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19-21152
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19-21152
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Last modified
1/7/2020 11:25:33 AM
Creation date
1/7/2020 11:25:32 AM
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Building Department
Company Name
ALPHA VILLAGE
Building Department - Doc Type
Permit
Permit #
19-21152
Building Department - Name
HEDRICK,JAMES & DARLENE
Address
7205 LANDOVER DR
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SEE DETAIL 3" 6' 6' � 00 <br /> "E" SHT. 2 <br /> g• I 3" 3" 3" �^3I OU 0 0 <br /> �- 6. 6"--� 6" 6" 6" <br /> �0cic <br /> a ry LW Q <br /> n <br /> Z a 2 <br /> a SEE DETAIL a �_ Ln U <br /> }"D' SHT. 2 — — to Z U)� <br /> SEE DETAIL o <br /> "C" SHT. 2 <br /> o N B <br /> ruN 2 Q <br /> 3" 3"A 6 — 6" I 3.I g i g <br /> 3.. 1 3. TI-L3" f F 25 <br /> SEE DETAIL 6" 6. wI m o <br /> is <br /> "F" SHT. 2 6" o %o <br /> HARDWARE SCHEDULE EL <br /> 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND �m <br /> SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED <br /> AT 5-1/2" CENTERLINE. o <br /> ATTACHMENT DETAIL 1.25 d s. ': 2. 4" X 4" FULL MORTISE BUTT HINGES. <br /> MIN1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, — 1-XI/2" CORRUGATED #10X2' WOOD SCREW w <br /> SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END fi FROM EACH END <br /> (FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7" OC' AND 12' OC <br /> CL—I �— 2 <br /> FASTENER RATING FROM THE DIFFERENT FASTENERS I W <br /> BEING CONSIDERED FOR USE. JAMB, HEAD, AND =? ACRYLIC o <br /> THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE c u k <br /> #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACR7yELIc <br /> SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CLAAULK CL `m w <br /> LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". �o <br /> WOOD SCREW EDGE DISTANCE MIN 3/4 COMBINATION WOOD COMBINATION WOOD <br /> 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM t.5o' MULLION (BOXED) MULLION (BOXED) <br /> ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN —0.25' <br /> MAX (3)) tOX2-1/2" Addzrd 4 <br /> 0 <br /> OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WO D SCREWS Z <br /> MINIMUM EMBEDMENT OF 1-1/4". I EACH END ,mmtiAk� <br /> CL— �— a:, L DATE: 5126117 <br /> 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ' ® Rer+av�dEj _ scmz- N.T.S. <br /> TRANSFER LOADS TO STRUCTURE. »R M.In: SWS <br /> 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ® ® CHx•BY'. <br /> WOOD BUCK <br /> ANCHOR INSTALLATION DRAWNG No.: <br /> INTEGRAL WOOD DWG—AIA—FL02II—17 <br /> MULLION (CHS) <br /> sneer 3 or• 3 <br /> a <br /> k� <br />
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