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HomeMy WebLinkAboutSDP 2019-0010; KOLESAR RESIDENCE ADDITION; Administrative DeterminationCONSTRUCTED IMPERVIOUS AREA TABLE TOTAL BUILDING COVERAGE TABLE GENERAL CODE NOTATIONS THESE PLANS SHALL COMPLY WITH THE FOLLOWING CURRENT CODE EDITLONS AS AMENDED AND ADOPTED BY THE CITY OF CARLSBAD: The 2016 California Residential Code, which adopts the 2015 !RC, 2015 UMC, 2015 UPC and the 2014 NEC. Section R106.1. FIRE PROTECTION NOTE: THIS PROPERTY IS NOT SERVICED BY A FIRE SPRINKLER SYSTEM Existing Sewer Access C.over 7 \ NOTES: -E!L C.amellia Place C,enterline Existing Concrete Curb LINE 5HO~ING 841 AND 84:3 CAMELLIA PLAC.E SEPARATION Existing Fire Hydrant ---E!L Existing Overhead Electric Service Line To Power Pole In Street 1. PROPERTY IS SERVICED BY CARLSBAD UNIFIED SCHOOL DISTRICT 2. ZONING ORDINANCE SECTION 21.53.230 NOT APPLICABLE 3. VARIANCE VII -04 APPROVED FOR ONE CAR GARAGE 4. PROPERTY IS SERVICED BY CARLSBAD WATER DISTRICT 5. AVERAGE DAILY TRAFFIC GENERATED BY THE PROJECT FOR Tlslr".PROPOSED SECOND FLOOR ADDITION TO THE EXISTING DWELLING TO BE (4) CONSTRUCTION VEHICLES BEING PICKUP TRUCKS OR CARS 6. PROPERTY IS CONNECTED TO THE ELECTRICAL GRID ( SDG & E ) 7. ENTIRE LOT IS FUEL MODIFIED 8. PROPERTY IS SERVICED BY NATURAL GAS (SDG & E) 9. NO GRADING CHANGES 10.NO LANDSCAPE CHANGES HERS NOTES: PROPERLY COMPLETED AND SIGNED CERTIFICATES OF INSTALLATION {CF2R FORMS) SHALL BE PROVIDED TO THE INSPECTOR IN THE FIELD. FOR PROJECTS REQUIRING HERS VERIFICATION THE CF2R FORMS SHALL BE REGISTERED WITH A CALIFORNIA APPROVED HERS PROVIDER DATA REGISTRY. HERS SUMMARY: SEE FULL DETAILED TITLE 24 REPORT ON SHEETS T-1,2, & 3, PAGES 18, 19, & 20 Building-level Verifications: • --None-- Cooling System Verifications: • --None -- HVAC Distribution System Verifications: • --None -- Domestic Hot Water System Verifications: • --None-- SIT:: ID CD ® ® \ VICINITY MAP OWNER INFORMATION CONTACT INFORMATION NAME: Brendan Kolesar NAME: Paul M. Woodrum ADDRESS: 843 Camellia Place ADDRESS: 3749 Via Del Rancho CITY: Carlsbad CITY: Oceanside STATE: California STATE: California ZIP: 92008 ZIP: 92056 PHONE: 916-541-1808 PHONE: 760-509-5702 FAX: N/A FAX: NIA EMAIL: brendan@thekolesarteam.com EMAIL: pmwmountain@gmail.com IMPERVIOUS NEW OR EXISTING 843 CAMELLIA PL. HOUSE FOOTPRINT REPLACED AREA ITEM AREA (SF) [SF) 1,404 SF (EX) MAIN HOUSE WITH 0 1,404 GARAGE AND PATIOS (AREA UNDER ROOF) 843 CAMELLIA PL. GARAGE FOOTPRINT 158 SF 841 CAMELLIA PL. HOUSE FOOTPRINT 952SF (EX) 20' IMPERVIOUS DRIVEWA) 0 507 841 CAMELLIA PL. GARAGE FOOTPRINT 158 SF (EX) CONCRETE PATIOS 0 110 TOTAL FOOTPRINT= 2,672 SF TOTAL= 0 2,021 LOT 13 SQUARE FOOTAGE= 10.039 / TOTAL BUILDING COVERAGE 2,672 = 26.62% LOT COVERAGE -------Existing 6 Foot High Fence-- PARCEL INFORMATION APN: 204-210-32-02 SITE ADDRESS: 843 CAMELLIA PLACE, CARLSBAD, CA 92008 TENTATIVE MAP NO: 5313-MAGNOLIA VILLAGE-LOT 13 LEGAL DESCRIPTION: San Diego County Assessors Map-Book 204- Page 21-Lot 13 I CERTIFY THAT I HAVE READ ALL ZONING REGULATIONSAND BEST MANAGEMENT PRACTICES (BMPs) NOTES AND THAT I AM THE DESIGNER OF THE PROPOSED PROJECT: PLANS PREPARED BY DALE ZACK DESIGNER SIGNATURE REQUIRED 80272 Royal Oomoch Dr., Indio, CA 92201 10/15/201'1 DATE PH. 760-504-4034 TOTALLOTGOVERAGE 10,osq SGUARE FEET PROJECT SCOPE EXISTING: PROPOSED: Single Family Single Story Residence -Approximately 1404 Square Feet SEE SHEET A-8 PAGE 9 Addition of a Second Floor and 1 Upper Deck to the Existing Residence 488 Square Feet of Living Space 103 Square Feet of Upper Deck ENGINEERING SCALE: 1" = 10' SOP 2019 -0010 BMP LEGEND PQST-CONSTRI JCTION $IIE DESIGN BMPs i 4.3.1 I MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURES i 4.3.2 I CONSERVE NATURAL(\REAS, SOILS, AND VEGITATION i 4.3.3 i MINIMIZE IMPERVIOUS AREA i 4.3.4 I MINIMIZE SOIL COMPACTION i 4.3.5 I IMPERVIOUS AREA DISPERSION ! 4.3.7 I LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES POST CQNSTRI ICTIQN SQI tBGE CONTROi BMPs 4.2.1 i PREVENTION OF ILLICIT DISCHARGES INTO THE MS4 4.2.2 I S'FBRM BRAIPI S'FEIISILING APIB PBSflNG er SIGNAGE 4.2.3 I PROTECTED OUTDOOR MATERIALS STORAGE AREAS 4.2.4 i PROTECT MATERIALS STORED IN OUTDOOR WORK AREAS 4.2.5 i PROTECT TRASH STORAGE AREAS ON-SITE STORM DRAIN INLETS [fil TERIOR FLOOR DRAINS & ELEVATOR SHAFT SUMP @J IN RIOR PARKING GARAGES [[j NEED R FUTURE INDOOR & STR. PEST CO ROL W LANDSCA OUTDOOR PESTICIDE USE [I] POOLS, SPAS, ONDS, FOUNTAINS, & ATER FEATURES @] FOOD SERVICE [8J TRASH OR REFUSE A EAS [[l INDUSTRIALPROCESSE QJ OUTDOOR STORAGE EQ P. OR MATERIALS (EJ VEHICLE AND EQ MENT CLEA NG II] VEHICLE/EQU MENT REPAIR AND AINTENANCE [0 FUEL DIS?, NStNG AREAS [ill LOAD G DOCKS [QJ Fl SPRINKLER TEST WATER [I) ISCELLANEOUS DRAIN OR WASH WATER PLAZAS, SIDEWALKS, DRIVEWAYS, AND PARKING LO LAND USE DESIGNATION SINGLE FAMILY RESIDENCE SHEET INDEX PAGE TITLE PAGE# SHEET NAME P-1 1 A-1 2 A-2 3 Legend [N)= New [EX)= Existing (SF) = Square Footage PLOT PLAN FLOOR PLANS ELEVATIONS eROSS SEe'RONS USS PACKAGE MINIMYM 68NSlRY6flON Rli!QIJIREMEN+S RESERVED FOR CITY STAMPS CITY OF CARLSBAD Administrative Permit Case No. SDP.1.0J~-00/0 ExibitNo.'A"-"t)" Date 11/'J..6/J"/ SHEET TITLE P-1 ZONING DESIGNATION: V-B-Village/ Barrio -Barrio Center District LAND USE DESIGNATION: V-B -Village/ Barrio OCCUPANCY CLASSIFICATION-GROUP R3 TYPE V CONSTRUCTION SHEET NUMBER 1 Of 20 GENERAL CODE NOTATIONS THESE PLANS SHALL COMPLY WITH THE FOLLOWING CURRENT CODE EDITIONS AS AMENDED AND ADOPTED BY THE CITY OF CARLSBAD: The 2016 California Residential Code, which adopts the 2015 IRC, 2015 UMC, 2015 UPC and the 2014 NEC. Section R106.1. GENERAL CONTRACTOR NOTATIONS 1. PRIOR TO THE START OF CONSTRUCTION, FULLY READ AND REVIEW ALL DRAWINGS, DETAILS AND NOTES. IF THERE ARE ANY DISCREPANCIES OR LACK OF UNDERSTANDING CONCERNING ANY OF THE ABOVE MENTIONED, CONTACT THE DESIGNER PRIOR TO OBTAINING PERMITS, COMMENCING CONSTRUCTION OR ORDERING MATERIALS. 2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND / OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND/ OR DESIGNER IN WRITING BEFORE PROCEEDING WITH OBTAINING PERMITS, COMMENCING CONSTRUCTION OR ORDERING MATERIALS. 3. ALL DETAILS, SECTIONS AND NOTES ON DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS NOTED OTHERWISE. 4 .. DIMENSIONS SHALL NOT BE SCALED FROM THE DRAWINGS. 5. ALL DIMENSIONS ARE TO THE FACE OF STUDS UNLESS NOTED OTHERWISE. 6. ALL ASTM DESIGNATIONS SHALL BE AMENDED TO DATE UNLESS NOTED OTHERWISE. 7. INVESTIGATE AND VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO · COMMENCEMENT OF CONSTRUCTION. 8. ALL BOUNDARY AND SETBACK INFORMATION SHOWN ON THESE DRAWINGS WAS COMPILED FROM ASSESSOR'S OFFICE DATA AND GENERAL FIELD MEASUREMENTS TO EXISTING UTILITY AND STREET IMPROVEMENTS. HOWEVER THIS IS NOT A SURVEY OF THE PROPERTY, IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND CONTRACTOR TO VERIFY PROPERTY LINE LOCATIONS. 9. SUB-CONTRACTORS SHALL PROTECT THE WORK AND ALL ADJACENT PROPERTY FROM LOSS OR DAMAGE RESULTING FROM OPERATIONS. 10.MANUFACTURER'S NAMES AND TRADE NAMES REFERRED TO IN THESE DRAWINGS ARE REFERRED TO FOR QUALITY STANDARDS ONLY, HOWEVER, OTHER PRODUCTS MAY BE SUBSTITUTED IF OF EQUAL OR GREATER QUALITY AS APPROVED BY THE OWNER AND/ OR DESIGNER. 11.0WNER TO SELECT ALL MATERIALS, DESIGN AND FEATURES FOR; CABINETRY, FIXTURES, FLOORING, MILLWORK AND WALL FINISHES IF NOT SPECIFIED IN THESE DRAWINGS. GENERAL PLAN NOTATIONS 1. LPG APPLIANCES NOT ALLOWED IN CRAWLSPACES, PITS, OR BASEMENTS; LPG PIPING NOT ALLOWED IN SLABS WITHIN STRUCTURE (CMG 303.8.1) 2. PROVIDE 5/8" TYPE "X" DRYWALL AT ENTIRE GARAGE CEILING AND GARAGE WALLS AND UNDERNEATH STAIRS (TO INCLUDE WRAPPING ALL SUPPORTING MEMBERS). PROVIDE 1/2" DRYWALL AT REMAINDER OF HOUSE. 3. ALL DRYWALL CORNERS TO BE RADIUS BEAD. 4. UNLESS NOTED OTHERWISE APPLY ALL STUCCO ( PORTLAND CEMENT PLASTER} PER THE MINIMUM REQUIREMENTS OF 7/8" TH[CK APPLIED OVER WOVEN WIRE OR EXPANDED METAL LATH WITH 16 ga. STAPLES 7/8" LEGS AND 7/16" CROWN. 5. CAULK AND SEAL ALL OPENINGS. I.E. AROUND JOINTS AT WINDOWS, WALLS, SOLE PLATES, OPENINGS FOR UTILITY PIPING AND WIRING ETC. 6. MANUFACTURED DOORS AND WINDOWS MEET APPLICABLE ANSI OR NWMA STANDARDS AND ARE SO LABELED. 7. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH OPENINGS OF 1/16" MINIMUM TO 1/4" MAXIMUM IN DIMENSION. (SECTION R806.1 ). 8. 0-HAGEN ROOF VENTS ONLY (NO DORMER STYLE VENTS). 9. ROOF TO BE ASPHAUL T COMPOSITION SHINGLES. 10.SURFACE WATER SHALL DRAIN AWAY FROM BUILDING. MAINTAIN MINIMUM 1% SLOPE AWAY FROM BUILDING FOR AT LEAST 6 FEET. 6" IN THE FIRST 10' SEC. R401.3 GENERAL ENERGY EFFICIENCY REQUIREMENTS 1. MECHANICAL EXHAUST FANS FROM BATHROOMS SHALL COMPLY WITH THE FOLLOWING (CALGreen 4.506.1 ): a. ENERGY STAR compliant and ducted to terminate outside building b. Controlled by readily accessible humidistat -unless fan functions as component of whole-house ventilation system -with contols capable of adjustment between relative humidity range of 50% to 80% 2. 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 ASHRAE STANDARD 62.2-2007 AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION. 3. AN INTERMITTENTLY OR CONTINUOUSLY OPERATING LOCAL 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 AIRFLOW 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. 4. 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. PLUMBING REQUIREMENTS 1. THE CONTROL VALVES IN SHOWERS, TUB/SHOWERS, BATHTUBS, AND BIDETS MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. CPC SECTIONS 408,409,410. 2. WATER CONSERVING FIXTURES: NEW WATER CLOSETS SHALL USE NO MORE THAN 1.28 GALLONS OF WATER PER FLUSH, KITCHEN FAUCETS MAY NOT EXCEED 1.8 GPM, LAVATORIES ARE LIMITED TO 1.2 GPM, AND SHOWERHEADS MAY NOT EXCEED 1.8 GPM OF FLOW. CPC SECTIONS 407, 408,411,412. 3. THE EXISTING HOUSE WAS BUILT BEFORE 1994, HOWEVER AN ADDITION AND REMODEL WAS COMPLETED IN 2011. FOR ADDITIONS OR IMPROVEMENTS TO A RESIDENCE BUILT BEFORE 1994, EXISTING "NONCOMPLIANT" 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 MORE 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 GIVEN TO THE BUILDING INSPECTOR PRIOR TO FINAL PERMIT APPROVAL. CALIFORNIA SB407 / , /4 T ' . r-._ ' I " I 'l'-B" ' "' ' 5' ,. 5' ' I' r-._ I B~~.~;;~~ .. 2 131 SQ FT r-' N / ! I ' ' ·' r--------1 I I I I I I I I I I I I I ~ I I 10' <r ' -- I r I I I ,, I ' , I '""'' L -·----_ -~-_ _ _ _ l __ I ______ ~-=:.-=4=----=•-4=--:"-;,;_ / I r-._~ K B'~6" ~ .2· -l'l-----1,• ' ' .25'------'---------~ ' ,, ,' "",--------------------'l--35'----------------- /4\ ~ FLOOR PLANS First Floor LIVING AREA 1404 SQ FT SCALE : ¼" = 1' -O" / , ' ' LIVING AREA I 488SQ FT . Y'IALL DEFINITION LEGEND I .2" X 4" EXTERIOR V'IALL -TYPICAL .2" X 8" EXTERIOR l"IALL -TYPIG,'d. SC,OPE OF V'IORK: New Second Floor & 1 Upper Deck Added TO Rear Of Existing Dwelling See Existing Floor Plan Page A-1 REVISION TABLE NUMBER DATE REVISED BY 1 8/11/201'1 D.Z. DESCRIPTION DECK REMOVAL \Jl z :5 Q_ Q! C) C) ..J LL s:::: C) ..... 0.. ·;:: \) ti) Q) a ...... Q) Q) ..c: \f) Drawn By: w \) z w a -\Jl w Q! Q! < \J) .. -·-ca E w ~ 0 ,. -.::I" 0 u, •• Q) C: 0 .c a. <O 0 ~ .,.. < N \) 0 0 l ;1i N m lll ...J l oc 0 < .-\) N Ill l \) s:;t j 0 Dl N <ti :::i z UJ 0... iif ::E ..J <( < C \) (fl ~ '<I" <O s:::: C) :p 0.. ·c \) ti) (U a _,_. \) (U C) s... 0... Z>ate '£ac'- s1gned B0212 Royal Dornoch Dr Indio, GA C!2201 160-504-4034 Date: 8/11/201 'f ,, C.ontractor: Page Title A-1 Page 2 Of 20 All roof mounted eGjuipment shall be installed in accordance with Building Department Policy 80-6 EXISTING I I Jo l NEl-'I ADDITION I I~ I I I I I Front Elevation Rear Elevation ELEVATIONS SCALE: ¼" = 1' -O" ,,----Solar Tube EXISTING Compliance with Carlsbad Building Height Definition (Zoning Ordinance Section 21.04.0&5) I ~ Total Building ~ Height from ~ Finished Grade Finished Grade NEl-'I ADDITION Pf:OPOSI: P fY-Tl:QIOR. 171;(.,\<. f;(!J\Lll-l&-TO BE 'SoL IP 01"' AQ,uE GLA<;,~ FA\Jf\. S r'l:°l?.l'"l~\'-l TL'l' \VIO \JN"\l:P Al'1 AIT A<,4 ~P TO A Ml:1AL f"RA I"\ E ";, i"R.\I e,T uRE'. NEl-'I ADDITION EXISTING EXISTING NEl-'I ADDITION J,Atest Elevation NEl-'I ADDITION EXISTING East Elevation ELEVATION KEYNOTES [I] ASPHALT ROOF SHINGLES l'il EXTERIOR VERTICAL SIDING l=.J CONSTRUCTED FROM FIRE RESISTANT MATERIALS rn EXTERIOR FINISH TO BE 3 COAT STUCCO SYSTEM AS PER UBC. [!] COMPOSITE SHAKE SIDING ,cl PROVIDE METAL STUCCO WEEP SCREED TYPICAL@ ~ 4" ABOVE FINISHED GRADE AND 2" ABOVE PAVED AREAS r.,-i MANUFACTURED STONE VENEER -SQUARE WOOD FRAMED ~ COLUMNS SEE NOTE AT REAR ELEVATION FOR ADHESION METHOD ~-- Solar Tube Manufacturer: Solalube Model: Vusion NFRC Certification 11&030 "}----5 EXISTING I NEl-'I ADDITION REVISION TABLE NUMBER DATE REVISED BY 1 B/11/2019 D.Z. OCT 3 G 2019 DESC.RIPTION DECK REMOVAL r ' UJ \) z w a u) -z u) C w -n! I-~ n! < w u) ...J w w ...J C ~ .. . . s:: s:: C) C) :.:; ·-+-' 0.. 0.. ·.:: ·.:: \) \) II) II) (U (U a Q +-' +-' \) (U (U (U C) ..s::: L. \f) 0.... Drawn By: -Q) C . --cu ©) ,, (,) .:.:: (,) cu N •• -·- -0 <D ..... -•• Q) s::: 0 .s::: D. .,_,, C) C) N 0- N 0 C) a I < N Ill rn <I) ....J I oc C) < ..-\) . .., N 11i I \) --st" < C) ....I N l)_ < .. ....J z ....I 0.... Ill ~ <( < \) rn .... .,_,, i I ' . Vate '£a~~ Signed 80212 Royal Dornoc.h Dr Indio, GA 92201 160-504-4034 Date: 10/15/2019 C.ontractor: r Page Title A-2 Page 3 Of 20 IMf'ERVIOUS MOISTURE BARRIER SYSTEM -UPPER DEC.K Per G5C, Sectron 2304~12.2.5, as amended t,y-emergenGY building standards- 1. Deck~rproof Surface To Be C.arlisle Sure-Flex60 mtt PVC, Mechanically Attached Application: IC.C.-ES Report ESR 1465 2. Install one (1) layer .25" Securock ,:S.lass Mat cover board over pllJ.IIOod substrate. C.over board to be mechanfcally attached with screws and plates, 6 fasteners per 4'><!>' sheet pattern 5. Supply and Install one (1) layer white 60 mil • reinforced PVC, membrane with 6" laps. Membrane to be mechanically fastened at salvage lap on 12" centers. 4. Membrane to be mec;hanically attached at all perimeters, curbs and penetrations at 12" centers. 5. AU field and perimeter seams to be heat welded and checked for bond upon completion daily. 6. Porcelain tile to be installed over waterproof membrane ROOF VENT C.ALC.ULATION O'HAGIN VENTS REQUIRED Square Feet: 506 + Compllance Method: 150 335 Total Square Feet of Gode. ReG;uired. YenUfation GONVERT SQUARE FEET OF GODE-REQUIRED VENTILATION TO SQUARE INGHES 3.38-·x· t44 = 4&6 Total Square inches of Code•Re'!uired Venblation DETERMINE THE ADEQUATE NUMBER OF O'HAGIN VENTS REQUIRED Tapered L.ow-Profile i.W sq. In NFVA Vents High: 4 Sul:llract2 6able End Vents• 2 High O'HAGtl< VENTS REQUIRED Vents Low: 4 O'HAGIN VENTS REQUIRED NOTE: Attic; venb1ation openings shall be covered with corrosion-resistant metal mesh with 1/16' minimum to ¼" maximum openings. Section Rl:l06.1. Line Of-Roof Overhang--~ - Une Of Se:GOnd Floor f'llslls.-+--~. All roof mounted equipment shall be installed in Accordance with Building Department Policy 80-6. a , Gal:lle End Vents "6 sq~ In. Of Ventilation Efl:d1.,--~ Cf6-x2= 1'12sq.in. /1 /. I T01~ T01 T01 T01GE , 1\.1 I "-,-- ·... . . 25-00-00 18-06-00 ,_ I- ROOF MATERIAL C,fRT AINTEED ASPHALT SHIN6LE5 1_ -iC,C,-E5 Evaluation Report E5R-13!1<1O /-l-l:~--/!~-,......---l'C,lass "A" Roofing C.Omplies Y'lith ASTM D9462 I- f I I I -- ,_ - Installed Over Roof Undertayrnenl Thal C.Omplies Y'lith ASTM D226 Type I or Type II Openings that provide a net free aoss ventilation area not less than 1/150 of the area of each separate spare -◄~~.1------,for this deck are provided in the at!iG spare. Positive Drainage To De,k Edge Miinimum ¼ inch per foot deck slope for drainage. Section RC05.'l.1. ! i " I - -----·· ·-.. ····--··-/ ,, 1, . C,BC, Section 2504.12.2.6, as amended by emergenc;y building standards. -ALL. HANGERS SPEC!AED SIMPSON OR EQUAi.. 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CALCUt..ATIONS ANO ENGINEERED STRUCTURAL DRAWINGS FOt.All. FUR"THER INFORMATION. -A1..1. BEAMS & CONVEITTIONAL. ROOF FRAMING H't OTHERS BUn.DING OEStGNERIENGINEER OF RECORD 1$ RESPONSIBLE FCR ALL NON TRUSS TO TRUSS -ALL WAU.S ATVAULT1CATHEORALAREAS BALLOON CONNECTIONS. BUILDING DESIGNER/ENGINEER OF RECORD-TO ~lEW ANO APPROVE OF AU. FRAME/RAKE TO 1RUSS B01TOM CHORD UcN.O. DESIGNS PRIOR TO CONSlHUCT!Ot -REFER TO TRUSS ENGINEERING FOR LOADING AND-REACTION lNFORMATION ROOF I TRU55 DETAILS ALL DESIGN$ ARE PROPERlY OF MISSIO~ lRUSS. -ALL TRUSSES ARE CAMBERED· FOR DEAD LOAD DEFLECTION AU. DESIGNS ARE NULL AND VOID IF NOT FA8RICATEC BY MISSlON·TRUSS. ROOF-PITCH: 4:12 U.N.O. HEEL HEIGHT: 3 15/16" U.N.O. 1:sSOcDA.it:: : KolesarRemodel&Addi1i0 ~~-5-28-19 SCALE : NOT TO SCALE MiSSiON .. AOh,,.'CRUSS CEILING PITCH: -U.N.O. TAIL LENGTH: 24" U.N.O. ,, ?AUL WOODRUM REVISION 2: . -AIIDifOK TAIL SIZE: 2x4 U.N.0. CARLSBAD TRUSS SPACING: 24" U.N.O. REVISION 3: DESIGNED BYl OS415-19 . JF . ., .. -"·:.a·: . ' ! ·~ -. -~,.., -~-°"""'e;.u-__ ll'P-L"'-~AA•~.E"'lOJ.......,_ ... ,.,-..... ---,--------,.---.. --···-···-.. ···------,-----·-' .. ,._ -------~-· ,_..., SPAeMB-2.(1.<] -. '" Ta.l 20.0 ..... !;,t,CO.. l.2'l V..011.l .;i.07 a.n ..... :.«I ltl'20 --~·,~-- 'lttL 1~0 i..,.,.,,oc.. 1.2! v,,,,(II.1 .,,_,.., .. ,, -~ aCIJ.. OD" .._,_.....,. YES -,i.) 0.05 $ -I• ... a,;.:,. 100 c-s=1z.;.....,, --"TCFCMORD 2MOF!b.11o8"G "tCP<:>t<;f!D -----a,11+1•..--· !lOT~2M""lb1UIO"('; """8S 2MOF-U IIE,lil;l>CIU. _, i-u.~ .... ,_ :4S(l.CU) .... ,_ ~IO(LC•). S--10(ll: •1 fORea (l>:,--.e-,._-Moo. T.,._-Al_;>!lf;h)a.-___ _ lQPQfORD '"1-1uc.e.u-<~.•-~·1Zll1).-tl"°"3 BCTOOOIID ~-•S.~tS ----~"""~"" -,) ________ B_ IIOTQClll0 ~ ..... .......,...., .. ......,_.,.,._ Z1W>11tM£€7-10:,,_,, ___ ,,_,TC01.>a._BC01.-e.Ol'S'.,"251tC..•;ei,,e,_ ~t-l~_,,.....,....._lolla<1,1g1<~-.--... ..-.1,q,o"""""""-_r,a_.,.5---~ J) ............ __ ..... 10.0...< __ .,. ___ ,,,,, __ _ •l"111i>..,.....__"°'"9""1tlr•'"'"'_,"""-""""""'"'"'°"'dUC"'•--•--""1112-0-ll-_.._...,_""""'OJd.,,,_,_, 5)A ___ dN'l'---,poet:b' .. ,,_,....,.,.......-, 6) ___ !111'"""""1"'""""'-1'"''"""_"'_*.,_'"_)2.I. 1)n..en..,--.-lor•~--d25110'b""'-"'""""-""""'•--~ -'hi>°"""-____ ... _ •--~---...,.....,., .. ,_.,.,_,...,.....,,._,,,,.., ___ ,..,_....,.,..._""' --~-... -----·-------■ .. •-----·---------~-~-----------------~,.--.. ---.--,,..,..--------=..--=:.."':-::::.':"'..::::.::.::--..:::.."":..---=~-==-""=--____ ,.,_ __ ,.._., .............. ,., __ ,,,.,,, ... --I""" ..... ,_ ,,.,. "" !w.,s-111 ~ '-' i !,,_....__ .-...!..a.""'"°-•=•-~~=:_ ... .,,__,..,.,....,.:io,•-• --~-~-=~"::-"~~~-".:-~'." .... ~-""~~t~-~~-:-'---;:;f-----:::::-------l:1't',,-:.~ = l 2 ,. •• -<~-- -,~ = •o .=. 1'.0 !10.L DO" = "' - SI'--:!--OJ CSl. -°'1>0CI. ,_:c TC 0A1 -1)01. ,.2 -~ Q,G ---'l"t! """'/!.:lQ ... -ll.OII 7•1D -0.33 MD D.Dll G 0-1SC311ZTP~----····--~-·--_. ~-___ _ -roPO!ORD :z>oo~Nollll•G "TOFCHORD ____ .....,.,..._1n-.oc;,rios. SOTO!ORD :/.IOll)l'No,1&a.-C. .-.a1:S :llOl!ll'Sb■>'SldG ___ ) ___ _ W..floll:2'/iSII.CI) ----1.C•J -«s. (l>J•lbL~ T..,_._....._~1"')"'-umol,.._"""""-TCf'CltORD Z-3■-1M2il!,µ..1351111.4-!l■-TJ.SlCl.5-li--1!Pl2-Q OOTCltOIU) 2-7-Yfll0.-173l -... ,~1<1.$-1-!11,3-7--5!n9 ~ 11_..,,io"O ____ l<lll,o- 901Cl'IORD R,gld""""9-,-a10-0-Dm-. :11-ASCE>-tlt;-•1-p........p,ll'ld•81-11;:0l-a, • .,...:IICOL■&-~■2:511;Cll.lt£,o-B.­MWFR!l~----""""""'....,_.,_,_1'11onlf--~oa. .. .M---~ J),,.....,.. ___ .,,_, • .o ... __ ... ______ _ .,.,,... ____ .,,. ___ "'""--p,11 ..... -°""' .... --.--... ,,,244 _ ..... _.._ ................ __ __ 5}.lt-n>,>;..d.Jaoo<ld2C'lli _ _,.......,""',. __ _,_ Pil-••ll""'ffl51b" ..... l:at\m-.. 7)---for~<11-, ___ ,,,_....,_., __ ~11i. l}ll>o-~ .... --.....b-•---"'="" ... _"'·--------...T ... 12<ofd. __ .,.,_ ... _ .A. _____ ... .....,.,, • ..,,.. .. ...,,_....,, .............. ,., .... ,.,-,.._.....,._,__,._.,..,.. _ _,,,_,. ...... ____ ,.. _____ ,. ____ _ ·-----.. ------~-----... ----------··--"'------------___ .. __ .. _________ ~----_______ _,_,,,___ ----------_______ ,...,.,. ____ .,,_ ... = .. Symbols Numbering System PLATE LOCATION AND ORIENTATION Cenler jlate on jginl unless x, y offsets n rt><fiC;ab!d_ Oanens.ins are in ft-in-si:deen!hs. Aw!Y pares 1o both sides of truss and fu~l embed Ulh. J--.... ---1,~_,lnft ... •bd (Dff,rwirl!JS nallll lC:lle) 2 3 TOP CHORDS wes • ' .a. This synbol lndica!es the requi=:diredion of slots in _,....,_ .JOINTS ARE GEMERAU.Y MIJilBEREDILET1 Cl..0CKWISla AAOUHD THE JRIJSSstNffl!IIGAl THE JOINT FARTHESrTO "Pl:ilnlccation!Setahw"lablulnMiTet20J2C) .softMn;orupc,nr.quest PLATESIZE 4x4 Tt-e ~dimensicn is theplal!I width =tS\ln!d perpendicu!af to GlolsSecond tiimensioo is !he lef\!h parallel to slots. LATERAL BRACJNG LCXATIOH BEARING lodicatec by symbol sho,tm. and/or by ten irthe bracing sedDl of !he OU1?Ut be Tor I bracing il'indica!Jd. lod"icate: localion ...t.ere bearings {support) occur. !cons vary but ~on indicates joint nurnt,er.,..t,ere bearir-,gs occur. Min sizeshawnis forcn.ishlnsl only. Industry~: ANSIITPl1: Nallonaf O!lslgn Specif.cation for Met.I Plate ~oad TIUSS Con:swt::llon. DS6-89: DeslgnSlanc&nto.'~ BCSI; Building COO!polent Safely lmormation. Gui»toGood:PadiceforHandling, Installing & Brac'lg gf Muta! Plata OlnnededWQOiTn=es. '""""· CHORDS AND WE8$.ARE IDEtmFIED BYEtm.lODtt ..........,,.., PRODUCT CODE APPROVALS !CC-SS Repert::.: l:SR-1311. ESR-13S2, ESR1988 ER-3907. ESR-2382. ESR-1397, ESR-3282 Trusses ate designed: l'orwincl loam in the plane af the truss unless otherWise shown. Lumber design values are in aCCCHdanoe with ANSVTPI 1 section 6.3 These truss deslp rely on lumtler values estahrtshed by othefs. C2012MiTel®AIRg,tsRl!served ... Milek' MiTellEngirwmingRere,-i,ncesi.st:Mll-7413,.,,1Cll0l.-201S .... ~ -.. ,.a ..... _.,..-~YJ:-..-~1•:&.1>-•,<J.V.O-H.G<l-lli111i<o•a<>M -•= "'('JOCI -L"' -~e,o,, 1.25 -0.$ 10-1-'G -DOI. ·~ ,'1'15 10 ,f/S1 1,W ..... --WI) -, ... ,,,. --~ --lOl'Qt0RO :tll.tOf .... 11.a.-G TOPCHOltO ,.......-~-_.-..-s+w""...-&ol"CHDRD Zl<I Df SSG acrrOlORD llg,ol .... --,.,>0-H"'~· · WEIL'> ZUDf'-"'""it<O ---,-5elll-3-l!.-.... _,2o$4(1.¢•1 fOlll".al. (ll>/•U-.~T--•Al-■-~.t\<■" ___ __ lOPCHORD ~•111C.~o.,~.~.g, ... 4.,!1Q..~- RCITQGIII :l-11-"IC-t1>0'5ai ... "J11'oC/Ua..__7_ ----•S.MG.~ ...... ,_,_,._,_..,..._,...........,. -1J2-JO't.._,...,_...,..._,00111.1:i,-.,,-.,.._ T ... --... ---1-IIG-$--O«. ---m-.M·~--•0-S-Ooe. --ao-2,0-1.-a0-9-0"' ~_..---~-10•--•-•-(l'J<>"udl!Dl_ft.,.UWl~-Plp-\:o ..., ____ ., ______ (F)..-dl). __ _ J]-------.. --'J-ASC!;7-11t-,ui..i,,~....,-•"1CDl.◄"'Ptl.~,,-_,,..11;~11:---]glla-..,.,.-,..--... _'9"_; __ .,. __ -=-4:_DCl..-,.251"- _ccx.,.,25 ,i_..,.. ___ 1oro,uoof-......,_1m11 ____ .,._ si------... ·--"'"'°""'"""'"--.. ■---■->M ...... u-<i_ ... II; _________ _ 7J,.. ___ ol2C"I. ___ .... _.__ IJ--'-M-<losq,oo-lm•---d=GD1o■e_ll _ _., ____ ,.... __ ... ~°"'11.-0I ____ _ tJ...._1 ... ---•1-•--.. --...ica,-.. ____ _ , ...... _.,,= .. --Tho,..._,,....., ____ ____,,,, ...... ----1)-•-1M-----■• ..... --= --... ...,., __ »-1•7- _i.-ll>) -t0--!9SCI:•") ll■-19$1).1-") __ ,, ,_(poll --%-0-C <:SI. "'~ -ua Tt;ll. = -GopCO.. 1.Z tt. g,65 -1) ... ,o --TtQ.. 140 i.-C<ll. 1.2$ !lo;; g,<J -ll.211 ... >IICIZ -EiC:.!. IID" i:o.-lna" NO W8 l!.1C t.OI T ""' ,.. DCCl. = C..O,IOO!l1,a-f ~ ~'«ii, """""' ----·-----· ----~-=,------~~-------T0PO,O,,,C, z,ut,F..,_<&ao-G T0Pa101111 --~,;lndr-aMl-0<><--~GIOOIIP 21«DF..._1Ull"G 2-o<loc-111-(M)~.a.!. -;<X<l)F~G BDTCIOID IIOidC-.~-,r'l:MMJ<1<- ~ lllo'NO) -,.f11V,a.»_Z,.206r-D-N Ma>b:<-f!I.C4) U..U,,O,,►IS,U:(] ,a~ ._).,__r-.m.., __ ,T..._,U-a)l!bj..----- TOl'OCll!D 2-.3"'■---2,(I\-Q.__..1&'05"'.-1M55.0-7■4031221 IIOTOCll!D 2-11-li.111-11_."l&_,-,0--1,-.-.1--:i-,o.-,gmi,_4,.'°""'3,I0,._111&:a_~~ ~ 1,,...,, ........ .....-~-~10.131-.:'l"j .... __ T---•-,2""-t_ot_oo. ---•-2><·1-llfl.ll.<loc. --.. -2"-•-·"""""-%1M-___ _,_. .... __ ~-...... ,,, ... _!BJ-•0.U>IIDC"A!:EIS)_..,. .. .., ____ ., _____ lflo,18). ___ _ 3)-------tr ... _ -0-..is:e:1--10;_,,°"'lllt_{IUl'l,~~TCOl.,4Apt.llrD.~--1:i:,.9;-WWfll:$f""""'°PO)--....--~---,onlf-... ..,"ll<l..-:-Da..r1.2SSS--=z "--~to--p,:■d<I;. ll,.,_ ____ .._.,to/1..,.,_,.....,, ... ______ _ 7)•"!1,o-'---tr•--"'-"""'" __________ l-..o_)r:Z.00_ ...M_ ... __ ..,~--a111-~-"':ir:,,i,"""_..,._,tr .. _.__ 11---R>r°'"""'"'-"~--d-,t»1,up01■~2. •Di-----■-s,.■lb"•-■---.. -Dl> __ .... _po,w __ ,. __ _ ._TooOlotO.. __ _.._.._,_ 11J _____ ....., ___ 12) ____ ,_,,_...,_,,, .... _ ..... ______ _ 1:11~1..----•,-""..--■-------Q11>opot , .. ,1-«._111:ll>--r.l,.,..,.1.$.12a,Q>,.__ n........-....... -...., ... -·---- .A. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. -~bno:illgfor-S)'Slffll ... g. OOgolllll«X--.g.•-~ S..BCSI. ::!. T..-~-i. ~i,,-..,.....,__ For --~-ia.---.....,...,,,...~Of-T ... 1 llfxir,g--1■~ 3. ---dioo:iiin~------~--- '· --<lflflio-duigl!l:I-~ deslgn■'."'9alll<l--.fl"'Pl!'1Y-­.. __ p;na_ 5.. Cd.-1:1-li;i,ll)'_,.i.UCl'I-,. !i.."'-»~011-lo09drnmc....,. ~.-d--■<lluly.Knals--•i,,,w,t ---~i,,,~1. 1. °'""9'_1r11AM ..... Slllabiy~froln .,._.,__,_,.NCSVWl1 9. _ __, ___ dn"ll'! ... ""'-~ftlr __ ... ___ ... __ _ -m..c.,a,roa ___ .,..., ~d.!n<1$la,-Gn,raiS--Cl:I -far--~ 1f.-lyJla. .... -------~~ 12.l..m■r<..ed.iialiti.<llhe:$1M0BSar:dsii& . ..., irl,ol-~1:1 ... --111.0! -11Topaonlsrrustbesl>ea1tleoOl~~at .,,....,gn:li<aodondl!Sagn 14.llcaoa,_,oqu;,,,_t,,.,.;,,g"'1011._,... ... ....,.,,,.,~ .. -.--.... 15.~nol--ll<l~<lf-- 1&.0,,nol.C,..C<r-tn=..--berorplanhoutp,icr _,,..,.d..,~. 17.-.-dlaacl~ ...... ~~- 1&.U-dgr-,Ot __ ,,..,_..._.. ~-o,p■t,r,,i,n:,,--~­pn,;.r,t~-- 19.-,olpcrb>a<lftm"'-9"~--- -f>'MH)---~llQlln ... -~-20.Dffl,jnaa..-~O'I~-MS1,'1Pl1~Ctilena. REVISION TABLE NUMBER DATE REVISED BY 1 8/11/201"1 DZ. DESC.RIPTION DEC.K REMOVAL s:: () -Q. ·c \) U) cu a ..... cu cu .s:: \fl Draun By: lU \) z lU 0 -\Sl w n! .. s:: () 15. .:::: \) U) cu a tS cu () L. 0... -Cl) C • = ('IS @) ,, u .l!I:: u :s •• -·-('IS E UJ -0 co r---.. Cl) C 0 .c a. ~ I &1 I 0 ..-- ~ -.;;t" 0 C"i .. z ll.. < Z>ate ~ae, Signed 80212 Royal Domoe,h Dr Indio, CA q2201 160-504-4034 Date: 8/11/2019 C.ontractor: , A-4 Page 5 Of 20