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3940 Trump Pl
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3940 Trump Pl
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Last modified
3/20/2025 5:03:56 PM
Creation date
2/19/2025 11:34:52 AM
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Building Plans
Street #
3940
Location
Trump Pl
Contractor
Borregard Construction
Building Plans - Permit #
2331
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SPLICE PLATES & BOLTS <br />Splice <br />-----Bolt----- <br />Plate Size <br />Mark <br />Top Bat Int Da Len <br />Width Thick Leno <br />SP-1 <br />4 4 0 5/8' 2' <br />6" 3/8' 1'-4.1/8' <br />SP-2 <br />4 4 0 5 8' 2' <br />6' SIB- 1--4 <br />FLANGE BRACE TABLE <br />FRAME LINE] 4 <br />0l0 <br />SIDES <br />MARK <br />SIZE <br />LENGTH <br />OFFSET <br />1 <br />1 <br />FB101B <br />L2x2x125 <br />2'-5' <br />2'-4' <br />2 <br />1 <br />FB102A <br />L1.25 <br />2'-5' <br />2'-4' <br />FLG. BRACE CONN.- 1/274 x 1 1/4' A307 Flange Bolt (16 REQ'D.) <br />�P 6a3-534r 6®3'-534^ <br />Q2" <br />12 <br />MEMBER SIZE <br />TABLE <br />MARK <br />MEMBER <br />LENGTH <br />WEIGHT <br />RF3-101 <br />W8z10 <br />15 -5 1 4 <br />183 <br />RF3-102 <br />CIO23'-11 <br />8" <br />275 <br />EC-104 <br />W8z10 <br />17'-5 7 16' <br />193 <br />EC-103 <br />W8z10 <br />11'-5 7 I6' <br />193 <br />CAP PLATES <br />Call <br />------Bdt----- <br />Plate Sae <br />Id <br />Da <br />MAdth Rack <br />EC-104 <br />4 S/8: 11/2" <br />6" 1/4: 8: <br />EC-1Q3 <br />4 5 8 1 1/2- <br />6' 1/4- 8 <br />STIFFENER TABLE <br />Plate Size <br />Thick Len th <br />iMark±Markdth <br />21/2 1/4: 71/2'. <br />2 1/2 1/4 7 7/16 <br />2"'L�, <br />12 <br />RIGID FRAME ELEVATION: FRAME LINE 4 <br />END FRAME NON —EXPANDABLE <br />Use (4) 1/2' x 1-1/4' A325 Bolts at <br />Anti -Roll Clip Locations (See I <br />INSTALLATION PROCEDURE <br />1. WHLE PANEIING ROOF, OUT RIDGE CAPS FOR VENT WRING <br />AT DESIRED LOCATION. DRDSCRI]?! RIDGE VENT <br />IENCKIAP (1) RIDGE CAP 1'-0' LEAVING A 10'-0' OPENING. <br />3. APPLY CONONt10US STRIP Of MASTIC ACROSS BOTH ENDS <br />OF WRING AS SHOWN. �---- <br />4. PI/CE O 1 CLOSUIE ON MASTIC ALONG EACH SIDE APPLY <br />ANOTHER STRIP OF MASTIC ON TOP OF CLOSURE <br />5. IFDAMPER IS USED, ATTACH CABLE TO OPENER CARL <br />6. 0VENT IN PLACE, OVER BOTH PANEL SIDEIAPS & ATTACH <br />FAA14MAKIR6RIB OF ROOF PANELSUM ( PER EACH END AND (1) ON <br />RIDGE <br />EAK �3/1S' NCR � O/S CLaSURE <br />PUR <br />r/ 3/4" MASTIC T&B <br />END CAP MODIFICATION FOR ROOF PITCH GREATER THAN 1/12 <br />END CAP IS FACTORY PRE-CUT TO 1/12. THE THREE DOTS <br />EMBOSSED IN THE END CAP REPRESENT 2/12, 3/12 & 4/12 ROOF <br />PITCHES. SELECT THE APPROPRIATE DOT TO REPRESENT THE <br />-CD <br />ROOF RICH, SCRIBE TWO LINES FROM THE LOWER CORNERS <br />OF THE END CAP, INTERSECT AT THE DOT. REMOVE THE AREA <br />DESCRIBED BY THE SCRIBED LINES AND INSTALL THE END <br />SKIRT AS REQUIRED. <br />EYEBOLT <br />3/16% 2"x 1/2" <br />r/ OBL. NUTS. EYEBO� <br />'S' HOOK (T)3/16'z 2'z 1/2' <br />r/ OBL NUIS. <br />EYBOLT CABLE "S' HOOK <br />3/16% 2% 1tULO <br />CARE 1 1/2' qA PULLEY <br />r/ DBL NUT <br />CHILE <br />1 1/2' DA <br />ENGINEERING SEAL <br />This certification covers parts <br />fabricated and delivered by the <br />manufacturer only and excludes <br />parts such as doors, windows, <br />foundation design, and erection of <br />the building. Sealed drawings do <br />not constitute an agreement that <br />the signed engineer is acting as <br />the engineer of record for the <br />overall project. <br />INSTALLATION OF OPERATOR CABLE <br />RIDGE VENT (9" x 10'-0") <br />NI Bolts labeled as a 1/2" x 1' A307 Bolt <br />Have been replaced with the Zinc <br />1/2" x 1 1/4' Flange Bolt and Nut Shown Below. <br />9 <br />KEITH SHEDD <br />459 WOODLAND RD <br />BATESVILLE, MS. 38606 <br />PE# 48014 <br />F) S&FOB''•. <br />�♦ �.•�AC' E N S'�• �ITiis lie I has been electrcnicalh <br />sieued and sealed In Keith P_ Shedd. - <br />No 48014 P.E. usinsa Digital Signature and <br />* * date. Printed copies of this document <br />'fl . * = are not considered sieued and sealed <br />-33 ' STATE OF [V and the s,unatuie must be xeritied ou <br />1 O .. !V : am' clectionic topics. <br />i,T�.T� O R <br />06/13/2021 <br />RELEASE MSTORY <br />r s m Omar —NO. <br />S p DATE <br />i P <br />raw. <br />ga <br />d <br />remri <br />APPRYL <br />REv. W <br />NOTES <br />HARK <br />rq <br />ENGR <br />x <br />m <br />r <br />y <br />-r <br />2 <br />r— <br />} <br />l7 <br />C <br />J <br />m <br />JOB NUMBER <br />B21-1794 <br />DWG NUMBER : <br />EP8 of 13 B <br />U <br />0) N <br />J <br />O <br />-0U U <br />� � <br />I � <br />� <br />N O <br />� N <br />� 0 <br />U f\l <br />O <br />m <br />CUSTOMER <br />PROJECT <br />ENG BY: <br />MN <br />CAD 81': <br />WJD <br />DET BY: <br />WJD <br />CKD BY: <br />JIM <br />
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