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zz <br />M <br />01-0 <br />Q <br />0 <br />tn <br />o <br />1/2" CDX OR 7/16" OSB ROOF SHEATHING NAILED 1/2" CDX OR 7/16" OSB ROOF SHEATHING NAILED z <br />PER ROOF SHEATHING DETAIL WITH 8D NAILS, USE PER ROOF SHEATHING DETAIL WITH 8D NAILS, USE >0 cl) <br />z U ti <br />STEEL PLYCLIPS . USE GAF UNDERLAYMENT AND STEEL PLYCLIPS . U5E GAF UNDERLAYMENT AND r` <br />APPLY HOP.20NTAL PEEL L C7 W CD <br />STICK FLASHING OVER GAF SHINGLES GAF SHINGLES � r•l � p N <br />FLANGE VERIFY NSTALL.W/ LU Q c, <br />z 0 U SELECTED MANUFACT. <br />RECOMMENDATIONS Z Q C14 <br />WOOD FRAME OR OR CM FRAME A Q d (h <br />CMU WALL OR CMU WALL <br />ENGINEERED ROOF TRUSSES ENGINEERED ROOF TRUSSES W <br />mElc BUILDING m U <br />WRAP AT WOOD SEE ROOF TRUSS PLAN SEE ROOF TRUSS PLAN <br />FRAME LOCATIONS iX4 #2 PINE @ 24" OC ATTACHED TO 1X4 #2 PINE @ 24" OC ATTACHED TO in rn LL <br />WINDOW FLANGE SECURED TO WINDOW RANGE SECURED TOP OF BOTTOM CORD OF TRUSSES TOP OF BOTTOM CORD OF TRUSSES O <br />WOOD BUCK AS PER WINDOW TO WOOD BUCK AS PER WITH 2-1 OD NAILS WITH 2-10D NAILS <br />MANUFACTURES ^ WINDOW MANUFACTURES j� 2X4 #2 SPRUCE SUB FASCIA WITH 2X4 #2 SPRUCE SUB FASCIA WITH <br />RECOMMENDATIONS (—/\J RECOMMENDATIONS I— \ WOOD FRAME ALUMINUM DRIP, FASCIA AND SOFFIT ALUMINUM DRIP, FASCIA AND SOFFIT = <br />L-11/ OR CMU WALL SEE SOFFIT DETAIL SEE SOFFIT DETAIL <br />APPLY SILL PEEL L STICK FLASHING N <br />OVER FLANGE VERIFY 00 <br />INSTALLATION W/SEIECTEb @7 <br />MANUFACT. APPLY VERTICAL PEEL WINDOW FLANGE SECURED TO SINGLE KNOCKOUT LINTEL BLOCK WITH 1-#5 SINGLE KNOCK OUT LINTEL BLOCK WITH 145 <br />RECOMMENDATIONS 6 STICK FLASHING OVER WOOD BUCK AS PER WINDOW - HORIZONTAL REBAR TIED TO ALL THE VERTICAL HORIZONTAL REBAR TIED TO ALL THE VERTICAL <br />FLANGE VERIFY FACT.l. W/ MANUFACTURES RODS POURED WITH MINIMUM 2500 PSI CONCRETE RODS POURED WITH MINIMUM 2500 PSI CONCRETE <br />SELECTED MANUFACT. RECOMMENDATIONS <br />RECOMMENDATIONS - <br />NOTE: STEP #1 STEP #2 STEP #3 r m <br />� <br />CONTRACTOR TO (LASH AND SEAL ALL �MINDOW AND DOOR OPENINCsS PER THE MANUFACTURER'S RECOMMENDATION AND SMALL PROVIDE A COMPLETE WATER TIGHT SEAL. 8" PRECAST LINTEL OVER ALL OPENINGS 8" PRECAST LINTEL OVER ALL OPENINGS <br />' m <br />FLASHING NOTES:co o <br />PROVIDE CORROSION-RESISTTVE FLASHING IN THE EXTERIOR WALL ENVELOPE TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING F- <br />STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING CMU OPTION: N <br />_ _ <br />THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: SEAL FROM FACE OF BLOCK WALL EDGE TO o = 0 2 Z O 1[V <br />FRAME EDGE OF WINDOW WITH DRYLOCK SEALANTLL 1. AT THE TOP Of ALL EXTERIOR �ND9WS AND DOOR OPENINGS IN SUCH A MANNER AS TO Be LEAK -PROOF, EXCEPT THAT SELFFLASHNG WINDOWS HAVING CONTINUOUS LAP <br />NO FINISH ON INTERIOR OF � NO FINISH ON INTERIOR OF _j >L 70 <br />OF NOT LESS THAN 1 1/8 INCH OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING. INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL WALL TILL BUILDING LEASED 0 ¢ WALL TILL BUILDING LEASED 0 Q v) L <br />z 3 z <br />2 DECORATIVE a DECORATIVE 3 6 � <br />FLASHING: JAMB FLASHING MAY ALSO BE OMInED W HEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. c a IL <br />AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS. WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. CEMENTITIOUS °D CEMENTITIOUS co CL +JO <br />3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SALE. FINISH U- FINISH U. Z 4.CON nN000SLYABOVE ALI PROJECTING WOOD TRIM. VINYL INSULATED WINDOWS a VINYL INSULATED WINDOWS d <br />5. WHERE R PORCHES. DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAMED CONSTRUCTION. MASONRY SILL 0 MASONRY SILL !D O <br />Q.. <br />6. A WALL AND ROOF INTERSECTIONS. <br />EXTERIOR DOOR & WINDOW FLASHING o �v <br />#5 VERTICAL REBAR @ 48" OC WITH THE CELLS #5 VERTICAL REBAR @ 24" OC WITH THE CELLS <br />POURED SOLID WITH MINIMUM 2500 PSI CONCRETE POURED SOLID WITH MINIMUM 2500 PSI CONCRETE tL <br />MINIMUM 25" LAP MINIMUM 25" LAP UI <br />PROPOSED F.F. 99.0' PROPOSED F.F. 99.0' (a u <br />d <br />I W- <br />2X2 WOOD VERTICAL BLOCKING ATTACHED <br />TO FACE OF EACH TRUSS WITH (2) 12D NAILS <br />AND EXTENDS DOWN TO SOFFIT LOCATION <br />4" TO 8" FASCIA INSTALL BEHIND EAVE DRIP <br />SECURE SOFFIT TO BOTTOM OF FASCIA WITH <br />7/8" STAPLE. SECURE FASCIA WITH 1 3/4" TRIM <br />NAIL 16" OC <br />2X2 CONTINUOUS BATTEN ATTACHED TO <br />VERTICAL 2X2 BLOCKING WITH 1- 12D NAIL <br />v <br />-v <br />ROOFTRUSS <br />INSTALL CONTINUOUS F CHANNEL TO FACE <br />OF BLOCK WALL WITH CONTINUOUS 1X2 WOOD <br />BLOCKING WITH 1 5/8" MASONRY FASTENERS <br />12" OC <br />BLOCK WALL <br />ALUMINUM SOFFIT PANEL <br />SECURE PANEL TO 2X2 BLOCKING <br />WITH 7/8' STAPLE OR #8X1" SCREWS <br />MAX 24" 8"OC <br />139 MPH WIND SPEED OR LESS <br />BLOCK WALL SOFFIT DETAIL <br />NOT TO SCALE <br />5/4X6 PT DECK BOARDS ATTACHED <br />EACH JOIST WITH 348X2 1/2" GALV <br />DECK SCREWS <br />WOOD DECK <br />FLOOR FRAMING PLAN 1/411= 1' O" <br />v <br />v <br />5/4X6 PT D <br />SEE DECK <br />6X6 PT POST EMBE <br />CONCRETE. POST 1 <br />ABOVE FINISH FLO( <br />TYPICAL ALL POST, <br />KNOCK LINTEL BLOCK @ 24" OC WITH <br />1 - #5 REBAR HORIZONTAL TIED TO ALL <br />VERTICAL RODS <br />FILL ALL CELLS OF LOWER <br />WALL SOLID WITH MINIMUM m <br />2500 PSI CONCRETE c <br />v � <br />TOP OF RETENTION <br />0 <br />4 - #5 REBAR EQUALLY SPACED ON CHAIRS #5 VERTICAL REBAR @ 48" OC WITH 24" RETURN <br />#5 REBAR @ 16" OC 3-0- <br />WALL SECTION DETAIL "A" <br />NOT TO SCALE <br />111C L rN I trt Ur I r1r rub I <br />2-0- <br />DECK CUT SECTION DETAIL <br />NOT TO SCALE <br />3 3/4" APART <br />KNOCK LINTEL BLOCK @ 24" OC WITH <br />1 - #5 REBAR HORIZONTAL TIED TO ALL <br />VERTICAL RODS <br />E&M-MOM M� <br />TOP <br />4 - #5 REBAR EQUALLY SPACED ON CHAIRS <br />#5 REBAR @ 16' OC 3' 6" <br />WALL SECTION DETAIL "B" <br />NOT TO SCALE <br />ROOF EDGE <br />GABLE END <br />PARTIAL ROOF PLAN <br />ZONE O 1 8dRING SHANK NAILS AT 6" O.C. AT EDGES 8dRING SHANK NAILS AT 6" O.C. INTERMEDIATE <br />ZONES 2O 3O SIRING SHANK NAILS AT 6" O.C., 4" O.C. AT <br />ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL <br />NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED <br />AND OCCUR OVER A FRAMING MEMBER. <br />ROOF SHEATHING NAILING <br />NOT TO SCALE <br />FILL ALL CELLS OF LOWER <br />WALL SOLID WITH MINIMUM <br />2500 PSI CONCRETE <br />0 <br />#5 VERTICAL REBAR @ 24" OC WITH 24" RETURN <br />5'-0' <br />OI <br />m <br />W <br />F- <br />p N <br />z �= <br />_O <br />TA c1 <br />5; CD <br />W <br />00 <br />N <br />N <br />m <br />O <br />04 <br />04 <br />z <br />o <br />z <br />m <br />o <br />O <br />A <br />z qqt Lc) <br />O M (V <br />ULo-iC) <br />J cM <br />_ co <br />O <br />� W <br />L) coU }_ <br />�MLLI0 <br />} N <br />fY <br />ti0 <br />r� <br />J� <br />LU <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />RICHARD L. KIDDEY P.E. <br />5-I FLORIDA LICENSE NUMBER 37296 <br />1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS <br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE <br />FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16 <br />FOR 139 MPH WIND ZONE RISK CATEGORY 11 <br />V Q <br />Z �0_/ <br />0 � N <br />_ O 0 <br />Co <br />C LL <br />C) J <br />LL Q = <br />O ap <br />J ( _ <br />W W <br />V N <br />SHEET <br />B4 <br />ARKAY # 19870 <br />