5026 11th St - Laserfiche WebLink

Browse Search

CUT FACE OF EXISTING BLOCK AT LOCATION SHOWN ON FLOOR PLAN AND DRILL 4" INTO TOP OF EXISTING: SLAB AT BOTTOM AND EPDXY 05 VERTICAL REBAR THAT WILL EXTEND TO TOP OF WALL AND TIED TO THE HORIZONTAL REBAR AND COVER CUT AND FILL ALL THESE CELLS SOLID WITH CONCRETE /_ 2X8 PT TOP PLATE 2X8 PT TOP PLATE WITH 5113"X6" EXPANSION BOLTS 24" Or — I - I _ ! I I --—I-—— -- --- — — — —— I I I I I ADD I ROW 8" REGULAR BLOCK AND 11 ROW 8" KNOCK OUT LINTEL BLOCK I ITO TOP OF WALL WITH 1-•5 HORIZONTAL I IREBAR TIED OT ALL VERTICAL THREAD I 1 RODS 1 I I I I I I I I I I I EXISTING: BLOCK WALL I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 — — — �— — — T — — —I — — — I— — — - I I I I I I I I I I I I ADD 8" PRECAST LINTEL I I I I I I I I I I I I I I I I I I I I I I ( I EXISTING: BLOCK WALL I I I I I I I I I I I I I - — — 1 — — —I — — — r - I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 11 I I I I I I I I I I I I I - 1I I I I I I I 1 I 1 I I I I 1 I 1 I I I 11 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IN FILL DOOR OPENING: WITH BL I I (tK I I I 1 I I 1 I I I I I I I I I I I I I I CUT FACE OF NEW BLOCK AND EACH END AND EACH SIDE REMOVE HEADER ABOVE EXISTING: DOOR IF OPENINGS AND DRILL 4 INTO TOP OF EXISTING SLAB OPENING- TO ALLOW FOR NEW BLOCK FROM AT BOTTOM AND EPDXY "5 VERTICAL REBAR THAT WILL SLAB TO TOP OF 8'0" WALL AT OPENINGS EXTEND TO TOP OF WALL AND TIED TO THE HORIZONTAL REBAR AND COVER CUT AND FILL ALL THESE CELLS SOLID WITH CONCRETE IN FILL GARAGE DOOR OPENING DETAIL 5-1 NOT TO SCALE ADD 8" PRECAST LINTEL REMOVE EXISTING: WINDOW AND CUT EXISTING BLOCK TO ALLOW FOR NEW WINDOW s D� s • ) D • t o. D .' > o• D Qe A ) o• A. c Q° C t 4 4 D• D D• D c 'n . 4 D •e . 4 D D' ) D ) o• D . o D .4 0 D D D D O ° O ° ` % .°a o .4a T416�1 •n . 4 D 'n . 4 D D• D t D• D [ D • D .'[ o' D .' MODIFY EXISTING WINDOW Oi=ENING DETAIL 6-2 NOT TO SCALE PUNCH HOLE IN CELL AT EACH SIDE OF OPENING AND FILL CELL SOLID WITH 2500 PSI CONCRETE _S" WOOD FRAME OR CMU WALL WINDOW FLANGE. WOOD BUCK AS PE MANUFACTURES RECOMMENDATIOI APPLY SILL PEEL & S OVER FLANGE VERC INSTALLATION W/ SI MANUFACT. RECOMMENOATIOt APPLY �C12C:za STICK FLASHING C FLAN,G 7ERIFY Pd: _a SELECTED MA! €:F, m RECO M� IDA.1 WOOL- FRAME OR CI?.4Lf >WAL TYVEK BUILDING [/ WRAP ATWOO FRAME LOCATION WINDOW FLAN15E SECURED TO WOOD BUCK Al PER WINDOW MANUFACTURES RECOMMENDATIONS WOOD FRAME �R cMLr ALL MAPPLY VERTICAL FEEL zi WINDOW FLANGESE IFLASHING OVER UCK AS PEP r t�FLANGE VERIFY ,LL, W1 i (S�IIENI 4tiliilll EglE( II8� �� I I90ft MANUFACTURES SELECTED �3a� .. Il�li�l!I��ra�Ill��i�l�ll�lll °u ae YY a CONTRACTOR TO FLASH AND SEAL ALL WINDOW AND DOOR OPEPANGS PER THE MANUFACTURER'S RECOMMENDATION AND SHALL PROVIDE A COMPLETE WATER TIGHT SEAL. FLASHING NOTES: PROVIDE CORROSION-RESLSTIVE FLASHING IN THE EXTERIOR WALL ENVELOPE TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMIN G, iIP3G COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1, AT THE TOP OF ALL EXTERIOR WINDOWS AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK -PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING CONTINUOUSLAP OF NOT LESS THAN 1 116 INCH OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING. INCLUDING CORNERS, DO NOT REC,tUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. Z AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALL$, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONP.Y, WOOD OR METAL COPINGS AND SILLS. CMU OPTION: a. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SEAL FROM FACE OF BLOCK WALL EDGE TOFRAME EDGE OF WINDOW WITH DRYLOCK SEALANT 5, WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAMED CONSTRUCTION, d. AT WALL AND ROOF INTERSECTIONS, ADD SINGLE DOOR TO EXISTING BLOCK WALL 8-3 DETAIL NOT TO SCALE > ALLOW UNIT PUNCH HOLE IN CELL AT EACH SIDE IF OPENING AND FILL CELL SOLID WITH 2500 PSI CONCRETE EXTERIOR DOOR & WINDOW FLASHING ATTACH MINIMUM 3/4" P.T. BUCK STRIP THAT IS THE MINIMUM WIDTH OF DOOR FRAME USING .09-IX1 3/8" T- NAILS MAXIMUM 10" OC, CAULK DOOR FRAME MANUFACTURES RECC STEP ## SECURING PREHUNG TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOADS AND COMPRESSIONS RATINGS FOR YOUR JOB LOCATION. ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" SPACE BETWEEN BUCK AND DOOR JAMB BLOCK DOOR ATTACHMENT DETAIL ATTACH MINIMUM 3/4" P.T. BUCK STRIP THAT IS THE MINIMUM WIDTH OF YOUR WINDOW FRAME USING .091 X 1 3/8" T- NAILS MAXIMUM 10" OC CAULKED WINDOW PEF WINDOW MANUFACTURE RECOMMENDATIONS Ti LOAD AND COMPRES; FOR YOUR JOB LOCA' NOT TO SCALE SECURING WINDOW TO BUCK STRIPS PER YOUR MANUFACTURES INSTRUCTION TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION. ALL ANCHOR SCREWS MUST PENETRATE BLOCK WALL A MINIMUM OF 1 1/4" AND THERE SHALL BE A MAXIMUM 1/4" C AND WINDOW FRAME BLOCK WINDOW ATTACHMENT DETAIL NOT TO SCALE �0p1 Ikj� T.L,=,40N P.E. E Np. 39654 P. >1 1"i28, D,4CITY, FC IA4-* � WfQF �* I HERBY CER i" ��4T AN � DPECIFICATIONS WERE PREPAi°�1t ° ECT SUPERVISION ARE IN COMPLI CTION I�o09 OF THE FLORIDA BUILDIN ION AND ASCE 7-16 FOR 139 MPH WIND Z RY II AND THE ENTIRE 2020 BUILDING: CODE RE ID' NTIAL 7 TH EDITION 0 D m r 0 N Q ul Q O CD Q Q d) z O ul _�-- u 0 Q Z r � O N O lu O z Lu ff FG 40Fro I —