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' , . SEE 7ABLE 4,20
<br /> � 328� RF ❑R EXTRUDED FASCIA
<br /> _ SEE TABLE 4�20 Re�s�o�a
<br /> . ,0105 � EIGHT #14 SMS OR :
<br /> � THREE �' BOLTS W/ i' WASHERS
<br /> ao MAX WIND LOAD IS 115 MPH
<br /> ° "' , o o, ExPosuRE B RDOF PAN _
<br /> ,, - - .
<br /> . . �, _ _ �
<br /> � 0,070 �
<br /> .. `� �,
<br /> : .'< , _ .. ��, et _
<br /> o TWO 3/8' B�LTS �; �: ,
<br /> � I 1.J= + MAX HEIGHT 8' W/ 1' STEEL WASHER
<br /> ,-.
<br /> - METALS
<br /> _ 3.062 MAXIMUM FO�TING
<br /> EIGHT #14 SMS/SDS I BEAM SIZE FOR THIS �,,:,.
<br /> EIGHT #8 SMS QNA �; ` ,":
<br /> 3' ALUM Ct=0,040' : ' : 0.032�X1.S�X1,5� OR DETAIL IS d=34' _ �t��s� E N /y���i
<br /> 'OA60 X1,5 X1,5 O �G ,
<br /> MINIMUM> OR STEEL ' Q v O F�`
<br /> - POST ALUM TWIN POST - <t 9 �`
<br /> 3
<br /> 1.5' 6' ❑R 9. EIGHT #14 SMS _ tn=
<br /> P-11 1 �
<br /> _ Mu SAMS�N BEAM _ - _ N : ' p �a
<br /> 99 CALUM. 6063—T6) >'y PZ` qo�
<br /> . . _ _ � FOF � ���
<br /> q � � � ���
<br /> �' OR �'0 GALVANIZED OR DETAIL MU81
<br /> Z y.-�
<br /> STAINLESS STEEL ANCHOR QCC MU ` � Pl'T�l q Z�.o
<br /> ,.,,. _�. ESR 1917) W/ 2' EMBED AND 1' 100 STEEL P�ST ❑ WnSy ��� �-�.,�Z�
<br /> ,_.
<br /> ,� �.�, wASHER oR Eauiva�ENr - HEAVY DUTY BRACKET : t=0,120' 6063T ,� � •i� �w -. �
<br /> . . � ,--�- c
<br /> ` '���� , E��HT #e.sMs ALUM OR STEEL ALUMINUM P�ST � � �w a�
<br /> -,, ,o62s• ;,� �- : �. ���
<br /> FASCIA � �A BEAM . ¢I!���
<br /> Mu ALUM. ALL�Y 6061 T-6 •� ; � w o o�
<br /> io1 I—BEAM WITH BRACKET �� 9 60 �, ^�, ��_"
<br /> /•, • ZS ER�
<br /> r' S, `P�ST CONNECTIONS AND SCROLL P�ST DETAIL ` s,�'��. � .•' "
<br /> SINGLE SPAN ATTACHED UNITS �NLY
<br /> D 3/8' B�LTS W/ , ' MAXIMUM FOOTING SIZE IS d=24• - ' ���ED RO/�F�,
<br /> i• sTEE� wASHER SEE TABLE 4,20 �5 �N ►NEF o
<br /> , _ :OR EIGHT #14 SMS _ 2
<br /> _ ;� SEVEN �' BOLTS F�R 10' I BEAM 7 5 PE 9<
<br /> W/ FULL SPLICES
<br /> 3' P�ST - FIVE �' BOLTS F�R 7'X5,5' I BEAM
<br /> _ _
<br /> : , W/ FULL SPLICES '
<br /> ` FOUR 1/2' BOLTS:FOR 10' I BEAMS v" EGON "
<br /> - ' ALL OTHER I BEAMS USE ' ��
<br /> _ FOUR 3/8'B�LTS C� �Y 31 `t�
<br /> eic aia sMs oR sns Faa ALUMIN BRACKET DETAIL sEE rAB�E a,i9 OR 4,20 �RL pUT
<br /> =25' TOP OR BOTTOM M U 8 2 'U' B R A C K E T M U84
<br /> CONNECTION .
<br /> `
<br /> FOUR i/4' BOLTS w/ 2' MIN Q�OFESSIO � - EXPIRES:D C 31.2016
<br /> - .
<br /> � 0,050'XS/8' STEEL WASHERS -
<br /> o wo P y
<br /> � 3,5'X3' I �� c, �, �y FEB 02 2016
<br /> : BEAM BRACKET � � � —_
<br /> , _ _ 8 ;, :
<br /> . . ve'y . . ,�St7 . .. � _ . � . �..� � . .. � . . . - . � ✓i ., � . . . - � . - .
<br /> �. � F❑UR 3/8' B�LTS � * � .s-3b-�t5 *
<br /> `� ��.���. w ,. � � , �
<br /> �d ------� J ' � Carl Putnaro, RE,
<br /> � _� ,� � s C1V�- �P
<br /> _ � STAINLESS ❑R �"G�VANIZED,.STEEL ANCHpR.QCC ESR 1917) , , , _ -- ---! q � - .�441 IVYLINK,PLACE
<br /> W/ z' EMBED AND i' WASHER`FOR F�OTINGS UP TD'- 25' - ` 0,040 x3 x3 L�CKSEAM � . �Op�p�,1F�� ° LYNCHBURG; vA 24503 ". '
<br /> ° ` ` ATTAGHMENT T❑ 4' CONCRETE SLAB ' ` ` ` DETAIL MU89 CUT PORTI�N OF CARLPUTNAM2COMCAST.NET :
<br /> F�R 10 PSF LIVE LOADS MAX FQ�TING SIZE B�TTOM FLANGE FEB 24 ZO'I4
<br /> TW❑ ANCH❑RS F�R UP TO 140 MPH EXP B �R 120 MPH EXP C MU d = 32' AT POST .
<br /> FOR 20 PSF LIVE LOADS AND HIGHER o3
<br /> TWO ANCH❑RS F�R WINDS UP T❑ 140 MPH EXP C � � CMP
<br /> ��
<br /> STEEL POST DETAIL MU93 cMP
<br /> C�NNECTION ❑F 3' P❑STS TO FASCIA ❑R 4' I BEAM AND SLAB/FO�TING Mu ALUM POST DETAIL MU50 °ati
<br /> SINGLE Sf'AN A1�TACHED UNI�S ❑NLY � d4 I—BEAM C�N�lECTI(]N p� MU96
<br /> �� MUSA07.DWG
<br /> Seai� NTS Paqe f
<br /> ICC ESR 1953(2012 IBC)2/24/2014 Page 31 of 106
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