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HomeMy WebLinkAboutBuilding Permit 11.372 J 0 Q H Z FN- w r- J LL 1 U N LLZwwa z w n g g g Z o U r m W Cl J U ' Q ..:$ W N a I W O DU.ri0 QOM z ? co .._� 0000❑❑ 11':"... >uj c 0 = : = v w � z � w O » a m o O w 0 Z ? V U a. w d H 0 O 0 0 17- JQ 0 c w ~ 1- W Z Z- x x Z • Z w N O y 0 al 0 � W Q n W Ill ° w z x r a 2 > v v ix Z W cG 00000 0 \ � i _ CL CL O w `t CL a LL H / ∎ �� - z U 0 w III w f- z • 0 O / Q O F w C`e3 x 0 Z Z U to Q 3 ` �; a O Z O O w z , Q V U \��. QC a O Z w O. w w - °z��aw W - - 8 cc ce x ° < O o • w Q v v ai o 3 = OOLLZ?N O 0 0 0 a 6z Q O a ❑❑❑❑ 0 .4 5- 0 E O 0 73 0 00000 0> E $ n n b O / ■ ��� �� 0 z v $ � z� � E R r\ Q • > q q 2 � r� z 4 2 q� r m m r m z ��o� i t > :71: -1 / d ®qQ ,-,z Z § 2 0 2 \ 0 / ° �w -71 0 S ��� k Si � 0 x ) / > \ w j \ � . m r § • I 0 73 z � / ` 000000 q § m R � _ � � ®��� � o ¥ z v o O c . ® c E m . ? ■ 1 1 1 7 1 7 0 ' @ Z� �x� m j m k §§�K k ��\ k $ 0 $ r �. �I 0 z § Q \ z : 7 , `- � �� § 1 o \ ) 0 0 V 0 �. x 0 - , _— - 000000 ^ Q"'" 2 / § ,, §k k�§ m o 071 -a � • > KC C C§ k 0 L �kk++ § ■ X -n7 �( 2 ®z - m } qr- § tri , n 0 PR IG �� ' C CITY OF PRIOR LAKE BUILDING PERMIT, Date Rec'd TEMPORARY CERTIFICATE OF ZONING COMPLIANCE r21 AND UTILITY CONNECTION PERMIT r '�'NE5��� C `' 1. White File 2. pink city PERMIT NO `/. 3 7 Z Yellow Applicant (Please type or print and sign at bottom) x ADDRESS ZONING (office use) 1 k33 Lc,(45 5+ N E ?e1 or Lake My 3337.2 LEGAL DESCRIPTION (office use only) LOT BLOCK ADDITION PID 2S'93b0 ‘, OWNER q Ce l ) (Name) WI j 11 aryl E ?aeke,r .. (Phone) OS 289 -76 X053049/? $ (Address) 140 D IN 5 it..L &k,33 La (d6 ST / A MN f3'372 BUILDER Company i 1 9 'a3n �t (Company Name) La t`5 ©N ``}(},t� r i l � �'l C. (Phone) ��� '' T . (Contact Name) L-4'C f 4 4 L0,1 5aAl (Phone) / - SOG - 644- - 04-7.5" (Address) Z00 12 w X 23 7 Ceti!htie, 11M S5eo27 TYPE OF WORK ❑ New Construction jZfDeck ❑Porch ❑Re- Roofing ❑Re- Siding ❑Lower Level Finish ❑ Fireplace DAddition ['Alteration ❑Utility Connection fjePktce. -beck it,41 4- R( t L ci- jt4tlfS CODE: I.R.C. DLB.C. ❑ Misc: GO W /24f6 - `7 3 4' /t9A1<. c O S aG tf MIN. Type of Construction: I II III IV V A B 5 E e 1AI I)OtC ' Occupancy Group: A B E F H I M R S U PROJECT COST /VALUE S Division: 1 2 3 4 5 (excluding land) I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above- mentioned property and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. 1 am aware that the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may enter upon the property to perform needed inspecti s. X I,b 5/%2 i I Signature Contractor's License No. ate Permit Valuation l 0 0 0 , Park Support Fee # $ Permit Fee $ 4 ( 2 s SAC # $ ' Plan Check Fee $ Lb. S ' Water Meter Size 5/8 "; 1 "; $ State Surcharge $ - S-C) Pressure Reducer \$ Penalty $ Sewer /Water Connection Fee # $� Plumbing Permit Fee $ Water Tower Fee # $ ' Mechanical Permit Fee $ Builder's Deposit $ Sewer & Water Permit Fee $ Other $ Gas Fireplace Permit Fee $ TOTAL DUE ,Z M//l�6 ? /(ti 5/ 11$ 6, S - SSo This App / / . do , : omes Your Building Permit Wh Appro ed Paid (p g., S , Re t No. (p 2,7?* d Date 6 , L U, 1 ! By , Building Office- Date This is to certify that the request in the above application and accompanying d nts is in ordance with the City Zoning Ordinance and may proceed as requested. This document when sign the t Planner constitutes a temporary Certificate of Zoning c pliance a llows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. / // D to Special Conditions, if any 24 hour notice for 11 inspections (952) 447 -9850, fax (952) 447 -4245 4646 Dakota Street S.E., Prior Lake, Minnesota 55372 APPLIED TECHNICAL SERVICES, INCORPORATED 1280 Field Parkway Augusta, Georgia iselarietta, Georgia 30066 Savannah, Georgia (770) 514 -3288 Chesapeake, Virginia Fax # (678) 819 -1055 Greenville, South Carolina TEST REPORT Title: FEDERAL RAILING, 10 ft. Panel, 42 in. Height, Component Riveted Construction, Pickets (3 /4in. x 3 /4in.), Posts (3in. x 3in. x 1 /8in.), Base Flanges (4in. x 4- 1 /2in. x 3 /8in.) With Support Foot Date: October 19, 2004 p; :`117 {r C; - r 3 1 e ATS File No.: D61023 i.. „ s f N File Prepared For: Mr. Wayne Perry Moultrie Manufacturing 1403 Georgia Highway 133 South Moultrie, Georgia 31768 Prepared By /2i David M. Brani Ph.D. P.E Forensic Engineer / Reviewed By �`” Jeff Hyatt Forensic Engineering Staff Professional Engineers Design • Consulting • Testing and Inspection Members in AAFS, ACS, ASM, ASME, ASNT, ASQC, ASTM, AWS, FSCT, IAAI, NACE, NCSL, NFPA, SAFS GEORGIA SOCIETY OF PROFESSIONAL ENGINEERS, NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS APPLIED TECHNICAL SERVICES, INCORPORATED 1280 Field Parkway, Marietta, Georgia 30066 • (770) 514 -3288 Fax (678) 819 -1055 TEST REPORT Ref. D61023 Date October 19, 2004 Page 1 of 12 Mr. Wayne Perry Moultrie Manufacturing 1403 Georgia Highway 133 South Moultrie, Georgia 31768 Re: Your File: FEDERAL RAILING, 10 ft. Panel, 42 in. Height, Component Riveted Construction, Pickets (3 /4in. x 3 /4in.), Posts (3in. x 3in. x 1 /8in.), Base Flanges (4in. x 4- 1 /2in. x 3 /8in.) With Support Foot Background Mr. Wayne Perry contacted Applied Technical Services, Inc. (ATS) in September 2004 and requested that ATS test a new rail system in accordance with the following: • SBCCI Standard Building Code — 1997 • BOCA National Building Code — 1996 • ICBO Unifolnl Building Code — 1997 • ICC International Building Code — 2003 • ASCE 7 -02 "Minimum Design Loads for Buildings and other Structures" • 29CFR 1910.23 (OSHA regulations) Objective Test the subject railing to determine if it was in compliance with the applicable codes Summary of Results The subject railing met or exceeded all of the following standards: • SBCCI Standard Building Code — 1997, Sections 1608.21 though 1608.2.2 • BOCA National Building Code — 1996, Section 1606.4 • ICBO Unifoinl Building Code — 1997, Table 16 -B, Category 11, Footnotes 9 and 11 • ICC International Building Code —2003, Section 1607.7.1 APPLIED TECHNICAL SERVICES, INCORPORATED 1280 Field Parkway, Marietta, Georgia 30066 • (770) 514 -3288 Fax (678) 814 -1055 TEST REPORT Ref. D61023 Date October 19, 2004 Page 2 of 12 Q ASCE 7 -02 Section 4.4.2 • 29 CFR 1910.23, Paragraphs (e)(3)(iv),(e)(3)(v)(b) & (e)(5)(iv) APPLIED TECHNICAL SERVICES, INCORPORATED 1280 Field Parkway, Marietta, Georgia 30066 • (770) 514 -3288 Fax (678) 814 -1055 TEST REPORT Ref. D61023 Date October 19, 2004 Page 3 of 12 Testing The subject railing was anchored to a steel 1 -beam bolted to a concrete slab. See Figure 1. Loads were applied with a ratcheting hand winch. The loads were measured with a dial dynamometer and manually recorded. See Figure 2. The following loads were applied: 1. A 200 lb. concentrated horizontal load was applied to the top rail at its midpoint and at the vertical post. See Figure 3 and Figure 4. 2. A horizontal distributed load of 50 lbs. per linear foot was applied along the top rail. See Figure 5. 3. A vertical distributed load of 50 lbs. per linear foot was applied to the top rail. See Figure 6. 4. A horizontal distributed load of 50 lbs. per linear foot and a vertical distributed load of 100 lbs. per linear foot were applied to the top rail simultaneously. See Figure 7. 5. A horizontal load of 200 lbs. was applied on a 1 f1. area of the pickets at their vertical midpoint. See Figure 8. 6. A load of 25 lbs. per square foot was applied over the entire picket infill area. See Figure 9. At the completion of each individual load cycle, the load was removed and the railing examined for any signs of deformation. The test loads did not produce any yielding or structural breakage of any component of the railing system. t ---- -gip ;- APPLIED TECHNICAL SERVICES, INCORPORATED 1280 Field Parkway, Marietta, Georgia 30066 • (770) 514 -3288 Fax (678) 819 -1055 TEST REP : T Ref. D61023 Date October 19, 2004 Page 4 of 12 " 1, r -- I. irr 1 i 0 i ; . { 1 � l 1 - .„ it ' \ 1 ii I ii 1-., - 1 i Figure 1. Subject Railing Bolted to the I- -Beam • ,_, i L --:---'-' ' r--- - APPLIED TECHNICAL SER\TICES, INCORPORATED ...., _ 1280 Field Parkway, Marietta, Georgia 30066 • (770) 514-3288 Fax (678) 819-1055 TEST REPORT ....... _ .... Ref. D61023 Date October 19, 2004 Page 5 of 12 --: , ./.;,-- ''' \ .--------- , "•,... , - . .-- . i -.---: 4sz , /- ...,, --.,. [ r• '' ‘ • :7. 7? CZI — • t ' ! r • ••••• ;' -1-77-- ' ' ''' ' \t \ s•— r f ■ ' r..„„ -i) 1.■ \,, „......., –•-• - c \ o 1 ' '', , , \ 1 \ ,,, '''''‘''''..., ' '''-': - - . „-- _1 _l_ — ' '' • 1 ,, ....,,,&:„. 1 4 —• ,/ .., I Figure 2. Dial Type Dynamometer Used to Record the Loads Applied 1 - : ; APPLIED TECHNICAL SERVICES, INCORPORATED 1280 Field Parkway, Marietta, Georgia 30066 • (770) 514-3288 Fax (678) 819 -1055 TEST , EPOR ^ Ref. D61023 Date October 19, 2004 Page 6 of 12 � aat? 3 ., ' 14 - i te r• �� . e yy , — \ ' 4etcrl Y� i rte-- :- -,---- -"�-. 7 p .N,y 3 d = J gg s r., r 4,,c1-51"2:".' i'E c.^ r z 'l x -,* ° i -, 1::"4. ; ,,,',, t k�'d a+i+ +s. a 4 ` yk' w, «�` ^,.A Figure 3. Concentrated Load of 200 lb. Being Applied to the Top Rail at Its Midpoint Note: Winch is on the Floor i . , -..,,=" , APPL [-_- _______J 1 , i ' l'-'777--- TECHNCAL_ SERVICES, INCORPOFIATE D 1280 Field Parkway, Marietta, Georgia 30066 • (770) 514-3288 Fax (678) 86-1055 --- TEST REPORT Ref. D61023 Date October 19, 2004 Page 7 g of 12 _ • ... -..,, , , .;.:. ...: .....41 - _,,, , ___, _,_,„...„._:..., • -, ,-, • • , - - - ' - ' _,. ''.. t ,,,.., r -;:".. • . • ,- .......?::',::::' • , , . , . , ' ' ',' ,,,,,, li 4 p.. ..., , • , .- . . - . • • . . ' ' • . " • ' • ' ' ,-, ', ,-,..•" .• ' ' '• 4,4' ;"::.'' 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FiRs- i • -- , — ' '...,'''' ' - , ,ih, " . • % ., i -. %, ' ',X,' %'"'''''L.:',"%%...,:.4k4.4S 9 -.. 4 ', .,, : . - 1 ,.. - -''V';:rPt,, .. ... : • .,... ;I:.;='.1''''-' ` -',,, '..:, -- ';: ;',:: 'i -',-:',.4"-:1:::•::::2 '''' . l 't T- •",..•;,:c : • " .,,,...1t. ''sf ,--' . 0 . , ..;.;.:: :, - :;"..‘',. '.:, '' ', :,•-, 1 ,X...,::',•:1',L;y;"-;:";:`,:i.';''''''::'':°7-*:';'''-4,2 •:-.:.:, _.,',.- ,:::.2:472.:::,.:'..„„ Figure 4. Concentrated Load of 200 lb. Being Applied to the Top Rail at the Vertical Post APPLIED L�il c.}�1� y L�`ME 1280 Field Parkway, Marietta, Georgia 30066 • { 770) 514 -3288 !/ Fax (6 78) 819 -1055 tJ tr�i TEST REPO Ref. D61023 Dade October 14, 2004 - Page 8 of 12 i : .......,.„.. :.,,,.: � � —� � 4+ I� � i � , I i � 7 3 ,� � , � � � � i l �� .. , r '1 : )5 i r i Y i f 1 '•i, '', ' I J d tt C „',.41.;., 1 a �� .- art t i h F I * . x x y . � ° rk t 3 s. '' ^*r 3 -` 'fix. sG l/ k' F S 'L � r„ . ^�[J� rs� � y D 4 r,1 — st t , ic ✓ y. .c "F l C' :r+r s. 'Kq ' ;21 ' � 4. 3,�t x a qr - - N 'T'`.7—: ' - r ." -` . r � a t Y..'i • 44"", �a� a r. - Figure 5. Application of the 50 lb. /ft. Horizontal Distributed Load - 1 1 ti =-,? APPLIED TECHNICAL SERVICES, INCORPORATED 1280 Field Parkway, Marietta, Georgia 30066 • (770) 514-3288 Fax (678) 819 -1055 TEST REPO Ref. 1)61023 Date October 19, 2004 Page 9 of 12 F T ?% , S . s�. • ., 1 1 .Ex` i , ' �` ci- ', '.i'" a 4 fix z 1) ,y+ * +ice � u 4 ,--:-.: .. 1 } t `' ti, , t ri d 3' c. 3 , ., -. 711- ! 0 4 ti . i i K' `.., y, ` ? a i ry -4 x ;`"^i , \ 1 - -s,,,,, 1 1 _ ,, ,,.., i 1 ; ' , , )1, 1 „, - 1 il ,41 s( t ) i 11(.1 if., 11' ■ r � i I 4 ^" I a J r = t ]-- r,i. t` '- Cry 1,--1 re + � .4, ! r 1 l . ,. `. 1 l -` r t r i - 1 -1'..%' '- y ,, u f ' � r ♦! n ° � r r Figure 6. Application of the 50 lb. /ft. Vertical Distributed Load Note: In Addition to the Ten 45 lb. Bags of Stone, the Angle Bracket Beneath the Bags Applied 5.6 lb. /ft. of Additonal Vertical Load. Also, the Horizontal Load Mechanism was Connected for Convenience. However, the Applied Horizontal Load was Less than 4 Ibs. /ft. A" el .A '',.. ) APPLIED TECHNICAL SERViCE‘,-,p, [,,q(, 1290 Field Parkway, Marietta, Georgia 30066 • (770) 514-3288 Fax (6'78) 819-1055 TEST EL-.FORT Ref. D61023 Date October 19, 2004 Page 10 of 12 1 ,— , z - , --- 7 ,- , , , ,..„ „,.„ ..,,,.., ,.....„ ,, .T , , ' .,, ,,,,,'.,,,,- ".,,,',, ,; 73, •f3,„-.'4 V Ecli7V '''''''44 p ...7 , :,....,■,,z ,, ,.. 4 . ,. .=...e,. ‘ .g_,,,,..: ... 4.p.,-„ • ,'..c,:', -1.. ,` ,1 1;' , .. 4 , ' , ' j,-;:.,: ,,, „ ,...„ '.' . ' '..0.' A "' " ,-, 1 ' , ,,: `," : . ,.4 „,..;,,,,,,! .?„,,' „.„,,,,,,,, , „ „„ ^ , 4 4 ',1 , 7. . ' ' ''-' ' - ' ,' ''' • ' i ' ' ' ' , '''04% 10441 4'4' ',,, , . ' . );",:lf; ' t 4 :1 ., ` , .el" , ' , - ' , '-`-' -',', ' ''','-'-- 1....1 ' :,5 -, :,. . . . -" -.: '1,,,— i ,',., :,,.'t ,,,'''.,, ,-- _ r , .... ' s . --,-',, ".., ', ,' :,-., -,... ',V ,„,,,, ,___.... •--- ''''. 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'• . --•:-„,_ "-_-,- , ~ '*i? 1 , -,--..„„.----- cz-;.°, — : ......._ Figure 7. Siniultatteons Application of the 50 lb./ft. Horizontal Distributed Load and the 100 lb./ft. Vertical Distributed Load 1 1280 Field Parkway, 1liarietta, Georgia 30066 • (770) 514 -3288 Fax (678) 819 -1055 T IFS ''' REPORT Ref. 1)61023 Date October 19, 2004 Page 11 of i 2 . + 4 } - � I t t 1 I � 1 {, i i r j, r� -k IH - ; i ; -/ 1 I 1/ '!!, " �; i 1 ) r ] i ' l " 1. bT l i 1 1 �" ' ' r;;; .' j j F \ . , , , I i i r- +� ,,,, , 1 1 LI z i I 1 r r .-1 • — . , 1 Y y M 1 i t A 0 . H a ' r Figure 8. Horizontal Load of 200 lb. Applied on a 1 ft. Area at the Midpoint of the Picket Area] , Note: Arrow Points to 1 ft. Plywood Piece Used for Load Application. Larger Piece of Plywood in the Background Was Not Used for this Test. I.... _ ; 1 l ___ ,_... '''''''':;' ' ---- "-"' APPLIED TECHNICAL, SERVICES, INCORPORATED 1280 Field Parkway, Marietta, Georgia 30066 . (770) 514-3288 Fax (678)819-1055 TEST t REPOR I,, , .. Ref. D61023 Date October 19, 2004 Page 12 of 12 . - .._..._ ' . - :, , : .:‘ ?::: ' . . , ' : ' . ''' ' - ' , • ' - ' . . ::::;',. ' , , 7ti„;,),., .'.9.: .;,1 'T'' 7 9 !i'l F,1 ir- I , , 1' .--.,,. r! •\,,,,,•, .: ', ' ', , ,- -,--.; ---; - :°1 71 7 r" -I '- ---- — --'^ i ; .;',-! " ' " i , ..,' 511F 1 i ll; i ,, 1-.1 ..i...-1 - ...1.: , , • ' - L - ..5 ; , '-.;td I 1 r-,,. '''''l '1 1;1 :. < E, ,, ", i ' ■ ' ' ''.' ' I ' : ' '' 1 .: - ' : . ! , ' ' '. I . . '. i ,:*:. ,,l ' : "; 7:41 ,,,,1 :,) .. ,.., , ... ,,, j , i ,-,: ,,,,, , , L, ( 11-.:1- ,- ,!:41 t , :- 1 -: - - , .,•,-- <„,„ 1 -•. , : - , .- , _ , -,,=, .2,-„--, ,A , ,A., ,„!.. ;.: ,,-, ,..„-: 7, - : i , .f, , ! --- - 1.... ,... ,--,--, ! ",' ::: '2:4 V iti ...., ,., ;1,1 •-._= "--:' L 1 - ____----- Q L----- . .. I .. . L. .• ' , - --:,3 :: ''''' 1 --...-• - 1 . a .. . • ; ' —,; -- ---- la' 1. ' ---- ', -----'." '-'-'' • '-'....' - -;::'''"--, ,; ., ' I , — . - :.,;;;--1--. ' , -,,,, f , \ „'' . . , ,I, ;',..,-/--..- '. 2 ' l'''.--;..--.._.-- .;'"; -.' - -„ . '' .. i.i.,/ , 4 ''' ,, , , ' C ' 5 , :,i c : , ;■ -- ,' ' • ,. , ...- -- , - co;;,,, - 1 . •; - ,, - , ..,," : " . , ' : , . - , ..' ,' - , ' , , ,: ' , - - •; : ::,--''': „.. . . , . Figure 9. Distrubuted 25 lb./ft, Load Applied on the Picket Infill Area Q ce of W N - N r N ry 07 r a I 1 ra W 1, Q 0.7 N 4 m m Z 7K;1 U W G x 0 N N , . f� 1 I ] . W : W J J m rY v K 2 N MI- a ? i m CO LT- R n � 1 W i aM o ° 7p • M 7 E c 0 • — N ILI • L I k_ E cn a) I a, •co C (�) 4 G ran rl"1 v O I ur.■,_ . J cp o ,4,0 ,,c Q _ _ _ _ 3 ul ▪ H as u 1 !! N v> I I w W r 1E1' r--- a to m v > CD CO Y w „ r N w tY `r ° `�C 0 = U w 0 Z Q 0 2 -H O o7 m CL (.) 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Z I- W O 6 _ a U N --- 2 W r I In K 10 en N W J X W N- Y '''.-02 V1 0 4 Q ° Z m CO a • -H o Z In U o rn N d cn 0 W I tY n L i1 tt N VI I— -r W a 0 0 z o w - 1 - 11 01 i U z Z n z -H r -1 CO I,..: I H r1 W w Q r - I NI CO � I O p L_J 11 C a IIn I 1 � I (.n ' } i i J • J L_ v - ) a I . I L J In o —_ L. 1 , o m r co M i i ;� II W O a O i LI CD 0 . W a W 1 ' I i J L_J Q J a i i— a pi W U ° Z I I 12 VI W W U Id N in n K a 1- X W J R a a .• EY 0 IJ (e IJ W F Y 4 0 m O y ti N U'I N e m w y N g '1 I- M I D a N W O N Q of N Z QO] U 't r�/� en w ow � l W w I K ^ N In Y Fr,: 17 N t"n L' v m W F U 0 0 o � w v � �� -H a J z = DO z -.- � a a� o �/� ° I o ^1 z(n um I ' J v L_J [ J LC L N IL Q a. V p Lo o ` ] L VJ N L. 1 W it IX Q� r- r d n -=', X V < D 4. }— .N i L.....) O o z 7. N O 0 L_ b!! ° -40 1 aK w gro P z a <0lw. a z 1 \ _ i m fI.o i x N (0QJ W Z t- L.. O a N U (n N Nv W = >- 1 N 0 d O O V) W O L0 if7 CD I N (- N 00 N to N r.3 W J J Cr L, I O 1.— ¢ O Cc Ji o CO m a T I N Ci Z O N to CO d y J O s > 1 (.0 l W 17 Q Z U ❑ (n C.) Z z o z v — z s IY (n L„ N , O h- r -t W w CL ^. Ov ° -11 J I I - - WI `L 0 0 0 0 c0 0 c0 O 4 O O O O -I t d- ni 1 FYI I I o sr i NI IN I i� i +I LDI I'' I I . I I I.- 1 L--/ N __J L- __I M LO 0 O p + I N M I N PJ �a I u O mz 1 I ce 1 w I- O N i, a_ J • O W O O X Q z -l-I I 1— m , o r — ` ` : I i 1 Q 2 m 1 aA O I Li 0 - H 1 Q „] r 17)- 1 F a. L_J i„:„, U _ O W N U] LY O X W ∎- J R Q Q u 14 w w s z 00 Mai . 5. 2002_11:5MM_ —No .1376_P . 3/3 COMMERCIAL EXTRUSION TULERANCES APPLY U4.!!:SS OTHERWISE STATED DO NOT SCALE DRAWING CORNER" RADII .015 EXCEPr AS NOTED • 1.500±.014 r ---- 90' X H . .375 i ID MARK 1 .750±.010 - --- - — - — - — - — -- -- L L .062 - ,,-- EXPOSED ,, \ . APPROVED . i I DATE; Ag I [E.. ---.1 I COMPANY; 461d. . . DIE COST; 1 / . . N / -... ...- 61 2, 7 / L. 4 1 . / , WALL THICKNESS: •V2 UNLESS SPECIFIED (%1 ( Hydro PO BOX 2647 Mai Aluminum EL:: 'INDICATES MPC. CONTROLLED DIMENSIONS MOULTRIE, GA 31776 HYDR North Americo PHONE: (912)935-9869 LET REVISION, BY DATE 1 Moultrie Operation FAX; (912)890-286 CUSTOMER REVISION NUMBER 34X1 1 2TUBE LEVEL . .............- PUE 1.500 X .750 X .062 WALL TUBE MAT' L SPEC EST AREA FIN PERIM TOTAL PERIM 6063 .264 4.474 8.475 —. REFERENCE EST WT/FT FACTOR CIRCLE SIZE .317 27 1-2 SCALE 2.5X I- EEDER DACK -- SHAPE HOLLOW 8 °LSI 16-42 VI3 n'5.0‘,- G W 9 \a c> 2 IcHK DATE DIE OPENINGS 4 PRESS P23- i MOULTRIE MFG 34X112TU BE r ..__ ___ "_' ___ • aaiaiav flULIIfl. IILiLLJ l ! /1 CQMIi4£RC7►d_ UTRUSIUN TOLERANCES AMPLY UNLESS OTHERWISE STATER DD NOT SCALE DRAPING CORNER RADII 415 EXCEPT AS NOTED Pk A r F. i Fe • Ri4 I #409 Se vA-- 4-(c. ,7sQ ,-,, ..1-a S-• L.A...-k-,, . r *.009 h750 ■■•■■■■••Adwoo.............■sr ........... L_ _ e . EXPOSED fi 1 1 ■ 1 ( . _ '' ) TYP WALL .062 TOTALLY EXPOSED MANDREL SHIFT ±.010 AOTUAL SIZ CUSTOMER �.` LET t.EVtsIUN DATE NUMBER WELLS ALUMINUM CO1P NI 11111111 MOULT'RJE DIV. MOULTRIE GA. PAY NA Tfl. D'FIrJN Es C91Ta-985 -9889 FAX MEI -985 -745'3 ,750 X ,062 WALL SQ. TUBE III III 11- 9P7ER4IM :� RE EftENCE ST IfT /FT i r - I RCLE SIZE SEALS D5 i -2 r 2,5x. sln �yd . �I ,, DATE _ G W : 2 3 2 4' SHAPE HOLLOW BOLSTER H•-4 DIE OPENINGS 4 PRESS 1675 -7 (COMMERCIAL EXTRUSION TOLERANCES APPLY UNLESS OTHERWISE STATED DO NOT SCALE DRAWING CORNEP RADII .015 EXCEPT AS NOTED ±.010 o de4 4 1 g 14' � 9.050 0' X C-.015 T0 -C DP (2) 7 - 79 V I .266 P - ,±.014 1 . J r - — •— EXPOSED — — — • -- 1 j I I 1 I I I 1 ±.020 ♦.532 I 1 L_.___._.J L.— .._. —.J ACTUAL SIZE ±.00s ((( Hydro WALL THICKNESS: -109 UNLESS SPECIFIED Po BOX 2647 kog Aluminum r____] IINDICATES MPC CONTROLLED DIMENSIONS MOULTRIE, GA 31776 HYDRO wells PHONE: (912)985 -9889 LET REVISION BY DATE Moultrie Ope ration FAX: (912)890 -286.4 CUSTOMER REVISION NUMBER MMM -90 (34052) LEVEL PART NAME "U "- CHANNEL SPLICE FOR CROSSOVER POST MAT'L SPEC EST AREA FIN PERIM TOTAL PERIM 6063 -5 .384 7.256 7.256 REFERENCE EST WT /FT FACTOR CIRCLE SIZE .461 16 1 -2 SCALE 2.5X rEEDER RING BACKER 38778 DWN DATE GiV 3877 8 SHAPE SOLID BOLSTER H -2 PBT 8.28.0C CHIC DATE MOULTRIE MFG 42 DIE OPENINGS 2 PRESS 1675 -7 • X w N p Y .. N d o 7 h m W N H - I 01 a.,,,, w A N G ro 2 O J _Jr- u , V I K IJ X ry N N O F _ M J U Q m l J .m .. W N d J W S o z cc o 2 4 WM K a W ars-_o A n �y u U R r .- ._.- .- ._..- .- .- .- .- .- ._. -.� 0 U 1.. ,- 1.. � li E '1'- 0) f- r- lit E w -"�. a' I n QI I , Qy. s Q' r �J 1 I -0 ^ a r- ,-,c) �...J O >, 2 N O >- cc WN . ' _ >— - 1 za -o W u 5O w w w cU ..l IN G ` w ce Z cn N x ¢Na �! a � am V1 J w K w aco ca ui W T O ti g J,-- � 1-iD a a � , . 1 U7 , . ` u i2� 3 c 'du r O CL L ..... cl u . ) I- 1./J Z i__ X 1— LT: o a W C.) O N a I Q 0. w r ro V) pq a, ,r) I I c. N I o I W o � `° I N z K I I p U _i w O cc L.— ._.— .— .— .— .— .— .— .— .— ._._.� ° 0 m m 0 z O U 0 N d ti N N W N w a V) i- W Q Z U O In O U z O Z _ -- ti Z 1.- r W cL 1 1 W W 0 J 1 1 0 a J 1 1 — W Z W +I O , N M - 1' O • 1 4 /0 a 5 1 X O Cr v a X O in rn O O o W N\NL ---) d -...._ ✓ N O CV N 0 O � N ii O Li EA r - l +� r I +jr IOi jO j }' -- - -- - - - -- - --- - - -- >- ilp W .. I '(1 1 1`. 1 (n _. - (f) 1 I D L_J 2 I N I L I J I N I L.._ ..1 L_— . co H O • LA O Z +1 D O r J N a a O a ° O w O I- Ll 2 Z ¢ Y Q IA r °a 1- w I o w N K O r O r . o r-1 r ii 1 10 I in! I I W .. + INI O _ I NI J q 10 I O M 1 . < . �J 6 L +1 L K u IZ I34 E ", O N O 4 Lynda Allen From: Pam Dahl < pam.larsenind @sleepyeyetel.net> Sent: Friday, May 13, 2011 11:09 AM To: Lynda Allen Subject: Permit Info on Railing for Packer Attachments: Federal Railing D61023 Test Report.pdf; Federal Alum Railing Side View.pdf Lynda Allen I have attached the railing testing for the railing we will be using at the Packer residence for their deck and stair. This is per Larry Larsen's instructions. If you need anything else, please call me or Larry. fP' cz.sKeLa. Pala Larsen Industries Vinyl and Farm Supply 200 Second Street Goodhue, MN 55027 1- 800 - 544 -0475 or 651 -923 -4451 Fax: 651-923-4999 • PRIOR LAKE DEPARTMENT OF BUILDING AND INSPECTION INSPECTION RECORD SITE ADDRESS 4.33 LOlO5 er TYPE OF WORK 4 6. # »I(. • USE OF BUILDING ger A X PERMIT NO. /1. 372• DATE ISSUED .5 /3. / / BUILDER HONE # NOTE: THIS IS NOT A PE IT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT INSPECTOR DATE 011111111101111, 1 I I PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED I FRAMING I I I FINAL 1 1 FOR ALL INSPECTIONS (952) 447 -9850 1 1 S O °9' 918. L OgL Y r 0 - A.15',!,9 1' "� c R .r A_2a.�o '`q� R.181.80' I CN tot. \ 4i' /s sukF R ----- _ — I (41 1 08 H 58.57 S --. cn i S 82 N E 7. i 20" pe • � 'F \ • 10 • .Q-1' j I / 4.:* ' > y g \ \ 1 N 1 m ' 1 p0.0PO5E0 i \� 1 � / I i 1 \ 1 ■ pA IVEW AV ,� \ \\ \ \ I O \ i - _ . ' I I \ 9L - s 0__ - pNDD1 \ _ x N 10.0 \ f e"' 1 �X- ' "- N N _N _ "J - PROPOSE ■ i e" , GE PROPO D `s , n GAf A SE I 0 . HoO \ y EXISTING 11 1 m HOUSE 12.0 01 4613) - \ •,,,,® 0 j poRC11 — DECK 1 y' -1 ■ II \'I'"---------------- 1 I CONCRETE > __ - - - -; -- _, EXIST. •-•-••-•' , c , _ . HOUSE --• wW or 1- ' - " .11r�_ e _ - - - ,$9.57'44 "E -- - _ 465 ) o .. _ C - - _ _ Dr - _ �- - - S1TFLfIT' -E"" - - -- - 904,0 COk YOUR FALLS 1N - 904.0 CONTOUR LOCATED ON 1 -29.93 OC SNORELINE ICE ELEVATION - 902.29 ON 12 -29 -92 RAL PLANS FOR HOUSE DIMENSIONS PRIOR LAKE , rRO D Top. I Low " i: t Cnr ` p Dent Tg, o Denote, pt.pored without the benefit of a title search ° DenoE•s p� I I show al easements of record < DenoEes O Denokee I 'Denoies I Deno ea I tr 4 C 1 t i';Y= lil'n> , , l l , , .girt 1.. , • r;IC" y ,, ..,,e, ,: , ,v, . . � nwn.....,... M