Loading...
HomeMy WebLinkAboutUntitled 14f1 City of Arcadia, CA _ Permit NO. ROOF 19-1822 p • 1. Development Services Department 1'� `' Pefmrt-Typei Roof ba 240 West Huntington Drive,Post Office Box 60021 ,-fir _-..+ 1 , e " ¢ } ,Li Work Ciassfi iconon:Reroof Residential L �i Arcadia,CA 91066-6021 • • "2 y,-_. )„e6, A i (626)574-5416 - r..x: - ' - Permit Status:'Issued ARCADIA Issiinate:09/10/2019'1 Expiration: Addr NO. Dir Prefix Street Name Street Suffix Unit City,State,Zip Parcel Number {a 1827 Wilson AVE Arcadia,CA 5765023015 1 Contacts A GAMEZ,CANDIDO AND LORI F TRS Owner SEMPER SOLARIS CONSTRUCTION INC* Contractor GAMEZ FAMILY TRUST 1805 JOHN TOWERS AVE,EL CAJON,CA 1827 WILSON AVE (619)715-4054 978152 Description:T/0 AND REROOF HOUSE AND GARAGE WITH Valuation: $ 35,000.00 Tenant EAGLELITE,PONDEROSA,CLASS ATILE OVER EXISTING SHEATHING,COLOR:SIERRA MADRE(HOA APPROVAL Total Sq Feet: 0.00 Plan Check N Plan N ATTACHED)HIGH FIRE ZONE.(PV SYSTEM SEPARATE PERMIT) ' Fees Amount Payments Amount Paid Building Issuing Fee $47.01 Total Fees $668.51 Building Permit Fees $615.25 Cash/Receipt U REC-02439-19 $668.51 Solid Waste Management Fee $6.25 Amount Due: $0.00 Total: $668.51 qI511 NCI 5 liVik-M4-14 ei•Z(.--(1 elfTh at compuTs .r A TEAIs /o-1•/9 c--- ,‘.1 Act_ —NAct_ I c I9 CALLS FOR INSPECTIONS Request for inspection by telephone at 626-574-5450. Leave a message 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. 1I September 10, 2019 II i Issued By: Date I: • September 10,2019 Page 1 ofil jicoy,,r .s PERMIT/PLAN REVIEW APPLICATION a7' °'v' h! lij 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 t LICENSED CONTRACTOR'S DECLARATION WORKERS'COMPENSATION DECLARATION (Thereby affirm under penalty of perjury that I am licensed under provisions of I hereby affirm under penalty of perjury one of the following: apter 9(commencing with Section 7000,of Division 3 of the Business and �, professions Code,and my license is in full force an effect. ❑ I have and will maintain a certificate of consent to self-insure for workers' .1tt License Class C 3 q i -I •No./I 2 Exp. Date(6I31'ZA I compensation, as provided for by Section 3700 of the Labor Code, for the 1 I �`fpe ormance of the work for which this permit is issued. Signature of Contractor cin. (4 . v ' OWNER-BUILDER, CLARATION U 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 00 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 @` i ,issued.My wp ker 'comp�r�•t��sation msurar- e camdr and policy numbers are: Code.Any city or county which requires a permit to construct,alter,improve, 1 'er i-1 R l.V yu n) Cl1 COM demolish,or repair any structure,prior to its issuance,also required the applicant . �: �-( for such permit to file a signed statement that he or she is licensed pursuant to the olicy Number provisions of the Contractors License Law(Chapter 9(commencing with Section s section need not a 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 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)): PP 1 compensation Laws of California,and agree that./ sho d become subject to the j ? orkers'compensation provisions of Section . I I oft e Labor Code,I shall ❑I, as owner of the roe forthwith comp w th those provisions. ''�' property,rty, or my employees with wages as their sole p compensation,will do the work,and the structure is not intended or offered for ' -1 to 1 I )• sale(Section 7044,Business and Professions Code:The Contractors License I IjiI ate Sigma -�`�.1�� Law does not apply to an owner of property who builds or improves thereon, �IF , or who does such work himself or herself or through his or her own employees,provided that such improvements am not intended or offered for 1 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 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 to thecost of compensation, did not build or improve for the purpose of sale). damages as provided for in Section 3706 of the Labor Code, interest, and attorney's fees. o 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: Lender's Name Date Signature Lender's Address IMPORTANT:APPLICATION IS HEREBY MADE 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. &e Title PRINT NAME certify that I have •ad thi-application and state that the above information is correct and that I am the owner or duly authorized agent of the owner. ggree to comply 't all m ty ordinances and State Laws relating to building construction. I hereby authorize representatives of the City of A' dia to enter , k o 1 e a 1 i ,e-me '.:,�rui•property for inspection purposes. i ature ='S aIL Date ilib Iiq rvmcmie..m u ria.:sgw+rA...cxw>aL.LA [x.>`� ; ' LORI & CANDIDO GAMEZ . bio 3i •,... , ,,,,, . . .r„-.. • 1 11.88 kW PHOTOVOLTAIC SYSTEM 1*, 4 1827 WILSON AVE ARCADIA, CA 91006 , w ..:1131 , f ` -� €A,., 'lia> '� �a e ,, ,/ Ls ��11 � y�T r l f4 - 7 '1 •- 9�'�prr SC+PE OF WORK: � NS 4 33 : P(T4F3%T-3EOR•PO SO_L7PANEtS s` 50_A'iPANF15 ,+_ ( - SEi1WGH•US INl'E'FTER sE O .'IA LINVERTER IA �.. A Y:r1 ,•e A 2 •• TESLA cOWERWALL2 BAT ERY BACKUP s¢F! Z i s' 6 5i U Ui6' me SEHPER JOB n:245631 ; to � ir � SHEET INDEX: 1—..rcmr.r,e'� 1 EI -SITE PIAN E6.1 •NOT USED OJ •• E2 • NOTESE7 - SINGLE LINES 2 *: E3 - NOT USED E7.1 - NOT USED ' EC - NOT USED ER - ELECT. NOTES n.• A ES - ROOF PLAN E9 - SIGNAGE 1 .1 E6 - DETAII5 _ A -cll. VICINITY MAP I et fT<<9A'TEtR.V9C SNU•'}T'r1�41Ett UC _ ,.IJy, 3.. T r. ('AS::'r.'BC AFClauL ?ctszr T;D be.em" -_ I ,I Tij ' 'MI 21nA PHI R RISUJA(CT @ •EEOING(RI MG t 1 ``- :OA Tr ALLKi{X RYA{y: N ,t;,��yytt- p �!C Ffgp0o�ppppgc.. P1 d tTER1T MINT RVTiI'v kTF%.:•9(LHAuf 4t)U9 •/ fWtC,tl4t3.t�c Fa®wilt QW WHEIw�' N51 IA t S %1 . 4EttRRR: �- ` - F'Y.{/Fr1'i.-R14R4 J!\]-r r� ill Lk_ iI it ii GJAFIT9A 'TO'ZA C;.ZRATI>i,;.AJ ` _ ' Cf11TE•a:14,.."4'GM ,/,J A p ] C C. • AAA n N(5IC I t,Cc,RP W SlT'(M - it I V ~-SZ01Q 1 I .1 s t i .r)ANART ucarc� ,...i.WADS +XMNtIr.Jitc�snArxellnvcrarE»ai SITE PLAN "RFIat f L4{E)l£M 6E Al'vOCA1.0 NI WWIR.TR(A 1'»I P/J!L\MI Tic.A. I �•�ryr, !.'Q1HIS A0.Kl ©OOTCATCWS :Oen ATC/Cse1tt.Nri,: Nt:r/I:t•.1� i I 1Y1/ __ ...�s. NOTE: ALL SCALES SET TO 11X17.SHEET SIZE =-_•- ........__ _ FILE NO A` -27-2019 APPLICATION FOR HOMEOWNER ASSOCIATION ARCHITECTURAL DESIGN REVIEW DATE FILED Ii 20,9 (SHORT REVIEW PROCEDURE) � PROJECT ADDRESS 5' Z t✓Vq { Al r J /nom(' / 1, (C q ` 1 to PROPERTY OWNER'S NAME' Ca/AS F'/ 0"e. ADDRESS(le DIFFERENT;' T E_FNoraE Na.'(.-:14.>-CYLI L �{ 1 E-MAIL ADDRESS' 1{ a ,ry\f 2-CX SW°l'. C ennThi APPLICANT NAME(r olFr3'✓:1"; ADDRESS: TESR.1ON?NO E-MAIL ADDrP,,=SZ DESCRIPTION OF PROJECT (Check all that apply): E. Window Replacement(Include manufacturer name and style)Sri inge—story fema_e!and/or aaditicnt:+. • Detached accessory strucwre(si-new,additioris to.anurt remodels FeeHees and/o-teaks In and/or lacing(s,v:sib!e Mata)ren;ane ssas:ens yards J Harmape.lands;apda2 and str:m:,i cement:in iron:and street side yar.n. indudre wit oe: . . emitaion swirnmrg Cools.:pa:,fountains and other water features • Ferree. lights, and ate: feature: related to lennr couns, Spins courts c etner signifcar.: paved feature: i� Painting(exterior only): Manufacturer's name Primary color. ,Trim ,Accent O Mechanical equipment �.., } IX Roofing(Include manufacturer name and style) 1'2.0\1 '_- 303 ct exr0./had,(c_- ACTION&FINDINGS: t � Rj 1'\-- XApproved—The project is consistent with all applicable guidelines J Conditionally Approved-With the following conditions,the project will be consistent with all applicable guidelines J !Denied jg VES opt "• hh the fl lowing 9uidelinatsl `R� __..__- .r .— iiATIAi'a__._ ABS Cha/1/64540 Date - DESIGN DATA 1. CODE: 2016 CALIFORNIA BUILDING CODE ASCE 7-10 2. MATERIAL STRENGTH g` 6 �0 CONCRETE: Fc' = Z500 PSI @ 28 DAYS i93 CONCRETE REBAR: ASTM A615 GRADE 40 Fy = 40,000 PSI •4 *\,�o� STEEL: (AISC 360) 13 EDITION `STA STRUCTURAL SHAPES: ASTM A36 Fy = 36 KSI Q , TUBING: STM A500 GRADE B Fy = 46 KSI PIPE: ASTM A53 TYPE E GRADE B Fy = 35 KSI WOOD: DOUGLAS FIR-LARCH ( 19% MAX. M.C. ) JOIST & RAFTER #2 GRADE Fb = 875 PSI Fv = 95 PSI E = 1.6 x 1,000,000 BEAM & HEADER (4X) #1 GRADE Fb = 1,000 PSI Fv = 95 PSI E = 1.7 x 1,000,000 (6X) #1 GRADE Fb = 1,000 PSI Fv = 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 Fv = 85 PSI E = 1.7 x 1,000,000 STUD #2 GRADE Fb = 675 PSI Fv = 95 PSI E = 1.4 x 1,000,000 SELECT STRUCTURAL (6x, LARGE) Fb = 1,450PSI Fit = 95 PSI E = 1.9 x 1,000,000 MASONRY: CONCRETE BLOCK ASTM C90 Fm = 1500 PSI NO INSPECTION REQUIRED 3. SOIL REPORT: f's= 1,500 PSF/ OR SEE SOILS REPORT 4. LATERAL ANALYSIS: A. SEISMIC LOAD V=CS.W SEE ATTACHED. B. WIND LOAD (SIMPLIFIED PROCEDURE) (130 mph) EXP "C" ULTIMATE Mateaeet Weights Weight Of Materials -Roof and Rigid Insulation Approximate Weights of Floor Requirements Temlock (1"thick) 1.2 psf Trus Joist Products Refer to local building code for live load Cork 0.7 psf TJI 35X Joist Series 2.8 to 4.0 lbs./L.F. ( i Gold bond 1.5 psf TJI 55 Joist Series 4.5 to 6.3 lbs./L.F. design requirements. Styrofoam 0.2 psf Foamglass 0.8 psf TJL,TJLX Truss 3.75 to 4.25 lbs./L.F. Rigid fiberglas 1.5 psf TJW 4.5 to 5.25 lbs./L.F. Composition Roofing TJ/60 Truss 4.75 to 5.75 lbs./L.E. r 2-15 lb.and 1-90 lb. 1.7 psf TJM Truss 8 to 9 Ibs.IL.F. 3-15 and 1-90 lb. 2.2 psf Roll or Batt Insulation TJH Truss 10 to 12 lbs./L.F. 3-ply and gravel 5.6 psf Rock wool (1"thick)0.2 psf 4-ply and gravel 6.0 psf Glass wool (1"thick) 0.1 psf 5-ply and gravel 6.5 psf Fir Framing Members ALPOL (1!'thick)0.1 psf IRMA(Insulated Roof Nominal Joist Spacing Membrane Assembly)2" 13.0 psf Size 12" 16" 24" Single-ply roofs (Insulation not included) 2x4 1.4 psf 1.1 psf 0.7 psf Ballasted system 13.0 psf Floors 2x6 2.2 psf t7 psf 1.1 psf Mechanically fastened 2.0 psf . Hardwood(Nominal 1") 4.0 psf 2x8 2.9 psf 22 psi 1.5 psf Fully adhered 2.0 psf Concrete(1"thick): 2x10 3.7 psf 2.8 psf 1.9 psf Regular 12.0 psf 2x12 4.4psf 3.3 psf 22 psf Lightweight 6.0 to 10.0 psf 3x6 2.4 plf Linoleum or soft tile 1.5 psf Fir SheathingVa"ceramic or quarry tile 10.0 psf 4x6 5.0 pit (Based on 36 pcf) GYP-CRETE( ") 6.5 psf 4x8 6.8 pit %"plywood 1.1 psf 4x10 8.6 plf Ys"plywood 1.5 psf 4x12 10.4 plf %"plywood 1.8 psf . • 944"plywood 2.3 psf Ceilings i 11A"plywood 3.4 psi Acoustical fiber tile 1.0 psf 1"sheathing 2.3 psf � r Weight of Sprinkler Systems gypsum board 2.2 psf Schedule 40,SW.Pipe Schedule 10,Thin Wall 2"decking 4.3 psf %"gypsum board 2.8 psf Size of Dry(pin Wet(pit) Dry IPiO Wet pul 3"decking 7.0 psf Plaster(1"thick) 8.0 psf 4"decking 9.3 sf .1„ 11 2.1 P Metal suspension system (including tile) 1.8 psf ri' 2.3 3.0 Wood suspension system We' 2.7 3.6 Miscellaneous Decking Materials (including tile) ' 2.5 psf 2" 3.7 5.2 2.7 3.8 Poured gypsum (1"thick) 6.5 psf 2W' 5.8 7.9 3.5 5.9 Vermiculite concrete (1"thick) 2.6 psf 3" - 7.6 - . 10.8 4.3 8.0 Corrugated galvanized steel - 3W' 9.2 13.5 5.0 11.2 16 ga. 2.9 psf 4" 10.9 16.4 5.6 14.5 20 ga. 1.8 psi 5" 14.8 23.5 7.8 20.0 22 ga. 1.5 psf • s" 19.2 31.7 9.3 • 26.2 24 ga. 1.3 psf Asphalt shingles 2.5 psf 8" 2e.s sg.a 16.9 40.1 Wood shingles 2.0 psf 10" 40.5 74.6 Clay tile 9.0 to 14.0 psf Note:When accumulating total dead load we strongly urge you to use a minimum of 1.5 psf for 'miscellaneous'with all dead loads. 1 ; TRUE JOIST CORPORATION .a division of Ti International a l P.O.Box 60 Boise, Idaho 83707 208/375-4450 (tom e, . BWU Consultants, Inc. 9 .,y6 tte 1168 N. San Gabriel Blvd., #N 0%. Rosemead, CA. 91770 �4s 0 5'��� Tel: (626) 288-0708 *STA P Email: twengrs1168@gmail.com I Date: '1 (2016 CALIFORNIA BUILDING CODE) EXIST'G ROOF LOAD'G (AS BUILT) SOLAR PANEL D.L. SIZE: TILE ROOF'G 9.0 psf 18.0 SQ.FT. 1/2" PLYWD SHT'G 1.5 2x4 @ 24 O.C. 0.7 RAFTER MISC 0.8 WEIGHT: D.L. = 12.0 psf WT = 2.9#/SQ.FT. L.L. = 20.0 psf (USE 3.0 #/SQ.FT.) T.L. = 35.0 psf L: 7-0" MAX SPAN W: (12+3+20) x 24/12 = 70.0 plf M: 428.75 pf Sreq: 2.92 in3 R: 245 lb Areq: 3.09 int 2x4 RAFTER CAN CARRY SOLAR PANELS SECTION 3403.3 33 x 3 x 18 = 1782 1b (ROOF DL 12) x 4315 = 51780 lb 1782 / 51780 = 3.4% WIND LOAD e#1149-194 �‘owu � QQo`�` 1149 9 y tt PER (CBC SECTION 1609) 9��y 130 MPH, EXP C" cn "-cv \�o; \Z 6.5.15, Design Wind Load on Others Structures F = qzG Cr Ar (6-27) oz= .00256 Kz K1 Kd V2 I (6-15) Ht.z at the centroid of area Af= 10 ft Exp= c Exposure coefficient Kr= 0.85 6.5.6.6,T-6-3 for MWFR Topography factor Ka= 1.00 6.5.7.2 Table Directionality factor Kd= 0.85 6-4 Wind Speed V= 130 mph Table Importance factor l„,= 1.00 6-1 qz= 31.26 psf Gust Effect factor G= 0.85 6.5.8 Force coeff Cf= 1.31 Figure 6-21 through 6-23 Design wind pressure, F/Af = 34.81 psf so$WN u 40�y�e�, QQ\ �s BWU Consultants, Inc. 9 t6, ts j� 1168 N. San Gabriel Blvd., #N %t.* �A•'c ` c. Rosemead, CA. 91770 $ `'P v�� �O Tel: (626) 288-0708 �`S q Email: twengrs1168@gmail.com Date: LATERAL (2016 CALIFORNIA BUILDING CODE) WIND EXP "C", WIND SPEED: 130 mph (C.B.0 SECTION 1609) UPLIFT WITHDRAWAL FORCE FOR SOLAR PANEL STANDOFF / FAST JACK Vup= 34.81 Ib/sq.ft NO. SOLAR SUPPORTS OF TILE UNIT FORCE PER PANELS UPLIFT FORCE HOOK/STANDOFF (5/16"o) LAG SCREW 9 9 x 34.81 x 18 = 5639.22 lb 14 402.8 lb/lag screw 5 5 x 34.81 x 18 = 3132.9 lb 10 313.3 lb/lag screw 6 6 x 34.81 x 18 = 3759.48 lb 12 313.3 lb/lag screw 13 13 x 34.81 x 18 = 8145.54 lb 24 339.4 lb/lag screw SEISMIC PER C.B.0 SECTION 3403.4 1782 lb / 51780 lb = 3.4% < 10.0% OK O.K. USE 5/16"Ø X 3 1/2" LONG STAINLESS STEEL LAG SCREW WITH MIN. 2 1/2" EMBED TO EXIST'G ROOF MEMBER. CAN RESIST WIND UPLIFT FORCE. Vail = 274 x 2.5 = 685 Ib > 402.8 Ib OK NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 77 v a ;, ' Table 12.2A Lag Screw Reference Withdrawal Design Values,WI nts Tabulated withdrawal design values(IV)are in pounds per inch of thread penetration into side grain of wood member. 5 Length of thread penetration in main member shall not include the length of the tapered tip(see 12.2.1.1). be Specific Gravity, Lag Screw Diameter,D ICO !, 2 1/4" „ 3/8" rr n n rr n 1" n rG- G 5/16 7/16 1/2 5/8 3/4 7/8 1-1/8" 1-1/4 on 0.73 397 469 538 604 668 789 905 1016 1123 1226 1327 tc- 0.71 381 450 516 579 640 757 868 974 1077 1176 1273 I. - 0.68 357 422 484 543 600 709 813 913 1009 1103 1193 0.67 349 413 473 531 587 694 796 893 987 1078. 1167 0.58 281 332 381 428 473 559 641 719 795 869 940 0.55 260 307 352 395 ' 437 516 592 664 734 802 868 0.51 232 274 314 353 390 461 528 593 656 716 775 030 225 266 305 ' 342 378. 447, 7 513 -576 636, . 695 -. -752' r_ 0.49 218 258 296 332 367 434 498 559 617 674 730 to 1 0.47 205 242 278 312 345 408 467 525 580 634 686 1, 0.46 199 235 269 302 334 395 453 508 562 613 664 n 0.44 186 . 220 252 - • 283 312 '369 423 475 525 574 621 0.43 179 212 243 2:n 302 357 409 459 508 554 600 0.42 173 205 235 264 291 344 395 443 490 535 579 0.41 167 198 226 254 281 • 332 381 428 473 516 559 p ) -. ''0.40 161 190 218 245 271 320 367 412 455 497 538 G r, y 0.39 155 183 210 236 261 308 353 397 ' 438 479 518 m 0.38 149 176 202 227 251 296 340 381 422 461 498 1 t 0.37 143. 169 194 218 241 285 326 367 405 443 479 i 0.36 137 163 186 209 231 273 313 352 389 425 460 m 0.35 132 '. 156 179 200 222 262 300 337 373 407 441 Y 0.31 110 130 149 167 185 218 250 281 311 339 367 —i 1. Tabulated withdrawal design values,W,for lag screw connectionsshall be multiplied by all applicable adjustment factors(see Table 113.1). Z 2. .Specific gravity,G,shall be determined in accordance with Table 12.33A. M to 12.2.3.4 For calculation of the fastener reference 12.2.3.2 For calculation of the fastener reference withdrawal design value in pounds, the unit reference withdrawal design value in pounds, the unit reference withdrawal design value in lbs/in. of ring shank pene- withdrawal design value in lbs/in. of fastener penetra- tration from 12.2.3.3 shall be multiplied by the length tion from 12.2.3.1 shall be multiplied by the length of of ring shank penetration,pt,into the Wood member. fastener penetration,pt,into the wood member. ' 12.2.3.5 Nails and spikes shall not be loaded in 12.2.3.3 The reference withdrawal design value, in withdrawal from end grain of wood(Ceg 0.0). lbs/in. of penetration,for a single post-frame ring shank 12.2.3.6 Nails,and spikes shall not be loaded in nail driven in the side grain of the main member, with withdrawal from end-grain of laminations in cross- the nail axis perpendicular to the wood fibers, shall be laminated timber(Ceg 0.0). determined from Table 12.2D or Equation 12:2.4,with- in the range of specific gravities and nail diameters giv- en in Table 12.2D.Reference withdrawal design values, 12.2.4 Drift Bolts and Drift Pins _ ` W, shall be multiplied by all applicable adjustment fae- i tors (see Table 11.3.1) to obtain adjusted withdrawal Reference withdrawal design values, W, for con- Adesign values,W'. nections using drift bolt and drift pin connections shall 1 W= 1800 G2 D (12.2-4) be determined in accordance with 11.1.1.3. I 1 AMERICAN WOOD COUNCIL