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CC W > r C.) cigz a o �jIj I - 4 � Uw-010 Pi . - — ,• tI Q2Z �luI" CC e 4 S al ~ cAa 6 = Ogi- gc5 �* J o w G � pU ¢ U �w 1 -`o sa E -1 ui cwn oO r— w D u, 4-,0I-,, 4_— -1:-1 ! ~ O t a 5Q. - m> 1 a i--a , h cep s. 2-11 oLo ° Q cY o a p W I ° sew- a)c e /� 1 W nmQa i • e* hJlIaN C' °- zl ".)-5a2i1 1 c. .,:,, A a 0 0 ,_ ,- U . 6,,,P-1 ,....9 I c.) .-- V w V A • yy( ii € r.\ O g c '✓ ` c �., , i I Is i !) (A4,°,/) 0--- t . 0 NOISIAIQ ONIO1in8 '-v,fi • It 3 aad11 AO Air.") ZZOZ 9 _ 100 ani '4 55 klei 8 7 6 5 4 3 2 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY SEAL: REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED. NOTE TO BUILDING DEPARTMENT OFFICIAL THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES MANUFACTURED BY VERSATUBE BUILDING SYSTEMS.VERIFICATION IS RECOMMENDED PRIOR TO BUILDING APPROVAL. S H A N N O N B U R C H A R D I 4-'sip R°FFs ©VERSATUBE BUILDING SYSTEMS 2023 4,N G I N ���Or 14080 SW 100TH AVE. le TIGARD, OR 97224 fr62618PE D �-�� 22' X 24'-2" X 12'---- ilikt„)3 OREGON D 1440 = � �=III' `\ -,� 1110"i'`�•\ �`� t, /xPs ;023;::43 1111111 '1`ii ,. ��� �.. RECEIVED \ 4111111111, ---_ ,..111 ..._,t,,:.;.____:::..........s..... ,___ „ 1, �` �r,. 'I��.. II► �'� ��.. CITY OF TIGARD c _ .� r; `\\ I� ` `�i►�.��� BUILDING DIVISION . r...,_. >,111 _____ _______. .,::.__ , ..........., ______ � � III ' ,, ________ 1,..:. ...r__.5. ,8____ . ,„ 000, 11 _ . .....„...., op. .11 1 ,.. ii____ --A.. 9 i IL. ....„_, -,,...__ _ --------- \\ , ---„...... • DESIGN CRITERIA: MATERIALS: ���\ 1.SIDE POSTS, RAFTERS, PEAKS, DOOR HEADERS, DOOR JAMBS, �� OFFICE COPY CODE COMPLIANCE:2021 ORSC EAVE WINDOW FRAMES, BASE RAILS, HEIGHT EXTENSIONS: \\ - OCCUPANCY GROUP: U-1 2"X 3" 14 GA 1015 STEEL, 50 KSI --,: RISK CATEGORY: II -"*.-.-- - // 3:12 PITCH 2. END WALL VERTICALS, WINDOW FRAMES & BASE RAILS,COLLAR TIE: DRAWING INDEX: - . 1. DEAD LOAD: 2 PSF 2"X 2" 15 GA 1015 STEEL, 50 KSI 1. COVER PAGE - 2. ROOF SNOW LOAD:30 PSF 3.WEB BRACES,TRUSS BRACE VERTICAL: 2. ELEVATIONS 1 1/2"X 1 1/2" 18 GA 1008 STEEL, 45 KSI 3. LH SIDE DETAILS 3. WIND LOAD: 115 MPH, EXPOSURE (C) 4. ROOF WALL SECTION DETAILS 4. HAT CHANNEL (ROOF PURLINS): 5. GABLE DETAILS 4.SEISMIC CATEGORY: D 18 GA, 1010 STEEL, 50 KSI 6. SHEET METAL INSTALL DETAILS 7. BASE RAIL LAYOUT DETAILS A 5. ON CENTER FRAME SPACING: 4' 5. BRACKETS: 8. FOUNDATION/ANCHOR DETAILS A ROOF HAT CHANNEL SPACING:43 1/16" BK-30, BK-60, BK-61: 14GA, 50 KSI STEEL BK-10, BK-20, BK-WEB-I.5SQ: 12GA, 50 KSI STEEL 6. SHEET METAL:29GA MULTIPURPOSE, 80KSI, STEEL BK-BPR-24: 16GA, 50 KSI STEEL ,, ALLOWABLE WIND PRESSURE LOAD ON 4' CENTERS:36 PSF BK-40: 18GA,50 KSI STEEL STRUCTURAL DESIGN PROJECT: VERSATUBE FRONTIER BUILDING ALLOWABLE GRAVITY LOAD ON 43 1/16"CENTERS:38 PSF T&Z Consulting Services, LLC TITLE: 22' X 24'-2"X 12'FRONTIER PANELS ARE CLASS (A) FIRE RATED. EXTERIOR SHEETING NOT SHOWN. 1428 N Shevlin Court liVersaTUbe' DWG NO: VX2.522241204114X91WD7W-R_1441405REV Sewickley, PA 15143 DRAWN BY: E.BARTGES DATE 2/9/2023 I ;NE8 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY STRUCTURAL DESIGN SEAL: REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED. NOTE TO BLILDING DEPARTMENT OFFICIAL: THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTJRES T&Z Consulting Services LLC pPRO MANU=ACTURED BY VERSATUBE BUILDING SYSTEMS.VERIFICA-ION IS RECOMMENDED PRIOR TO BUILDING APPROVAL. _ _ ' ��G F� ©VERSATUBE BUILDING SYSTEMS 2023 , 1428 N Shevlin Court ��� G I N F SSA Sewickley, PA 15143 kiN " 02 to 7 SHANNON BURCHARDI 62618PE 14080 SW 100TH AVE. ear D %TIGARD, OR 97224 vOREGON <oq, ._._�1 22 X 24 -2 X 12 NGQIAO 1 A XPIRES: 06-30-2024 ,- 02/20/2023 24 2" ANCHOR AT EVERY POST WALK DOOR EACH 2'X3' EAVE C CONSISTS OF: SIDE WINDOW (1) 7100-4575 CONSISTS OF: C (1) 7100-8175 (2) 7100-4575 (3) BK-l0 (2) 7100-3600 4'-0" (1) BK-20 (8) BK-10 TYP TRUSS BRACING ON 43 1/16" ALL INTERNAL FRAMES 3:12 PITCH 11 II 11 II 11 TYP II II II II lI II II II II II II II 11 II B U U u U l! G 11 11 11 11 - L 17'-2"— TYP TYP 13' 1" so- 12'-0' . . . . ... 9'-1" el _ 2'-0" 3' 0„ 9' 0" TYP -oil-- TYP . 3'-0"TYP 81 3/4" . . . . . .4 3'-0"TYP . - - , 1 • A �-4'-4" � 14'-0" � � 22'-0"- on- - 38" -611 A TYPICAL BOTH GABLE ENDS PROJECT: VERSATUBE FRONTIER BUILDING TITLE: 22'X 24'-2"X 12' FRONTIER IliVe rs SYLTGMS CT bI A LII DWG NO: VX2.52224 1 2041 1 4X91WD7W-R- 1441405REV �> > DRAWN BY: E. BARTGES DATE: 2/9/2023 PAGE 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY SEAL: REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED. NOTE TO BUILDING DEPARTMENT OFFICIAL:THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES ' MANUFACTURED BY VERSATUBE BUILDING SYSTEMS.VERIFICATION IS RECOMMENDED PRIOR TO BUILDING APPROVAL. so PROF ©VERSATUBE BUILDING SYSTEMS 2023 SHANNON BURCHARDI ��c,. GIN -,•/0 14080 SW 100TH AVE. TIGARD, OR 97224 tr62618PE r D 22' X 24'-2" X 12' OREGON D cki se • I /.. PIRES:06-30-2024 02/20/2023 :111A a _ II , I . c _ c 81-3850B I SHORT SIDE POST 81-QDH190N.. SECTION A-A 190"QUADRUPLE TYPICAL 3 FRAMES DOOR HEADER BK-10 - . 9' 0" . _ ANGLE BRACKET , _. 4 PLACES ii II ' I I II • \B /' 7100-10800 Q 71-4940 2"X3"X108" ' ` HE-0975 SHORT 4'STARTER ATTACH WITH 9,75"EXTENSION BK-10 SIDE POST (6) CONCEALER ANGLE BRACKET /, B2ASE RAILCES SCREWS 81-DDJ108-5.75 ATTACH WITH 11 108" DOUBLE (6) SCREWS I I f 4'-4" ► 14'-0" DOOR JAMB 11 I� Ii� BK-10 _. I� `.I'I III �( SINGLE JAMB QUADRUPLE II ATTACH TO FRAME HEADER WITH CONEALER DOUBLE A SCREWS A JAMB STRUCTURAL DESIGN PROJECT: VERSATUBE FRONTIER BUILDING T&Z Consulting Services, LLC --: TITLE: 22'X 24'-2"X 12' FRONTIER 1428 N Shevlin Court "" Y„,a:uc .„... as et saT41a ` ;, DWG NO: VX2.522241 2041 1 4X91 WD7W-R_1441405REV Sewickley, PA 15143 DRAWN BY: E. BARTGES DATE: 2/9/2023 I EB 8 7 6 5 - 4 3 2 I PAG 30F 8 7 6 5 L 3 2 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY STRUCTURAL DESIGN SEAL: REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED. NOTE TO BUILDING DEPARTMENT OFFICIAL:THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES T&Z Consulting Services' LLC p PRO MANUFACTURED BY VERSATUBE BUILDING SYSTEMS.VERIFICATION IS RECOMMENDED PRIOR TO BUILDING APPROVAL. . F�.` ©VERSATUBE BUILDING SYSTEMS 2023 S H A N N O N B U R C H A R D I 1428 N Shevlin Court �.�0 G I N `SSA 4080 SW OOTH AVE. Sewickley, PA 15143 C9� 4N O/- ITEM NO. PART NUMBER DESCRIPTION QTY. ou TIGARD, OR 97224 ir 62618PE r D 1 7400-6250 2"X2"X5'-21/2" 2 22' X 24'-2" X 12' D - OREGON 2 BK-40 CORNER BRACKET 2 - 3 BK-61 COLLAR TIE BRACKET 1 ' - �GQIAO Z . 4 74-1110 2"SQ X 111" CENTER STRINGER 1 XPIRES:06-30-2024 5 BK-WEB-I.5SQ WEB BRACKET 4 02/20/2023 6 BK-30 SINGLE PURLIN BRACKET 2 O 7 71-6000 PEAK 1 CI O 0 8 7500-02825 1 1/2"X 1 1/2"X2'-4 1/4" 1 GI 9 71-8200 RAFTER FOR 22'W 2ID 111)Ca. 10 1.5SQ-WEB-3900 39"WEB BRACE 2 , prio„,____a- . O 11 BK-60 COLLAR TIE BRACKET 1 12 71-5008 8' SIDE POST 2 1 61-4111— ID © Q Ci 13 HE-4 2"X3"X4'-0", 4 3/4"SWAGE 2 14 BK-BPR-24 BASE REINFORCEMENT BRACKET 4 Gil , B 4111) SIDE I 4 POST RECEIVER END OF #12X Il SIDE POST as SCREWS4" RAFTER PEAK I SELF-DRILLING SIDE POST SCREWS #12X3/4" RAFTER SELF-DRILLING 22'-0' I. BASE RAIL SCREWS.2 PLACES 11111`PIN #12X3/4" SELF-DRILLING SCREW #12 x 3/4" HEIGHT 4 PLACES EXTENSION SELF-DRILLING SCREW,4 PLACES BASE RAIL TO SIDE POST HEIGHT EXTENSION TO SIDE POST SIDE POST TO RAFTER DETAIL PEAK TO RAFTER TRUSS NUT,BOLT, BK-60/61BK-40 SIDE BRACE 1.5"SQ.WEB , ASHER COLLAR TIE CENTER ENDE CORNER POST A 1.5"SQ. BRACE /►I RAFTER BRACKET SWAGED BOTH /� BRACKET VERTICAL 2'SQ.CUT LENGTH I A I� RAW TUBE EXT. /` BK-BPR-24 -.I BK-30 /I, I ATTACH W/ ATTACH W/ �/' 40.1' END OF �I (10)SCREWS COLLAR „�S'SCREWS ��� TIEI� fTl "" - a"'--4 PROJECT: VERSATUBE FRONTIER BUILDING 1 BK-WEB-I.SSQ #12 X 3/4" (6)SCREWS IN ATTACH TO SIDE BASE -' �� SELF-DRILLING COLLAR TIE I POST W/(4)SCREWS RAIL . COLLAR TIE ATTACH W/ SCREWS. SWAGE JOINT PER SIDE OF BRACKET. ����;;,^^^^�.�. TITLE: 22'X 24'-2°X 12' FRONTIER (5)SCREWS 16 PLACES rsaTube BK-30 TO COLLAR TIE ,:,,,,�.:w, �rz,..�. DWG NO: 22X12 RWS TB2.5 BK-BPR-24 BK40 SINGLE WEB BRACE TO BRACKET COLLAR TIE BRACKET COLLAR TIE CONNECTION EAVE CORNER BRACKET BK-BPR-24 TO SIDE POST - DRAWN BY: E.BARTGES DATE: 2/9/2023 I .1 F3 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS AN" SEAL: REPRODLCTICN IN PAR"ORWHOLE WITHOUT-HE WRITTEN PERMISSION OF VERSATUBE BUILDING STORMS IS'ROHIBI=1 NOTE TO BUILDING DEPARTMENT OFFICIAL:THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONO'FOR STRUCTURES P R MANUFACTURED B"VERSATUBE BUILDING SYS-EMS.VERIFICATION IS RECOMMENDED PRIOR TO BUILDING APPROVAL so Q� ©VERSATUBE BUILDING SYSTEMS2023 SHANNON BURCHARDI C••�� �GIN ..cs>02 ITEM NO. PART NUMBER DESCRIPTION QTY. 1 4080 SW 1 00TH AVE. Ur ITEM TIGARD, OR 97224 tr62618PE D 1 7400-6675 2"X2"X5'-6 3/4" 2 22' X 24,-2" X 12' D 16: OREGON 2 7400-7762 2"X2"X6'-5 5/8" 2 c, ^ DATE OF RS GNN 3 7400-8850 2"X2"XT-4 1/2" ` 44 QIAO • 4 BK-20 FLAT BRACKET 5 EXP ES:06-30-2024 5 BK-10 CORNER BRACKET 18 02/20/2023 6 7400-4100 2"X2"X3'-5" 4 7 74-8175 2"sq X 81 3/4", SWAGED 5 0 O 8 7400-2125 2"X2"X1'-91/4" 4 C 9 71-BE-T T CONNECTOR 5 I' C 10 7400-3600 2"X2"X3'-0" 4 11 7400-3125P625 2"X2'X2'-7 1/4"TUBING, 5/8" 2 . HOLE 41 5/16" r - - TYP 12'-0" 2'-0" - TYP 3'-0" - 4'-8" TYP f—4-8"_i- B 3'-0" L.. t TYP . 1 0 410 O O 22'-0" VERTICAL BK-20 ATTACH WITH BASE RAIL SELF-DR SLING 1111 BRACANGLE °` CONNECTOR CONNECTS BRACKET, ATTACH A VERTICAL TO W/ (6) SCREWS RAFTERS ��# END WALL mow., BASE BASE RAIL STRUCTURAL DESIGN PROJECT: VERSATUBE FRONTIER BUILDING RAIL 11 VERTICAL POST 0 T&Z Consulting Services, LLC " TITLE: 22'X 24'-2"X 12' FRONTIER 'T'CONNECTIONS FLAT BRACKET TO VERTICAL END WALL BASE RAIL 1428 N Shevlin Court -` I�VersaTube DWG NO: FE0221222X3W 1441405 TO HAVE WALL nui3n:uc SYSTGP.z Sewickley, PA 15143 DRAWN BY: E. BARTGES DATE: 2/9/2023 I AGE ; 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY SEAL: REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED. NOTE TO BUILDING DEPARTMENT OFFICIAL:THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES ` PROF- © MANUFACTURED BY VERSATUBE BUILDING SYSTEMS.VERIFICATION IS RECOMMENDED PRIOR TO BUILDING APPROVAL. so VERSATUBE BUILDING SYSTEMS 2023 SHANNON BURCHARDI ��� �GINF��s/0 14080 SW 100TH AVE. TIGARD, OR 97224 cr62618PE D 22' X 24'-211 X 12' D OREGON RN SOLAR PANELS (2.5PSF) PROVIDED BY OTHERS 4q4,. Fg ADDED TO ONE SIDE OF THE ROOF. OUTSIDE - CLOSURE STRIPS RIDGE CAP j' GQIAO ti 3/4" ,- PIRES: 06-30-2024 ... , 02/20/2023 • ROOF METAL 000 ii .viiiiiii _vii 000r, INSIDE \ / CLOSURE STRIP %IP 2" OVERHANG C S� C USE #12 X 1"SELF-DRILLING SCREWS EAVE TRIM WITH SEALING WASHERS TO FASTEN CORNER BRACKET 14.04°3/12 PITCH SHEET METAL TO ROOF AND SIDES OF BUILDING. HAT CHANNEL HORIZONTAL PURLINS . - SIDE METAL I j . I,l'SII�'lli _ / --owl ALTERNATIVE B I (SIDE METAL /Ns l EAVE TRIM. SCREW PATTERNS ----------- RIB AT TOP.) CAULK IF NO -- INTERMEDIATE ROOF AND PURLINS AND ALL SIDING SHEETING LEDGE CONCRETE SLAB/FOOTING EAVES AND ENDLAPS-ROOF PURLINS SHEETING LEDGE (SLAB MAY NOT - _. INCLUDE LEDGE) 2" IF SLAB HAS A SHEETING LEDGE, 1 1/2'' - DROP SHEET METAL 4, . DOWN INTO SHEETING LEDGE 1 1/2" —► / A A .. STRUCTURAL DESIGN „ ... PROJECT: VERSATUBE FRONTIER BUILDING T&Z Consulting Services,LLC , e-- TITLE: 22' X 24'-2 X 12' FRONTIER -4111 VrsaTute° 12" ► 1428 N Shevlin Court s ,ten DWG NO: SHEET METAL DETAIL Sewickley, PA 15143 DRAWN BY: E. BARTGES DATE: 2/9/2023 I :Ora 8 7 6 5 4 3 2 1 8 7 6 5 4 3 2 p 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSA IL BUILDING SYSTEMS ANY SEAL: REPRODUCTION IN PART OR W WHOLE WITHOUT THE WRIT-EN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED. NOTE TO BUILDING DEPARTMENT OFFICIAL: THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES PR MANUFACTURED BY VERSATUBE BUILDING SYSTEMS_VERIFICATION IS RECOMMENDED PRIOR TO BUILDING APPROVA_. .� GA- ©VERSATUBE BUILDING SYSTEMS2023 SHANNON BURCHARDI ��S �C, INF,.S�o� 14080 SW 100TH AVE. TIGARD, OR 97224 62618PE D 22' X 241-2" X 12' D - 1 1 1 ., OREGONy� I , I 91°4TE OFR c-' GQIA• , , PIRES: 06-30-2024 ' 02/20/2023 lk_— ‘ G B B 71-4940 4'STARTER BASE RAIL 2 THIS SIDE REFER TO 14'-0" I. END WALL 11.- ``` DETAIL 5' 10" --II `� r81-DDJ 108-5.75 7100-10800 `\ 108" DOUBLE -III IIQ_JI DOOR JAMB 2X3"X108" ` all _II` HE 0975 REFER TO 24 2 ``_`'f B `` `I' 9.75 EXTENSION END WALL ```II DETAIL III— IIQ— `� 4'-0"�-- I I II-- ``- i---TYP III— III It— . 22'-0" ``r-II— 71-4782 8' EXTENSION 71-4783 BASE RAIL 3 2 8' STARTER 2 THIS SIDE pw .A1— BASE RAIL DOOR 1 THIS SIDE A A STRUCTURAL DESIGN - PROJECT: VERSATUBE FRONTIER BUILDING v T& Z Consulting Services, LLC TITLE: 22' X 24'-2"X 12' FRONTIER ersa I I'V ' 1428 N Shevlin Court �,,,,o,., S,S,G„z DWG NO: VX2522241 2041 1 4X91 WD7W-R_1441405REV Sewickley, PA 15143 ; ,,, DRAWN BY: E. BARTGES DATE: 2/9/2023 I cFa 8 7 6 5 4 3 2 8 7 6 5 4 3 2 1 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF VERSATUBE BUILDING SYSTEMS ANY SEAL: REPRODUCTON IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF VERSATUBE BUILDING SYSTEMS IS PROHIBITED. NOTE TO BUILDING DEPARTMENT OFFICIAL: THESE DRAWINGS AND/OR CALCULATIONS ARE VALID ONLY FOR STRUCTURES S H A N N O N BURCHARDI MANUFACTURED BY VERSATUBE BUILDING SYSTEMS.VERIFICATION IS RECOMMENDED PRIOR TO BUILDING APPROVAL. A�0 P R O/C� ©VERSATUBE BUILDING SYSTEMS 2023 14080 SW 100T H AVE. ����N cs I N 6- sso TIGARD, OR 97224 4 4I. HEX NUT ► 3" 22' X 241-2" X 1 2' a 62618PE r D FLAT WASHER BASE RAIL — -mg- 1 1/2" OREGON D BASE RAIL 6X6-W1.4/W1.4 5" WWF MID DEPTH OPTIONALN94�A>F� �,1 2" I - LEDGE RCE 2,425 SHEETING ANCHOR PNOW(POWERS FASTENERS, HOLDE DOS, INCWN .)) ESR-2818 I _______ H- 11/2" 2024 Emmommim 02l20l2023 4' o GRADEW INSTALLATION: USING HAMMER DRILL AND A 1/2' CONCRETE DRILL BIT, DRILL A HOLE INTO THE CONCRETE 5"TO 5 1/2" DEEP. REMOVE DEBRIS. —f— 12"MIN PLACE THE FLAT WASHER ON THE BOLT AND INSTALL THE NUT UNTIL ABOUT 2 4 1/2" + THREADS ARE EXPOSED ABOVE THE NUT.TAP THE ANCHOR THROUGH OPTIONAL 1 THE BASE RAIL INTO THE HOLE UNTIL THE WASHER TOUCHES THE TOP SHEETING LEDGE #4 REBAR, OF THE BASE RAIL. NOW,TIGHTEN THE NUT TO SET THE ANCHOR. 1 1/2 X 1 1/2 -No _ 3" 2 PLACES DO NOT OVER TIGHTEN AND CRUSH THE TUBE. C 1/2"X 7"WEDGE ANCHOR BOLT 4"Ill ow. 6, ,.n. C LOCATED 5"FROM CONCRETE EACH POST (2500 PSI) 12" A T 1 GENERAL NOTES: 1. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE IS AS 1 1/2" FOLLOWS: 1500 PSF MINIMUM. OWNER TO VERIFY THAT SOIL IS STABLE AND COMPACTED TO A MINIMUM OF 90% OPTIONAL RELATIVE OPTIMUM VALUE. SHEETING B LEDGE 2. MAXIMUM SIZE AGGREGATE SHALL BE AS FOLLOWS: 1"DIA. 22-3" WIDTH 3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE AS FOLLOWS: 2500 PSI 4. PLACE REINFORCEMENTS AT MID THICKNESS FOR SLABS ON THE GROUND. 5. ALL SPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USED IN WALLS, FOOTINGS ,ETC. SHALL HAVE A MINIMUM LAP OF 40 DIAMETERS. 12" SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 4'-0"APART. TYPE VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER AT SPLICES OR LAPS EXCEPT FOR TOP REINF. OF BEAM AND SLABS, OR WHERE SPECIFICALLY DETAILED TO BE SEPARATED. 6. CONCRETE SHALL NOT BE DROPPED THROUGH REINF.STEEL AS IN WALLS SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASE, HOPPERS AND L . VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED FIVE (5) FEET AND SUFFICIENT NUMBER SHALL BE USED TO INSURE THE A CONCRETE BEING LEVEL AT ALL TIMES. A 11."-LL 24'-5" LENGTH 4" STRUCTURAL DESIGN PROJECT: VERSATUBE FRONTIER BUILDING 16" T&Z Consulting Services, LLC (`` TITLE: 22'X 24'-2"X 12' FRONTIER 17 1428 N 5hevlin Court !i1 s+ersaTubes DWG NO: FOUNDATION&ANCHORING au iiaeuc srs Tors Sewickley, PA 15143 DRAWN BY: E.BARTGES DATE: 2/9/2023 ! :On 8 7 6 5 4 3 2 1