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HomeMy WebLinkAboutFL8248_R13_II_WD Jamb Supplement P17Way ,._ Dalton,. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 .SNE J Kp16 �IcEnrsF is ® N©. 77945 o jq1 STATE OF 9NAL !!!1llili��� DWAYNE J. KORNISH, PE 4576 COUNTY ROAD 160 MOUNT HOPE, OHIO FL PE 77945 TX PE 117868 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. 6" MA: MF SF 6" MA, MINIMUM 2x6 #3 � HEADER LOCK MINIMUM 2x6 #3 (� HEADER LOCK MINIMUM 2x6 #3 ( HEADER LOCK SOUTHERN PINE BRACKET LUMBER. ---i PINE BRACKET LUMBER. PINE BRACKET LUMBERLUMBER.---iMBER, 4"1 4" 'L2-3/4" -I (2) 3/8" SIMPSON TITEN HD SCREW ANCHOR WITH A 1 1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4". DETAIL 1 MINIMUM 2500 PSI CONCRETE NOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. 8" 4"1 4 8" 4" -j L(4) 3/8" SIMPSON TITEN HD SCREW ANCHOR WITH A 1-1/4" WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 4". DETAIL 2 MINIMUM 2000 PSI GROUT FILLED CMU NOTE: MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS. REVISIONS P17 UPDATED TITLE BLOCK ESC 6/15/17 e —1_ 1-1/2" (4) 3/8" DIA. LAG SCREWS WITH 1-1/4" O.D. WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32" INTO THE MAIN SUPPORT MEMBER. DETAIL 3 WOOD SUPPORT STRUCTURE NOTE: MAXIMUM DESIGN LOAD DATE CAPACITY OF 2430 LBS. DRAWN 5/24/07 SHEET 1 OF 2 CHECKED JAMB CONNECTION SUPPLEMENT DRAWING PART NO 324620 NAME GRT REV. P17 Wayne Dalton., GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 MIN 2500 PSI CONCRETE NOTE MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED. MIN 6" BETWEEN JAMB BRACKET LOCATION JAMB BRACKET - 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK REVISIONS P17 UPDATED TITLE BLOCK ESC 6/15/17 MIN 2 x 4 SPF (G=0.42) OR BETTER WALL STUD NOTE: MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE 2 3/4" THE SOLE RESPONSIBILITY OF THE PROFESSIONAL MIN EDGE DIST _I OF RECORD FOR THE STRUCTURE DIRECT CONCRETE MOUNTING DETAIL �JAEJKO No. 77945 �0��• STATE OF i� S�ONAL �N . DWAYNE J. KORNISH, PE 4576 COUNTY ROAD 160 MOUNT HOPE, OHIO FL PE 77945 TX PE 117868 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. m IN EXTERIOR SHEATHING j X x - HOLD BACK INTERIOR SHEATHING 5/16" LAG SCREW WITH 1-9/32" EMBED IN CENTER OF STUD (t 1/4") FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1 /4- 20x9 /16" TRACK BOLT AND 1/4-20 HEX NUT TRACK DIRECT WOOD MOUNTING DETAIL MAX 420 LBS PER LAG FASTENER DATE DRAWN 4/10/13 SHEET 2 OF 2 CHECKED AWING PART NO DR JAMB CONNECTION SUPPLEMENT 324620 NAME REV. P17