5444 4th St (2) - Laserfiche WebLink

Browse Search

SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS ATTACH MINIMUM 3/4" P,T, BUCK TO MEET WIND LOADS AND COMPRESSIONS STRIP THAT IS THE MINIMUM WIDTH RATINGS FOR YOUR JOB LOCATION. ALL OF DOOR FRAME USING ,091X1 3/8 ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL T- NAILS MAXIMUM 1011OC, BE A MAXIMUM 1/4" SPACE BETWEEN BUCK AND DOOR JAMB CAULK DOOR FRAME PER YOUR MANUFACTURES RECOMMENDATIONS BLOCK DOOR ATTACHMENT DETAIL SECURING WINDOW TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND COMPRESSION RATINGS FOR ATTACH MINIMUM 3/4" P,T, BUCK STRIP YOUR JOB LOCATION. ALL ANCHOR SCREWS THAT IS THE MINIMUM WIDTH OF YOUR MUST PENETRATE BLOCK WALL A MINIMUM OF WINDOW FRAME USING ,0-31 X 1 3/8" 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" T- NAILS MAXIMUM 10" OC SPACE BETWEEN BUCK AND WINDOW FRAME CAULKED WINDOW PER YC WINDOW MANUFACTURES S RECOMMENDATIONS TO M' LOAD AND COMPRESSION FOR YOUR JOB LOCATION BLOCK WINDOW ATTACHMENT DETAIL LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENINGS LINTEL LOAD CHART ( 16" DEEP SECTION CLEAR SPAN CONCRETE U LINTEL I' .- 6" 4981 PLF ( UNFILLED ) 2' - 2" 3435 PLF l UNFILLED ) 2' - 8" 21T1 PLF ( UNFILLED ) 3' - 2- 2332 PLF f UNFILLED ) 4'-0' 1835 PLF ( UNFILLED ) 4' - 6" 1624 PLF ( UNFILLED ) 5' - 2' 213% PLF - 6' - 2" 2211 PLF •• IWI PLF •• 8' - O" 1123 PLF •• S' - 2" 148S PLF- •• 0-00" 1354 PLF - 10' - 8" 12TI PLF •- 11'-2' 1200PLF - 12' - 0" IIOS PLF - 12' - 8" 1044 PLF - 13' - 4" 1358 PLF - P 14'-0" 1321PLF -P I6'-0" 1152PLF -P is' -0" 1016PLF-P IS' - 8" Sll PLF - P 20'-0" 816 PLF -P 22' - 8" 189 PLF - P DENOTES +S REBAR X CONT. PLACED IN 80TTOM COURSE AND I6" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. - P - DENOTES PRE STRESSED U LINTEL WITH 05 REBAR X CONT, PLACED IN BOTTOM COURSE 4 I6" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE 8" X W X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 05 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS 8 PRECAST LINTEL BLOCK OVER ALL OPENINGS, I EACH O. 05 REBAR IN THIS COARSE WHEN SPAN OF LINTEL OVER 5'2" STANDARD PRECAST DETAIL 1�1� HORIZONTAL LINTEL 05 REBAR HOOK LAPS MINIMUM 10" WITH 2 TIES FOOTER 05 REBAR ROD CHAIRS -25 1 REBAR LAP DETAILS DRILL I" X 6" HOLE INTO EXISTING BOND BEAM AND EPDXY "S REBAR FROM NEW BOND BEAM INTO EXISTING BOND SEAM, DRILL I"X6" HOLE INTO EXISTING WALL$ 24" OC AND EPDXY •5 REBAR FROM NEW BLOCK WALL INTO EXISTING BLOCK WALL. REBAR TO BE 12" •5 VERTICAL ROD TIED AT TOP AN LONG WITH 6" INTO EXISTING WALL 6" IN NEW BOTTOM AND AT EACH ROD IN BETWEEN BLOCK WALL EXISTING WALL NEW WALL I IT DRILL 1" X 6" HOLE INTO EXISTING FOOTINGS AND EPDXY 05 REBAR FROM NEW FOOTINGS INTO EXISTING FOOTINGS NEW BLOCK WALL TO EXISTING WALL DETAIL THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION IS"XIS" PILABTI 05 REBAR FRC 05 REBAR EAC FOUNDATION FLAN 1/411 = 11 OII 1/2" cox OR i/16" OSB ROOF SHEATHING NAILED PER ROOF SHEATHING DETAIL WITH 8D RS NAILS, USE STEEL PLYCLIPS AND •30 FELT WITH 29 r%A MASTER RIB METAL ROOFING OR SHINGLES INSTALLED PER MANUFACTURE SPECIFICATIONS ENGINEERED ROOF TRUSSES 24" OC SEE ROOF TRUSS PLAN MIN R-30INSULATION IN ALL ATTIC AREAS 1/2" CEILING TYPE GYPSUM BOARD 2X4 OR 2X6 WOOD SUB FASCIA WITH ALUMINUM • SOFFIT AND FASCIA TRIM SINGLE BOND BEAM WITH (1) 4S REBAR CONTINUOUS TIED TO ALL VERTICAL RODS SEE LINTEL CHART NOTE: 3/4" P.T. FURING WITH 3/4" TUFF R BLOCKS ARE STACKED VERTICALLY TO MATCH ALUMN S.W. WINDOWS (R4,5) INSULATION BOARD AND 1/2" EXISTING BUILDING WALLS. ALL CELLS IN WALLS GYPSUM WALL BOARD TO BE POURED SOLID WITH 3000 PSI CONCRETE MASONRY SILLS TYPICAL 3000 PSI 4" CONCRETE SLAB WITH WIRE MESH OR FIBER MESH WITH 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL 16" X 12" FOOTINGS WITH (2) 4S REBAR ON CHAIRS GROUND WIRE TO FOOTING REBAR 05 VERTICAL RODS FROM FOOTINGS TO BOND BEAM ARKAY ENGsIN�ERING INC. L L L WITH 25" LAP MINIMUM aTR TURAL ENGINEERS 12"411 BOTTOM OF FOUNDATION MINIMUM 12" BELOW GRADE 1 RICI-IAA L, KIDDE .E. 9' 4" IB OC I' ALL DET %` I� FLOI�IC:A LICE SAE NUMBER 31296 1�.. " wI HERBY CERTIFY TWAT THE°�� PLANS Ato SPECIFICATIONS w� f'� I�OT TO SOLE WERE PREPAREM E' a, ME OR UNC=R MY DIRECT SUPERVISION ARE IN COMPLIANCE* FJITIH CWAPTER 16, SECTION 1609 OF THE FLORIDA BUILDINg :ODE 200 i FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPta F.48TE6T SPEED AND THE ENTIRE 2001 FLORIDA BUILDINCs CODE AND 200% SUPPLEMENTS U ru Z z 'z m O~ o 0 w F10 � Z JOJN MLL: cl z m -in ' UW In z am W W a w O aLL A 0z a O� fy CD Q MN m rN F-=N w ui m a Jw Al LL mo r y� dl ch IT! MCISNif U zL -LL 0v z �o it m z c uj ul o � a Y 0tv-. W LLJ -c 0 0 a Qp %o _ M O z p Qz a Q � Q H N � lln U m LL 0 � v a � O V ~ TOTAL AREA 590 60, FT, 2OF4