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Home My WebLink AboutRenovation To An Existing PorticoGENERAL NOTES All work shall comply with the strictest requirements of the State of Florida Building Code and all applicable codes whether specifically stated or not. All work shall conform with the strictest interpretation of State and Local codes, laws, rules and regulations of all authorities having jurisdiction over the project, whether specifically shown, or not Where the contract, construction notes or drawings call for any work of a more stringent nature than that required by code or any other department having jurisdiction over the work, the work of the more stringent nature called for by the contract, construction notes or drawings shall be furnished. The Contractor shall vist the site prior to submitting a bid. The Contractor will be responsible for the verification of all dimensions and conditions. All discrepancies shall be brought to the attention of the Architect before proceeding. All drawings and notes are complimentary, and what is called for by either will be binding as if called for by all. Any work shown or referred to on any one set of drawings shall be provided as though shown on all related drawings. The drawings are not to be scaled at any time. Only written dimensions and notes are to be used. All dimensions are given to finishes. All dimensional discrepancies shall be immediately brought to the attention of the Architect. All dimensions shell be verified before starting work by the respective Contractor, who shall be held responsible for his phase of the work. All "Plus -Minus" dimensions are provided in situations where existing conditions exist. Such dimensions shall be verified in the field by the Contractor. All work listed on the construction notes sheets and shown or implied on all drawings shall be supplied and installed by the Contractor, unless otherwise noted. The Contractor shall notify the Architect in writing immediately if he cannot comply with all notes contained within the Contract Documents. The Contractor shall notify the Architect in writing immediately of any discrepancies between the drawings, the notes and field conditions before commencing any work to request clarification. The Contractor shall be responsible for all damage to existing property as a result of his work, his workmanship and subcontractors. The Contractor shall provide adequate protection for his work, and shall be responsible for the same. The Contractor shall restore to original condition and existing element damaged as a result of his work. Where a product is specked by a particular manufacturer, the Contractor shall furnish and install the product in accordance with the strictest specifications set forth by the manufacturers best standards. The General Conditions of the contract for construction of Buildings, the Standard form of the American Institute of Architects (AIA), latest edition of Form A-201, inclusive as it pertains to this project, are part of these Contract Documents. Work included in this correct shall be all labor, material and equipment required to complete the proposed construction as shown or inplied in the Contract Documents. Work included in this contract shall be according to the true intent of these drawings and shall be first class in all respects. The Contractor is responsible for dimensions to be confirmed and correlated at the job site and for information that pertains to the fabrication process, and/or to techniques for construction and coordination of the work of all trades. The Architect shall be the sole judge as to the adequacy of any work performed. The Architect shall have the right to order the removal of defective work and material, and its replacement without any additional cost to the Owner. All work to comply with governing State and Local Building Codes. All plumbing to comply with. governing State and Local Plumbing Codes. All Electrical work to comply with governing National and Local Electrical Codes. The Contractor shall assume full responsibility for the confirmation of actual field dimensions as they pertain to the fabrication and installation of any materials and/or equipment requiring such. The General Contractor shall excercise strict control over job cleaning to prevent any debris, dust or dirt from leaving the job site and adjacent finished areas. The Contractor shall properly protect all adjoining property or work or work and any damage to the some caused by his work or workmen must be made good without delay. Patching and and replacing or damaged work shall be done by the Contractor who is responsible for the damage. The Contractor shall provide all necessary protection for his work until it is turned over to the Owner. The Construction Drawings and/or notes are supplied to illustrate the design and general type of construction desired and are intended to imply the finest quality construction materials and craftsmanship throughout. The Contractor, upon acceptance of these drawings, assumes full responsibility for the construction, materials and workmanship of the of the work described in these notes and drawings, and he will be expected to comply woth the spirit, as well as with the letter in which they were written and drawn. Controlled tests required by those having jurisdiction over the project shall be executed and paid for by the Contractor. Patching and Cutting: The General Contractor shall survey all existing finished surfaces to include comer beads, stops, existing construction to remain, etc. for chips, cracks, holes, damaged surfaces and any other surfaces and defects causing an appearance different from a new finished first-class installation. These defective surfaces shall be repaired, or if beyond repairing, then the General Contractor shall remove existing and install new surfaces to the satisfaction of the Architect. Construction: All wood framing members shall be select structural grade Douglas Fir in accordance with the latest edition of A.I.T.C. Design specifications for stress grade lumber. Minimum E=1,4000,000; f=1400. All landings to be in accordance with RCNYS R311.5.4 for stairways and R311.4.3 for exterior doors. Unless otherwise specified in these documents, all openings in wall shall receive (2)2x12 wood headers. This includes, but is not limited to, all doors and windows. All walls and ceilings shall receive 1/2" thick, tapered edge gypsum wall board, except Bathrooms, which shall receive 1/2" thick moisture resistant wall board and/or 1/2" thick "Wonderboard in accordance with finishes selected by the Owner. Such variations shall be coordinated by the Contractor with the Owner. All interior surfaces shall be taped three (3) times and sanded smooth for paint. All windows, doors and transition spaces (i.e. openings without doors) shall recieve a paint grade colonial wood trim as selected by the Owner, and approved by the Architect. All interior walls and ceilings shall receive 1 coat of latex primer and two coats of latex flat finish house paint. Colors as selected by the Owner. Paint as manufactured by "Benjamin Moore", or approved equal. All interior wood trim shall receive 1 coat of latex primer and 2 coats of latex semi -gloss flat finish trim paint. Colors as selected by the Owner. Paint as manufactured by "Benjamin Moore", or approved equal. All exterior woodshall be pointed. All surfaces shall receive 1 coat of exterior oil primer, and 2 coats of exterior oil house or trim paint. All surfaces shall receive a "White" finish. Paint as manufactured by "Benjamin Moore", or approved equal. All existing exterior wood trim shall be painted. All surfaces shall receive 1 coat of exterior oil primer, and 2 coats of exterior oil house or trim paint. All surfaces shall receive a 'White" finish. Paint as manufactured by 'Benjamin Moore", or approved equal. New asphalt roofing to shall match the existing in color in size. Contractor to summit sample to the Owner for they appoval. Insulation as manufactured by Owens Corning. Thickness as specified in drawings. Unless otherwise noted, all dimensions for partitions are from finish material -to -finish material. All flashing shall be aluminum or copper, unless specified otherwise. Asbestos Removal: The Architect shall not be responsible for the uncovering of, or identification thereof, any asbestos, asbestos -related materials, lead, lead -paints or any other pollutants of any kind. The Architect is not responsible for the perforamance of any services in connection with or related to such materials, and the Contractor shall retain an expert(s) to arrange for the prompt identification of, and the removal or treatment of such potentionally harmful materials, and indemnify and hold the Architect and its consultants harmless from any claims, injuries or expenses incurred by Architect in any manner related to the existance of such materials on the project. Eirest000ina Firestopping consisting of 2" lumber, minimum 23/32" structural panel or .approved non-combustible materials shall be provided at the ceiling line in concealed spaces of stud walls/partitions, including furred or studded -off spaces of concrete foundation walls and at soffits, dropped ceilings and similar spaces. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD SNOW LOAD DESIGN DESIGN UNDERLAYMENT HAZARD, WIND TOPOGRAPH. SPECIAL IND-BORNE FROSTTLINE SPEED EFFECTS WIND BEG. DEB. ZONE CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED N/A 160 N/A NEGLIGIBLE N/A VERY --- N/A NjA -- HEAVY CODE INFORMATION DPE APP I .eB OD ARCHITECTURAL 2017 FLORIDA BUILDING CODE ENERGY 2015 ENERGY CONSERVATION CONSTRUCTION CODE CATEGORY REQUIREMENT REFERENCE CLASSIFICATION OF WORK ALTERATION - LEVEL 2 ADDITION SECTION AJ304 SECTION AI306 OCCUPANCY CLAS5FICATON GROUP R2 - APARTMENT SECTION 310 CONSTRUCTION CLASS TYPE 513 - WOOD FRAME SECTION 601 PRODUCT CODE: FL1654—R26 SYSTEM # W-207 PATCH EIFS AS REQ. FLASHING 0 RDOF— WALL INTERSECTION POLYFLEX PEEL & SACK r OSB MR SHEATHING TO CREATE ROOF PITCH FLASHING EIFS ON WIRE LATH t DENSGLASS ATTACHED TO PT. WD. FURRING HURRICANE CUPS AS REQ. SEE CHART FOR FASTENING REQ. GALVANIZED STRAPPING SIMPSON JCMST14 (2 EACH COLUMN) w/3' CONCRETE SCREWS 2" x 4° WOOD .--� FRAMED 0 16' O.C. a/I �,. I TO COLUMN CAPITAL S TO REMAIN f/ LINE OF ARCHED OPENING SOFFIT VENT UNE OF COLUMN -� BEYOND DESIGN FLOOR LOADS ROOF 40 LEIS LIVE LOAD DESIGN PRESSURE ROOF ZONE 1- 38.2 ZONE 2- 53.9 ZONE 3- 101 DOOR ZONE 4- 47.9 ZONE 5- 57.5 TO RAFTER FOR ROOF PITCH 2xB R.R. EPLACED AND/OR REPAIRED REQ. II j] PRE -MANUFACTURED TR SS BY KOST TRUSS, IN (M) Io 0 o All BEYONY APPROXIMATE SAW -COT LINE OF EXISTING BFS. �PATCH AS REQUIRED i IFS ON WIRL LATH ON ENSGIASS ATTACHED IITO PT. WD. FURRING 1 \_ILL Z 0 UWUKING ATTACH TO WALL Iw/ I" x 5-1/2' HILTI EIFS ON WIRE LATH ON CONCRETE ANCHORS 2" 4' ON RAT' DENSGIASS ATTACHED SEE ARC DETAIL TO Pi. WD. FURRING RHANG DETAIL SCALE: LINE OF EXTERIOR WALL WALL BEYONNNNY � m ® , e I u " • u e e • e e . 0 ® e � m e H10 0 H25A _ SIMPSON STRONG -TIE, SEISMIC/ HURRICANE TIES NOTES ,. UY16 xaw tEsr Fx,9rasm m e,s mx F,a n1REWeE F9asA9: a xro IaMC wM � �aL9FD. I Mill I aumFae cuss ro, aE a wmev ,uFra xFaa�96 a a t/t ear E OF f1a, FRRW"m ANaIFPS eE F6r&1,ID m 1 �F ff 11E d1�1' ND WSW ME OF WE RA9L xwii wa ca FPSIekPF'� � aen urr. 00116L14 iR,�JI/ 4R Pr� IWUT KaaO wIN w(iu iimj� �91R 49E 6F1 M1uUHE Wwa't URR Nw0 NFM mps+ �m) 9�X t� user urww m F „F,,SS m ex9rs ,o sn[s - Fl FY pry ra NT 11 1B 5-96 5-86 -- 174D dm � 9ie 99U Rm Sxf 535 x0 19e Am me is ,,n e-ee.,,A - spa um wo ®F ® - mo ® ern eo - REPAIR EIFS ON WALL AS REQ. OEM NOTE: SHOP/DESIGN DRAWINGS BY T. STILES PEET, PE IS AN INTEGRAL PART OF THESE PLANS. TOP CHORDS: 2x4 SP 12 BOTTOM CHORDS: 20 SP 12 WEBS: 2x4 SP #3 TRUSSES TO RE INSTALLED TOP CHORD UP FOOT PATCH EIFS-- AS REQ. FLASHING !a RWF WALL INTETNSECfTDN POLYTLEX PEEL & STICK\\ RODE INSTALLED PER MANUFACTURER TAPERED INSULATION SLOPE 1/4' PER -�� FLASHING I-- EIFS ON WIRE LATH ON Do DENSGLASS ATTACHED TO PT. WD. FURRING GALVANIZED STRAPPINaG SIMPSON #CM714 � (2 EACH COLUMN) w/3" CONCRETE SCREWS SUPPORT LINE OF EX. OVERHANG EXISTING 16" CONCRETE COLUMN P--------------------- M 'CT� FL1851-R26 PRODUCT CODE: FL1654—R26 sysTRa # W—zw TRUSS AREA OF WORK SCALE: NS.S FACE OF ARCH. _ (ATTACHED TO TRl EIFS ON EXPOSED LU AND REPLACE W/SAME �� U EIFS FINISH ON W o ARCHED OPENING ABOVE TRUSS HEADER TO BE REMOVED AND REPLACED PROPOSED FLOOR PLAN 1 SCALE: 3/4'=1'-0' - 21c8 RAFTERS 016' OC rlll!II!! � TRUSS BY T. S71LES PEEP, PE. I SEE SHOP CUTS I EIFS ON WIRE LATH ON � DENSGLASS ATTACHED 70 PT. WD. FURRING I 20 WOOD FRAMED ___ -i_______ I ARCH WITH }' OSB MR SHEATHING EXIST. COLUMN CAPITAL TO REMAIN SECTION 1Z/ 5 rn M J LL ui U 7 J v I..L CODE COMPLIANCE LC� T,: 1ACI COUNTY OC COUNTY OF ST LUCRE PERMIT NUiVlf3FR: 2005-0558