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HomeMy WebLinkAboutConstruction plansDE516N N0TES DESIGN CRITERIA ,. 1 I 2 I IBC 29GA SHEATHING IN ACCORDANCE WITH FBC 2017 6TH ED. 0 5 F;. ALL CONSTRUCTION SHALL BE .PROVIDED PREVAILING CODE ( ) c ALL AROUND TYP. U CARPORT BARNS ' UP. ) 1 USE GROUP: ( � HA AISC 360 AISI 00 IBC:201 S ASCE 7 I0 OS , P RTA ^^ RA E CONSTRUCTION TYPE: - 11 - B 29GA SHEATHING Ste t Bwl In ♦ r ♦ h e d s Ga a es S o s I . CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. ' ALL AROUND TYP. AWSD 3 RISK CATEGORY. I ', 12 9 9 P FOOTAGE : 280 SQ.FT d. E PROVIDE[) SHOWN BUILDING2 _-. , 2. BASE CONNECTIONS SHALL B R www. orta race.com I P 9 L I I MAY E -_.............- ... MATERIALS IDENTIFIED BY MANUFACTURER NAME B _ 2 p ,,,. 3. ALL M DEAD LOAD (D) D 0 5 1675 Old Concord Lane F LOAD L r Lr 20 PSf� 2'.' 00 LIVE R SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL -- - .. _; Hopkinsville; KY42240 _ 3: SNOW LOAD I--..._� " NO __.. SHALL BE WELDED CONNECTIONS. 4. 'ALLSFIOP CONNECTIONSSNOW LOAD P 0 PSF . ,. GROUND 5 O g I, ------- � o FIELD WELDING IS REQUIRED. IMPORTANCE FACTORIs = 0.80 f Phone. 1 888 2i7 6782 I THERMAL FACTOR Ct _ - __ - .2 ! N - o w Fax.1-27Q-886-7544 2( OR HA E #1 2 4 X I ESR 961.000NNECTIONS SHALL / )- { - 5. ALL FIELD CON ( ) ( EXPOSURE FACTOR Cc F PE FACTOR Cs - I :0 ROOF SLOPE � I APPROVED EQUA L. FLAT ROOF SNOW LOAD F f 0 PSF I N SHALL BE 2 GA. CORRUGATED GALV. OR -` _ G. 'STEELSHEATHI G 9 _ �_ �� li SLOPED ROOF SNOW LOAD Ps 0 PSF'. 12 0 �� " _ _ SEAL _ LOAD Pm 12 PSF _ MINIMUM SNOW L PAINTED STEEL MAIN RIB HT. 3/4 (FY 80K51) OR EQ. I ft 4: WIND LOAD W �n 60 ©Zi !! � i E N AND CHANNELS SHALL B _ T GAUGE TUBING 7. ALL STRUCTURAL LIGHT _ FINISHED FLOOR r DESIGN WIND SPEED Vult 45'MPH FINISHED FLOOR Ji 30 0 EXPOSURE C GRADE 50 GALV: STEEL. S REAR HEFT FRONT�RIGHL- REAR - LEFTA5: SEISMIC LOAD E A IS DEFINED 5I 'DEFINED ASS-0.109 THICKNES5..29G -i -.. •..8. 0.01 5a LEFT SIDE WALL 00 F5 THICKNESS.SDs/SDI 0.059/O.0 ,7REAR EN.D WALL RY ASCALE. 18:I 'DESIGN CATEGO � N �ATE IAL CAPACITY AND QUALITY I5'BEYO D 9. THE SHEATHING M R,.....:SCALE: I/8":I',I._ WING SINCE:IT IS AN EXIS TINE5 ITE CLASS DTHE SCOPE OF THIS DRA IN PECTED AND REPLACED WHEREIMPORTANCE FACTOR le I.00 STRUCTURE. ITtS TO BE 5_:, NECESSARY BY OTHERS.. tt i r • �r' 10. DESIGN OF FOUN DATION LOAD COMBINATIONS IS BY OTHERS AND BEYOND THE I I: D+ LrORs PE OF THIS DRAWING. ( ) F O SCOPE + S 33 N L 3: D: + 0:75 (0.6W OR _0.7E) + 0:75 (Lr 0�15) r tl 12 'I. : 2 �— REACTION NOTES J. T EXPIRES. 2/28/2021 DATE ! N B: /2 /2 20 I . ALL VALUES ARE I L ) I `.:SIGNED .; 3 2.: ALL THE REACTIONS ARE MAXI MUM UNFACTORED VALUES AT THE ! BASE OF EACH OF VL.RTICAL MEMBERS. 3. THE F05TS ARE A55UMED TO BE PIN SUPPORTED POSITIVE AXES ARE AS SHOWN. 4. POSI I 5. FyIMPLIESUPLIFT +Fy 6:€OUNDATION DESIGN'IS NOT SCOPE OF THI5 DRAWING. FOUNDATION ENGINEER SHALL USE APPROPRIATE FACTORS TO <st T4 0 - �o � In � --------- - -- - ".. - a O N - - _ -:...._ - O _........ - O � �0 DESIGN FOUNDATION - - -- -- I2 0 - - CV IL0 +Fx now FINISHED FLOOR 60_0FINISHED FLOOR O --LEFT - FRONT- RIGHT— —FRONT:- RIGHT - REAR +Fz FRONT END WALL SUPPORT REACTIONS 5CALE: 1/b:l RIGHT 51DE WALL ~ scALE: 1 b': I' L� SIDE -WALL ' LOAD CASE Fx (LB) y LB Fz (LB) DEAD LOAD -86 +714 +4 ROOF LIVE/ SNOW LOAD +5 18 +3436 + 1 6 WIND LOAD -2 120 -6786 -347 ' END -WALL LOAD CASE Fx (LB) y y LB DEAD LOAD +1 +205 +I ROOF LIVE/ ' SNOW LOAD -2 +432 +7 aWWOLOA11wa 232 TYP. ATTACHMENT DETAIL 5CALE:-NT5. R8 I. Gp,_p„ nr „ „ „ „ „ „ NEW 2 Z SQ X 1 2GA 4 9/z 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0 S -0 5 -0 12 TUBE POST NEW 2 5Q X 1 2GA 2 TUBE POST - NEW STRAP / BRACING RIDGE CAP 35' L TRIM o Fz I T I RAKE TRIM T2 J TRIM T3 .T4 6 114 X I 5D5 E 5 IS] 12GA HEADER Mill 11 Mimi NEW 2 z'BQ X 12GA TUBE POST NEW STRAP BRACING 9 4 _' „ ��� ROOF FRAMES „ „ 5O 120 50 50 50 50 50 50 50 49 50 50 50 50 49 49/z 16 „ FINISHED FLOOR 16 FINISHED -FLOOR (2) 2 Z'X I I GA PIPE COL. A' k LEFT SIDE WA L FRAMING w #12SCREWS FRONT END WALL FRAMING Scue: l/a:r 4 5CALE: 1/8":I' Ir Y(2) uj O 3 1 4 X 1" 5DS (L F #12 SCREWS o 2 0 STUB a - 5 0 d I 6 , 2 (d PIPE PIPE ' o � k o 3 X 14GA CR SS BRACE MTL (STRAPS _ REVISIONS 60 0 NEW 2 S X 12GA Q �• TUBE POST PURLIN F3 4 9/2 5 -0 5 -0 51011 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0 5 -0REVIEWEDFOR No. REMARKS DATE 2 3 CODE COMPLIANCE 7 X T X 14GA PLATE W 3 BENT 2"X3' BASE ANGLE \ ,CIE COUNTY I „ `. ;! NEW 21'SO X 12GA BRACE; ONNECTION DETAIL NEW2Z5Qx 2 C(; I L ENDWALL CONNECTION DETAIL R7 \, TUBEPosT R I ALE: NT F2.' 1 RB 1 2GA / fz8 5CALE: NT5. : SC 5) O F2 -7 l O o TUBE POST I L r \ NEW STRAP / BRACING 4\\ NEW STRAP BRACING i 5' p„ 5' p„ 5 p 5' p„ 5, 0„ 5 0„ 5' 0 ° 1 2'-0" 5'-0" ' 4 -9%2' 4,_9„ 4 -O' 2,_p, 4 _0" 4' 9 „ DRAWN INITIALS DATE BY ME 3/13/2020 FINISHED FLOOR 6 FINISHED FLOOR DESIGNED wlnALsPATE BY ME 3/13/2020 REAR END WALL FRAMING RIGHT SIDE WALE FRAMINNG 5CALE: 1/8:1 scALE: I /s^: CHECKED INITIALS DATE BY SA 3/1312020 HAT CHANNEL F3 S P DRAWING / SUEMITTAL REVIEW O APVRovEDAs NOTED ..DRAWING TITLE i, 2 5Q 1 2GA GALVANIZED ' ..APPROVED : ❑ 2 3 O 1 I GA GALVANIZED 3 PIPE FI TUBING F2 ISE AND RESLLBMR ❑REJECTED 0 ! GENERAL CON REVIEWEDORMANCE FOR DESIGN CT OCUME ND ` ONLY.THCONFORMANOE TO CONTRACT DOCUMENTS ®EJ'I�'I� ONLY. THE. CONTRACTOR IS RESPONSIBLE FOR I CONFIRMING : FI ING AND CORRELATING DIMENSIONS AT JOBSRE '.r i NOTES, VgSrELEVATIONS, F AM NG MEMBERS FOR TOLERANCE. CLEARANCE. QUANTITIES, FABRICATION PROCESSES AND TECHNIQUES cSTRUCnON SCALE. NTS. . DINATION:OF HI HVVMK WITH OTHER TRADES AND - �A/ FUL L4WCEwrfHCONTRACT UM NTS WALL FRAMING By: Date: Architectonic n. SHEET R pl@ Cr FIL 34950 S-01 /02 NUMBER , _ I I i PORTA / GRACE Steel Buildings ♦ Garages ♦ Shops III I www.portagrace.com 60 0' 43/4' 11-43/41, 1675 Old Concord Lane, 51_0' S' 011 5' 0" 5 0" 10'-0' 5' 0' 1 2'-2%2" 5-0 4-9%2" Hopkinsville, KY 42240 Phone: 1-888-267-6782 Fax:1-270-886-7544 R2 R3 { m m SEAL j v I gp'p¢Y A4fj. % C N F , . . LEFT o; G R (♦�� �., ANAL n R5 2 O i II II A 22 OX G _ _ O _ O _ , � ��%`� 1 1 1 1 I PIPE COLUMN FRONT REAR —a 2 o N - N O EXPIRES: 2/28/2021 RE RIGHT Ln DATE 3/23/2020 III SIGNED (2)2 z O X I I GALO PIPE COLUMN \ I o LO O N O. I m O 1 _ NEW 2 'Sa �( 12GA N P05TS AT T COR E NERS FINISHED FLOOR 1 2'-01' TYP. L C Rp w me F—sp— N LU 51 0' S -0' 51 0' 50° 51 0" 51 01 51 01 1 2' 21/z ' 5 O 4 -9yz' 30 -0 '-4314' I '-43/a' w II 60-0 w O • TYP. FRAME _ w z s SCALE. 1/8":I' COLUMN LAYOUT SCALE: 1/8.1 Ile �/�II i� 31.X GilA PI i�I Np.: 4. 1 .I �� TYP... 22.5OX I IGAROOFMEM E ( ) B R In a 311. a (2)2 e"O TUB X 2X3 ANGLE 2X3 ANGLE IRON CIO- LIM IRON 8 POPIPE O / (2)2 a O STUB N U PIPE eCOPNERNT 2 24 TYP a z z 2)2 e'O STUB —+ 2X3 ANGLE IRON v 8 2 24 8 2 2 T P. PIPE O 3 X3' PL + `YT'rP (2)2.510 X I I GA 4I a 3 3 X 6 X 4 PL TUBES. SLEEVED INTO COLUMN POST AND ROOF MEMBERS ROOF MEMBER ANCHOR HOLE 3' X 8 X a' PL a 2 z4' GAP a" ANCHOR HOLE ANCHOR HOLE 2X3 ANGLE PEAK CONNECTION DETAIL IRON COLUMN BASE DETAIL R2 O COLUMN BA SE DETAIL R3 O COLUMN BASE DETAIL R4 O (2) 2.5 0 X I I GA PIPES COLUMN, 5CALE: NT5 R6 5CALE. NT5: : 5CALE.: NT5. _ SCALE NT5. _ I _ SAVE CONNECTION DETAIL RS 5CALE: NT5. I w J I .. F- :. F Lu 1' a REVISIONS II (2) 2 z'OX I I GA 24 2a NO. REMARKS DATE PIPE COLUMN a r 1 2X3X4" ANGLE ROOF MEMBER ;24° -24 Tm (2)2 z'O X I I GA PIPE HAT CHANNEL PURL- TYPICAL COLUMN P05T a COLUMN r I I 1 3 X6 X4 PL - .-r L I 11 ,_24 s ji, r # 12 SCREWS @ 9" O.C. o TYP. T'yp DRAWN INITIALS DATE c ATTACH W/(2) II ATTACH W/(2) # 1 2 TEK 5D5 SCREW f % f1 BY ME 3113/2020 TUB PIPE #12 (;,..%" L " TVP. TEK SDS SCREW L 29GA GALVALUME SHEATHING DESIGNED INITIALS DATE a E.5 1 BY ME3/13/2020 CHECKED INITIALS DATE. BY . SA 3/1312020 TYP. COLUMN BASE CONNECTION T TYP. WELD ET DETAIL PURLIN TO ROOF MEMBER CONNECTION ^� S1IEATHiNG TACHMENT DETAIL ' "Y' DRAWING TITLE II REVIEWED FOR FRAME SECTIONS TYP. CONNECTION DETAILS 5CALE: NT5. - CODE COMPLIANCE & DETAILS I CO UNTY N T YL U C S T.IE .0 BOCC SHEET 5-02/02 NUMBER