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HomeMy WebLinkAboutV 2020-0001; PREVOST CONSTUCTION MONUMENT SIGN; Administrative DeterminationI PROJECT INFORMATION I SCOPE OF WORK I I NOTES ADDRESS 3931 GARFIELD STREET CARLSBAD CA LOT NUMBER: 12 OWNER ARCHITECT: 368 PLANT STORAGE FACILITY 1 THESE PLANS AND ALL WORK SHALL COMPLY W ITH HE CALIFORNIA BUILIDING STANDARDS CODE FOUND IN THE STATE OF CALIFORNIA TITLE 24 C.C.R AS AMENDED & ADOPTED BY HE COUNTY OF SAN DIEGO LOT TOTAL AREA: 5969 SF PAD TOTAL AREA: 5969 SF FINISHED PAD ELEVATION: AMOUNT OF GRADING: NONE ZONING:R2 APN : 206-011-12-00 Joyce Ann James, Trustee 3931 Garfield Street Carlsbad, CA 92008 Home 760-729-1900 Cell 760-519-6242 ANDREW JUNEAU 221 1 ENCINITAS BLVD, #200 ENCINITAS, CA 92024 T: (7 60) 518-5353 E: andrew@juneauarchitects .com LEGAL DESCRIPTION: LOT 12 MAP 11316 CARLSBAD NATURAL GAS:N/A I LEGEND PROPERTY LINE WATER METER SEWER LATERAL ----lfil CONNECTION WI BACKFLOW-~ PREVENTOR DATA, POWE R, GAS LATERAL ---@ VICINITY MAP Pacific Wir><;thlelds - Moblle Rock Cnlp Repajr 9 STORM DRAJN RIP RAP CONCRETE DITCH ,(:::::::J FIRE HYDRANT ... LIMIT OF GRADING W \I/ ,v \ \ \ •, \ \ ' Q !-<. Linwood 1nsur;:inee s~ruce~. lne 9 I BLDG CODES Project will comply with th e following building codes and associated County of San Diego amendments: 2016 California Residential Code (CRC) and/or 2013 California Building Code (CBC) as appl icab le 20 16 California Green Building Standards Code (CalG reen) 2016 California Electrical Code (CEC) 2016 California Mechanical Code (CMC) 2016 California Plumbing Code (CPC) 2016 California Fire Code (CFC) 2016 California Building Energy Efficiency Standards (CBEES) C~rlsb.ld Sun:;<:t Se-oiot Ap~rtmcm~ ALLOWED PER CARLSBAD MUNICIPAL CODE 21.24.050 #3. SEE AGREE MENT WITH NORTH LY NEIGHBOR 2/A1 .0 N35° 27'E 120'-0" -C) ' C) l..f) w C"') C"') 0 -st- <"') z '' •• ··-··-··-··-·· • s·-o .. I ~ • I I (P)P STORAGE ,,._,, 1/8" 0~ '> L---...,,.--------------m~~ -- in ~ .. -. '-·. -.. -.. -.. . -. ·- 1 PLOT PLAN G) SCALE: 1 "=10'-0" • D NOT PART N3 5° 27'E 120'-0" ~ , 2. THIS PROJECT IS TO COMPLY WITH THE COUNTY F SAN DIEGO LIGHTING ORDINANCE 3. THE FIRST FIVE FEET OF FENCES AND OTHER ITEMS ATTACHED TO A STRUCTURE SH ALL BE CONSTRUCTED OF NON-COMBUSTABLE MATERIAL OR MEET THE SAME FIRE RESISTIVE STANDARD AS THE EXTERIOR WALLS OF THE STRUCTURE 4. ALL OUTDOOR LIGHTING SHALL BE HIGH-EFFICACY LUMINARIES OR HALL BE CONTROLLED BY A PHOTO CONTROUMOTION SENSOR COMBINATION. 5. ALL BUILDINGS TO BE FULLY SPRINKLED PER FIRE CODE. CONSULT WITH THE LOCAL FIRE AUTOHORITY TO DETERMINE FIRE SPRINKLER SYSTEM REQUIREMTNS FOR THIS PROJ ECc (COUNTY BU ILDING CODE 92.2.R313) 6. ALL TRASH ENCLOSURES TO BE SCREENED FROM VIEW 7. ALL DRIVEWAYS TO BE 16' MIN WIDE WI APPROVED ENTRY RAD IUS PER FI RE CODE 8. ALL PLASTER WALLS TO BE SEMI SMOOTH FINISH, LIGHT TAN TO BEIGE IN COLOR 9. ROOF PITCH TO BE 4:12, MATERIAL TO BE TWO PIECE BARREL TILE MUD SET 10. ALL HOME SECURITY EQUIPMENT SHALL BE UL LISTED 11. EXPOSED HIEGHT OF FINISHED WALLS CANNOT EXCEED 6'-0". I LIMIT OF DISTURBANCE 36 SF OF DISTURBED AREA UNDER PIER FOOTINGS I SHEET INDEX A 1.0 SITE PLAN & COVER SHEET A2.1 FLOOR PLAN A2.2 REFLECTED CE ILING PLAN A2.3 ROOF PLAN A3D EXTERIOR 3D VIEWS A3D2 INTERIOR 3DVIEWS A4.1 STRUCTURAL SKELETON ELEVATIONS A4.2 ELEVATIONS AS.1 SECTIONS AS.2 SECTIONS AS.3 SECTIONS AS.1 DETAILS AS.2 DETAI LS AS .3 DETAILS A84 DETAILS S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN 53 DETAILS @ I • FYSB & I r a C) ' C) l..f) w -C"') M 0 'S:t" M z 'o ' ·o 0 _j ___ ,_ G) )> ;;o "Tl m r-0 U'l -l ;;o m m -l I GRADING SUMMARY 000 CY IMPORT/EXPORT NO GRADING REQUIRED. I LOT COVERAGE TOTAL LOT AREA: 5969 sq ft SFR FOOTPRINT: 1934 sq ft PROPOSED PLANT STORAGE FACILITY FOOTPRINT: 368 SF jffi -38% LOT AREA November 13, 2019 City of Carlsbad Building Department 1635 Faraday Avenue - CITY OF CARLSBAD Administrative Permit Regarding the Gn,enhouse plant starage structure at 3931 Garfield street, Carlsbad, 92008, my neighbor, Joyce James, to the south has consulted with me over the years about a greenhouse structure. I have told her in the past that I am fine if she does a lot line structure. Recently she has shown me that the structure ~bmitted fo n....,, • • ~ h~"~ ~e r~j~~~!:';1,smorethanthreefeetandnearertofourfeet away from our mutual lot line. I a • tc,t;:if ag e .zaith the 1~-,·on f th' structu h -,n..... VVCll1. 0 IS re on er propertv as submitted. Thank you for your time and consideration. Lura Black, Homeowner and Neighbor ~~ 3921 Garfield Street, Carlsbad, CA 92008 JAN 2 S 2020 CITY C.= c .. ~SP ~ -I\ " ..., -. . -•·'-·'-•-~-~ .. ·-·- ._ ~~ REv tSED I/ 2.8 / Z,l> Sllr. Cl (F"o"-Y~IA~ 11truad ""!l"-IlS!U!IIIPV OV851'1!VJ .:'10 JJlJ JOYCE JAMES GREENHOUSE 3931 GARFIELD ST. CARLSBAD, CA 92008 JUlUllBL ARCHITECTS 2211 ENCINITAS BLVD, STE 200 ENCINITAS, CA 92024 760-518-5353 andrew@juneauarchitects.com ju neaua rch itects.com ARCHITECT LICENSE: C 31 B32 SCOPE OF WORK: 368 SF SINGLE STORY ACCESSORY STRUCTURE SHEET INDEX: REVISION 1: REVISION 2: REVISION 3: REVISION 4: KEY MAP cJJ) AR~ J~"'..,"".J.---,~~ . :1,,, A ~832 ~ 1-,/~ \~~\J),~ REN'~~ ~-~ii:' ~CA\f,o PLOT PLAN & COVER SH EET A1 .0 DATE: November 5, 2019 . -----------·-· 1,2,3 "' 0 z w w ~ "' <( ('.) @) t;:; 0 CL " ~ . 9 cc RIDGE BEAM DOG EAR PLATES BEYOND GABLE END 14'-0" HEIGl:!l.L!"fil . _ . -• -----------· 1.1,"WELD -----------·-·---·-·-· -■-----·-· ----------· Y1 o ol L B.734 12 7'-8" 4x6 HEADER o 01 X ll @-; I X loo o 01 GROUND LINE 12'-0" BO\JS ON TOP & BOTTOM OF SILL PLATE FOR LEVELING. SEE STRUCTURAL----~ ----l" DIA 'X' CABLE BRAONG o 01 -------· ----------- 10 o 10 o "' 0 z w • '::! 9 "' -<( "' ('.) @ ~' ==:~==LEU=== :==~==}== 0 :==RU==C==T==U==RA==L==S==K==E==LE==T==O==N==E==L==E\/i==~==Jl==O==N=================:j0 14'-0" HEIGHT LIMIT ------/5) 14'-0" HEIGHT LIMIT -------------------------------------------------·-·-·-·-·-·-0-·-·-·-·-·-----·-·-·-·-·-·-·-·-·-·-·-·-·-· 4 4 8.734~ 12 ~TOP PLATE +8'-0" loo O 01 10 0 0 o: X X X X Y2 ~ TOP OF BOTTOM PLATE +0'-0' 0 o: o ol lo o o 01 lo o ~OTTOM FOOTING 36' BELOW GRADE) '----l" DIA 'X' CABLE BRACING --------------'---------__J =~CA==~==~T==n~==-, .s==o!==R==U==CT==U==RA====L ==S==KE==L==ET==O==N====E L==E==VA==J==IO==N==========·~::::::::::::::-==IC==U~ts=l_00.w,o~·- 141-0" HEIGHT LIMIT ;J;· WELD ----·-·-·-------·-·-·-·-·---·---------·-·---·-·-·-·-·-·-·-·-·-·-·-----·-·---·-· ---·-·-·-·-----·-·-·-·----------L----~-------·-·----·-·-----·-·-·-·-·-------------------·-·-·-·-·-·-·-·---·-·- ~ TOP PLATE +8'-0' ~ BOTTOM PLATE +o'-0' GROUND LINE BOTTOM FOOTING (36" BELOW GRADE) o 01 & L 12 ,o 0 loo 0 ,, I o oJ X -i 0 Joo 0 OJ I '.:1 Xl ~ :::, & f--u :::, °" f--"' °" w ll. 0-0 "' f--. I "' t:. a "' I ) X loo 0 01 ~--j"DIA'X'CABLEBRACING __________________________________ _j -:-~_s 1 ;_ 2 .:_ 1 ~_ 0 ~_UC_T_U_R_A_L S_K_E_LE_T_O_N_E_L_E\/i_~_J_IO_N ____ -----10 4 .If'" lo o 10 0 o 01 10 O o 01 10 0 @J 21 21 :c 0 JO 0 o oJ · 1" DIA 'X', CABLE BRACING _________ ___, ~"WELD 10'-0" 8.734~ 12 lo o -~-l;-~-, 2 ~.-~_R_ 0 "U_C_T_U_RA_L_S_K_EL_E_TO_N_E_LE_V._~T_IO_N _____ 0 JOYCE JAMES GREENHOUSE 3931 GARFIELD ST. CARLSBAD, CA 92008 jlDl£QlL ARCHITECTS 2211 ENCINITAS BLVD, STE 200 ENCINITAS, CA 92024 760-518-5353 andrew@juneauarchltects.com juneauarchilects.com ARCHITECT LICENSE: C 31832 SCOPE OF WORK: 368 SF SINGLE STORY ACCESSORY STRUCTURE SHEET INDEX: REVISION 1: REVISION 2: REVISION 3: REVISION 4: KEY MAP ,,j,_O ARc~, ~ Vlt-X°"C. i "518 .,-I 832 "'k; \'P.1 ;-... /,1// ~ ~ ,IC;N_ :!! _.~ 201; ~/ ~Y# STRUCTURAL SKELETON ELEVATIONS A4.1 DATE: November 20, 2019 O') 1 1/4" 2 3/4" ---------'\..;---------L 881-0600 CARL STAHL SWAGED FORK FOR l' 1'-6" 6 3/4" 41/4" ft' TYP 7i,-----Nl ________ j 00.4365 31/2" ' ,, / 31/2" ,>/,// /,<::~; ::::::~ / ,,/ ,er --------------'!.--,---..;._-----+-------' I I I I I I I I I I I I I I I I I I I I I I I I I I I ________ J _______ _._ ______ -i----------- 1 117/32" '; i, 1 ~ . "' Li'PLATE7 0 ':-0 0 . O') ---------'l.-~---1.------..--------'-------......,.-..;.... ___ ___,. _____ __J__ ------ I I 4x6SILLehM-------..J _____________ ..J L __________________________________ ....,._ ______ _ 4x4' POST ~------5/8" PLATE PER STRUCTURAL ! BRACKETX 0 SCALE:6"=1'-0" ------NOTCH 4x4 POST TO ACCEPTj" PLATE. --------------------------------------...,...---------<..,_ ft' TYP ~ 1 r------------------~ I I I I I I I I I 1 I 1 I I I I I I I I I I i ! : : 11 I I I I L NOTCH 4x6 SILL BEAM TO ACCEPT j" PLATE TOP & BOTTOM. 11 I I T ! I I I 1 1 1 1 4x6 SILL BEAM I I I I 1 1 101-------4x4 • POST l I I I IL -...I I 1 '-6" I I I I I I I I I I I I I I I I I I I I I I I I ~4x6SILLBEAM I ,,,.---i--1 -----Y2BRACKET I : 1 NOTCH 4x4 POST TO ACCEPT j" PLATE. lr-----:;:;:--t::J!:::--=----st-------------------------------------------------- 1 I I I I ! I l I I I I I I I I I I I --NOTCH 4x6 SILL BEAM TO ACCEPT j• PLATE TOP & BOTTOM, I I I I II 11 t_ I 1 I I 1 1 1 1 4x6 SILL BEAM --l I I I I 1 , 1 ._ ____ 4x4" POST I I I I IL-----------------~ I ---'- ~ 11" ---------'\..;---·:------' 41/4" I I I I I I • I I I I I I I I I I I I l c: I I ,, !(:;J>:ol.<- I I pSt:O 01•1 ! 1fO ~oR¥-I!,,. M5l _-,. I I I I I I I I I I I 31/2" 31/2" I L _________________ .,_ _ _,.,._ ______________ _ I I Y2 BRACKET BEYOND I Ll'PLATE7 0---1--->1.- 23/4' 1 1/4" -'!<---'--'------'~-----L+-----,-----.:._-..L.......,i~------ I I ~--------------------------r---------------- _____________ _J 4x4" POST 5/8" PLATE PER STRUCTURAL 4x6 SILL BEAM---------' BRACKETY1 SCALE:6'=1'-0" I I I I I I I I I I l ~4x6SILLBEAM I I I I 1 --+-----Y1 BRACKET I I I I I I I I : 1 NOTCH4x4POSTTOACCEPTf' "X" PLATE.WELDfi' e---------·!;1::!;_-------+-----------------------------------------1 r-------✓--------a I I I I I I I I I : l l :--NOTCH 4x6 SILL BEAM TO ACCEPT j• 'X" PLATE ft" TYP -v--!i'\~cc::::~~;;:::;;;:=J:U:l __ T:o~P~&:Bo~TT:o:M~-_________ _ I I I I I I I I I I I I I I L, ______ _ L-------- l 2" l I I I I I I I I I I I I T 4x6 SILL BEAM ----i 4x4' POST " --------.. 1--'\_;.-----i------- , I I ·-. 1 I '---...,. I I I I I I I I : 1 13/16' I 31/2" I I I I I I I I --"lc--<-----,.----""""1f-----aa.-------+--'k-- l I I I I I I I I I I I I I I I I O') I '-----------'--'l.~------~---------- 1' •+------,-----Yl BRACKET BEY ND I I I I I I I I I Ll'PLATE7 0 r------------_ ____i_T ______ _ 4x6 SILL SEAM ~-------------------------------r----- ~---4x4 ~ POST '--------5/8" PLATE PER STRUCTURAL BRACKETY2 @1=;;:;;SCALE~:6;;:;;"=;;:;;1'-;;:;;0'~~~~~~~~~~:::::::,:::::::::;:::::::::;:::::::::;:;;:;;:::;;:;; JOYCE JAMES GREENHOUSE 3931 GARFIELD ST. CARLSBAD, CA 92008 JUl1IUDL ARCHITECTS 2211 ENCINITAS BLVD, STE 200 ENCINITAS, CA 92024 760-518-5353 andrew@juneauarchitects.com juneauarchitects.com ARCHITECT LICENSE: C 31832 SCOPE OF WORK: 368 SF SINGLE STORY ACCESSORY STRUCTURE SHEET INDEX: REVISION 1: REVISION 2: REVISION 3: REVISION 4: KEY MAP ~· 11§~~""'"' 1U..X.<'.\11 ~;,? 51832 ~~ ,~y~~w·~ "~~,o?', DETAILS A8.1 DATE: November 20, 2019 I I I I I I I I I I I I I I I I I I I I I I I ~4x6SILLBEAM I ---i-1--Y1 BRACKET ___ ____;-__ NOTCH 4x4 POST TO ACCEPT j" PLATE. ---+--------------------------------l-r_------1 ---------, I I I I I I I 3 1 : : --NOTCH 4x6 SILL BEAM TO ACCEPT 8" PLATE .1 1 11 11 TOP & BOTTOM. 1611 TYP -v--711\==ti::::;;;==L' ·l-~:.::::_ ________ 7 I I I I I I I I I I I I I I II T : : 4x6 SILL BEAM ----i I I e --+1 -i-1 --4x4" POST I L.-------_____ lJ: --------..1----------------------------- l 2" 1 BRACKET Z2 PLAN VIEW ~==SCA::::LE:::::6='=1='-0::::" =================================== -----.--....10.J----- ,. 9" ,. • ' . ' . " • I I Z1 BRACKET BEYOND I I I I • I I I Li"PLATE7 I . I "' ' (0 0 -. • "' "c I ~ 1.;v., ' ~'o ~~ "' . , ~ I t ,. 23/4' 1 1 1/4" I • . . I . • " I I ----------------------______________ ...l 4x6 SILL BEAM ' T 4x4 POST '---------5/8' PLATE PER STRUCTURAL BRACKETZ2 @==SCA:::L:::E:6="==1,=-0.================================ I I I I I I I I I I I I I I I I I I I I I I ~4x6SILLBEAM I ~~•,.--Y1 BRACKET I : NOTCH 4x4 POST TO ACCEPT j" PLATE. ~r------•~-t:~~-=--=-==~f------------------------- 1 I I I I I I I : : : :--NOTCH 4x6 SILL BEAM TO ACCEPT j• PLATE '" TYP -t+-----+-+.,c...._. t I TOP & BOTTOM. 16 11 I I I I I T __ 4x6 SILL BEAM --, I I I I I I I I I I I I I I I I I I I I I I -+1-i-1 --4x4" POST ---______ j_J: • I I IL L ..L.-------------------------------------l 2" 'I l 'I BRACKET Z2 PLAN VIEW (§ESCA=L=E:6="==1'-0="======================~==~========;;;;;;;;; -------... i---'0.J--------- 1 I I I I I I I I I I I I I I I I I I I • "' r I I L--------- I I • I I ' I I I I I I I I I I I I I I I I I I I I I I ------------------ 11" I I 72 BRACKET BEYOND I I I Li"PLATE7 I I I I I I I I ~I 0 -,: oo 1:: ~-7:.,, ,,>-0 •• ~<?-I I ~ ~ 23/4' 11/4" ,. • • -------~· ___________ j 4x6 SILL BEAM • T 4x4 POST L--------5/8" PLATE PER STRUCTURAL BRACKETZ1 ®EsCA=L=E:6="==,,=-0.====================c;;;;;;;;========;;;;;;;;; I • .I !' ' . "' • . "' ,. JOYCE JAMES GREENHOUSE 3931 GARFIELD ST. CARLSBAD, CA 92008 jUilllQU ARCHITECTS 2211 ENCINITAS BLVD, STE 200 ENCINITAS, CA 92024 760-518-5353 andrew@juneauarchitects.com juneauarchitects.com ARCHITECT LICENSE: C31832 SCOPE OF WORK: 368 SF SINGLE STORY ACCESSORY STRUCTURE SHEET INDEX: REVISION 1: REVISION 2: REVISION 3: REVISION 4: KEY MAP /ffjA~~ f. s,?~.,...,,. ~<';.. ": 1, :i~ 61'a32 ~-4 '~<!),:" ~ 1/ \ ,__.... 2019 ~ '/ ~°'~~ DETAILS A8.2 DATE: November 20, 2019 18 GAUGE SHEET METAL-~ HANGING BASKET BRACKET ~~ ~ ------------<~~ CHAIN LINK PAINT TO MATCH 'I STEEL STRUCTURE ~ ~ ;~ STEEL WIRE HANGING BASKETW/ ---4t,l COCO LINER. PAINT TO MATCH STEEL STRUCTURE INTEGRATED CABLE BRACKET & HANGING BASKET BRACKET ®=SCA::::;::::LE:;::::;;::::,;::::,6";::::,=:;;;;1-=0,==========;;;;;;;:;:;;;;:;;;;====:::;;;:::;;;:::;;:;;;:::;;:::=:;;;:::;;=:::=::=::~ L 4x6UPPER CHORD BEYONDl 4x6 RIDGE 11/4" Li'PLATE7 / ,in TYP v--f..-_,;',,,,,,,,, I I I I I I I I I I WELD ON j" Mf1CHINE BOLTS TO TOP CflORDS-J!._1_:9.:._11_6'_' -I- TO ACCEPT U~PER CHORD BRACKET I I KING POST WfjERE OCCURS. WELD --- KING POSTT0:UPPER CHORDSfi" WELDS I I I I I I I I 3/4" GABLE END POST TO UPPER CHORD BRACKET FRONT ELEVATION 0~~~~~======~======:;;;;:;;;;::; BARTO ACCEPT CHAIN LINK-----------------------------<i 18 GAUGE SHEET METAL ----l-+--__. HANGING BASKET BRACKET j• PLATE ----Jl-t--::::.---- 4x4 ro: __ 1 ____ -+-tL~ Jr--------------, r I I I I I I I I I I I I I I I I I I I I I f---...j..,i,=:._-------------, I I I I I I I I I I I I I I I I I I ! I I I I I I I I L---H----' I L--------________ J L 4x6UPPER :ORDl "' --N . ~ r-- "' \ \ 1 1/2" f2 GABLE END UPPER CHORD KNIFE PIJ\TE SIDE ELE. 0~:::S:::CA:::L:::E:=:=6":::=:::1-='0"================~========~ GABLE END POST BRACKETS@ HEADER PIJ\N @~S:;;;;CA:;;;;LE::;;;;· ;;;;;;;:;6:;;;;" =:;;;;1-='0"=:::=:::=:::=:::=:::=:::=:::=:::=:::=:::=:::=:::=:::=:::=:::=:::=:::=:::=:::=:::=:::==::=::=== 2· u 4x6 UPPER I CHORD ' I 3/8" UPPER CHORD BRACKET \ ~ 1 5/8" 1 5/8" ' -,_ ,, . • -. I" MACHINE BOLTS --0 3/8" Fq)STTO UPPER CHORD BRACKET '----PER STRUCTURAL -..... I I I I I I r-,_ __ _r-1 I I I I 4x4 POST I I I I I I I I L_.r--7._J I I I I KN IFE PLATE BEYOND I I I I I I I I I I I I I I I I I I I I I L __ ...J GABLE END POST TO UPPER CHORD 0~~~:~E~:C~K~~ .. ~~ 1 ~~ 0 ~~0~N~TEL::::E=VA~J,::;::;IO=N=========== \ \ UPPER CHORD KNIFE PLATE BEYOND• .. ---c,,L----, \ \ L 4x6UPPER ('b 1"> I I I I I I I I , : ~ I -I N I 'L..------------: 4" I I I I I 1 1/2" \ \ \ \ \ \ \ \ \ \ \ \ \ \ CHORDl \ \ \ \ \ \ \ \ \ \ \ 1/ //_,! ______ L-_-_J_---~------'--PLATE FROM UPPER CHORD BEfllNI , / PLATE FROM POST "' ' L i~ 4x4 POST 7-"--1---'"ic-~~ GABLE END POST TO UPPER CHORD BRACKET SIDE ELEVATION 0=-f CALE: 6" = 1-'0" JOYCE JAMES GREENHOUSE 3931 GARFIELD ST. CARLSBAD, CA 92008 JUillWlL ARCHITECTS 2211 ENCINITAS BLVD, STE 200 ENCINITAS, CA 92024 760-518-5353 andrew@juneauarchitects.com juneauarchitects.com ARCHITECT LICENSE: C 31832 SCOPE OF WORK: 368 SF SINGLE STORY ACCESSORY STRUCTURE SHEET INDEX: REVISION 1: REVISION 2: REVISION 3: REVISION 4: KEY MAP ~ I$,!<.;~'<'""'\ J ,/~'<';_,, //-.15-9 ef,a; .,..,. 1.,, ,a32 "'W i -~" ~ I ~~ ... \ 2'11~£ f ~ OF" c,,,.). ,o 'fl DETAILS A8.3 DATE: November 20, 2019 JOYCE JAMES GREENHOUSE 3931 GARFIELD ST CARLSBAD, CA 92008 jUl1llQU ARCHITECTS 2211 ENCINITAS BLVD, STE 200 4x6 VALLEY CHORD _j ENCINITAS, CA 92024 760-518-5353 andreW@juneauarchitects.com juneauarchilects.com 3/8" 4• ARCHITECT LICENSE; C 31832 SCOPE OF WORK: 368 SF SINGLE STORY ACCESSORY STRUCTURE SHEET INDEX: 4x6 RIDGE BEAM_J 4x6 UPPER CHORD REVISION 1: REVISION 2: REVISION 3: REVISION 4: KEY MAP s'<-o ARc~ .£!~~<\>-, J 't,; ~\ ill".✓ , 1832 ;;k , I -~~ "'1 '.~ --w201• ,£;- ~oi:-c~{)"" DETAILS A8.4 DATE: November 20, 2019 I - I ...... I\) / 12 00 - / / / / / 141 -------::::----';,l<f-(----- C I BI NOTES: 1.) CONCRETE FOUNDATIONS SHALL BE MINIMUM 2000 PSI CONCRETE @ 28 DAYS. 2.) SEE SHEET S3 FOR FOUNDATION & FRAMING DETAILS & MINIMUM SPECIFICATION@ ALL CONNECTIONS. ' ' "' ' ' w - 0 0 "' 0 ' :0 ' l\:l "' ' ' "' ' ' >< 121A I 0 p ~ _J )> LJ OJ r I I m CJ) I I I I A 3.) THE NEW FOUNDATION DESIGN ALLOWABLE SOIL BEARING FOR THIS PROJECT SHALL BE ASSUMED TO BE A MAXIMUM 1000 PSF WITH CONVENTIONAL CONCRETE FOOTINGS INCLUDING SHALLOW MINIMUM DEPTH ISOLATED REINFORCED CONCRETE PAD TYPE FOOTINGS. FOUNDATIONS SHALL BE DESIGNED AS REQUIRED PER THE MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA RESIDENTIAL CODE (CRC) AND ALL APPLICABLE ORDINANCES AS CURRENTLY ADOPTED BY THE CITY OF CARLSBAD, CA. ADDITIONALLY, FOR THE PURPOSE OF THIS PROJECT, IT IS ASSUMED THAT THE TOTAL AREA OF THE STRUCTURE SHALL NOT EXCEED 500 SF WITHOUT A GEOTECHNICAL (SOIL) REPORT AS REQUIRED BY THE CITY OF CARLSBAD. 4.) ASSUMING, AT THIS TIME A GEOTECHNICAL (SOIL) REPORT IS NOT REQUIRED, PLEASE BE AWARE; AS REQUIRED BY CITY OF CARLSBAD, IF ANY UNEXPECTED DETRIMENTAL GEOTECHNICAL CONDITIONS ARE DISCOVERED DURING CONSTRUCTION, THEN A GEOTECHNICAL (SOIL) REPORT MAY BE REQUIRED BY THE CITY OF CARLSBAD BUILDING INSPECTORS -TO BE PROVIDED BY AN INDEPENDENT CONSULTANT CONTRACTED DIRECTLY WITH THE OWNER. IF A FUTURE GEOTECHNICAL REPORT IS REQUIRED, THEN A REDESIGN AND ADDITIONAL FEES MAY BE REQUIRED BY ENGINEER. 5.) ALL FINISH & ENCLOSURE DETAILS SHALL BE PROVIDED BY THE ARCHITECT & CONTRACTOR OF RECORD, INCLUDING BUT NOT LIMITED TO, THE PROPOSED EXTERIOR GLAZING & DOOR SYSTEMS WITH ATTACHMENTS AS REQUIRED PER ALL APPLICABLE CODES AS PREVIOUSLY MENTIONED HEREIN. I ------------------------ - (!J ~ z ffi <C ~ (!J ~ REVISIONS 05/08/18 PRELIMINARY SET 05/16/18 CONCEPT DRAWING SET 10/30/19 PERMIT SUBMITTAL I\ -/--/-FIELD L:::..'.,. REVISIONS file no: 1802S1 T I T L E FOUNDATION PLAN * * PROJECT NO: 1802.00 DATE: 10-31-19 BY: C. GANG SHEET S1 - I 3 2 "'k I Cl ,-<..: I I I I I I I -1 I I ~~I I I I r I I I I' 5 53 5 53 DOOR1 I ,,_:7 I \ ,,,,,, I 1 I -----, ,, I ------□ I I I C NOTES: 1.) STRUCTURAL STEEL TUBES SHALL BE ASTM AS00 GRADE B OR BETTER AS FOLLOWS -[TC-00] 4 X 4 X 1/4" COLUMNS (12 TOTAL) -[TK-00] TS 4 X 4 X 1/4" KING POST (2 TOTAL) -[TB-00] TS 6 X 4 X 1/4" TYP. HEADER BMS. (9 TOTAL) -[TH-00] TS 8 X 4 X 1/4" LINE 3 DOOR BM. (1 TOTAL) -[CT-00] TS 6 X 4 X 1/4" CROSS TIE BMS. (2 TOTAL) -[TL-00] TS 6 X 4 X 1/4" LOWER EDGE BEAMS (12 TOTAL) -[GH-C0] TS 6 X 4 X 1/4"@ 'GABLE END FRAME1 BOTTOM CHORD EDGE BM.(@ 2 FRAMES TOTAL) -[GH-C0] TS 4 X 4 X 1/4"@ 'GABLE END FRAME1 SLOPED TOP CHORD(@ 2 FRAMES TOTAL) -[GH-C0] TS 4 X 4 X 1/4" 1GABLE END FRAME 1 CENTER KING POST WEB MEMBER(@ 2 FRAMES TOTAL) -[RB-00] TS 6 X 4 X 1/4" RIDGE BMS. (2 TOTAL) -[RR-00] TS 4 X 2 X 1/4" TYPICAL RAFTER (24" o/c) -[RH-00] TS 4 X 2 X 1/4" TYPICAL HIP (2 TOTAL) -[RV-00] TS 4 X 2 X 1/4" VALLEY BM. (1 TOTAL) 2.) ALL "X -BRACING 11 SHALL BE MIN. 1/4" DIAM. CABLES W/ TURNBUCKLES & EYEHOOKS AS REQ1D. Gable Frame 2 GH-C2 3.) SEE SHEET S3 FOR FOUNDATION & FRAMING DETAILS & MINIMUM SPECIFICATION@ ALL CONNECTIONS. 4.) ALL FINISH & ENCLOSURE DETAILS SHALL BE PROVIDED BY THE ARCHITECT & CONTRACTOR OF RECORD, INCLUDING BUT NOT LIMITED TO, THE PROPOSED EXTERIOR GLAZING & DOOR SYSTEMS WITH ATTACHMENTS AS REQUIRED PER ALL APPLICABLE CODES AS PREVIOUSLY MENTIONED HEREIN. ' 0 5.) ALL PLAN DIMENSIONS, INCLUDING HORIZONTAL & VERTICAL CONTROLS SHALL BE VERIFIED BY THE ARCHITECT/CONTRACTOR. 6.) ALL STEEL FABRICATION DIMENSIONS SHALL BE VERIFIED BY THE ARCHITECT/CONTRACTOR & STEEL FABRICATOR, INCLUDING EXACT REQUIRED CONNECTION DIMENSIONS & AS BUil T FOUNDATION LOCATIONS, PRIOR TO FABRICATION. 7.) ALL WELDS SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH A.W.S.SPECIFICATIONS, LATEST EDITION. WELDING SHALL BE COMPLETED IN AN APPROVED CERTIFIED SHOP. ALL FIELD WELDING SHALL REQUIRE SPECIAL INSPECTION. c., z <C c., C, z a: LJJ LJJ z C, z LJJ REVISIONS 05/08/18 PRELIMINARY SET 05/16/18 CONCEPT DRAWING SET 10/30/19 PERMIT SUBMITTAL I\ -/-/-FIELD /:::_j,REVISIONS file no: 1802S2 T I TL E ROOF FRAMING PLAN * * PROJECT NO: 1802.00 DATE: 10-30-19 BY· • C. GANG SHEET S2 3/8" PLT. W/ 2-5/8" M.B.s TYP. RIDGE CONNECTION 1/4" CAP PL T. @EA.END TYP. TYPICAL DETAIL RAFTER @ RIDGE 4 1802S3 S3 TYP.@ T.S. FRAME h3~/16;,v-~J +--- 3/16 T.S.6X41/4" ., 11 ! ]I 1, :1 P 1 ..h.--'-I -L.-...L ,C------------110'------------=>1 ELEVATION@ GABLE END FRAMING BEAM/TRUSS@ LINE C 1802S3 S3 T.O. POST SIM. TOBOT. @ 1/2' PL T. @THRO. -,!..------- / i " --s ~+_s / • , " 0 -i, t-/..J....j...L 55~eu I ! ,. ~ I rn@ ~ )j c 4" T.S. COL. WI 1/2" TOP PL T. -~-~11" X 4" X 1/2" T&B PL T. W / 5/8" DIA. (A-307) I _J_ I THREADEDANCHORS&HEXNOTW/STND.WASHER 3/16 j,E-1 114" i TO STL 8'-0" H~b6$y-v ... + STUDS 3/16 1---~'.'.'.:=j:::::::::=i_3/8" PLT. X 3-1/2" SQ.@ "Y'' CABLES SEE DET. 7/83 FOR TYP. NOTES & SPECS. KING POST DET. @LINE 8&2 CROSS BM. TO RIDGE BM. 1802 3 S3 7 TYPICAL DETAIL HDR. BMS. TO T.O. T.S. COLS. +8'-0" T.O.PLT. NTS 3 NTS 3/8" PLT. W/ 2-5/8" M.B.s TYP. +8'-0" ----------T.O.PLT. 3/16 1802S3 S3 X vc.O.COL. ,, " 0 ,, ,i 0 0 [, ,, 0 0 Zl r-O.COL. n-r I I I 0 0 ,, ,i I y 1 vc.o. COL. Y2 ,, ,, 0 ,, ,, 1, ,, 0 0 I Z2 vc.o. COL. ~ 11 -- 1 -----1, ,, 0 0 I I I TYP. DET. RAFTER @EDGE BM. 5 TYP. COL. BASE PLT. DETAILS. 1802S3 NTS S3 1802S3 S3 4-5/8" DIA. X 1'-4" LG. A.B's (A-307) W/ DBL. NUTS & STND. WASHERS (HOT DIPPED GALV.) @ 5/8" X 11" X 11" BASE PLT. ---.-~-- OVER MIN. 1-1/2" NON-SHRINK DRY PACK (ALTERNATE ANCHORAGE: SEE SIMPSON 11SET-XP" EPOXY NOTES HEREIN BELOW.) PROVIDE FORMED FINISH @ EXPOSED TOP ONLY (PER ARCHITECT) ----1 n NTS 8 r-O, COL. NTS 6 3/16 .e . ..., ....., "" "'=: ....., "" '>a; ½ c::, "" "" "' "-, "" '>a; ....., <:.., SC, "" ½ --a "' ....., "" <:.., ""' <:.., CJ z <C CJ 7 E 8 ..,. .. ~ E Z N Cl 0, @ < ..... ><l:Nx a: CJ II) ..,. T'" N w •o,c, _,J U) I C ..I <t ·-o:i: 1-"' ~ -..-"' CJzu,"' C")-.c u, CJ C ·c, u,Zu, c ,-L1J t,.. CP CJ z a: LU LU z CJ z LU REVISIONS I 05/08/18 PRELIMINARY SET 05/14/18 CONCEPT DRAWING SET 10/30/19 PERMIT SUBIIIITTAL /\ 00/00/19 PERMIT /-\ REVISIONS A -/-/--FIELD REVISIONS file no: 1802S3.FP3 --------------------- ,, l I ' ..le--'- T.S. 6 X 4 1/4" ' ,, --------------12'-------------~ SEE DETAIL 3/S1 FOR TYP. NOTES & SPECS O)_ +8'-0" --T.O.PLT. 6" MIN. m~ s:- OJ ;z mo Om ~""CJ m -I ZI -lo "'Tl I 0 = 4" 1 '-0" H+-1+ I ; -+ -f-=r 11" SQ. 3/16 PLAN @ BASE PL T. SEE DET. 6/S3 FOR VERT. CONNS. PL T. CONFIGURATIONS "X"-BRACED CABLES W/ TURNBUCKLES (SEE PLANS FOR COLUMN LOCATIONS.) TUBE STEEL (T.S.) PERIMETER LOWER EDGE BEAM W/ T I T L E DETAILS l_ __ P-----¥---<---===s===11 ) 2-5/8" DIAM. (A-307) M.B's W/ STND. WASHERS & HEX NUTS (SEE PLAN & 6/S3 @PERPENDICULAR SM'S.) * * * * -I -< -uw --=~c---3" MIN. CLR. TYP. PROJECT NO: ~---3+---2'-6" MIN. DIA. CONG. FOUNDATION W/ 1802.00 4-#4 VERT. & 3-#3 TIES MIN. @18" o/c DATE: = **ALTERNATE ANCHORAGE: ANCHOR BOLTS NOT CAST IN P CE SHALL BE PLACED IN 3/4" DIAM.12" DEEP DRILLED 1 Q -3 Q -1 9 HOLES FILLED WITH SIMPSON "SET-XP" EPOXY PER ICC-ES ESR-2508-MINIMUM EDGE DISTANCE 1-3/4". BY ANCHOR BOLTS SHALL A-36 GALVANIZED OR STAINLESS STEEL THREADED RODS OR BETTER. : C. GANG ~---------------------------------~-s::-1~**=S~P=E~Cl~A=L~IN=S=P=E~C~Tl~O~N~R~E~Q~U~IR~E~D~@;;a..,...;A=L~L=E=PO=~=ED;;.,,;;;B~O=LT......,.PLA==C-E=M=E=N~T=·**~---------------~~ s HEE T ELEVATION @ GABLE END FRAMING BEAM/TRUSS @ LINE 1 2 TYPICAL DETAIL @ CONCRETE COLUMN FOOTINGS 1 1802S3 NTS 1802S3 NTS ~ S3 S3 ~ NEW GREENHOUSE (12)-EXIST. CONG. FOOTING PIERS (SHADED) -_ .-. ~ (12)-REPLACEME FOOTING PIERS : ~ASHED LINES) : :~::: : : : :~: ~ s· ->~l<-- 1 REQ'D. SETBACK IL I - I 3' SETBACK PER VARIANCE REQUEST (5' REQ'D. SETBACK TO B E REDUCED) 0) . : . : .. ' : : . .. . \ \ Decks @ lsl I I I & 2nd Level ). J_ I I I .... VARIANCE REQUEST 'SUMMARY TABLE' 6000 SF SITE LOT AREA R2 (1-SINGLE FAMILY RES.) PROPOSED USE: EXISTING (1 )-SINGLE FAMILY RESIDENCE W/ ADDITION OF NEW (REARYARD) PLANT STORAGE/GREENHOUSE ACCESSORY STRUCTURE 1048 SF EXISTING 1 ST LEVEL FLOOR AREA 1544 SF EXISTING 2ND LEVEL AREA 2592 SF TOT AL HABIT ABLE FLOOR AREA 250 SF GARAGE AREA 902 SF EXISTING 1 ST LEVEL DECK AREA 656 SF EXISTING 2ND LEVEL DECK AREA * 2200 SF EXISTING RESIDENCE LOT AREA COVERAGE 368 SF NEW ACCESSORY (GREENHOUSE) STRUCTURE ( LOT AREA COVERAGE 2568 SF TOT AL LOT AREA COVERAGE 43% TOTAL PERCENT OF LOT AREA COVERAGE (2568 SF/6000 SF= 0.428) 1201 ---------------------------------~ ' "---· • ,,,,,,.-·-..:.,. ' '< .... : : : : : : : . : . '.: ' Deck @ 1st . & 2nd Level 'I " : x. SINGLE CAR -✓~✓:/,."'GARAGE I --..____ ' .. : . I ' I --..____ I . . . ' . . . . / / : . t t t t t =::: :: ~ ~u: -.,,,. ,,,, _______________ _L -------..... .::::, JAN 2 g 202~ ClTY OF C.t-,RLS3i\D Pl.}\Nl'Jll'<J,S .sr;;s1::-]' J --I. 20' ------=l\)~-..::::,.i DRIVEWAY :ti m 0 -C • It I l-l------------------------------------------------------------------------------~;---t--~ CJ! m )> (') ;ill\ EXISTING APPROX. 35 1+ CANOPY @50+ YR. OLD 'QUERCUS AGRIFOLIA' (COAST AL LIVE OAK) TREE (NATIVE DROUGHT TOLERANT SPECIE RECOGNIZED !~ ... COASTAL CALIFORNIA FOR PROTECTION ATTENTION. ~LEASE MINIMIZE ROOT DISTURBANCE/DAMAGE.,,.,., FOR VARIANCE SUBMITTAL REFERENCE PERMIT/PLAN CHECK #CBR2019-3167 PLAN NORTH (NTS) C, z a: w w z -C, z w REVISIONS 01/28/20 PRELIMINARY SET 00/00/00* * ~ 00/00/00* * I\ -/--/--FIELD ~REVISIONS file no: 1802C1 T I T L E NORTH SIDEYARD SETBACK VARIANCE SITE PLAN PROJECT NO: 1802.00 Y, DATE: :01-28-20 BY: G N C. A,G :S H E ET C1