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Home My WebLink AboutGENERAL NOTES, DETAILS AND ELEVATIONABBREVIATIONS: AB ANCHOR BOLT MATL MATERIAL AFF ABOVE FINISHED FLOOR MAX MAXIMUM ADJ ADJACENT MECH MECHANICAL ARCH ARCHITECTURAL MIN MINIMUM BLDG BUILDING NTS NOT TO SCALE BM BEAM O.C. ON CENTER BOT BOTTOM OPT OPTIONAL BRG BEARING OSB ORIENTED STRAND BOARD CJ CONTROLJOINT PLY PLYWOOD CL CENTERLINE PSI POUNDS PER SQUARE INCH CMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT COL COLUMN PT PRESSURE TREATED CONC CONCRETE REINF REINFORCEMENT COND CONDITION READ REQUIRED CONT CONTINUOUS RO ROUGH OPENING CONST CONSTRUCTION RTU ROOF TOP UNIT CLG CEILING SCH SCHEDULE DBL DOUBLE SHTHG SHEATHING DIA DIAMETER SIM SIMILAR DR DOOR SMS SHEET METAL SCREWS DWG DRAWING SP SOUTHERN YELLOW PINE EA EACH SPF SPRUCE PINE FIR E1 EXPANSION JOINT STL STEEL ELECT ELECTRICAL STR STRUCTURAL FOR ENGINEER OF RECORD SGD SLIDING GLASS DOOR EQUIP EQUIPMENT SQ SQUARE FF FINISH FLOOR T&G TONGUE AND GROOVE FT FOOT/ FEET TOB TOP OF BEARING GA GAUGE TYP TYPICAL GC GENERAL CONTRACTOR UNO UNLESS OTHERWISE NOTED GYP GYPSUM VERT VERTICAL HGT HEIGHT W/ WITH HORIZ HORIZONTAL WIC WALK IN CLOSET HB HOSE BIB WD WOOD INS INSULATION WWF WELDED WIRE FABRIC KSI KIPS PER SQUARE INCH W/o WITHOUT MAS MASONRY WDW WINDOW Sheet List Page No Sheet Name Sheet Number Current Revision 1 General Notes, Details, and Elevation S0.1 2 Existing and Proposed Floor Plans S1.1 SCOPE OF WORK 1. REPLACE EXISTING POSTS AND GUARDRAIL PER PLAN AND SPECIFICATIONS. GENERAL NOTES: 1. DESIGN CODE A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES. THESE DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: a. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION, BUILDING, FBC. b. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION, EXISTING BUILDING, FBC-EB. C. 2020 FLORIDA BUILDING CODE, SEVENTH EDITION, RESIDENTIAL, FBC-R. 2. DESIGN CRITERIA A. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE FOLLOWING REFERENCED DOCUMENTS: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FOREST AND PAPER ASSOCIATION (AFPA) 2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 3. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS. 3. DESIGN LOADS A. FLOOR LOADING: a. DEAD LOAD 10 PSF b. LIVE LOAD 40 PSF C. LIVE LOAD (BALCONY/STAIRS) 60 PSF or 300 LB POINT LOAD B. GUARDRAIL/HANDRAIL 50 PLF AND 200 LBS IN ANY DIRECTION (NON -CONCURRENTLY) 4. STRUCTURE SPECIFICATION A. BUILDING OCCUPANCY CATEGORY: II B. CONSTRUCTION TYPE: V-B C. OCCUPANCY CLASSIFICATION: R-2 D. WIND SPEED a. ULTIMATE (LRFD) = 160 MPH b. ALLOWABLE (ASD) = 124 MPH E. WIND EXPOSURE CATEGORY: D F. ENCLOSURE CLASSIFICATION: OPEN G. INTERNAL PRESSURE COEFFICIENT: +/-0.00 H. WIND-BORNE DEBRIS AREA: YES 1. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE. 5. PROJECT REQUIREMENTS: A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES. B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF CONSTRUCTION, INCLUDING ALL STATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION. D. THE ARCHITECT/ ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES. E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS, LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC. F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS. G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS. H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE. DEMOLITION NOTES 1. PLANNING AND EXECUTING OF DEMOLITION SHALL BE DONE IN ACCORDANCE WITH APPLICABLE ANSI-A10 STANDARDS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL CODE AND ORDINANCES. 3. CONTRACTOR SHALL TAKE APPROPRIATE MEASUREMENTS IF LEAD -BASE PAINT OR ASBESTOS IS FOUND OR SUSPECTED TO BE ON THE AREAS TO DEMOLISH. 4. CONTRACTOR SHALL TAKE MEASUREMENTS TO MINIMIZE THE AMOUNT OF DUST CREATED, THE POTENTIAL RELEASE OF MOLD INTO THE ATMOSPHERE, AND THE AMOUNT OF VIBRATION PRODUCED THAT MIGHT AFFECT SURROUNDING STRUCTURES OR THE OPERATION OF NEARBY EQUIPMENT. 5. ERECT AND MAINTAIN TEMPORARY BRACING, SHORING, LIGHTS, BARRICADES, SIGNS AND OTHER MEASURES AS NECESSARY TO PROTECT THE PUBLIC, THE WORKERS AND ADJOINING PROPERTY FROM DAMAGE FROM DEMOLITION WORK. 6. PROTECT ALL EXISTING AREAS AND UTILITIES THAT ARE NOT TO BE DISTURBED. 7. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. 8. IN CASE OF ANY DISCREPANCIES BETWEEN PLANS AND EXISTING FIELD CONDITIONS. NOTIFY ENGINEER. 9. ALL MATERIALS TO BE REMOVED FROM SITE AND DISPOSED OF IN AN APPROVED MANNER. BURYING OF TRASH AND DEBRIS ON THE SITE IS NOT PERMITTED. 10. REMOVE AND REPLACE ALL ROTTEN, DECAYED OR DAMAGED WOOD FROM EXISTING STRUCTURE. 11. DURING DEMOLISHING DISCOVERY, ANY MATERIAL THAT IS DAMAGED FROM AGE, WATER, WIND ETC., INCLUDING BUT NOT LIMITED TO ALL CORRODED OR RUSTED METAL, WATER DAMAGED MATERIALS, OR ROOFING MATERIALS TO BE REPLACED. 12. ANY DAMAGE TO EXISTING FIRE RATED PARTITIONS, SHAFTS OR FIRE PROTECTION SURFACES TO BE REPAIRED TO COMPLY WITH REQUIRED FIRE PROTECTION CODES. WOOD FRAMING COMPONENTS: LUMBER 1. MATERIALS A. ALL WOOD AND WOOD CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN THE DESIGN CRITERIA: B. LUMBER SHALL BE IN ACCORDANCE WITH THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. C. LUMBER 2" OR LESS IN NOMINAL THICKNESS SHALL NOT EXCEED 19% IN MOISTURE CONTENT AT THE TIME OF INSTALLATION AND SHALL BE STAMPED "S-DRY", "K-D", OR "MC15". ALL LUMBER SHALL BE S4S. D. ALL FRAMING MEMBERS SHALL BE SOUTHERN PINE #2 GRADE OR BETTER. 2. EXECUTION A. WOOD FASTENING SHALL BE SPECIFIED IN THE DRAWINGS. B. FASTENING NOT SPECIFICALLY IDENTIFIED ON DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE. C. ALL LUMBER IN CONTACT WITH CONCRETE/MASONRY/DIRT OR EXPOSED TO THE WEATHER SHALL BE NATURALLY DURABLE MATERIALS OR PRESSURE TREATED. FASTENERS: 1. MATERIALS A. WOOD CONNECTORS AND HOLD-DOWNS SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. B. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. C. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS: a. WOOD TREATED WITH DOT SODIUM BORATE - MINIMUM G90 ZINC COATING b. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE (NON -DOT) - MINIMUM G185 ZINC COATING C. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIER d. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD e. SEE CHART BELOW FOR NAIL SIZE CONVERSION WITH CONNECTOR CHARTS. • TYPE DIAMETER • 8d COMMON 0.131" • 10d / 12 COMMON 0.148" • 16d COMMON 0.162" 2. EXECUTION A. HANGARS AND FRAMED COMPONENTS SHALL BE FURNISHED BY THE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND INSTALLATION. B. ALL PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS / SCREWS / ANCHORS INSTALLED IN ACCORDANCE WITH THE CONNECTOR SCHEDULE AND MANUFACTURERS SPECIFICATIONS, FULLY DRIVEN. C. ALL SOLE PLATES SHALL BE AS DESCRIBED HEREIN AND SHALL MEET THE FOLLOWING: a. ALL ANCHOR BOLTS SHALL HAVE 2"x2"xi/$" PLATE WASHERS UNLESS NOTED OTHERWISE. b. BOLTS SHALL BE LOCATED AT CORNERS AND JAMBS AND WITHIN 6" OF EACH END OR JOINT IN PLATE. C. PLATES LESS THAN 20 INCHES IN LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE MIDDLE THIRD OF THE PLATE LENGTH. d. SLEEVE ANCHORS AND EXPANSION ANCHORS ARE NOT PERMITTED AT EXTERIOR WALLS. D. REFER TO THE SOLE PLATE ANCHORAGE SCHEDULE ATTACHMENTS OF PLATE TO CONCRETE OR MASONRY. 2x6 P.T. CAP W/ (2) #10 SCREWS PER POST & #8 SCREWS TO TOP RAIL AT 12" O.C. MAX. 2x8 P.T. TOP RAIL W/ (2) #10 SS SCREWS PER POST 44 P.T. POST AT 4' ON CENTER MAX 2x2 P.T. PICKETS SPACED TO REJECT 4" SPHERE W/#8 SCREWS TO TOP AND BOTTOM RAILS 2x4 P.T. BOTT. RAIL W/ (2) #10 SS SCREWS TO POST (2) 5/8" x 6" LAG BOLTS TO (2) 2x8 BENT (2) 5/8" x 6" LAG BOLTS TO EXIST. PIER Typical Guardrail Section I " = 1 '-0" EXISTING SCREEN ENCLOSURE IN Guardrail Elevation :3/4" = 1'-0" 0'-03/4"J (2) 5/8" x 6" LAG BOLTS WITH WASHERS TO EXISTING PIER io M GUARDRAIL SHALL RESIST LOADS SPECIFIED IN GENERAL NOTES UNDER DESIGN LOADS AS WELL AS THOSE SPECIFIED IN FBC 1607.8 (2) #10 SS 3" SCREWS AT EACH 2x6 PLANK, TO EXISTING 2x8 STRINGERS, TYP. EXIST. PIERS GUARDRAIL TO BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 LBS APPLIED AT ANY POINT IN ANY DIRECTION. 44 PT SP POST, DO NOT NOTCH POST SEE SECTION Spaced to Reject ,4" Sphere / SPICKETS ECTION PER 3'- 0 GATE (2) 5/8" x 6" LAG BOLTS WITH WASHERS AT EACH POST EXISTING WOOD PIERS t SURE AND GUARDRAIL TO PLACED EXISTING WOOD PIERS Project Number: 21FO18 a c 0 U G! 0 z O un Q ~ N Q0 \ Cc o a m L Li W o V) z W W N Q w N c~ O DC MATTH EW 7:24-29 �.� 19 J Z Ln Im O W o (D L0 0) Z W Ln cn N Z (3) > J 0) w rA _ ly LL � _ Z U �i1 C7 cv CO= o cD M �UI'DZ W w Q rn LU ■ Q E m J WU Z 0 ^ _ Q w v O > @J Z 0 Ln U_ L Z °°�O ,, o O �oZ � ow � w0 �aU - w Q U'.-, o Z � a `� :°� 11t11IIIt" -, 1 Z I Q W J LL W m ❑ 0 Z ❑ U Z 0) � C))_ Q Q J z O Z U H General Notes, Details, and Elevation SO. 7 1 OF 2 F en- Project Number: 21FO18 EXISTING RAILINGS EXISTING 4A POST \-- ADJACENT UNIT Existing Floor Plan 1 /4" = 1 '-0" ADJACENT UNIT Proposed Fluor Plan 1 /4" = V-0" EXISTING POSTS AND n rrri^-rrn n nrn a, v 0 c 0 Ai U d 0 6 z JG POSTS AND ~ GS TO BE REPLACED O Q fV JG 2x8 BENT TO BE E D 00 w o a m V� QcoLU M N z UJ ?: U-J N — f— N CC 0 W Or- MATTH EW 7:24-29 0 Z t It m O LU W O D 110 z LLJ Z Ql > rO rn w ® (V w Z UJN m = o 0 M U (�D Z Z w Q M w ■ > w N W U = 0° Zi z 0 _ L > O0 ire w Lrn z Ln — Uo O LL- � 00 ~� z D V) a° z Q ry Lw 1 J Q w X rn �t rn M z O U w U Z) J N Q w ■ _J LL w ❑ Q Z Q z J m� W Z ❑ U 0) z O z_ _ U H 2 Existing and Proposed Floor Plans ZOF Z I Ln N r-I M c-i N O N c-I 00