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HomeMy WebLinkAbout4769 Silver CirGENERAL NOTES DESIGN REQUIREMENTS WIND DESIGN LOAD INFORMATION - (PER FBC 2023 8th EDITION CH16, REF. ASCE 7-22) BASIC WIND SPEED (Vint) = 139 MPH (3 SECOND GUST) (Vasd) = 108 MPH (3 SECOND GUST) BUILDING CATEGORY = II (ASCE 7-22) WIND EXPOSURE(ALL SIDES) =B (ASCE 7-22) INTERNAL PRESSURE COEFFICIENTS (ASCE 7-22) ENCLOSED BUILDINGS = +/-0.18 PARTIALLY ENCLOSED BUILDINGS = +/-0.55 (NOTE: COEFFICIENTS FOR PARTIALLY ENCLOSED STRUCTURES ARE APPLIED WHEN DESIGN OF MEMBER(S) FALLS UNDER ASCE 7-22 DEFINITIONS CLASSIFYING AS SUCH) ALL COMPONENTS AND CLADDING NOT SPECIFIED ON PLANS SHALL BE DESIGNED TO WITHSTAND THE FOLLOWING PRESSURES (ASD): FOR WALL LOCATIONS: +21.2 PSF, -28.3 PSF FOR ROOF LOCATIONS: +12.2 PSF, -49.9 PSF MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1500 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8. HOOKS AT TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND BEAM AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND BEAM. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. ALL THREADED RODS USED AS ANCHOR BOLTS TO BE F1554 GRADE 36. w 11-1�11rr-. TUCK POINT ALL CRACKED MORTAR JOINTS & PROVIDE EPDXY FILL AT ALL CRACKED BLOCKS TO REMAIN G.C. TO SHORE ALL ROOF/ FLOOR FRAMING AS REQ'D. BEFORE REMOVAL OF LOAD BEARING WALL. I ABBREVIATIONS I GUTHRIE RESIDENCE 4769 SILVER CIRCLE ZEPHYRHILLS, FL 33541 A.B. Anchor Bolt Epx. Epoxy P.L. Parallam Abv. Above Ext. Exterior PLF Pounds per linear foot A/C Air -Conditioner Exist. Existing Pit. Plate Ad'. Adjustable F.B.C. Florida Bldg. Code PSF Pounds per square foot A.F.F. Above Finished Floor F.B.C.R. Florida Bldg. Code Resid. P.T. Pressure Treated A.H.U. Air Handler Unit F.F. Finished Floor Pwd. Powder Room Alum. Aluminum F.G. Fixed Glass Reinf. Reinforcement Approx. Approximate Fir. Floor Ref. Refrigerator B.F. Bifold Door Fnd. Foundation Req'd. Required B.F.F. Below Finished Floor F/P Fireplace R & Sh Rod and Shelf Bot. Bottom Ft. Foot / Feet S.D. Smoke Detector B.P. Bypass door Ftg. Footing Sh. Shelves Brg. Bearing F.V. Field Verify S.H. Single Hung Bldg. Building Galy. Galvanized S.L. Side Lights Cant. Cantilever G.C. General Contractor S.P.F. Spruce -Pine Fir Cir. Circle G.F.I. Ground Fault Interrupter Specs. Specification CIg. Ceiling HB Hose Bibb Sq. Ft. Square Ft. Co. Carbon Monoxide H.C. Half Circle Sq. Square Col. Column Hdr. Hgt. Header Height S.Y.P. Southern Yellow Pine Comp. Conn. A/C Compressor/Heat Pump Connection Horz. Horizontal T.B.D. To Be Determined Cont. Continuous H.R. Horizontal Roller Temp. Tempered D Dryer Int. Interior Thk. Thick Dbl. Double Jal. Jalousie T.O.B. Top of Block Deco. Decorative K.S. Knee Space T.O.M. Top of Masonry Ded. Dia. Dedicated Outlet Diameter Lay. L.L. Lavatory Live Load T.O.P. T.O.W. Top of Plate Top of Wall Disp. Disposal L.T. Laundry Tub Trans. Transom Window D.L. Dead Load Max Maximum Typ. Typical Dti. Detail Manuf. Manufacturer UCL Under Cabinet Lighting D.W. Dishwasher M.C. Medicine Cabinet U.N.O. Unless Noted Otherwise Ea. Each Micro. Microwave Vert. Vertical Elec. Electrical Min. Minimum V.I.F Verify In Field E.W. Each Way Mono Monolithic W. Washer Embed. Embedment N.T.S. Not to Scale w/ With E.O.R. Engineer on Record Opt. Optional W.C. Water Closet Elev. Elevation O.S.B. Oreinted Strand Board W.H. Water Heater EQ. Equal Ped. Pedestal THIS REPAIR IS DESIGNED TO WITHSTAND 139 MPH (Vult) WINDS PER THE FLORIDA BUILDING CODE RESIDENTIAL 2023, 8th EDITION (REF. ASCE-7-22) AND IS CERTIFIED AS SUCH L0CA""1wUA"1`R PLAN 1 /81 f-11-011 BUILDING DATA • 2023 FLORIDA BUILDING CODE RESIDENTIAL, 8th EDITION • 2023 FLORIDA BUILDING CODE EXISTING, 8t' EDITION COMPLIANCE METHOD: WORK AREA CLASSIFICATION: REPAIR SCOPE OF WORD VEHICULAR IMPACT DAMAGE: • REMOVE AND REPLACE DAMAGED CMU BLOCK PER PLAN LEGEND TAG I SPECIFICATION HATCH INDICATES EXISTING WALLS TO REMAIN AREA OF WALL REPAIR, REFER TO DETAILS REMOVE & REPLACE DAMAGED VERTICAL GUIDE TRACKS FOR GARAGE DOOR AS REQ'D. AND REPAIR GARAGE DOOR BUCK PER DETAIL 3/02. REMAINING UNDAMAGED GARAGE DOOR COMPONENTS TO BE REMOVED & RESET/RE-ATTACHED AS REQ'D. #5 VERT. REINF. IN GROUT FILLED CELL REFER TO DETAIL 2/02 EXISTING WINDOW TO REMAIN EXIST. APPLIANCES TO REMAIN EXIST. 2868 DOOR TO REMAIN ALL WORK $HALT,. OOMPV WITH 0 t,:ILING CODES FLORIDA BUIL000 CCPE, NATIONAL ELECTRIO 0", 0 , AND THE ITY OF- �,F.PH RHILL ORDINANCES REVIEW DATE _, ...CITY OF ZEPKYRHIL PLAN EXAWINER AREA OF WORK SILVER CIRCLE NORTH SIDE KEY PLAN_ be -N 13 Y -7 & q ,5rlVei d ctzf� co}r� m 5e-cv� C� �1®®Illf��rr rya A NOS •�"' a�OG . • �� ' E ' 4 ' � � r��i : co No 513 v * - STATE OF ��ffflllli�t� APR 10 2024 SCOTTA. SANTOMALIRO, M.S.,P.E- FLORIDA REG. #65513 r m 00 M CV `10L N CV w a 0 oU)z Z Q O j� < w 2 ' N 0 CO IJ- F- O m w w till OWcM , --� W tb C) U WLU=�" Ica L11 > 2 F- W W(/� J .0 0 F' CL r bLU a- CDtN DESIGN DRAWN - — — - - SAM CHECKED SSPE — -- - JOB GC-GUTHRIE SCALE AS NOTED DATE 04.10.2024 01 SHT 1 OF 2 W i OF OPENING I NEW #5 VERT. INSTALLATION NOTE: 2 X 6 X 12 P.T. CENTER BUCK Q 1. INSTALLATION W/-EXIST. FTG. AND BOND BEAM AND )t DRILL A 3/4" DIAMETER HOLE (MIN. 6" DEEP) IN EXIST. BOND BEAM EXIST. FTG. AT THE LOCATION OF THE REBAR TO BE INSTALLED. INSTALL NO. 5 BAR INTO EPDXY HATCH INDICATES EXIST. FILLED HOLE (EPDXY TO BE SIMPSON STRONG BOND EPDXY OR EQUIVALENT. USE ROOF SYSTEM TO REMAIN UFAURERS INSTRUCTIONS). ASSURE THAT ALL DUST AND DEBRIS FROM RILL ARE a NG REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO APPLYING EPDXYSPECIFICATIONS, THEN GROUT \' XN. 3/8" DIA. ANCHOR --- FILLCELL.CELL.USE 25LLOW FMLAP SPLICE AT AR.ACTURER'S i ' 2 X 4 P.T. TOP BUCK- -- -- J � 2 X 6 P.T. BUCK EACH I EXIST. BOND BEAM TO REMAIN I SIDE OF OPENING ' (TYP. U.N.O:) i I i i PROVIDE (4) 3/8" DIA. J-BOLT W/ 5-1/2" EMBEDMENT (OR Z EXIST. 1/2" SAG -RESISTANT GYP. ,i ; i ;7,,,. i; t ! , . -' / ' � OPTIONAL 3/8" ALL THREAD ROD MIN. 5" EMBED. DRILL & EPDXY W/ SIMPSON SETT EPX.) AT EACH DOOR BRACKET, O BOARD @ CEILING TO I `, ',, ' `- ' f ' EACH SIDE OF DOOR PROVIDE 1 112" X 3/16" THICK WASHER � � REMAIN EXIST. BOND BEAM TO REMAIN i t i . ; , � � - 'i i I$T LINTEL TO RE IyIAIN , � ,, �, , WI EACH ANCHOR. (1 st BOLT TO BE E3" MAX. ABV. CURB, REST a i EQUALLY SPACED APPROXIMATELY 22" O.C.) — EXIST. CONC. LINTEL TO REMAIN— ':' -START BOLTS AFTER GARAGE CURB (8" MAX.) ° GARAGE F.F. ' I it< OHGD OPENING ' Ta 44�_ ! 1 "r GARAGE BUCK i REFER TO NOTE 1 ABV. ' � i d FOR INSTALLATION OF NEW #5 VERT. IN GROUT CONN. DETAIL '-0" ' , 1-1/2"=1 I i FILLED CELL ,� I i ' HATCH INDICATES EXIST. --' w n-a 14 CMU TO REMAIN 25" MIN. LAP (TYP.) NEW 5/8" (MIN.) TEXTURED CEMENTITIOUS FINISH AS REQ'D. TO MATCH EXIST. (TO MEET REQUIREMENTS OF ASTM C 926) — NEW VERT. REINF. BEYOND PER PLAN NEW 8x8x16 CONC. BLOCK AS REQ'D. — EXIST. FTG TO REMAIN ' (TYP.) EXIST- FOOTING TO REMAIN ' � 1 GRADE I,--- J1l ��� �Eilllii llCf-': li A,,%``�2��srf ®� i • E N•� SIP.Pd:. L es CO:' No 5 ••O WALL SECTION FRONT WALL ®® �, STATE OF REPAIR AREA �''-0 3 " • 3/8"=1'-0" 1/4"=1'-0" • � ����® •,aa a APR 10 2024 SCOTTA. SANTOMAURO, M.S.R.E. FLORIDA REG. #65513 o m N H N I` N WpJ w N LL � N N <W U W © �Z W z ¢�:�, OQ w [] _ � 4 �-- C- F_ w w U) r L() Lij U W M Z JCA W rt LL V U) W J �_ -S W W J = FZ W W C I;t N DESIGN DRAWN SAM__ CHECKED SSPE JOB GC-GUTHRIE SCALE AS NOTED DATE 04.10.2024 02 SHT 2 OF 2 THIS REPAIR IS DESIGNED TO WITHSTAND 139 MPH (VUit) WINDS PER THE FLORIDA BUILDING CODE RESIDENTIAL 2023, 8th EDITION (REF. ASCE-7-22) AND IS CERTIFIED AS SUCH.