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PRE=ENGINEERED WOOD <br />I <br />TRUSSES @ "" A ACTH <br />STRAP UNDER <br />VA i ,5_ o_ I® <br />CEILING: 5/8" DRYWALL <br />OR 1/2" CEILING BOARD <br />IX4 PT NAILER ' <br />r- <br />5TD. 900 HOOK -� <br />w <br />c� <br />Q <br />TYPE "5" MORTAR <br />n <br />4" THK CONC SLAB w/ <br />GXG WI.4XWI.4 WWF OR <br />FIBER MESH <br />- <br />BARRIER - <br />(2)#5 BAR <br />CONT.. 4 <br />CLEAN, POISONED * COMPACTED 501L <br />(COMPACTED TO 95% MODIFIED <br />PROCTOR PER ASTM D1557) <br />HURRICANE ANCHOR @ EACH TRUSS <br />(SEE UPLIFT SCHEDULE, SEPARATE SHEET) <br />w/ METAL PLATE UNDER EACH TRUSS <br />25 YEAR DIM. OK FIBERGLASS SHINGLES <br />ON TINTAB 15# FELT <br />1/2" 3-PLY PLYWOOD SHEATHING OR <br />5/6" 055 NAILED * w/ ALUM H-CLIP5 <br />CONT. METAL DRIP EDGE <br />5/4 X 4 PRIMETRIM DRIP <br />5/4 X 8 OR 5/4 X 10 PRIMETRIM FASCIA <br />OR IX8 WOOD FASCIA w/ 2XG 5U5FA5CIA <br />ALUMINUM SOFFIT w/ CONT. VENT <br />8" X IG" "U" BLOCK w/ (1) #5 CONT. <br />FILLED w/ 2500 P51 CONCRETE <br />8" C.M.U. TYP. <br />EXTERIOR FINISH. SEE ELEVATIONS <br />(1) #5 VERT. FILL CELLS (SEE <br />FOUNDATION PLAN * NOTES) <br />4"X4" INSPECTION PORT AT EACH FILL <br />CELL TYP. <br />STD. 90/U+0050 HOOK BEYOND (SEE DTL) <br />WEEP SCREED <br />I <br />BADE <br />J— SOIL MINIMUM BEARING 2000 PSF <br />• BOTTOM OF FOOTING MIN. 12" BELOW FINISHED GRADE <br />3" MIN. <br />AL50 5EE DETAIL 2-52 <br />PRE-ENGINEERED WOOD TRUSSES <br />@ 24" OC w/ METAL STRAP <br />UNDER EACH TRU55 <br />SEE DETAIL 2/52 <br />FOR LN,5. <br />CURTAIN NAILER IXIG PT <br />WINDOWS -EXTEND 8" X 8" "U" BLOCK w/ #5 CONT. <br />20" PAST WINDOWS PRECAST LINTEL w/ (1) #5 CONT.-FOR <br />OPENINGS GREATER THAN G-0". SEE <br />WINDOW BUCK PLANS FOR ADDITIONAL REQUIRED <br />REINFORCEMENT <br />ALUMINUM FRAMED WINDOW w/ <br />SCREEN (SEE WINDOW <br />SCHEDULE AND ELEVATIONS <br />CAULK AT FOR DESIGNATIONS) <br />EACH WINDOW FLUSH CAST CONC 51LL <br />MARBLE STOOL I <br />8" CMU TYP <br />I <br />T.O.5. <br />GARAGE WALL SECTION 5NA5 I TYP. WALL 5ECTION TN RU WINDOW 5NT5 2 <br />NOTCH LINTEL WHERE REQUIRED <br />FOR CONCRETE PLACEMENT <br />STEEL SERVICE <br />-- - - -- --- - DOOR <br />ALUMINUM <br />-I THRESHOLD <br />CONC BOND <br />SET IN CAULK m <br />BEAM (1) #5 <br />- <br />5TD 90/U+OOBO <br />HOOK PRECAST LINTEL I \ <br />w/ (1) #5 CONT. • <br />(U.O.N.) I , — <br />I I <br />I I <br />OPENING <br />I I <br />I FILLED CELL w/ <br />(1) #5 VERTICAL <br />(2) #5 RODS <br />G MIL VAPOR <br />BARRIER /� <br />5ERVICE ROOK SN.T.5, <br />I I <br />F 4" CONC. SLAB <br />NOTESFFWWP <br />1. FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />2. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED <br />PROPERLY. <br />(I) #5 ROD <br />3. SEE LINTEL SCHEDULE ON FLOOR PLAN FOR ADDITIONAL <br />CONT. <br />INFORMATION NOT SHOWN. <br />TYF'. LINTEL A55EM5LY SCAS.LE: 3 811 MONO FOOTING It25A'-O` 6 N.T. <br />2-1/2"0 X IG" J-BOLTS w/ <br />WASHER OR <br />EQUAL <br />5; <br />CONCRETE FILLED <br />CELL w/ (1) #5 VERT <br />MIN <br />I <br />' 51MF50N MBHA HANGER <br />BEAM OR CUSTOM STEEL BEAM <br />-SEE PLAN HANGER w/ (5) 1/2"0 A307 <br />(2) 5/8" <br />0 HOLES <br /><o L 3/8"X4"XG" <br />9-8- 1/4" TYP <br />- 3/8"X4"XW SHIM PL <br />- 1/4" BENT PL. <br />5/8"0 HOLE TYP <br />THRU BOLTS w/ NUT LVL I N°• H. <br />PI ys <br />WASHER OR 106 NAILS TO 11-114" 3 11112" 5 <br />FILL EVERY HOLE. FABRICATION (FOR 11_7/8" 2 12 1/8" 4 <br />INSTALLATION CUSTOM HANGER) 11_7/8" 3 12 1/8" 5 <br />FILLED CELL w/ <br />#5 VERTICAL <br />2XG YELLOW PINE JAMB <br />12 GA. GALV. STEEL TRACK <br />BRACKETS FASTENED TO <br />WOOD JAMB w/ (1) 5/IG"X Ll <br />1-5/8" LAG SCREW PER <br />TRACK BRACKETS <br />2" GALV. STEEL TRACK <br />FASTENED TO 12 GA. GALV. <br />STEEL TRACK BRACKETS. <br />TRACK ATTACHED TO EACH <br />BRACKET w/ (1) 1/4" X 5/8" <br />BOLT * NUT OR (2) 1/40 <br />KI VETS. <br />HAM/CM WALL CONNECTION 5NT5� <br />1/2110 X G" "J" BOLTS @ IG" OC OR <br />1/2" X G" WEDGE TYPE ANCHOR <br />STOP MOLDING BY DOOR INSTALLER (TO SUIT) <br />20 GA. GALV. 5TEELEND STILE <br />20 GA. GALV. 18 GA. GALV. STEEL <br />STEEL INTER. CENTER HINGE <br />STILE FASTENED TO INTER. <br />STILES w/ (4) #14 X <br />5/8" SHEET METAL <br />SCREWS <br />7/I0 I.D. ROUND PUSHNUT FASTENER ((I) PER <br />ROLLER <br />14 GA, ALV. STEEL ROLLER HINGES FASTENED <br />TO END STILES EACH w/ (4) #14 X 5/5" SHEET <br />METAL SCREWS * (4) 1/4" X 3/4" SELF TAPPING <br />SCREWS PER END HINGE. <br />2" 0 SHORT STEM, 10 BALL STEEL ROLLER <br />TRACK77GE DOOR MOUNTING15CALE: 1 8 <br />f1FTA II N.T.5, <br />I REINFORCING BAR LAP SPLICES 1122A;E79 1 <br />II <br />GARAGE 8" CONC BLOCK <br />DOOR WALL BEYOND <br />EXPANSION JOINT <br />h DRIVEWAY <br />(1) #5 RODS <br />I'-8" MONO <br />4" 1'-4" 8" FOOTING w/ (2) <br />G MIL #5 RODS CONT. <br />VAPOR <br />BARRIER <br />GARAGE DOOR <br />5 <br />TYPICAL <br />51MP50N <br />HANGERS <br />MEMBER <br />MODEL <br />2X8 <br />LU526 <br />2X10 <br />LU5210 <br />2X12 <br />LU5210 <br />(2) 2X8 <br />HU528-2 <br />(2) 2XIO <br />HU5210-2 <br />(2) 2X12 <br />HU5210-2 <br />(2) 9-1/4 / 11-7/8" LVL <br />HGU5410 <br />(2) 14" / (2) IG" / (2) 18" LVL <br />HGU5414 <br />(3) 9-1/4 LVL <br />HGU55.50/10 <br />(3) 11-7/8" LVL <br />HGU55.50/12 <br />(3) 14" / (3) IG" / (3) 15" LVL <br />HGU55.50/14 <br />(4) 9-1/4 LVL <br />HGU57.25/10 <br />(4) 11-7/8" LVL <br />HGU57.25/12 <br />(4) 14" / (4) IG" / (4) 18" LVL <br />HGU57.25/14 <br />CAST-CRETE PRECAST LINTEL SAFE LOAD TABLE <br />LENGTH <br />SAFE LOAD5-POUND5 PER LINEAR FOOT <br />UNFILLED 8" X 8" <br />4'-0" (48") PRECAST <br />2029 <br />4'-G" (54") PRECAST <br />2029 <br />5'-4" (G4") PRECAST <br />2029 <br />5'-10" (70") PRECAST <br />2029 <br />G'-G" (78") PRECAST <br />2029 <br />T-G" (90") PRECAST <br />2029 <br />9'-4" (112") PRECAST <br />2029 <br />I'-G" (120) PRECAST <br />2029 <br />Il'-4" (130) PRECAST <br />I <br />2029 <br />12'-0" (J44") PRECAST <br />2029 <br />13'-4" (IGO") PRECAST <br />2029 <br />14'-0" (IG(5") PRECAST <br />2029 <br />14'-8" (45") PRE5TRE55ED <br />2029 <br />14'-8" (48") PKE5TRE55ED <br />2029 <br />14'-8" (48") PRESTRESSED <br />2029 <br />14'-8" (45") PRESTRESSED <br />2029 <br />14'-8" (48") PRE57,E55ED <br />2029 <br />14'-8" (48") PRESTRESSED <br />2029 <br />14'-8" (48") PRESTRESSED <br />2029 <br />14'-8" (45") PRESTRESSED <br />2029 <br />14'-8" (48") PRESTRESSED <br />2029 <br />IG" DEEP BEAM POURED 50LID WITH 2500 P51 CONCRETE <br />**P - DENOTES PRE STRESSED U LINTEL WITH #5 REBAR X <br />CONT. PLACED IN BOTTOM OF COURSE * IG" DEEP BEAM <br />POURED 50LID WITH 2500 PSI CONCRETE <br />FILLED <br />8" X IG" FILLED wi (1) #5 T*B <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />6039 <br />z <br />JUDITH ANN KOEHN, CPBD, AIBD <br />AKOHN@ONTWERPE5TUDIO.COM <br />727.490.9459 1 910.374.78G3 <br />2 <br />WWW.ONTWERFE5TUDIO.COM <br />V) <br />z <br />W <br />N•C-B-D•C <br />Q <br />•�.ATIONALO <br />MEMBER <br />Creating where people live A I <br />B D.R. <br />AMERICAIIN INbTITIITE of <br />BUILDIXG DESIGN <br />C\1 <br />u 1 <br />CL <br />0 <br />m <br />U.1 <br />O <br />cm <br />a <br />O <br />O <br />Q <br />V <br />Q <br />C) <br />U'l <br />W <br />..j <br />m <br />J <br />Ln <br />ry <br />REV DATE DESCRIPTION <br />- - <br />z <br />3 <br />PROJECT NO: 2204-25G <br />DATE: 23.05,2022 <br />DRAWN BY: A. KOHN <br />*CON5TRUCTION DOCUMENTS ARE ORIGINAL <br />AND UNPUBLISHED MATERIALS OF THE <br />DESIGNER. THEY SHALL NOT BE COPIED IN <br />ANY FORM WITHOUT THE EXPRESSED <br />WRITTEN CONSENT OF THE DESIGNER. <br />STRUCTURAL DETAILS <br />NOTES <br />5/23/2922 12:26:04 PM <br />T-1 <br />5D1.0 <br />