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20-22617
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20-22617
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Last modified
5/17/2021 1:47:42 PM
Creation date
5/17/2021 1:47:41 PM
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Building Department
Company Name
MOORES FIRST ADDITION
Building Department - Doc Type
Permit
Permit #
20-22617
Building Department - Name
38818 SOUTH AVE DUPLEX LLC
Address
3752 COPELAND DR
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SEE DETAIL . 6' —6" cc Do <br /> � 3 <br /> "E" SHT. 2 3" 3" {. Q <br /> J Q <br /> �r r <br /> Q Q <br /> • N — _ u �pQ <br /> Q U <br /> a SEE DETAIL ¢ Iw�. Lo U <br /> JD" SHT. 2 — — � z �////��� <br /> o w ° <br /> SEE DETAIL w a i <br /> 'C" SHT. 2 A w — — w <br /> o N ,M B I <br /> A A 2 0 <br /> 6. <br /> to to 0 <br /> 1 I I I 1 1 L 1 <br /> 3" 3" 6" r 3"t <br /> SEE DETAIL _3" 62 <br /> . �� —3e6" <br /> "F" SHT. 2 6" <br /> 0 <br /> z <br /> HARDWARE SLdED-UL-E a <br /> 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND Nm <br /> SERIES 950 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED <br /> BII6GNMENT DETAIL AT 5-1/2" CENTERLINE. V) <br /> iMItJ•" o•. R 2• 4" X 4" FULL MORTISE BUTT HINGES. <br /> 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, '-OM'er 1~x1 2" CORRUGATED10X2" W000 SCREW <br /> SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" ROM EACH END 6 FROM EACH END <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7` OC AND 12" OC o <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS DL—I �— I N w <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND `' ACFgI THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK <br /> #10 WOOD SCREWS OR 1/4" TAPCONS, A PHYSICAL TYPICAL MASONRY ALC rLIC <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CAULK cL r°w <br /> LOCATION. TAPCON EDGE DISTANCE 'MIN 2-1/2". ' , <br /> WOOD SCREW EDGE DISTANCE MIN 3/4 COMBINATION WOOD COMBINATION WOOD <br /> 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50" <br /> •'" s. MULLION (BOXED) MULLION (BOXED) <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN 0•P5• IWoO 3) 10x2-1/2` ¢Z <br /> OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE s D SCREWS <br /> MINIMUM EMBEDMENT OF 1-1/4". ` EACH END pddsld�mbNo <br /> CL 5126117 <br /> 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO - '' ® Rauleired8y scuF: N.T.S. € <br /> TRANSFER LOADS TO STRUCTURE. M.BY: Sws B <br /> 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ® ® CHIC.BY.- <br /> ANCHOR INSTALLATION � <br /> TYPICAL WOOD BUCK DiL1WING NO.: <br /> INTEGRAL WOOD owG-MA-FLO211-17 <br /> MULLION (CHS) a <br /> seer 3 of 3 <br />
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