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PLAN NOTES ��=��
<br /> PD
<br /> 7
<br /> Enlarged Plan Notes:
<br /> American Property Development,Inc.
<br /> 110110th Avenue NE suite 550
<br /> � 8 1. For structural design notes, see sheet S0.02 thru S0.06. Be��e�ue,WA98004
<br /> � , 2. Architectural backgrounds are shown for reference only. �coNsu�rANT'SLOGOANDADDRESS)
<br /> ROOF DECK, The dimensions shown apply to structural elements only.
<br /> SEE NOTE 5 For dimensions not shown, see architect of record submittal. �
<br /> -+-
<br /> e ;, c� ,� r� e e � . .� g
<br /> - �- - ° � ° ° "° ° ° �� � tr - ' - 3. Contractor shall field verify existing structural conditions. If any
<br /> > .� a�° " . s.,aa . a - ' ^ °'° ,. Q_• :a - o-' p 201 N. Maple Grove Ste. 100
<br /> F - �a a° q � . e a a. ° _ - -
<br /> � L4x4x1/4 CURVED AS REQUIRED � discrepancies are found, contractor shall contact the Architect BOISE IDAHO 83704
<br /> : � � and Structural Engineer before performing alteration work. Pnone �2os� sa2-��ss
<br /> C° x x ° LE JOB# 154191.00
<br /> � �� 7 � � � � � ALL STRUCTURAL DETAI�USED ON THIS
<br /> � 52.�4 � � �f 4. For additional information not shown See pIaI�S. PIANARECOPYRIGHT�C) OFLOCHSA
<br /> � (� ' ENGINEERING Of IDAHO 5HE RE-USE OF
<br /> = HSS16x4x1/4 CURVED AS REQUIRED 2 ANYDETAILSANDCONCEPTSISNOT
<br /> ACCEPTABLE WITHOUT WRITTEN CONSENT
<br /> ��_ 5. Standing seam metal roof deck, per architechtural plans, over OFLOCHSAENGINEERINGOFIDAHO.
<br /> >�'�5�'�F. ga vanize , x ga. erco deck or equa . -
<br /> 2 v2° DIA. �� 1' -3 7/8° Weld deck using 1/2" dia. net effective puddle welds. M. H E
<br /> STANDARD STEEL S2.04,,' P N
<br /> {' 6 PiPE BRACE _��--4- �oc. A. Perpendicular bearings: 7 welds per P �� oF As�,ti
<br /> �'z.s2.o4,,.fi 2 �i2�� �ia. sheet per support. o �P � �
<br /> STANDARD STEEL B. Parallel ed es at 12 oc.
<br /> . 2 �oc. 9 �:; '
<br /> 1' -3 7/8" NOTES: PIPE BRACE
<br /> 1. Verify all dimensions with architectural plans. C. 3/�6" dia. Button punch: side lap at 12" OC.
<br /> E N LARG E D CAN 0 PY P LAN 6. All exposed structural steel shall be galvanized. �'�G 3548b* � �
<br /> 1 �,�, �RA L EN ��'
<br /> 1/4" = 1'-0" 7. Splices in continuous HSS and MC channels shall be located at 03-29-1 Fss/0 N A L �NG\
<br /> center line of support framing and shall be located 16'-0" from ends EXP.01/07/202
<br /> and spaced 20'-0" OC. min.
<br /> 1 2 3 4 COPYRIGHT CQ2005, ALL RIGHTS RESERVED
<br /> SUBMITTAL/REVISIONS
<br /> i i i i
<br /> 1/8"CAP PLATE I # DATE DESCRIPTION
<br /> AT END OF HSS I
<br /> FRAMING
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<br /> S2 04.' `- � � HSS4x2x1/8 = r' � �, HSS4x2x1/8 = � � � HSS4x2x1/8 = � �a HSS4x2x1/8 = � ��-, HSS4x2x1/8 = � � � HSS4x2x1/8 = � �� _ � � �
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<br /> 5 � � SEE NOTE 7 i
<br /> `:,S2.04 �
<br /> � ��_ S2.04 �� TYP. � �
<br /> 31/8" 3'-5" 10'-0" 10' -0" 10' - 0" 10' -0" 10'-0" 10'-0" 10'-0"
<br /> NOTES:
<br /> 1. Verify all dimensions with architectural plans.
<br /> ENLARGED AWNING PARTIAL PLAN
<br /> 2 1/4" = 1'-0"
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<br /> - `Z` � 1` � 1` 1` 1/8° CAP PLATE N
<br /> I AT END OF HSS �
<br /> _ FRAMING �
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<br /> = c- cna = � cna = .- cn � � � i-- a � r- cna � raid � ~ - ~ _ - � Q
<br /> _JL HSS4x2x1/8 HSS4x2x1/8 �` HSS4x2x1/8 = �� � °- HSS4x2x1/8 = L HSS4x2x1/8 = ` HSS4x2x1/8 jL � � � HSS4x2x1/8 � � HSS4x2x1/8 � �
<br /> � � �r r r �r � I � 3 ` � V
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<br /> H S S10x4x1/8 x C ONT. I ' S2.04:' \ � z
<br /> � � SEE NOTE 7 � �� -
<br /> 2 � 5 � � �
<br /> � 1_ � S2.04 ��,: 52.04; � �
<br /> S2.04.� � '" "�
<br /> � TYP. � � � �
<br /> 10' -0" 10' -0" 10' -0" 10' -0" 10'-0" 10'-0" 10' -0" 5'-81/2"
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<br /> 1. Verify all dimensions with architectural plans. O W
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<br /> � ENLARGED AWNING PARTIAL PLAN
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<br /> � 1/4" = 1'-0"
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<br /> c� O - . - . - . - (A CO X c X c X - X = X - X c
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<br /> 0 3 = = HSS4x2x1/8 = HSS4x2x1/8 = HSS4x2x1/8 = HSS4x2x1/8 = �' � � HSS4x2x1/8 = HSS4x2x1/8 = HSS4x2x1/8 = HSS4x2x1/8 = HSS4x2x118 = HSS4x2x1/8 = ': U �
<br /> � -.S2.04 ' J JL J J J JL JL J J JL JL `, S2'.�4' �
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<br /> ? HSS10x4x1/8 x CONT. �
<br /> `° � 5 �' SEE NOTE 7 Z Z
<br /> E : 2 �
<br /> �, S2a04.� `� S 0 1 U ' 1 '
<br /> �, � `� LLI
<br /> � ..S2 04�'TYP. � �
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<br /> � `-g�a�,.,' p �
<br /> � 3' -53/8" 6' -0" 9' - 113/8" 10'-0" 10' -0" 10' -0" 10'-0" 10' - 0" 10'-0" 10'-0" 10'-0" 101/8" N � N
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<br /> a
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<br /> 1'-8 3/8�� DR4WN BY
<br /> � NOTES: AC
<br /> ;, 1. Verify all dimensions with architectural plans.
<br /> �
<br /> w SHEET NUMBER
<br /> � Q ENLARGED AWNING PARTIAL PLAN
<br /> � n
<br /> ' r 1/4" = 1'-0" �� . 0�
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<br /> N c�
<br /> FULL SIZE=24x36
<br /> HALF SIZE=12x18
<br />
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