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16-17401
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2016
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16-17401
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Last modified
7/13/2017 9:35:39 AM
Creation date
7/13/2017 9:34:47 AM
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Building Department
Company Name
COLONY HEIGHTS
Building Department - Doc Type
Permit
Permit #
16-17401
Building Department - Name
MAST,CURTIS
Address
5907 AVOCADO ST
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� I <br /> i <br /> � (2) 3/8"A SR BOLTS� RECElV1NG CHANNEL ATfACHMENT <br /> ' 2 X� S M.B. (SEE PG. 4—D) <br /> 2 x _ BEAM CONTINUOUS <br /> , THRU COLUMN <br /> �10 S.M.S. <br />' 3' X3" COL � 12' O.C. <br /> SECURE COMPOS/IF T& B� ���� <br /> � ROOF PANELS PER NEW OR EXISANG <br /> [ 2 1/8'RECEIVING CHANNEL DETAIL PG. 4—D SUPPORT S7RUCTURE' <br /> W/(2) 3/8'0 SR. BOLTS OR <br /> (6) ,�f0 X 3/4" TEKS EA. S/DE � <br /> S�OPE i <br /> 1I4'�? MIN C RECEIVING <br /> BEAM TO COLUMN 3" S7RUCIURAL ALUM. ROOF SY51FM (TYP.) <br /> I N.T.S. , <br /> ���. SEE PLAN FOR EDGE BEAM SIZE <br /> FOR 2 X 8 AND 2 X 9 SMB(S)— <br /> ADD 50.L MORE CONNECTORS (2) 3/8"DIA.x 3 1/2' 7HRU BOLTS QB <br /> (SCREWS AND BOLTS), 10—,�10 (OR 8—�'12, OR 5—�j'14) S.M.S. £VFNLY <br /> FOR 2 X 10 SMB — STAGGERED ON ONE S/DE, fT.USN W7TH COLUMN <br /> ADD f00%MORE CONNECTORS 3"x3'ALUMINUM POST(SEE PLAN FOR POST 71�!ICKNESS) <br /> 12' DIA. <br /> POST <br /> EXIST. GRADE <br />� , a • <br /> ' a <br /> 2500 PSI CONG . . COHPACTED <br /> FILL <br /> . " � <br /> . • H = VARIES (TYP.) POST FOOANG (SEE <br /> , a (SEE PLAN) POST FOOANG DETAIL) <br /> a . <br /> 3/8' DIA. REBAR, � • <br /> 6' LCr. THRU POST, ' d <br /> pB N10 S.�R S ON v • <br /> EA SIDE a � <br /> a <br /> e • <br /> CARPOR T/OPEN PA Tl0 DETAIL ' <br />� ��4.��A � (NON-HABITABLE STRUCTURE) N. T.S. I <br /> I <br /> POS T FO�T I NG DETA I L ! <br /> rv. r. s, � <br /> C�NTRIBUTARY LOAD OF7 � <br /> 50 S, F. / 24' MIN. H 3 <br /> 100 S, F. / 30' MIN. H W 2 X_ S M.B. ' <br /> I50 S, F / 36' MIN, H � <br /> � (2) EA. 1/4'm SR. BOLTS OR <br /> �n (6) �)0 X 3/4" 7FKS EA. 5/DE i <br /> � <br /> � � <br /> _ \ [2 1/8"REC. CHANNEL W <br /> /(6) EA. �10 SMS i <br /> (2'MIN. EMBED.) INTO HOST S7RUC7URE (WOOD) <br /> I - - - _ �4"0 TAPCONS x 2 1/4' � l 1/2' O.C., � <br /> , , � - STAGGERED (MIN. OF 2 PfR CONN.) <br /> __ �B i <br /> i _ _ _ - _- ;" 2'x2"x.050'ANGLE EA. SIDE OF BEAM <br /> � FAS7FNED SAME AS CHANNEL <br /> `���- � - BEAM TO WALL <br /> _ , - - �I � �I� � N.Ts <br /> _ - � � <br /> DAV1D NORRIS ENGINEERING � <br /> 112 COLEMAN RD. <br /> - WINTER HAVEN, FL 33880 ; <br /> (863) 299-1048 P.E. 32186 Pg. 2-C <br /> C.A. 8283 <br /> I � <br />
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