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PIGURE 1: PL,46-41NG INSTALLATION <br />ASPHALT SEALANT: <br />EXTEND MIN, OF 6" <br />OUTSIDE OF FLASHING <br />DID <br />FLU <br />PIGURE 2: WALL { <br />-S <br />FL,45HING INSTALLATION <br />WHERE ROOF MEETS VERTICAL WALL <br />ROOF CRICKET; <br />MIN: 3:12 SLOPE <br />(REQUIRED AT <br />ALL LEVEL VALLEY <br />LOCATIONS) <br />EXTERRWALLAFINIS <br />WALL 6' X 18' H GALV. <br />FLASHING CONT- <br />PLASTER STOP — <br />ROOF <br />SHINGLES <br />6'X18'HGALV. <br />FLASHING CONT.---, <br />ASPHALT BASED <br />SEALANT APPLIED <br />BEHIND FLASHING <br />AND EXTENDING A <br />MINIMUM OF 6' ABOVE <br />VERTICAL RISE OF FLASHING <br />AT KNEEWALL <br />ELASHINCH <br />DETAILS <br />NOTE: THIS DETAIL IS REQUIRED 6' HORIZ; <br />AT ALL VERTICAL WALL INTERSECTIONS <br />--LT WITH ROOF VALLEYS & ROOF CRICKETS. <br />ELA61—IING DETAIL >41 CRICKETZKNEEWALL INlER5ECTI0N <br />FILEREF; (SD4)KNGSTN.FLSHDET/SD (NO SCALE) <br />TEXTURED, PAINTED <br />EXTERIOR WALL FINISH v v v v v v v v v <br />vvvvvvvvvvvv vv <br />vvvvvvvvvvvv vvvvvv <br />v v v v v v v v v v v vvvv v v v v v v v v v v v v <br />vvvvvvvvvvvvvvvvv vvvvvvvvvvvvvv <br />vvvvv vvvvvvvvvvvvv vvvvvvvvvvvvvvvvv <br />vvvvvvvv vvvvvvvvv vvvvvvvvvvvvvvvvvvvvv <br />vvvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvv HOLD EXTERIOR <br />vvvvvvvvvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvv FINISH 2" ABOVE <br />v v v v v v v vvvvvv v v v v v v v v v v v v v v v v v v v v v v v v v v v v v <br />vvvvvvv;VVVV'7'7V�V'7'7V777VVV7VVVV7VVVVVVVVVVV <br />vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvv v v v ROOF <br />vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvv <br />v v v v v v v v <br />vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv v FLASHING <br />vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv <br />vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv <br />vvv vvvvvvvvvvvvvvvvvvvvvvvvvvvv <br />v v v v v v v v v v v v v v v v v v v v v v v v v d' p <br />v v v v v v v v v v v v v v v v v v v v v v <br />vvvvvvv v v v v v v v v v v v v v_yo—.x <br />vvvvv v vvvvv vvv <br />v v v v v ' v v v v v d p <br />vvvvvv vvv <br />vvv vvv ,q <br />v v v <br />v v v v v p p <br />v vv a d <br />CAULKING v <br />vvvv 9 _`_z 4 vvvv ' D <br />vvvv � d ,d <br />vvv <br />vvv 4 `4 <br />v v v v v <br />i <br />v v v v v <br />vvvvvv 4 4 - <br />vvv c <br />d � <br />D d p d <br />`p d` <br />ASPHALT SEALANT,. 6 TO 12' <br />EXTEND MIN, 6' ABOVE PER PLAN <br />FLASHING SPECS, <br />6' HIGH <br />DIVERTER <br />= FLASHING <br />GALV. 'L' FLASHING <br />m ,� i� — _ — TYPICAL, <br />= _ _ _ _ _ OOFING FELT <br />----- --- DRIP EDGE <br />v— — — — — — — — — -- — <br />- - ASCIA <br />cm <br />a� <br />� v <br />1 L <br />i Cc <br />cc <br />e Ca <br />m <br />i 3 <br />m <br />x <br />m <br />FIGURE 3: CORNER DETAIL <br />a <br />FLA5HING INSTALLATION <br />"s — <br />a � <br />a � ' <br />NOTE: IF RETROFIT FILLED CELL OR UPLIFT STRAP CONDITIONS <br />EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD <br />FOR ADDITIONAL INSTRUCTION. <br />.--EXISTING U-BLOCK W/ 1 05 CONT. <br />DRILL 3/VX5' MIN. 44OLE <br />�- SET BAR IN EPDXY <br />CAP TO PREVENT LEAKAGE <br />"5Xrc' EMBEDDED INTO <br />EXISTING U-BLOCK LINTEL <br />` FILL CELL FULL HEIGHT W/ <br />NON -SHRINK GROUT <br />A <br />I <br />4SX6' EMBEDDED INTO <br />ExISTING FOOTING <br />-DRILL 31-'X5' MIN. 4.4OLE <br />/ SET BAR IN EPDXY <br />EXISTING FOOTING <br />RETROFIT FILLED CELL DETAIL <br />N.TA <br />2-45X6' IN CONC. <br />FILLED CELL <br />I <br />q6AUr-UT <br />5ECTION A <br />SCALE: NTS I <br />UPLIFT CAPACITY - 595 FOR I STRAP <br />= IAW FOR 2 STRAPS <br />PRE-ENGINEERED TRUSS <br />SIMPSON R" STRAP <br />(4) SDS 14'xlli2' <br />0 14414' TITENS <br />BEAM <br />PRODUGT CONTROL NOTIGE OF ACCEPTANCE <br />MIAM1 - DADE GOUNTY, FLORIDA <br />MAUFAGTURER - O S ROOF I NO PRODUGTS GOMPANY, I NG. <br />PRODUCT <br />AGGEPTANGE # <br />EXPIRATION DATE: <br />F=IREHALT 2000 <br />0I-0503.03 <br />06 / 14 / 2006 <br />F=IREHALT 2000 AR <br />01-0503.03 <br />06 / 14 / 2006 <br />LANDMARK 30 <br />0I-0503.03 <br />06 / 14 / 2006 <br />LANDMARK 30 AR <br />0I-0503.03 <br />06 / 14 / 2006 <br />LANDMARK 40 <br />01-0505.03 <br />06 / 14 / 2006 <br />LANDMARK 40 AR <br />01-0503.05 <br />06/14/ 2006 <br />NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING <br />NAILS. 3/8' MIN HEADS. 6 PER SHINGLE. <br />0 <br />R <br />0 <br />eQE e <br />�M p d9 <br />ire e T <br />tend e ra 1 +;1 <br />ov e5 a °pu e6ge l k, <br />�Ml, arr°n°o dr�P <br />use fsed <br />elage �5 <br />64NGLE DETAIL <br />N.T.S. <br />❑ SAMUEL A. CiREENBERG, F.E. *34245 <br />❑ THUY H. HUYNH, P.E. ob0122 <br />❑ IRWIN J, BENSON, P.E. 049i58 <br />❑ AL I ABBAS HAKIM, P.E. 056156 <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND <br />GUST, EXPOSURE 'B' WIND ZONE (2001 EDITION) <br />THIS DRAWING AND DESIGN 16 VALID FOR 12 MONTHS AFTER THE <br />DATE IT IS SIGNED AND SEALED, <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF T4416 <br />DRAWING ONLY. <br />PR01=ER IN5TALLATION <br />MAX. 8" <br />•) <br />FILL SOLID STD. 90' HOO <br />K (TYP.)L 110/a 7/ <br />E FIRST 2 COURSES <br />FILLED CELL PER FOUNDATION PLAN <br />#5 FtEBAR <br />♦♦ UNACCEPTABLE IN5TALLTION <br />♦♦ DO NOT DO THI5 , <br />♦♦, #5 REBAR (TYP,)� <br />♦♦♦ ,*� <br />90° HOOK (TYP.) <br />Ar7 <br />I <br />♦ <br />f <br />� II ♦ <br />,� f2 NOTCH W r1� ♦ ST COURSE <br />♦♦ <br />FILLED CELL INSTALLATION � <br />SCALE: N.T.s. S3.1 <br />DANeco <br />1\ REVISED 08-15-03 ENGINEERING, PA. <br />A CREATED 02-27-02 P.O. BOX 3400 - APOLLO BEACH- FLORIDA - 33512 <br />PHONE - (813) 645 0166 FAX - (813) 645 S6W <br />THESE DRAWNG120 MPH E0 '4510 ©CLIENT ON THISSPRO ECT.SANY REPRODUCTION OR AND DEIGNS ARE THE JOINTOPERTY UNAUfHORIZED USE SOF DANSCON PIREHIBITED. - A0NO3 THE <br />3 SEC. GUST <br />SEAL LENNAR WOMESE SCALNOTED ofRo4wN S.Y. <br />DATE 2/21/02 TAMPA DIVISION N: /BLOCKS/STD 2001 <br />FRAMING CONNECTIONS im EXT. WALLS <br />DE JOB NO. PM - 502-T 53,1 <br />-. 1 <br />