No preview available
HomeMy WebLinkAboutUntitled (2) City of Arcadia, CA Permit NO RALT-19-1139 ! ; i Development Services Department `,� s }Permit Type:Residential Addition/Alteration y� ,•1 240 West Huntington Drive,Post Office Box 60021 Arcadia,CA 9106&6021 i P ( { , -! , F " i.-7,4�i� r s ; r � 1 L Work Classcation -Res-Remodel r w,j' A � ifi , (626)574-5416 _ -C - ' ' ' Permit Status:Issued ARCADIA Issue.Date:06/17/20191 Expiration: Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number 1121 5 Mayflower AVE Arcadia,CA 8509004023 / Contacts t TENGIUM INTERNATIONAL LLC Owner 75 BEATTIE PL UNIT 300,GREENVILLE SC,29601-2138 r (949)325-9147 Description: REMOVE WALL BETWEEN KITCHEN AND DINING, Valuation: $ 18,674.76 Tenant EXPAND DOORWAYS BETWEEN FAMILY RM AND LIVING RM (BOTH TO DINING),REPLACE 12 WINDOWS(RETROFIT) Total Sq Feet: 0.00 Plan Check n Plan U ELECTRICAL FOR REMODEL `-- " ` - ""='"'°°� , Fees Amount Payments Amount Paid Building Issuing Fee $47.01 Total Fees $795.44 Building Permit Fees $387.55 Cash/Receipt N REC-01561-19 $795.44 Building Plan Review Fee $251.91 Cal Green Plan Check $25.20 Amount Due: $0.00 Electrical Permit Issuance Fee $47.01 Green BuildingrStandard 13.04 cOMPLETED Light Fixtures $13.04 � Outlets-Receptacles&Switches $13.04 Solid Waste Management Fee $6.25 Solid Waste Management Fee 2 $1.00 Strong Motion Inst.Program Res $2.43 CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message Total: $795.44 requesting the address,timeframe and what inspection item is needed. This permit/plan review expires by time limitation and becomes null and void if the work authorized by the permit is not commenced within 180 days from the date of issuance or if the permit is not obtained within 180 days from the date of plan submittal.This permit expires and becomes null and void if any work authorized by this permit is suspended or abandoned for 180 consecutive days or if no progressive work has been verified by a City of Arcadia building inspector for a period of 180 consecutive days. June 17, 2019 Issued By: Date June 17,2019 Page 1 of 1 of AR `,.Fars./.i r ' PERMIT/PLAN REVIEW APPLICATION � '%..i. .. . Edi*' Development Services Department,240 West Huntington Drive,Post Office Box 60021 Arcadia, CA 91066-6021, (626) 574-5416,Fax (626)447-9173 City of Arcadia LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION ❑ I hereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: Chapter 9(commencing with Section 7000,of Division 3 of the Business and Professions Code,and my license is in full force and effect. 0 I have and will maintain a certificate of consent to self-insure for workers' License Class License No. Exp. Date compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Signature of Contractor OWNER-BUILDER DECLARATION 0 1 have and will maintain workers'compensation insurance,as required by Section ❑ I hereby affirm under penalty of perjury that I am exempt from the Contractors 3700 of the Labor Code,for the performance of the work for which this permit License Law for the following reason(Section 7031.5,Business and Professions is issued.My workers'compensation insurance carrier and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, Carrier demolish,or repair any structure,prior to its issuance,also required the applicant Policy Number for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law(Chapter 9(commencing with Section (This section need not be completed if the permit is for one hundred dollars or less) 7000)of Division 3 of the Business and Professions Code)or that he or she is exempt there from and the basis for the alleged exemption. Any violation of I certify that in the performance of the work for which this permit is issued,I shall Section 7031.5 by any applicant for a permit subjects the applicant to a civil not employ any person in any manner so as to become subject to the workers' penalty of not more than five hundred dollars($500)): compensation Laws of California,and agree that if I should become subject to the workers'compensation provisions of Section 3700 of the Labor Code,I shall ❑I, as owner of the property, forthwith comply with those provisions. or my employees with wages as their sole sales(Secttinn7044ll Bo thework,d d Pthesions re CoisnotietCtcorered Licefor6�7//LJSignature 717Cj `-� sale(Section 7044,Business and Professions Code:The Contractors License Date / (/// Law does not apply to an owner of property who builds or improves thereon, or who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for WARNING: Failure to secure Workers'Compensation coverage is unlawful, sale.If,however,the building or improvement is sold within one(1)year of and shall subject an employer to criminal penalties and civil fines up to one completion,the owner-builder will have the burden of proving that he or she hundred:thousand dollars($100,000),in addition m the cost of compensation, did not build or improve for the purposeof sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. ❑I, as owner of the property, am exclusively contracting with licensed contractors to construct the project(Section 7044,Business and Professions Code:The Contractors License Law does not apply to an owner of property CONSTRUCTION LENDING AGENCY who builds or improves thereon,and who contracts for such projects with a I hereby affirm under penalty of perjury that there is a construction lending agency contractor(s)licensed pursuant to the Contractors License Law). for the performance of the work for which this permit is issued (Section 3097, Civil Code). I am exempt under Section 7044,Business and Professions Code,for this reason: ` q Lender's Name 'hate O/i'7/// Signature 4, (71- //� Lender's Address 'IMPORTANT: APPLICATION IS EREBY ADE TO THE BUILDING OFFICIAL FOR A PERMIT SUBJECT TO THE CONDITIONS AND 'RESTRICTIONS SET FORTH ON THIS APPLICATION AND THE FOLLOWING: 1. The City's approved plans and permit inspection card must remain on the job site for use by City inspection personnel. 2. Final inspection of the work authorized by this permit is required.A Certificate of Occupancy must be obtained prior to use and occupancy of new buildings and structures. 3. Per South Coast Air Quality Management District(AQMD)regulations,renovation and remodeling work that results in the removal,stripping,or altering of asbestos containing materials requires an asbestos survey and removal prior to disturbing the asbestos.Please contact AQMD at(909)396-2000 for further information. / (Name T"7,' n /,,1ec/7cviit9st4 4 ( K,7ltill l C ht Title /`T .e, PRINT NAME I certify that I have readthis application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. I agree to comply with all C- ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of Arcadia to enter upon the a.I ve-me p.ioned property for inspection purposes. 7 Signature i i . ....e... / �/ - Date l ' / NOTES 'Building Inspections Date Insp. Plumbing Inspections Date .Insp. 1/2/ S' A641-0-0(419E. 100. Setbacks 210. Under Ilk/bldg.drain 101. Rough grade 211. Copper underslab EAG_-19-1139 102. Figs.&forms 212. Rough plumbing 103. Pre-dab • 213. Rough gas '7-(&'1 - 104. Floor joists 214. Shower pan 105. Steel 215. Water heater 106. Grout lift 216. Roof drains 107. Shear nailing 217. Building sewer 108. Diaph salting 218. Water service 109. Roof nailing 219. Final gas 110. Framing 7-1(r(G(' 4,4 220. Fixtures 111. Occ./Area Sept.Wall 221. Final plumbing 10-241 112. Sound walls 222. Sewer cap/demo.. 113. 1-bar grid 114. Insulation-Flr. Pool Inspections Date Insp.- 115. Insulation-Wall 240. Excavation/steel 116. Insulation-Cell. 241. Rough plumbing 117. Drywall nailing 242. tightshellrbonding 118. Interior lath 243. Underground conduit 119. Exterior lath 244. P-trap 120..Finish grade �_`v 245. Gas line&lest 121. Final building to'm tq Vy246. Fence,gates&signs 122. Final demo/o1 clear 247. Pool heater • 248. Final electric lectrica nspectr• •Dat I • 249. Final plumbing 150. Power pole 250. Pool cover 151. Sales lot lighting 251. Pool final 152. Underground conduit 153. Underslab conduit Resod Inspections I Date Insp. 154. UFER ground 270. Pre-reroof insp. 155. Water ground 271. Roof framing 156. Rough electrical 7-ib-iq d"tAJ 272. Sheathing nailing 157. Fixtures 273. Final reroot 158. G.F.C.I. 159. E•it.bondint Sign Inspections I -Date Insp. 160. Service panel 280. Setback'overhang 161. Final electric 109.4-111 VA 281. Footing 282. ConduitMirin. Mechanical.lnspections Date Insp. '283. Disconnect 180. Ventinglflue 284. Final sign 181. Furnace/0.C. 182. Rouch HVAC .II-n•' ;In p I. n 183. Fire dampers 290. Fire alarm 184. Furnace compartment 291. Underground supply 185. Combustion air 292. Fire sprinklers • 186. Smoke detectors 293. Monitor system 187. Metal F.P.rough 294. Hood dry chem. 188. Compressor setback 295. Final 189. Commercial hood 190. Duct shaft Seigers8'0ftsite-Insp. . I Date Insp. 191. Final mechanical 300. Lateral(main to PA) 301. SaddleN Icc all Inspects Dat• 1 • 302. Cesspool filled 200. Footings 303. Sidewalk 201. Steet/rebar 304. Driveway 202. Grout lift 305. Curb replacement 203. Final wall 306. Trash bin — . . _ . .. . • ‘,. .1.1U1f, 11 ,4,,.,.. ,...... - .. . _ ... . . . •.,..i7ii...: . 4, .1, -! 45;le ' , tc,?.'::! ?:': .: -; . • i r,t.1 - .-.311:1 1;. •-:!..iv'' V.,,r•-• ;)4 , . — . . .:4t. 44;4 es t , ,-, • '; :. ; try— " . M . . . . .t ... r.., ' , ' - 1' !•0, • ' . • -....:4 U".. 'r'1P) .4 .1* ''"-'-' • " -: ;;!•:cF.,}'?,,;110.1;.. /\\19\ --- . . 1 4.:. 1.1k , . , .. . „„ , ...... .- _ _, -1. Kor . - ---___ _ .... ...... A. . . ......._ ai, c „ , .. • -.4k_ ;1.,,0: .. --. . A , 2......0,41.- ........11 / NMI;ir . 1 I _t, 01) -1)1 ' v, ( . 1 A S JIP k • fait : \ t • •4.4 4 411/4.H1/4. \ . i e ) A 01 Sell ‘ A . . . .. . . . 111/41) . . . . ... .. . . , . . . )0" .‘ ' • . 449432 *Q. cv, . * -t4 ., I ) • _ , , Li, t•ta 114,". - . . •44% ' ,.., . . . ."4.• • .0 . 7 ofr rit * ' II Ft• $ . )/ . / . S. 7 . 4-- 1 N3W1.1Nd3O 5114140 S33AOldIN3 � 1tl an-u AS F•NOLL?3dSNI SNIQ MED:104 c l uEw 111111 3H.31 .LAO ANY 3AMM'iOH SEN.NOLLtlA2ESSO:M:11110aglfg. - . mataiotrtE =e =d0&N - -----) ,, I do "W Ain&ea1alats .t 0110d1J �ntnsso -run - .3lHLLVN`JlS (i 5 £ 'oN I .7..M ir ..3 07. - - `' `'�iy a�'�,) + - --ysaidostn3ados DE2@8ni8HH HL HUM 3a1F@107CVNaLW 13030 ffiII YT✓115 3nvhIs `;1141 a0 s Hvsm�Atn ��OiSS3���' ' • R13:LW Cif 9tair=AO.uan HVd3a3H.aL.thr HSelLdOTV@sIeo3llana 3u'>$t3isstIod-al ssectartmacsraissirrremmucemanaaincitumancoo lnladusuni44@NsNallna30lt✓V@Vosa9-H-A8 SinEyS.l4aS341.4032NId3.77V1NllltlHLeiVISLI 1'f . (V la Via)M1010314OYLLV NO ; '3naav cern=asumaiim smoNnaarmmoc kersPANHazweirL10attrata TN Q3lNUNOOS310N31O1d3O❑ - Zwintacasarrwild a 1uitHS__•tn,AG3lt . 3AS cu.wI14 unr.uraarmSala=Sans a39I118131L'ar"-•-•'611H>teM03 " ' • SrrtraNCESI8IIIIME Ella VEHICIdlH01Z A➢FZ5aYl4@iV@13AtM aHM .- =LYME=iyallatiMaithOrIERMICalESICal S1VE1 aLN r a CENCSIffi7YL1NISrr iaLSISfSRL Kiri • :area . OW MartilAOtOf AIN dO 1S5R MU.al.31111-L W F F ; SNIMO 31-LUVH13tN1Osa l Vvi u ? �® - � S�O3031QA2 ^ O ' • _ siZt� � I , r ,T-7--.'i' 1 i �-�77r,� - 1y ea- - , J g90 -a. a 1 -Q -0 r ILL:n nl-Niar��LNo> 1 It ❑ y 1L1J 1 iu- aunty-11' -❑ ivl.r a:./um suss l un-ti - aaamFII U J bW t3th s-(J uuurn-LJ iva-u CatlS-tLa-Cr A21bT110210-1712V'IOW'T331So Annuaari-U' . sons 3138ONO3Q3ssak1$ and - n� u--.1-u Inl.rias-tr+arruw itL.au S- S)tLJa-U b I tnm ra�+.b r Wd-u I suc 13=,U rvoatcrsw ivs-LI • -ea-1930 SNOW:10d - sNOun 4N00 HEEL MN S11•8413131VMHZOILLS CIEIAISSE10 3LVO @N NOLL.001 -ON IJV*Ed SWIM' 'ON NOLLV2l1S19311 10 ` , _ _ � / �7C xAsao :ss3Haad&a suis 'ON3NOHd' :• '9RN1S /gyp — dOAy026LLJIHOMNOLL'1(IH1sNQ,1T3dS3QtCK1P812{Od32iSU{L Qac. ON 12iQd38 vod1);104311 Na11tlA213S8Q 1d1LOPUSa2 -, jaailiS aao` rgyiroa�a ' , Cr z y�rtb dogidu : ' ..1 • • • STRUCTURAL CALCULATIONS - AsijoizAryde-xv . . FOR • . • /� , icm'OFARCADIA t Dc ut lnt Services Department APPROVED . This set of plans and specifications must be kept _ • on (he job at all times and no chanties or alterations shall be made except by the Building Division. The Stamping of this plan and specification shall not he held to permit or to he an approval of the violation of any provisions of any city ordinance or state lane' ENGINEER :.'BWU Consultants, Inc. 7//1 1168 N. San Gabriel Blvd., #N Rosemead, CA. 91770 / 2~-- ���ss> v tJG.y � G 4 'Poo z - „pj . w No. 3569 c • �,d--Y.- , 5 Exe.9-31 �C (.. ` C� SOF �E . . - • ez 1 i Fireplace Fireplace 'f q II 94 0 � � I . -1 .Bed c.m#3 �oeROF- 571.‘1:66:f L - ��) 2 C�-y y�o�o P I NG,yG r CC •a 2 It ! No. 35693 . laundry iii 1 11 i t aII4IiI; 1iif ` - , 1111 et 0 ri 4.: Wan- -- --- -- - -a .1 0 kik 9._ "al r. __it N \ x n" Bedroom#2 re 1. ,--, L. Ran + I v . 1 ���ao(—fi • —is I. 4:f. --_ . Aii 1. ` 4i� Ai _ `'gam Close ving ��I %l \ i1, _ to IGtche onvay ; � I 4D01 , , , `'P i% -11. 04 1 I Z In gii � tritsc -Irviii Front- Porch 3� rL l• i a J/.0_ -0 1 S FA ------ ISI . _ . . ... N ��1GJ ' l 1/4' x-plizq e- -ilzi 0 0 ptaAss--(5,cOFess/o N0. 3569 * m * £xp.9-30 � .\Q �'A„ CIVIL +)- D ®FCtifl�Q 0 1 D6Tci 1 �, b7 N _______L 0W sts . 2-x— frW4&,2!bc • 0 iritzlist I. : • •. • - I i .. -1-rsel vivo _ - . , .. . . . . �_,d L�fir• .. p •• A lid=,I�,I , . tr\--11 _Irreisitr -CJI '� • . 1-‘-at vats a I Sax s/rn o Ls1X�Ol . 4, awn iij�'PIM • • rah% X33INOYxrlo{I AL on4H 9 M9441'119 'am mZN • W 7 .OE-6•utg . • • . Z 3 s69SE .0N r93, - - ) k . n~ . _ - -4 H•ON-I d �� ` /Ss3.0,6 - - L.. • A - ii . S d-mil 1921 )ZJ It _=� '; _ b 4 Y 1415 ill 10 10. - 7, ` • Ip _. p�If�41lS !'�,�. � '[`4."z-z � '` . D . r:V}-11- -.3-14 1- - ( ) �fSIGN DATA G CODE 1- CODE: ZD16' CALIFORNIA BA G3E F�.S BUILDING CODE CITY OF LOS'AN.. TAUNTY OF LOS ANGELES•BUI DXNG LODE - •- 2. MATERIAL STRENGTH CONCRETE: Fe= 275D0 PSI ' 2B DAYS CONCRETE REBAR: ASTM A615 GRADE 40 FY=40,000 PSI . • STEEL: (AISC 360) 13 EDITION FY=36 KSI STRUCTURAL SHAPES:A5TM A36 - _ Fy=46 KSI • •- -- ._�BING:s:-:STM ASO'0'GRADE B. :. . ... FY=35 K5I PIPE: ASTM A53 TYPE E GRADE.6 - WOOD: DOUGLAS FIR-LARCH ( 19% MAX. M.C.) FY _ BS PSI E= 1.6 X 1,000,000 #Z GRADE Fb = 875 PSI • 30L51 8c RAFTER 1000 PSI' FY = 95 PSI E= 1.7 x 3,000,000 BEAM Er_HEADER(4)0 #1 GRADE Pb= , • #1 GRADE Pb = 1,000 PSI 'FY = 85PSI E= 1.7x1,000,ODD (4)000 1 GRADE Pb = 5,000 PSI FY = 95 PSI E= 1.6 x 1,000,0 POST . (fi7 ) #1 GRADE Fb = 1, 000 PSI Fir = 85 PSI E = 1.7 x 1,000,000 - 02 GRADE Fb = 675 PSI FY = 95 PSI E = 1.4 X 1,000,000 STUD SELECT STRUCTURAL (6x, LARGE) Pb = 1,450P5I FY= 95 PSI E= 1.9 x 1,000,000 MASONRY: CONCRETE BLOCK ASTM C90 Fm= 1500 PSI ?ISESS/� NO INSPECTION REQUIRED y0OO ,ING. �l o yGyc Fc 3. SOIL REPORT: G i Na. 3569 , OR SEE SOILS REPORT •m gs= 1,500 PST/ * Exo.9-36 � -• '" - ' • , 4. LATERAL ANALYSES: Y ;, • A. SEISMIC LOAD OF,�4 Ft ' ,-.3%r�N �� • No 3 ci z V=CESEE ATTACHED. • - 1 s F*n. 5693 0 = B. WIND LOAD (SIMPLIFIED PROCEDURE) .\-- ‘ CAL FOF/y�l. *A (110 mph) EXP'C` O 1 i.FORNFa ULTIMATE %%C, 2..7•c9. I C GPJG 9-471 ) . . r > 7- io ' Sec. r5, 5,•3 T & W CGP1SULTING_ ENG(NEEF1$. • Joe No., ear• _ 1 168 SAN GABRIEL BLVD#N DATE -• SHEET Ida.. ROSEMEAD, CA 91770 . • . . coo : . DESIGN:'LOADING . . . - - ROOF (SLOPED- ROOF) PITCH) 4:12 • ROOFING — t313 (4LZ 6,o PSF - 1 /2" P.LIWD -.L-'--4-7 =-- T - - 1:5 _ RAFTERS ----------- ---- ,9 - - INSULATION . 0.7 - • VAULTED ROOF: . . • D.1= +15 PSF , :a% .L.=.: tOo PSI •L.L=-FGo• . - - L.L.= Zoo TONAL= *lac, FSF ' ROOF' (FLAT AREAS) YT7%o �DRYWALL0 CLG_ W/DRYWALL CLG. �,)(iw/is RL=-A0 .- ROOFING ----------- ---- 6.0 PSF - I PLIWD -- 1 .5 - . •RAFTERS -- -- 2.5 _ INSULATION - ,- ' - . 1 .0 . - CEILING _ --- 2.2 MISC 0.8 • D.L.= '14.0 PSF TOTAL=39_OPSF L.L.= .0 0 PSF FLOOR _ PLYWD. . mG.(5/B��T&G)=-----_---- 2. . FLOOR UO 520 •--- 3.3 ... INSULATION ------ ----- 1.0 - . MISC -- -- . -- 2 - - i . 71114,440 YSF SArr L. ! 40.O TOTAL=62. OPSF (Q. titer !) cBS0.) cw 4g rp,. - ref IN L. .'-@DALL'Uf1Y=60.0 P- • �L- R fl4T . L.L @ •RRID0R=1s0 .0P5F . J4W TSI:_- UJI% ► : I - _ fl4 - " • • .L..., : : C•1 ) it`faikIPR-/ p14007 . 417951-01i g ii. nw -2, I 4-,-.x '- .„.„.„.....„t....,,,_,.. w* � .. .-.e S s- : 'n tt€ `Fr- P a - ECTiON13ROPE 5 '0 ' s ,rs. 5- -- . z r - f` = `" e. v-=Al, • Table 1B - Section Properties of Standard Dressed (54S) Sawn Lumber xXAxis YY Asfs Standard Area Moment Moment Approxinaleweigrdlnpounds per Mearfod pbh1.) Nominal Dressed of Section of Section 1ner of piece when density of wood equals 5¢5- Size(546) Section Modulus InerBa ModulusInertia bxd bxd - A S. 1,c, 6+'7 In indiesxindies ' In? in? In! he ht 25lb./fLe 301b1A3 356RLa 401bfi.a 451b1Re 50bAL1 1 x 3 • 3/4 x 2-1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0321 0.586 0.651 1 x 4 3/4x 3-1/2 2.625 1.531 2.680 0.328 0.123 0.456 0.547 0838 0.729 0.820 0311 ' 1 x 6 314x 5-112 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432 1 x 8 3/4 x 7-1/4 5.438 6.570 23.62 0.680 0255 0.944 1.133 1222 1.510 1.699 1.885 1 x10 3/4x 9-1/4 6.938 10.70 49.47 0.867 0.325 1204 1.445 1.686 1.927 2.168 2.409 1 x 12 3/4 x 11-1/4 8.438 15.52. 88.99 _ 1.055 0.396 1.465 1.756 2.051 •2344 2.637 2.930 • 2 x 3 1-1/2 x 2-1/2 "3.750 '1.563 1.953 0.938 • 0.703 .0.651 0.781 0.911 1.042 1.172 1.302 2x 4 1-1/2x 3-1/2 5.250 3.063 5259 1.313 0.984 ' 0.911 1.094 1.276 1.450 1.641 1.823 2x 5 1-12x 4-1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344 2x 6 1-1/2x 5-1/2 8250 7.563 20.80 2063 1.547 1.432 1.719 2.005 2.292 2.578. 2.865 , 2x 8 1-1/2x 7-1/4 10.68 13.14 47.63 2.719 2039 1888 22556 2643 3.021 3.398 3776 2 x 10 1-12 x 9-1/4 13.88 21.39 95.93 3.469 • 2.602 2.409' 2891 3272 3.854 4.336 4.818 5.273 5.85 2 x 14 1-1/2 x 13-1/4 19.38 43.89 290.8 4959 3.727 3.451 4.141 4 .816 31 5.521 6211 6901 3 x 4 2-12 x 3-1/2 8.750 5.104 8.932 3.646 4.55 1519 1.823 2.127 2.431 2.734 3.035 3 x 5 2-1/2 x 4-1/2 1125 6.435 18.98 4.688 5-859 1.953 2344 2.734 3.125 3516 3.906 3 x 6 2-1/2 x 5-1/2 13.75 12.60 34.66 5.729 7.161 2387 2.865 3.342 9.819 4.297 4.774 3 x 6 2-12 x 7-1/4 18.13 21-90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6293 3 x 10 2-12x 9-1/4 2313 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 8.030 3 x 12 2-1/2 x 11-1/4 25.13 52.73 296.6 11.72 14.65 4.883 5.659 6935 7.813 8.789 9.766 3 x 14 2-1/2 x 13-1/4 33.13 73.15 484.6 '.1380 17.25 5.751 6.901 8.051 9201 10.35 11.50 3 x 16 2-1/2x 15-1/4 38.13 96.90 738.9 15.89 19.66 6.619 7943 9265 10.59 11.91 13.24 4 x 4 3-12 x 3-1/2 1225 7.146 12.51 7.146 1251 2.127 2.552 2977 3.403 3.828 4.253 4x 5 3-1/2x 4-1/2 15.75 11.81 26.58 9.185 16.08 2.734 3.281 3.828 4.375 4.922 5.469 4x 6 3-1/2x 5-1/2 19.25 17.65 48.53 1123 19.65 3.342 4.010 4.679 5.347 6.016 6.634 • 4x 8 3-1/2x 7-1/4 25.38 50.66 111.1 1480 2590 4.405 5286 6.168 7.049 7.930 8.811 4x10 - 3-12x 9-1/4 32.35 49.91 230.8 18.139 33.05 5.621 6745 7.859 8.993 10.12 1124 4 x 12 3-12 x 11-1/4 39.38 73.83 415.3 22.97 4020 6.836 8203 9.570 1024 . 12.30 13.67 4x14 3-1/2x13-1/4 46.38 102.4 6785 27.05 4734 8.051 9.651 11.27 12.88 14.49 16.10 4x16- 3-1/2x15-1/4 53.38 195.7 1034 31.14 54.49 9265 11.12 12.97 14.83 16.68 18.53 5x 5 4-1/2x 4-1/2 2025 15.19 3417 15.19 34.17 3.516 4219 4.922 5325 6226 7.031 6 x 6• 5-1/2 x 5-1/2 3025 27.73 7626 27.73 7826 5.252 6.302 7.352 8.403 9.453 1050 6x 8 5-1/2x 7-1/2 4125 51.56 193.4 37.51 104.0 7.161 8594 10.03 11.46 12.89 14.32 - 6 x 10 5-1/2 x 9-1/2 52.25 82.73 393.0 47.90 1313 9.071 10.89 1270 14.51 16.33 18.14 6 x 12 5-1/2 x 11-1/2 63.25 121.2 697.1 57.98 159.4 10.98 13.18 15.37 17.57 19.77 21.96 • 6 x 14 5-1/2 x 13-12 7425 1671 1128 68.06 1872 12.89 15.47 18.05 20.63 23-20 25.78 6 x 16 5-1/2 x 15-12 8525 220.2 1707 78.15 214.9 14.60 17.76 20.72 23.68 2654 29.60 6 x 18 5-1/2 x 17-1/2 9625 280.7 2456 6823 242.6 16.71 20.05 23.39 26.74 30.08 33.42 6 x 20 5-1/2 x 19-12 107.3 348.6 3398 98.31 270.4 18.62 22.34 26.07 2979 3352 3724 6x22 5-12x21-12 118.3 423.7 4555 108.4 298.1 20.53 24.64 28.74 32.85 36.95 41.06 6 x 24 5-1/2 x 23-12 129.3 5052 5948 1163 325.8 22.44 26.93 31.41 35.90 40.39 44.88 8x 8 7-1/2x 7-1/2 56.25 70.31 263.7 7031 263.7 9.766 11.72 1337 15.63 1758 1953 8 x 10 7-1/2 x 9-1/2 71.25 112.8 535.9 9.06 334.0 12.37 14.64 17.32 19.79 2227 24.74 8 x 12 7-1/2 x 11-1/2 8625 165.3 950.5 107.8 4042 14.97 17.97 20.96 23.96 26.95 29.95 8 x 14 7-1/2 x 13-1/2 101.3 227.8 1538 126.6 • 474.6 1758 21.09 24.61 28.13 31.64 35.18 8 x 16 7-12 x 15-12 1162 300.3 2327 1453 544.9 20.18 24.22 2826 3229 3633 40.36 a x 18 7-1/2 x 17-1/2 131.3 3822 3350 164.1 615.2 22.79 27.34 31.90 36.46 41.02 45.57 8x20 7-1/2x19-1/2 146.3 4752 4634 182.6 6855 25.39 30.47 35.55 40.63 45.70 50.76 8x22 7-1/2x21-12 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 5029 55.99 8 x 24 7-1/2 x 23-1/2 176.3 690.3 8111 220.3 8262 90.60 36.72 4224 48.96 55.08 6120 10 x 10 9-1/2 x 9-1/2 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 2820 31.34 10x12 9-1/2x11-1/2 109.3 209-4 1204 173.0 821.7 18.97 22.76 2555 30.35 34.14 37.93 10 x 14 9.12 x 13-1/2 128.3 268.6 1948 203.1 9643 2227 2672 31.17 3533 40.08 4453 10 x 16 9-12 x 15-1/2 1472 380-4 2948 233.1 1107 25.56 30.66 35.79 40.90 46.02 51.13 10 x 18 9-12 x 17-1/2 166.3 484.9 4249 2632 1250 28.56 34.64 40.41 46.16 51.95 57.73 10 x 20 9-1/2 x 19-1/2 185.3 6021 5670 293.3 1393 32.16 38.59 45.03• 51.46 57.89 64.32 04.3 731.9 7868 323.4 1538 35.46 42.55 49.64 56.74 63.83 70.92 10x24 9-12 x 23-1/2 2233 874.4 10270 3535 1679 38.76 4651 5426 62.01 69.77 7752 AMERICAN WOOD COUNCIL • . � 4•c_� - �-_? 'mac, - r sy-` � t i .t- � *� :. -E` REFFRENCEDESIGNATALUE5 c�_-' - • Table 4A Reference Design Values for Visually Graded Dimension Lumber (2"- 4" . (Cont.) - thick)4 - • . (All species except southern Pine-see Table 48) (Tabulated design values are for normal load duration and dry service conditions.See NDS for a comprehensive description of design value adjustment factors.) Cul t L ) tG USE WITH TABLE 4A ADJUSTMENT FACTORS tU Q 0esgn values n pounds persquare kith 1psil C Tolson shear Compression Cmipremmn Modulus_- parallel panU pelpntEmlar garage! d Wring {p Species end We Beutng In gran to gram ' bgrwi 10 grain • Hastidty Odes . QA- commercial grade dation Fb FI F, Fa 5555 F, ' E F 5Orno1 0 M=i .1;5'41iPi;il:liailisaatCral - c3 Seted Struchr2J I 1,450 850 195 715 1,200 1,701,030 620,000 1-- No.1 1,050 510 15 715 • 950 1,,637,000. 590,000 Nat ' 2'&icier 1,000 601 i$ 715 753 1.40,00 50,000 V . No2 575 MO 196 715 425 15m,000 470,000 NaMA T '.S6id niateei:' 7754 , 450.:.: Sf:1a4:' ....715;: ' 475;._:1$.303'00^._.:470,010." CO r a 4�- V -- a:mg- _ -c I*i•S vialMI[•1.7'� _ - • 0 SelartStachsrar 575 •..SS 125 920 775 .1,200,000 440,000 Q No.1 .- 525 875 14 325 625 1,270,000 440,000 Nes 2&iter 625 350 • '5 125 920 475 1,100,570 400,000 • No3 350 2/0 125 803 2T 1,000,000 670,000 N85 'V :Sud 2'6ptidep:'• '..E!-a•... ;'174'•' 32f:. .513005. :' $orAQ00': :3763'S - �_ � T: co -..-...„,s_.-_-____-....„, asn ....-----,-s----0,--- - _ . a --.-- -t- ` -�-�_ 55'5 - - "'e'er r •t..�' 9 � CO SdedSlnrctura 1$01 1,000 160 625 1,700 1,9:0000 20,000 G No.1&Btr 1,200 300 1130 625 1,5"5.50 11501,00 . 560,000 • Z No.1 2'foster 1,000 575 150 , 623 1,530 1,701,000 620,000 Not 900 5575 160 ' 825 1,950 1,530000 560,000 WOLB Nug " SS "525 101 625 775 1,400,570 510,000 WWPA O -..5t d ." 2^hider'--- X03 .":,430 ::TIS "629: BSO 5140}600:. •. r-:p00'; _� •• t[01:1-y71.d W1:iN1t I e••�` r • Stied StfliS 1:350 625 160 625 1,900 120,010 690,000 . r No-1&Nr 1,150 790 183 625 1,600 1,007,000 .660,000 • N0.17No2 a'&wider 550 600 ISO 625 1,400 1500E03 530,000 14o3 475 301 180 625 625 1,400,000 510,000 NLS4 . sae fl 5der:: .EE4 ;rem: 383 .SS; -ifs 4,gBOG01,' s=i0;F00:, . V - -r -7 ..ru e ?' e -w = r _ aa----5-1--:a.--a:_,--,4 -r .i•111d11s-rulozio il;t, ` .- tU sdectS6udraai 1,350 900 180 623 1$00 1,400,000 510,003 _ No.1 925 530 157 520 1,450 120,00 470,000 Not 76.6d 0 4 'Stier 659 525 1E0 520 1250 1,2/0,040,000 -I Not 500 300 183 520 775 1,100,000 400,00 YWRA .Std 7/Aida 575 •425 527 83.• 1760900. 40900 �'` - _ • e'- - .. ..,‘,,;,...t.,-- - .. r a R. .:[ .is 1.05 23 .� r � EASTERN HEMLOCK-BALSAM FIRe'. • Sled Stmcbral 1,250 575 140 935 1,200 1200,00 440,000 Nal 775 850 140 335 1,00 1,100,00 400,000 . Not 2&wider 575 .275 140 935 325 1,10,00 . 40000 Nn9 350 150 140 885 - 475 533,000 530,000 NELMA ..Syed •.r weer': .:401, ?/o ..:I:Ih, , . 7as.:. .555'5. :900000= . .936001._ N51B . _- ` . _ -ti4.a a� ---Z.,„-__°_. ___s2-( ae36ra FL Si. - - 17. ..,-- s '. . ^.--fi'° ---- ...�5�e,. _ '14- • • AMERICAN WOOD CCUNC0. SWli Consultants, Inc. 1168 N. San Gabriel Blvd., #N Job: Rosemead, CA. 91770 - By: Tel: (626) 288-0708Date: / / Email: twengrs1168@gmail.com - Sheet#: asftt, sl C L_li _� ,s i"..y 6J-(5+10) i =itT (iJ 'r` f=Qo¢c)X t%xl Si)1.04 Li V7 ter i_g0a o9,ciox,7a`I K 6xr3 x2 SSS t ?Mit sl UL � C/ 11 CF = 14,-, e �� 444 PrPo w=aot10) x = 3� t �TG Fri tali ! I Vi-4. ' Crab vi ozR (-12-- ) 71-t41 Pji:x4rhtc i Xiiii J=((�1 °)x 2- ' + CS41.E0X75 VA� -if¢Eii' • # ) zrx Grill e l J t,d 4 c PO arat44. (v-/a__sr 4)i':, �2:, —df Pro r /0-1-7 �f/� C �i!^(�tTwe414^V( I)rcir A)titi r" 11/4) I %e / V171 i ...< i; GJo- 1 < T / ne �-• ' ••': •Replace•T Pimlxe l ® ® n 'x' Bedroom#4 ( r Family Room 1 #3 ' x13 Bedroom f (No Change) 1 - In s f ® 0 0 1 0 © _: @t } fay. Is 145 I bolaundry ® ii r f �oli�l �Ic : ©; .,, #2 ' 36x16 1\ a3.�)l�l ' I Lea. i 5 __ Expand doorway ' Closet k 4i Lto 126 rr. bet/ -2. Kitc1-n11.5'x11.5'l Fs Si k (�lght side partitionf� "< Bedroom #5jY 1I �S7c S IJ- wall remo 0 1 / 11.5 x 14 6 i ®ADW l • ,'ttc- -61` . �a (Repurpose tot ; Bedroom#2 I 15 t4`� ,, G.0-- ' I Open Space �'"117, .; Ss 4V. I 42s3c Wood , ii• locate doorway 41 © l )I ee __r'r 1'ti •nde .-ndto Close Living O --y 98.5° — �-- , - .: 4 to Kitchen Doorway '7(9 T 10-----i 06' +747 I Living and Dinning �th #1I ' x35- Y. . ® t76it f O rl p 9 a f 1 rf �• - -� Bedroom SI e µ.6vg--;7.1- lk 0 - I Front Porch o \ 140 149 . eToUYID.^ !�tlI ACTION/y/4 a5 Data ana �oAP� . �`�QA* O) Notes Inttial3 of Cheri r / `e_Grc Fe CP on Sheet# • Planning... '9(cpol L� I --- - t, _.._ S Ent — Buildins .07/9 G'r __ Fire — l __ WELD Trees _ N — .u.-._s--_,. Pe • II i Window & Door Schedule Customer: Tengium International LLC Today's Date 6/11/2019 Tel: : (949)325-9147 Material : PVC Address : 1121 Mayflower St.Arcadia,CA Color White Job Address : Sam As Above Installation : In House Crew E-mail : Green Coast Reference No: A20190515 Manufacture Evergreen Window& Door Position SIZE Frame Style Imperial Series-Dual Glaze*Low-E Horizontal Horizontal QTY. W H Retrofit Slider()co/ Slider Single Casem Tempered U-Value SHGC Struetually ox) (xox) Hung ent Glass tested(MPH)(2) Living& Dinning 1 140 59 X 0.28 0.22 108 Room Living Room 1 48 47 X 0.28 0.22 108 Kitchen 1 36 36 X 0.28 0.22 108 Kitchen 1 42 36 X 0.28 0.22 108 Bath(1) I 24 28 X X ' 0.28 0.22 108 Bed Room 1 1 60 28 X 0.28 0.22 108 Bed Room 1 1 76 53 X 0.28 0.22 108 Bath(u) I 36 18 X X 0.28 0.22 108 Bed Room 2 I 36 48 X 0.28 0.22 108 Bath(III) I 30 36 X X 0.28 0.22 108 Bed Room 3 I 47 24 X 0.28 0.22 108 Bed Room 4 I 70 34 X 0.28 0.22 108 • STRUCTURAL CILCULTIUN : °; ,1:49la1l- //D - 1 f OR �r �c `��a�,„��rt cls ti`.CN ,9 \b�, //c/ f • a,\ \\�\\S a\e< \\0xls �flsT;`eT 1� tier ,00- pl\5p c\\\\\\.. ' a il\�\s o\ Li : - • .. •`ii=. on\s\V'a\\\je\'�`\o o\\\\`�\T\a\\ \aaP\.,°�`\u`�O s\a\" bei- • Ttos•v 11\ • • ENGINEER ;.'BWU Consultants Inc. . 1168 N. San Gabriel Blvd., #N Rosemead, CA. 91770 • •• Quo \NGEss Iar�/ . 0 Q yb 2 ovp ti c? H r', c� ' No. 35693 c r^1 • et 9.30 /A Ji CIV \- •-‘71ATf OF CAV- 1 ' , kW1ESS/�, /go P I NG,y,2 ; I '3 i xw No. 35693 g ,, • } Ex0.9-3, L .a �,,A SIV l �`* z OF CALIE , i r' y , � '>fzZ W AI • tf .;; tea:_: Male 4 ! Replace I Replace 7 • i I' � ) 'I �IR-E ' • .bed <.m#3 • •. AliI IQ 11 itIo laundry ©,4I ____� 2 4... a i Il,, Ear #2 .1 — e0Closet Jarla IL i N x / Bedroom#2 ' . .DVll pL g ra. 3' ; itiIIL. Ran :. ! 1%ow � E)a)(-fi too iii• ; :a, 24 Close Nitricg5-54 - • W to Kitche orway ' o' ©o I� / MA CR�) II, Bath #1 liMA:11 • ii e 4�1I� J 4. ; rte Front Porch 1 i a14's 1 C Ill ,.: c\, 1 C— • ____%, ,.. —t• , 4)_. ,......,.._ , , ,s,cs„ , R. v -pi tit , i � kx • 3 0> vc, S ....., r Lam I' x. • �k LII1 S# RR` An Cr i R CO O n .a o u C.n c" y r co i y .0 24 IA AIN/ j L i * !1331404 r 2 0 • • 0 ( x I.1[ -ff' I I 1-1Sei •imi• 1((1 1 - > - Ili ;GIt 4 ki ��JIQf�lyfrak � o rn/ornsj,�x s cn • •0 _,-,..,-..,.. 01- • res-b a3s IPromo % 1 . • ' • enaH 0 Noscivp • `vict '439D • . . isorydili n1211 . .. j dAa. lila 1J / o \ VElg• : m • 15 E695E•oN E F. \3 3 • ey, • - . • 1 ter .. . i-::14, ...!'7 . : . --..- •75114:red-rig .... . .. • • • z i' 11 D1 v, - l -h • j �' r • . ct�Js3d --r: . rosiiimPemP—\•k : J5ctit • . .r.4._7,•z_z • . - 1N 'of oll a D - . `" ( ' r 1114 491 - SA 1_ CODE: 2016 CALIFORNIA BUILDING CODE ' CITY OF LOS ANGELES BUILDING CODE . COUNTY OF LOS ANGELES•BUIIDING CDDE - •- 2. MATERIAL STRENGTH CONCRETE: Ft' = 2,500 PSI# 28 DAYS 40,000 PSI CONCRETE REBAR: ASTM A615 GRADE 40 FY STEEL: (AISC 360) 13 EDITION Fy = 36 KSI • STRUCTURAL SHAPES:ASTM A36 _ Ff.=46 KSI .- -. -TUBING:2.•:STMA500•GRADE B . - Fq=35 KSI PIPE: ASTM A53 TYPE E GRADE.B WOOD: DOUGLAS FIR-LARCH ( 19% MAX. M. P I Fir _ 95 PSI E= 1.6 X 1,000,000 301ST &RAFTER #2 GRADE Fb1.7 x 1,000,000 BEAM &HEADER(4X) #1 GRADE Pb= IANPSI' - FirE= = 95 PSI #1 GRADE Fb = 1,000 PSI 'FY = 85 PSI E = 1.7 x 1,000,000 POST (4X) #1 GRADE Fb = 1,000 PSI. Fv = 95 PSI E = 1.6 x 1,000,000 (6X) #1 GRADE Fb = 1,000 PSI Fir = 85 PSI E = 1.7 x 1,000,000 - STUD #2 GRADE Fb = 675 PSI Fir= 95 P5I E =1.4 x 1,000,000 SELECT STRUCTURAL. (6x,LARGE) Fb = 1,450P5I Fir= 95 PSI E= 1.9 x 1,000,000 MASONRY: CONCRETE BLOCK ASTM C9D Fm = 1500 PSI - NO INSPECTION REQUIRED 3. SOIL REPORT: j�ED ?Nat SS Ps= 1,500 P5F/ OR SEE SOILS REPORT \5ti �vp r,` D� 0. y 4. LATERAL ANALYSIS:_ No. Z A. SEISMIC LOAD 49-9 5693 c z -. C �, a� y=CSyP SEE ATTACHED. _ . *F/P�:� B. WIND LOAD (SIMPLIFIED PROCEDURE) CAL r 0 P A(110 ,mph) Err ULTIMATE IPC 1 P5•°9. J (C 7C Qolo ' - - At7- -Ic SeC-. IS, 5,3 • .-- : . - , 'f & W CCu UL1]NG_ ENGINEER$. moa Iva. et 168 SAN GABRIEL BLVD.#N DATE SHEET No ROSEMEAD, CA 91770 • cameo • . DESIGN LOADING • .. , .. - ROOF (SLOPED- ROOF) PITCH) 4:12 . ROOFING — _- L_ � 6.0PSF _ • 1 /2" TLIWD ----1___=--_ - 1-.5 • RAFTERSg - INSULATION . _ _- 0.7 • VAULTED ROOF: - - • . . - D:L= '1-5 PSF , ' 4).L.= 'go PSF .L.L=4to. - • • - • L.L.= 20,0 TOTAL= *lac. PSF ROOF (FLAT AREAS) WT/.OL.D-RYWALo C _ S /DRYWALL CLG. 60-firdEs QL=3,o ROOFING — 6.0 PSF ' PLIWD --- - 1 .5 . - RAFTERS =- , . 2.5 . INSULATION -_----.-------- . ) .0 - CEILING• . --�� 2.2 ] MISC -------- 0.8 • D.L.= •'19 .0 PSF TOTAL=39-OPSF . L.L.= 20.0 - FLOOR _ . PLIWD. . wG.(5/8"T&G)+ , 2.0 PSI • • :-FLOOR-70 .: s. - 3.3 - - INSULATION -------------- 1.0 - • CEILRISC •G. ----- ---- ---.----- - 2. RISC -- -- . ---- 2 - •• ��//• o PSF dd7'��° . • L. . ){0.0 TOTAL=t OPSF Co. = •f to cfS®) - c& . 4g4rp,- I. 7-12P4 L. •@ .DALCOHY=60_0 P- ' SCC-iFS : Rf!¢T L.L @ •RRIDOR=1te .UF'Si • 1-I i� Tit �1 .:4. 1 12;''°� , IAL co cp xi- j Bracco, Cysrsf-i, —C F oi� 14 ) 41-19st_iiii.Str � t -,,,,,,,,Fed.„ t .F � sf- ECT10NitROBERTIESA ,s ' .. gn ' t, 7gs- ta . , rr w„-s lee.w 3 "� f3e !., fi /VP3 20fri i Table 113 Section Properties of Standard Dressed (S45) Sawn Lumber X-X.Axis Y-Y MdS Standard Area Moment Moment Approximate weight In pounds per linear foot(IhJfl.) Nominal Dressed cit Section of Section elate e gen density perlinerfolo: Size Size(S4S) Section Modulus Inertia Modulus Inertia bxd bxd • A 91x le, Syy 1,1 inches x Inches ' In.2 in.a in.4 h.3 h4 25 WV 3016111? 351b$1.3 40 Ib.it.a 45 lb./13 50Ib./ft.3 1 x 3 • 3/4x 2-1/2 1.875 0.781 0.977 0.234 0.088 0.326 0.391 0.456 0.521 0.586 0.651 1 x 4 3/4x 3-1/2 2.625 1.531 2.660 0.328 0.123 0.456 0.547 0.638 0.729 0.820 0.911 1 x 6 3/4 x 5-1/2 4.125 3.781 10.40 0.516 0.193 0.716 0.859 1.003 1.146 1.289 1.432 1 x 8 3/4x 7-1/4 5.438 6.570 23.62 0.680 0.255 0.944 1.193 1.322 1.510 1.699 1.888 1x10 3/4x9-1/4 6.938 10.70 49.47 0.967 0.925 1.204 1.445 1.686 1.927 2.166 2.409 1 x 12 3/4 x 11-1/4 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 2.930 2x 3 1-1/2,1 2'1/2 3.750 1.563 1.953 0.938 - 0.703 0.651 0.781 0.911 1.042 1.172 1.302 2x 4 1-1/2x 3-1/2 5.250 3.063 5.359 1.313 0.984 ' 0.911 1.094 1.276 1.458 1.641 1.823 2x 5 1-1/2x 4-1/2 6.750 5.063 11.39 1.688 1.266 1.172 1.406 1.641 1.875 2.109 2.344 . 2x 6 1-1/2x 5-1/2 8.250 7.563 20.80 2.063 - 1.547 1.432 1.719 2.005 2.292 2.578, 2.855 2x B 1-112x 7-1/4 10.88 13.14 47.63 2.719 2.039 1.886 2.266 2143 3.021 3.398 3.776 , 2 x 10 1-1/2 x 9-1/4 13.68 21.39 98.93 3.469 . 2.602 2.409' 2.891 3.372 3.854 4.336 4.818 2 x 12 1-1/2 x 11-1/4 16.66 31.64 178.0 4.219 3.164 2.930 3.516 4.102 4.688 5.273 5.859 2 x 14 1-1/2 x 13-1/4 19.88 43.89 290.8 4.969 3.727 3.451 4.141 4.831 5.521 6.211 6.901 3x 4 2-1/2x 3-1/2 8.750 5.104 8.932 3.646 4.557 1.519 1.823 2.127 2.431 2.734 3.038 3x 5 2-1/2x 4-1/2 11.25 8.436 18.98 4.688 5.859 1.953 2.344 2.734 3.125 3.516 3.906 3x 6 2-1/2x 5-1/2 1375 12.60 34.66 5.729 7.161 2.367 2.865 3.342 3.819 4297 4.774 3x. 8 2-1/2x 7-1/4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4.405 5.035 5.664 6.293 3 x 10 2-1/2 x 9-1/4 23.13 35.65 164.9 9.635 12.04 4.015 4.818 5.621 6.424 7.227 8.030 3 x 12 2-1/2 x 11-1/4 26.13 52.73 296.6 11.72 14.65 4.883 5.859 6.835 7.813 8.789 9.765 3 x 14 2-1/2 x 13-1/4 33.13 73.15 484.6 +13.80 17.25 5.751 6201 8.051 9.201 10.35 11.50 3 x 16 2-1/2 x 15-1/4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9.266 10.59 11.91 1324 4x 4 3-1/2x 3-1/2 12.25 7.146 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4.253 4x 5 3-1/2x 4-1/2 15.75 11.81 26.58 9.188 16.06 2.734 3.281 3.628 4.375 4/22 5.469 4x 6 3-1/2x 5-1/2 19.25 17.65 48.53 11.23 19.65 3.342 4.010 4.679 5.347 66118 6.684 4x 8 3-1/2x 7-1/4 25.3B 30.66 111.1 14.80 25.90 4.405 5.286 6.168 7.049 7.930 8.811 4 x 10 3-1/2 x 9-1/4 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8/93 10.12 11.24 4 x 12 3-112 x 11-1/4 39.38 73.83 415.3 22.97 4020 6.836 8203 9.570 10.94 • 12.30 13.67 4 x 14 3-112 x 13-1/4 46.38 102.4 678.5 27.05 47.34 8.051 9.661 11.27 12.88 14.49 16.10 4x16- 3-1/2x15-1/4 59.38 195.7 1034 31.14 54.49 9266 11A2 12.97 14.83 16.68 18.53 5x 5 4-1/2x 4-1/2 20.25 15.19 34.17 15.19 34.17 3.516 4.219 I 4.922 5/25 6.328 7.031 6x 6 I 5-1/2x 5-1/2 3025 27.73 7626 27.73 7626 5.252 6.302 7.352 8.403 9.453 10.50 6x 8 5-1/2x 7-1/2 41.25 51.55 193.4 37.81 164.0 7.161 8.594 10.03 11.46 12.89 14.32 6x10 5-1/2x 9-1/2 52.25 82.73 3910 47.90 131.7 9.071 10.89 12.70 14.51 16.33 18.14 6x12 5-1/2x11-1/2 6325 121.2 697.1 57.98 159.4 10.98 13.18 15.37 1757 19.77 21.96 6x 14 5-1/2 x 13-1/2 7425 167.1 1128 68.06 1872 12.89 15.47 18.05 20.63 23.20 25.78 6 x 16 5-1/2 x 15-1/2 8525 220.2 1707 78.15 214/ 14.60 17.76 20.72 23.68 26.64 29.60 6x 18 5-1/2x 17-1/2 9625 280.7 2456 88.23 2421 16.71 20.05 23.39 26.74 30.08 33.42 6x20 5-1/2x19-1/2 107.3 348.6 339B 98.31 270.4 18.62 22.34 26.07 29.79 33.52 3724 6x22 5-1/2x21-1/2 110.3 423.7 4555 108.4 298.1 20.53 24.64 28.74 32.85 36.95 41.06 6 x 24 5-1/2 x 23-1/2 129.3 506.2 5948 118.5 325.6 22.44 26.93 31.41 35.90 40.39 44.88 8x B 7-1/2x 7-1/2 56.25 70.31 263.7 70.31 2617 9.766 11.72 13.67 15.63 17.58 19.53 8 x 10 7-1/2 x 9-1/2 71.25 1128 535.9 89.05 334.0 12.37 14.84 1722 19.79 22.27 24.74 8x 12 7-1/2 x 11-1/2 8625 165/ 9501 107.8 404.3 14.97 17.97 20.96 23.96 26/5 29.95 8 x 14 7-1/2 x 13-1/2 101.3 227.8 1538 126.6 . 474.6 17.58 21.09 24.61 28.13 31.64 35.16 8 x 16 7-1/2 x 15-1/2 116.3 300.3 2327 1453 544.9 20.18 24.22 2826 32.29 36.33 40.36 8 x 18 7-1/2 x 17-1/2 131.3 362.8 3350 164.1 6152 22.79 27.34 31/0 36.46 41.02 45.57 8x20 7-1/2 x 19-1/2 146.3 475.3 4634 182.8 6655 25.39 30.47 35.55 40.63 45.70 50.78 8x22 7-1/2x21-1/2 161.3 577.8 6211 201.6 755.9 27.99 33.59 39.19 44.79 50.39 55.99 8 x 24 7-1/2 x 23-1/2 176.3 690.3 8111 220.3 8262 30.60 36.72 42.84 4196 55.08 6120 10 x 10 9-1/2 x 9-1/2 90.25 142.9 678.8 142.9 678.8 15.67 18.80 21.94 25.07 2820 31.34 10 x 12 9-1/2 x 11-1/2 109.3 2094 1204 173.0 821.7 18.97 22.76 26.55 30.35 34.14 37.93 10 x 14 9-1/2 x 13-1/2 128.3 2816 1948 203.1 9645 22.27 2632 31.17 35.63 40.08 44.53 10 x 16 9-1/2 x 15-1/2 147.3 380.4 2948 233.1 1107 25.56 30.66 35.79 40.90 46.02 51.13 10 x 16 9-1/2 x 17-1/2 166.3 4842 4243 2632 1250 28.86 34.64 40.41 46.18 51.95 57.73 10 x 20 9-12 x 19-1/2 185.3 602.1 5870 299.3 1393 32.16 38.59 45.03 . 51.46 57.89 64.32 10x22 9-1/2 x 21-1/2 204.3 731.9 7868 323.4 1536 35.46 42.55 49.64 56.74 63.83 70.92 10 x 24 9-1/2 x 23-1/2 223.3 874.4 10270 353.5 1679 38.76 4151 54.26 62.01 69.77 77.52 AMERICAN WOOD COUNCIL F_i.vy�'" ,s.M=_ '� -Y -c-�vt _, ..'F" J''' "i< 4'-• v -' i' -•vim=.. ---- y-,-V Y �artS ..a*:; ' 'L---` 2' = P = "� *- REEERENCEDESIGN VALOES, , �- s=�- Table 4A Reference Design Values for Visually Graded Dimension Lumber (2"-4" . (Cont.) - thick)42,3 • • (All species except southern Pine-see Table 4B) (Tabulated design values are for normal load . duration and dry service conditions.See NDS for a,comprehensive description of design value adjustment factors.) 0405 t53 . IX USE WITH TABLE 4A ADJUSTMENT FACTO RS r, Ct ❑ Gaol values in pounds per square inch(pal C ) - Tendon shear Car,reesim Compression Modulus Para P perpendicular pem1I d Grazing - (l) Specks and Sae Ea to grim to gran la grain to gram Bestially {ii ae (I) rarvnesia!grade dasaficadion FS Fa F, Fu. Fc • E Erin AgaTcy ❑ B:. . 'al;d.....- .O - - • (3 Select Shad 1,450 850 195 715 • 1,200 1,700,000 50,000 L' No.1 1,050 000 195 715 350 1,600,000. 550,000 = No2 - 2&wider 1A00 670 195 715 750 1,500,000 550,000 U . 14o3 575 340 195 715 425 7$00,000 470,000 N9"d � Sad •. 21kw,deP::i 775¢: -::450.:. , .. :;:;�;;' ._ :7.15:f. ' -q7;,:r._ :t�oo�oo-�. .: �47a.A97; L -.,, ,,anY -may- t�v- 'bre 'i-� nv- - f n r T 221 -65 0S tStru anal 075 ' 5 125 520 775 1,00,030 440,000 No.1 520 375 125 920 525 1,700,000 440,000 Not 2&wider 625 350 - •e, 125 50 473 1,100,000 03,W 40 . No.3 350 as S • 125 60 275 1,000,000 370,000 NSLB -0 :Sad 2&viiiseed 't105.•'S. ''-275. .:'1?{': 326.'S 300:.;:. 11=000. :5Y7fi;000' - r =e ms: _ -.-. --r--A317.--7't, - V- - yeti z •71,',..-. 5'2!a_ .. g =D000LASF1FL-ZARCH. -: - .. .-.-,. SdactSWdural 1,500 1,030 150 625 1,700 1,900,000 590,000 0 Na1&Btr . 1,200 800 190 . 625 1,550 1,600,000. . 930,000 • Z Nal 2'&wider 1,000 575 1E0 ,• 625 1,530 1,700000 620,000 ^ Not 900 4575 180 - 625 1,350 1,600000 560,000 MIN LiJ . No3 M '433 180 625 775 1,400,000 510,000 WWPA Q ..Strict :g'_&t44gp jU1 4$; .p.p 7:- . •.15.353� . 1400000 , , 40x6. CN -�. --r` � .. "� - ^sasrta_ `Y -mow c - "�_ � - _ .Sri{ - "' ou iv .• Idi. I-•UM- 1•' ' .. _ • -'''' Select:Shan] 1,350 825 180 625 1,900 1,900,m0 850,60 . 0C Mai&&r 1,150 750 180 625 1,600 1,300,000 .650,000 . := Na11No2 E'&wmer 850 800 180 625 1,400 1,610,033 530,00 • No3 475 300 1130 625 625 1,400,000 510,020 NLSA . -Stud 2&rlder :.660 4om-z 380 .3LS AMM eSU'WO. -'J I/MINN .1 -: (1) Seiedstrztnat 1,350 900 180 520 1,603 1,400,000 510,000 n No.1 925 600 180 500 1,450 1,900,000 470,000 Not 2'&wider 850 525 180 50 1,350 1,210,003 440,003 No3 570 300 180 50 775 1,100,003 400,000 WNPA acid' 233wdet 57$ 425- im 620• •847 1760000 '4003{ -+ -c rite' rc,�"' e.�- .k. ..F ). . e %-;% T�,,,i?¢a_� C - "`aar '"- • i �ivd4 ..I .'3 � f tict - 9, r s _ >41RR[r a . Q a _ �_ - -'-I :.{-.1�. a25..c --= 916.-5 _`tea^ l n EASTERN HEMCOCK•BALSAMFirm Select Shuehsal 1,250 575 140 335 1,200 120,000 440,000 No.1 775 $50 140 335 1,000 1,100,000 400,050 - Nat 2'&wider 575 - .275 140 335 825 1,100,000 . 450,000 Na3 350 150 140 385 - 475 907,000 330,000 NELMA Scud 2.&O44der 450 200140 735 525 900000 3300007 ram a --s„ ,e" ��atm ` ' sarir -a-ic . - AMERICAN WOOD CCWCIL BWU Consultants, Inc. 1168 N. San Gabriel Blvd., #N Job: Rosemead, CA. 91770 By: Tel: (626) 288-0708 Date: / / Email: twengrs1168@gmail.com Sheet#: pxt6f a1 3linI QLE Qn f )) Imo( r e C tt �p�� S.s s.s As-4410x �� , _ 74'1 w p=oof�)xl xl zx 1 i)Lr 1 111- -÷÷7-494.0X:701 h' 4'3%X 2 Cet6S,S [ VSLS = 7 ff- it- y30, s--* (r a o��3 t -fix Iatle I cf-z)t_.. cal -g ita Wcrop--10) a = 3 1 4'` P = McEt cam, Fry R 9-4163 1 s i I_ - gt�Q tiq , o _ d r Cc/4c P