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HomeMy WebLinkAbout10181289_2145 W. BORCHARD - Plan' ROOF CALCS D.L.COLD ROOF = 1.0 PSF SHrG. 1/2" =1.5 T&G =1.5 ROOF RAFTERS =2.0 BEAM HEADER =3.0 MISC =1.0 TOTAL D.L. =10.0 LL APPENDIX 1 [1104.1] =10.0 TOTAL LOAD =20.0 LOADS FOR R.R @ 16"ok: SPAN=16'-0" WLL 10 x 16/12 =14.0 #/FT WDL 10 x 16/12 =14.0 #/FT 2 M = 28 x 16 /8 = 896 #-FT 896 x 12 Sr = = 9.83 < 13.14 O.K.875xl.25 6 x 896x12 fb = = 765 psi < Fb = 875 psi o.k.1.5x7.52 L 16 x 12 =I .-0.8" 240 240 USE: 2x8 R.R @ 16"ok SEE COMP. PRINT OUT 1/rt MOA,13 r'®f69170 /1 19 * Exp. 06-30-1*7%+..23%·002: AH Consulting Engineers 2500 W. Orangethorpe Ave. Suite 120 Fullerton, Ca. 92833 PH (714)-626-0720 FAX (714) 626-0719 COMPANY NAME ISELA SANCHEZ JOB TITLE ATTACHED-OPEN PATIO 2145 W BORCHARD Ave. PAGE(S)C-1 JOB ADDRESS SANTA ANA, Ca. 0RAWN BY: GREG DATE 05-5-14 JOB #14023 THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED WITHOUT THE CONSENT OF GILBERT HERNANDEZ P.E. LOADS FOR HEADER: SPAN=10', T.A.=8' WLL 10 x 8' =80.0 #/FT WDL 10 x 8' =80.0 #/FT M =160 x 1018 = 2000#-FT 2000 x 12 Sr =1200xl.25 6 x 2000x12 fb =3.5x9.52 16.00 < 30.66 O.K. 456 psi < Fb = 1200 psi o.k. L-10 x 12 240 -240 0.5" USE: 4x8 DF-#1 SEE COMP. PRINT OUT WIND DESIGN FOR OPEN BUILDINGS w/MONOSLOPE ROOF: PER [ASCE-7, 6.5.13.2] qz = 0.00256 Kz Kzt Kd VI Kz = 0.70 [T-6-31 Kzt =1.0 EXPOSURE "C" Kd = 0.90 [T-6-41 WIND SPEED = 110 MPH V 2 = 110 = 12,100 I = 1.0 [I[ T-1-1] qz = 0.00256x0.70xl.0x0.85x7225xl.0 qz = 18.43 G = 0.85 Cn = 2.7 FIG 6-18A p = qh G Cn p = 18.43 x 0.85 x 2.7 gROFESs/ = 43.0 psf 3*lm 11 CE No 69170 /1 jg 11 F=43 psf x3= 127 #/ft *06-30« * OF CAL\U AH Consulting Engineers 2500 W Orangethorpe Ave. Suite 120 Fullerton, Ca. 92833 PH (714)-626-0720 FAX (714) 626-0719 COMPANY NAME ISELA SANCHEZ JOB TITLE ATTACHED-OPEN PATIO 2145 W. BORCHARD Ave. PAGE(S)C-2 JOB ADDRESS SANTA ANA, Ca. 0RAWN BY: GREG DATE 05-5-14 JOB #14023 THESE DRAWINGS AS INSTRUMENTS QF SERVICE ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED WITHOUT THE CONSENT OF GILBERT HERNANDEZ P.E. f i ff , SEISMIC ANALYSIS: [ASCE 12.8.1]V = CS X W CS= [ASCE 11.4-4]Sds = [ASCE 11.4-11 Sms = [ASCE Fig 22-3] [ASCE T-11.4-11 Sds = CS= Sds (R/I) 2 x Sms 3 Fa x Ss SS = Fa = Sms = 2 x 1.316 3 Sds (R/D 1.316 1.0 1.316 x 1.0 = 1.316 = 0.87 [ASCE T-12.2-1]R=1.5 I =1.0 CS= 0.87 (1.5/1.0) 0.58 N = 10 psY 1 = 0.58 x 10 psf/1.4 = 4.2 psf X-DIRECTION: W = 4.2 x 42 = 176 #/ft F = 176 x 16/2 = 1411 # 1411 #/5 POST = 282 # POST DESIGN: M = 282 x 7' = 1,976 # ft 1976 #-FT x 12 Sr = 1200xl.25xl.1 SEISMIC FACTORS: Sl = 0.57 Ss = 1.316 SDS = 1.0 Longit. = - 117.8979 Lat. =33.079 14.37 USE: 4"x6" POST DF-#1 S = 17.64 CONN. @ FNDN/POST DESIGN: 1976 #-FT x 12 C=T = 5.5 4,311 # 06-30-1 USE: "CBSQ66-SDS2" w/(14)-SDS 1/4"x2" SCREWS 14\ CIVIL / 1 Cap = 6855 # > 4311 # o.k.46*f AH Consulting Engineers 2500 W. Orangethorpe Ave. Suite 120 Fullerton, Ca. 92833 PH (714)-626-0720 FAX (714) 626-0719 COMPANY NAME ISELA SANCHEZ JOB TITLE ATTACHED-OPEN PATIO 2145 W BORCHARD Ave.PAGECS) (-3 JOB ADDRESS SANTA ANA, Ca. DRAWN BY: GREG DATE 05-5-14 JOB #14023 THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED WITHOUT THE CONSENT OF GILBERT HERNANDEZ P.E. FOOTING DESIGN: PER SECTION CODE CBC 2013: [APPENDIX I SECTION I 104.2] (10x16x42/2)/5 Col. = 672 # per col. 672 # < 750 #o.k. TO USE SLAB KNEE BRACE Calcs.: HEADER PER PLAN 6x6 KNEE BRACE w/(1)-5/8" Dia. THRU BOLT w/. WASHER & NUT 11 t1 0 == TYPICAL ALL POSTS SIMPSON STRONG TIE "CCT" COLUMN CAP OR "CC' with "GLT" POSTS PER PLAN Force = HB = 282 # 282 # x 8' X 2 1595 # As = 0.9xlx0.8x24000 USE: 1/2" Dia. THRU BOLT, WASHER & NUT Exp. 06-30-14·' As = 0.19 > 0.10 o.k...I-(-F-Ce/trill. AH Consulting Engineers 2500 W. Orangethorpe Ave. Suite 120 Fullerton, Ca. 92833 PH (714)-626-0720 FAX (714) 626-0719 COMPANY NAME ISELA SANCHEZ JOB TITLE ATTACHED-OPEN PATIO 2145 W. BORCHARD Ave.PAGECS) C- JOB ADDRESS SANTA ANA, Ca. 0RAWN BY: GREG DATE 05-5-14 JOB #14023 THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED WITHOUT THE CONSENT OF GILBERT HERNANDEZ P.E B C = 1595 # 6' = 0.10 sq. in. A 11 0/ e 1/ AQ17n XX .- 833 ARCHiTECTURAL STRUCTURAL ACCEPTED FOR CONSTRUCTION SEPAFATE PERMITS ARE QF.Ol!!RED· FORELE©121© U, PUDE..23%.8 & t.©ECEAWFCAL PLAMS IThis set of E lans and specifications must be trept on the {ob l at all times and it £ uniawiu;W MUM -9 - · 4 rhnoritiAR Of alterations in same without written permission from the City of Sam i Ana.- 13 A Cfck 9472_9 - The accept ince of this plan and specifications SHALL NOT !be held to i Brmit nor be an approval of the violation of any 'provisions 01 ANY City Ordinance or State Law. -' Data - Accepted By 1276FSAN¢A ANA APPRC -r,-141 Date lesubd -----u--m.AP·------·-"=„2-7/PLANNING I 1 MA81-ER 1,0.-=-2N-ZE j FRO 90 .5£17 07,07-7 4 PLAANER-I-.0, ¥2-0 e TRANSFERRED BY_ 11 144/- ELANNING INSPECTION RE ROUGH FINAL_ 0 /1 25/ 0270 LE X -l NAME e f0 RETAIN PLANS FOR FUTUI SUBJECT TO ITEMS CHE 9 BELOW: ' PERMHTYPE: 13 INTERIOR T{ ONLY iD 13 NO EXTERIOR ALTEF - 3 ALL MATERJALS TO f4 Pi66) ti.EC:- PL.Ba -4 J SCREENING REQUiR Inru nAADING C] SUBMIT LANDSCAPE ·z©Lo £0 \1 1 0 40 1 NO 16&w' i .... - ._.. . PERWIT#-UiL».__OCCD. GROUE__-_.-·-| CON STR. TYPE__MU CODE EDITION .-Ir 1 FLOOD ZON L-------l- FLC,OD ZONE CERTIF. RECD YES 1==1 I MK:ROPILM YES I P | R;,DIANT BARRIEERIEOL-ZES-'ESDENTIAL DEUE-_2mt CO}4DmONS: N W Wah.y, 0-84¢&4.- liEEE._==_=._24_51 D L,j L A L ra 1 A .>ZZ 1,1,11,1,11,1.11,111,1,1,1.,1.1.1 .11 , :,1#211191:111:11211111111!1111:11!1,1, EXISTING RESIDENCE '- ''1111:111:1111111111#ill': '111,11,11,1,111'll'.11.- /U ./*/Ittli'l!' * 1;\. ,1.1.i::!1:l!:t,. E 43: 8 2 02 4- \M \» \ e./0/ I .\\ .*122221.. £1*1€522&__21. TYPE OF CONSTRUCTION: VB OCCUPANCY GROUP:R.3 FIRE SPRINKLERS : NO SCOPE OF WORK:ATTACHED SOLID ROOF-OPEN- PATIO NOTE: " THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS SOIL PARnCULATE, CONSTRUCnON WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCnON SITES OR BY CONSTRUCTION ACnvinES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM.' GENERAL NOTES 1. ALL CONSTRUCTION SHALL COMPLY WITH CBC 2013, CMC, CPC & CEC - RELOCATE (E) - ELECTRICAL METER TO ONE SIDE OF THE HOUSE ON "EDISON APPROVAL" /33 LS.3) DIVISION 1 2 1 p..,1- -0 ED DATE_..6-/6/ - DATE--CE - CO :QUIRED: N NONE_*_r-Ph C S37 RE REVISIONS.:KED AND CONDITIONS S 3 2. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AT THE JOB SITE 3. LIVE LOAD DESIGN FOR PATIO COVER APPENDIX C31 (DIVISIONIII) IS 10 PSF 4. ALL METAL CONNECTORS SHALL BE SIMPSON STRONG TIE. 5. ALL LUMBERS DOUGLAS FIR LARCH #1, REDWOOD OR BEITERi 1 6. CONCRETE FOOTING SHALL HAVE A MIN. COMPRESSIVE-S:FRENG*14- - OF 2500 PSI AT 28 DAYS.1 ARCHNECT-PE :AL 81 7. ALL WOOD BEARING SHALL BE PRESSURE TREATED IF BEARED ' ACCEPTED FO:, 2 CONON CONCRETE BAD OR NEAREST TO EARTH. ALL 2x LUMBER SHALL BE DOUGLAS FIR LRCH #2. ALL OTHER LUMBER TO BE DOUGLAS FIR LARCH #1. ALL METAL CONNECTORS SHALL BE SIMPSON sm#MERM*TE PElur $ ARE ALL WOOD BEARING ON CONCRETE SHALL 016*350@61-mE*KELAERM ge & * ALL REBAR PER ASTM A615 GRADE 60 MIN. This set of plans and SpMi Ications d at all times and it Is unlawfu! to iterations on same withot writted City of Santa Ana. The acceptance of this plai and spe le held to permit nor be ar approval grovisions of ANY City Orditance or 3 r-+ 4%8 DF-#1 HEADER r--1 4 x 8 DF-#1 HEADER r--1 4x8 DF-#1 HEADER IMI 1¤1 IMl L--J L_-J L--J W ¥ r--i 4 x 8 DF-#1 HEADER 11--1 I.I IblAlMeNS/MODIFICATIONS J u·\ A l.,M c NSTiNG 0£NO 17 Accepted By ED PLANS SEISMIC FACTORS:CITY OF SANTA , 4-Sl = 0.57 1-Datalm,9. 1' 8 1' (*C> PAFF<t Ss = 1.316 40' 47 / |7'14422 )SDS = 1.0 a Longit. = - 117.8979FRAMING & FOUNDATION PLAN SCALE: 1/4" = 1 -On Lat.33.079 THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED WITHOUT THE CONSENT OF GILBERT HERNANDEZ P.E. 110 M.P.H. AH Consulting Engineers 2500 W. Orangethorpe Ave. Suite 120 Fullerton, Ca. 92833 PH (714)-626-0720 FAX (714) 626-0719 AF,@§3£-9 COMPANY NAME ISELA SANCHEZ JOB TITLE ATTACHED-OPEN PATIO 69170 2145 W. BORCHARD Ave. JOB ADDRESS 06-30-14 SANTA ANA, Ca.Up\EXP. \42< CIVIL 4 DRAWN BY: GREG A. PAGE(S)S-1 1 VY DATE 05-5-14 JOB #14023 ,\? : t /' EXISTING ONE STORY RESIDENCE \ TYP. /7 \ 43/ i RAFTERS PER PLAN \ . I , :111/1/1/ liill /1/i10/1/1/1,1/1 21 0 19-31 | HEADER PER PLAN n TYP. 1 1 NEW SLAB-ON-GRADE 1' RUC, STRI, 1" -4" MIN.LCHAN lust be permld n n 4 CONC.SLAB vi/' w/ (2)- 6*6-10/10 mash 0/6 mO. *queen & 2" SAND LEVEL BED ON TOP AND BOTTOM OF VISQUEEN 4)(6 POST OF-#1 TYP. 1" /31-r,p. Z li % |18" WIDE'*(3)-#4 EA.WAY |18" WIDE|I18" WiDEI 11/Wild |18" WIDE TYP.TbrP.TYP.TYP.TYP.TYP. cificationS E CTI 0 N A-A of the V.HEADER PER PLAN - S CALE: 1/4" = 1'-O"itate Law --DaD 0 0 0 0 n 11 I1 Ls d 41' NA 4*4 KNEE BRACE w/(1)-1/2" Dia. LAG SCREWS OR THRU BOLTS COLUMN CAP PER PLAN OR DETAILS POSTS PER PLAN COMPANY NAME ISELA SANCHEZ DETAIL r-f-3 NTS C-.fY/4./'(t,f JOB TITLE ATTACHED-OPEN PATIO / 11 - 1 ...471 -L W Ve!\9.% THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED WITHOUT THE CONSENT OF GILBERT HERNANDEZ P.E. 85 M.P.H. AH Consulting Engineers 2500 W Orangethorpe Ave. Suite 120 Fullerton, Ca. 92833 PH (714)-626-0720 FAX (714) 626-0719 E,l€1910 '13fjk JOB ADDRESS 2145 W. BORCHARD Ave. 06-30-14 / V}SANTA ANA, Ca.»\EXP.».7*/DRAWN BY: GREG A. PAGE(S)S-2 of(*Ff-j-f Y DATE 05-5-14 JOB #14023 1 * ' i 42' 1'40' 15/32 PLYWD .- SHT'G 44 R.R. PER PLAN "A35" AT BLCICG 93 -CAP SHEET SEE PLAN - 16d @6" o.c - 2x BLOCKING ,..3-16d TOENAIL @ EA. BLOCKING N -2x FASCIA *- BEAM PER PLAN COL. PER PLAN -SEE EXISTING- RAFTERS (E)- 2x FLAT - - (E)-PL'AND /-16(I @6" o.c. - 4x BLOCKING (N)-PLYWD 2' = LRAFTERS PER PLAN L 3-16d TOENAIL PER PLAN @ EA. BLOCKING 17' 16' CAP SHEET w/ PEEL STICK BASE (90#) 0/15/32" PLYWOOD SEAT RAFTERS ON EXISTINGw/Bd @ 6,6,12 TOP PLATES 1/4":1' MIN. SLOPE L_ DETAIL Frju DETAIL 1 . NTS SHEAR-TRANSFER 2*10 FASCIA W 2 SIMPSON ( -,/ CAP T&G CEILING (OPTIONAL) w/8d @ 6,6.12 - 4 x 6 POST DF-#1 /31 1" 3" MIN. SIDE COVER I POST PER PLAN- . . . p.. .. ... :. .4 :..... A -BEAM PER PLAN "1=*40:..1-LF= .C R-111-NAT. dRFVL , (3)-#4 -0 TYP. CD 8 *Z 1- LU x 05 LU LU C£ M:AL 'rept 01 9 che olation 4 Z· 3% 1 - 01 3" MINIMUM SIDECOVER 118' MDEi / (2" FOR LCED TYP. 1 SIMPSON STRONG TIE SECTION 8-8 "PC46" OR "EPC" COLUMN CAP SCALE: 3/8" = 1'-O 11 4 POST PER PLAN- DETAIL FiN NTS 4-7 "CBSQ66-SDS2" w/(14)-SDS 1/4"x2" SCREWS DETAIL 'NTS /{»2 0 No 69170 N m 7 COMPANY NAME ISELA SANCHEZ 4 JOB TITLE ATTACHED-OPEN PATIO *( 06-30-14 /*/1/ I SANTA ANA, Ca. 2145 W. BORCHARD Ave.f JOB ADDRESS THESE DRAWiNGS AS INSTRUMENTS OF SERVICE ARE THE \\«EXP PROPERTY OF THE ENGINEER AND SHALL NOT REPRODUCED AH Consulting Engineers »A···-2100·*W f DRAWN BY: GREG A. PAGE(S)S-3 e WITHOUT THE CONSENT OF GILBERT HERNANDEZ P.E.2500 W. Orangethorpe Ave. Suite 120 Fullerton, Ca. 92833 PH (714)-626-0720 FAX (714) 626-0719 f_g4-7-/F DATE 05-7-14 JOB #14023 i . J 4 , 1 r . 5--7- /4 10 12 12 2 3 boocy«-- A