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HomeMy WebLinkAbout1150 CHINQUAPIN AVE; ; CB060833; Permit04-21-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Patio/Deck Permit Permit No CB060833 Building Inspection Request Line (760) 602-2725 Job Address 1150 CHINQUAPIN AV CBAD Permit Type PATIO Status ISSUED Parcel No 2062612500 Lot# 0 Applied 03/23/2006 Valuation $718500 Construction Type NEW Entered By JMA Reference # Plan Approved 03/23/2006 Issued 03/23/2006 Project Title BRUNACHE RES - 283SF DECK &192 Inspect Area PC SF REPL EXIST DECK GARDEN WINDOW & SPIRAL STAIRS Plan Check* Applicant BLUEWATER POOLS 1315ENCINITASBLVD ENCINITAS CA 92024 760 753-6369 Owner BRUNACHE GERARD F 1150 CHINQUAPIN AVE CARLSBAD CA 92008 Building Permit Add'l Building Permit Fee Plan Check Add I Plan Check Fee Strong Motion Fee Renewal Fee Add I Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES $8429 $000 $5479 $000 $1 00 $000 $000 $000 $000 $14008 Total Fees $140 08 Total Payments To Date $140 08 Balance Due $000 BUILDING PLANS J— IN STORAGE ATTACHED Inspector Clearance 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 capacity 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 you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 1 5SPR53ECT* INFORMATION FOR OFFICE USE ONLY PLAN CHECK NO EST VAL Plan Ck Deposit Validated By. Date Addressjmclude BIdg/Suite #)isiness Name (at this address) l!egal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units Assessor s Parcel tt Existing Use Proposed Use Description of Work _*^CONTflCT PERSSfJ Of different SQ FT applicant)J Name 13 APPLICANT Address City o&iat Contractor-HiD Owner B^Xgent for Own • J I -. 4** _ ^2 _— * f DIA State/Zip Telephone # Fax # Name 5 "CONTRACTOR CTOMPANTIIME (Sec 7031 5 Business and Professions Code Any City or County which requires a permit to construct alter improve demolish or repair any structure prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor s License Law [Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom and the basis for the alleged exemption Any violation of Section 7031 5 by,any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]) Name State License ft Address License Class City State/Zi City Business License # Telephone # Designer Name Address City State/Zip Telephone State License # 6-"WORKERS COMPENSATION ---•-,».—• ^ ^ ^^ ^**«*- '"' v'""" "** «€*-* Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations yS/ I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Code for the performance •of the work for which this permit is issued r~l I have and will maintain workers compensation as required by Section 3700 of the Labor Code for the performance of the work for which this permit is issued My worker s compensation insurance carrier Andjjofcy number are^ Insurance Company C ^j- Arf-A/GlS/L//{^JA-/ /. ^A^f (& Policy No^^V/V/gT^CI4@0Cf £> Expiration Datej (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) / / l~l CERTIFICATE OF EXEMPTION I certify that inthe performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Worke«** Cuin)jensa{(pn Law§*B(iCalifornia WARNING Fattore-JofsVcufeVorkers con)pensa"ti«qj:overa-ge is unlawful andshaJLsubject an employer to criminal penalties and civil fines up to one hundred faTprovided for in Section 3706 of the Labor code/interest and attorney s fees DATE "~ ~* 7 OWNlR~BUlLDER DECLARATION^^ ^r iU> addition to he cost c * I hereby affirm that I am exempt from the Contractors!License Law fortthe following reason 0 I as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees provided that such improvements are not intended or offered for sale If however the building or improvement is sold within one year of completion the owner builder will have the burden of proving that he did not build or improve for the purpose of sale) Q I as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with contractor(s) licensed pursuant to the Contractor s License Law) l~l I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and materials for construction of the proposed property improvement l~l YES [~|NO 2 I (have / have not) signed an application for a building permit for the proposed work 3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number) 4 I plan to provide portions of the work but I have hired the following person to coordinate supervise and provide the major work (include name / address / phone number / contractors license number) 5 I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type of work) DATE 1*3 PROPERTY OWNER SIGNATURE CQMPUfril'HIS SlCTIOlfFOR NON RESIDENTIAL BUILDING PERMITS ONLY Is the applicant or future building occupant required to submit a business plan acutely hazardous materials registration form or risk management and prevention program under Sections 25505 25533 or 25534 of the Presley Tanner Hazardous Substance Account Act? L~| YES l~l NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' l~l YES I") NO Is the facility to be constructed within 1 000 feet of the outer boundary of a school site? l~l YES (~l NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8 CO^SJRUClioWlENDING AGENCY „ ^ ^f^ l(,!K __ ^ I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER S NAME LENDER S ADDRESS ¥ I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate I agree to comply with all City ordinances and State laws relating to building construction I hereby authorize representatives of the CitV of Carlsbad to enter upon the above mentioned property for inspection purposes I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT OSHA An OSHA permit is required for excavations over 5 0" deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the buildfta Offtaa^tnlUel lilt! piuvisiona-oHhis Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced witniqjSffdayB from the date oXsuch permt or if the building or work authorized by sYch permit^ suspended or abandoned at any time after the work is GQomgrjced for a pe/iB9^S4^fl!days (Section icfe 4 4>i^nifJrm Building Code) ^_^ / APPLICANT S SIGNATURED-^^61^..- -JUa^ ' "*"">*— -^\ DATE ^/^ PINK Finance City of Carlsbad Bldg Inspection Request For 06/09/2006 Permit* CB060833 Title BRUNACHE RES-283SF DECK &192 Inspector Assignment PC Description SF REPL EXIST DECK.GARDEN WINDOW & SPIRAL STAIRS Sub Type 1150 CHINQUAPIN AV Lot 0 Type PATIO Job Address Suite Location OWNER BRUNACHE GERARD F Owner BRUNACHE GERARD F Remarks Phone 7608028552 Inspector Total Time CD Description 19 Final Structural Requested By RAYMOND Entered By CHRISTINE Comment Comments/Notices/Hold Associated PCRs/CVs Original PC# Inspection History Date Description 05/15/2006 11 Ftg/Foundation/Piers 05/08/2006 14 Frame/Steel/Bolting/Weldmg 05/08/2006 15 Roof/Reroof 04/25/2006 11 Ftg/Foundation/Piers 03/30/2006 11 Ftg/Foundation/Piers Act Insp Comments AP PC SPIRAL STAIR AP PC WC PC AP PC SOUTH FTGS AP PC ti C"0 y i v NOTfCE st te for ycHfr aid In locatlnp the land with ripft.r<3nre to MI 1 o'her (drcoib No rcli >m i should bo phi ad on ai t,ui'acy of the figures which refer tn ui_reita or din etuions COMMONWEALTH L<\ND TITLE INbURANCb COMPANY LA !"£> 3> \ TRACT 242 MAP J68J>> \ MAP o406 \ W/S AMP OS «S«?C0r GU&2W K>,$msoo? i/ws sMaa wmi$$$ _ OWNf f HlftttoytO * -..™<!5}i«a«SBAfcf 06060^33 fv \\ THE IRON SHOP The Leading Manufacturer of Spiral Stair Kits 5'-0", 5'-6", 6'-0", 6'-6", 7'-0" DIAMETER CODE STAIRS LOS ANGELES CITY LICENSED FABRICATOR #1150 LOS ANGELES CITY STANDARD PLAN #111 CITY OF SAN DIEGO STANDARD MASTER PLAN #25 PLAN FILE A100775-03 THIS ANALYSIS VALID ONLY WITH WET SEAL & SIGNATURE OF ENGINEER JAN 2 7 '06 WOOD Engineering, Inc. 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (909) 989-2087 • FAX (909) 989-8106 Main Plant & Showroom P O 8ox547 400 Reed Road Broomall PA 19008 (610) 544-7100 (800) 523-7427 Fax (610) 544-7297 Southern Showroom & Warehouse 6556 Superior Ave Sarasota, FL 34231 (813)923-1479 (800) 648-6990 Fax (813) 923-6176 Southwest Showroom & Warehouse 8718WestparkOrive Houston TX 77063 (713)789-0648 (800) 438-4766 Fax (713) 789-0720 Midwest Showroom & Warehouse 886 Cambridge Drive Elk Grove Vil IL 60007 (708) 952-9010 (800) 453-4766 Fax (708) 952-0496 Northeast Showroom & Warehouse 500 West Avenue Stamford, CT 06902 (203) 325-8466 (800) 523-4766 Fax (203) 967-4677 West Coast Showroom P O BOX3008 3949/D Guasti RcL Ontario, CA. 91761-0901 (909)605-1000 (800) 382-4766 Fax(909) 605-8899 WOOD Engineering, lac. 1OO40 FOOTHILL BOULEVARD RANCHO CUCAMONQA, CA 91730(909)989-2087 - FAX (9O9) 989-8106 SPIRAL STAIRWAY THE IRON SHOP /44 &5-&2 WOOD Engineering, IB 10040 FOOTMUJ- BOULEVARDRANCHO CUCAMONGA CA 91730(909)989-2087 FAX C9O9) 989-81O6 T SPIRAL STAIRWAY THE IRON SHOP SHEET NO __ Of SPIRAL STAIRWAY LA CITY STP "Ill COPE 2OO2 CITY OF LOS AN&ELE5 BUILDING CODE -R = 3-6 TREAD A tl-12-02 UBC 1117 WITH LA CITY AMMENPMENT5 t 2OOI CALIFORNIA &J/LPIN& COPE LOAPS PL =IOO PSF L L =IOOO P$F OR 3OO* CONCENTRATEP fi\ &-I7-11 LOAP AT EP&ECF TREAP TL - IIOO PSF OTHER LOAPS 2O PI. F AT TOP OF HANPRAIL 2OO LB ON HANPRAIL IN ANY P/RECTION 25 PSF ON INTERMEP/ATE RAILS 5-0 PI AM TO T-Q p,AM R = 2-6 TREAP APP 43 t 44 II-I2-O2 t O2-/I-03 1246 & 3 IO 12 A = [(3+21 OJ/2] 41 = 432 SO. IN PSF}/I44 - 57^* (4/J*2/2 + ie(4/j*'2/£> = 432X X = {2522 + 5G43J / 432 = I53& MuniF = 3-16(41 - I53&} = 1633 # A = [<"3^/55)/2] 2=1 = 263 5(3 IN Pun/F = 2£>Sf/IO P5FJ//44 = 2O5# SUM-M0BA3E - 3(24^2/2 LOAP SHARING Br (2} TREAPS • 26&X MuniF - 2O5f2s! - II24J = 3641 * Mcenc. - (3OO*/2J('2£> 5j = 4215 * LOAP SHARING &r (2J TREAP5 1124 -&OV WOOD Engineering, toe. 100*3 R3OTHIU. BOULEVARD RANCHO CUCAMONQA. CA 91730 (909)989-2087 - FAX (909) 989^106 , SPIRAL STAIRWAY m« THE IRON SHOP &S-&2 WOOD Engineering, Inc. 10040 FOOTHILL BOULEVARDRANCHO CUCAMONGA CA 91730 (909) 989-2O87 FAX C9O9) 989-8106 T SPIRAL'STAIRWAY THE IRON SHOP SPIRAL STAIRWAY^ TREAP SECT gi COLUMN PI A =6-6 TO 7 -O SPIRAL STAIRWAY TREAP DESIGN R UP TO 42 (d - 4 ) a = IO&1" MX = 5&50 * /A I/-I2-O2 PT A , N.A. T ^> 1.4375 CHECK MAX STRESS S A FOR TORSION BENPIN& * SHEAR t 9 B FOR BENPIN& CK */t NA = 3fO I25j(0 125/2J + (3 S> 75x0 i25j(2 O625J2 = [(3xO/25J + (3& -!5xG> I25J2JX X=I50& A-- 3{O l25}~-3/l2 + (3x0 125JCI 4455J^2 + [0 125(3 5*75^3/12 H = I£>3O/I50£> = I OS I* R UP TO 42 S4 PEEPJ fb = 535O/O 4 2O = 6351 PSt < fl I 2 <SI Fv = [300/2 ]/{4(0 125J] + [/630]/f3(0 /25J] * 6351 - 3OO + 4347 + 6351 = IIOO6 PS I < I44OO PS I (O 4x36} < O3x7O = 21 <5I fbuNiFOKx = 1633/0 12O = 10470 < II 12 KSI CHECK TREAD 9 CONCENTRATEP L0AP REF LIGHT &A&E COLP FORMEP STEEL PESI&N MANUAL Fc - [(4-O I25J/0 1 251 = 3I>25 - I13-023(3/J = II 12 KSI = 2214 IN~4 ly=C 125(3^3/12 * [3 &75(C 125^3/12 + (3 &75xc? I25J(/ 4375J~2]2 = 22&4 = 22S4 IN"4 Sx(TOPj = 2214/I5O8* - 1521 IN~3 Sx(BOT} = 2234/2412 - O '3205 /N~3 Sy = 2284/1 5 = 1 523 IN~3 fmax = 1 65 factual Fly = 36/1 65 - 21 £> K5I SECTION TREAP PLAN WOOD Engineering, Inc. 1O04O FOOTHILL BOULEVARDRANCHO CUCAMONOA. CA 91730fXm 989-2O87 FAX (909)989-8106 a SPIRAL STAIRWA r THE IKON 85-82 WOOD Engineering, Iii 1OCMO FOOTHILL BOULEVARDRANCHO CUCAMONOA. CA 91730(9O9) 989-20B7 FAX C9O9) 969-6106 SPIRAL STAIRWAY ron THE IKON SHOP SHEET NO __ Of _ £5-5.2 4-5-33 SPIRAL STAIRWAY TREAP PESI&N ASSUME b-z.6 f=!2 KSI t=l/8 &&- = / 3 [21OOO/I &5(l2)rO 5 [I- 475(O/25/6)(21OOO/fl 65f/2)rO 5] ^- = 45 be = 564t ~y = d^2/(2(b+d)) = 4/(2(564 * 2JJ = O26I @ MAX STRESS IN BOTTOM TENSION ft = 218 KSI fe = O 2&l/(2-O 261) (218J -328 KSI TRf f = 35 KSI SPIRAL STAIRWAY TREAP PESI&N /l\ II-/2-O2 be. - /3[23OOO'l65<'35}ro5 [l-O<f-!5(OI25/6J(21000/t'ie>5(35j}~O5] = 4c 22 => be = 5 O2 SAY 5 = 363 ~ 35 <5I USE be = 5 , Mmax = 3^,300(22) = le,5c, # 4 4 fc = (0286/1 USE 2-£> MIN RAP TREAP fbMAX == IO&00 PSI < 22000 PS I WOOD Enginwiug, toe. 10040 FOOTHILL BOULEVARDRANCHO CUCAMONSA. CA 91730(9O9>9B9-aOS7 FAX (909)989-8106 SPIRAL STAIRWAY THE IRON SHOP 85-82 4-5-11 WOOD Engineering, Inc. 10040 FOOTHU. BOULEVARDRANCHO CUCAMONGA, CA 91730(909)989-2087 - FAX (9O9) 989-8106 SPIRAL STAIRWAf THE IRON SHOP SHEET NO _S_ OF ^ 85-82 DATE_4-5-13 ' (At SPIRAL S TA/RWA r~3/4 SO X I6 &A TUBE 5PINPLE t'TrP/CAU FT = 50 KSI SPIRAL STAIRWAT PLASMA CUT TREAPS CK BENPIN& s 42 MAX P = 3OO* & EP&E OF TREAP 3OO(42")/2 = 63OO <* JLOAP SHARING ~l(2) TREAPSfcr2\s= 1633 * - *; •t % A//-.•12-02 &OV ?:K R=(42 MAXJ A I 300*I ^^^——^=^==^===^'r I - — • ''_/" ^ ^ ^- Ro 33 33 36 31 42 C I 6 33 I 6 33 n&& 1 143 20 11 b* 83! 83! 84! 85 857 TREAP ELEVATION / I/2 M/N THICKNESS OF MATERIAL STL = 3/I& -3/I6 - O375 J2 r- . Ra-2 325 C CHECK FOR Re = 3O r - 30-2 + r~325 ~ 14 78r = 7ai __ b _ 325 -> 781*12 781 Sx-STL 9 42 H=E=5 SECTION L y Lu CD X 2 15X2 41O6 14711 (30J (2JX2 05625X2 4 53! 5O18 (I I25) (3)X2 O 75X2 O375 O 5625 (/5) MIN Ly"2 I 722IO 23O17 OO3O O2II OO7O -A 13 SUM = 5625 20380 1552 OIO WOOD Engineering, In 10040 FOOTHIU BOULEVARDRANCHO CUCAMONSA. CA 9173O 0909)909-2087 FAX (909)909-8106 *JK,_SP/RAL_ STAIRWAY' THE IRON SHEET NO _Z—OF_WOOD! RANCHO CUCAMONGA, CA 9173O (9O9) 969-2087 FAX (9O9) 989-61O6 /d». SPIRAL STAIRWAY" PLASMA CUT TREADS //\ 11-12-02 SPIRAL STAIRWAY PLASMA CUT TREADS A//- C< BENDIN& £ SHEAR MOMENTS 6> OUTS ON SIDE J = 203&0/5625 = 3623 /*• = Ly~2 + 1 -Ly~2 = 1552 + O IO - 5625/3623^2=21 7& ix = 2/ 73(0 I&-J5J - 4os> Sxc = 4O&/3623 = 1/27 IN"3 Sfi = 4 O5/(5 O-3 623} - 2 3& IN^S 1377 OF TREAD (EA SIDE OF TREAD) BENDIN& MOMENT Mb = P(R - Xn}/(2 SIDES OF TREAD Fbfy - Mb/Sb X^ SHEAR MOMENT \ Vmax = P Vs = Vmax - p/g, 2X2X2 V LOAD SHARING \(2J TREADS Ms - Vs X (d/2} = P/S(d/2} Fb STL COMP NOTE SENDIH& MOMENT PLUS SHEAR MOMENT FROM 3OO# POINT LOAD IS MORE CRITICAL THAN UNIFORM LOAD SEE S"EET 12 R=f42 MAX} = 5 - 3/16 = 2567 • 3/16 144 _ < 25 Fe- - 11 S> - 022(2567} = 1261 KSI Fb STL = 3633/1/27 - 5547 < 1261 <S/ OK FACE OF COLUMN COLLAR ___ CK OF ONE SIDE OF TREAD^- SECTION WOOD Engineering, Inc. 1OO4O FOOTHILL BOULEVARD RANCHO CUCAMONGA. CA 91730 (909)989-3067 FAX (909) 989-81 06 SPIRAL STAIRHAr THE IRON 1O04O FOOTHtl. BOULEVARDRANCHO CUCAMONGA, CA 91730 (909) 989-2067 FAX (9O9) 989-8106 SPIRAL SHOP 4-5-11 A 11-12-02 SPIRAL STAIRWAr UNIFORM LOAD Mb = 376(41-15 33-5 J 2 SIDES flj 15 (2} 05625 C3J 0 75 OOI5 OO35 SUM = 2 BIS 3515 4I4W O O5O y = <? '5/5/2 'S>I3 - 3323 Ix = 41431 + OO5O - 2 &I3C3 353^2 - 1364 Ix = 1364 COIS75J = / 76 Sxc = SbfAJ - / 76/3353 = O5I1 Sxt =• / 76/C4673 - 33&3J = 1 361 21 SPIRAL STA/RWAY PLASMA CUT TREADS CK LINE (AJ ts 37 Mb = 3OO (42-5}/4 = 2775 # Sb = 0511 Ms- = (300/2} (5/2} = 14 * Mb_ + Ms =_2775_j- 14 Sb Ss O5I1 OOI76 = 5346 + 5341 = 1C 63 KSI < 1261 KSI OK DETERMINING ALLOWABLE HOLE SIZE <S &IVEN LENGTH OF TREAD Mb + Ms < Fb WHERE Ms = (P/3>}(d/2} Msallo* = (Fb - Mb} Ss Sb Ss Sb (P/£}(d/2} = (Fb - Mb}Ss dalloH* [(Fb-(Mk>/2}}Ss(&/P}] 2 SAMPLE CALC S> 37 . 3/16 STL d allon = 2[(I26IO - /2 775/O 5/4}}O OI76(S>/3OOJ] = 6 &2 SEE FOLLOWING SHT FOR CK OF 3/16 STL <§> 37 t 15 WOOD Engineering, In 10040 FOOTHILL BOULEVARD RANCHO CUCAMONQA. CA 91730 &at) 989-2O87 FAX C9O9) 9894106 SPIRAL STAIRWAY THE IKONSHOP WOOD] 10040 FOOTHILL BOULEVARDRANCHO CUCAMONSA. CA 91730(909) 989-2087 FAX C9O9) 989-81O6 SPIRAL STAIRWAY THE IRONSHOP St^NO_£Z_OF ^ 3>5-&2 •*-5-11DATE_ SPIRAL PLASMA CUT ^1U *4 1i ^ 5 -4 5| <-, Q 5 <j n, <^ »• fi SPIRAL STA/RWAr PLASMA CUT TREAPS \»§? ^5IOO£^1 «® ^a ^1^<n ffi vat^c\&^AJ ^ ^V or\^(fi ">5 S: T>^tu t&<n lfxcnifi ^§ ^$Q> 5>0<N 'Obit O £$> in d WOOD Engineering, Inc.SPIRALSTAIRWAY 1OO4O FOOTHLL BOULEVARDRANCHO CUCAJWIONGA, CA 91730 (909)989-2087 . FAX(909)9894)106 THE IRONSHOP &5-S2 WOOD Eagtneeriag, Inc. 10040 FOOTHILL BOULEVARD RANCHO CUCAMONSA, CA 91730 (909)989-2087 FAX (909) 989-81O6 SPIRALSTAIRWAf THE IRON SHOP &5-3>2 oat 4-5-11 SPIRAL PLASMA CUT TREAPS ,REF PESI6N OF I*ELPED STRUCTURES I 1/2 flJ C2J ft 3I3XO18 ISJfO 1O&J 0343 X Ot&75 <_O4 X 36OOO (144 KSIJ j/5j <3> O C0NSERV ^2/3 NOTE SEE PREVIOUS SHEET FOR SECTION PROPERTIESSECTION Fv= 75 (0536 + O308J 5* SECTION OO64 f-f-J < 144 KSI 15 SEC T/ON A-A 2I5& 3234 ELEVATION (2) O5625 I 7SI I OO2 (3J O75 O375 O2S>I / 7S4 O IO5 OOI5 OO35 - IS* I = 43 KSI < 144 KSI SUM 2 SI3 4517 OO5O CK TREAD a CONCENTRA TED LOAD P = 3OO* Mmax = PL/4 - 3OO(2I J/4 = 1575 # y = 4517/2813 = l£>06 Ix = &S>62 * 0050 - 2&I3 Ix = I &57COI&75J - O3II Sx = O3II/I6O6 - OI13 = 1657 fb = 1575 0 113 KSI < 22 O <SI < I 26! KSI IF COMP ^CONSERV OK PLAN WOOD Engineering, Inc. 10040 FOOTHILL BOULEVARDRANCHO CUCAMONGA, CA 9173O (907)969-2067 FAX (909) 969-8106 SPIRAL STAIRWAY THE IRON SHOP SHEET NO _!_!_OF JB.HO 35-S2 WOOD Engtaeering, Inc. 10040 FOOTHU. BOULEVARD RANCHO CUCAMONSA. CA 9173O (909> 989-2OB7 FAX t9O9) 989-8106 SPIRAL STAIRWAY THE IRON SrtOP SHEET NO _!&_ OF 5- A? SPIRAL STAIRWAY PLASMA CUT TREAD CK OPENING & TOP OF TREAP P=3OOf OVER 3X3 AREACK &ENPIN& OVER l& X I& AREA (50% OPENJ W = 3OO*/SI3 X I&JO5O = 155 PSIM = 185 (75^2 'I STRIP' = 52 */IH z x o so 00023 fo = 52/OOO21 = ft 743 PSI < O 75 X 3&OOO (27OOOJ CK BENPIN& S> PT LOAD P - 300* L=l£>M = 3OOflS>J/4 = I35O * 5 - la (0ie>tt~2 X O5O = OO527 ^fb> = I35O/OO527 = 2562 KSI < 27O KSI I/& BEARING AREA (TYPJ \ 7.5 3 7.5 13 STREAP W/PTH & PJ ©'SCROLLED PESI&N EA WA r 5O% MIN COVERA&E OVER ANY 3 X 3 AREA 8; WOOD Engineering, btc. 1OO4O FOOIMLL BOULEVARD RANCHO CUCAMONGA, CA 9)730909)989-2087 . FAX (909)989-8106 SPIRAL THE IRON SHOP 13 es-s>2,OF_SHEET NO. JOT NO. _ am 4-5-33 WOOD Engineering, Inc. 10040 FOOTHU. BOULEVARDRANCHO CUCAMONGA. CA 91730 (909)989-2087 FAX <9O9) 9894106 SPIRAL STAIRWAY THE IRON SHOP mto &5-S2 ^__4-5-33 LL LLJ O ^; ^^«s^K > Mly R > ?S? Z/P' r PZ p ' '^"i 2X^ ^ \ ^1^-^ ^ •^ JTl Ii) S: ft- ( * WOOD Engineering, Inc. 10Q4O FOOTHLL BOULEVARDRANCHO CUCAMONSA. CA 91730WO9J 989-2087 FAX C909> 989-8106 SPIRAL STAIRWAY m. THE IKON SHOP S-5-&2 WOOD Engineering, Inc. 10040 FOOTHILL BOULEVARDRANCHO CUCAMONSA. CA 9173O<9D9> 989-2087 FAX (9O9) 9B9-81O6 SPIRAL STAIRWAY THE IRON SHOP SPIRAL STAIRWAY FAN &RA TE TREAD REFERENCE STANDARD TREAD DESIGN FOR 5 -0 PI AM TO T-O DIAM SPIRAL STA/RWA'' STAIR TREAD SPR.AL STAIRWAY TREAD CONNEC TION DESIGN I/& STL FL 3/16 XI BAR &RA TE & I 3/6 O/C TREAD TO COLLAR BY INSPECIT0N I/& FILLET WELD WILL NOT DEVELOPE THE FULL STRENGTH OF THE TREAD A SQUARE-GROOVE WELD FULL =>ENETRA TION SHALL BE USED fl\ I I-,2-02 COLLAR COLUMN -5/16 DIA SET SCREW DIA V - 30O# OR V - COLLAR CROSS BAR 9 4 0/C • 3-0 • I/S> STL FL 2U/2J (40J/II0J/I44 - 36-r*—&OV •STEP ^\S3 156 -BACK GOUGE EA SIDE OF STEP SET SCREW PLAN I/& STL FL . BY COMPARISON W/STANDARD STAIR TREAD NEW TREAD IS OK 3-0 Smax = BEARING AREA DUE TO SET SCREW ^, 4 SCREWS A = [^fO2O3J/2 + ir (OI56J/2}O0/56 '4J = OO352 IN~2 ^~-— 1/64 DEPTH Fv = 367/0O352 = IO43O PSI < I44OO PSI CHK f2J #12 SDS T5MS TEKS OR EQUAL {ENGINEERING DA TA DIAM= O2O1 MIN ROOT PI AM = 0157 MIN FOR ALUMINUM A * (OI5V2 «/4 = 001=14 STRUCTURES Vail on - 00114 X /0KSI X 2 = 382* > 36 -'f3' ^ ValleH= ("620x6 0C/I2} X 2 - 62O* > 3&7# - RR3O56 TABLE * IE ELEVA TION USE (2J "12 5DS TSMS TEKS OR EOUAL L A CITY RR 24O21 4 ICBO RR "3056 WOOD Engineering, Inc. 1O040 FOOTHILL BOULEVARDRANCHO CUCAMONGA. CA 9173OW09) 989-2087 - FAX (909)989-8! 06 SPIRAL STAIRWAY THE IRON SHOP 23* m^ 85-82 m 4-5-11 WOODEt •C. 1OO4O FOOTHILL BOULEVARDRANCHO CUCAMONGA. CA 91730 (909) 989-2087 FAX C9O9) 989-SlOA SPIRAL STAIRWAY THE IRON SHOP SPIRAL STAIRWAY LANDING DESIGN •7-0 DIA STAIR IS CRITICAL /l\ 11-I2-02 SPIRAL STAIRWAY LANDING DESIGN STIFFENERS '-J- D/A STAIR IS CRITICAL 60 DEGREE LANDING PLAN DIMENSIONS TABLE 10 DE&REE LANDING PLAN REFER TO PAGE 24 FOR DETAILS t NOTES DIAM 5-0 5-6 6-O 6-6 •7-0 X=D/2 * / Y=X/J2~ X/2 31 34 37 40 43 220 I55 240 I70 262 I&5 282 2OO 3O4 2I5 4/S> 460 5C3 546 5&£> * REFER TO PAGE 23 FOR DETAILS t NOTES WOOD Engineering* Inc. 10040 FOOTHILL BOULEVARD RANCHO CUCAMONSA. CA 91730£909) 984-2087 FAX (9O9> 989-81O6 SPIRAL STAIRWAY" THE IKON SHOP 25 85-82 WOOD Engineering, Inc 10O40 FOOTHILL BOULEVARDRANCHO CUGAMONGA. CA 91730<909> 989-2087 FAX (9O9) 989-81O6 SPIRAL STAIRWAY- ma THE IKON SHOP SHEET NO _ JOB MO 35-3 4-5-41 SPIRAL STAIRWAY SPIKAL STAIRWAY' LANDINGLANPIN& DESIGN //& PECK Umax = 16 5 = I2(I25)2 /6 = O O3 I = 12(0125)^3/12 = O0O2 M = IIO*(I SS^'IS) = 242 * Fb = 242/0 03 - 4728 < 22 KSI A - 00044(ICO)(133)^4 1723= c O46 * L/360 (044) OK (2) 24 E& X OOO2 ^^2 WA f Ft AC TION 1/4 X 2 RIB(2J L = 533 W = (274/2)(4 4O) = 633* M = 633(53 3)/& = 6643 # Fb = 6&43/(2X/53) = 21333 < 22 KS/ /\TL = USE 1/3 Ft. TO SPAN 16 MAX 564 &O(24E6J 2XI4O \ A L L = (IOO/IIOJ(2I) = - O2I 'ON5ERV 3~L/36O (16) OK SOME FiXIT^ & . LANDING USE //4" X 2 RIB AS SHOWN IN /2J >l LANP/N& PLAN L = 44 W a 26T* M = C I2&3/267J44 = I5O7 # S = \SEE TREAP I/&fU OONSERV f FCR L 2X2XI/& fb = I5O7/OI53 = 4544 PSI < 22 KSI USE 1/8 PLATE W/2 EP&E LIP 533 C44OJ WOOD Engineering, foe. 10O40 FOOTMU. BOULEVARDRANCHO CUCAMONSA, CA 91730(909)989-2067 FAX C9O9) 989-B1O6 SPIRAL STA/RWAr THE IRON SHOP WOOD Engineering, foe. 4-5-44 10040 FOOTHILL BOULEVARDRANCHO CUCAMONGA. CA 91730 (909)989-2067 FAX (9O9) 989-81O& SPIRAL STAlRWAr THE IRON SHOP 35-32 4-5-aa SPIRAL COLUMN DESIGN A 11-12-02 -45O PE& Pmax BENPIN& a = 4244R * R*t?/2 RisMtnax = •#f<5"f &"2 TRY" 3 <P STP PIPE A = 223IN~2 r = 1 16 hMAX - 12 O0 p £> - 65 R= 244^ Fb = 2&6(/2)/l 72 Fb + Fa_ * 1416 Fb Fa 066(35) I CHK LAT K//r - 1241 = 241/223 1146 KSI 112 - 474 < I 470 Fa II2 . y 0K 4 70 KS/ M-T^SSTK • 2&6K < STKON& P Hind * 113 (14J (I26) IO = 141 SAf 20 #/PSF ,,-,_ {& AVG) x42 +4x3/4 x34 Hk °53 + ' & SPACING =- ft? - 357(12^/223 - 1423 •TKEA& t BALLUSTERS • /\ = 033 * (24>&/3J = 1 w - 143 *20 =34 PL F v = (12/2JO4J * 234« V = 03W f\ = {H (71*2/4 JX IO*X 125 = 4&l« H * 03 x 4&I//2 = 12 PL F < 31 M = 34 (I2>* 2/& = 702 fb = 0 702X/2/I 72 = 410 KSI COMBINE? 1416 + 440.JJ2_ 4 70 ADJUSTMENT FOR TREATS NOT PERPENDICULAR TO 105 * 12 = II7<l33 OK066(36) CONNECTION TOP S BTM P = M/H * V = 357/3 75 + 234» - 40&* * 234 = 642 < 35O* < 160* — SEE SHT 24 (3) 1/2x4 LA& 2 PEN IN HF W =3x2 x 302" x O7 = I26&* > 663* 234* W/NP 72* EO ' Z n = 3 x 360 x 0 7 = 756 > 663* DOUBLE LA6S 0 INTERMEDIA TE ^ C0NSERV 3/& * LANP/NGS OF 2 STORY" A 02-11-03 ^ r i? «^&:f(i WOOD Engineering, Inc. 10040 FOOTHILL BOULEVARDRANCHO CUCAMONOA. CA 91730<9O9> 989-2087 FAX (9O9> 989-8106 SPIRAL SHOP SHEET NO _jOF JOB NO 85-82 4-5-33 WOOD Engineering, Inc. 1OCHO FOOIHLL BOULEVARDRANCHO CUCAMONOA. CA 91730 C9O9) 989-2087 FAX <9O9) 989-81O6 SPIRAL STAIRWAY SHOP 85-82 SPIRAL STAIRWAY BEARING PLATE a = 5 - I 75 = /4 - 7354IN"2 M =• ((325}~2/2) P/A M = 5231 P/A t - ft> 3 PIA COL OP = 31/2 •10 PIA /l\ 11-12-02 3 PI A COL OP - 3 1/2 a = 4 343 - I 75 - 3 2O M =((320^2/2) P/A A = 43 IN "2 M = 5/2 P/A SPR.AL STAIRWAY COLUMN 6-0 PI A X 24-O HIGH SPIRAL STA/RWA* (LATERAL SUPPORTLANDING AT 12 -0 } 3rd FLOOR STAIR PIA 5-0 5-6 6-0 6-6 7-C P 27C^ 327 3£>3 •456 523 P/A (IO P/AJ 344 PSI 416 435 sao 674 P/A (7 $£}} 550 PSI 66 7 734 331 1073 M S/O P/A J l&l 7 * 2137 26/4 30 & 3 3553 £ /IO PIA} O2O 022 024 O2 6 &22> M /7 sa} 2SI6 * 3415 4065 476 7 5524 t /7 SO} O25O O275 O3OO 0325 0350 PLATE COHNECTION V = 663* < &5O* (3/3 <S> REP HEAP STUP ANCHOR} SHT 27'-/ < ^G* (3/8 & RAW- STUP AHCHORJ USE IO PIA X 1/4 BEARING PLATE FOR ALL STA/R PIA OR. 7 S<3 X 1/4 &EARIN& PLATE FOR STA/R P/A OF 5 -O FOR STAIR PIA OF 5-6 6 -O £ -6 t 7-O USE A 7 SO X 3/0 BEAR/N& PLATE t 4-3/& PIA REP HEAP OR RAWL STUP ANCHORS1-5/3 mm EHBEP NOTE BASE ft. DIMENSIONS SHOWN ABOVE ARE MINIMUM PIMENSION CONFIRM ACTUAL BASE R PIMENSION USEPWITH MANUFACTURER OR ON APPROVED PLANS Ci JS 1 / ' V1 ""LANDING""" \PIPE 3 1/2 PIAr\4 OP ^ 2nd FLOOR I'S'LANDING""" \PIPE 3 1/2 PI*r\4 OP ( \IO PIA X 3/8AW4-5/I6 PIA/ \REPHEAPS / 1st FLOOR •4 OP COLUMN 31/2 OP INNER\COLUMN 4 TTP COLLAR 4-5/16 Pi<\ 5Z~\SCREWS 4 OP COLUMN PETAIL /TN \PAP FOOTING STAIR ELEVAT/ON WOOD Engfneerfng, Inc. 1O040 FOOTHILL BOULEVARDRANCHO CUCAMONGA. CA 91730<909) 989-2067 FAX <9O9) 989-8106 SPIRAL STAIRWAY THE IRON SHOP WOOD Engineering, Inc. 4-5-33 10040 FOOTHU. BOULEVARD RANCHO CUCAMONGA. CA 9173O (909)989-2087 FAX C9O9) 989-8106 SPIRAL THE IRON SHOP JOB NO _ DATE SPIRAL STAIRWAY COLUMN PESI&N 6 -G> PIA X 24 HI&H Pmax = 15(110 = 12333 P~ Pinox BENP/N& - SI 23 53 P~2j/2 = &4 SO a = O 4244- R R = P/2 Mmax = 64 SO fO 4244/2JP~3 = 13 75 P"3 FOR P = 6 -O Mmax = 2<nO » Pmax = PIPE 3.5 DIA. X - STRONG (fyMIN = 35KS/} A = 368 IN~2 hMAX = 12-0 S = 314 IN~3 K - IO r = 131 Kl/r = (1(12 O}I2}/131 = 1033 SP'RAL STAIRWAY BASE PLATE & PI A X24 HI&H = -= lo Fa = Fe = 1234 fa = 334/368 = 254 KSI < II67 KSI fa/Fa = 254/1167 = 022 > 015 fb - (237(12^/314 = II35 KSI < 06(35} = 210 KSI 0m fb _^^-,^ 10(1135} P/A = 45(P/AJ P = 334O" P/A = 334O/~TB> 5 = I/S> 33 PSI ~— — SEE COL PESI&N M = 45Cll&3aj = 5354 * 4 OP COL t . Fb V 27OOO Mcol = 237O* V = 237O#/I2 = 243 <* <32O a SEE COL DESIGN FOOTING SIZE L =ISOIL BRNG - 3O6 SAY 3& S<3 L =\3340/I50O = 243 SAY 2-6 S3 3O SO FOOTING SIZE ill 7 = I7OO PSF Vu = 15(1700} - 2550* MU _ 1700(15^2 - iqi3 u or 22350 * Fa (l-fa/F0}Fb = O30 < IO 022 * 063 = 065(5} J2500 (512} = 83200 > 22350 # 4>v = 065 (4/3} J2500 (I2XI&-2} - 3>32O* > 2550* USE PIPE 3 5 PI A X - STRONG A53 GRADE B\ USE 10 P/A X 3/6 BEARING PLATE W/(4} 3/3 PI A READ HEAD 0R RAWL STIJP ANCHORS AND 36 50 X 18 DEEP PAD FOOTING £> 1000 PSF t 30 50 AT I5OO PSF SOIL 10040 FOOTHILL BOULEVARD 'RANCHOCUCAMON<aA.CA91730 FDR_C909J 989-2087 FAX (9O9> 989-8 1O6 SPIRAL STAIRWAY BASE PLATE ON 3-1/2 SLAB PESI&N PARAMETERS T SPIRAL SHPETNO 33,* TA IRWA Y e-.x-P? 4-5-11ThE IRON °*TC ^—=- SHOP DEaawnBT =» ^ MINIMUM SLAB THICKNESS =35 fz = 2OOO PSI MINIMUM MAX/MUM ALLOWABLE SOIL SEARING - 5OO PSF r?/ A. ^L 35 SLAB W/ 500 PSF SOIL BEARING t4 3 phi Mn = phi {5) ~*/Fc S OK 1 WIPTH S=/l/35)-2j/6 = 2O4 IN'3 phi Mn = O 65^5) -J2OOO ' ^2 O4) = 217 # , H = 500 FSF/I44 - 35 FSI <~ * = I 7 /35) = 525 FSI Mu = /525/L)-2)/2 ~T phiMn = Mu ' 217 = /525/L)-2)/2 L*2 = 2/217)/525 r~ Lmax = /2X217/5 2SJ-0 5 = IO64 5-O DIA STAIR <?IA-4\ l-max \ M i iii mm SECTION F = 27OO* AREA REOP = 27OO/5OO = 54 SF A = (p-2)/4 P = (/4 X 5 4J/-rr)-0 5 = 262 OR 31 46 TRY 24 PI A PLATE P = ///24-4)/4) + IO 64)2 * 4 = 3523 > 31 46 OK VVOQD Wiii^M»»»iM«r. Anc. «AFT a~~»«...l...L..O^, RANCHOCUCAMOMGA.CA9173O ™<_(909) 989-2087 FAX (909) 989-8106 SPIRAL STAIRWAY BASE PLA TE ON 3-1/2 SLAB OK PLA TE THICKNESS' STAIR PLATE LOAP 5-O 24 O/A 27OO* 5-6 2& OIA 327O* 6-O 3O OIA 3S1O* 6-6 32 OIA 456O* 7-O 3& Of A 521O* 3& PI A a - 11 -2 =17 m = C/l7")-2/2) P/A = 1445 /P/ P - 521O* A - 1134 SO IN F/A =466 PSI M = 1445 (466) = 674 * t - l3/P/A)a~2 - 1 3/4 66) 17" . Ffr v 27000 1 - -j£ - OOIO4 f466f!7-4)) /3x21E6xO OIO4) T SPIRAL SHSETKl. 35af TAIK.WA Y' AS—& "5 -4? ^ ^7'?THE IRON °*™ :z— - — — SHOP nKW^BV =» Ul 0 ± ~~~~-- a 4 If. f SECT/ ON A) I/S> NOT CRITICAL m^ac^Mv — ___ — . . jaB>a c,^-g>2 lOCMO FOOnHILL BOULEVARD _. T-ftF IRSJN °*re ' ^ '^RANCHOCUCAMONSA.CA91730 FOB — L\J^e,rameae-2OB7 . FAX room 909-8106 ^riCSr^ resmMFoer ^? w; SPIRAL STAIRWAY BASE PLA TE ON 3-1/2 SLAB 5-6 PI A STAIR P = 3270* AREA REOP = 327O/5OO = 654 SOFT p = /S4x6 54)/H J~O 5 = 2S>e> OR 346 TRY 2& PI A PLATE p = ///2&-4J/4J +10 64)2 + 4 . 373 > 346 6-O PI A STAIR AREA REOP = 3&1O/5OO = 77S> SF p = (/4x7 7&)/rr)"05 = 314 OR 375 TRY 3O PI A PLATE P = f//30-4J/4) + 1064)2 + * = 383 > 37 ' & '! 6 -6 PI A STAIR P = 4560 AREA REOP = 456O/5OO = 112 SF p = f/4x1 !2)/Tt)-O5 = 34! SAY 4O1 TRY 32 PI A PLATE P = f('('32-4)/4) •*• /O64J2 + 4 = 31 3 -~ 401 OK 7-O PI A STAIR P - 521O* AREA REO& = 521O/5OO - IO 5S> SF P = f/4xlO5e>)/n)~O5 = 367 SAY 44O TRY 3S PI AM PLATE P = ///3&-4J/4J + IO64)2 + 4 = 423 ~ 44O O K_ *^JZ£££~ STAIRWAY ^^ S5-&2 RANCHOCUCAMONGA.CA 91730 ~" ^'?VUp ^WOW 989-2O87 RAX WO91 989-81O6 ^HC?r' DESlTJJFnRV =3 1/U SPIRAL STAIRWAY BASE PLA TE ON 3-1/2 SLAB 32 PI A a * 16 -2 =14 M = //I4 )~2/2) P/A = 1S> /P/A) P ^ 456O* A = &04 SO. IN P/A = 567 PSI M = 18/567) = 555 & * k= 13/5 67)14-2 =^^ SAT3/a v 27OOO , I/0375J-3 A f5 67/I4-4J)^ s (y o/lii- <*;; _ ^ ^ N(, IJS0 t _ ^ /3x21E6xO 0044) 3O PI A a - 15 -2 = I 3 M = //I3 J-2/2J P/A = S>45 SP/AJ P = 3510* A = 7O7 SO IN P/A = 550 PSI M = 4&41 t - 13/550)13-2 -a 321 SAY 1/2 " 27OOO aieuMSvMv MMfum 10O4O POOTHLL BOULEVARD RANCHO CUCAMONCA. CA 91730 (909)989-2087 FAX<9O9>989-81O6 SPIRAL STAIRWAY BASE PLATE ON 3-1/2 SLAB 23 P/A SUBJECT SPIRAL OBSTMO 37WSTAIRWAY p,K ar>JOB UO &5-&^! mp THE IRON <** 4 5 ^ SHOP nawucnav =» "J USE STAIR PLATE THICKNESS P/A PI A 5-0 24 3/8 5-6 28 3/8 6 -0 30 I/2 6 -6 32 I/2 7-0 33 I/2 a = 14 -2 =12 rn = ((12 T 2/2) P/A * 72 O (P/A} P = 3270* A = 615 7 SO IN P/A =531 PSI M = 73(531) = 33236 * t - 1 3(5 31)1 2~2 -a 211 " 270OO A _ (53/(/2"4)) _ „ 24 P/A SAY 3/8 '/ < I/8 OK_ a = 12 -2 = IO m = ((10 r 2/2) P/A =500 (P/A) P = 27OO* A = 45238 SO. IN P/A = 517 PSI M = (5 17)(5O) = 218 42 # t - I3(517)/O~2 z&zs-r v 27OOO I = OOO44 (&X21E6X00044) WOOD Engineering, Inc. . fr.n.i.'fuli,...a**t~*r°— — "•— — fvprr'r'— <r 10040 FOOTHU. BOULEVARD RANCHO CUCAMONSA, CA 917SO (909) 909-3067 FAX <9O9> 989-8106 SPIRAL STAIRWAY SAY 3/8 O6 OK suucr SPIRAL WEETMO, ^<s STAIRWAY «= fin FOR THE IRON °»re T -" ^ SHOP nBaraav => W HANPRAIL CHECK ALUMINUM OR BRASS ALLOWABLE STRESS FbBRASS = 1 !7d8}//65 = 12 76 Fiy BRASS = 1 24('40)/l O(l 15) = 25KSI OR Fty ALUM = / 17(35)/1 65 = 248 KSI 6O6/-T6 FbALUM = / 24(38)/l Oft 15) = 242KSI 6O6I-T6 OR FbALUM = 1 17(16 J/l 65 = II 3 < 12 76 3OO3-HI4 FbALUM = 1 24(I1)/I O(l 15) = 121 < 1276 3OO3-HI4 CK OAK HANPRAIL u -ll ll I , / 3/4 S = 2(1 7Sr2 /6 = 1021 CAK HANC,KA/L Fb = 2IOO/IO2I = 2O57 - Fb = 1150 x- 15 = 1725 - 2O57 11% OVER OK SEE SHT 38 USE I I/4 OP X I/8 WALL 6O6/-T6 ALUM OR I I/2 OP X //& WALL 3OO3-H/4 ALUM OR Bf-3-14 STP H58 BRASS OR I 3/4 X 2 OAKHANPRAIL OR i-t/4 OP x 1/4 WALL 343-14 HSS BRASS WOOD Eneln««rlne, I«c- am«-r SPIRAL^SSOZZ, ** S TA/RWA Yaoranr 1004O FOOTHU. BOULEVAKU THP IK/^N RANCHO CUCAMONOA CA91730 "* '"j'^^n mm 989-2087 FAX t9OP» 989*106 SHOP SPIRAL STAIRWAY HANPRAIL CHECK ALUMINUM OR BRASS CHK RAIL TO PISTR/BUTE 2OO # TO 4 BALLUSTERS \ M = (200/4)(2//2) + (200/4)(2! + 21/2) = 525 * + 1575 = 2IOO * ACTUAL STRESS (SEE SHT 31 FOR ALLOWABLE STRESS) — f/l 5)^4- (/ 25)~4\ - s-} i-j-y I I/2 PIA '5^ ' $ - {-, paai-tc ((1 25J^4-(I O)"4 ) _ p //^ / I/4 PIA l 1 25 ' fi~ HANPRAry!5 PIA =2100/0172 BALLUSTER = 1224 KSI > II 3O 3% ,-y^ \^- OVER OK PORTION J ^ OF ZOO* LOAP WILL BE TRANSFERRED INTO r~TK AXIAL LOAP THROUGH * SHECrMO 33cf D»TC 4 3 11 nremumnv C= Ul ^ \ \M |V>J ^^~PLAN /L^\. ~ \ ' ' "^ t 33 EAP \ "** CIRCULAR TENS/ON & fb 125 PIA = 2/OO/O '13 L^J ^—BOLT = 1858 KSI < 242 KSI 1/4 WALL , ,^ S^ PIA x //4 THICK 4 „ „ {(I25r4-(075r4\ ,- ^^75>, ,5{ /25 , = 0167 ,l I/2i Fb = 2/OO /OI67 = 1253 < 12 76 BRASS ! »«£»£«_* ~" STAIRWAYmmemtr 1O04OFOOIHU.BOULEVAKU THE IRON (909)9894087 FAX C9O9) 989-61O6 SHOP \ JOBKV 35-82 MTE 4-5-11 DBmHlBr => Ul SPIRAL STAIRWAY \s/l*niA BALLUSTER (Fy = 5OKSI) ' // // fis a/4 ^ a/4 c&L'P S> u - ^^ ^ CT, P = 2OO/4 = 5O# '///// O 75{(O 75)^3 - fO3/3)~3] 3/4. / f\HOLE "/ (O3I3)' \ T \ \\ &</C''r5'} 3/4 x 3/4 is BOLT HOLES Fb = I1OO/OO652 = 2314 KSt < 5O X 75 &75 K$U l P = SO * M = 5O X 2O = IOOO * ^ -O 75(O 75)~3 - O '63/063)^3 6(O75) = OO353 'T OO6 [ Fb = IOOO/OO353 * - 28 33 KSI < O 6 X 5O (3OKSI) •r~ 063 \\&&6 075 USE 3/4 X 3/4 SOL/P TO 18 ABOVE TREAP t 3/4 X 3/4 X 16 &A TO TOP HANPRAIL SSJ.U.(Fy = 5O KSI) 5&#^ BALLUSTER CONNECTION CK 1/4 (Jt MB Va/lo* = OO41 X IOKSI = 41O# > 238> CK BRN& ON TREAP A - O25 X I/8 - OO3I2 Pal I a* = OO3I2 X 21 X 36 KSI = 236 = 236* > 288 * U5E 1/4 $ MB Ii * (Tjj 288* ' 8 238* WOOD Engineering, Inc. 1OO40 FOOTWLL BOULEVARDRANCHO CUCAMONGA. CA 91730(907)989-2087 FAX (909)989-8106 SPIRAL STAIRWAf m, THE IKON SHOP SUET NO joanq 4/ ,WOOD Engineering, Inc. 10O«O FOOTHILL BOULEVARDRANCHO CUCAMONOA. CA 91730(909)909-2087 FAX <9O9) 989-61O& SPIRAL STAIRWAY THE IRON SHOP 35-32 SPIRAL STAIRWAY /\ 11-12-02 CHECK BALLUSTER FOR 2OO# VERT (POMP CRIT.} Br COMPARISON TO 2OO* LA TERAL P= 5O « r = / 0_75 (O75)~3 - 063(063^3 - \O3I64 - OI575_ I2(' (O 75}~2 - {063^2} ~i 12(0/656} ^^-A SUPPORTED &r CIRCULAR ^> HANDRAIL < L/r = 10(33}/O 233 = 134 fA = S> 32 KSI o 1656 X 332 = 133 k > SO * SPIRAL STAIRWAr 6x6 POST #2 DF Fc = 415 E = L * 3 -O Pmax - Fc. ' - 475 Fee / Fc.* = IOI 1/475 = 213 1+23 _ U I+23 \"2 _ 23 J\2x03J 03 USE &ALLUSTER AS NOTEP ON PREVIOUS SHT CHECK INTERMEDIA TE RAILS L - 38 OR 32 W = 25 PSF X 4 /I 2 = &33 #// R = /5# M = £> 33S3 2J~2 (1 5J - 123 # 4 O/C SQXI6 &A '.--- ~ MA * I2& # V /OCX?" * OK C< CONNEC TION TO TOP RAIL V = 13* NOT CR/T Fc - 475x033 = 423 Pa = f55^2 (423} = 12 736* > 77&O* USE 6X6 *2 DF POST FOR 12£• Kmax \ ^-BALLUSTER \j INTERMEDIA TE BRAILS TYP USE SAME AS BALLUS TER 3/4 x3/4 XI6&A fO O6>J W - CONNECTOR & BOTTOM W1/4 -2O SCREW i 5/16 SET SCREW t CONNECTOR© TOP W #IOx3/4 SHEET METAL SCREW WOOD Engineering, inc. 1OO40 FOOIHLL BOULEVARDRANCHO CUCAMONeA, CA 91730(909)989-2087 - FAX WO9) 9894106 IM^T SPIRAL STAIRWAT THE IRON SHOP - 43 ~ &5-S2 WOOD! 10040 FOOTHILL BOULEVARDRANCHO CUCAMONGA. CA 91730C9O9> 989-2087 FAX (9O7) 989-81O6 . GUARDRAIL 44 „ 44 THE IRON SHOP J06NO - DATE LOADS_ = 2O PLF OR GUARDRAIL BYOTHERS GUARDRAIL & -6 MAX CONSERVATIVEOR P = W = 25 PSF TO INTERMEDIATE RAILS HORIZONTAL GUARDRAIL INTERMEDIA TE RAILS ® 4 O/C 3/4 x 3/4 x 16 &A- L - 65 W = 2O PLF OR P = 2OO* M» = (20(6 5~2}} 15 = 1260 in -Ib - 33OO /n -/b \ 200" ' 3/16 too* I / 3/16Rn = (65/2}20 = 65* Rp - 2OO/2 = IOO* OR 2OO* MAX = 5O*(6 5xl2J = 33OO InLB DISTRIBUTION r M/FT = 25 PSF (3}~2 (15} = 333 in Ib R/FT = (3/2}25 = 33* M/PICKET = 333 /(I2/4} = 113 in Ib Si 4 O/C R/PICKET = 33 /(I2/4} - 13* CK 3/4x3/4x16 GA fO O6O MIN7 S = ^ff' (00354} - 00327 O O327fO 66}(36} = O 778 in K/p OR 773 in Ib > 113 m Ib CKJ*IELD V = 13* NOT CRIT WELD 1/3 x//2 \ I * USE 3/4 x3/4 xOO6O S/6 6A} STEEL TUBING S4 O/C F, = 36 <SI 1/3 x 1/2 FILLET WELD TOP t BTM CONNEC T/ONS CK I-//2 x I-//2 x OO75 (14 GAJ STEEL TUBE_ 5 - fO 75/033^02046} - 0135 MALLOW - OI35fO66J36OOO = 4336 in -Ib > 33OO in Ib 2OO* IOO" IOO# SINGLE SPAN HORIZONTAL KAIL TO VERTICAL P = 2OO* MAX CK */2 SCREW ' /4} /O KS - 366" > 2OO* USE ft} »I2 x 24 SCREW EA CONNECTION USE 1-1/2 x I-1/2 x OO75 {14 GA} TO SPAN 6 -6 MAX F - 36 KSI HORIZONTAL TO WALL P = 2OO* MAX CK (2} I2G x 2 W5 IN HF W/OI2O STEEL PLATE Z - 152* x 2 - 3O4* > 2OO* PEN * 7d = 7 x O2I6 WELD OK Br INSPECTION 15i \USE (2} I2G x 2 WS BRACKET TO WALL STUD ACORD CERTIFICATE OF LiABILIT PRODUCER Watendge Irsuran.ce Services 10717 Sorrenro Vallev Ra San Diego CA 92121 Phone 858-452-2200 Fax 858-452-t>004 INSURED Blue y<~ter Pools DBADel Rancho Pool i* Spa SupplyJ.3.L5 Eric-L-iitas aii d Encimtas CA 92024 Y INSURANCE OPID ji• fl V " W ^^ it «. lm H ^1 V^ IBM 7^ T31 T "D 'R KT 1LJ HijjjxnaN i 08/3 /05 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELO\ i/ INSURERS AFFORDING COVERAGE INSURER ^ clai andon Nat 1 Insurance Co INSURER II INSURER ( INSURER 1) INSURER NAICfl COVERAGES TH AN MA PO INSfO LTFU f f A : POLICIES OF INSURANCE LISTCD BfcLOW HWh BEEN ISSUED TO THE INSURED WAVED fREQUIRE;1LNT TEHM OR CONDITION OF V\Pi CONTRACT CR OT^tR DOCUMENT V ITI- Y PERTAIN 1 HE INSURAKCE AFFORDED BY 1 HE POLICIES DESCRIBED HEREIN IS SUflJE LICIfcb AGC REGATC J rf'TS SHOWN MAY HAVb BEEN RCDUCLD BY PAID CLAIMS XDD'U • - 1Nsaq FYPco INSURANCE POLICY NUMBER GtNBRAL utASlLITY 1 i COWVIERC "d- GENERAL Li/ BILII < \ \ \ CLArMo M<\DF ! | OCCUR 1 i 1 GENL AGORCGAIE LIMIT APPLIhb PER 1 ' POLICY [ JECT ' LOC I AUTOIVOSILfc LIABILITY\h ANY AUTO ALL OWNED AUTOS SCHtDULbO AUTOS HIRED AUTOS NON OVJNLD AUTOS i . GARAGE LIAdlLI PT , ANY AUTO EXCESS/UMBRELLA LIABILITY i OCCUR | | CLAI /li> MMDC 1 | DfcDUCTIBLu 1 RETtNIION $ WORKERS COMPENbATION AND EMPLOYERS LIABU1 1 ^ ANY PROPRICT OR/PARTNER/EXECUTIVEOFFICER'MEMBER E^LUDED' If yes Cesc iba jrd«rSPECIAL PROVISIONS aelow OTHER 1 01KR0030218 ABOVE FOR THE POL 1R1-SPECT TO WHICH CT TO ALL THf TER /I •poncTWKFa twrrDATE (IVM/Dt/A^I • 08/26/05 ii C-l PERIOD INDICATED NOTWITHSTANDING THIS CERTIFICATE MAY BE ISSUED OR 3 EXCLUSIONS AND CONDITIONS OF SUCH POLICY EXPIRATION DVrE(MM/DD/YY) 08/26/06 LIMITS EACH OCCURRENCE UAMAUh 1 U KtN 1 tUPREMISES (Ea occuranca) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS COMP/OP AGG COMBINED SINGLE LIMIT {Ea accident) BODILY INJURY (Per person) BODILY INJURY(Par accident) PROPERTY DAMAGE (Per accident) AUTO ONLY EA ACCIDENT OTHER THAN AUTO ONLY EAACC AGG EACH OCCURRENCE AGGREGATE ' WC STATUX TORY LIMITS OTHER E L EACH ACCIDENT E L DISEASE EA EMPLOYEE EL DISEASE POLICY LIMIT $ $ $ $ S $ S $ $ $ $ 5 S $ S $ $ $ sl,OOC , 000 sl,00( ,000 $1,00( ,000 DESCRIPTION OF OPERAICNb / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVI .IONS *EXCEPT 10-DA1.S NOTICE OF CANCELLATION FOR NON-PAYMENT OF PREMIUM ^INDIVIDUAL CERTIFICATES ISSUED UPON REQUEST** CERTIFICATE HOLDER CANCELLATION! INSURED PROOF OF INSURANCE SHOULD ANY OF T HE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TH EXPIRATION DATE THEREOF THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30* DA1! > WRITTEN NOTICE TO THE Cl RTIFICATE HOLDER NAMED TO THE LEFT BUT FAILURE TO C > SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER ITS A< -NTS OR pEPRE'iENTATIVES AUTHORISED REPRESfiN' 4^wfeLj ACORD 25 |2001/06) N •ATWE „ yw\l/V V^ ©ACORD CORPOR/ 1TION 1988