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HomeMy WebLinkAbout1250 MARIPOSA RD; ; CB000739; PermitCity of Carlsbad 061121~:ooo Residential Permit Permit No:CB000739 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: 06/12/2000 # Dwelling Units: Bedrooms: Project Title: 1250 MARIPOSA RD CBAD RESDNTL Sub Type: 2122202200 Lot#: $238,992.00 Construction Type: Reference #: 1 Structure Type: 5 Bathrooms: MARIANO-PLAN 3-PHASE 1 2746 SF+587 SF GAR+44 SF PORCH SFD 22 VN CT97-14 SFD 4 Applicant: Owner: STANDARD PACIFIC CORP 9335 CHESAPEAKE DR SAN DIEGO CA 92123 619 292-2200 Status: Applied: Entered By: Issued: Inspect Area: Orig PC#: Plan Check#: ' . ·~ ,. • < ISSUED 01/19/2000 RMA Plan Approved: 06/12/2000 PC99-168 PC000010 Total Fees: $17,226.71 ce Due: $17,226.71 ;wr__ -,,0 • "' ""' "" "' +10+ s,:7 ;,0:, z10-s,,.. .0 ,.. . . . ,q,.,.. "'"' ., i Building Permit ;• ., , ·,, $1,107.56 ,l!Jle_ter S1;re , :-• p, ,. Add'I Building Permit Fee ,;.• •·• ·.: ! $0.00 ' • Add'I Reel. Water CllC!, P'te •· • Plan Check !;!;J!Z!! $719.~:i' ;MetirFee .r:: 1 !:;-:;~-:· Add'I Plan Check Fee ••:a,.,,,~, .,: """I• · "Sb"WA f;ee;' ,.,.:~ • · · • ,r-.-Pf, ~ a ~ \ "' .. ¥ -~ • Plan Check Discount >:::·::;; ~ ~ ($1Sfll ijf:'O P!1yoff~ , i -; ; : > · Strong Motion Fee •, ., • , ~ , • $23. • 1'!11F. • .. _ • Park in Lieu Fee • "• • •, ll,,ii75,btl l=ff~ (CFO Fun4)~ . "" , Park Fee ::::·· *•: :lfl?;00 ~ License T~; !'; '" ~ ! : :: LFM Fee -::~:":''"~ $illllmt++ .,,,tip!ln~ l'!lX;(~F~ -~• Bridge Fee tt✓t;ey,wkf. . 411(f:W::Nr*'J'llflb4NiYJnact ~-.::...iB-+J&w, •sJf\:,r ;$¥ 44$+ :•w-: ~+wr Other Bridge Fee. 0 :: •: ·••• ,·ai11c lnipa~caJ'll?Fund) BTD #2 Fee '" :.::r: 1:,tlif,1;:C.:t"cPl:lt~llon Fee BTD #3 Fee $\1:\50'::': • ••~Ii /';ee Renewal Fee $0.00 . + '·l=fLUMBING TOTAL Add'I Renewal Fee $0.00 ELECTRICAL TOTAL Other Building Fee $0.00 MECHANICAL TOTAL Pot. Water Con. Fee $2,400.00 Housing Impact Fee Meter Size 05/8 Housing lnLieu Fee Add'I Pot. Water Con. Fee $0.00 Master Drainage Fee: Reel. Water Con. Fee $0.00 Sewer Fee: TOTAL PERMIT FEES $0.00 $0.00 $0.00 $4,303.24 $4,349.65 $0.00 $0.00 $0.00 $580.00 $0.00 $0.00 $0.00 $196.00 $60.00 $72.00 $0.00 $0.00 $0.00 $1,897.00 $17,226.71 Inspector~ FINAL APPROVAL Date: / / · /4 ,. lfD Clearance: \ \ · \ • rJD \ ( NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this or as to which the statute of limitations has "reviouslv otherwise exoired . ..,, 1 y ur 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 City· of Carlsbad Bldg Inspection Request For: 11/1/2000 Permit# CB000739 Title: MARIANO-PLAN 3-PHASE 1 Description: 2746 SF+587 SF GAR+44 SF PORCH Type: RESDNTL Sub Type: SFD Job Address: Suite: Location: 1250 MARIPOSA RD Lot 22 APPLICANT STANDARD PACIFIC CORP Owner: Remarks: Total Time: CD Description Act Comments 3l Final Electrical vJ (__ n t11J~ ~ rJ 4. ',,, Q Associated PCRs lnsgection Histo[¥ Date Description Act lnsp Comments 10/27/2000 89 Final Combo co PD 10/23/2000 39 Final Electrical AP PD Inspector Assignment: PD --- Phone: 6192j75555 . Inspector: Requested By: JOHN COMPTON Entered By: CHRISTINE C [/ft;]'l .... o <i/J rs ~z 10/17/2000 39 Final Electrical NS PD RED TAGGED 8/28/2000 82 Drywall/Ext Lath/Gas Test AP PD 8/24/2000 82 Drywall/Ext Lath/Gas Test NR TP 8/18/2000 16 Insulation AP PD 8/16/2000 84 Rough Combo AP PD 8/14/2000 84 Rough Combo co PD 8/8/2000 13 Shear Panels/HD's AP PD 7/25/2000 15 Roof/Reroof AP PD 6/16/2000 11 Ftg/Foundation/Piers AP PY 6/13/2000 21 Underground/Under Floor AP PD 6/13/2000 22 Sewer/Water Service AP PD .. City ·of Carlsbad Bldg Inspection Request For: 8/16/2000 Permit# CB000739 Title: MARIANO-PLAN 3-PHASE 1 Description: 2746 SF+587 SF GAR+44 SF PORCH Type: RESDNTL Sub Type: SFD Joo Address: 1250 MARIPOSA RD Suite: Lot 22 Location: APPLICANT STANDARD PACIFIC CORP Owner: Remarks: Total Time: CD 14 24 Description Frame/Steel/Bolting/Welding Rough/Topout ¥,-Comments 34 Rough Electric 44 Rough/Ducts/Dampers Associated PCRs lnsgection Histo01 Date Description Act lnsp Comments 8/14/2000 84 Rough Combo co PD 8/8/2000 13 Shear Panels/HD's AP PD 7/25/2000 15 Roof/Reroof AP PD 6/16/2000 11 Ftg/Foundation/Piers AP PY 6/13/2000 21 Underground/Under Floor AP PD 6/13/2000 22 Sewer/Water Service AP PD Inspector Assignment: PD --- Phone: 6192475555 lnspector:dL_ Requested By: JOHN Entered By: CHRISTINE ~8/17/2000 09:53 94%450526 r™ JERRY TU~KER & ~SOCIATES, INC. ~I ucJ coNsuLTING stRucrwRAL i.;NGINE1:Rs TELEPHONE (949) 646-2422 FAX (949) 1145-0520 JERRY TUCKER ASSOC STRUCTURAL CALCULATIONS PROJECT: Mariano CLIENT: Standard Pacific -San Diego Revisions Heeder verification,; at Plan 3, Lot 22 . ·-~-•¥•-·--- PAGE 02 Sheet TITLE Job No. 99-166 Date 8/17100 DSM ----1 AUG. 11 zrm Table of Contents Calculations Pages 1, 2 STANDARDS B11 1)8/1 7 /2000 09: 53 94%450 526 n JGr/27 JERRY njCKER & 'ASSOC!ATES, !NC. I ,.) i I • , C:..' r•ol1r,11; -, .. ,c ~"l"HI ,,-.,..,-1 1n11L '·tJ''[Mj::~"!=!~ L--...• •--..J . ..,, ,-.~_.,~._ 11'1 -q1nvv1u11M. ~ .Ul'l,._i:;;,,.__, TELEPHONE. (949) 545-2422 FAX (~) 54H626 _ R ~ @-B:::.A:-f1--l (~ ,3,-\.fl'i~'2J JERRY TUCKER ASSOC . -Sheet Jc,t; No. Date Engir1e,e, c.c-~-.11"'. '?,~,.JI ~ t.,;;; \,. "l<, •. PAGE 03 r ~-le."- %c. ~--1 j ~.tyll~L 1,..i --------_--._:±--__ -_-_-_,-_-_---__ -_TI;!, 1,xrv ,,? \!.,.,<et't.U;,'-_______ I I 1\, \ \ /, !=::::':[ ===!:==:!:=.~:::'.::I:::::=:_:_· =:::::J'..._/_· -\\_)tl\i I ~'t::;Tt "'16' ~\ \Nti+-- ~Ji),.,'""Jjc:N v~ l f't ~"11 '~ G-z 4-,.; 0 ~i.;.,e_ I N \.1 e;u ' o!? ¢ ½.-.. 1 ¼ t..:i::,L <l-\ .. i .. .11c,ttbN "'-'1 "-\ 'O:>s..../ C L.t5S 3!,.11 ~Lsi...£,..-11 l...,c:. 4',,;;.1 l...Slsf:3"<=11r..:). CA-U:.'GttR'-~-n) , '-'le. <2.% ~ L\~..r -~,\z,d t:Ja.Ls L-J:!Jl '-f . f:l.. , ,;:.,, i'd l:S I I~ l ~ o/ ;,<.6 ff.?!?_. 'Y VJ,(2.. l h c.c..-r; a-l ~ 4-< (.. \ ~ l:ZI(Z I t.l U , cF '\-'-st.. e ~ t--.-\~ ~ ~e-~i. .. 11eL&.L r:i. '"'" ') L~ ~ ,s' C~oe-&-10 ~ .6117', ~ e,-11) Ll.be"o~')( I ~)rl.sL '-" c. °'16 I ~ c..ci.. T R. l r--.-\ .:foE:. 7 I "4 1.,-1 BU C'4'-.-::+'>(C... <:T .J'< I f Qi ~8/17/2000 09:53 94%450526 ~ ~/;7 JERRY TUCKER & ASSOCIATES, INC, t_::j L!'.'./lJ CONSVLTING STRUCTURAL &:NGINEERS TELEPHONE (1149) "45-24,2 FAX (949) 545-0526 JERRY TUCl<ER ASSOC Sheet Job No. Date Engineer PAGE 04 -2. qq_,~ 9/ae Dot-I ...__ ________________________ .....J 08/17/2000 09:53 9495450526 JERRY TUCKER ASSOC PAGE 05 ~ JERRY TUCKER & ASSOCIATES, INC. Shee1 Job No. CONSULTING STRUCTIJRAL ENGINEERS Date TELEPHONE (9<19) 5<5-2422 ~AX (949) 645-0526 Englnftr UNIFORML V LOADED BEAM & HEADER SCHEDULE 811 3 112' TIMBtRSTRAND 8/17/00 ALLOWABLE STRESSES Fv= 285 psi Cd 1 a 1.00 Cd 2 ~ 125 Fb• 1700 psi E• 1.3 X1~psl Def-V 360 Fv Wmax ~A'FV/1,5/(1./2 -d)"LDF Cd = Load duration factor. Fb Wmax =S'Fb/1,5/L"2"l.DF E Wmax ~ 0.0444'?'1'E/l "4 ALLOWABLE UNIFORM LOAD (II/FT) FOR SPECIFIED SPANS: FOR Cd= 1.00 SPAN IN FEET BMDl"T 4 5 6 7 8 9 10 12 14 16 18 20 22 24 51/2" 1250 748 433 272 183 128 9:3 71/4" 2172 1390 965 624 418 294 214 124 78 9 1/2" 3729 2387 1657 1218 932 661 482 279 178 118 83 11 7/8" 6827 3729 2590 1903 1467 1161 932 644 343 230 161 118 88 14" 5096 3538 2600 1990 1673 1274 886 562 376 264 193 145 111 16" 4553 3345 2661 2024 1639 1138 836 562 394 288 216 166 18'1 4179 3199 2528 2048 1422 1045 800 5/S2 409 308 237 ALLOWABLE UNIFORM LOAD (#/FT) FOR SPECIFIED SPANS: FOR Cd= 1.25 SPAN IN FEET BM OPT 4 5 8 7 8 9 10 12 14 16 18 20 22 24 5 1/2" 1460 748 433 272 183 128 93 71/4" 2716 1712 991 624 418 294 214 124 78 9 1/2" 4661 2983 2072 1404 941 661 482 279 176 118 83 11 7/8" 7283 4661 3237 2378 1821 1290 941 644 343 230 161 118 88 14" 6369 4423 3249 2488 1966 1541 892 562 376 264 193 145 111 16" 56!12 4182 3202 2630 2049 1331 saa 662 394 288 216 166 18" 5224 3999 3160 2560 1777 1194 800 662 409 308 237 City· of Carlsbad Bldg Inspection Request For: 8/8/2000 Permit# CB000739 Title: MARIANO-PLAN 3-PHASE 1 Description: 2746 SF+587 SF GAR+44 SF PORCH Type: RESDNTL Sub Type: SFD Job Address: 1250 MARIPOSA RD Suite: Lot 22 Location: APPLICANT STANDARD PACIFIC CORP Owner: Remarks: Total Time: CD Description Act Comments Inspector Assignment: PD --- Phone: 6195205310 Inspector~ Requested By: BRIAN Entered By: CHRISTINE 13 Shear Panels/HD's ¥----- Associated PCRs lnsgection Histo[Y Date Description Act lnsp Comments 7/25/2000 15 Roof/Reroof AP PD 6/16/2000 11 Ftg/Foundation/Piers AP PY 6/13/2000 21 Underground/Under Floor AP PD 6/13/2000 22 Sewer/Water Service AP PD rJob· :=---~ russ russ ype ~OREPT SC109320 R3397481 11C ROOF TRUSS • R"Fraffiing ys ems, nc., I e n us nes, nc. _age ;1-2:Q 6-9-14 13-5-0 20-0-2 26-10-0 i'8-0:9Scale = 1 :63.2 1-2-0 ·I. 6-9-14 6-7-2 6-7-2 6-9-14 1-2-0 3X4== 5.00[lT 4x4c:::: 5 4x4~ 1.5x4 \\ 24" GUSSETS 24" GUSSETS IJ 14 13 11 3x4== 3x4 II 12 6x10== 10 3x4== 8-3-15 TYP. EACH FACE . Plate Oflsets (X Vy (2·04-2 0-HSJ !StJ::2-0 edge] [8·0-4-2 0-1-8) . LOADING <r,•Q SPACING 2-0-0 CSI TCLL 6.0 Plates Increase 1.25 TC TCDL 14.0 Lumber Increase 1.25 BC BCLL 0.0 Rep Slress Iner NO WB 3x4II 4x4= 18-6-1 26-10-0 10-2-2 8-3-15 ' OEFL (in) 8oc} 1/derl PLATES 0.58 Vert~L) -0.10 1 -14 >999 M20 "0.89 Vert L) -0.50 10-14 >639 0.73 Horz(TL) 0.07 8 n/a GRIP 220/195 BCDL 7.0 Code UBC97/ANSl95 (Matrix) 1st LC LL Min 1/derl = 240 Weight: 119 lb LUMBER TOP CHORD 2 X 4 OF No.2-G BOT CHORD 2 X 4 OF No.1&Btr-G *Except• 11-132X6DFSS-G WEBS 2 X 4 OF Stud/Std-G REACTIONS (lb/size) 2=1214/0-U, 8=1214,0..3-8 Max Uplift2=-24(Ioad case 3), 8=-24(Ioad case 4) Max Grav 2=121S(load case 4), 8=1215(Ioad ca~ 3) FORCES (lb) -First Load Case Only BRACING TOP CHORD Sheathed or 3-2-11 on center purlin spacing. BOT CHORD Rigid ceiling directly applied or 5-0-0 on center bracing. TOP CHORD 1-2=27, 2-3=-2406, 3-4=-2217, 4-5=-267, 5-S--267, 6-7=-2217, 7-8=-2406, 8-9=27 BOT CHORD 2-14=2138, 13-14=1655, 12-13=1654, 11-12=1638, 10-11=1655, 8-10=2139 WEBS 3-14•-309, 4-14=679, 6-10=679, 7-10=-309, 4-6--1429 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) This truss has been designed for a 10.0 psf boflom chord live load nonconcurrent with any other Jive loads per Table No. 16-B, UBC-97. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable cf withslanding 24 lb uplift al joint 2 and 24 lb uplift at joint 8. 5) This truss has been designed with ANSVTPI 1-1995 criteria. 6) Load case(s) 1, 2, 3, 4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 7) This truss has been designed for 2950 lb. max. horizontal (drag) load. LOAD CASE(S) 1) Regular: Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads (plf) Vert: 1-2•-60.0, 2-3=-60.0, 3-4•-60.0, 4-5=-60.0, 5-6=·60.0, 6-7=-60.0, 7-8=-60.0. 8-9=-60.0, 2-14=-14.0, 13-14=-14.0, 12-13=-74.0, 11-12=·74.0, 10-11=-14.0, 8-10=-14.0 2) USC; Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads (plf) --- Vert: 1-2=-28.0, 2·3=-28.0, 3-4=-28.0, 4-5=•28.0, 5...S=·28.0, 6-7=·28.0, 7-8=·28.0, 8-9=-28.0, 2-14=-34.0, 13-14=-34.0, 12-13•-94.0, 11-12=-94.0, 10-11=-34.0, 8-10=-34.0 3) User defined: lumber /ncrease=1.33, Plale lncrease=1.33 AUG O 4 2000 Uniform Loads (plQ Vert: 1·2=-28.0, 2-3=19.4, 3-4=17.8, 4-5=17.8, S-6=-73.8, 6-7=-73.8, 7-B=-75.4, 8-9=·28.0, 2-14=-14.0, 13-14=-14.0, 12-13=-22.2, 11-12=-0.8, 10-11=-14.0, 8-10--14.0 Horz: 2-3=255.2, 3-4=264.0, 4-S-264.0, 5-6=264.0, 6-7=264.0, 7-8=255.1, 12-13=-1480.0, 11-12=-920.0 Drag: 2-14•-110.0, 13-14=-110.0, 10-11•-110.0, 8-10=-110.0 4) User defined: Lumber Increase= 1.33, Plate lncrease=1.33 A ~t½'~~ -~~,]\' desi,;n parameter.f and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MlTak connectors. This design is based only upon parameters shown, and is for an individual buHding compOnent to be Installed and loaded vertiCal/y. Applicability of design parameters and proper incorporation of component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility ol the erector. -·-™ Additional permanent bracing of the overall structure is the responsibility ol the building designer. For general guidance regard·Ing fabrication, quality control, storage, delivery, erection, and bracing, consult QST-88 Quality Standard, DSB· 89 Bracing Specification, and HJB-91 Handling lnstallatlon and Bracing Recommendation available trom Truss Plata Jnslllute, 5B3 D'Onofrlo Drive, Madison, WI 53719 Milek Industries, Inc. , ~ . Symbols PLATE LOCATION AND ORIENTATION -~ * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. * For 4 x 2 orientation, locate plates 1 /SU from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. "For tabular plating format refer to the Milek/Gang-Nail Jalnl/Plate Placement Chart PLATE SIZE 4x4 The first dimension is the width perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING ~ BEARING ~ Indicates location of required continuous lateral bracing. Indicates location of joints at which bearings (supports) occur. 0 "' ~ 0 a_ 2 Numbering System J2 J1 J3 TOP CHORDS BOTTOM CHORDS J8 J4 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE I.EFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217,9190 WISC/DILHR 870040-N, 930013-N,910080-N Ill™ Milek Industries, Inc. ■® ~® HYDRO-AIR® GANG-NAIL @ a_ 2 TM A General Safety Notes Failure to Follow Could Couse Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supeivisor, property owner and all other interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, location chord splices at 1/4 panel length (±6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or pu~ins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transfening connections to trusses ore the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or a~er truss members or plate without· prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. ©1993 Milek Holdings, Inc. •1.:m6-~---•·--Trrru'ussss ___ T1"i,iius~sslyypepe ______________ TClly-"Tf'lf-T'SFIOlaEPClll'l"TE---------------=::=::=::7 SC109320 R33974811 11C ROOF TRUSS • ram ng ys ems, nc., cmay, 99 M1 I ek industnes, inc. Wed Jul 05 14:02:18 2000 ':'age 2 LOAD CASE(S) Uniform Loads (plf) Vert: 1-2=s-28.O, 2-3=-75.4, 3-1=-73.8, 4-5=-73.8, 5-6=17.8, 6-7=17.8, 7-8=19.4, 8-9=-28.0, 2-14=-14.O, 13-14=-14.O, 12-13=-5.8, 11-12=-27.2, 10-11=-14.0, 8-10=-14.0 Horz: 2-3=-255.2, 3-4•-264.0, 4-5=-264.0, S..6=-264.O, 6-7=-264.0, 7-8=-255.1, 12-13=1480.O, 11-12=92O.O Drag: 2-14=110.0, 13-14=110.0, 10-11=110.0, 8-10=110.0 REPAIR NOTES: 1. THIS REPAIR IS TO INCREASE THE DRAG LOAD TO 4300 LB. 2. ATTACH 1/2" CDX PLYWOOD GUSSETS TO EACH FACE OF THE TRUSS WITH 10D COMMON WIRE NAILS (0.14B"DIA. X 3.0" LGTI CLINCHED AND SPACED AT 3" O.C. ALONG EACH FACE OF EACH MEMBER AND WITH THE MINIMUM AMOUNT OF NAILS INTO EACH FACE OF EACH MEMBER SHOWN CIRCLED. 3. 7/16" EXP.-1 32/16 SPAN RATED OSB MAY BE SUBSTITUTED FOR 1/J" CDX PLYWOOD. A, WARNING -Verifv de.~iRn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid !Qr use only with Milek connectors. This design is based only upon parameters shown, and IS for an individual building comptment to be installed and loaded vertically. Applicability of design parameters and proper incorporation o! component is responsibility of building designer -not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility ol the erector. 111_1_ ™ Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult QST-88 Quality Standard, DSB- 89 Bracing Specification, and HIB-91 Handling Installation and Bracing Racommendation available from Truse Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 Milek Industries, Inc. AUG O 4 2000 ; ' , · Symbols PlcATE LOCATION AND ORIENTATION -~ * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. * For 4 x 2 orientation, locate plates l /8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. "For tabular plating format refer to the Milek/Gang-Nail Joint/Plate Placement Chart PLATE SIZE 4x4 The first dimension is the width perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING ; BEARING ~ Indicates location of required continuous lateral bracing. Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS c, c, ---I I 71-.........~ J5 0 " ~ -, ~lL lti]~8 0 u "-2 • :• B ~ ca c; BOTTOM CHORDS Jl J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO 86-93, 85-75, 91-28 TCB 17.08 1591, 1329,4922 87206, 86217, 9190 SBCCI WISC/DILHR 870040-N, 930013-N, 910080-N ■® GANG-NAIL @ ■I™ Milek Industries, Inc. ~® HYDRO-AIR® PANEL CLIP TM A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, location chord splices at 1 /4 panel length (±6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is lo camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 1 O. Top chords must be sheathed or punins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or a~er truss members or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. ©1993 Milek Holdings, Inc_ m CIIYIICarlsbad BJa flnal BUIiding lnspectian I -I 20,,J Dept: Build" g Plan Check#: CMWD St Lite Fire Date: 10/27/2000 Permit#: Project Name: Address: CB000739 MARIANO-PLAN 3-PHASE 1 2746 SF+587 SF GAR+44 SF PORCH 1250 MARIPOSA RD Contact Person: NA Phone: Water Dist: CA Permit Type: RESDNTL Sub Type: SFD Lot: 22 H O ■O 00011 011 00 ■-■■■U ■■■0101 01 ■011 ■-■ ■00 UO ■■ 0 01 ■ O ■oo■oo ■■0 ■■■ o ■O O 00 ■O I ■00 ■ U ■o■ I ■o I 01 0■ 0 oo ■ o■O ■Io ■■ o o ■ ■ ■o ■O O 00 ■ ■ ■■OO Date Inspected://-/ rOP Approved: ~-isapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Inspected Date By: Inspected: Approved: Disapproved: __ Comments: _______________________________ _ m ;;~;:..lflllhllPICIIID Dept: Building Engineering Plan~t Lite Fire Plan Check#: PC000010 Permit#: CB000739 Project Name: MARIANO-PLAN 3-PHASE 1 2746 SF+587 SF GAR+44 SF PORCH Address: 1250 MARIPOSA RD Contact Person: NA Phone: Sewer Dist: CA Water Dist: CA ~::pectedS}Ja J Date [o/J.1jro Inspected: Inspected l Date By: Inspected: Inspected Dale By: Inspected: Comments: {N4S o.k Lot: Date: 1 0/27 /2000 Permi!Type: RESDNTL Sub Type: SFD 22 Approved: L Disapproved: __ Approved: Disapproved: __ Approved: Disapproved: __