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21-1560
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21-1560
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Last modified
5/9/2022 10:48:00 AM
Creation date
5/9/2022 10:47:59 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
21-1560
Building Department - Name
RIVERA,JOSE & SAMANTHA
Address
5234 4TH ST
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FRAMING FOR AMERICANA,CLASSIC,RUFFY 20 GA 2.5'X 4'MITEK CONNECTOR PLATES <br /> HEADER DETAIL MAX SPANS&FASTENING EMBEDDED BY HYDRAULIC PRESS <br /> HEADERS 1-2x4 2-2X4 2-2X8 EACH SIDE OF JOINT <br /> WITH 1/2' WITH 112" 12 20 GA.W X 6"CONNECTOR PLATES O In <br /> PLYWOOD PLYWOOD 3 r— AT THIS CONNECTION ON 14 WIDE a <br /> CEO ® ® UNITS ONLY o 1 <br /> IN <br /> 104X4 OPTIONAL EAVE 3"MAX—�3' DOUBLE 2X4 SYP#1 KD STUDS&DOUBLE I <br /> ® 2X4 SYP#1 KD RAFTERS AT EACH END <br /> STITCHED W/3'X.120 NAILS 12"OC <br /> MAX SPANS 22,6' 84" 1 96" <br /> 2X4 SYP#1 KD WALL STUD WITH o <br /> FASTENING 3-.130'x 3" 1 6-.130"x 3' 8-.130"x 3" 12"2X3 BLOCK 2X4 SYP#1 KD JACK STUD <br /> NAIL EA END NAIL EA END NAIL EA END AT DOOR OPENINGS e <br /> O <br /> SILL SPAN&FASTENING <br /> 1X4 SYP#2 KD BEAROU DADO INTO STUD <br /> SILLS 1-2x4 CONTINUOUS AROUPID PERIMETER <br /> 1 1/2'X 12'26 GA.GALV.STEEL PLATE (2)3'x.120 NAILS PER CONNECTION p rc <br /> TOP 8 BOTTOM OF EACH STUD <br /> ® (8)1.26'X.106"NAILS(TYP.) 3'x S120"#NAILS BOSPACIN PLATE <br /> P LINE ENGINEERING,LLC <br /> --ST�U_U ENGINEE0.S DOUBLE PT 2X8 SKIDS <br /> I TYPE AND LOCATION OF DOORS > <br /> MAX SPANS 48' William E.Neary,111 13' 6" MAX. AND WINDOWS TO VARY <br /> SMP-51,SMI-79,ICC 5185040 NOTE FOUR SKIDS UNDER 13V WIDE FLOORS ONLY I <br /> FASTENING 3-•130'x3' 10649Oakview Pointe Terrace V ��w <br /> IL EA EN Gotha,Florida 34734 END WALL FRAMING MAXIMUM DOOR SIZE- ac M In� <br /> N.T.S. 108"W X BO"H t�i Q ''' o p <br /> 12 us <br /> z <br /> 3 20 GA 2.5'X 4"MITEK CONNECTOR PLATES yz a p O z <br /> 1X4 SYP#2 PURLIN SURFACE NAILED EMBEDDED BY HYDRAULIC PRESS 41 Ny m =cr <br /> WITH(3)7/18"X 2-16 GAUGE EACH SIDE OF JOINT Ln <br /> STAPLES PER CONNECTION �. U <br /> (ALn 20 GAUGE STEEL HAT CHANNEL rn p 3 <br /> W/(2)2-1/4'X0.131 HT NAIL PER CONN. NOT APPROVED FCIII' Z.. ' a o 55 <br /> (3)3'X.120 NAILS <br /> PER CONNECTION 2X4 BOTTOM CHORDS ON IV,11'6' DELETE OH ON AMERICANA <br /> OPTIONAL EAVE 3'MAX--�3' &13'6"WIDE UNITS ONLY AND RUFFY MODELS <br /> 2X4 SYP#1 KD STUDS&RAFTERS 24"MAX SPACING d �, <br /> SIDING:SEE NOTE#14 y'Q r� <br /> 90' MAX. g 58 C. <br /> 6 6 <br /> =1X4 SYP 02 KD CONTINUOUS BELTLINE,DADO INTO STUD <br /> (2)3"x.120 NAILS PER CONNECTION <br /> STUDS TOE-NAILED TO BOTTOM <br /> PLATE,(4)3')Ll30-NAILS'7YP.) 2X4 SYP#1 KD BOTTOM PLATE,3"x.120 NAILS 8"OC��` SH <br /> t1� RUFFY, CLASSIC, <br /> '•. AND AMERICANA <br /> 1 1/2"X 12"26 GA.GALV.STEEL PLATE DOUBLE PT 2X6 SKIDS *;•••ft 6�/a9 *� FRAMING DETAILS <br /> AT EACH$BTUID T�F� IIQNNEOTION 4 SKIDS ON 13'8'WIDE <br /> �13' 6" MAX. �i •4/7�/?O1Bf -I!BC 2017 " <br /> I '� ' Q9RB OP <br /> 12-20-17 3 of 8 <br /> CROSS SECTION DETAIL fit ,,�``� ` NONE <br /> N.T.S. <br /> 2019-11-04 TOP LINE ENGINEERING APPROVAL PLAN#ROBIN GA FBCR2010-17.***NOT HVHZ APPROVED <br />
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