6383 Back Forty Lp - Laserfiche WebLink

Browse Search

ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV - ABOVF MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE AFF - ABOVE: FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEET AHU -AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN F P(� N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TYPICAL TRUSS CONNECTOR REVISION 3� - A2 1ST FLOOR PLAN ALUM -ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 r` • �' T A 0 ELEVATION ENTRY PORCH ROOF UPDATE A3 2ND FLOOR PLAN AT - ALUMINUM THRESHOLD OC - ON CENTER 3�kr%`j J DO ``,�p U) A4 ROOF PLANti.� AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 FLORIDA BUILDING CODE 7TH EDITION 2020 UPDATE �� 2 `, o AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME ( ) A4.1 2ND FLOOR FRAMING &ROOF PLAN i BFE - BASE FLOOD ELEVATION OPP - OPPOSITE 1.6 GALLONS 5.0 ADDING K, L, M ELEVATIONS A5 EXTERIOR ELEVATIONS ; . Lo BM - BEAM OPT - OPTIONAL A6 1ST FLOOR ELECTRICAL PLAN BLK - BLOCK OH - OVER HANG 6.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX A6.1 2ND FLOOR ELECTRICAL PLAN � ' wJl�oGS 2. WATER -FLOW RATE. � ,� • � ¢ BLDG - BUILDING OH CABS- OVERHEAD CABS SNO STRUCTURAL NOTES �'/ BIRD - BOARD PNT - PAINT FINISH 9 PUBLIC FACILITIES LAV 0.5 G.P.M. SN1 STRUCTURAL NOTES 44 Z BRIG - BEARING PTD - PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. F°' -�' -` W S3M FOUNDATION DETAILS BTM - BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S4 FRAME WALL DETAILS O BUC - BUILT UP COLUMN PERF -PERFORATED 0 CAB -CABINET PLT • PLATE 3. ALL PLUMBING WATER LINES S5 ROOF FRAMING DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S6 WALL SECTION DETAILS CLG - CEILING PKT -POCKET SS RETRO FIT DETAILS W CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO ST STAIR DETAILS o CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S11 PRECAST DETAILS z CL - CENTERLINE PSI - POUNDS PER SQUARE S12 PRECAST DETAILS COL - COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.0 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA1.1 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES PA1.2 PRODUCT APPROVAL 0> p o U CONT -CONTINUOUS OR CONTINUES REINF -REINFORCING CHAP. 3 PA1.3 PRODUCT APPROVAL 0 M cq CTR -CENTER REQD - REQUIRED PA1.4 PRODUCT APPROVAL ,� H co CJ - CONI ROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 PA1.5 PRODUCT APPROVAL - ) M U M DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.0 HURRICANE SHUTTERS E c C DTL - DETAIL RS - ROUGH SAWN SH 1.1 HURRICANE SHUTTERS .� 6 : DIA - DIAMETER SC - SOLID CORE Q GUARDRAILS - CHAP. 3 -p u o o Q SH 1.2 HURRICANE SHUTTERS �_ � � Q [:]STAIRS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS N V w - H DIM -DIMENSION SCP -SCUPPER SH 1.4 HURRICANE SHUTTERS •� ` � E ^ � � DISCON-DISCDNNECT SCRN -SCREEN DW - DISHWASHER SIM - SIMILAR DR - DOOM SHLVS -SHELVES Q CHIMNEY & FIREPLACE SH 1.5 HURRICANE SHUTTERS � c a DBL - DOUI3LE S/R - SHELF & ROD CHAP. 10 WP1.0 WATERPROOFING DETAILS DWG - DRA\VING SH - SINGLE HUNG WINDOW WP2.0 WATERPROOFING DETAILS EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS WP2.1 WATERPROOFING DETAILS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET EQ - EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS � EQUP - EQUIPMENT STD -STANDARD STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS � EXP JT - EXPANSION JOINT STL -STEEL AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE EXT - EXTERIOR STRUCT -STRUCTURAL ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR FIN FLR - FINISHED FLOOR TEMP -TEMPERED SITE INSTALLATION. t� FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA `� G FG -FIXED GLASS TOC -TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, �, ✓ FD - FLOUR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE �i FLR -FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS w° w w 2 o 0 FIR DR - FRENCH DOOR VAC -VACUUM W t1I W w o m a m a a Y z o z GALV - GALlANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS INTERIOR & EXTERIOR AND WITHIN 18" OF GA -GAUGE VERT -VERTICAL FLR TO BE TEMPERED GLASS. (SECTION R308) I- 'o w z w - z z a ( ) Q � Z LL Ii - Z � ,� F- GB -GRAB BAR VIF -VERIFY IN FIELD C'1 O O _j 0 CL z Y O Z z o w U a O O�OOm Z U LL O� GFI / GFCI- GRCIUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: fn Z ¢ p w O W - W z o Qa. GLS -GLASS V -VOLT o¢ o° a z GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: ~ GYPBRD - GYPSUM BOARD WH - WATER HEATER HD - HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF / R HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD / , _ HB - HOIcE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. 11j N HC - HANDICAP WDW - WINDOW FURRING\ INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD w INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: 0 � LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING S2 = ti LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING O LGT - LIGHT _� O O MAX - MAXIMUM A.5. DOOR OPENINGS: M O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q J U') MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED a LL IT MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR Q W Q l MC - MEDICINE CABINET FRAME MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER ~ W IZ M OF DOOR 000 A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH Z V SURFACE TO FINISH SURFACE SYMBOL. LEGEND. A.6.1.EXAMPLE: 3-0 CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER Z B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND W 0 �A = STAIR CALL OUT HEIGHT OF SHEET NUMBER PLUMB. J 0 -STEP DOWN 1 C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: \\ INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES FOOTING NG OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C = SEE FOOTING SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR 0 = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - A9 ELEV NUMBER ARROW SHOWS UNLESS OTHERWISE NOTED PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OUT -SEE SCHEDULE ENTEL ELEVAETERIOR TION MARKER 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED l� ELEV NUMBER SHEET NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT - LEDGER SCHEDULE SEE 4 2 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND A15 LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE 3 ARROW SHOWS DRAWINGS. DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER ® o 0 0 0 N N 'W � N N a a O o o 0 0 an N Z N 1 o o a o 0 0 W I 1 Cr Z JUN 2 7 2073 .� ZW O w Woz O U E N NARSW U U O OFa CL Virtual Review Assist. Inc. Z W n✓ m for clans Review completed and ~ �W¢ mpliance with the 2020 FBC 7 h E etion i� O � � p L E N N A R TA M PA DIVISION by Debra Anne Klahr PX2300 4600 W CYPRESS ST SUITE 200 ` 1 NOTICE TO BUILDER &ALL SUBCONTRACTORS UD 2 o zwo TAM PA, FL 33607 o Z 0 gzx IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Lo Z 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING z �� LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL 0 SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE W COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR ¢ MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL C S W CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE N o 2216 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE N LAST PLOT DATE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > . . May 5, 2023 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE O DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. ,ammo,., , j COVER SHEET