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e <br /> 1 2 3 4 5 <br /> z <br /> c� <br /> tI� <br /> W <br /> � � <br /> O <br /> O <br /> � <br /> � 11'-0"TYP AT HIGH ROOF <br /> = 1301 First Avenue, Suite 301 <br /> Seattle, WA 98101 <br /> � 9'-0"TYP AT LOW ROOF <br /> � http://www.gglo.com <br /> � <br /> � <br /> LLLLLLLLL �LLLLLLLL � <br /> D LLLLLLLLL / /L.LLLLLLLL � �vvvv D . - <br /> LLLLLLLLL L.LLLLLLLL v v v v v <br /> �vvvv <br /> LLLLLLLLL /LLLLLLLLL � � vv vv <br /> LLLL L LLL <br /> LLLL <br /> LLLL ,�LLLL Cv v v � ' <br /> . LLLL , �LLLLL �v v � <br /> MICHAEL NOUWENS <br /> MAIN ROOF ZONE 1 PRESSURES: <br /> -18.3psf(10SfEFFWINDAREA) Structural � Consultarits � <br /> -12.8 psf(500 Sf EFF WIND AREA) 3os Nw Z�sth str�et <br /> 4'-6"TYP AT LOW ROOF shoreline, wA 981�� <br /> michael@nouwens-structural.com <br /> www.nouwens-structural.com <br /> P 206.546.8446 <br /> MAIN ROOF ZONE 2 PRESSURES: / <br /> -28.6 psf(10 sf EFF WIND AREA) fLLLLL ��,� <br /> -20.0 psf(500 sf EFF WIND AREA) ������ r�" <br /> �LLLLL v v v v v <br /> LLLLL I✓vvvvv t L� �rO <br /> tLLLLLLLLLL �vvvvv Y lY <br /> � �LLLLLLLLLL g w� <br /> �LLLLLLLLLL <br /> � � � . \ . �v � . <br /> v v <br /> v v v v v <br /> vvvv tiD <br /> . � (.ivvvv � . <br /> vvv�v 2�¢�} � <br /> '�'ss1UNAj,� ' <br /> � <br /> \ LOW ROOF ZONE 2 PRESSURES: �2-$-ZO"I7 • <br /> -22.5 psf(10 sf EFF WIND AREA) <br /> ���� ���� -15.8 psf(500 sf EFF WIND AREA) PROJECT: <br /> MAIN ROOF ZONE 3 PRESSURES: ���� LLLL <br /> -39:0 psf(10 sf EFF WIND AREA) ��������� ��������� C Cocoon House Youth <br /> -27.3 psf(500 sf EFF WINQ AREA) LLLLLLL LLLLLLLLL �`� vv <br /> LLLLLLLLt� LLLLLLLLL v� v v <br /> � LLLLLLLLL LLLLLLLLL �� v v � <br /> �vvvv \ \ \ \ �v� vv . . <br /> �V��v Center - Base Contract <br /> c <br /> LOW ROOF ZONE 1 PRESSURES: <br /> -14.4 psf(10 sf EFF WIND AREA) <br /> -10.1 psf(500 sf EFF WIND AREA) <br /> PROJECT ADDRESS: <br /> 3530 COLBY AVE. <br /> LOW ROOF ZONE 3 PRESSURES: EVERETT, WA 98201 <br /> -30.7 psf(10 sf EFF WIND AREA) <br /> -21.5 psf(500 sf EFF WIND AREA) <br /> OWNER: <br /> 1. LOADS ARE SHOWN AT SERVICE LEVEL. COCO�N HOUSE <br /> 2. USE LINEAR INTERPOLATION FOR EFF WIND AREAS BETWEEN 10 2929 PINE STREET <br /> sf AND 500 sf EVERETT, Wi4 <br /> 3. MINUS SIGNS SIGNIFY PRESSURES ACTING AWAY FROM THE 9$2O� <br /> EXTERIOR SURFACES. <br /> \ COMPONENT AND CLADDING WIND LDADING DIAGRAM: R40F PLAN <br /> 1 <br /> 1 10/02/2017 ADDENDUM 1 <br /> MARK DATE DESCRIPTION <br /> B <br /> REVISIONS <br /> � I I � <br /> � I I I <br /> I I I I � <br /> I I BUILDING EDGE,TYP I I BUILDING EDGE,TYP <br /> � � � � <br /> � ( � � <br /> � ( � ( <br /> � I I I <br /> ZONE 5 � ZONE 4 � ZONE 5 ZONE 5 � ZONE 4 � ZONE 5 D 12/08/2017 BASE CONTRACT PERMI7 <br /> RESUBMITTAL <br /> � � � � C 10/06/2017 PERMIT SET <br /> � +12.5!-12.5 psf(10 sf EFF WIND AREA) � ( +10.0/-1�.0 psf(10 sf EFF WIND AREA) � B 09122/2017 BASE CONTRACT BID SET <br /> I +10.0/-10.0 psf(500 sf EFF WIND AREA) I � +10.0 I-10.0 psf(500 sf EFF WIND AREA) I , <br /> A 08/25/2017 DESIGN DEVELOPMENT <br /> I I +12.5/-22.9 psf(10 sf EFF WIND AREA) I � +10.0/-18.0 psf(10 sf EFF WIND AREA) <br /> +10.0/-10.8 psf(500 sf EFF WIND AREA) MARK DATE DESCRIPTION <br /> I � +10A!-13.8 psf(500 sf EFF WIND AREA) � I ISSUE INFORMATION � <br /> � ( � � <br /> PROJECT NO.: 2016030.�� <br /> 1. LOADS ARE SHOWN AT SERVICE LEVEL. 1. LOADS ARE SHOWN AT SERVICE LEVEL. PRINCIPAL IN CHARGE: <br /> 5'-6" 2. USE LINEAR INTERPOLATION FOR EFF WIND AREAS BETWEEN 10 sf 5'-6° 4'-6° 2• USE LINEAR INTERPOLATION FOR EFF WIND AREAS BETWEEN 10 sf 4�_g�� PROJECT MANAGER: Michael Nouwens <br /> AND 500 sf AND 500 sf <br /> 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD W 4WNER APPROVAL: <br /> AND AWAY FROM THE EXTERIOR SURFACES, RESPECTIVELY. AND AWAY FROM THE EXTERIOR SURFACES,RESPECTIVELY. � <br /> A � <br /> _ <br /> � SHEET TITLE , <br /> w WIND <br /> � LOADING <br /> TYPICAL UON MULTIPURPOSE ROOM,KITCHEN U <br /> DIAGRAMS <br /> � <br /> ~ SHEET N0. <br /> Z <br /> � Q <br /> V <br /> COMPONENT AND CLADDING WIND LOADING DIAGRAM: TYPICAL EXTERIOR WALL ELEVATION w S'O � 2 <br /> 2 � <br /> a <br /> m COPYRIGHT MNSC.ALL RIGHTS RESERVED. ' <br /> ORIGINAL SHEET SIZE IS 24"x36" <br /> � 2 3 4 5 <br />