TO BE REMOVED, THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD PRIOR TO REMOVAL. 22. ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE RESOLVED WITH THE ARCHITECT/DESIGNER. NAILING SCHEDULE CBC 2019 TABLE 2304.10.1 1. JOIST TO SILL OR GIRDER, TOENAIL 2. BLK'G. TO JOIST, TOENAIL EACH END 3. 1 "x6" SUBFLOOR (OR SMALLER) TO EACH JOIST, FACE NAIL 4. WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST, FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND & FACE NAIL 6. SOLE PLATE TO JOIST OR BLK'G., TYPICAL FACE NAIL SOLE PLATE TO JOIST OR BLK'G.@ BRACED WALL PANELS 7. TOP PLATE TO STUD, END NAIL (3) 8d (2) 8d (2) 8d (3) 8d (2) 16d 16d@16"O.C. (3) 16d@16"O.C. (2) 16d 8. STUD TO SOLE PLATE, TOENAIL (4) 8d, OR END NAIL (2) 16d 9. DOUBLE STUDS, FACE NAIL 10. DOUBLE TOP PLATES, TYP. FACE NAIL DOUBLE TOP PLATES, LAP SPLICE 11. BLK'G. BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 12. RIM JOIST TO TOP PLATE, TOENAIL 13. TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL 14. CONTINUOUS HEADER, TWO PIECES 15. CEILING JOISTS TO PLATE, TOENAIL 16. CONTINUOUS HEADER TO STUD, TOENAIL 17. CEILING JOISTS, LAPS OVER PARTiTIONS, FACE NAIL 18. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 19. RAFTER TO PLATE, TOENAIL 20. 1" BRACE TO EACH STUD & PLATE, FACE NAIL 21. 1"x8" SHEATHING (OR SMALLER) TO EACH BEARING, FACE NAIL 22. WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL 16d@24"O.C. 16d@16"O.C. (16) 16d (3) Sd 8d@6"O.C. (2) 16d 16d@16"O.C. T&B (3) 8d (4) 8d (3) 16d (3) 16d (3) 8d (2) 8d (3) 8d (3) 8d 23. BUil T-UP CORNER STUDS 24. BUILT-UP GIRDERS & BEAMS 25. 2" PLANKS TO EACH BEARING 16d@24"O.C. 20d@ 32"O.C. @ T&B STAGGERED (2) 16d 26. COLLAR TIE TO RAFTER, FACENAIL (3) 1 0d 27. JACK RAFTER TO HIP, TOENAIL (3) 10d, OR FACENAIL (2) 16d 28. ROOF RAFTER TO 2-BY RIDGE BEAM, TOENAIL (2) 16d, OR FACENAIL (2) 16d 29. JOIST TO BAND JOIST, FACENAIL (3) 16d DEAD LOAD: 20psf LIVE LOAD: 20psf TOTAL LOAD: 40psf EXTERIOR WALL 16psf 858-376-7734 evan@solidformseng.com solidformseng.com INTERIOR WALL ?psi • SEISMIC DESIGN (ASCE 7-16 SEC. 12.8 & SUPPLEMENT 2) RISK CATEGORY: 11 SEIS. DESIGN CATEGORY: D • WIND DESIGN LATITUDE: 33.0972639 LONGITUDE: -117.2972322 SITE CLASS: D Ss-1.079 S1 = 0.388 sos= 0.863 SD1 = 0.49457067 lseis. = 1 R= 6.5 (ASCE 7-16 -ENVELOPE PROCDEDURE METHOD 2) RISK CATEGORY: II BASIC WIND SPEED (MPH): 110 EXPOSURE CATAGORY: B TOPOGRAPHIC Kzt = 1 MEAN ROOF HT (FT.)= 11.70833 lwind = 1 • SOIL DESIGN PROPERTIES (PER GEOTECHNICAL REPORT FINDING) ALLOWABLE BEARING PRESSURE= 2000 LATERAL BEARING PRESSURE= 300 COEFFICIENT OF FRICTION -0.35 GEOTECHNICAL REPORT BY: East County Soils Consulting PROJECT#: 21-112787 DATE : December 19th, 2021 GENERAL NOTES job#: date: 1. ALL ENGINEERING, DRAWINGS, AND CONSTRUCTION OF THE PROJECT, INCLUDING MATERIAL AND WORKMANSHIP, SHALL CONFORM TO THE 2019 CALIFORNIA BUILDING CODE (2019 CBC) WITH THE GOVERNING JURISDICTIONS AMENDMENTS. 2. ALL ASTM STANDARDS SHALL BE PER THE LATEST ISSUE OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS. 3. THE CONTRACTOR SHALL CONFORM TO ALL APPLICABLE BUILDING CODES, GOVERNING JURISDICTIONS, AND COMPLY WITH ALL APPLICABLE FEDERAL AND LOCAL SAFETY REQUIREMENTS. 4. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER OF RECORD FREE AND HARMLESS FROM ALL CLAIMS, DEMANDS AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER OF RECORD (E.O.R.). 5. THE CONTRACTOR SHALL REFER ONLY TO THE MOST CURRENT/ PERMITTED SET OF DRAWINGS DURING CONSTRUCTION. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. IF THERE ARE ANY DISCREPANCIES AND/OR CONDITIONS NEEDING CLARIFICATION, THE CONTRACTOR SHALL NOTIFY THE DESIGNER & E.O.R. PRIOR TO STARTING CONSTRUCTION. 7. DO NOT SCALE OFF OF STRUCTURAL PLANS FOR WORKING DIMENSIONS. ALL DIMENSIONS SHALL BE COORDINATED WITH THE DESIGNERS DRAWINGS AND SPECIFICATIONS. 8. iF DISCREPANCIES ARISE IN THE STRUCTURAL PLANS, SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. 9. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. IF CLARIFICATION IS NEEDED, CONTRACTOR SHALL NOTIFY E.O.R. PRIOR TO CONSTRUCTION. 10. OPENINGS, POCKETS, PIPES, SLEEVES, CHASES, BLOCK-OUTS, ETC., SHALL NOT BE PLACED IN ANY STRUCTURAL ELEMENT, INCLUDING SLABS, BEAMS, WALLS, GIRDERS, COLUMNS, FOOTINGS, ETC., NOR SHALL ANY STRUCTURAL ELEMENTS BE CUT FOR SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL PLANS. 11. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE DESIGNER & E.O.R. PRIOR TO ANY SUBSTITUTIONS AND/ OR REVISIONS TO THE PROJECT. ANY SUBSTITUTIONS AND/ OR REVISIONS MAY REQUIRE ADDITIONAL FEE'S, REVISED STRUCTURAL CALCULATIONS & PLANS, AND RE-SUBMITTAL TO THE GOVERNING JURISDICTION. WOOD NOTES 1. ALL SAWN LUMBER SHALL BE DOUGLAS FIR-LARCH (U.N.O.) WITH A GRADE MARKED BY AN INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20 OR EQUIVALENT. 2. ALL SAWN LUMBER SHALL BE GRADE #2 (U.N.O.), POSTS/COLUMNS SHALL BE GRADE #1 (U.N.O.) 3. MANUFACTURED LUMBER SPECIFIED PER PLAN SHALL BE MANUFACTURED BY WEYERHAEUSER OR AN ENGINEER APPROVED EQUIVALENT. THE MODULUS OF ELASTICITY FOR PARALLAM (PSL) =2.0E, MICROLLAM (LVL) = 2.0E, AND TIMBERSTRAND (LSL) = 1.55E. THE CONTRACTOR MAY SUBSTITUTE MANUFACTURED LUMBER SPECIFIED PER PLAN AS SHOWN BELOW: WEYERHAEUSER BOISE CASCADE ROSEBERG LP CORP. (ESR 1153, 1387) (ESR 1336, 1040) (ESR 1251, 1210) (ESR 1305, 2403) TJl230 = SCI 6500 1.8 RFPI 40 = LPI 530 TJl360 = SCI 60 2.0 RFPI 70 = LPI 36 TJl560 = SCI 90 2.0 RFPI 90 = LPI 56 PSL, PARALLAM 2.0E = VERSA-LAM 2.0 3100 RIGIDLAM 2.0E LVL =2.0E LPLVL LVL, MICROLLAM 2.0E = VERSA-LAM 2.0 2800 RIGIDLAM 2.0E LVL = 2.0E LP LVL LSL, TIMBERSTRAND1.55E = VERSA-LAM 1.7 2400 RIGIDLAM 1.8E LVL = 1.55E LP LVL w 0 z w 21-299 01-05-2022 Oa C\J a, <C 0 0 <C Cl) g:J _J 0: <C w a: z <C I () z _J 0: w (/) z <C (.') 0: w :::-a; 12. CONDUIT SHALL NOT BE PLACED IN ANY CONCRETE SLAB LESS THAN 3 1/, INCHES THICK. IF 30. LEDGER STRIP, FACENAIL (3) 16d CONDUIT IS PLACED IN CONCRETE SLAB, ITS OUTSIDE DIAMETER SHALL NOT BE GREATER THAN 1/3 OF THE SLAB THICKNESS. THE MINIMUM CLEAR DISTANCE BETWEEN CONDUITS SHALL BE 3 INCHES. 13. ALL VERTICAL SURFACES OF CONCRETE ABOVE FINISHED GRADE SHALL BE FORMED. 14. REFERENCE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR CAST-IN-PLACE CONCRETE. 31. WOOD STRUCTURAL PANELS (SEE FRAMING NOTES & SHEARWALL SCHEDULE) 32. PANEL SIDING (TO FRAMING): 1/2" OR LESS USE 6d, 5/8" USE 8d 33. FIBERBOARD SHEATHING: 1/2" USE 6d, 25/32" USE 8d 34. INTERIOR PANELING, CASING: 1/4" USE 4d, 318" USE 6d NOTES: A. ALL NAILS LISTED ABOVE TO BE COMMONS. B. WHENEVER POSSIBLE FACE NAILS SHALL BE USED INSTEAD OF TOENAILS. C. DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING CONNECTORS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. D. ALL CONNECTIONS LISTED ABOVE ARE MINIMUM REQUIREMENTS U.N.O. 4. A CERTIFICATE OF CONFORMANCE IS REQUIRED PRIOR TO FRAMING INSPECTION FOR ALL PARALLEL STRANDED LUMBER. 5. GLUE LAMINATED TIMBERS (GLU-LAM) SHALL BE FABRICATED IN ACCORDANCE WITH AITC A190.1, USING DOUGLAS FIR INDUSTRIAL GRADE WOOD AND EXTERIOR GLUE WITH INTENDED DRY USE CONDITION AND SHALL BE 24F-V4 (U.N.O). EACH GLU-LAM SHALL BE GRADE MARKED AND A CERTIFICATE OF CONFORMANCE MUST BE PROVIDED THAT INDICATES CONFORMANCE WITH ANSI/AITC A 190.1. 6. WOOD AT TIME OF PLACEMENT & BEFORE IT IS ENCLOSED IN CONSTRUCTION SHALL NOT EXCEED 19% MOISTURE CONTENT. 7. ALL WOOD SHALL CONFORM TO THE 2019 CBC, CHAPTER 23. 8. PLYWOOD SHALL CONFORM TO THE 2019 CBC, SECTION 2306, AND SHALL BE APA RATED, EXPOSURE 1. EACH PANEL SHALL BE GRADE MARKED FOR SIZE, SPAN AND GLUE TYPE. 9. SHEARWALL NAILING SHALL CONFORM TO ANSI/AF&PA SDPWS-2015 TABLE4.3A. ROOF AND FLOOR SHEATHING NAILING SHALL CONFORM TO ANSIIAF&PA SDPWS-2015 TABLE 4.2C STRUCTURAL GENERAL N O T E S Sl 0 ':_J]: V'; LU cc: C:. ... >< LU L:... C, (..') CJ z C: cc X w -;:'.: 0 Ci z < z: 0 2 :?: 0 i-.W Cl _! 0 Ci g • • .. .. .., .. 10 0 • .. 0 • t- 11 11 ' i ' I ' I II C? 'I !i ii ' ' ·1 0 ' ' ! • I ci"' T04 (3) u Ill . 04F(2) Cl ro4 -1(3 "' "' ~ ., I 0 0 ~ 0 I-I-' I-.. I .. -· [¾. 1: • v, y I !/.: .. ' / ~ l / .. I~ / 1, I~,~ ' / I I / I . ' I / ' I I 113 HUS " ' '-I / T03E LU I~ Uh"" ·~ < " " --~ I ·--<( I;( ~ ~ .. ' ,, 1~---~ ' T03A i /V 11 ' ' I IV ! ' "' / I " • I/ / I i ! ['.._ I ' I ~ ' / / I ~L ~ ~ ' ' ' " / "/ A ' c ' "' • ,/ ' I ' I I" ~ # ' 1'. w ['.._ I • # 't-' 0 • lff t- i # ~ l.f ' 01 I,; '\ " p I II/ I"\.. ' ' I/ ol 01 1~1V ' .. / Ii I"-. a 14-03-00 MiSSiON,,-O,..,'CRU5S 12538 VJGJL.ANT.E RO. LAKESIDE, CA 92040 Ph. 619--373---0440 Fax 86S--612-8884 MlSSIONTRUSS.COM ' ' ! ' ij 7\ I --' • N 0 • N I I l ' ' 2-p~-ob ' ' ' ' ' 'I .., i "' 0 I-~I 10 'I 0 • t-0 ' • I .., .. "' .. "' Cl I' .. 0 1, 0 ~ j~ CON ~G FRAM t~ ' I~~ ' I I ! 0 0 • N 0 • ., 1 A35/L TP4 @48"o.c. 2 A35/LTP4 @48"o.c. 3 A35/LTP4 @24"0,C, 4 A35/LTP4 @48"o.c. 5 A35/LTP4 @48"o.c. 6 A35/LTP4 @48"o.c. A B C ~ -~ -CL 0 CL o f-_o f-_o ~* s,::! co ITT~ ;2@ ;;, @ (/) (/) :J a: >- ('.l• <( .e a: 0 oiil a: ';; 0" (/) .. (/) a; -Q o- (/)~ 0 CL z-wz '" w -' rl] <( ('.l 0 "' @ ;i," ~ ~-I'. .-," 10 ~ 2 " ,& *<7 0, ~ S3 ~i#2 O:· ~I \l: i -st-X -st \l:la:: -st·o ~[I '. I NI ... 0 -X -st ~J 2 2 (/) w (/) (/) :J a: >- ll S4"· GIRDER DRAG TRUSS B. . 4x6 #2 HDif-j • '~<_ ·' ' /y ALIGN ST\J.B JJRAGilBUSS . -. B.N. PLY {DRAG ="'2000 lbs) (3 POINT BEARING) /J '2. ,2. f--!1~4'-+~-'N"+:1-:'~,t,, -f- 84 ~ ~ . ... -. ···-· I TRUSSES 24"0.C. (3 POINT BEARING) j. _. _HIP TERM. TRUSS . (3 PO!NT BEARING) 7 S3 D ~ 0 CL -f-_o i~ ;;, @ a: 0 (/) (/) 0 (/) ~ -CL o f-_o ~-CL o f-_o ~ co ITT~ -s::! 0:, ITT~ ;;, @ ;;, @ ~ -CL 0 f-_o -2 co co~ ;;, @ I (/). S!ll a:- >--1 ('.le CSi6~32" " +.,. l CS16x32" ,§-:? • 4x4 'BC" 2 2x K.P. I H ~ . CL 0 f-_o ~~ :, @ 7 S3 8 S3 G)--- ®-- ©---- ©- ®-- ®-- A B 2 7 A35/L TP4 @48"o.c. IRDER D RAG TRUSS ""' 7.>J B0.N.PLn□ RAG= 1500 lbS)-. '2 2x6 (j)--- 8 A35/LTP4 @48"o.c. 9 A35/LTP4 @48"o.c. 7 S3 2 / / / / / / / / / / / 'tilRDER DRAG TRUSS B.N. PLY {DRAG :1500 lbs) 2 4x4 #;.,2,--c=:=f-;4;;;x4 #2 SHEARWALL SCHEDULE -SDPWS-2015 TABLE 4.3A MATERIAL & NAILING SILL PLATE SIZE & BOTTOM PLATE & CONNECTION TYPE DESCRIPTION ANCHOR BOLT SPACING NAILING SCREWS/LAGS {SEE NOTES 1, 2) (SEE NOTES 3, 4, 5) {SEE NOTE 6,7) (SEE NOTE 7} 2x P.T. SILLW/ 2x PLATE W/ 2x PLATE W/ 0 ¾" STRUCT I PLY. W/ ½"0 A.B. @ 36"o.c. or 'SDS' ¼"0 x 4½" 8d@ 6"o.c. E.N./12"o.c. F.N. %"0 A.B. @ 48"o.c. 16d@6"o.c. @ 16"0.c. ;·;;'";:i:'; 2x P.T. SILLW/ 2x PLATE WI 2x PLATE W/ @ ¾" STRUCT I PLY. W/ ½"0 A.B. @ 24"o.c. or 'SDS' ¼"0 x 4½" 8d@ 4"o.c. E.N.!12"o.c. F.N. %"0 A.B.@ 36"o.c . 16d@4"o.c. @ 12"o.c. • '.i~-';:-g·- ¾" STRUCT I PLY. W/ 2x P.T. SILL W/ 2x PLATE W/ 2x PLATE WI 0 8d @3"o.c. E.N./12"o.c. F.N. ½"0 A.B. @ 16"o.c. or 16d@3"o.c. 'SOS' ¼"0 x 4½" ·;;.iQct; (SEENOTE9) %"0 A.B. @ 24"o.c. @8"o.c. ¾" STRUCT I PLY. W/ 2x P.T. SILL W/ 2x PLATE W/ @ 8d @2"o.c. E.N./12"o.c. F.N. ½"0 A.B.@ 12"o.c. or N/A 'SOS' ¼"0 x 4½" ---(SEE NOTES} %"0A.B.@18"o.c. @6"o.c. • C •"~" ½" STRUCT I PLY. WI 3x P.T. SILL WI 3x PLATE W/ © 10d@2"o.c. E.N./12"o.c. F.N. ½"0 A.B. @ 12"o.c. or NIA 'SDS' ¼"0 x 6" @ 4"o.c. .. a.<':;~ .. (SEE NOTE 9) %"0 A.B. @ 18"0.c. INTO 4x BLK'G / RIM USE A35 or LTP4 PER PLAN FOR ALL SHEAR TRANSFER@ RIM JOIST/BLK'G (SEE NoTEaJ •o WHEN AN ASTERISK* ACCOMPANIES THE SHEARWALL SYMBOL, SHEATHING IS TO BE CONTINUOUS THROUGH ADJACENT WALL FRAMING. I -' -. ®-- 2 ®- ROOF FRAMING PLAN SCALE: ¼"=1 '-0" SHEARWALL SCHEDULE NOTES: 1. SHEAR PANELS SHALL BE APPLIED DIRECTLY TO STUD FRAMING. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. PLYWOOD PANEL EDGES SHALL BE BLOCKED W/ 2x BLOCKING MIN. SHEARWALLS MORE THAN ONE VERTICAL PANEL IN HEIGHT SHALL HAVE EITHER VERTICAL OR HORIZONTAL STAGGERED SPLICED JOINTS. STUCCO AND/OR EXTERIOR VENEER OVER A PLYWOOD SHEARWALL SHALL BE WATERPROOFED W/ A MIN. OF (2) LAYERS OF #15LB. FELT PAPER. 2. PROVIDE¾" MIN. EDGE DISTANCE FOR ALL PLYWOOD EDGE NAILING. ONLY COMMON OR GALVANIZED (HOT DIPPED OR TUMBLED) BOX NAILS ARE TO BE USED FOR ALL PLYWOOD SHEATHING ATTACHMENT. NAIL GUNS USING "CLIPPED HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABLE. 3. USE DOUG. FIR #2 PRESSURE TREATED SILL PLATES. ALL FASTENERS & CONNECTORS IN PRESSURE TREATED SILL PLATES SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL PER ASTM A 153. ANCHOR BOLTS MAY HAVE A MECHANICALLY DEPOSITED ZINC COATING W/ WEIGHTS PER ASTM B 695, CLASS 55. NORMAL UNPROTECTED CARBON STEEL FASTENERS ARE ONLY ACCEPTABLE WHEN INSTALLED IN WOOD PRESERVED W/ BORATE BASED PRESERVATIVE & WHEN TREATED WOOD IS LOCATED IN A DRY & ENCLOSED ENVIRONMENT LIKE A WALL CAVITY. 4. ANCHOR BOLTS MUST BE EMBEDDED 7" MIN. INTO NEW CONCRETE. WHERE SHEARWALLS ARE TO BE ATTACHED TO EXISTING FOOTINGS. EPOXY ¾"0 THREADED ROD ANCHORS WITH 5" MIN. EMBEDMENT USING SIMPSON 'SET-XP' HIGH STRENGTH ADHESIVE (ESR-2508) or ¾"0x6" LONG SIMPSON TITEN HD' ANCHORS (ESR-2713) AT THE SPACING INDICATED IN THE SHEARWALL SCHEDULE ABOVE. ALL RETROFIT ANCHOR BOLTS REQUIRE SPECIAL INSPECTION. ALL BOLT HOLES IN WOOD TO BE DRILLED ½i' MIN. TO Y,6" MAX. OVERSIZED. 5. ALL ANCHOR BOLTS FOR SHEARWALLS SHALL INCLUDE STEEL PLATE WASHERS. A MIN. OF 3" x 3" x 0.229" (3 GAGE or¼" THK.) IN SIZE. BETWEEN THE SILL PLATE & NUT. THE HOLE IN THE PL. WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED W/ A WIDTH OF UP TO 3/,," LARGER THAN THE BOLT DIAMETER & A SLOT LENGTH NOT TO EXCEED 1¾ , PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PL. WASHER & THE NUT. THE PLATE WASHER SHALL NOT EXTEND GREATER THAN½ FROM THE EDGE OF THE BOTTOM PL. ON THE SHEATHED SIDE. 6. ONLY COMMON NAILS ARE TO BE USED FOR ALL BOTTOM PLATE ATTACHMENT. NAIL GUNS USING "CLIPPED HEAD" OR "SINKER" NAILS ARE NOT ACCEPTABLE. 7. FOR BOT. PL. OR FLOOR PLY. THICKER THAN 1½" OR¾" RESPECTIVELY; USE 6" LONG 'SDS' SCREWS (ESR-2236). 8. CONNECTORS SPECIFIED PER PLAN APPLIES TO THE ENTIRE LENGTH OF GRID LINE/ WALL AND/ OR BEAM WHERE OCCURS. WHEN 'LTP4' IS INSTALLED OVER PLYWOOD, USE Sd COMMON NAILS. 9. ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE 3-INCH NOMINAL OR THICKER. ALL EDGE NAILING SHALL BE STAGGERED. 1!12'-9" 2 C Ji :ic:·: . ''jk !,--- !I ;j SLAB ON GRADE PER FOUNDATION NOTE #2 ON SHEET S1 2 D H 4 S3 $s-O' 2 __ . j7"°7'.S~••"°"'."7y7,!,.• iii." ;,;;f:;"":·;i,,F::ST'"'.;,1T7)fy"77!Z:-l!!fi, 01 ·1 ·c, 0/l"'C\@1-h, ;' 2 S3 2 r! ~ r-!'.• '!! ~); ~:: ~!! !II!' I 2 2x6 _.J";! S3 FOUNDATiON PLAN SCALE: ¼"=1'-0" HOLDOWN SCHEDULE SYMBOL POST HOLDOWN AHCHOR BOLT RETROFIT ANCHOR BOLT (SEE NOTE 4,5) (SEE NOTE 1, 2,7) (SEE NOTE 3.7) (SEE NOTE 6} [l] DBL STUDS HDU2 SB¾ or SSTB20 ¾"0 ALL THREAD (12½" EMB) m DBL STUDS HDU4 SB¾ ¾"0 ALL THREAD (12½" EMB) @ [II 4x4#1 HDU5 SB¾ NIA m 4x6 #1 HDQS SB½ NIA NOTES: 1. REFER TO SIMPSON CATALOG FOR PROPER INSTALLATION PROCEDURES. HOLDOWN CONNECTORS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHER. AND HOLDOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. HOLDOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 2. USE APPROPRIATE SIMPSON 'CNW COUPLER & ASTM F1554, GRADE 36 THREADED ROD AS REQUIRED FOR RAISED WOOD FLOOR HOLDOWN APPLICATION. PROVIDE 4x BLK'G or MATCH POST SIZE UNDER HOLDOWN POST. 3. INCREASE FOUNDATION DEPTH FOR ENTIRE SHEARWALL LENGTH & EXTEND 12" BEYOND HOLDOWN ANCHOR BOLT AS NECESSARY TO ACCOMMODATE THE REQUIRED CONCRETE EMBEDMENT PLUS 3" (MIN.) COVER PER TYP. HD. PLACEMENT DETAIL. 4. USE 10d NAILS @6" O.C. STAGGERED ALONG ENTIRE LENGTH OF DBL STUDS (U.N.O.) 5. WHERE SPECIFIED, USE POST SIZE CALLED OUT ON PLANS. 6. RETROFIT ANCHOR BOLTS SHALL USE SIMPSON 'SET-XP' HIGH STRENGTH ADHESIVE (ESR-2508) INSTALLED WITH SPECIAL INSPECTION. 7. 'HDU' & 'HDQ' HOLDOWNS PER ESR-2330. 'SB' ANCHOR BOLT PER ESR-2611. NOTES: 1.(5\ SEE DETAIL FOR TYPICAL ~ TOP PLATE SPLICE 2.@SEE DETAIL FOR TYPICAL ~ NON-BEARING WALL CONN. 3. A35 or LTP4 CONNECTORS APPLIES TO THE ENTIRE LENGTH OF GRID LINE/ WALL AND/ OR BEAM WHERE OCCURS, REFER TO GRID LINE CALL-OUT FOR REQUIRED SPACING. WHEN 'LTP4' IS INSTALLED OVER PLYWOOD. USE Sd COMMON NAILS 4. SEE SHEET S1 FOR STRUCTURAL GENERAL NOTES. SEE SHEET S2 FOR SHEARWALL & HOLDOWN SCHEDULES. SEE SHEET SS1 FOR STANDARD STRUCTURAL DETAILS. solidforms en g 1 neer1ng 858-376-7734 evan@solidformseng.com solidformseng.com job#: date: w 0 z w 21-299 09-03-2021 o;; N cr, <( u 0- <( (/) ffi ....J a: <( w u z ....J a: a: lli z <( I z <( CJ a: w :;;; FOUNDATION & R O O F FRAMING P L A N SCALE=l/4"=1'-0" S2 d :z u (f! 2 a.: 0 U- UJ z () X 0... cc G 0 z :.J... Ul f.:... 0 a:: '.J._ er UJ -' 0 a z < t::: (f) C z C :z cc w LU z a z ROOF SHEATHING PER PLAN BRACING PER TRUSS MFG. TRUSSES PER PLAN DBL TOP PLATES 2xSTUDS PER PLAN (U.N.O.) B.N. DRAG TRUSS WI 'A35/L TP4' PER PLAN E.N. SHEAR PANEL PER PLAN _S_H_EA_R_T_R_A_N_S_FE_R _____ @) ( 2x BLK'G WI 16d PER PLAN DBL TOP PLATES 2x STUDS PER ~---1- PLAN (U.N.O.) ROOF SHEATHING PER PLAN TRUSSES PER PLAN _S_H_EA_R_T_RA_N_S_F_E_R_D_E_T_A_I L __ @ PLATES 2xSTUDS PER PLAN 2x BTM PLATE W/ 16d PER PLAN DBL TOP PLATES 2x STUDS PER PLAN (U.N.O.) 0 ENTIRE WALL ROOF SHEATHING PER PLAN B.N. 2x BLK'G W/ A35/LTP4@ 48"O.C. ROOF RAFTERS PER PLAN E.N. SHEAR PANEL PER PLAN (EITHER SIDE) _S_H_EA_R_T_R_A_N_S_F_E_R ____ @ NOTE: THIS DETAIL IS FOR SHEAR TRANSFER ONLY. FOR EAVE DETAIL. SEE ARCHITECTURAL PLANS. TRUSSES PER PLAN BEAM PER PLAN ROOF SHEATHING PER PLAN B.N. 2x BLK'G W/ 'A35/LTP4' PER PLAN _S_H_EA_R_T_RA_N_S_F_E_R_D_E_T_A_IL __ @ CAL FILL FRAMING r ROOF SHEATHING PER PLAN TRUSSES PER PLAN B.N. 2x BLOCKING W/ 16d@ 8" O.C. (STAGGERED) DBL TOP PLATES 2x STUDS PER PLAN (U.N.O.) B.N. GIRDER DRAG TRUSS PER PLAN 'LTP4' PER PLAN TRUSSES PER PLAN _S_H_EA_R_T_RA_N_S_F_E_R ____ @ CAL FILL FRAMING rROOF SHEATHING I PER PLAN TRUSSES PER PLAN B.N. 2x BLOCKING W/ 16d@8" O.C. (STAGGERED) I B.N. DRAG TRUSS PER PLAN TRUSSES PER PLAN _S_H_EA_R_T_R_A_N_S_F_E_R ____ @) NOTE: THIS DETAIL IS FOR SHEAR TRANSFER ONLY. FOR EAVE DETAIL, SEE ARCHITECTURAL PLANS. TRUSSES PER PLAN DBL TOP PLATES 2xSTUDS PER PLAN (U.N.O.) ROOF SHEATHING PER PLAN B.N. 2x BLK'G W/ 'A35/LTP4' PER PLAN SHEAR PANEL PER PLAN SHEAR TRANSFER DETAIL r-j\ ______ \.!...J THIS DETAIL IS FOR SHEAR TRANSFER ONLY. SEE ARCHITECTURAL PLANS FOR EAVE DETAIL. ~ ROOF SHEATHING ~ PER PLAN _ __. B.N. R/J & C/J PER PLAN LAP W/ (5) 16d NAILS DBL TOP PLATES 2x STUDS PER~----1 PLAN (U.N.O.) 2x BLK'G W/ 'A35/LTP4' PER PLAN E.N. SHEAR PANEL PER PLAN SHEAR TRANSFER DETAIL @ ------ THIS DETAIL IS FOR SHEAR TRANSFER ONLY. SEE ARCHITECTURAL PLANS FOR EAVE DETAIL. ROOF SHEATHING-\ B.N. PER PLAN \ TRUSSES PER PLAN DBL TOP PLATES 2xSTUDS PER PLAN (U.N.O.) I ---tE ARCHITECTURAL PLANS FOR EAVE DETAIL. DBL TOP CHORD PER TRUSS MFG. GABLE END DRAG TRUSS PER PLAN W/ 'A35/L TP4' PER PLAN E.N. SHEAR PANEL PER PLAN SHEAR TRANSFER DETAIL ® ------ STUDS PER PLAN SILL PLATE & A.B. PER PLAN SLAB PER PLAN 1 '-0" SHEARWALL PER PLAN E.N. (2) #4 REBAR TOP& BTM. _c_o_N_TI_N_U_O_U_S_F_O_O_T_IN_G ___ 0 SHEAR PANEL - PER PLAN E.N. PERFORATED DRAIN & BACKFILL PER MASONRY NOTES AT SHEET S1 WATER PROOFING PER ARCH DWG'S V 1'-3" MIN. 2x STUDS@ 16"O.C. 2x P.T. SILL PLATE W/ A.B. PER PLAN #5 REBAR @ TOP 6" THK. CONG. STEM W/ #4 VERT. & HORIZ. REBAR @ 16"O.C., HOOK VERT. REBAR INTO BTM OF FTG. (30" MIN LAP) SLAB PER PLAN Z; (2) #4 REBAR ~ ! TOP & BOTTOM "I i ;... CONTINUOUS FOOTING r-j\ ______ v STUDS PER PLAN SILL PLATE & A.B. PER PLAN SLAB PER PLAN V SHEARWALL PER PLAN E.N. GRADE PER PLAN (2) #5 REBAR TOP &BTM. CONTINUOUS FOOTiNG '2' ------~ SLAB PER PLAN ~,__~ I 1 ·-0" (2) #4 REBAR TOP&BTM. CONTINUOUS FOOTING r3" ------~ solidforms . . eng1neer1ng 858-376-7734 evan@solidformseng.com solidformseng.com job#: date: w 0 z w 21-299 01-05-2022 Oa N 0) <( 0 0 <( (/) ffi -' C( <( w 0 z -' C( (( ~ z <( :r: z <( (.') C( l1J ~ STRUCTURAL DETAILS S3 X 0 LL >-z <( z s.u z 0:: UJ ~!} LLl > cc: U..i ._,; LlJ a:: >~ C z w LU z G' z ~ cc 0 LL 0 ----~-~------------- ROOF FRAMING MEMBERS PER PLAN 2x8 PLATE W/ (2) 16d @ EACH SUPPORT 2x6 @ 24" 0.C. CA FILL FRAMING. PROVIDE INTERMEDIATE SUPPORT@ 6'-0" O.C. MAX. USE 2x4 VERTICAL BRACING TO 2x4 PLATE($) BELOW AS REQUIRED. _TY_P_I_C_A_L _C_A-_F_IL_L_F_R_A_M_IN_G __ @ NOTE: PANEL JOINTS PARALLEL TO FRAMING SHALL BE STAGGERED. NAILING SHALL BE DRIVEN SO THAT THEIR HEAD/CROWN IS FLUSH WITHE SHEATHING SURFACE. PANEL EDGE NAILING (E.N.) PER PLAN UNSUPPORTED PANEL EDGE (WHERE BLK'G IS SPECIFIED E.N. PLY) FIELD NAIL (F.N.) EACH FRAMING MEMBER@ 12"0.C. MIN. JOIST PER PLAN PANEL EDGE NAILING (E.N.) PER PLAN JOIST PER PLAN UNSUPPORTED PANEL EDGE (WHERE BLK'G IS SPECIFIED, E.N. PLY) BOUNDARY NAILING (B.N.) PER PLAN. LOCATED AT BEARING WALLS, BEAMS, & DRAG MEMBERS AS SHOWN PER PLAN ROOF/ FLOOR SHEATHING @o --------DBL TOP PLATES ~ s CRIPPLE STUD IF REQUIRED STUDS PER PLA (5) 16d FACE N EACH SIDE TO N_,,/ 2x KING STUD (U.N.O.) AIL HDR / 10d -----... 2xTRIMMERW @ 16"0.C. (U.N .0.) s ow CRIPPLE STUD (WHERE WIND OCCURS) .,.. -- -v_ J --------------- ' I ~ - L HEADER PER PLAN WHERE OCCURS \ 2x WINDOW SILL - t-- : --- I SILL/ BOTTOM PLATE PER PLAN TYP. WALL FRAMING !fi" -------~ z "S ll. a: UJ ll. ~ (!) w I UJ s ll. BEAM PER PLAN BEAM PEP PLAN 'ECCQ' or 'CCQ' PER PLAN \ ✓ 'A34' MIN. U.N.O. ---,--,---,.-..,,_....,.,....,.....,.-....,.....,...--- ~ DBL TOP PLATES POST PER PLAN W/ 'A34' TOP & BTM (U.N.O.) PROVIDE (2) CS16x32" or (2) MSTA30 or ST6236 STRAPS (U.N.0.) BREAK DBL TOP PLATES CONT. POST THROUGH DBL TOP PLATES REQ'D TYPICAL 'A34' CONNECTION TYPICAL 'ECCQ/CCQ' CONNECTION TYP. POST & BEAM CONN. @ LENGTH PER PLAN (USE 8d NAILS @ ROOF, 1 Od NAILS@ FLOOR) NAIL 4¾"o.c. MAX. STAGGERED ABOVE BLOCKING CS16 COIL STRAP --~ SHEATHING PER PLAN X I '. I It, "' ',, :111\ ,11,~ 1 II 1 ~xt; ~~ FRAMING PER PLAN I 2x BLK'G UNDER STRAP .......J ALTERNATE CONNECTION LENGTH PER PLAN 1'-0"W/(11 NAILS MIN. BEAM PER PLAN B.N. PLY (USE 8d NAILS@ ROOF, 10d NAILS@ FLOOR) NAIL 4¾"o.c. MAX. STAGGERED ABOVE BLOCKING CS16 COIL STRAP --- SHEATHING PER PLAN X Ir: I \ ! II 1, : II u\~ I FRAMING PER~~LAN _JI 2x BLK'G UNDER STRAP STUD WALL PER PLAN ~~- 1'-0" WI 11 NAILS MIN. _C_S_16_D_R_A_G_S_T_R_A_P ____ @ ' ' ' I ' ' 4'-0" MIN. LAP@ TOP PLATE SPLICE (ATTACH W/ (16) 16d NAILS) II I II II ' ' II I II II D I ' I " I I I II I • I ·1DBL TOP II I \_ PLATE STUDS PER PLAN I NOTE: PROVIDE ST6236 or (2) CS16x32" or (2) MSTA30 STRAP($) ACROSS DISCONTINUOUS TOP PLATES. WHERE SPECIFIED, USE STRAP CALLED OUT PER PLAN. TYPICAL TOP PLATE SPLICE @ ------r FRAMING MEMBER(S)7 1 2x4 BLK'G ® 24"0.C. W/ (2) 16d FACE PER PLAN NAILS EACH SIDE J----;+-----<J ...---t-,---=~ ½" CLR MIN. DBL TOP PLATES WI SIMPSON 'STC' CLIP @ EACH FRAMING MEMBER STUDS PER PLAN-~ 2x PLATE PER PLAN W/~ CONNECTION PER '-----.._ NAILING SCHED. OR ----'4"'-- FOUNDATION NOTE 11. PERPENDICULAR FRAMING PARALLEL FRAMING 'i: f--ll. UJ e. C w TYP. NON-BEARING WALL ® N U3 L (LENGTH/SPAN OF MEMBER) U3 NOTCHES NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN 'i: f-- [L r,'f-D/6 r ~ -t D/6 V--f 2 MIN. I ~+-----------+-------; 1,1, ~- NOTCHES IN THE TOP OR BTM SHALL NOT EXCEED½ THE JOIST I, DEPTH & SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN e---HOLES BORED IN JOIST SHALL NOT BE WITHIN 2" OF THE TOP OR BTM, THE DIAMETER SHALL NOT EXCEED½ THE JOIST DEPTH NOTCHES AT END OF JOIST, TOP OR BOTTOM, SHALL NOT EXCEED ¼ THE JOIST DEPTH BEARING or NON-BEARING STUD WALL PER PLAN ALLOWABLE CUT/ NOTCH STUD BEARING NON-BEARING SIZE NMAX=0.25 W NMl,x=0.4 W 2X4 ½" 1¾" 2x6 1¾" ~A6" 2x8 I½'' 2½" ALLOWABLE BORED HOLES ,0 ¾" STUD BEARING NON-BEARING SIZE "'"AX=0.4 W 0'MAX=0.6 W 2x4 1¾" 2" 2x6 ~Ae" 3¼" 2x8 2¾" 43/is" BORED HOLES SHALL NOT BE LOCATED IN THE SAME SECTION OF STUD AS A CUT or NOTCH SAWN LUMBER ONLY TYPICAL NOTCHES/ HOLES r-j\ ______ \.!.) ,--- ~ ~ U3 L (LENGTH/SPAN OF MEMBER) U3 ALLOWABLE HOLES PERMITTED IN THE MIDDLE THIRD OF SPAN ALLOWABLE HOLE ZONE__\ LsPACING = 2 x 0 OF DEPTH OF BEAM ALLOWABLE HOLE 0 LARGEST HOLE MIN. D > 4½" 5½" < D < 7¼" D>7¼" 1" 1¾" 2" ROUND HOLES ONLY, NO NOTCHES MANUFACTURED LUMBER ONLY ALLOWABLE HOLES (PSL, L VL) @ EXTEND 6" MIN. PAST OPENING W/ MIN. (8) 1 Od @ EA. SIDE. DBL TOP PLATES SIMPSON 'CTS218' OR EQUIV. GALVANIZED METAL TIE AT LEAST 0.054" THICK & 1½" WIDE ACROSS EA. FACE THE TOP & BOT. PLATES ---...._ PIPE/ DUCT PER MECH./ PLUMBING PLAN STUDS PER PLAN SILL/ BOTTOM PLATE PER PLAN PIPE/ DUCT@ BEARING WALL® HOLoowN HDU2, 4; 5 HDQ8 HDU11 HDU14 BOLT SB¾x24 SB¼x24 SB1x30 SSTB20 (¾"0) SSTB24 (¾"0) SSTB28 (¼"0) BOLT SB¾x24 SB¼x24 SB1x30 SSTB20 (%"0) SSTB24 (%"0) SSTB28 (¼"0) 'A' 13/,6" 1¼" 1¾" 1¾6" 'B" (MIN.) 4¼" 4¼" 5" 5" 5" 5" PLAN VIEW FOUNDATION PER PLAN POST, HOLDOWN, & ANCHOR PER PLAN EDGE OF CONCRETE / ANCHOR BOLT PER PLAN. INSTALL WITH ARROW ON TOP OF THE BOLT ORIENTED AS SHOWN 0 ~ CORNER NON-CORNER INSTALLATION INSTALLATION n 10 0 +-•n 3"MIN. I 'o/ 5" MAX 'Le' 18'' 18" 24" 16¾" 20¾" 24¾" Le ! n 114 REBAR MIN. SECTION 6" THK. MIN. FOR ¾"0 A.B. 8" THK. MIN. FOR ¼"0 & 1 "0 A.B. WHERE STEM WALL OCCURS TYP. HOLDOWN PLACEMENT '1' ______ v ANCHOR BOLTS SHALL INCLUDE STEEL PLATE WASHERS, A MIN. OF 3" x 3" x 0.229" (3ga) IN SIZE, BETWEEN THE SILL PLATE AND NUT. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO X," LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1¾", PROVIDED A STANDARD CUT WASHER BETWEEN THE PLATE WASHER AND THE NUT. THE PLATE WASHER SHALL NOT EXTEND GREATER THAN½" FROM THE EDGE OF THE BOTTOM PLATE TO THE SHEATHED SIDE, WHERE SHEAR PANELS OCCUR. CODE MINIMUM REQUIREMENTS SHOWN BELOW M ~: 3 " f 3.. BOLT 'A' "B' ·c· ·o· w ½"0 0.562" 1.375" 0.109" 1.}16" =;Jt=C 1¾ D ¾"0 0.688" 1.750" 0.134" 13/,6" STANDARD 3"x3"x0.229" CUT WASHER PLATE WASHER SIMPSON STRONG-TIE 'BPS' BEARING PLATE SLOTTED v0--~L i STUD ½"A.B. ¾" A.B. j 2X4 BPS½-3 BPS¾-3 : 2x6 BPS½-6 BPS¾-6 I 2x8 BPS½-6 BPS¾-6 EDGE OF PLATE WASHER½" MAX. FROM SHEAR PANEL STUDS PER PLAN STANDARD CUT WASHER 'BPS' SLOTTED BEARING PLATE PER SCHEDULE -~-SILL PLATE & A.B. PER PLAN SHEAR PANEL PER PLAN ¾"A.B. BPS¾-3 BPS¾-6 BPS¾-6 EDGE OF PLATE WASHER½" MAX. FROM SHEAR PANEL SHEAR PANEL PER PLAN ANCHOR SOLT WASHERS @ ------ CBC1809.3: THE TOP SURFACE OF FOOTING SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTING SHALL BE PERMITTED TO HAVE A SLOPE NOT EXCEEDING 10%. FOOTINGS SHALL BE STEPPED WERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP OF SURFACE OF THE FOOTING OR WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 10%. 2 x RISE MIN. I 2 x RISE MIN. j FOOTING PER PLAN REBAR PER PLAN ' . (3" CLR. FROM SOIL) I . X UJ <( U):,, ir = 00 TYP. STEPPED FOOTING @ ------ 4db or I I' 2½" MIN. DIAMETER OF BENDS --;r- ,:,' 3- N~ ..... - STIRRUPS 4db -#3 THRU #5 REBAR &TIES 6db -#6 THRU #8 REBAR 900 BEND ALL 6db -#3 THRU #8 REBAR OTHERS Sdb -#9 THRU 1111 REBAR 10db-1114THRU#18REBAR db= DIAMETER OF REBAR 135° BEND SEISMIC HOOKS 90° & 135° BENDS SEISMIC CROSS TIES TYP. REBAR HOOKS/ BENDS r~ ------~ solidforms . . eng1neer1ng 858-376-7734 evan@solidformseng.com solidformseng.com job#: date: w () z w 0 Cl) w a: C) z <( I 21-299 09-03-2021 ~ ~ 0 (\J 0) <( 0 0 <( co Cl) _, a: <( 0 z _, a: w Cl) z <( CJ a: w ~ "'" 0 0 ~ STANDARD STRUCTURAL DETAILS SSl