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HomeMy WebLinkAboutBuilding plansNOTES GENERAL CONSTRUCTION NOTES 1. ALL WORK UNDER THIS PERMIT SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE FLORIDA BUILDING CODE, LATEST EDITION, AND ALL OTHER APPLICABLE GOVERNING CODES AND REGULATIONS HAVING JURISDICTION. F.B.C. 2020 EDITION AND ALL LATEST REVISIONS 2, AS A PREREQUISITE FOR ELIGIBILITY TO BID UNDER THIS CONTRACT, ALL BIDDERS ARE REQUIRED TO CONDUCT AN ON SITE INVESTIGATION OF EXISTING CONDITIONS TO BECOME FAMILIAR WITH THE NATURE AND SCOPE OF WORK. THE BASE BID SHALL REFLECT ANY MODIFICATIONS TO SYSTEMS AND DEVICES REQUIRED BY STATE AND LOCAL CODES OR LANDLORD REQUIREMENTS. SUBMISSION OF A BID CONSTITUTES CERTIFICATION THAT SUCH ON SITE INVESTIGATION HAS BEEN CONDUCTED. FUTURE CLAIMS FOR ADDITIONAL LABOR, EQUIPMENT AND/OR MATERIALS TO ADDRESS ANY DIFFICULTIES WHICH SHOULD HAVE BEEN DETECTED DURING PRE -BID INVESTIGATION OF EXISTING CONDITIONS SHALL BE DENIED. 3. PRIOR TO STARTING CONSTRUCTION, CONTRACTOR SHALL MEET WITH LANDLORDS DESIGNATED REPRESENTATIVE TO DISCUSS PROCEDURES AND REQUIREMENTS FOR ACCESS TO SITE, WORK HOURS, PARKING, DELIVERIES, REMOVAL OF CONSTRUCTION WASTE AND DEBRIS, TEMPORARY BARRICADES AND GENERAL OPERATIONS WHICH MAY NEED TO BE COORDINATED. 4. CONTRACTOR SHALL PROVIDE AND INSTALL A MINIMUM OF ONE FIVE POUND "ABC' TYPE U.L. LISTED FIRE EXTINGUISHER FOR EVERY 2,500 SQ. FEET OF OFFICE AREA. LOCATION SHALL BE APPROVED BY FIRE MARSHALL PRIOR TO INSTALLATION. 5, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST PRACTICES OF THE CONSTRUCTION TRADES IN A PROFESSIONAL WOKMAN-LIKE MANNER. ANY WORK NOT CONFORMING WITH THESE STANDARDS SHALL BE REJECTED BY THE ARCHITECT AND CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 6. THE CONTRACTOR SHALL WARRANTY ALL LABOR AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION. 7. ALL MATERIALS FURNISHED BY THE CONTRACTOR SHALL BE NEW AND SHALL BE STORED IN SUCH A MANNER AS TO PROTECT THEM FROM THE ELEMENTS AND FROM ANY DAMAGE. 8. ALL WOOD MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. 9. ALL WOOD BLOCKING WITHIN FIRE RATED DEMISING WALLS, METAL FRAMED WALLS AND ABOVE FINISHED CEILING SHALL BE FIRE LABELED WOOD WITH A MINIMUM FLAME SPREAD RATING OF 25. 10. CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS AND SPECIFICATIONS PROVIDED BY EQUIPMENT MANUFACTURERS AND SUPPLIERS PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL KEEP WORK AREAS CLEAN AND REMOVE ALL CONSTRUCTION DEBRIS FROM THE SITE. CONTRACTOR SHALL EMPLOY REASONABLE MEASURES TO PROTECT THE EXISTING PREMISES FROM DAMAGE AND SHALL BE LIABLE FOR ANY NEEDED REPAIRS. DEMOLITION NOTES 1. NOTIFY AFFECTED UTILITY COMPANIES BEFORE STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS. 2. CONFORM TO APPLICATION CODE FOR DEMOLITION OF STRUCTURE, SAFETY OF ADJACENT STRUCTURE, DUST CONTROL. 3. DURING DEMOLITION CONTRACTOR SHALL NO OBSTRUCT ANY ACCESS PATHS (CORRIDORS, HALLWAYS, DRIVEWAYS, STREETS, SIDEWALKS, HYDRANTS ETC....). 4. CONFORM TO PROCEDURES APPLICABLE WHEN DISCOVERING HAZARDOUS OR CONTAMINATED MATERIALS (MOLD, ASBESTOS, LEAD PAINT ETC....). 5. REMOVE AND PROMPTLY DISPOSE OF CONTAMINATED, VERMIN INFESTED, OR DANGEROUS MATERIALS ENCOUNTERED. 6. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS, AND SECURITY DEVICES AT DEMOLITION AREAS. 7. CONDUCT DEMOLITION TO MINIMIZE INTERFERENCE WITH ADJACENT STRUCTURES AND OR OCCUPANCIES. 8. CEASE OPERATION IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. NOTIFY AUTHORITIES HAVING JURISDICTION (ARCHITECT OR ENGINEER OF RECORD). 9. CONDUCT OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES, MAINTAIN PROTECTED EGRESS AND ACCESS AT ALL TIMES. 10. DISCONNECT, REMOVE, CAP AND IDENTIFY DESIGNATED UTILITIES WITHIN DEMOLITION AREAS. 11. REMOVE MATERIALS TO BE RE -INSTALLED OR RETAINED IN MANNER TO PREVENT DAMAGE, RESTORE ITEMS IF NEEDED. STORE AND PROTECT SUCH ITEMS IN AREA(S) DESIGNATED BY THE OWNER. 12. DO NOT BURN OR BURY MATERIALS ON SITE. LEAVE SITE IN CLEAN CONDITION. 13, REMOVE DEMOLISHED MATERIALS FROM SITE. PROJECT NAME _ zp M LL E Ha yward Residence aj _^1 5211 Silver Oak Dr. Fort Pierce, FL 34982 v W Q. E \�\\\� \ Lu ni J LOCATION MAP PROJECT PROFESSIONALS SHEET INDEX W :' Ialande v SSOi'ie s DADS REPAIRS Yn Ialande v SSOi'ie s DADS REPAIRS Yn Y , dh y� ai R ENGINEER OF RECORD PERCY MALPARTIDA NUNEZ 8046 SW 22nd COURT DAVIE, FL 33324 Tel: (561) 255-7275 (561) 236-9970 pemn2l@gmail.com PERCY MALPARTIDA NUNEZ P.E. 77935 DESIGN PROFESSIONAL 1.0 TITLE SHEET 2.0 PLAN z w w 00 m co J u- 0- 6 Lu 0 a U a i u z = � u, C) u Q c F J O U a� C) > W U) REVIEWEOR CODE CO9A I'ANCE ST. LUCWXU�TY w BOAC y REVISIONS: File COPY PERCY MALPARTIDA NUNEZ 8046 SW 22nd COURT DAVIE, FL 33324 Tel: (561) 255-7275 (561) 236-9970 pemn21©gmail.com PERCY MALPARTIDA NUNEZ P.E. 77935 JOB NO. ES-21-007 DATE: 03.04.21 SHEET NO. 1.0 owns� DESIGN PARAMETERS FOR WIND LOAD COMP LANCE 1. BUILDING CATEGORY II 2. FLORIDA BUILDING CODE 2020, 7TH EDITION & ASCE 7-16 3. BUILDING DESIGN IS ENCLOSED 4. MEAN ROOF HEIGHT IS 10.5' 5. ROOF PITCH 4/12 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 3.0' 8. WIND SPEED: (Vult) 160 MPH 3-SECOND GUST (Vasd) 123.9 MPH 3-SECOND GUST 9. WIND EXPOSURE CLASSIFICATION: B 10. SHEAR WALLS WERE CONSIDERED 11. A CONTINUOUS LOAD PATH WAS PROVIDED 12. COMPONENT & CLADDING DETAILED 13r MINIMUM SOIL BEARING PRESSURE 1S 2000 PSF PRESUMPTIVE (SEE ENGINEERING & TESTING SOIL REPORT) COMPONENT & CLADDING PRESSURES ASCE 7-16 (160 MPH - EXP. 'B'- Vasd) ROOF SLOPES 4112 (HEICHT < fO.s') EFFECTIVE AREA (SQ. FT.) ZONE 0 < 10 11 < 20 21 < 50 51 < 100 101 < 500 1 +15.9 -25.3 +14.5 -24.6 +12.6 .23.7 +11.2 -22.9 LL 2 +16.9 -44.0 +14.5 -40.5 +12.6 -35.8 +11.2 -32.3 00 3 +15.9 -44.0 +14.5 -40.5 +12.6 -35.8 +11.2 -32.3 J 4 +27.6 -30.0 +26.4 -28.7 +24.7 -27.1 +23.0 .26.3 +20.6 -22.9 5 +27.6 .37.0 +28.4 -34.5 +24.7 -31.2 +23.0 -27.7 +20.6 -22.9 a I END ZONE 5 WITHIN A DISTANCE OF 3.0' FROM BUILDING/ROOF CORNERS = (a) a a a a GABLE I HIP ROOFS 100< 0 < 30° h < 10.5 ft ROOF WIND DESIGN ZONES SCALE: NETS WALL WIND DESIGN ZONES SCALE:NTS ;OOF EXISTING ROOF ASSEMBLY TO REMAIN T.O. EXIST. BEARING EXISTING ALUMINUM SOFFIT TO REMAIN II �I REPLACE DAMAGED INSULATION AS REQUIRED WITH NEW R-11 MIN. EXISTING 2x4 FRAME WALL TO REMAIN, REPLACE DAMAGED FRAMING AS REQUIRED EXISTING TYVEK SHALL BE REMOVED, II` II NEW TYVEK INSTALLED, OVER EXISTING 'CDX' WALL SHEATHING TO REMAIN, REPLACE SHEATHING WITH NEW AS (` REQUIRED, NAILING PER STRUCTURAL ` I NOTES EXISTING SIDING SHALL BE CUT AND REMOVED, NEW JAMES HARDIE PLANKS INSTALLED PER MANUFACTURER'S PRODUCT APPROVAL I, II .� EXISTING CONC. FOUNDATION TO `�� REMAIN T.O. EXIST. SLAB EXIST. GRADE - I �_III-III I I ' L L TI1 1= l� II III III II III. � I I II EXISTING SIDING & FELT SHALL REMOVED I I II AT FRONT ELEVATION WALLS ONLY II II II III III --------- -_----------IJ LI--- --- L EXISTING SIDING &FELT SHALL REMOVED EXISTING SIDING &FELT SHALL REMOVED AT FRONT ELEVATION WALLS ONLY I J AT FRONT ELEVATION WALLS ONLY s1 TYP. WALL SECTION I 2,0 SCALE: TIMBER GENERAL NOTES: DESIGN LOADS FOR: 1. ROOF TRUSSES (AND FLOOR TRUSSES WHERE SPECIFIED) ARE TO BE HAYWARD DESIGNED BY FABRICATOR. THE FABRICATOR IS RESPONSIBLE FOR THE SUBMISSION OF SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL. THE SHOP DRAWINGS ARE TO INCLUDE THE FOLLOWING MINIMUM INFORMATION: ALLOWABLE LOADS FOR LUMBER AND PLATES; STRESS REDUCTION FACTOR FOR PLATES; TOP AND BOTTOM CHORD DESIGN LOADS IN PLR SIZE GAUGE AND EXACT LOCATION BY DIMENSION OF PLATES; SIZES AND LOCATIONS. OF TOP AND BOTTOM CHORD BRACING REQUIRED; LUMBER SPECIES AND GRAVITY LOADS ROOF FLOOR ADDITIONAL LIVE LOAD 30 PSF 40 PSF DEAD LOAD 25 PSF 45 PSF TOTAL 55 PSF 85 PSF GRADE USED; MANUFACTURER AND MODEL NUMBER OF FRAMING JURISDICTION: SAINT LUCIE COUNTY BLDG. DEPT. CONNECTIONS TO BE USED; NAME AND TRADEMARK OF PLATE MANUFACTURER AND TRUSS FABRICATOR; PROJECT NAME AND CODE: 2020 7th EDITION OF FLORIDA BUILDING LOCATION; STAMP AND SIGNATURE OF SPECIALITY ENGINEER -. _ -- _ CODE & ASCE 7-16 - RESPONSIBLE FOR THE DESIGN. THIS REVIEW AND APPROVAL IS FOR - - GENERAL CONFORMANCE WITH THE DESIGN INTENT AND DOES NOT SECTION DETAIL KEY RELIEVE THE FABRICATOR OF ANY LIABILITY FOR ERRORS OR OMISSIONS IN THE FABRICATION OR INSTALLATION OF THESE TRUSSES. NUMBER OF SECTION CUT 2. ALL COMMON FRAMING LUMBER IS TO MEET THE FOLLOWING MINIMUM SPECIFICATIONS AT 19% MOISTURE CONTENT; 2X4,2X6,2X8,2X10; 2X12; S-X.X #2 SOUTHERN YELLOW PINE, FB=115OPSI, FT=675PSI, FC=565PSI SHEET NUMBER WHERE SECTION (PERPENDICULAR) AND 1550PSI (PARALLEL), E=1,400,000 IS FOUND 3. ALL WOOD FRAMING IS TO BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE ' AMERICAN INSTITUTE FOR TIMBER FLOOR ELEVATION LEGEND CONSTRUCTION, AMERICAN WOOD PRODUCTS ASSOCIATION, AMERICAN PLYWOOD ASSOCIATION AND U.S.D.A. 4. ALL WOOD IN CONTACT WITH CONCRETE IS TO BE P.T. ALL WOOD 1N LOCATION OF ELEVATION CONTACT WITH THE GROUND IS TO BE GROUND CONTACT APPROVED. ELEVATION 5. ROOf SHEATHING SHALL BE 19/32" THICK STANDARD CDX PLYWOOD, NAIL TO SUPPORT WITH BD RING SHANK NAILS © 6"C/C FOR EDGES AND 6"C/C FOR INTERMEDIATE SUPPORTS. EAVES AND OVERHANGS GENERAL NOTE: SHALL BE NAILED WITH SD RING SHANK NAILS Q 4'C/C FOR EDGES ALL INQUIRES, RFI'S, SHOP DRAWINGS, ETC SHALL BE SUBMITTED IN AND 4"C/C FOR INTERMEDIATE SUPPORTS. FORM BOARDS SHALL NOT WRITTEN, DIGITAL FORMAT VIA EMAIL. NO VERBAL COMMUNICATIONS BE REUSED ON ROOF DIAPHRAGM. FULL SHEETS OF PLYWOOD SHALL SHALL BE CONSIDERED FINAL AND ARE SUBJECT TO REVISION. BE USED WHERE EVER POSSIBLE. ROOFS IN THE TOWN OF PALM BEACH MUST HAVE LUMBER OR SOLID SHEATHING OF WOOD BOARDS 3/4" INCH THICK MIN. AND BE FASTENED WITH MIN. 10D COMMON OR 10D HOT DIPPED GALVANIZE BOX NAILS. EXISTING CONDITIONS NOTES: 6. PLYWOOD FLOOR SHEETING SHALL BE 3/4" THICK STANDARD CD 1. ALL NEW WORK IN EXISTING HOUSE SHALL BE FIELD INTERIOR GRADE WITH EXTERIOR GLUE, PANEL INDEX 24/2 VERIFIED. CHANGES/MODIFICATIONS MAY BE REQUIRED IF CONFORMING TO US PS-1 AND STAMPED WITH DFPA ACTUAL CONDITIONS ARE DIFFERENT THAN WHAT IS SHOWN GRADE -TRADEMARK, PLYWOOD SHALL BE NAILED TO SUPPORTS WITH OR IF DAMAGED DEFICIENT FRAMING IS FOUND. TYPICAL 10D COMMON NAILS AT 6"C/C FOR EDGES AND AT 12"C/C FOR ALL SHEETS. INTERMEDIATE SUPPORTS. 2. DRAWING REPRESENT THE FINISHED STRUCTURE AND DO 7. EXTERIOR WALL SHEATHING WHERE SHOWN SHALL BE A MINIMUM OF NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. 15/32" THICK CDX PLYWOOD. NAIL TO SUPPORTS WITH 8D RING THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE SHANK NAILS. NAIL SPACING SHALL BE IN ACCORDANCE WITH SHEAR WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL WALL SCHEDULE WHERE NOTED ON PLAN. IF NOT SCHEDULE, CONSTRUCTION MEANS, METHODS, PROCEDURES, SHEATHING IS TO BE NAILED 6"C/C EDGES AND FIELD. TECHNIQUES, SEQUENCE AND SAFETY. 3. G.C. AND HIS/HER PROFESSIONAL ENGINEER SHALL BE 8. IN GENERAL, THE FOLLOWING FRAMING NOTES SHALL APPLY; USE SOLELY IRRESPONSIBLE FOR ALL SHORINGBRACING DOUBLE STUDS UNDER OPENINGS LESS THAN 4'-0" WIDE AND TRIPLE STUDS UNDER OPENINGS 4'-0" WIDE AND LARGER. PROVIDE RIDGING REQUIRED FOR SAFETY AND STRUCTURAL STABILITY.. 4. GCSHALL FIELD VERIFY EXISTING BUILDING IS CONSISTING OF METAL CROSS (SIMPSON NC,NB, OR TB), 1X WOOD .. CROSS OR 2X SOLID WOOD BLOCKING AT 8'-0" MIN. FOR FLOOR SUPPORTED ON SHALLOW FOUNDATION PRIOR TO ANY WORK. IF PILES & GRADE BEAMS ARE ENCOUNTERED, JOIST SPANS 10'-0" OR LARGER AND AT 4'-0" FOR ROOF RAFTER E.O.R. SHALL BE NOTIFIED IMMEDIATELY. SPANS 8'-0" AND LARGER. PROVIDE DOUBLE JOIST UNDER PARTITIONS ABOYE WHICH ARE PARALLEL TO JOIST SPAN. PROVIDE SOLID BLOCKING (2X DIMENSION LUMBER) OF MEMBERS IN THE SPAN. THE NUMBER OF WALL STUDS AT THE BEARING POINTS OF MULTIPLE BEAM SHALL EXCEED THE NUMBER OF MEMBERS IN THE BEAM BY ONE, AND THE CENTERLINE OF THE BEAM SHALL BE THE CENTERLINE OF THE SUPPORTING WALL STUDS. 9. EXTERIOR STUD WALLS SHALL WITH PLATE HEIGHT OF NOMINAL 8'-0" SHALL BE FRAMED WITH 2X4'S OR 2X6'S AT 16"C/C. EXTERIOR STUD WALLS WITH PLATE HEIGHTS GREATER THAN 8'-C" BUT LESS THAN 10'-0" SHALL BE FRAMED WITH 2X6'S Q 16"C/C. EXTERIOR STUD WALLS WITH PLATE HEIGHTS 10'-0" OR GREATER SHALL BE FRAMED AS SHOWN ON THE DRAWINGS. __1 I I 1 SCOPE OF WORK: 1 \ REPLACE SIDING AT FRONT ELEVATION ONLY 1 PARTIAL EXISTING / DEMOLITION FLOOR PLAN 2.0 SCALE: 1/4" = V-0" r NEW JAMES HARDIE PLANK SIDING-� INSTALLED PER MANUFACTURER'S PRODUCT APPROVAL, OVER TYVEK I INSTALLED, OVER EXISTING 'CDX' WALL SHEATHING TO REMAIN, REPLACE SHEATHING WITH NEW AS REQUIRED, II NAILING PER STRUCTURAL NOTES - - J NEW JAMES HARDIE PLANK SIDING INSTALLED PER MANUFACTURER'S PRODUCT APPROVAL, OVER TYVEK INSTALLED, OVER EXISTING 'CDX' WALL SHEATHING TO REMAIN, REPLACE SHEATHING WITH NEW AS REQUIRED, NAILING PER STRUCTURAL NOTES I 1 II II II II I 21 ----- LNEW JAMES HARDIE PLANK SIDING INSTALLED PER MANUFACTURER'S S1 PRODUCT APPROVAL, OVER TYVEK 2.0 INSTALLED, OVER EXISTING 'CDX' WALL SHEATHING TO REMAIN, REPLACE SHEATHING WITH NEW AS REQUIRED, NAILING PER STRUCTURAL NOTES \ JAMES HARDIE PLANK SIDING INSTALLED \ PER MANUFACTURER'S PRODUCT \ APPROVAL: NOA 20-0730.07 EXP. DATE OF 10/02/2023 r-r-r 2 � PARTIAL CONSTRUCTION FLOOR PLAN 2.0 SCALE:1/4" = V-0" n 3 \ EAST ELEVATION (FRO 2.0 SCALE:1/4" =1'-0" ALL MATERIALS, DOORS, WINDOWS, ROOFING AND SCREEN ARE EXISTING TO REMAIN I I� PERCY MALPARTIDA NUNEZ 8046 SW 22nd COURT DAVIE, FL 33324 Tel: (561) 255-7275 (561) 236-9970 pemn2l@gmail.com PERCY MALPARTIDA NUNEZ P.E. 77935 mat, 'MOK6 \\ LL u \� E a t a-., U oIr N x: ui Qj Q� CL 3 N h ui F_ W 2 N 00 W U rn M Q J LL a 0) W L NN V i Z LL Q 0 L J 1..6. U) N w w REVISIONS: JOB NO. ES-21 A DATE: 03.04., SHEET NO. 2.0 www-_