Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
122 W Lauridsen Blvd - Technical
Permit p�� Address I dks 61 d Project description Date the permit was finaled h ln' Lt Number of technical pages February 12, 2009 OQ Dear Jim Lierly, The hood that will be installed in the new deli kitchen will be a standard Type II hood given that I will not be producing "grease or smoke such as occurs with griddles, fryers, broilers, ovens, ranges and wok ranges." (2006 IMC 507.2) Should I need to fry or grill, I will use my existing cooking facilities where there is a Type I hood. I understand that the Fire Department does yearly inspections and can detect grease in the Type II hood. Toga Hertzog (Owner) z P oR c v c2 c \dc s It 4i. 0& Lajj OAS ejll Th I Zri W a brok c S 0 411•1•11. '"C\ tp 1 4 (Th Iii 6, t'' v r s‘r .......11....a \it_ T e 01•10 r. I- ii 1 41 ,t. v A I q (PC1 i4 te 1 i lik 1 Z• r 1,,s-t._ 4.. 1 Li 4 ell KAT da-A4.1 MILL III to I t 1 jr,-) 14 alb 11 0 1 0 3 i l N -......;t:,. t-- k k. c V% k, c, 1.• so -S''' %f .111■ t i 4 t 11 0 l' 4- 9 m It )1/ •i 1 i G613 5 r5 6,_ 4`. I i 4 1 I IIIMISIIIII• r en --.11P ....01-... air. 4111* 411141111 Minim 4.4 4 111111 9 111111 s I I 1 i I I 11111131111 L7 4. I el wi 1 1 s 111 4 r k V II wig r a t 4 14- iiimi 4. r ""1 II Ill I .11 MM. a. MO. as A. 0 ell ON• N. +EP deo 0.• M. 1 15 Ns, fli 0 i 3.Zs ca P lbs. ii 14-0 If. t 6 g,. i: I. it. lS �c 5 ss+ ti3 -o r 1 z Le y 4+-> r irammw T 2 I I j F I i 1 1 I I i W c1 I. I ii LAMBERTSON INDUSTRIES H J G H Q U A L I T Y S T A I N L E S S S T E E L -OMO FAN 2 ug SI0 195 LBS. 241 tffiI /TAG; 900 CAW e DeSc.r pVr n EKtERram.sekna Supply Unit with 10" Blower In Size 41 Housing _xhaust Mater st r•A $TELI Model .33180$1 BSPAOB48.75PP, 0.333 HP, 1 Pee, 115 V. 7.0 FFLA• lit OOP (Open Drip Proof) 1� Exhaust liotor Pulieys r 1:r MTER 11 f4 �Irt: N ei �`3.•�• <M�:t I 1 INTR0E. H000AWNING ELECTRICAL 6007 23 rtula>slpoiley KM AIM x 3r4 2t. *Mar 0 1VL40 x 12 3 14 ir 1111111111111-7"›L� Exhaust Performance 'iit.f.' 4 2.' O.*, kiji Li 4 .,=:-...z.tq,4 3 in. RARING cum iI.3 900 1m 1788 twin w ao fey rw a ten. ,:.b £S 2 t ni ougss ARE RVAMA R, 11300 0.166 xA 4 Y/12 *ITCH 10 d SLOPE y. J U i If j L n M ,'r:' ROOS. OPtRaN4 70 0' 0.621• Wg. (0.9p0 Ent a 0.1)da9' Int) SLOWER °GMT `Sift Construction Features Housing constructed of heavy duty G90 galvanized steel i,000 rive Forward curved centrifugal blower wheel p Vibration isolation no 'I I ill Adjugtbie drive assemblies Adjustable motor mount i aaa Rill Salt bearing motors Heavy duty pre bearings rated for 200,000 ma (lours of operation Senh Ed ce Stmt hefts 5P �.aoa 0 Horizontal and down discharge no IP Weatherproof safety disconnect switch 2" washable vrtake filters Ftgh efficiency motors r),,,,, Slower CM .01,,,i E ill ........---..aaogilIl)lkl 10" forward curved, centrifugal blower. Permanently kited bail bearings. Galvanized flash. 3!4" shaft. 0-4000 CFM. 2500 nor. 040 o MO Sago 2s00 RPM. Used in heated and non heated Supply fans. Ia M Intake Sloped filtered intake for size #1 standard untompered supply unit 22" wide x 25.875" long x 23.375' high. includes 2" MV Kleen Metal Min filters. Fitters 2x MV Kneen Metal Mesh Mara. 16" x 20" x 2" Wed for heater and supply fan intakes. (3412) -r 1335 ALEXANDRIA COURT LAHBERTSON INDUSTRIES, INC. WWW. LAM BERTSON.COM SPARKS, NV 89434 PHONE 775. 857. 1100 SALES @LAMBERYSON.COM TOLL -FREE 800.548 3324 EOM 1�. `;r PLOAlRE SUPPLY 0 `�.a tit I 8 INDUSTRIES H I G H Q U A L I T Y S T A I N L E S S S T E E L FAN 4 DU5011 f 69 LBS. 31 CURB /TAG; 1100 CRIti (070) Description High Speed Direct Drhre Centrifugal Upbrast Exhaust Fan with speed control (single phase only), disconnect switch and 13-3/4" wheel a Exhaust Motor Model 4841703228, 0.5 HP,1 Phs, 115 V, 8.3 FLA.. 27 OOP open, Drip Props? IIl1111i11 21.6 Exhaust Peiformance I' 4 0 p j 1.___1 s 1100 crm 4838 rrhnin =,T. 7? °'r.,.� gym+ 16.25 z 1500 0.229 x7.5 70° M 0' 0.75' w.g. ouclwo0.K TO pm 19.� /4 1 2E CURB 3 In BASHING Construction Features aF Ro COMING Housing constructed of heavy gauge aluminum 80.29 009 Centrifugal backward inclined, non overloading wheel „KE 1 i75 Weatherproof safety disconnect switch VwN•lc 12 rRna, 30 26 OM stogy Grease spout welded to housing Vibration isolators 1.090 Continuous duty, thermal protected, permanently lubricated, direct drive motor 1 Forces fresh air through motor to ensure long motor life Speed control Lam° COrrO3ion resistant fasteners 1.an Thermal overload protection RN• High heat operation (400°F) 1.080 11"------, lit! Rated for restaurant and general ventilation applications °0 Grease classification tested m Selected Options Colo —1: GREASE CUP Grease Cup for kitchen -duty centrifugal N. amp eXhaut fans, Box DimenSions:15 -3/4 L x 6 1 /16 W X 906 a°° taco 1960 1960 2109 3-3/4H(180A.) CFM ANNA, ANIIIMIY 1335 ALEXANDRIA COURT LAMBERTSON INDUSTRIES, INC. WWW.LAMBERTSON.COM SPARKS, NV 89434 PHONE 775. 1 100 5 AMBER7'SON.COM TOLL -FREE 8bb 548.3324 z;,,; FAX 775.857.3269 oni FLOA1RE EXHAUST 4 I a. I if 7 L4MBERTSON INDUSTRIES S j ot H I G H Q U A L I T Y S T A I N L E S S S T E E L 18-GAUGE STAINLESS STEEL CLASS II VAPOR HOOD ORDER FORM DATE 2 -c i ZIP CODE CUSTOMER Qcr r((Lgac�'�c Co ATTENTION ,)p e, IM FAX 3(. 0 0 (rscn 3fl PHONE 33(4Q -(OS 3q0( —EXT: EMAIL CUSTOMER PO I CUSTOMER SERVICE REP �skC Q 0 4 PAYMENT OPTIONS ['CREDIT CARD ❑ACCOUNT O CC CC EXP. DATE SECS f 7 _1 I ID APPROVED: DATE s SEE b cuku.) c taca Model HWM-VH cu- s k-4cO4 30" l-1 e C S— Lk -z- s PAO v; (k c.« ti sc,.it lY c QTY NET PRICE OPTIONS REQUIRED 1 —BELT DRIVE UP -OOF VENTILATOR. UL LISTED SPECIFICATION: BLAST LI E{ t SOFA 2 FIXED VENTILATION CURB: LI- 3 3" S/S DUCT COLLAR (WELDED IN POSITON) x` X.3 4 —HOOD HANGER BRACKETS (SET OF 4) INCLUDED Q 5 VAPOR DRIP 6 HWM -VH- GV.STk3m.. _kIWD ME= WIDTH 7— GREASE PROOF LIGHTS UL LISTED PURCHASE TOTAL FREIGHT ME GRAND TOTAL =MI .435 ALEXANDRIA COURT LAMBERTSON INDUSTRIES, INC. WWW.LAMBERTSON.COM SPARKS, NV 89434 PHONE 775 857 1 100 SALES @LAMBERTSON.COM TOLL -FREE 800.548. 3324 FAX 775 •857.3289 u via i I HOOD ORDER FORM Q R e I 1-:- retiAMV41 r i NI I II ------7,7,- 1 I ..-t, ,,n, rLJ 17 i n OL .7/ WeA240.36216 1. 1 '-''Alv /t\ i po 1 ,4 019 t f l i 5,- 1 -1, 1 1 I 0 9 1 i i 'i L i c ..1 -11 iV 1 0 To r -xkl 1 I I-1 1..-1.-- I/ OA I I 11 .-7 L 7 1 IZINME10111WWE*211Mnt trit404 2...: lig f---- III :i 0 N 1 0 I 1 III 1.4), 1 1 2 2 4.,kii,13-21/L 1 I LI. i II 0 RECEIVED DEC 1 2 2008 Ajf ciTY OF PORT ANGELES BUILDING DIVISION 0 Il■ op A, .f?., C__9 1 1 I 1 ci" 1,C1-1 0 0 7z). v) FILE 0 L i I 0 1 L...), :t,i lia.xa. T CITY' F PORT ANGELES Constru .1) Plans Ti Iss ance of this permit based upon these I n DP cat ons nd other data shall not prevent the b i i official ti VP t _softer requiring the correction of r or in said C pecifications and other data, or fr, 7 reventing u 1 t. operations being carried on there i e then in 11 '5 c fi latio 1 of all codes and ordinances of tf is j riid iction. 0 x 0.ff m 4-1-O 0 e. kip Date vat Dat 1 2._ of lifs im -i- v, 11 iE5m4 r,..: e 4 4.5,,,,, 4..., C *k I 1 i I ctLuLA-04 1 4 3 SI (2-X1- 1 11 lc? 0(.... l• (5) ?S--rel r hf, 0 I`t"O ECG 6t11-1 -1 a_ 1 1 r 1 ---tat.- lil i-zi 2 U O V 3 i li L 1 .1. ..i t 1 I {r2I I p ia I 1 4 i ,(--rucit_fr r .....aN AP OP 20 49 o u 1 1 4 �/,ou LT i• ‘___.,c:=7 &X V P l 6 til-t_it 6 1 s S i 1.116. J•71.11MI■g°010,1°"...(11111Pir 4 0 j l i I I I if f a_._ ._t__ ji .1,_ 0--e;41-. 0 i 44, Th_i i e.s 4 4 'e ak k uk-fa m s �1 UP N T L3 A, O 2 0 i� u, •I Or K....._ 0 2 0 1._._ AT ,.._,e Q0_, ;s\-, -z-k-R,I .Q.) -4 0 Ai Il i Li 1 -f A N 2:;:,1 i -(6 r fli .1-6,_ 0 1 1:76 1 i -4 1 i ;.,4 0 c_) Di _i Q� _L_,.,. ,,z L___,, X i L I V a I 11, 1 a i A 1 ..Hi 1 1-.._.... a ,..J. t _,--7,_ ___I 8 --it a i 0 7 7 0 N_, I MO ME_ 1 1 1 1 1 x QV 11 iPii dir V. 0 Irm 41. 1 0 1 5 r I 141) g c' i Li ,1: --7 1 .s i 46 I •I Z: I' ,i 5( k >4 2.... 7: 2,_, ti) N ,0 .1 •1 1 xo nnt• I i lipe li■ -7.-- i .,111r ...Olt 4 a (NI (4 1 ,Ile:V71 t /-1P 1 7:0 ik 2 N I lik N A iti •C raa.14 T�1 d -r f�� g /lee-, a8 S /s /IF colttven,-t 04.0 E 13 /c., RECEIVED DEC 1 2 2008 D l Z7 i 1 5-6$ py1'1 CITY OF PORT ANGELES cilo BUILDING DIVISION "•11 -1- ,S t /022-6 3 117 8 7 7 4 17/ zy, y 7t- A 5 JC) J am" s— t8 M r k �t/� n )t. e.6 r' 6 4 °9 /1 1. U�� 337 z O WASI� 4 x 1 J F 1 'z— A/*-- 0 c 1 A 2 1' Z i 4 4 439 1 ,V /45' L k/ L 1, �E -zoo rSS IONAL X /�U bob 1'16 45-d yti 1/e44/ l3 �a C ,7 3� Z1 1Yg 'e` %8 ,03 GL 2'/ /t V s �o 46 t d C b-e ni 5-4 -1-I) 1 s j v vt /fait/ er 6 3 /hrk 1 1 -PG( t 3 .3 (3) 2 .1' fir`/ F7 W, 9-4 0 w is r If I DS a r- 4 ,r LOq/( /I 40/4' a lH YJ rid fe r p /09 ��ur+� 1 -t°C erd z I 4 r_ r S p�a y -1 I t r o r C� U =6, 44r 4 r f r r H 1, pp 4,0111!Elnliptt 1., a Y k r 3 t i ■a ..tea x C C. :Ili:. i eve by Weyerhaeuser 3 1/2" x 9 1/4" 2.0E Parallam® PSL TJ -Beam® 6.30 Serial Number. 7004012143 UJser:2 11/5/2008 7:04:02 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.30.14 CONTROLS FOR THE APPLICATION AND LOADS LISTED Ouerall.Dimension: 30' 3 El El 1 4 12' b 4' 6" b 13' 6" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 7' Primary Load Group Residential Living Areas (psf): 40.0 Live at 100 duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50" 1.50" 1453 /483/0/1936 L1 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL 2 Stud wall 3.50" 2.87" 3515 760 0 4275 L1 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL 3 Stud wall 3.50" 3.43" 4057 1048 0 5105 L1 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL 4 Stud wall 3.50" 1.50" 1592 531 0 2124 L1 1 Ply 1 1/2" x 9 1/4" 1.5E TimberStrand® LSL DESIGN CONTROLS: Maximum Design Control Result Location Shear (lbs) 2973 2630 6259 Passed (42 Lt. end Span 3 under Floor ADJACENT span loading Moment (Ft -Lbs) 6382 -6382 12416 Passed (51 MID Span 2 under Floor ADJACENT span loading Live Load Defl (in) 0.271 0.444 Passed (U591) MID Span 3 under Floor ALTERNATE span loading Total Load Defl (in) 0.360 0.667 Passed (U445) MID Span 3 under Floor ALTERNATE span loading Deflection Criteria: STANDARD(LL:U360,TL:U240). Bracing(Lu): All compression edges (top and bottom) must be braced at 30' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include altemate and adjacent member pattem loading. ADDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate. -Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability. -THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel® Custom product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: Annie O'Rourke Prudential Drafting Solutions PO Box 1246 Port Angeles, WA 98362 Phone: (360)417 -5615 draftingsolutions@olypen.com Copyright 2007 by iLevel Federal Way, WA. Parallax is a registered trademark of iLevel 6 /l, k'i Oc i 'pJ 4 e4 s 3 D w, `e---v 1 re, y ,e To I e-v r r '74, -,„�1� ;Ott 5 0 e -z w/ lie. c.c :t� v, {j `il c:,/ i A 2- f} o ,e l e, 'kilt- ci' P 7.6 2 f 2_ 9r Z. 0 j N Rte.- e oaf 1 t�-- I)-e-r r y pi 1 Pr u 1 r ,f X h 1 e D e o u, y,l 117, t°ey_, /Z fr ,¢-y-, 7 (te V,4, r 83G a. 360 —y 1 I Yr C e 6 e -0 'e.. akt r c e r .EM 7 i by e -e r vt !4 e id/ D W t 7 .7'4 fa -y 4 rl F e Iv 7 G 6 O /13 Z 2. o 8 F W AS j1, C.1. Iwo OP "M...4- 11 ,b 4 439 0 c,:- OONAL I 7-710'02‘71,0 e 4oark....- t:9 3 o g oas Cep 7 o` ors X 0 6 _r_ vv /o o )241 r 3 s Gus h D,r cj s j° WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN /jam WoodWorks® Shearwalls 8.0 08053Lat.wsr Oct. 13, 2008 17:03:16 Project Information COMPANY AND PROJECT INFORMATION Company Project Gene Unger Engineering, INC Toga's International Quisine 1401 W. 7th Street Remodel Addition Port Angeles, WA 98363 122 W. Lauridsen Blvd. 360 452 -2098 DESIGN SETTINGS Design Code Wind Standard Seismic Standard IBC 2006 ASCE 7 05 All heights ASCE 7 05 Wind Capacity Increase Load Combinations Building Code Capacity Reduction Shear C&C Panels 0.70 Seismic Wind Seismic 1.40 1.60 1.00 Wind 1.00 1.00 Nail Withdrawal Modification Max Shearwall Offset [ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1.60 T< =100F Dry Dry 4.00 Maximum Height -to -width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 2.0 1.5 Shearwall Relative Rigidity: Designed capacity using flexible distribution Hold down Forces: Based on applied shearline force Seismic Materials: Ignore gypsum for exterior walls Case 2 rigid diaphragm load distribution: ,75% loads, torsional moment _I SITE INFORMATION IBC Occupancy ASCE 7 Equivalent Category II All others Category II All others Wind Seismic ASCE 7 05 General analytic method for all bldgs ASCE 7 05 Equivalent lateral force procedure Design Wind Speed 100mph Exposure Exposure c Design Category D Enclosure Enclosed Site Class D Topographic Information [ft] Spectral Response Acceleration Shape Height Length S1: 0.500g Ss:1.250g Fundamental Period E -W N -S Site Location: T Used 0.095s 0.095s Approximate Ta 0.095s 0.095s Maximum T 0.114s 0.114s Response Factor R 6.50 6.50 1 WoodWorks® Shearwalls 08053Lat.wsr Oct. 13, 2008 17:03:16 "kr Structural Data STORY INFORMATION Story Floor /Ceiling Wall Elev [ft] Depth [in] Height [ft] Ceiling 10.83 0.0 Level1 2.83 10.0 8.00 Foundation 2.00 BLOCK and ROOF INFORMATION Block Roof Panels Dimensions [ft] Face Type Slope Overhang [ft] Block1 1 Story N -S Ridge Location X,Y 0.00 0.00 North Gable 90.0 2.00 Extent X,Y 28.00 39.50 South Gable 90.0 2.00 Ridge X Location, Offset 14.00 0.00 East Side 45.0 2.00 Ridge Elevation, Height 24.83 14.00 West Side 45.0 2.00 Block 2 1 Story E -W Ridge Location X,Y 28.00 0.00 North Side 16.0 2.00 ExtentX,Y= 27.00 39.50 South Side 16.0 2.00 Ridge Y Location, Offset 19.75 0.00 East Gable 90.0 2. 00 Ridge Elevation, Height 16.50 5.66 West Joined 135.0 2.00 Block 3 1 Story N -S Ridge LocationX,Y= 10.50 39.50 North Gable 90.0 2.0o Extent X,Y 16.00 9.50 South Joined 90.0 2.00 Ridge X Location, Offset 18.50 0.00 East Side 30.0 2.00 Ridge Elevation, Height 15.45 4.62 West Side 30.0 2.00 2 WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN 08053Lat.wsw Wood Works® Shearwalls 8.0 Oct. 13, 2008 17:03:06 Level 1 of 1 65' 91 5t 10 7 t 60 .7 70.6 0.67484?-2 76.5 76.5 76.5 55' C 8),C 30.3 J.' 2. A., •1-• 50' F1 ,r cN: t-: 45' 1.-.' 1 cv co' .1r) col .tiiirlir- Cr: '0 6; t5) 1g7$ E f E-3 -4- L ,..,..i o 111 '35' 2753 D-1 v 0q cv 03 30' 6 o r co co o e, 0 I .4r .„...4 N 0 0 f i N si c es 4187 C ors 1 o 20 f2 t r c'';r1 l t 15 a) (NI 396 B- t_ 1 Cr, ,c •••10! 2 ds c\ii o) 1-: uin 5 i'.... g 1 Lo co cvt N 72A1 I A-2 1 \c/ 1! 22 0 C C 2- 30.3 0 1 q) 7 I 3 0 I i 'is ttlifittt fittilltir 4 47.2 47.2 1 47.2 I I -10' 22.8:- 47.5 i I i 50.2 22 2 3.3 -229g7- 122.8 -15' I i -20' TCr b' 6' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' 65' 70' Factored shearline force (Ibs) 11 11 Unfactored applied shear load (plf) Factored holddown force (Ibs) 0-(3) Unfactored dead load (plf,lbs) C Compression force exists 0-0 Uplift wind load (plf,lbs) Vertical element required --II Applied point load or discontinuous shearline force (lbs) Loads Shown: W; Forces: W 0.6D. Wood Works® Shearwalls SOFTWARE FOR WOOD DESIGN 4 //5 08053Lat.wsw Wood Works® Shearwalls 8.0 Oct. 13, 2008 17:03:06 Level 1 of 1 55' ai _Li 50' ;C• ..2 i i cc; :•t•-• 45' N r ...i..... i A 1'6 lir UT 71. ill 1 ...,....—...Lo D ol E 1 0 E 754 E 3 co N cci 1 L co co .1.• A ThCi 85! 6., 7 D-1 Ss c, 05 (NI I ,-.1 $0' r a) 'cl co a) c7 co co 17.! 1 (16 N cn i L.: col c6 1 20' e9 c 3 0 co 15' ,i■ I ,..0 B-1 1 ....11, B 2 2 5 i i r 5. CO <5.• q, Al i 1.41 A-2 06 .L '0' r-- I t 75.3 5.8 7' 55. 96.4 87.9 84.5 137i 5 46-ie,.45 122.3 .100 -10' -15' -5 O 5' 10' 15' 20' 25' 30' 35' 40' 45' 50' 55' 60' Factored shearline force (Ibs) Unfactored applied shear load (plf) Factored holddown force (Ibs) 0-0 Unfactored dead load (plf,Ibs) C Compression force exists --II Applied point load or discontinuous shearline force (Ibs) Vertical element required Loads Shown: Qe; Forces: 0.7E 0.6D; E pQe 0.2 Sds D; p(NS) 1.0; p(EW) 1.0; Sds 0.83. .8 2f; f er7- re,/ 11 I 0 3.,-,e26 379 10 4e2c 0 A' P 775 H.g•-'17 e 1/ 17/ 0 r gel 0 i 5 3 73 0 3 A577 9 78,6 0 8 1 e 4 C) 1-, 6f 0 i tS 71 A' /4 Cf),4 et ee-17 ;--4 fr Duce /(..c- tz7; 4 eo.f- _cif, 7 6 13 loc7 a-4_ 0 iii• C__ :t 0 e ,..c; b.-e -e /kilt- 73 j a.. al 6, „i 4 'e:Tir-ki .t.iir": /1) .4 n a :21-c f /;••=4, s.' 0 1 6,,,, p og 1/ J Lateral Panel Plywood or OSB Shear Walls (2006 IBC) O1 Maximum Lateral 230 PLF 7/16 OSB (PS2) or CD Plywood (PS1) W/ unblocked diaphragms W /8d nails at 6" o.c. edges and 12" o.c. field W/ %2 "x10" A.B. 32" o.c. with code washers W/ no special hold downs at wall panel ends. Existing building exterior walls configure to equivalent strength. 02 Maximum Lateral 295 PLF 7/16 OSB (PS2) or CD Plywood (PS1) W/ all edges blocked W /8d nails at 5" o.c. edges and 12" o.c. field W/ %2 "x10" A.B. 32" o.c. with code washers W/ 2320 Ib. Hold down near wall panel ends O HDU2- SDS2.5 w/ SSTB14 Anchor 5" minimum end distance Or STHD10 1.5 in. from corner or more Existing kitchen exterior walls sheeted with OSB meet this lateral strength. O3 Maximum Lateral 645 PLF 7/16 OSB (PS2) or CD Plywood (PS1) W/ all edges blocked W /8d nails at 2" o.c. edges staggered and 12" o.c. field W/ 3x framing or double studs laminated with 10d nails at 2" o.c. staggered at panel edges Including foundation plate W /2 "x12" A.B. 9" o.c. with code washers Or 5/8 "x12 A.B. 21" o.c. with code washers W/ 5160 Ib. Hold down near wall panel ends O HDU5- SDS2.5 w/ SSTB24 Anchor 5" minimum end distance Or STHD14 3.5 in. from corner or more 08053LP 1 zff oct- v.fe_— /oy et! »i cif g h ��zr z..50 f• k 'tq e .A.4_ 0.1 O G 3 I di i'6 ✓6 9 /lf 1 f(13 /ri/r/ 1 I-t3 4 3 S3a? ep L z-.r(_ 1 r-4.715- 41= 7 (z 9 JY- 1-= /f z,k)o BL/ 1 fi z Y Ida s yr( =�J t F ,lL= zs(y� =�S 1° V 01-= ),(5)-146 pi I8Z ®I� y' LV I/ s9y /8' )34 Yr O f9oa v kQ /7e: zp ;S C—, /L-1, 1 9- 91( z 63 0 ?ft LL 7 y j i k /y rrL1S y935 34/7 /Q9 -6 -1 91 T__ �a s7� Ir /I' f 3 7 cj 8 .C/s6-- z.- /6F -V3 i e v,5eW EA- is IT," 1- e,,, l L =670 18/4 V =-zR 1f 7ig /z/9 i b y V 8067 Tai ".52, i y 9 A 9/ it... 9,d/A 0,4 k e.t+i o .r 7%o- wd f/ L L zs =--7,� i 0oa6 /Z, 90/ oz_= i36) 57pfj N--e w iP /j 111"7,06 -4.19. i H� 6 0 /Y'' 1 8 78 51 n ,f,R z 6 7ff 6 iy,�/ 5 z.6r /9E 2,DF Ze)..ce �2ir V L 2vD F 283 d 2 v y Z k /p Vitro'° y';w ,rb es#-s 6866 C 7 -6 _3 C/e ct.,Y 7; 7 4t_ i ip a s 6/5 ir C.' 0 0 if y 10 foie Y 1 J2- 411 i 6 ri P 4 1 1-. 1 57- 1 I t Pt ,f 111 1111 if If 1 1 ri.ele Pee v ge......4 T:,. e pia c'e_. Aiz u y 4-1 2-- -fe/ .0 fi 2L... .-it i g 7 -rg z op c V 1 =7.1 7r ir AU .,1' I 7" g ...tiff4 A• i 1:- 6 i-j5 4 7 /42 f(2_, ert-ili lis 8 r k 7;„5 ler: e e 6 i Z s I i U 1 r /I.�,Lge�d 1.1 1 j L' Iii.. o j, 2188 itd'oc. 1-444 H. I 14•L r I mo— r i 6 r o 1 1 cv I I' 8�:�, L. it l.. 3 H. III I; _i 13, j 0 01 j F u ....,:,4...:,, t.1 T,,,-,.!..- j.', IR ';u,f.;;V:::: Z i i. ::',::6 cl 7: .1 .t. r x, N 1 t! s N R Y bS ems. I1 Nr 3 /1 S ate_ T d: 4 /l.s k S M �F y 1 j.. V T F f S 1-' I :C' 4 .,f Y Y \:l is f 1; n i s j l i ...,:a :..i, ......1 g... l d "1 r m'�a�� I j ��4 ®���v t Ycnmb S i .:,.?k9/...:.:7)....,- Fj� ear h 1 1. r 1 f I f. t M r s r� l Job Delivery Coast To Coast Buy Factory Direct Job Delivery Coast To Coast Salter Industries Spiral Stairs Job Delivery Coast To Coast 1 ?2 L 1j 44F reeEncIosed Tread Ends, $360.00 Value S r Stair prices Compare Stair features Compare Sta p c s Salter Other Enclosed tread ends, $360.00 Value Yes A® Heavy 1/4", 3/16", 1 /8" 12 gauge steel construction Yes ®g ,1tooseis Hidden hardware Hidden weld design Yes o Press formed Custom baluster tips, all steel, no plastic Yes 1" Round Steel Balusters Yes ALL Internally mounted baluster. The baluster is formed into the corner of each tread. Yes j 1 1/2" round handrails, standard. Yes A® 1" X 1" platform railing frame. Yes AL 1 1/16" oak treads. Yes N 4" thick platform Yes fi® Oak treads are notched finished around balusters. Yes p Solid oak handrail, pre- formed to fit your stair and 5 shipped in one piece. Yes .A6 P' Solid POLISHED brass tube handrail, 1 1/2" OD. This is not a mill finish. Mill finish is the lowest quality brass available.) Yes Afe ORDER BY PHONE OR FAX, BUY FACTORY DIRECT Sales Customer Service, Call (610) 489 -5799 or (800) 368 -8280, Fax (610) 489 -9286 Or write Salter Industries, PO Box 183, Eagleville, PA 19408 All From One Source 4 Kit Spiral Stairs Steel, Galvani ed Steel, Alumi um or Solid Oak. —4 S gsfl 60 5 :f 44 ri f, 6 .1$ flat cs) Merit" 1154"91/1 Og- tO v 04 .4_14 44 r ki n erV_ ens _sV ol Dif 1,0 C t (I2R9 vC COMPLETE TECHNICAL SPECIFICATIONS FOR CLASSIC STEEL CHOOSE SALTER J[NDUSTRIES FOR THE I: VA UE IN SPii STAIRS! Fr H f r1:u i' 2 ty CD 0 -f r CU e STANDARD STAIR PACKAGE (DOES NOT MEET CODE COMPLIANCY) Standard Packages Include: A. Center column, base plate and top cap 30° Tread for Stair Sows B. 1" outside diameter steel balusters 3 1 4' 4.6 5' 5'6" 1 6' n C. Adjustable steel treads 0 j 3p D egree D. 1 /z" outside diameter vinyl handrail Adjustment Re uired Rotation E. Platform railing, 1" x 1" frame with 1" round balusters 4 b F. Steel platform (square) G. 40" tall column extension 85" 95" 9 10 270 3 93'/:" 104 Y:" 10 11 300 Recommended Diameter Finished Platform Walking 102" 114" 11 12 330 Opening* g Gail, 110''A" 123 Y" 12 13 360° 3'6" 44" x 44" 22" x 22" 17" milp 119" 13 13 14 390° 4' 50" x 50" 25" x 25° 20" 4'6" 56" x 56" 28" x 28" 23" 22 V2° tread for Stair Sizes 5' 62" x 62" 31x_31 26" 5' 6.6.. 6' 1 6'6" 5'6" 68" x 68" 34" x 34" 29" 6' 74" x 74" 37" x 37" 32" MillOjfilbOADICRO te e9 Degree CQ Vold 6'6" 80" x 80" 40 °x40° 35" Adjustment Required Rotation Minimum opening is 2" smaller than the recommended opening size. Treads G Talk to your salesperson for further information. 82 y," 95" 10 11 225 1 14 Standard Package —30° Standard Package 22'/ 90" 102" 11 12 247 97 'AA" 110 12 13 270 L.4.1 DOWN Down, D 105" 119" 13 14 292 '/2 DOWN t77, ©I vi y ©I� a 112'x4" 127 14 15 315 a te a,,,„ cam cae, NOTE.: To determine the number of treads and risers needed for your project °o"" °o"" Dawn measure your finished floor to floor height and refer to the above charts. MI 12 a,� Since the standard stair packages use either 30° or 22X° treads, use the L. ArA, I 9 appropriate chart FORGED IRON, ALUMINUM, AND GALVANIZED STEEL STAIRS SPECIAL HALF-TURN STAIR PACKAGE (DOES NOT MEET CODE COMPLIANCY) The perfect stair for balcony and deck applications, which Half Turn Package 16.36° have limited space. A. Center Column, base plate and top cap 67' B. 1" outside diameter steel balusters 5 C. Adjustable steel treads N D. 1 'A" outside diameter vinyl handrail 1" I 3s• °o r E. Platform railing, 1" x 1" frame with 1 round balusters 1 N F. 38" tall column extension SPECIAL 5'6' i G. 180° wood balcony bracket f 79- ----.1 rill! 16.36° Tread for Stair Sizes 5 5'6" 1 G6" a ar o* 3 4 t 8 Degree dl ry Q, 1B Adjustment Required Rotation 1 �o S' N` SPECIAL 6'6' 90" 102" 11 12 180 97 'A" 110 'A" 12 13 196'/3 NOTE: The half -turn does not require a platform 0- CODE STAIR PACKAGE Designed for applications regulated by the National Building BOCA and UBC Standard Packages Include: Code or the Uniform Building Code. Also recommended for A. 30° stair treads stairs that will be used by small children. B. 3 to 4 balusters per tread (maximum spacing of 4 i Please check with your local building inspector for the C. A 60° platform. This will provide a minimum of 6'6" dimensional requirements in your area before placing your order. headroom The smallest stair available to still maintain the building code is D. 1 1 /2" aluminum handrail with end caps 5' diameter. Salter Industries manufactures Code Stair Packages E. Platform railing, 1" x 1" frame with 1" round balusters in 5', 5'6" and 6' diameter. Code Stair Packages also include F. Center column, base plate and top cap extra balustrades for a maximum spacing of 4". G. 40" tall column extension Recommended ate? 30° Tread for Stair Sizes Diameter Finished Platform Walking 5' 5'6" 6' Opening* (;5 5' 62 x 62" 31" x 31" 26 Min) UODCDCM3 f3{21 Degree CO' i Adjustment l Required is Rotation 5'6" 68° x 68" 34" x 34" 29" "s R a i Wm, Treads agigi f 6' 74" x 74° 37" x 37° 32° 85" 95" 9 10 270 Minimum opening is 2" smaller than the recommended opening size. Talk to your salesperson for further information. 93 'A" 104''A" 10 11 300 102" 114" 11 12 330 Code Package 30° A B C D 110 %x" 123'/" 12 13 360 DOWN DOWN slrA 119" 133" 13 14 390 --kiria, -ETA, orAt v 1 r w 1 7 vA 1 1 g 1 1 ,7 NOTE A special 60° platform is supplied with this package. The platform is not as versatile as a square one. For ordering purposes use these diagrams to choose the appropriate layout Available sizes are 5, 5'6" 4 UP 411 t4Lki „P and 6 "diameters. atilt 1 UP UP STEEL STAIR, Standard Package 30 Degree Treads Will Fit, Height 3'6" 4' 4'6" 5'W 5'6 "W 6'W 10 Treads 11 Risers 93 104'/2" 0. 830. 960. 1,090. 1,240. 1,410. 11 Treads 12 Risers 102" 114" 737. 913. 1,056 1,199. 1,364. 1,551. -12 Treads -13- Risers_ 110'/2" 123.'/2° 804._ 996._ 1,1521,308. 1,488._ 1,692._ 13 Treads 14 Risers 119" 125" 1,079. 1,248. 1,17. 1,612. 1,833. 13 Treads 14 Risers 125" 133" 9 1,154. 1,323. 1,492. 1,687. 1,908. Other Heights Are Available Standard Package Includes, Smooth Steel Treads with Enclosed Tread Ends, 1 Baluster Per Tread, Top Platform, Platform Rail, 1 W O.D. Vinyl Handrail, Center Column, Base Plate, Top Cap, Installation Hardware Instructions. Oak Tread Covering 10 Treads 320. 380. 440. 530. 610. 700. 11 Treads 352. 418. 484. 583. 671. 770. 12 Treads 384. 456. 528. 636. 732. 840. 13 Treads 416. 494. 572. 689. 793. 910. Oak Platform Cover 65. 71. 84. 102. 112. 123. Extra Platform Railing 65. 71. 78. 87. 95. 100. Safety Gate 165. 165. 175. 175. 185. 185. Flakeboard Tread Platform Cover 10 Treads 170. 190. 220. 260. 280. 300. 11 Treads 187. 209. 242. 286. 308. 330. 12 Treads 204. 228. 264. 312. 336. 360. 13 Treads 221. 247. 286. 338. 364. 390. STEEL STAIR, Standard Package 22 Degree Treads Will Fit, Height 5'S 5'6 "S 6'S 6'6 "S 7'S 7' /z to 8' /z Rise Or 8 W to 9' h" Rise 10 Treads 11 Risers 83" to 94" Or 94" to 104" 1,040. 1,190. 1,350. 2,400. 2,560. 11 Treads 12 Risers 90" to 102" Or 102" to 114" 1,144. 1,309. 1,485. 2,640. 2,816. 12 Treads 13 Risers 98" to 110" Or 110" to 123° 1,248. 1,428. 1,620. 2,880. 3,072. Other Heights Are Available Standard Package Includes, Smooth Steel Treads with Enclosed Tread Ends, 1 Baluster Per Tread, Top Platform, Platform Rail, 1 0.D. Vinyl Handrail, Center Column, Base Plate, Top Cap, Installation Hardware Instructions. 6'6" and 7' Include A Heavy Duty Center Column, 3 Center Balusters Per Tread 1 ''A OD Aluminum Handrail. Extra Platform Railing 87. 95. 100. 128. 145. Safety Gate 175. 185. 185. 195. 195. Oak Tread Covering 10 Treads 470. 510. 580. 670. 700. 11 Treads 517. 561. 696. 737. 770. 12 Treads 564. 612. 754. 804. 840. Oak Platform Cover 102. 112. 123. 150. 175. Flakeboard Tread Covers 10 Treads 240. 260. 270. 310. 340. 11 Treads 264. 286. 297. 341. 374. 12 Treads 288. 312. 324. 372. 408. STEEL STAIR, Code Package, Boca 99, UBC 97 IBC 2000 30 Degree Treads Will Fit, Height 5'C 5'6 "C 6'C 10 Treads 11 Risers 93 104'/2' 1,540. 1,910. 1,980. 11 Treads 12 Risers 102" 114" 1,694. 2,101. 2,178. 12 Treads 13 Risers 110 'h" 123'%" 1,848. 2,292. 2,376. 13 Treads 14 Risers 119" 125" 2,002. 2,483. 2,574. 13 Treads 14 Risers 125" 133" 2,077. 2 2,649. Other Heights Are Available ...Z Code Package Includes, Smooth Steel Treads with Enclosed Tread Ends, 3 or 4 Balusters Per Tread, 60 degree Code Platform, 1 'h" O.D. Aluminum Handrail, Platform Rail, Center Column, Base Plate, Top Cap, Installation Hardware Instructions. Extra Platform Railing 87. 95. 100. Safety Gate 175. 185. 185. Oak Tread Covering '`f- I 10 Treads I�� 530. 610. 700. 11 Treads a 583. 671. 770. 12 Treads 1 636. 732. 840. 13 Treads 689. 793. 910. Oak Platform Cover 102. 112. 123. Flakeboard Treads Platform Cover 10 Treads 260. 280. 300. 11 Treads 286 308. 330. 12 Treads 312. 336. 360. 13 Treads 338. 364. 390. STEEL STAIR, Half Turn Package 16 Degree Treads Will Fit, Height 5'6 "H 6'6 "HT 7'34" to 8 34" Rise Or 8'h" to 9'34" Rise 10 Treads 11 Risers 83" to 94" Or 94" to 104" 1,080. 1,270. 11 Treads 12 Risers 90" to 102" Or 102" to 114" 1,188. 1,397. 12 Treads 13 Risers 98" to 110" Or 110" to 123" 1,296. 1,524. 13 Treads 14 Risers 105" to 119" Or 119" to 125" 1,404. 1,651. 13 Treads 14 Risers Or 125° to 133" 1,479. 1,726. Other Heights Are Available Half Tum Package Includes, Smooth Steel Treads with Enclosed Tread Ends, 1 Baluster Per Tread, Top Column Bracket, Platform Rail, 1 'r4" 0.D. Vinyl Handrail, Center Column, Base Plate, TopCap, Installation Hardware Instructions. Extra Platform Railing 95. 128. Safety Gate 185 195. Oak Tread Covering 10 Treads 470. 630. 11 Treads 517. 693. 12 Treads 564. 756. 13 Treads 611. 819. Flakeboard Tread Cover 10 Treads 210. 280. 11 Treads 231. 308. 12 Treads 252. 336. 13 Treads 273. 364. STEEL STAIR OPTIONS Classic Railing Curve Up, Long Curve Tread 14. Per Tread Extra Straight Classic Railing, Plain 35. Per Ft. Code Riser Tread 20. Per Tread Railing 1 Round Steel Top 48. Per Ft. Ivy Tread Type 51. Per Tread Railing Oak Top 1 x 3" Tall 45. Per Ft. Fan Bar Grate Inner Treads 82. Per Tread Railing Oak Top 1 3 A" x 3" Colonial 48. Per Ft. Railing Bar Grated Platform 225. 1 Y2 Polished Brass Top 70. Per Ft. Pan Tread for concrete 1 1/3 deep 85. Per Tread Pan Platform 1 deep 125. Rail Posts 1" x 1" N/C Rail Posts 2" x 2" 45. Continuous Sleeves 40" Column Ext 26. Per Tread Oak Post, Floor Mount 3° x 3" x 42" 65. Column Extension 75. Oak Posts 4010 BT 3" x 3" 66. Oak Posts 4040 BT 3" x 3° 70. Heavy Duty Center Columns Schedule 40, .216" Wall Call For Quote Curved Classic Rail Plain Top 60. Per Ft. Schedule 80, .30" Wall Call For Quote Curved Rail 1 YZ" Round Top 75. Per Ft. Curved Rail 3" Oak Top 90. Per Ft. Steel Center Balusters 1" OD. 18. Each Curved Rail 3" Colonial Oak Top 100. Per Ft Twisted Cage, up charge per baluster 30. Each Curved Rail 1 W Brass Top 110. Per Ft. Single Ring, up charge per baluster 9. Each Double Ring, up charge per baluster 15. Each Designer Railing Scroll, up- charge per baluster 32. Each Oak Top Rail, Oak Base Rail 1" Steel Balusters Included Custom Baluster Tips 7. Each 1 3 4" x 3° Tall Top Rail 40. Per Ft Diamond Pattem Treads 1/8" 3/16" 1 3 x 3" Colonial Top Rail 43. Per Ft 3'6" to 4'6" 15. 24. Per Tread Curved 3" Designer Rail 105. Per Ft. 5' 16. 30. Per Tread Curved 3" Colonial Designer Rail 115. Per Ft. 5'6" 18. 34. Per Tread Oak Post, floor mount 3 W x 3 x 44" 76. 6' 19. 39. Per Tread Oak Loft Post 6" Tail 3 x 3 W x 48" 95. 6'6" to 7' 19. 40. Per Tread Oak Loft Post, Inside or Outside Comer 150. 6" Inside or outside tail Diamond Pattem Platform 1/8" 3/16" Oak Wall Post 3'/" x 1" x 44 33. 3'6" to 4' 60. 90. Newel Post Bolt 7" x Y2" Kit 15. 4'6" 70. 112. 5' 80. 135. Finish Options 5'6" 90. 155. 6' 100. 175. Black Primer No Charge 6'6" to 7' 110. 200. Light Gray Primer No Charge Multi-Story Connection No Charge Hot Dipped Galvanizing Call For Quote Custom Shaped Platform 150. Powder Coating Oversized Platforms Call For Quote Black or White Standard, call about Custom Colors. All Powder Coated Handrail Options Stairs must fee. Continuous Sleeves Column Extension. Price indudes S Aluminum Handrail 1 W OD x 19' 3'6" to 4'6° 275. Standard Stair, Half Tum 3'6" 4' 850. Aluminum Handrail 1 W on x 22' 5' to 6' 325. 4'6" 5' 900. Aluminum Handrail 1 ��2" OD x 24' 350. 5'6" 6' 960. Solid Polished Brass Handrail 1 ��z OD x 22' 690. 6'6" 7' 1,019. 2" Tall 3" Tall Code Stair Package 5' 1,050. Standard Stair 830. 875. 5'6" 6' 1,170. Code Stair Package 725. 770. Aluminum Handrail, Standard or Code Package 100. Half Turn Stair 830. 875. Add to all Aluminum Stairs 150. 3" Colonial Rail, Bead Groove +85. Extra Center Baluster 8. Per Bal Oak Base Plate Cover 100. Classic Rail 20. Per Ft. Flat Oak Column Cap 1 1/16" 35- Aluminum Stair Up Charge Ball Oak Column Cap 65. Add to Steel Stair Cost Aluminum is Mill Finish, not polished Brass Ball Column Cap 85. Brass Ball Oak Center Column Cap 120. Standard Stair 3'6" to 6' 1,055. Small Pineapple Column Ornament 62. Code Stair Package 5' 1,300. Large Pineapple Column Omament 85. Code Stair Package 5'6 6' 1,400. Extra Straight Railing 55. Per Ft Extra Railing, 1 1/2 Round Top 68. Per Ft BUILDING CODE DELIVERY CHARGES Salter Industries, manufactures specific stairs to meet the BOCA (National Salter's stairs are delivered by licensed interstate common carriers to the Building Code), UBC (Uniform Building Code) and IRC 2003 2006 address of your choice. Their charges are federally regulated, and are (International Residential Code) requirements. Be aware that your state and based on the location of the delivery and the weight of the shipment. The local codes may override aspects of these codes. For additional code carrier will call approximately 24 hours in advance to arrange for the delivery information, review our code specifications in our brochure or our web site. and also will indicate the exact cost of the delivery. The freight charges are Contact your local building official to determine what is required in your area not included in the cost of your stair purchase and you will need to pay the before placing your order. Salter's will not be held responsible for stair code freight company for their services at the time of delivery. The freight compliance unless we are made aware, in writing of the requirements prior to company may charge a residential delivery fee, phone notification fee and the order being placed. fuel surcharge. Salter's has negotiated a 50% freight discount for the merchandise that we ship. This discount is not guaranteed in all parts of the WARRANTY United States but it does cover about 95% of the country. Look for this discount on the invoice before you pay the driver. Salter's warrants its stair parts to be free of defects for a period of one year from the date it was shipped. Any part found to be defective would be TAILGATE DELIVERY replaced at no charge to the original purchaser of the stair. The freight charges will be pre paid by Salter's. This warranty will not include labor A Common Carrier delivery is only to the tailgate of the truck. The driver is charges to replace the part. This warranty will not include freight damage, not responsible for removing the merchandise off the truck. Though the water damage, abuse, general maintenance, neglect and or miss installed driver may help, he is not obligated. Be prepared with people that are materials. physically able to handle the delivery. If you have purchased a knock down kit, you will be able to open the main carton and remove the stair in several PLACING YOUR ORDER smaller manageable pieces. Typically most parts are 50 pounds or less. If you have purchased a pre welded stair, you will want four or more strong Most orders are placed over the phone with our sales people. A confirmation people. A forklift would be a big help if it were available. of the order and shop drawings will be faxed or mailed to you for your final approval. Payment for items ordered can be made by telephone with VISA, CHARGES TO AVOID MasterCard, Discover or American Express. Payment by mail can be made with a credit card by plating your card number, expiration date and signature If the freight company attempts to deliver your merchandise at a prearranged on your order form. Personal check, certified check or bank checks can be time and no one is home, you may be charged for the re- delivery. placed with the order form. Personal and business checks may be held for approximately 10 to 15 days prior to shipping. No C.O.D. shipments will be When the freight company notifies you that they have your merchandise, you made. should promptly return the call and set up the delivery. If the freight company does not get in contact with you in a few days, they may place your Salter's will require your signature authorizing us to build the stair as it is merchandise into storage and begin to charge you for this service. described on the order and that we are also authorized to apply the deposit and balance on the credit card that you have provided. You also accept our DELIVERYiNSURANCE policies that are listed within our sales information and web site. The merchandise that is shipped through the common carrier is EXCHANGE &CANCELLATION POLICY automatically insured against Ioss or damage. To maintain this Unassembled standard adjustable stairs may be exchanged for a different insurance, it is the responsibility of the customer or their agent that is receiving the merchandise to open and inspect all the size stair within 60 days of receipt of the order. The purchaser is responsible for all delivery charges. A 15% restocking charge will be applied to the materials with the driver present. When you sign the delivery receipt, exchange. Custom made components may not be exchanged or retumed. you are telling the freight company that the merchandise was received in Solid wood stairs cannot be exchanged. If a stair is canceled prior to an good condition. At that point the freight company is no longer responsible. order shipping, any custom component that was manufactured will be Again, you must open every box and remove the handrail from deducted from the deposit. its packaging and make sure that nothing is damaged. PICK -UP PAYMENT POLICY IF DAMAGE IS FOUND Payment for pick -up orders can be made by certified check, credit card or If a damaged part is found or a part is missing when you are cash. Personal and business checks cannot be accepted for out of state inspecting the shipment, accept the delivery and write a short pick -up orders. Buyer will be responsible for all costs, including attomey description of the damage or missing item on all the copies of fees, for the collection of unpaid delinquent invoices and c hecks retumed the drivers delivery receipt. After the driver has left, call Salter's due to non sufficient funds. and we will promptly replace that item free of charge. If you or PENNSYLVANIA SALES TAX your agent does not inspect the merchandise with the driver present and damage is discovered, Salter's nor the freight company will be held If you are a resident of PA, or a non- resident of PA and wish to pick -up at our responsible. plant, please add 6% to the total sale. When an item is delivered by a freight company out of PA, no state sales tax is charged.