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Plans (25) Z CONFORMS TO DESIGN CONCEPT # PERMIT ADDRESS CLEl CONFORMS TO DESIGN CONCEPT OSED CONFORMS TO DESIGN CONCEPT WITH ❑ CONFORMS TO DESIGN CONCEPT WITH 137 MST2016-00332 17004 SW JEAN LOUISE RD ❑ REVISIONS NOTED REVISIONS AS 1N(. - 136 MST2016-00333 17018 SW JEAN LOUISE RD ❑ NON-CONFORMING-REVISE&RESUBMIT ❑ NUN-(,UNrUKM1N�-REVISE AND KtSUfiMI I THIS SHOP ESAWING HAS BEEN YEAIDWDD FOR GENERAL CONFORMANCE 135 MST2016-00334 17034 SW JEAN LOUISE RD THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE WITH THE DDRIWN CONCEPT ONLY AND DOES NOT NERILVE THE FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH THE 134 MST2016-00335 17048 SW JEAN LOUISE RD WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE DESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY OVER THIS SHOP DRAWING. FABRICATOR/VENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE By: Arnold R. 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VERIFY ALL PLUMBING LOCATIONS PRIOR TO INSTALLING JOISTS START FRAMING HERE > START FRAMING HERE <START FRAMING HERE A START FRAMING HERE ® CONFORMS TO DESIGN CONCEPT U p O ❑ CONFORMS TO DESIGN CONCEPT WITH ( I .../- jBMs_ ® _ 4-K14 MBK g p it c REVISIONS AS SHING- EVISE AND RESUBMIT " RM1JI——3_ A_ a 9LRM1 o .I .. 4 4 � rn m m III RM1 i---b- II lN� - �� i� w I _ RM1-.-.11L.,=•„- I� 0 0 o RM1 \� RFI''_ – c–�II� I o\ T❑TH NON-CONFORMING OHAS NORM�N REVIEWED FOR GENERAL CONFORMANCE 4 !I ' o 0 0 0 o II ®II I DOES NOD RELIEVE THE o a o II o LL LL LL LL LL �II c �' I 'II �' LL�jl I m � � ;.�II LL Lt. �LL LL II® z � IIS I o FABAIC.ATOA;VENDOR OF AESPDNSIBILITY FOR CONFORMANCE WITH THE qq f. LL V U. '1 12-,3-1 �) 4 4 II Q112-1u II•• _ I �, ._ FI ,� F o T X13-0'-00 IIIDESIGN DRAWINGS AND SPECIFICATIONS ALL OF WHICH HAVE PRIORITY ��'���.�IIL�: II 13-0-0Cf� II— 4- •q- OVER THIS SHDP DARNING. i� m e. r ® nnl e" a F14 F14 o: I'le . a o !u � rc . F05 I ' 2 w { By: Arnoltl A.Solomon pate:April 5,2016 L F03 F11 ' F11 .11, CT ENGINEERING INC F03 o Eli [�] f� F11 I. - —I o FII I i o ?_ Fi (, 4 1— ce 1 F03 F11 I F11 Q 2 D CONFORMS TO DESIGN CONCEPT j F03 F11 I F11 `� 9 ❑ CONFORMS TO DESIGN CONCEPT WITH F03 '. I REVISIONS NOTED • F13 11 III F13 LI FOS I �,I , A !Ib— I) E �} 0 NON-CONFORMING–REVISE&RESUBMIT F03 ® F12 II I F12 iI III , _ 5 THIS SHOP DRAWING HAS BEEN REVIEWED FOR GENERAL CONFORMANCE . IIP Ii WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE RM1 F12 �RM1 FABRICATORNENDOR OF RESPONSIBILITY FOR CONFORMANCE WITH DESIGN 0 F04 I��U��I. I! (�) I' - <, O IN DRAWINGS,SPECIFICATIONS,AND APPLICABLE CODES,ALL OF WHICH HAVE RI F12 — ,; 5 PRIORITY OVERTHIS SHOP DRAWING. P RI RMt MI! F� F12 ;4,1.•• ••4°II I —IIP N F12 Im RM1 By David R Burnett Date 4/6/16 FoF04 i W SIr' F12 o`F -ri Q !i 41- MILBRANDT ARCHITECTS _ — m A F12 0 F03 c 2 F12 p.. ! 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O O x x _ V) I7 N E. t aa' I + Products PIotID Length Product Plies Net Qty JOIST WITH RIM BK1 37-00-00 1-3/4 X 20 LVL 1 4 RM1 37-00-00 1-3/4 X 20 LVL 1 6 POLYGON RM1 15-00-00 1-314 X 20 LVL 1 2 I ALL BEAMS AND CONNECTORS PER ENGINEER RM1 14-00-00 1-3/4 X 20 LVL 1 2 FRENCH REVIVAL 4-PLEX E-5(D)&K-5(D) Pac� 1 umber BM23 14-00-00 1-3/4 X 20 LVL 2 4 BK1=BLOCKING FLOOR LOADING: BK1 12-00-00 1-3/4 X 20 LVL 1 2 PL16-123 UPPER RM1=RIM BOARD ILL 5DL & TRUSS COMPANY BK1 11-00-00 1-3/4 X 20 LVL 1 2 REFER TO STRUCTURAL PLAN FOR • BK1 10-00-00 1-3/4 X 20 LVL 1 4 3/30/2016 ADDITIONAL POST TRANSFER BLOCKING REQUIREMENTS. RM1 10-00-00 1-3/4 X 20 LVL 1 6 BM6 10-00-00 1-3/4 X 20 LVL 2 8 1 SHEAR BLOCKING PLACEMENT PER STRUCTURAL PLAN I _ RM1 7-00-00 1-3/4 X 20 LVL 1 2 I SHADED HVAC DIAGRAM ON LAYOUT IS A GENERAL GUIDE ONLY. I II�=�'�� '� �II BM21 5-00-00 1-3/4 X 20 LVL 1 2 ACCESSORIES QTY �I� ` —III BM4 5-00-00 1-3/4 X 20 LVL 2 16 FLOOR DESIGNED TO MEET OR EXCEED L/480 DEFLECTION CRITERIA t BM2 4-00-00 1-3/4 X 20 LVL 1 4 0 HIT420 66 SHEET 2 OF 2 RM1 4-00-00 1-3/4 X 20 LVL 1 2 BM24 4-00-00 1-3/4 X 20 LVL 2 4 1-3/4 x 20 LVL BLOCKING 56' DO NOT: RM1 3-00-00 1-3/4 X 20 LVL 1 4 Loosen, remove,cut or notch RM1 2-00-00 1-3/4X20 LVL 1 18 © HUC416 8 SCALE: 1/4"=1'-0" on 24"x36" SHEET any RM1 1-00-00 1-3/4 X 20 LVL 1 4 part of the open web joist.