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t <br />D+L= 605 Ibs <br />UPLIFT= 1160 Ibs <br />RESTROOM FACILITY <br />ROOF LEVEL <br />52.01 SCALE: 1/4"=1'-0" <br />ROOF NOTES- <br />1.- ROOF ASSEMBLY: <br />D+L=1183 Ibs n <br />UPLIFT=2465 Ibs\'I <br />D+L =1631 Ibs <br />UPL IFT =1820 Ibs <br />p+L=935 Ibs <br />UPL IFT =1040 Ibs <br />D+L=163 Ibs p <br />UPL IFT =1820 Ibs <br />D+L=1183 Ibs /� <br />UPLIFT=2465 Ibs <br />PROVIDE PREFABRICATED WOOD TRUSSES SPACED AT 2'-0" c/c <br />(U.O.N.) SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND <br />SEALED Bl' A FLORIDA REGISTERED PROFESSIONAL ENGINEER. <br />2.- PLYWOOD SHEATHING- <br />PROVIDE 5/8' PLYWOOD SHEATHING OVER ALL TRUSSES, NAILED WITH <br />Sd SHANK NAILS (HOT DIPPED GALVANIZED) 's 4' OC ALL SUPPORTS. <br />ALL STRUCTURAL LUMBER SHALL BE MINIMUM Not SOUTHERN PINE <br />3.- TRUSS LATERAL BRACING- <br />PROVIDE PERMANENT LATERAL BRACING, SPACED AT 10'-0" c/c <br />ALONG SPAN OF TRUSS_ EACH ROW OF LATERAL BRACING MUST <br />BE CRSS -BRACED AT EACH ENP SEE DETAIL E/6-4.0 <br />4.- FOR GENERAL STRUCTURAL NOTES, SEE SHEET 53.01 <br />5.- FOR BEAM 4 TIE BEAM SCHEDULE, SEE SHEET 53.01 <br />6.- ALL TRUSS TO TRUSS (WOOD TO WOOD) CONNECTIONS SHALL BE DESIGNED <br />BY TRUSS MANUFACTURER / DESIGNER <br />7.- FINAL TRUSS SPACING SHALL BE FURNISHED BY THE TRUSS <br />DESIGNER <br />8.- CONTRACTOR MUST COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL <br />DRAWINGS <br />2-#5, <br />RESTROOM FACILITY <br />(2INTERMEDIATE LEVEL <br />52.01 SCALE: 1/4"=1'-0" <br />3-#5. <br />3-#5. <br />2-05, <br />RESTROOM FACILITY <br />GROUND FLOOR PLAN <br />52.01 SCALE: 1/4"=1'-0" <br />GROUND FOOR PLAN NOTES <br />I: TOP OF SLAB ELEVATION <br />AS SHOWN THUS „EL. <br />2.- TOP OF FOOTING ELEVATION = T.O. EXI5T'G <br />FOOTINGS. TYPICAL UNLESS OTHERWISE <br />NOTED THUS - 0 <br />3: DENOTES EXISTING MASONRY BLOCK <br />WALL TO BE REINFORCED AS INDICATED IN PLAN. <br />4.- FOR GENERAL STRUCTURAL NOTES, SEE SHEET 53.01 <br />5.- FOR BEAM 4 TIE BEAM SCHEDULE, SEE SHEET 53.01 <br />(O.- WF -30 DENOTES AN 30' WIDE x 12' DEEP CONCRETE <br />FOOTING REINFORCED WITH 3-05 CONT. AND <br />#5,912' TRANSVERSAL. <br />WF -36 DENOTES AN 36' WIDE x 12' DEEP CONCRETE <br />FOOTING REINFORCED WITH 4-05 CONT. AND <br />05612' TRANSVERSAL. <br />DEMOLITION NOTE: <br />REFER TO DETAIL A/5-4.01 PRIOR TO <br />COMMENCING WITH DEMOLITION OF <br />EXISTING STRUCTURE. <br />RAI <br />RODRIGUEZ <br />ARCHITECTS <br />INCORPORATED <br />2121 PONCE DE LEON BLVD, STE, 1010 <br />CORAL GABLES, FL. 33134 <br />TEL: (305) 448-3373 <br />FAX: (305) 448-3374 <br />A A C --- 100 99 <br />0 <br />z W <br />o z <br />0 O 0 U <br />z <br />w o � <br />Li <br />—j _ <br />U <br />U � Q <br />M <br />0 <br />w <br />Ir <br />0 <br />W <br />a_ <br />IZ <br />Is <br />w <br />La <br />C)z <br />z <br />M <br />cn <br />w <br />a <br />a <br />IQ <br />REVISIONS: <br />RESTROOM FACILITY <br />FOUNDATION AND GROUND FLOOR <br />ROOF PLAN <br />SCALE INDICATED <br />CHECKED BY: <br />ISSUE DATE: <br />MAR <br />02/04/22 <br />4930 S.W. 74TH Court <br />Miami, Florida, 33155 <br />DRAWN BY: <br />PROJECT NO. <br />DAIS <br />2154 <br />Fax:(305)666-5259 <br />" <br />www.ddaeng.com <br />2022-42-B <br />OF <br />[:)+L= 605 <br />s <br />A <br />O.N. <br />UPLIFT= <br />116 <br />lbs <br />1 <br />c <br />O <br />B <br />D+L =1183 lbs <br />�• <br />.� <br />UPLIFT=2465 Ibs <br />4 <br />R -I <br />--+-- <br />— <br />— — — <br />--+-- <br />- <br />II <br />II <br />II <br />D +L =1251 Ibs <br />UPLIFT= 1510 Ibs <br />11 <br />+ I <br />1 <br />I <br />1 <br />I <br />I I <br />I + <br />T I <br />PRE -FA <br />IC <br />D WOOD GI <br />R TRUSS <br />1 <br />D+L=720 Ibs <br />T+1 <br />I I <br />I D+L=1l Ibs <br />B <br />I I <br />A <br />UPLIFT=810Ibs <br />I I <br />— I <br />UPL I =1050 <br />_ <br />Ibs <br />I I; <br />I LU <br />I I <br />LIFT=1060 <br />Ibs <br />B <br />[)+L=1251 Ibs <br />W <br />I I <br />I <br />I <br />I I <br />UPLIFT= 1510 Ibs_ <br />+ <br />+ <br />j <br />PRE -FAB <br />CAT <br />D WOOD GIR <br />R_TRUSS <br />j <br />T I <br />f l <br />I <br />I PL IFT =1850 <br />Ibs <br />1 4- <br />' <br />II <br />II <br />II <br />'� <br />D+L=1183 Ibs <br />I I <br />I <br />I <br />I I <br />B <br />UPLIFT=2465 lbs <br />— <br />- <br />--+-- <br />— <br />— — — <br />R -I <br />--+-- <br />�fp <br />1 <br />D+L= 605 Ibs <br />UPLIFT= 1160 Ibs <br />RESTROOM FACILITY <br />ROOF LEVEL <br />52.01 SCALE: 1/4"=1'-0" <br />ROOF NOTES- <br />1.- ROOF ASSEMBLY: <br />D+L=1183 Ibs n <br />UPLIFT=2465 Ibs\'I <br />D+L =1631 Ibs <br />UPL IFT =1820 Ibs <br />p+L=935 Ibs <br />UPL IFT =1040 Ibs <br />D+L=163 Ibs p <br />UPL IFT =1820 Ibs <br />D+L=1183 Ibs /� <br />UPLIFT=2465 Ibs <br />PROVIDE PREFABRICATED WOOD TRUSSES SPACED AT 2'-0" c/c <br />(U.O.N.) SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND <br />SEALED Bl' A FLORIDA REGISTERED PROFESSIONAL ENGINEER. <br />2.- PLYWOOD SHEATHING- <br />PROVIDE 5/8' PLYWOOD SHEATHING OVER ALL TRUSSES, NAILED WITH <br />Sd SHANK NAILS (HOT DIPPED GALVANIZED) 's 4' OC ALL SUPPORTS. <br />ALL STRUCTURAL LUMBER SHALL BE MINIMUM Not SOUTHERN PINE <br />3.- TRUSS LATERAL BRACING- <br />PROVIDE PERMANENT LATERAL BRACING, SPACED AT 10'-0" c/c <br />ALONG SPAN OF TRUSS_ EACH ROW OF LATERAL BRACING MUST <br />BE CRSS -BRACED AT EACH ENP SEE DETAIL E/6-4.0 <br />4.- FOR GENERAL STRUCTURAL NOTES, SEE SHEET 53.01 <br />5.- FOR BEAM 4 TIE BEAM SCHEDULE, SEE SHEET 53.01 <br />6.- ALL TRUSS TO TRUSS (WOOD TO WOOD) CONNECTIONS SHALL BE DESIGNED <br />BY TRUSS MANUFACTURER / DESIGNER <br />7.- FINAL TRUSS SPACING SHALL BE FURNISHED BY THE TRUSS <br />DESIGNER <br />8.- CONTRACTOR MUST COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL <br />DRAWINGS <br />2-#5, <br />RESTROOM FACILITY <br />(2INTERMEDIATE LEVEL <br />52.01 SCALE: 1/4"=1'-0" <br />3-#5. <br />3-#5. <br />2-05, <br />RESTROOM FACILITY <br />GROUND FLOOR PLAN <br />52.01 SCALE: 1/4"=1'-0" <br />GROUND FOOR PLAN NOTES <br />I: TOP OF SLAB ELEVATION <br />AS SHOWN THUS „EL. <br />2.- TOP OF FOOTING ELEVATION = T.O. EXI5T'G <br />FOOTINGS. TYPICAL UNLESS OTHERWISE <br />NOTED THUS - 0 <br />3: DENOTES EXISTING MASONRY BLOCK <br />WALL TO BE REINFORCED AS INDICATED IN PLAN. <br />4.- FOR GENERAL STRUCTURAL NOTES, SEE SHEET 53.01 <br />5.- FOR BEAM 4 TIE BEAM SCHEDULE, SEE SHEET 53.01 <br />(O.- WF -30 DENOTES AN 30' WIDE x 12' DEEP CONCRETE <br />FOOTING REINFORCED WITH 3-05 CONT. AND <br />#5,912' TRANSVERSAL. <br />WF -36 DENOTES AN 36' WIDE x 12' DEEP CONCRETE <br />FOOTING REINFORCED WITH 4-05 CONT. AND <br />05612' TRANSVERSAL. <br />DEMOLITION NOTE: <br />REFER TO DETAIL A/5-4.01 PRIOR TO <br />COMMENCING WITH DEMOLITION OF <br />EXISTING STRUCTURE. <br />RAI <br />RODRIGUEZ <br />ARCHITECTS <br />INCORPORATED <br />2121 PONCE DE LEON BLVD, STE, 1010 <br />CORAL GABLES, FL. 33134 <br />TEL: (305) 448-3373 <br />FAX: (305) 448-3374 <br />A A C --- 100 99 <br />0 <br />z W <br />o z <br />0 O 0 U <br />z <br />w o � <br />Li <br />—j _ <br />U <br />U � Q <br />M <br />0 <br />w <br />Ir <br />0 <br />W <br />a_ <br />IZ <br />Is <br />w <br />La <br />C)z <br />z <br />M <br />cn <br />w <br />a <br />a <br />IQ <br />REVISIONS: <br />RESTROOM FACILITY <br />FOUNDATION AND GROUND FLOOR <br />ROOF PLAN <br />SCALE INDICATED <br />CHECKED BY: <br />ISSUE DATE: <br />MAR <br />02/04/22 <br />4930 S.W. 74TH Court <br />Miami, Florida, 33155 <br />DRAWN BY: <br />PROJECT NO. <br />DAIS <br />2154 <br />06 <br />;&A V <br />D.D.A. ENGINEERS P.A. <br />CONSULTING ENGINEERS <br />4930 S.W. 74TH Court <br />Miami, Florida, 33155 <br />Phone: (305)666-07-11 <br />Fax:(305)666-5259 <br />" <br />www.ddaeng.com <br />2022-42-B <br />OF <br />5,2.0 <br />SHEETS <br />