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17-2356
A New Residential Addition For: 3360 E. Atlantic Dr. Boynton Beach., FL., 33435 TERMS OF USE & LICENSE AGREEMENT Building Codes And Zoning Requirements At the time of creation, these plans were designed to meet the requirements of a nationally recognized model building code in effect where these plans were produced. Because of the great differences in geography and climate throughout the United States each state, county and municipality has its own building codes, zone requirements, ordinances and building regulations. These plans may need to be modified and additional drawings and details may need to be added to comply with your local conditions, requirements, and a wide range of other matters.All of our plans can be adapted to the local building codes and requirements. It is the responsibility of the purchaser and/or builder of each plan to see that the structure is built in strict compliance with the governing municipal codes (city, county, state and federal). In addition to the building plans that you order, you will also need a site plan that shows where the house is going to be located on the lot. There are some areas of the country that have very strict engineering codes. If you are building in this type of area, it is possible that you will need to hire a local engineer to analyze the house and provide additional drawings and calculations that may be required by your building department. Notice Duty Of Cooperation Our firm assumes no liability for any home constructed from these plans. Only qualified Designers, Architects, Contractors or Structural Engineers should attempt to modify any portion of these plans. It is the sole responsibility of the purchaser to obtain any and all structural analysis, engineering and specifications that are required where the structure is to be built. Written dimensions on these drawings should have precedence over scaled dimensions; the contractor shall verify and be responsible for all dimensions and conditions on the job. Architectural And Engineering Seals Some cities and states are now requiring that a licensed architect or engineer review and "seal" these plans, or officially approve them prior to construction. In addition, you may need to obtain permits or inspections from your local governments before and in the course of construction. Prior to using these plans, we strongly advise that you consult a licensed architect or engineer, as well as consult with your local building official before applying for any permit or before starting any construction related to these plans. We authorize the use of these plans on the express condition that you strictly comply with all local building codes, zoning requirements and other applicable laws, regulations, ordinances and requirements. License Agreement By the purchase of our plans, customers are granted a limited license to use the plans for the construction of only one home. It is strictly prohibited to reproduce, sell, modify, trace, redraw or reuse the plans or designs without the written permission from the copyright owner. This limited license also applies to all other reproducible media. All orders, once placed, are final. No refunds or exchanges will be granted. Terms And Conditions It is not permitted to copy any part of our original designs or reproduce them in any way or by any means, _ unless you have purchased reproducible plans, which clearly indicate your right to copy or duplicate these plans. We do not authorize them to be sold to another person or third party. We only authorize the use of your chosen design as an aid in fhe construction of one single-family home. You may not use this design or these plans to build a second or multiple dwellings without purchasing another set of pians or paying additional design fees. Terms And Conditions - Ownership and Use of Documents The Architect shall have the right to include representations of the Design of Project, including, but not limited to, photographs, plans, drawings, artistic renderings, digital images, and/or videotape, and/or such other similar demonstrative images of the exterior and interior of the subject project, among the Architect's promotional, marketing, advertising, and/or professional materials (collectively, "marketing materials"). The Architect's marketing materials shall not include any image and/or description of the Client's confidential or proprietary information and/or property. The Architect shall be permitted to post an appropriate job site sign, which sign may include the Architect's name, business address, business telephone number, and/or such other similar business related information, within the boundary of the subject property, beginning with the issuance of the permit through the commencement date of issuance of a certificate of occupancy. Copyright Laws - Infringement Penalty These designs and plans are protected under the terms of United States Copyright Law and may not be copied or reproduced in any way by any means. All floor plans, renderings and other media advertised are the exclusive property of Sandra Puerta Architecture, P.A. Any willful infringement to Copyright Laws by any individual may be subject to severe penalties, actual damages, profit made, and attorneys. fees of the owner . of the copyright. Generdl Disclaimer Our architects have taken substantial care and effort to create these plans. However, because the architects cannot provide on-site consultation, supervision and control over actual construction, and because of the great variances in local building requirements, building practices and soil, seismic, weather and other conditions, we cannot assume any responsibility or liability or make any warranty, express or implied, with respect to the content or use of these plans. Disclaimer Of Warranties You agree that use of the site is at your sole risk. The site is provided on an "as is" and "as available' basis. Sandra Puerta Architecture, P.A., its affiliates, officers, employees, agents and licensors cannot and do not imply or warrant the accuracy, completeness, currentness, non -infringement, merchantability, or fitness for a particular purpose of the information or applications available through the service. You further agree that you will use any data or information obtained through this site at your own discretion and risk. You will be solely responsible for any damage to your computer system or loss of data that results from the download of such material or data. Sandra Puerta Architecture, P.A., its affiliates, officers, employees, agents and licensors make no warranty regarding any goods or services referred to, advertised on, or obtained through our sites, other than those specifically expressed by Sandra Puerta Architecture, P.A., Limitation Of Liability Under no circumstances shall Sandra Puerta Architecture, P.A., or its affiliates, officers, employees, agents, or licensors be liable to you or anyone else for any damages arising out of use of the services, including, without limitation, liability for consequential, special, incidental, indirect, or similar damages. You also agree that the liability of Sandra Puerta Architecture, P.A., its affiliates, officers, employees, agents and licensors, if any, arising out of any kind of legal claim in any way connected to the service shall not exceed the amount you paid for the service. Because some states do not allow the exclusion or limitation of certain categories of damages, the above limitation may not apply to you. In such states, the liability of Sandra Puerta Architecture, P.A., its affiliates, officers, employees, agents and licensors is limited to the fullest extent permitted by such state law. Applicable Law This site is created and controlled by Sandra Puerta Architecture, P.A., in the State of Florida. As such, the laws of the State of Florida will govern these disclaimers, terms and conditions, without giving effect to any principles of conflicts of laws. Sandra Puerta Architecture, P.A. reserves the right to make changes to its site and these disclaimers, terms and conditions at any time. You hereby irrevocably and unconditionally consent to submit to the exclusive jurisdiction of the courts of the State of Florida, and of the United States of America located in Broward County, Florida for any disputes arising out of or relating to use of or purchase made through Sandra Puerta Architecture, P.A., and agree not to commence any litigation relating thereto except in such courts, waive any objection to the laying of venue of any such litigation in the in Broward County, Florida courts and agree not to plead or claim in any court that such litigation brought therein has been brought in an inconvenient forum. Dispute Resolution In the unlikely event that any controversy or claim arising out of or relating to this User Agreement or our services shall be settled by binding arbitration in accordance with the commercial arbitration rules of the American Arbitration Association. Any such controversy or claim shall be arbitrated on an individual basis and shall not be consolidated in any arbitration with any claim or controversy of any other party. The arbitration shall be conducted in Broward County, Florida, and judgment on the arbitration award may be entered into any court having jurisdiction thereof. Either you or we may seek any interim or preliminary relief from a court of competent jurisdiction in Broward County, Florida, necessary to protect the rights or property of you or us pending the completion of arbitration. Miscellaneous in the event that any provision of the User Agreement conflicts with the law under which the User Agreement is to be construed or if any provision is held invalid by a court with jurisdiction over the parties to the User Agreement, such provision will be restated to reflect as nearly as possible the original intentions of the parties in accordance with applicable law, and the remainder of this User Agreement will remain in full force and effect. If either party fails to insist upon or enforce strict performance by the other party of any provision of the User Agreement, or to exercise any right under the User Agreement, such a failure will not be construed as a waiver or relinquishment to any extent of such party's right to assert or rely upon any such provision or right in that or any other instance. That is, all provisions and rights will remain in full force and effect. SATELLITE AERIAL O Per FBCR-310, 310.1 Emergency escape and rescue opening required: Every sleeping room shall have not less than (I)one operable emergency and escape rescue opening. Openings shall open directly into a public way, yard or court that opening into a public way. SCOPE OF WORK 1. NEW 5 BEDROOM / 5 BATHROOM RESIDENCE 2. NEW SLAB AND FRAME WALLS AS PER PLANS. 3. DEMO EXISTING STRUCTURE 4. M.E.P. AS PER PLANS (F.B.C. 2014 ASCE.7-10 EXP. IC`) ENCLOSED NEW TOTAL UNDER A/R 170 MPH (3 SEC. GUST) HEIGHT - 2,696 S.F. 15 FEET IMPORTANCE FACTOR MUNICIPALITY 1,0 q = 36.3 PSF VELOCITY PRESSURE Voice 1 561.742.6000 ARCHITECT BUILDING CLASSIFICATION PARCEL CONTROL NUMBER IIIB OCCUPANCY CLASSIFICATION 3360 E ATLANTIC DR RM I RESIDENTIAL M -F BUILDING CODES SUBDIVISION 2014F.B.C. JUPITER VILLAGE - TYPE 3 ALTERATION DESIGN WIND PRESSURES LU WINDOWS & DOORS POS +42.9 P.S.F. NEG -57.3 P.S.F. WORST CASE ALL OPENINGS ROOF FIELD ZONE 3' EDGE ZONE 3'x 3' CORNERS -42.8 PSF a -71.9 PSF ® -108.2 PSF AREA CALCULATIONS NEW HOME FRONT PORCH BACK PORCH 2,406 S.F. 120 S.F. 170 S.F. NEW TOTAL UNDER A/R 2A06 S.F. TOTAL SQUARE FOOTAGE 2,696 S.F. 'BOYNTON BEACH FL 33435 ZONING CODE X Q WCO im= Wo �OUni= 0UW�m WZ0_3co XQO�ilf O©aa- W C) Z � JZ O U W Q ?> J W t=n�CL ry <W0 >ac)z3� PROPERTY INFORMATION ALL WORK TO BE PERFORMED 1N ACCORDANCE WITH THE F.B.C. 2014 EDITION WITH ALL AMENDMENTS, THE N.E.C., THE ZONING ORDINANCES IN THE CITY OF JURISDICTION AND ALL APPLICABLE CODES AND STANDARDS. LEGAL DESCRIPTION LAND USE CODE ROLLING GREEN RIDGE LOT 9 BLK 3 0100 - SINGLE FAMILY 'BOYNTON BEACH FL 33435 ZONING CODE MUNICIPALITY R1 - Single Family 08-BOYNTON BEACH) BOYNTON BEACH Voice 1 561.742.6000 ARCHITECT LOCATION ADDRESS PARCEL CONTROL NUMBER BOYNTON BEACH BUILDING DEPARTMENT 6476 Kirsten Way 3360 E ATLANTIC DR 08-43-45-09-12-003-0090 BOYNTON BEACH FL 33435 SUBDIVISION CLASSIFICATION OF WORK y JUPITER VILLAGE - TYPE 3 ALTERATION P ROJ ECT TEAM OWNER --BUILDING DEPARTMENT KNOWLES ARETNA CITY OF .BOYNTON BEACH BUILDING 3360 E ATLANTIC DR DEPARTMENT 'BOYNTON BEACH FL 33435 100 E Boynton Beach Blvd, E-1 Boynton Beach, FL 33425 Voice 1 561.742.6000 ARCHITECT ZONING DEPARTMENT SANDRA PUERTA, AR 95385 BOYNTON BEACH BUILDING DEPARTMENT 6476 Kirsten Way 100 E Boynton Beach Blvd, Lake Worth, FL 33467 Boynton Beach, FL 33425 Voice 1 561.712.8898 Voice 1 561 742.6000 Fax 1 561.712.8895 ROOF PLAN & NOTES Email I sandra@thearchitectgroup.com LU M-4-spiki-111 *V CVR A-0 SP -1 D-1 A-1 A-2 COVER SHEET A-3 A-4 i 0 A-5. BBA 107.3.4.1, Deferred submittals: portions of the design not submitted at `— 1 M application, to be submitted to BtO. Listed or omitted on the const.documents E-1 shall be submitted to reg -design professinal. required:have been reviewed, found in general (notation conformance to the design of the buiding.) be installed until reviewed P-1 deferred items shall not (revision submit) and approved bythe BIO. i BUILDING ELEVATIONS COVER SHEET GENERAL NOTES + SPECIFICATIONS i 0 EXISTING AND PROPOSED SITE PLANS DEMOLITION PLANS & NOTES 0 CONSTRUCTION PLANS BUILDING ELEVATIONS Q ARCHITECTURAL DETAILS FOUNDATION PLAN & NOTES 11,11 ;=ty ROOF PLAN & NOTES ' LU tY MECHANICAL PLAN & NOTES ::i Q ELECTRICAL PLAN + NOTES _ ` vhani i .PLUMBING PLAN + NOTES p Fire CONTRACTOR TO VERIFY ANY CONDITION AND NOTIFY ALL RESPONSIBLE PARTIES IF THERE ARE i ANY DISCREPANCIES. THE ARCHITECT ASSUMES NO RESPONSIBILITY. ALL WORK TO BE PERFORMED IN ACCORDANCE: WITH THE F.B.C. 2014 EDITION WITH ALL AMENDMENTS, THE ZONING ORDINANCES IN F .JURISDICTION AND ALL C. DES AND STANDARDS. LO A LJO 10 � N 00 �f CQ M �LO 0 co o, 00 II � �00 � N L E DATE: Mar. 28, 17 BLDG. DEPT. PLAN REVISIONS: 0 Q Cover and Project Information MANAGED BY: SP DRAWN BY: FZ REVIEWED BY: SP SHEET: CVR OF 12 i 0 i 0 �Lo Q .V, LU tY t� 3 Q _LL Z o Cover and Project Information MANAGED BY: SP DRAWN BY: FZ REVIEWED BY: SP SHEET: CVR OF 12 0 �Lo o O N t� _LL o U � C.0 00 � O 0 0 C — m r2 Cover and Project Information MANAGED BY: SP DRAWN BY: FZ REVIEWED BY: SP SHEET: CVR OF 12 GENERAL NOTES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES; REGULATIONS AND RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. IN THE EVENT OF A CONFLICT BETWEEN . PERTINENT CODES AND REGULATIONS AND REFERENCED STANDARDS OF THESE SPECIFICATIONS, THE MORE STRINGENT PROVISIONS SHALL GOVERN. WORK SHALL INCLUDE ALL ITEMS (BUILDING AND SITE) INDICATED ON THESE DRAWINGS UNLESS OTHERWISE NOTED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. DRAWINGS SHALL NOT BE SCALED; WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR GENERAL REVIEW AND DESIGN COMPLIANCE. CONTRACTOR SHALL MAINTAIN TEMPORARY ELECTRICAL, WATER AND SANITARY FACILITIES FOR THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM THE JOB SITE AND LEAVE THE BUILDING BROOM CLEAN. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE SITE PRIOR TO CONSTRUCTION AND SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO ACTUAL CONSTRUCTION. ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS DISCOVERED AT THIS TIME SHALL BE REPORTED BY THE CONTRACTOR IMMEDIATELY TO THE ARCHITECT. ALL WORKMANSHIP SHALL BE NEAT, CLEAN, TRUE AND CORRECT. OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE MISDESCRIPTION OF DETAILS OF WORK, WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PREFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MISDESCRIBED DETAILS OF WORK, BUT THEY SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL GUARANTEE IN WRITING, IN A FORM ACCEPTABLE TO THE OWNER, ALL LABOR AND MATERIALS INSTALLED BY HIM FOR A PERIOD OF NOT LESS THAN ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLETE AND THE SPACE CAN BE USED FOR WHAT IS INTENDED, EXCLUDING PUNCH LIST ITEMS. BUILDING IDENTIFICATION APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND COLUMNS ALL WOOD AND/OR STEEL COLUMNS SHALL BE 1 HOUR FIRE RATED TOP OF ISOLATED EXTERIOR AND PERIMETER COLUMN FOOTING PADS SHALL MATCH THE BOTTOM OF MONOLITHIC WALL FOOTING ELEVATIONS MINIMUM 1'-4" BELOW TOP OF SLAB ELEVATION, OR AS DETAILED ON THE PLANS. DOORS & WINDOWS ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH, 24 INCHES IN HEIGHT AND 5.7 SQ.FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54" ABOVE FINISHED FLOOR. SINGLE HUNG WINDOW OPERATING MECHANISMS SHALL BE AT OR NEAR THE SILL. WINDOWS MAR KED'EGRESS' MUST BE MANUFACTURED TO CONFORM TO THE BUILDING CODE WITH RESPECT TO MINIMUM EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 22-2. A DOOR MARKED IN PLAN CALLED'EMERGENCY EGRESS' SHALL BE DESIGNATED AS AN EXTERIOR DOOR NOT TO BE SHUTTERED FOR EMERGENCY EXIT DURING HURRICANE EMERGENCY CONDITIONS. DOOR TO HAVE A MIN. CLEAR OPENING OF 29", AND TO HAVE PASSED REQUIRED IMPACT AND MISSLE TESTS. WINDOW SAFEGUARD NOTE WHERE THERE IS A DROP OF MORE THAN 4 FEET ON THE FAR SIDE OF SUCH WINDOWS ANDTHE SILL IS LESS THAN 36 INCH ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED TO PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN. SECURITY NOTES R ED O IN ANY MOVABLE ALL LOCKS ON EXTERIOR DOORS SHALL RESIST A FORCE OF 300 # APPLIED DIRECTION. ALL EXTERIOR LOCKS SHALL BE SINGLE CYLINDER WITH 1"THROW FOR 1 3/4!' SOLI CORE DOOR. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A KEY OPERATED LOCK, OPERABLE FROM EXTERIOR WITH A MINIMUM 6000 POSSIBLE KEY CHANGES. KEY ON KNOB LOCKS SHALL HAVE AN AUXILIARY DEAD BOLT WITH HARDENED BOLT OR WITH INSERT. EXTERIOR SWING DOORS SHALL BE SOLID CORE NOT LESS THAN 1 3/4" THICK. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH VISION SCOPE OR VISION PANEL. HINGES ON OUT SWINGING EXTERIOR DOORS SHALL HAVE NON -EXPOSED SCREWS AND NON -REMOVABLE PINS. SINGLE SWING EXTERIOR DOORS CONNECTING LIVING AREAS WITH GARAGE AREAS SHALL BE SOLID CORE 1 3/4" THICK AND SHALL BE SECURED WITH A LATCH AND SINGLE BOLT WITH ONE INCH MIN. THROW OR A COMBINATION OF DEAD BOLT AND DEAD LATCH SETS AND AN AUTOMATIC DOOR CLOSER. ALL GLASS IN EXTERIOR DOORS SHALL COMPLY WITH ANSI 279.1 ALL WINDOWS (OPERABLE) SHALL WITHSTAND A FORCE OF 150# IN ANY OPERABLE DIRECTION. SLIDING GLASS DOORS AND WINDOWS SHALL BE INSTALLED AND CONSTRUCTED SO THAT NO PANEL CAN BE LIFTED FROM TRACKS POSITION AND SHALL COMPLY WITH THE A.A.MA.A STANDARDS FOR FORCED ENTRY RESISTANCE A.A.M.A. 1303-3. SLIDING GLASS DOORS SHALL HAVE DEAD BOLT OR PIN SYSTEM NOT REMOVABLE FROM THE OUTSIDE AT THE JAMB AND SILL. INTERIOR DOORS TO HAVE CYLINDRICAL TYPE LOCK SETS WITH PRIVACY LOCK BY INSIDE PUSH BUTTON WHICH AUTOMATICALLY OPENS BY TURN OR CLOSING ACCORDING TO FED. SPEC. #160 AND 151 1. OVERHEAD DOORS SHALL BE PROVIDED WITH MULTIPLE POINT LOCKS OR BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. OF 5/8". POST PERMANENT SIGN WITH 1/2" LETTERS ON THE INSIDE FACE OF ANY ONE DOOR TO OUTSIDE: "DO NOT OPERATE ENGINES WITH DOORS CLOSED, CARBON MONOXIDE EMISSION:' NON-BEARING INTERIOR PARTITIONS ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 24" C/C MAXIMUM SPACING WITH 1/2" MINIMUM GYPSUM DRYWALL EACH SIDE. BATHROOMS BATHROOM FLOORS AND BASE SHALL BE IMPERVIOUS MATERIALS TILE FINISH, SELECTED BY OWNER MIRRORS / GLAZING MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. TEMP GLAZING SHALL BE PROVIDED IN TUB & SHOWER WINDOWS & MIRRORS WHERE LESS THAN 60" A.F.F. ALL GLASS WITHIN 24" OF ANY DOOR, FIXED GLASS, SLIDING GLASS DOORS OR LOCATED WITHIN 60" OF FLOOR AND ALL GLAZING AT TUB AND SHOWER ENCLOSURES, WHIRLPOOLS, SPAS, SAUNAS AND STEAM ROOMS SHALL BE TEMPERED SAFETY GLASS. FIREPLACE NOTES: A. FIREBOX, SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES, RULES & REGULATIONS HAVING JURISDICTION. B. CLEAR FIREPLACE OPENING SHALL BE 40x29xl6" DEEP. C. PROVIDE 12"x12" FLUE LINING D. PROVIDE FIREBRICK INNER HEARTH & LINING E. MASONRY CHIMNEY (SEE ELEVATIONS) TOP OF FLUE TO BE 24" ABOVE. THE HIGHEST POINT 10--a- AWAY. F. PROVIDE 24" DEEP TILED OUTER HEARTH, 12" ABOVE FINISHED FLOOR & MIN. 16" WIDER THAN FIREPLACE OPENING G. PROVIDE CAST IRON DAMPER. H. FIREPLACE AND MATERIALS TO BE U.L. RATED AND APPROVED. 1. ALL WOOD BEAMS, JOISTS, AND STUDS SHALL BE TRIMMED AWAY FROM FIREPLACES. HEADERS SUPPORTING TRIMMER ARCHES AT FIREPLACES SHALL BE NOT LESS THAN TWENTY INCHES FROM THE FACE OF THE CHIMNEY BREAST. TRIMMERS SHALL BE NOT LESS THE SIX INCHES FROM THE INSIDE FACE OF THE NEAREST FLUE LINING J. WOODWORK SHALL NOT BE PLACED WITHIN SIX INCHES OF A FIREPLACE OPENING. WOODWORK ABV AND PROJECTING MORE THAN ONE AND ONE-HALF INCH FROM A FIREPLACE OPENING SHALL NOT BE PLACED LESS THAN TWELVE INCHES FROM THE TOP OF A FIREPLACE OPENING. K. PROVIDE A U.L. RATED AND APPROVED CHIMNEY CAP W1 INTEGRAL BUILT-IN SPARK ARRESTER AND RAIN CAP AND BASE FLASHING. TYPICAL GENERAL NOTES SOME ITEMS DO NOT APPLY IF NOT PART OF THE SCOPE OF WORK STRUCTURAL NOTES CONCRETE THIS BUILDING. DESIGNED PER: 2705.2(x) - ACI-53072/.ASCE 5-92/ TMS 402-92 2705.2(b) - ACI -530.1-92/ ASCE 6-92/ TMS 602-92 /ASCE-7 THE FOUNDATION SHOWN HAS BEEN DESIGNED BY RATIONAL ANALYSIS BY THE ENGINEER OF RECORD SOIL BEARING CAPACITY: 2500 PSF, IF INFERIOR SOIL IS ENCOUNTERED OR IF 2500 PSF CANNOT BE OBTAINED BY PROPER FILLING AND COMPACTION, CONTACT ARCHITECT. VERIFICATION OF THE TEST FOR MODIFIED PROCTOR ASTM D 1557 SHALL BE FILED WITH THE GOVERNING BUILDING DEPARTMENT. BACKFILL SHALL CONSIST OF NON -EXPANSIVE, FREE DRAINING, PREDOMINANTLY GRANULAR MATERIAL, FREE OF DEBRIS AND ORGANIC MATERIAL. SLABS 2500 PSI FOUNDATIONS 2500 PSI COLUMNS & BEAMS 3000 PSI CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 5" MINIMUM CONCRETE COVER FOR POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS: SLAB ON GRADE 1" FOUNDATIONS / FOOTINGS BOTTOM 3" SIDES 2" SUSPENDED SLABS: 1" COLUMNS & BEAMS 1 1 /2" TO THE TIES MAXIMUM AGGREGATE SIZE SHALL BE 3/4". ALL AGGREGATE SHALL CONFORM TO ASTM C-33. HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90-667 SPECIFICATIONS. MORTAR USED TO BOND C.M.U. SHALL CONFORM TO ASTM C-476, TYPE "m" WITH A 28 DAY STRENGTH OF 2500 PSI. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM SPECS A-615. REINFORCING STEEL SHALL BE FREE FROM OIL, LOOSE SCALE, AND RUST. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND DRAINS SHALL BE IN PLACE BEFORE CONCRETING. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL AND/OR MECHANICAL DRAWINGS. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: LAP REINFORCING STEEL 30 BAR DIAMETERS MINIMUM, WHEN SPLICED AND SHALL BE SEPARATED BY ONE BAR DIAMETER OR WIRED TOGETHER. SLAB SHALL BE A MINIMUM 4" THICK AND SHALL BE REINFORCED WITH 6" X 6'X 1.4/1.4 WELDED WIRE MESH, CENTERED IN CONCRETE DOUBLED 30" AT THE PERIMETER. SCRAPE SLAB AREA CLEAR OF ALL ORGANIC MATERIAL AND FILL WITH CLEAN SAND TO THE ELEVATION OF THE BOTTOM OF THE SLAB. SURFACE MATERIAL CAN BE USED AS SITE FILL. THE ENTIRE AREA PLUS AN ADDITIONAL THREE FOOT AT PERIMETER, SHALL BE THOROUGHLY COMPACTED. BY AT._LEAST TEN OVERLAPPING PASSES IN PERPENDICULAR DIRECTIONS OF A VIBRATORY COMPACTOR TO ACHIEVE A MINIMUM OF 95% OF MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE WITH AASHTO-180C OR ASTM -D1557. IF FOOTINGS ARE EXCAVATED AFTER THE BUILDING AREA COMPACTION, THEN ALL FOOTING BEARING LEVELS SHALL ALSO BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY USING A HAND OPERATED VIBRATORY COMPACTOR. EXISTING STRUCTURE SHALL BE CONTINUOUSLY MONITORED DURING SOIL COMPACTION. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA SHALL BE COMPACTED TO A MINIMUM DENSITY OF 95%OF THE T-180 MODIFIED PROCTOR, IN LIFTS NOT TO EXCEED 10" EACH. THE AREA OF THE BOTTOM OF THE FOOTINGS SHALL BE COMPACTED, PRIOR TO PLACEMENT OF STEEL, WITH A VIBRATORY COMPACTOR TO INSURE UNIFORM DENSITY BENEATH THE FOOTING. DENSITY TESTS SHALL BE TAKEN IN THE FOOTING AREAS, SOIL SHALL BE TREATED FOR TERMITES FOR A MIN. DISTANCE OF FOUR (4) FEET BEYOND THE PERIMETER OF ALL FOOTINGS AND/OR SLAB EDGES. ALL PLATES, ANGLES AND MISCELLANEOUS METAL ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY AND ACCURATELY FASTENED TO THE CONCRETE FORM WORK BY A MINIMUM OF TWO (2) FASTENERS PRIOR TO CONCRETE PLACEMENT. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORT WITH TOP BARS FROM ADJACENT BEAM. ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM. ALL ADDED LONGITUDINAL STEEL REINFORCING SHALL EXTEND 6" MINIMUM INTO SUPPORT U.O.N. STRUCTURAL -STEEL DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AISC SPECIFICATIONS. ALL STEEL SHALL CONFORM TO ASTM 136, SHOP CONNECTIONS SHALL BE WELDED. FIELD CONNECTIONS SHALL BE 325 HIGH STRENGTH BOLTS AT COLUMNS, TRUSS CONNECTIONS AND ALL OTHER CONNECTIONS. HIGH STRENGTH BOLTS SHALL BE INSTALLED USING CALIBRATED TORQUE WRENCHES. TURN OF NUT METHOD WILL NOT BE ACCEPTED. BEAM TO BEAM CONNECTIONS SHALL BE BOLTED WITH STANDARD WASHERS UNDER NUTS. ALL BOLTS SHALL BE 3/4" DIAMETER U.O.N. PROVIDE 9/16" DIA. HOLES, 4'-0" O.C. MAX. FOR ALL WOOD BLOCKING ATTACHED TO STEEL. CUTS, HOLES, COPES, ETC... REQUIRED IN STEEL MEMBERS BY OTHER TRADES SHALL BE SHOWN ON STEEL SHOP DRAWINGS BURNING OF HOLES OR CUTS IN STEEL MEMBERS WILL NOT BE AND MADE IN THE SHOP. N PERMITTED UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. ALL LEVELING AND BEARING RATES, ANCHOR BOLTS (EXCEPT FOR WOOD), AND LOOSE LINTELS SHALL BE FURNISHED BY STEEL CONTRACTOR. ALL BEAMS SHALL BE FABRICATED WITH NATURAL CAMBER UP. STEEL CONTRACTOR SHALL CHECK ANCHOR BOLT LOCATION PRIOR TO ERECTION AND NOTIFY GENERAL CONTRACTOR OF ANY DISCREPENCIES SO THAT RELOCATION CAN BE MADE WITHOUT IMPEDING THE PROGRESS OF THE WORK. STRUCTURAL WELD SIZE SHALL BE 1/4" MIN. STRUCTURAL STEEL SHALL RECIEVE SHOP COATING OF ZINC CHROMATE. PROVIDE 1 COAT (TWO MILS THICK) WHERE EXPOSED. PROVIDE 2 COATS (4 MILS THICK) WHERE IMBEDDED IN MASONRY. CONCRETE SLABS ON GRADE: ALL INTERIOR AND EXTERIOR SLABS AND WALKWAYS AS SHOWN ON THE STRUCTURAL OR ARCHITECTURAL PLANS, SHALL BE FOUR INCHES THICK MINIMUM REINFORCED WITH 6 X 6 - W1.4 X W1.4 WELDED WIRE FABRIC (UNLESS OTHERWISE NOTED). ALL SLABS ON GRADE TO BE CONSTRUCTED IN ACCORDANCE WITH LATEST A.C.1- "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" (A.C.I. - 302.1 R). JOINTS SHALL BE PROVIDED IN ALL INTERIOR SLABS ON GRADE AT COLUMN CENTER -LINES DIVIDING THE SLAB INTO SQUARE PANELS NOT TO EXCEED 20 X 20 FT. IN SIZE. CAST SLAB IN LONG ALTERNATE STRIPS. PROVIDE A CONTRACTION JOINT BETWEEN EACH STRIP. SEE PLAN FOR SAW -CUT, CONTRACTION AND ISOLATION JOINT DETAILS. PROVIDE SAW -CUT JOINTS AT ALL SIDEWALKS AT A MAXIMUM SPACING OF FIVE FEET ON CENTERS AND ISOLATION JOINTS AT 20 FEET O.C. (U.O.N.). FILL MATERIAL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12" AND COMPACTED TO 95 % MODIFIED PROCTOR (ASTM D-1557) WITHIN A DISTANCE OF 3 FEET BEYOND ALL FOOTING EDGES. TAKE AT LEAST ONE DENSITY TEST FOR EACH 1,600 SQ.FT. OF AREA AND 12" BELOW SURFACE. SEND RESULTS OF THE TEST TO OWNER, ARCHITECT AND ENGINEER. CONCRETE AND REINFORCING: ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST A.S.T.M. A-615 GRADE 60, FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUAL OF STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH A.C.1.315 AND C.R.S.I. MANUAL OF STANDARD PRACTICE. COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICAL REBARS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM OF 18 INCHES, U.O.N. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. PROVIDE STANDARD HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NONCONTINUOUS COLUMNS (U.O.N.). ALL DOWELS FOR COLUMNS SHALL BE SECURED IN POSITION PRIOR TO CONCRETING. PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT PERMITTED. BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES (SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP BARS SPLICED ONLY AT MID -SPAN. ALL TOP BARS HOOKED AT NONCONTINUOUS EDGES (U.O.N.). ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS AS REQUIRED (U.O.N.). ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 36 INCHES MINIMUM EACH WAY AT "L" AND'T' CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BAR (TOP, BOTTOM AND INTERMEDIATE REBARS). 10. SEE STRUCTURAL PLANS FOR MIN. SIZE CONCRETE TIE BEAM REQUIREMENTS. PLYWOOD ROOF DIAPHRAGM: ROOF DIAPHRAGM SHALL COMPLY WITH THE DESIGN RECOMMENDATIONS OF "A.P.A. DESIGN/CONSTRUCTION GUIDE - DIAPHRAGMS'. PLYWOOD ROOF DECKING SHALL BE 19/32" MINIMUM THICKNESS, "CDX" TYPE AND SHALL BE CONTINUOUS OVER TWO OR MORE SPANS, WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. CONNECT PLYWOOD DIAPHRAGM TO STRUCTURE WITH 10d GALV. NAILS, SPACED AT 6" O.C. MAX. SUPPORTED EDGES AND AT 6" O.C. ALONG THE INTERMEDIATE SUPPORTS. GABLE ENDS NAIL SPACING SHALL BE 4" ON CENTERS MAXIMUM. STRUCTURAL WOOD: TO CONFORM TO RULES OF THE MANUFACTURER'S ASSOCIATION UNDER WHOSE RULES THE LUMBER IS PRODUCED. (SEE SUPPLIER'S SPECIFICATIONS). TO BE AIR DRIED, WELL SEASONED AND GRADE MARKED AT MILL TO BE NO.2 SOUTHERN PINE, UTILITY GRADE DOUGLAS FIR OR WEST COAST HEMLOCK. ALL STRUCTURAL WOOD TO BE SURFACED FOUR (4) SIDES (S -4-S) WITH A MINIMUM FIBER STRESS IN BENDING OF 1,200 P.S.I. AND A MAXIMUM MOISTURE CONTENT OF 19 PERCENT. ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY OR OTHER CEMENTITIOUS MATERIALS SHALL BE TREATED TO COMPLY WITH AWPA STANDARD LP -2. STORE ALL LUMBER ABOVE GRADE OR FLOOR. STACK TO ALLOW PROPER AIR CIRCULATION AND PROTECT FROM WETTING WITH SUITABLE COVER. MECHANICAL H.V.A.C. CONTRACTOR SHALL SUBMIT FULLY ENGINEERED H.V.A.C. SHOP DRAWINGS TO THIS ARCHITECT'S OFFICE AND TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO CONSTRUCTION. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR, IN A FIRST CLASS WORKMANSHIP MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERABLE AND ACCEPTANCE BY THE ENGINEER SHALL BE A CONDITION OF THE SUB -CONTRACT. CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTIO ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. THE CONTRACTOR SHA FURNISH ALL LABOR, MATERIALS AND EQUIPMENT SHOWN OR INDICATED FOR A COMPLETE H.V.A.C. SYSTEM IN STRICT ACCORDANCE WITH ALL CODES, AND THE AGENCIES HAVING JURISDICTION OVER THE PROJECT, AND ALSO THE LATEST EDITION WITH REVISIONS OF THE FOLLOWING PUBLICATIONS: A.N.S.I. B9.1 MECHANICAL REFRIGERATION N.F.P.A. PAMPHLETS 90A, 90B AND 91 S.M.A.C.N,A. A S.H.R.A.E. LOCAL, STATE AND NATIONAL CODE, rULES, REGULATIONS AND ORDINANCES MASONRY SIZE BLOCK ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULARS E MANUFACTURED IN CONFORMANCE WITH ASTM C-90'STANDARD SPECIFICATIONS FOR HOLLOW LOAD ALL MATERIALS SHALL BE NEW AND BEAR U.L. LABELS, WHERE APPLICABLE. ALL AIR BEARING CONCRETE MASONRY UNITS', GRADE N, f = 1500 PSI. BLOCK SHALL BE PLACED USING CONDITIONING DUCTS SHALL BE 1"THICK, 3 1/2" P.C.F. R-6 FIBERGLASS WITH VAPOR RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BARRIER JACKET, UNLESS OTHERWISE NOTED. FABRICATE AND INSTALL ALL DUCTS IN BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS IS TO STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS. DUCT COMPLY WITH ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT SIZES ARE NET INTERNAL. ALL FRESH AIR EXHAUST AIR DUCTS SHALL HAVE AN 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM OF 3/8" COURSE AGGREGATE, AND SHALL BE ADJUSTABLE DAMPER AT GRILLS AND OR FANS. DUCTS FOR EXHAUST AIR OR FRESH PLACED WITH A SLUMP OF 8'' TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. AIR SHALL BE GALVANIZED SHEET METAL WRAPPED WITH MINIMUM I" R-6 FIBERGLASS TYPE 'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED BATT OR BLANKET INSULATION. MOUNT ALL THERMOSTATS AT +4'-O" ABOVE FLOOR. AND MIXED AS OUTLINED IN ASTM C-270.HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" ALL INTERIOR AND EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS To BE FASTENED IN PLACE WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL FILLED AND ALLOW A MINIMUM OF 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. BUILDING CODES. THE H.V.A.C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF THE GROUTED CELLS AT EACH LIFT. ALL OF THE ABOVE FOR APPROVAL. CONTRACTOR SHALL INSTALL ALL EQUIPMENT CLEAN OUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND BEFORE GROUTING. GROUT AND ACCESSORIES IN SUCH A MANNER THAT THEY MAY BE READILY ACCESSIBLE FOR EXCEED 4' LIFT SHALL NOT EXC SERVICING AND OR REPLACEMENT. H.V.A.C. CONTRACTOR SHALL BE RESPONSIBLE ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM SPECIFICATION A-615. REINFORCING FOR BALANCING THE HN.A.C. SYSTEM AND FOR PRINTING INSTRUCTIONS FOR THE STEEL SHALL BE FREE FROM OIL, LOOSE SCALE AND RUST. OWNER'S OPERATION OF THE SYSTEM. ELECTRIC STRIP HEATERS SHALL BE MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE UNIT -MOUNTED, COMPLETE WITH FUSES, HI -TEMP CUTOUTS (AUTOMATIC AND "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI-530.1-99/ASCE 6-99/A_ CSE/TMS 602-99), AS MANUAL), RELAYS AND ETC, WITH SIZES ARE REQUIRED. PROVIDE FIRE DAMPERS IN PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE: A' UC -TS PASSING RU FIRE RATED RCS CE 'SGS AND WALLS, UNLESS MASAONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED OTHERWISE NOTED ,D OR SHOWN ON THE PLANS AND/OR AS REQUIRED BY THE STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THE MASONRY PORTION OF THIS PROJECT AUTHORITY HAViN � TO> L A * G VE" ' 1, TING AND AIR „ . # MASON- . SHALL BEA CERTIFIED STRUCTURAL MASONRY CONTRACTOR ORA CERTIFIED STRUCTURAL CONDIT 0NNING S , � � C A -_L _ 0l O; , TO THE STATE OF FLOR:~OA *-� -x�-- .^ a RESPONSIBLE TO ASSURE THE ZORK ISA <,_ , THE SENIOR MASONRY SUPERVISOR WILL BE RESPO MODEL Ef ERGY , - Y " L vIN LATEST E � ,; , ,. 7, , ; IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.- WITH REV AiR�HANDLINGUNIISSHALL HAVE GONDENSAT� SAFE ,, WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, FILL TWO ADJACENT WITH CONCRETE GROUT. WASTE W/TRAP. SLUMP SHALL BE 9 1 ALL GROUT SHALL BE FLUID L ELECTRICAL NOTES THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE EI £GYRI LINTELS AND SILLS ANY CMU WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED SHALL HAVE &'w (NOMINAL) WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO ARCHITECT ATTENTION PRI R€NG BOTH ENDS CONCRETE LINTELS & SILLS REINFORCED WITH 2 #S BOTTOM, MINIMUM OF 8'BEA , �, "+i WORK SHALL B_ DON AW€: GS. ALL AL R TOC COMMENCEMENT T ELECTRICAL D O N WORK. Dom, NOT SCALE EL T OF O IN ACCORDANCE WITH THE LATEST EDMON OF THE NATIONAL ELECTRICAL CODE AND ALL CODES, ES 0`, E UNLESS HORIZONTAL EINF NOTED. HORIZONTAL REINFORCEMENT EVERY OTHER COURSE 9 GAUGE GALVANIZED LADDER TYPE REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY-DUT`( QUICK-MADE,QUICK-BREAK ENCLOSURES AS REQUIRED BY EXPOSURE. OUTLET TOUR -O -WALL OsR EQUAL). ' BOXES SHALL BE PRrSSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET AND DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED LOCATIONS. ELECTRICAL SYSTEM SHALL BE GROUNDED. PROVIDE PROPER SIZE AND TYPE OF PROTECTION DEVICES TO MATC EQUIPMENT BEING SERVED. LOAD DATA IS BASED ON INFORMATION GIVEN TO ARCHITECT/ENGINEE WOAD TRUSS NOTES AT TIME OF DESIGN, VERIFY ALL EQUIPMENT AND PANEL SIZES PRIOR TO ORDERING. ALL MATERIALS CONCRETE FOLLOW THE STANDARDS OF ACI -316, ACI -301 AND ACI -347. CONCRETE IS TO BE A MIX DESIGNED IN ACCORDANCE WITH ASTM C-94-72 TO ACHIEVE A STRENGTH IN 28 DAYS AS STATED BELOW, WITH A PLASTIC AND WORKABLE MIX. A CERTIFICATE OF MANUFACTURER'S VES THE . NO WATER IS TO BE ADDED AFTER THE TRUCK LEA MIX AND STRENGTH IS TO BE PROVIDED PLANT, WITHOUT APPROVAL OF THE ENGINEER OR PLANT ENGINEER. PLANT CONTROL SHALL BE REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED (LION). SLAB ON COMPACTED FILL = 3000 PSI STRUCTURAL SLABS = 4000 PSI FOUNDATIONS = 3000 PSI COLUMNS AND BEAMS = 4000 PSI (U.O.N.) BEAMS = 4000 PSI (U.O.N.) CONCRETE SHALL HAVE A MAXIMUM SLUMP OF b" MAXIMUM AGGREGATE SIZE SHALL BE 3/". ALL AGGREGATE SHALL CONFORM TO ASTM -3,3. MAXIMUM WATER CONTENT SHALL BE 33 GALLONS PER CUBIC YARD OF CONCRETE. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS = 3" BEAMS = 1 Y> ' SUSPENDED SLABS = 1" SLAB SHALL BE A MIN IMUM OF 4" THICK AND SHALL BE REINFORCED WITH 6' K6" x1.411.4 W.W.M.I CENTERED IN CONCRETE AND DOUBLED AT PERIMETER. REINFORCEMENT SHALL COMPLY WITH FIM A615 AND ASTM A185 FOR WELDED WIRE FABRIC. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD SHALL BE COMPACTED TO A MINIMUM D@:SITY OF 95% OF THE T-180 MODIFIED PROCTOR TEST. THE AREA OF THE BOTTOM OF THE FOOTINGS SHILL BE COMPACTED PRIOR TO THE PLACEMENT OF STELL WITH A VIBRATORY COMPACTOR TO INSURE UNIFORM DENSITY BENEATH THE FOOTING. DENSITY TESTS SHALL BE TAKEN IN FOOTING AREAS. SLAB SHALL BE PLACED OVER ONE LAYER OF 6 MIL VISQUEEN VAPOR BARRIER. ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM. REINFORCEMENT CLEARANCE CLEARANCE OF REINFORCING STEEL FROM FACE OF CONCRETE TO THE OUTERMOST BAR SHALL E AS FOLLOWS, WHEREVER PRACTICAL, UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS. FORMED CONCRETE IN CONTACT WITH GROUND 2" BEAMS AND COLUMNS 11/2" SLABS 11. FOOTINGS 2" FROM TOP, 3"BOTTOM/SIDES TIE COLUMNS 1 1 /2" TO TIES POLYETHYLENE SHEET POLYETHYLENE SHEET SHALL BE PLACED CONTINUOUSLY UNDER CONCRETE SLABS ON GROUND AD SHALL BE A MINIMUM OF b MIL. THICK. ALL JOINTS SHALL BE LAPPED MINIMUM I2" AND CONTINUML°°-= TAPED WITH A MINIMUM OF 2" WIDE VINYL TAPE. POLYETHYLENE SHEET SHALL EXTEND AT LEAST ON INCH ONTO STEM WALL. WHERE PIPES, CONDUITS, STAKES, REINFORCING BARS OR OTHER OBJECTI?S THGROUGH THE MEMBRANE, THE MEMBRANE SHALL BE FITTED WITHIN 2" AND SEALED WITH TAPE. LUMBER DESIGN LOADS ROOF LIME LOAD = 30 PSF SUPERIMPOSED DEAD LOAD = 25 PSF FLOOR, LIVING AREAS (DL + LL) = 60 PSF, (BALCONY= 125 PSF) ALL LUMBER SHALL BE DOUGLAS FIR WITH A MINIMUM FIBER STRESS OF 1200 PSI, OR SOUTHERN PINE 42 STRUCTURAL GRADE, U.O.N. HATCHED WALLS INDICATE BEARING FRAME PARTITIONS AND SHALL HAVE 2 X STUDS AT 16" O/C WITH DOUBLE TOP PLATE. ALL EXTERIOR AND INTERIOR STUD WALLS AS NOTED T TOP SHALL BE BRACED WITH 16 GAUGE GALVANIZED METAL TIES ON A V FORM FROM BOTTOM O CE T � - PENNY NAILS. FOR INTERMEDIATE PLATES WITH 2 1 b PLATE. ATTACH BRACES .O .OP AND BOTTOM PLA E NAILING USE 10 PENNY NAILS. TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) SETS OF TRUSS LAYOUT PLANS AND ENGINEERING SHOP DRAWINGS TO ARCHITECT FOR REVIEW AS TO COMPLIANCE WITH DESIGN CONCEPT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL HELD DIMENSIONS. ALL WOOD TRUSSES SHALL BE ANCHORED AT BOTH ENDS WITH APPROVED GALVANIZED METAL TRUSS STRAPS. TYPICAL EACH TRUSS. WHEN BEARING ON CONCRETE BEAM, EACH TRUSS MUST HAVE METAL TRUSS SEATS CAST INTO CONCRETE. ALL WOOD TRUSSES TO BE ANCHORED TO BEARING FRAME PARTITION WITH APPROVED GALVANIZED METAL TRUSS STRAPS, TYPICAL EACH TRUSS. ALL WOOD TRUSSES BEARING ON CONCRETE TIE BEAMS, TO HAVE GALVANIZED METAL TRUSS SEATS CAST INTO CONCRETE AT EACH TRUSS TYPICAL. TRUSS MANUFACTURER SHALL COORDINATE TRUSS FABRICATION WITH AIR CONDITIONING DUCT LAYOUT. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'0" MUST BE ENGINEERED BY TRUSS MANUFACTURER. ALL HEADERS FOR FRAMED OPENINGS LESS THAN 6'0" HAVE BEEN DESIGNED BY RATIONAL ANALYSIS BY THE ENGINEER OF RECORD THE BRACING SHOWN IN PLAN ACTS AS A RIGID CEILING PROVIDE REQUIRED DRAFTSTOPS IN TRUSS SPACE. PRE -FABRICATED WOOD TRUSSES TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS, AND THEIR CONNECTIONS TO EACH OTHER. DESIGN FOR BRACING OF INDIVIDUAL TRUSS OR GIRDER MEMBERS TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS IS THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. (DELEGATED ENGINEERING SHOP DRAWINGS REQUIRED) THE BUILDING CODE REQUIRES THE ENGINEER -0F -RECORD TO INCLUDE WITH ALL RECORD PLANS COMPLETE TRUSS FRAMING PLANS, INCLUDING ALL CONNECTIONS AND LOADING DATA, TO THE BUILDING DEPARTMENT FOR PERMIT. THE TRUSS DESIGN DELEGATED ENGINEER MUST FOLLOW THE LAYOUT OF THE TRUSSES AND GIRDER- TRUSSES, AS SHOWN ON THE STRUCTURAL FRAMING PLANS. DESIGNED AND FABRICATED IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENERS" BY NFPA (LATEST EDITION) TRUSSES SHALL BE DESIGNED, SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER, WHO MAY BE ASSIGNED AS A DELEGATED ENGINEER FOR THE CONTRACTOR. THE DELEGATED ENGINEER SHALL DESIGN AND INDICATE ON THE SHOP DRAWINGS ALL TRUSS COMPONENTS, TEMPORARY BRACING, BRIDGING, HARDWARE, METAL HANGERS, ANCHORS AND METAL SHAPES AS REQUIRED BY DESIGN OR AS INDICATED ON THE PLANS. ALL METAL PARTS ARE TO BE GALVANIZED. SHOP DRAWINGS SHALL COMPLY WITH THE CURRENT BUILDING CODES, REGARDING MODIFICATION OF THE FRAMING (FROM THE ONE SHOWN ON THE STRUCTURAL PLANS), INDICATING ALL PERMANENT SOIL SHALL BE TREATED FOR TERMITES FOR A DISTANCE OF FOUR FEET BEYOND THE PERIMETER OF A BRACING (AS SHOWN ON THE STRUCTURAL PLANS) AND INDIVIDUAL MEMBER BRACING. FOOTINGS AE TREATED ND/OR SLAB EDGES. THE STRUCTURAL PLANS INDICATE ALL THE REQUIRED LATERAL PERMANENT BRIDGING, AS RECOMMENDED BYTHE'TRUSS PLATE INSTITUTE". TRUSS DESIGNER ENGINEER SHALL PROVIDE INFORMATION AND SHOW ON PLAN, ALL LATERAL BRACING OF ANY TRUSS INDIVIDUAL MEMBERS, AS CALCULATIONS FOR VENTILATION: REQUIRED BY TRUSS DESIGN. ON A .015 STATIC PRESSURE, 60 SQUARE INCHES FOR EACH CAR IN A DWELLING WILL TRUSSES SHALL BE INSTALLED WITHOUT OF PLUMB AND OUT OF PLANE TOLERANCES, AS PER THE ,TRUSS BASED PLATE INSTITUTE" (SHOWN ON THE ROOF PLAN). ANY TRUSS EXCEEDING THE SPECIFIED TOLERANCE PROVIDE THE NECESSARY 100 Cfm PER CAR W/ A 7.5 Mph WIND. MUST BE REALIGNED OR REPLACED. VELOCITY @ 7.5 mph = 7.5 x 5280 / 60 = 660 FPM. FREE CFM = 60/144 x 660 - 275 Cfm FREE FLOW. INSTALLATION OF TRUSSES LONGER THAN 35 FT. OR HIGHER THAN 6 FT. SHALL BE MADE UNDER THE DIRECT SUPERVISION OF A LICENSED BUILDING OR GENERAL CONTRACTOR OR A LICENSED STRUCTURAL ENGINEER OR ARCHITECT. SHALL BE NEW AND BEAR U.L. AND UNION LABELS, WHERE APPLICABLE. ALL WORK SHALL BE DONE B A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTABLE TO THE ENGINEER/ARCHITECT. ALL WORK SHA BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF CONSTRUCTIO CONTRACTOR SHALL PROVIDE REQUIRED INSURANCE FOR THE PROTECTION AGAINST PUBLIC LIABILr AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR SHALL PROVIDE CIRCUITS AND REQUIRED ROUTING Of CONDUITS TO SUIT JOB CONDITIONS AND BALANCE LOADS. FURNISH AND INSTALL FIXTURES AS CALLED FOR ON PLANS OR AS SELECTED BY OWNER. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H.V.A.C. EQUIPMENT AND THEIR GIVEN LOAD WITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING -IN FOR PROPER POWER A� WIRING CONTROL LAYOUT AND INSTALLATION. ANY DISCREPANCIES BETWEEN THE GIVEN AND ACTUAL H.V.A.C. LOADS SHALL BE CORRECTED BEFORE ROUGHING IN. GROUND -FAULT CIRCUIT PROTECTION; ALL 120V SINGLE PHASE, 15 AND 20 AMP OUTLETS INSTALLED OUTDOORS, BATHROOM: AND GARAGE SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER OR RECEPTACLE ALL BREAKERS SHALL HAVE 10,000 A.I.C. MINIMUM, U.O.N. INSTALL FACILITIES FOR TEMPORARY POW' FOR CONSTRUCTION AS REQUIRED. ELECTRICAL CONTRACTOR SHALL NOTIFY ENGINEER/ARCHITECT WRITING OF ANY CONFLICT AND/OR DISCREPANCIES FOUND WITH WORK AS SHOWN, SPECIFIED OR IMPLIED ON THESE PLANS, PRIOR TO PROCEEDING WITH WORK IN QUESTION. CONTRACTOR SHALL VERIFY EXACT LOCATIONS OF FIXTURES AND OUTLETS AT JOB SITE BEFORE ROUGHING. ALSO MAY SELECT DIFFERENT MANUFACTURER OR FIXTURES WITH EQUAL SPECIFICATIONS. SMOKE DETECTORS SHALL BE HARD WIRED (1 10 VOLT TYPE) TO NON -SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER. SMOKE DETECTORS SHALL BE LOCATED ON OR NEAR THE CEILING IN THE IMMEDIATE VICINITY OUTSIDE OF EACH SLEEPING AREA AND ON EACH ADDITIONAL FLOOR LEVEL (STORY) AND BASEMENTS INCLUSIVE. BEDROOM ADDITIONS TO EXISTING DWELLINGS WILL BE SUBJECT TO THE SAI REQUIREMENTS. SMOKE DETECTORS SHALL BE 110 VOLT TYPE, PROVIDED WITH VISIBLE "POWER ON INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. CONTRACTOR SHALL VERIFY WITH LOCAL ELECTRICAL UTILITY COMPANY THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER'S SPECIFICATIONS. COORDINATE RACEWAY INSTALLATION WITH OTHER TRADES PRIOR TO CONSTRUCTION. ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED. ALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERM NOTED. THE ELECTRICAL CONTRACTOR SHALL SECURE ALL PERMITS AND INSPECTIONS REQUIRED BY STATE Al LOCAL LAWS AND ORDINANCES. ALL PANELS SHALL HAVE CIRCUIT DIRECTORY CLEARLY LABELED AND MOUNTED INSIDE THE DOOR. PROVIDE GROUNDING SYSTEM FOR ALL TELEPHONE OUTLETS AND EQUIPMENT PER REQUIREMENTS O THE TELEPHONE COMPANY. COORDINATE THE INSTALLATION OF ALL TELEPHONE OUTLETS, RACEWAYS, ENCLOSURES AND BACKBOARDS WITH THE TELEPHONE COMPANY. TELEPHONE CONDUITS SHALL NOT BE INSTALLED IN THE SAME TRENCH WITH POWER AND LIGHTING CONDUITS. COORDINATE ALL ELECTRICAL SITE WORK WITH THE GENERAL CONTRACTOR.ALL GARAGE, EXTERIOf BATHROOM AND KITCHEN RECEPTACLES MUST BE GROUND FAULT CIRCUIT INTERRUPTOR PROTECTEC ALL BEDROOM SHALL HAVE ARC FAULT INTERRUPTER RECEPTACLES. PROVIDE A SEPARATE CIRCUIT FOR A PERSONAL COMPUTER. LOCATION TO BE COORDINATED WITH OWNER. PLUMBING NOTES FURNISH ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED FOR THE COMPLETION OF THE SOIL, WASTE, VENT, DOMESTIC WATER HEATERS, PLUMBING FIXTURES AND ALL OTHER SYSTEMS AS INDICATED ON THE DRAWINGS. ALL WORK AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL CODES, RULES AND AT ORDINANCES HAVING JURISDICTION. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. VALVE IN VALVE BOX EXTEND SERVICE TO WATER METER. PROVIDE WATER METER AND SHUTOFF OUTSIDE BUILDING. CONSULT ARCHITECT FOR LOCATION. LOCATIONS WHERE PIPES PENETRATE WALLS, FLOORS, AND CEILINGS SHALL BE WATERTIGHT. SANITARY PIPES SHALL BE OF HUBLESS CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY BUILDING OFFICIAL. CONTRACTOR TO VERIFY AT SITE LOCATION, ALL EXISTING CONDITIONS, ELEVATIONS AND SIZE OF EXISTING MAINS, WATER AND SEWER FOR CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF ANY PIPING. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR, IN A FIRST-CLASS WORKMANLIKE MANNER AND MAKE THE COMPLETED SYSTEM FULLY OPERATIVE. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CONSTRUCTION. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITERS' AND UNION LABELS WHERE REQUIRED. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS ALL UNDERGROUND SOIL AND WASTE COMPOUND BEFORE COVERING. "BITUMASTIC" OR EQUAL. O PIPING SHALL BE SCHEDULE 40 P.V.C. OR SERVICE WEIGHT CAST IRON WITH MEDIUM WEIGHTS CAST IRON FITTINGS. ALL JOINTS BELOW SLAB TO BE MADE WITH OAKUM AND PURE VIRGIN LEAD. SOIL, WASTE AND VENT PIPING ABOVE SLAB TO BE SAME AS SPECIFIED FOR BELOW SLAB EXCEPTTHAT THE CONTRACTOR MAY AT HIS OPTION USE NO -HUM PIPE AND FITTINGS IF ACCEPTABLE BY LOCAL N. AUTHORITIES. ISOLATE COPPER PIPE FROM HANGER OR SUPPORT WITH ISOLATOR PAD, SUPER STRUT MODEL C/15/16 LL (OR EQUIVALENT) OR HAIR FELT LINING. HANGERS FOR COPPER PIPING SHALL BE COPPER OR COPPER PLATED. ALL PIPING SHALL BE SUPPORTED IN APPROVED MANNER FROM BUILDING STRUCTURE. HANGERS FOR COPPER PIPING SHALL BE COPPER OR COPPER PLATED. ALL RATED FLOOR AND WALL PENETRATIONS (NO PVC) SHALL HAVE FIRE, SMOKE, AND WATER STOPS BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY CORP. CIC PR 855 OR 3M CP -25 CAULKING OR 303 PUTTY TO ACHIEVE THE SAME FIRE RATING AS WALLS OR FLOORS. LOCATIONS WHERE PIPES PENETRATE WALLS, FLOORS AND CEILINGS SHALL BE WATERTIGHT. CONDENSATE DRAIN PIPES SHALL BE A MINIMUM OF 3/4" PVC (SCHEDULE 40) WITH TRAPS, INSULATED WITH 1/2" ARMAFLEX, AND TERMINATED 6" ABOVE GRADE OUTSIDE OF THE BUILDING. FURNISH AND INSTALL PRESSURE RELIEF VALVE LINE AND TERMINATE AT A LOCATION TO PROVIDE READY, VISUAL INDICATION FLOW. COPPER WATER LINES RUNNING UNDER SLAB SHALL BE PROTECTED BY A MINIMUM OF 12 INCHES OF EARTH COVER, I INCH AMAFLEX (HOT WATER ONLY) AND SLEEVED 12 INCH BELOW SLAB TO 12 INCHES ABOVE SLAB. VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH APPROVED AIR CHAMBERS OR SHOCK ABSORBERS. PROVIDE CONTROL VALVES TO ALL MAINS ENTERING THE BUILDING, RISERS, BRANCHES, GROUP OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT. PROVIDE FULLY ACCESSIBLE CLEANOUTS ON SANITARY AND ANY WASTE PIPING AT BOTTOM OF STACKS. CLEANOUTS LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE, VENT LINES TO EXTEND b" MINIMUM ABOVE ROOF AND FLASH WITH LEAD. PROVIDE AIR CHAMBERS AND 1-1 SHUT OFF VALVES FOR ALL WATER SUPPLY PIPING AT FIXTURES. PROVIDE VACUUM BREAKER AND SHUT OFF VALVE ON ALL HOSE BIBBS. ALL HOSE BIBS SHALL BE FURNISHED WITH BACKFLOW PREVENTERS AND MOUNTED 26" ABOVE GRADE. SANITARY PLUMBING' PIPING TO HAVE MIN. 1/8" PER FT. PITCH AT ALL HORIZ. RUNS PROVIDE CLEANOUTS AT THE BASE OF WASTE STACKS. PROVIDE 1/4!' WATER SERVICE TO REFRIGERATOR. ALL FIXTURES SHALL COMPLY WITH MAXIMUM FLOW RATE OF CONSUMPTION, INSTALL ANTI -SCALD VALVES AS REQUIRED. LAVATORY 2.5 GPM SHOWER HEAD 2.5 GPM Q 80 PSI WATER CLOSET 1.6 GAL. PER FLUSH SINK FAUCET 2.5 GPM @ 60 PSI TEST ALL WATER PIPING UNDER A 150 PS€.HYDROSTATIC TEST FOR A MINIMUM PERIOD OF TWO HOURS. GAS LANDSCAPING NOTES OR ENO MORE THAN 5076 OF REQUIRED TREES CAN BE SAME SPECIES.S. ALL TREES SHALL BE PROPERLY GUYED AND STAKED AT TIME OF PLANTING. SOD TO BE ST. AUGUSTINE "FLORITAM" FREE OF ALL PESTS OR DISEASE. IT SHALL BE LAID EVEN WITHOUT GAPS. GROUND COVER AND SHRUBS TO BE LAID r�UT IN A UNIFORM AND CONSISTENT PATTERN. ALL PLANT MATERIAL SHALL HAVE AN APPLICATION OF SLOW- RELEASE FERTILIZER (AGRI- FORM OR H SIMILAR) AT TIME OF INSTALLATION. R CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES TO AVOID DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANTS AND MATERIALS NECESSARY TO ACHIEVE A FULL Y AND COMPLETED APPEARANCE IN ALL PLANTING BEDS. THE MINIMUM TOPSOIL DEPTH SHALL BE 6 INCHES FOR GROUND COVER AREAS, 4 INCHES FOR SEEDED LL GRASS AREAS, AND 2 INCHES FOR SODDED AREAS. N. ALL LANDSCAPING MATERIALS TO BE FLORIDA NO. 1 GRADE OR BETTER. r{ ALL EXTERIOR LIGHT SOURCES MUST BE RECESSED WITHIN THE STRUCTURE OR FIXTURE IN WHICH IS LOCATED. ALL MECHANICAL EQUIPMENT TO BE SCREENED ON THREE (3) SIDES AS SHOWN WITH SHRUBS SIX (6) VE T INCHES ABO H ITEM TO BE SCREENED. GRASS OR SOD SHALL BE PROVIDE IN ALL OPEN AREAS. INCLUDING SWALE AREA AS SHOWN ON PLANS. ID IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE PROPER WATERING AND SAFEGUARD AGAINST DAMAGE OF ANY KIND DURING THE INSTALLATION UNTIL FINAL APPROVAL OF WORK. ALL TREE SPECIES SHALL BE A MINIMUM OVERALL HEIGHT OF 10 FEET WITH A MINIMUM CANOPY SPREAD OF 4 FEET AND MINIMUM TRUNK DIAMETER AT BREAST HEIGHT OF 2" AND A MINIMUM OF 4 FEET _S, CLEAR WOOD IMMEDIATELY AFTER PLANTING. _R HEDGES SHALL BE MINIMUM 2 FEET IN HEIGHT (FULL TO BASE) PLANTED 2 FEET ON CENTER. IN ALL TREES AND SHRUBS SHALL BEPLANTEDWITH MINIMUM OF 6 INCHES OF TOPSOIL AROUND AND BENEATH ROOT BALL. A MINIMUM OF 2 INCHES CYPRESS MULCH (OR APPROVED EQUAL) OR GROUND COVER SHALL BE INSTALLED AT BASE OF EACH TREE AND THROUGHOUT HEDGE AND SHRUB PLANTING. ANCHORAGE METAL AND WIRE LATH: "PNEU-FAST" 16 GA. STAPLE SPEC. #101-1, TYPE 1 OR BETTER (HOT DIPPED) SATIN FIN. GALVANIZED COATING, HAVING A TENSILE STRENGTH OF 130M PSI. STAPLES SHALL BE MIN. 1 1 /2" LONG SPACED AT 4"C/C MAX. SPRINKLERS (IF SPECIFIED) ALL LANDSCAPE AREAS SHALL BE IRRIGATED BY A FULLY AUTOMATIC SPRINKLER SYSTEM ADJUSTED TO PROVIDE 100 % COVERAGE OF ALL LANDSCAPE AREAS. ALL HEADS SHALL BE OVERLAP AS PER MANUFACTURERS SPECIFICATIONS AND PERFORMANCE ADJUSTED TO 50 STANDARDS. EACH SYSTEM SHALL BE INSTALLED WITH A RAIN SENSOR. OWNER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TO ORDERING AND INSTALLATION. PROVIDE THRERSHOLD AND WEATHERSTRIPPING AT ALL EXTERIOR DOORS. GLASS BLOCK MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS EXPANSION STRIPS TO BE PLACED PER MFGR. SPECS_ GARAGE NOTES PARTITIONS BETWEEN GARAGE AND LIVING AREAS WITH R-11 INSULATION. NO. 25 GAUGE "GYPSUM WALLBOARD APPLIED CHANNEL -SHAPED STUDS @ 16'01C WITH ONE FULL LENGTH LAYER OF VERTICALLY, ATTACHED WITH 1" LONG NO. 6 DRYWALL SCREWS TO EACH SIDE. SCREWS ARE 8" O/C AROUND PERIMETER AND AT 12" O/C ON THE INTERMEDIATE STUD. WE A CK Q 00 N O Q a0 tV 1 ik H ce Lu D Z V) LO et 10 r`1" 00 co Cq C`) u- 10 LO -t Lo q co A 0` Q"I'T 3: L0 N N u L0 qO C O CL x t, ,- _ ,� DATE: Mar. 28, 17 BLDG. DEPT. PLAN REVISIONS: U MA 0 0 0 0 - L L 0 O U - Cu O •- -F=- +- 70 C Q . +- I) a) < 70 .� r CL/ 3 Z U Q 0 CT 0 0 Lr)C'7 M0 ,.q.0 cy) CV ('7 I LJ_ Q 1114` U 1 C3 CY) Q) '4,;r coI C 0U' O i0 C -- >, Q� O CO C3 r Q.7enerai Notes and Speciifcations MANAGED BY: SP DRAWN BY: FZ REVIEWED BY: SP SHEET: A' OF 12 U) � 111 0 0 D Z 15.5 .i n 0 ^ Z p O I� a0 r SITE BENCHMARKJ N0. 1 SET MAG NAI L IL ELEVATION= 16.20 SITE BENCHMARK N0. 1 SET MAG N IL ELEVATION= 1 .20 , 8��E 81040 a• .... CONCRETE FOUND 5/8" i CONCRETE _- IRON ROD MAILBOX (N0 1. D.)�i 0 6' o� COVERED CONCRETE FOUND 5/8" IRON ROD +r® 0.73' "'" �� e r OHW -- i r aHw — WOOD t _.mr�maw OHW --- -- a"W — POWER aHw - f POLE - 5.0 oY F1ALLIMINIM SHED „�A 0.1'X7.5' 4 iM� 00 I j ® PORCH /, j U,, COVERED & SCREENED CONCRETE DRIVEWAY/ o CERAMIC TILE PATIO B.7' i .. EXISTING 1 STORY C) SINGLE FAMILY HOME 1 0 � � CA No. 3360 WOOD STORAGE M O V; FLOOR FINISHED 12.98 ' 1 80 W 'v ELEVATION= 19.20 -�► 37.19' i ,// /18.0' d// 0 07 r� X7.1SITE BENCHMARK NO. 2 1 z c-- �! / SET STEEL SPIKE WOOD STEPS O c�!�� ELEVATION= 19.15 / SToRYs GLE (f� 3 Ln FAMILY H ME ; Ln m ,� , No. 33¢0 ' Ln floo i 39.25 �'/ 29.2 N' FINISH D N ELEVATI N= / 23.7 CONCRETE (f DRIVEWAY I o f 12-44' / - - 00 - - - ---0-)- - - - - - 4' -C -HAI UNK-FENCE i o BROKEN CONCRETE (TYPICAL) 1`0 �5.,�8,® POINT OF URVE 00 00 I .. .D. N90000'00"E 182°30' " FOUND 1 /2"IRON ROD FOIRON PIPE - (N0 1. D.) I In 0 1 CONCRETE FOUND 5/8" MAILBOX IRON ROD (NO 1. D.) COVERED CONCRETE PORCH I Q CONCRETE DRIVEWAY O V` 00 N , -P 161 4 (3) --,%w 01 CONCRETE DRIVEWAY N I 25.35' POINT OF URVE VI - ..-., FOUND 1 /2"IRON ROD (N0 1. D.) In O �8!!� N810401 8 ��' ONCRE-TE BROKE C 1 AREA CALCULATIONS NEW HOME FRONT PORCH BACK PORCH 2,406 S.F. 120 S.F. 170 S.F. s �-� 2,406 S.F. rri O Cal Lr) (y) cy) � CL tsl O N zO00 ;0 > O0 04co Z 15.5 ° ■--1 V{ n v M n O C Z CO u.i Z p ; C3 0 O o, m "1"Z SITE BENCHMARK N0. 1 SET MAG N IL ELEVATION= 1 .20 , 8��E 81040 a• .... CONCRETE FOUND 5/8" i CONCRETE _- IRON ROD MAILBOX (N0 1. D.)�i 0 6' o� COVERED CONCRETE FOUND 5/8" IRON ROD +r® 0.73' "'" �� e r OHW -- i r aHw — WOOD t _.mr�maw OHW --- -- a"W — POWER aHw - f POLE - 5.0 oY F1ALLIMINIM SHED „�A 0.1'X7.5' 4 iM� 00 I j ® PORCH /, j U,, COVERED & SCREENED CONCRETE DRIVEWAY/ o CERAMIC TILE PATIO B.7' i .. EXISTING 1 STORY C) SINGLE FAMILY HOME 1 0 � � CA No. 3360 WOOD STORAGE M O V; FLOOR FINISHED 12.98 ' 1 80 W 'v ELEVATION= 19.20 -�► 37.19' i ,// /18.0' d// 0 07 r� X7.1SITE BENCHMARK NO. 2 1 z c-- �! / SET STEEL SPIKE WOOD STEPS O c�!�� ELEVATION= 19.15 / SToRYs GLE (f� 3 Ln FAMILY H ME ; Ln m ,� , No. 33¢0 ' Ln floo i 39.25 �'/ 29.2 N' FINISH D N ELEVATI N= / 23.7 CONCRETE (f DRIVEWAY I o f 12-44' / - - 00 - - - ---0-)- - - - - - 4' -C -HAI UNK-FENCE i o BROKEN CONCRETE (TYPICAL) 1`0 �5.,�8,® POINT OF URVE 00 00 I .. .D. N90000'00"E 182°30' " FOUND 1 /2"IRON ROD FOIRON PIPE - (N0 1. D.) I In 0 1 CONCRETE FOUND 5/8" MAILBOX IRON ROD (NO 1. D.) COVERED CONCRETE PORCH I Q CONCRETE DRIVEWAY O V` 00 N , -P 161 4 (3) --,%w 01 CONCRETE DRIVEWAY N I 25.35' POINT OF URVE VI - ..-., FOUND 1 /2"IRON ROD (N0 1. D.) In O �8!!� N810401 8 ��' ONCRE-TE BROKE C 1 AREA CALCULATIONS NEW HOME FRONT PORCH BACK PORCH 2,406 S.F. 120 S.F. 170 S.F. NEIN TOTAL UNDER AIR 2,406 S.F. TOTAL. SQUARE FOOTAGE 2,696 S.F. Cal Lr) °.. sem--- WOOD — POWER OH\� POLE NEW A.C. U. - ----- 5.0' ' - 6-.59 s I CO (y) 00 � O 7 3' ///,fir i NEW COVERED PORCH 170 S.F. NEW 1 STORY SINGLE FAMILY HOME c.0 2,406 s.f. %/ N No. 3360 FLOOR FINISHED ELEVATION= 19.20 CO 3 f, SITE BENCHMA�R`K N0. 2"ff/%l� SET STEEL SPIKE /f � ELEVATION= 19.15 R 6 2- o BROKEN CONCRETE 4' CHAINLINK FENCE In (TYPICAL) N90000'00"E 132.30' 0 10, 20, �o IM 56.32' FOUND 3/4" IRON PIPE i I 0 I[� u LO DRAWN BY: z A o. SP Z Cal Lr) (y) cy) o CL Cv N zO00 06 O0 04co L6 04 LL. V{ n v M z N 0 co CO u.i � ; C3 o, m "1"Z V O 3� 0 V, L� N N t, V ZD a- � � = h Lu C� �a = o c F. Q CL QV) h iF f DATE: Mar. 28, 17 BLDG. DEPT. PLAN REVISIONS: 0 0 Site Plan and Notes MANAGED BY: SP DRAWN BY: FZ REVIEWED BY: SP 0 Lr) (y) cy) o Cv 00 LL. p L6 O M co CO � O O m O Site Plan and Notes MANAGED BY: SP DRAWN BY: FZ REVIEWED BY: SP SHEET: SP -1 OF 12 P mo M5MCA Floor -------------------I — — — — — — — — — — — — — — — — — — — — — 12mo M51rIN6 j I ��� 5crl��N COMI�p �- { PA'rl 0 �X15TI N6 PTACHEP 5-MUCTUP-,� ANP FX15TiN6 II PAP-' OF TH15 ���M _j 12�mo M511INCA F — — —i i —WOOP 5H� 12 \O j I I � 12�mo �Y\1511`INC4 �X-r�FIOF W&� FMOVE �Y\15117INC4 — — — — — — — — -- 44----- — — — — — — j I K11'CH�N ANP _j I3A-rH riy\-rur�5 E E TX - - - - - - - - - - - - - 7r— — — — — — — — — — . ....... . — #I--- _0 - - L - - - - - - 71-81!-- zi --------- 11 t 0 P�mo M5fIN6 MG) M PMO �Y\15MC4 II Floor w L _J 0�j E I I I Door ------ i E QTCHEW I -�� I i i } 1 f { I E ��`,l�Iif E \ ` / I i 60" L�0 _1 pATH @6' 60" E Ft— I A 0- TI m -*!I I I -4 ili I { i �� --- \i�r I I p-, 0 0 M I I I i i i i 'M i2WO Fx151r1Nc, 1 00 P�mo M5T1Nc1__/ IM,RlOk WALE INTP10r, W&Lz'_'L /M AP,�A { {III i i i i �IV1N� { 1 I I T 1 1 } III APTA c)_ - — — — — — — — — — --------- 1 { I I I LA C'4 I} I � I j j I I� ��I � /� I \\ I I }} I I PPOOM I If I M �L61 1 11 A \ \ E = , Ti L----- loe - - - - - - - - - - - - 13 ----------4 4 -J, EVI L ------- Z ---------------1-- - — — — — - Pmo M5f1Nc4__j 4 X { I I I I ; I I {I{I `\ M'FIOF W& 12MO �X15'[`IN6 I4 { I I Iljl ' 1 1 �xlrFlorl POOP, 7 I 1 I I l Il . 1 I I � j I I I I III 11 I 'I j f i l I I I } III jl � - - - - 518'i - _j - - - - - - - - - — - - - - - - - - -�'-----,� �?, j ,�{�,-------K I ---f,------------------------ — — ------------t---- __---- — — — — -- 4�— — — _j L?�Mo �)(15TINC4__j Foor Poor I ITAT01 12 W. 111 QWC4 I DEMOLITION PLAN GENERAL NOTES 1. DEMOLITION SHALL NOT BE LIMITED TO WORK ON THESE DRAWINGS BUT SHALL INCLUDE ALL DEMOLITION NECESSARY TO ACCOMMODATE THE NEW WORK. THE DEMOLITION DRAWINGS ARE COMPLIMENTARY AND THE GC AND SUBCONTRACTORS SHALL VISIT THE SITE PRIOR TO BIDDING AND FAMILIARIZE WITH THE WORK REQUIRED FOR DEMOLITION. 2. THE CONTRACTOR SHALL COORDINATE THE DEMOLITION WITH THE LANDLORD, OWNER, LEASING AGENT AND OR TENANT AND SHALL MEET THE RULES AND REGULATIONS SET FORTH BY THE LANDLORD, OWNER AND/OR LEASING AGENT. 3. THE CONTRACTOR SHALL OBTAIN A DEMOLITION PERMIT AND ANY OTHER REQUIRED APPROVALS PRIOR TO THE EXECUTION OF ANY DEMOLITION AND FURNISH ALL LABOR AND MATERIALS REQUIRED TO COMPLETE THE DEMOLITION, SELECTIVE REMOVAL AND SUBSEQUENT OFF SITE DISPOSAL OR STORAGE OF ALL ITEMS WITHIN THE PROJECT AREA. 4. THE CONTRACTOR SHALL COORDINATE WITH OWNER THE USE OF A CONSTRUCTION DUMPSTER FOR PLACEMENT UNLESS A DUMP TRUCK IS USED. THE CONTRACTOR SHALL PROTECT ALL EXTERIOR OF BUILDING AND ADJACENT AREAS AS WELL AS ALL ROADWAYS AND LANDSCAPE FROM DAMAGE DURING DEMOLITION. 5. THE CONTRACTOR SHALL KEEP ALL AREAS IN A SAFE AND CLEAN CONDITION AT ALL TIMES. 6. THE CONTRACTOR SHALL MAINTAIN LIFE SAFETY STANDARDS AT ALL TIMES. 7. THE CONTRACTOR SHALL STRIP PARTITIONS THAT ARE PART OF THE SCOPE OF WORK TO DETERMINE IF IT CAN BE DEMOLISHED OR TO DETERMINE IF THEY ARE ANY ADDITIONAL ELEMENTS THAT MAY NEED TO BE REMOVED OR CAP PRIOR TO DEMOLITION. 8. THE CONTRACTOR SHALL FULLY ACQUAINT HIMSELF WITH THE EXISTING CONDITIONS OF THE SITE AND BE FULLY INFORMED HIMSELF AS TO THE NATURE OF THE EQUIPMENT AND MATERIALS NEEDED FOR THE PROPER EXECUTION OF THE WORK. 9. IF THE CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION, THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE REGULATIONS, LAWS AND ORDINANCES RELATIVE TO THE REMOVAL, HANDLING AND PROTECTION AGAINST EXPOSURE OR ENVIRONMENTAL POLLUTION. NOTIFY LANDLORD AND OWNER INMEDIATELY. 10. THE CONTRACTOR SHALL MAINTAIN PREMISES FREE FROM ACCUMULATION OF WASTE, DEBRIS AND RUBBISH CAUSED BY WORK. AT THE COMPLETION OF A DAY WORK LEAVE PREMISES AND PUBLIC AREAS BROOM CLEAN ON A DAILY BASIS. 11. ALL ITEMS DEMOLISHED ARE TO BE DISPOSED BY CONTRACTOR UNLESS IT IS INDICATED OTHERWISE BY OWNER. 12. COORDINATE WITH CONSTRUCTION DRAWINGS AND ANY OTHER TRADE AS REQUIRED PRIOR TO START OF DEMOLITION. 13. ELECTRICAL POWER SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. COORDINATE WITH ALL TRADES AND OWNER AT LEAST 48 HOURS PRIOR TO PROPOSED INTERRUPTION. 14- WATER SERVICE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. COORDINATE WITH ALL TRADES AND OWNER AT LEAST 48 HOURS PRIOR TO PROPOSED INTERRUPTION. 15. REMOVE ALL WIRING FROM ALL DEMOLISHED RECEPTACLES AND WALLS TO SOURCE PANEL. REMOVE ALL ABANDONED WIRING AND DISPOSE. 16. PATCH ALL HOLES AND SURFACES IN ALL AREAS AFFECTED BY THE DEMOLITION WORK. ALL PATCHING SHALL INCLUDE BUT IS NOT LIMITED TO DUCTWORK, PIPING, PLUMBING, CONDUITS, SWITCHES, RECEPACLES, CONTROLS, JUNCTION, FLOORING, CEILING AND SHALL MATCH EXISTING FINISHES. o WALL PLAN LEGEND o WALL TYPE WALL DESCRIPTION ON EXISTING EXTERIOR WALL EXISTING NO CHANGE L: EXISTING INT WALLS EXISTING NO CHANGE 0 U- IN FILL EXTERIOR WALL IN FILL OPENING NEW INT WALLS NEW WALLS AS PER DETAIL .0 0— 017 111117 NEW EXT WALLS NEW WALLS AS PER DETAIL NEW INT WALLS NEW WOOD IN -FILLED INTERIOR WALLS — — — — — DEMO EXTERIOR WALL REMOVE WALLS — — — — — — — — — — DEMO INT WALLS REMOVE WALLS ME, In z z 0 V z 0 u Lu (j 1 z 10 10 '000 CN cq x 00 Nr01 Lq 00 c (D � L0 DATE: Mar. 28, 17 BLDG. DEPT. PLAN REVISIONS: N AM 0 OF 12 ON L: 0 0 U- � .0 0— co N U- c� c:) < u < cy) 00 QV) a) uj 0 -7 0 u 0 < r) Demo Plan and Notes MANAGED BY: SP DRAWN BY: FZ REVIEWED BY: SP OF 12 U4101��j WAAM SCOPE OF WORK (CONSTRUCTION) 1. NEW CONC. SLAB. SEE SHEET A-4 FOR MORE INFORMATION. 12. NEW EXTERIOR 8" BLOCK WALL. 13. NEW INTERIOR NON- BEARING WALLS. 14. NEW INTERIOR/ EXTERIOR DOORS. 5. NEW WASTE AND SUPPLY LINES FOR NEW BATHROONFS. SEE SHEET P-1 FOR MORE INFORMATION. 17. INSTALL NEW HURRICANE IMPACT WINDOWS 8. WET AREAS TO RECEIVE CEMENTITIOUS BOARD BEFORE TILE 19. NEW AHU TO BE INSTALLED 110. NEW SCREEN BUSHES FOR AHU o WALL PLAN LEGEND o WALL TYPE WALL DESCRIPTION r1 EXISTING EXTERIOR WALL EXISTING - NO CHANGE z s REMARKS New g EXISTING INT WALLS EXISTING - NO CHANGE o 3 3 2 vi d IN FILL EXTERIOR WALL IN FILL OPENING ui U o v NEW INT WALLS NEW WALLS AS PER DETAIL A k�NEW -L EXT WALLS NEW WALLS AS PER DETAIL " f NEW EXT WALLS NEW WOOD FRAMED WALLS AS PER DETAIL O GENERAL CONSTRUCTION NOTES 1. ALL WORK BY ALL TRADES TO BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE, LOCAL, & GOVERNMENTAL CODES, ORDINANCES, STANDARDS AND RESTRICTIONS. 2. ALL TRADES TO COORDINATE THEIR WORK WITH ALL OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS ON THE JOB PRIOR TO COMMENCING CONSTRUCTION AND NOTIFY ARCHITECT OF ALL DISCREPANCIES. DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED DRAWINGS. 4. ALL DIMENSIONS ARE NOMINAL TO THE FACE OF STUDS, CONC. BLK. OR EDGE OF MONOLITHIC SLAB FOOTING UNLESS NOTED OTHERWISE. DOOR AND WINDOW SIZE OPENINGS TO BE VERIFIED WITH THE MANUFACTURER. I 5. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION, THE CONTRACTOR IS EXPECTED TO FURNISH & INSTALL ALL ITEMS FOR COMPLETE FULLY OPERATIVE SYSTEMS IN FIRST CLASS WORKMANLIKE MANNER. 6. INSULATE EXTERIOR MASONARY WALL WITH MIN. R-5.0 INSUL, EXTERIOR WD. FRAMED WALLS WITH R-19 INSUL. AND ATTIC SPACES WITH MIN. R-30 INSUL. 7. COMPACT ALL FILL TO A MIN. OF 95% DENSITY AND POISON SOIL FOR TERMITES; MIN. SOIL BRG.: 2500 P.S.F. 8. MIN. CONC. STRENGTH: 3000 P.S.I. @ 28 DAYS. MIN. CONCRETE COVERAGE FOR REINF. BARS. SLAB: 3/4"; BEAMS & COLS: 1 1/2"; TIE COLS: 3/4"; FORMED CONC. BELOW GRADE: 2" & UNFORMED CONC: 3". 9. REINFORCING STEEL TO BE GRADE 60. 10. DETAILS OF CONCRETE REINF. SHALL BE IN ACCORDANCE WITH "THE MANUAL OF STD. PRACTICE FOR REINFORCED CONCRETE CONSTRUTION". TRAP. 11. TIE COLUMNS TO HAVE DOWELS INTO CONCRETE FTG. WITH THE SAME SIZE AND NUMBER OF DOWELS AS VERTICAL REINF. BARS.; REINF. STL. TO BE LAPPED 30 BAR DIAM. MIN. @ SPLICES. 12. PROVIDE CLEANOUT OPENINGS AT THE BOTTOM OF GROUTED CELLS OF CONCRETE BLK. TIE COLUMNS. 13. ALL WOOD IN CONTACT WITH CONC., MASONRY OR STL. SHALL BE PRESS. TRTD. WD. STRUCTURAL LUMBER TO BE A STRESS GRADE OF MIN. F = 1200 PSI (BENDING). 14. MIN. ELECTRICAL WIRE SIZE SHALL BE # 14 A.W.G. (EXCLUDING THE CONTROL WIRING). ALL CONDUCTORS SHALL BE "COPPER" WITH 'THHN" INSULATION. 15. ALL RACEWAYS UNDERGROUND OR LARGER THAN 2" IN DIAM. SHALL BE GALVANIZED RIGID STL. CONDUIT OR SCHED. 40 PVC.; OTHER RACEWAYS AS PER CODE REQRMTS. 16. PROVIDE "GFI" RECEPTACLES IN BATHROOMS, AT KITCHEN COUNTERS, IN GARAGE AND OUTSIDE LOCATIONS. 17. SANITARY PLBG. PIPING TO HAVE MIN. 1/8" PER FT. PITCH AT ALL HORIZ. RUNS. PROVIDE CLEANOUTS AT THE BASE OF WASTE STACKS. 18. ALL UNDERGRD. WATER PIPING SHALL BE COPPER TYPE "K; ALL OTHER WATER PIPING SHALL BE COPPER TYPE "L". 19. PROVIDE AIR CHAMBERS AND SHUT OFF VALVES FOR ALL WATER SUPPLY PIPING AT FIXTURES; PROVIDE VACUUM BREAKER AND SHUTOFF VALVE ON ALL HOSE BIBBS. 20. A/C AIR HANDLING UNITS TO HAVE CONDENSATE SAFE WASTE WITH TRAP, WINDOW NOTES: 1. PROVIDE SCREEN, HARDWARE & ACCESSORIES AS REQUIRED FOR OPERABLE WINDOWS. 2. ALL EXTERIOR WINDOWS SHALL BE HURRICANE IMPACT RATED OR HAVE HURRICANE PANELS WHICH SHALL COMPLY W/ FBC 2014 3. AT LEAST ONE WINDOW IN EACH BEDROOM SHALL HAVE'A CLEAR OPENING OF 5.7 SQ.FT. 4, CONTRACTOR SHALL VERIFY ALL WINDOW & DOOR R.O. PRIOR TO ORDERING WINDOWS 5. TEMPERED GLASS SHALL BE PROVIDED IN ALL WINDOWS WHICH ARE THREE FEET HORIZONTALLY FROM A TUB OR SHOWER & ADJACIENT TO DOORS WINDOW SCHEDULE KOJI SIZE (R.O.) r1 MATERIAL OPERATION z s REMARKS New g W H o 3 3 2 vi d \ VENTED ui U o v o <b _ A 3'-0" 2'-0" N L O O V O x W OPAQUE WINDOW B 3'-0" 4'-0" O 00 �Nr V O W O IMPACT WINDOW C 2'-6" 5'-0" W O O O IMPACT WINDOW D 3'-0" 5-0" • = �mommm�omommmrommmmmm O O O IMPACT WINDOW F 6'-0" 1'-6" O O IMPACT TRANSOM WINDOW G 1'-9" 2'-0" O O OPAQUE WINDOW H 2'-5" 5'-0" O O EXTERIOR W/SIDELITE .4c, OPAQUE WINDOW E EXISTING DOOR SCHEt KOJI ® A 0% z s OPERATION Q •� Lo CL c6 Z = d o <b 0_ ® c04 N L t� O V x W . 00 �Nr V W ce W +- u::) � LO W 10 - .gyp CL ©� • = �mommm�omommmrommmmmm EXTERIOR W/SIDELITE .4c, VERIFY WIDTHS ON N E EXISTING r u ® A 0% z s Q •� Lo CL c6 Z = d o <b 0_ ® c04 N L t� O V x W . 00 �Nr V W ce W +- u::) � LO W 10 - .gyp CL DATE: Mar. 28, 17 BLDG. DEPT. PLAN REVISIONS: 1H N L0 0 O t� N i U- U , m C CD d Q m L_ C3 (1 Constructio Plan and Notes MANAGED BY: SP DRAWN BY: FZ REVIEWED BY: SP SHEET: A-1 OF 12 ' P _..... _.__... ....... ....... ____ _... _ _.. '. 1 ;.0 ll ,,• V 1/2" GYP. BOARD (TY 0 z a . a a a CONCRETE LINTEL a a a q a Z CL CV Z ° 04 O O WI M'0 V 2X4 MTL. STUDS @ 16" O.C. 0 L.0 °4 a a. a 5�8" STUCCO. Wel J v W ,-44++�� J Nr Z V 00 W LU a) N U a- � LO WC 1 = V Q �L N; Z CL WINDOW SAFEGUARD NOTE 2X4 WOOD HEADER r � # 4 a a a a s EXTERIOR TE R � 0 R I ca f I 5.7 SO FT AREA _ Cj Q i CLEAR OPENING w z WHERE THERE IS A DROP OF MORE THAN 4 FEET ON THE FAR SIDE OF SUCH ° TO FRAME OPENING O WINDOWS AND THE SILL IS LESS THAN 36 INCH ABOVE THE NEAR SIDE WALKING SURFACE, SAFEGUARDS SHALL BE PROVIDED TO PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN AS PER LOCAL CODES. PVC CORNER BEAD. ; METAL CORNER BEAD. < 20" 20" SAFEGUARDS SHALL HAVE ADDITIONAL RAILS, VERTICAL PICKETS OR AN z� �I = MIN. MIN. CLEAR ORNAMENTAL FILLER BELOW THE TOP RAIL_ WHICH WILL REJECT A 4—INCH \ CLEAR OPNG. _ x DIAMETER OBJECT; PERMITTING, HOWEVER, SUCH ORNAMENTAL FILLERS TO HAVE SEALANT OPNG. Q INDIVIDUAL OPENINGS NOT EXCEEDING 64 SO. INCHES IN AREA AS PER LOCAL METAL TRACK. EGRESS WINDOW EGRESS WINDOW `� CODES ANCHOR WINDOW UI TO MIN. OPNG. REO'D FINISHED FLOOR MIN. OPNG. REVID WHERE A BALUSTRADE IS USED TO COMPLY WITH SAFEGUARDS REQUIREMENTS, BIFOLD DOOR. P,T, 1"X BUCK AS PER `'r _ THE MAXIMUM CLEARANCE BETWEEN THE BOTTOM RAIL OF THE BALUSTRADE MANUFACT. APPR OVAt SEE FLOOR PLAN FOR ADDITIONAL EGRESS NOTES AND THE ADJACENT SURFACE SHALL NOT EXCEED 2 INCHES AS PER LOCAL SPECIFICATIONS DOORS AND DOOR LOCKS IN MEANS OF ESCAPE SHALL COMPLY W/ LOCAL CODES CODES. ■ ypa HEAD NT. BI • • DETAIL 2..Kir,%^IAI UCAr%/iAAAB ALE: NUt FU SCALESCA 3 I TYP wimnnw ;:r..w w 1%ESS • DETAILS 41 NnT 11IqFn Im A-3 A_3 A-32ETAIL A_3 I • NU I 10 SCALE FILLED CELL TYP AT JAMBS, corn. SEE PLAN FOR LOCATIONS—CAST LINTEL W/ 1 #5 1/2- GYP. BOARD (TY X. " TYP BOARD 1 /2 GYP. B { " 1 /4 SHIM SPACE �. 2X P.T. BUCK MIN. WIDTH OF 2X4 MTL. STUDS 4 16" 0 » 2X4 MTL. STUDS ®16 0. FRAME, FASTEN TO MASONRY 7::}::::;::�........................... » N W/ 1/4" x 3 1/4" TAPCO S, 3" FROM ENDS & 8" O.C. _ (2) 2X4 WOOD HEADER ; ... .. ....... #5 VERT. (2) 2X4 W000 BUCK (IN ALL SIDES) as ANCHOR DOOR PER PRODUCT - ::: :::? FINERElffD CELL 0 -- ' : a vARiEs :... EA. JAMB APPROVAL, OR W/ # 1 Ox2" a Ix FLATHEAD, STAII�lLESS WOOD SCREWS, THROUGH BUCK, AT a4. 8" O.C. MAX, MIN 3" FROM CASING. :: opEx v \X a FRAME EDGE ° a 1 /4" SHIM SPACE. • •:: W :: } : ::::: cl�v _ a s Q a °d a° TRIM MOLDING 1 3/4" PRE—HU DOOR & FRAME. :: } BIFOLD DOOR. ° :: PROVIDE SEALANT BETWEEN STUCCO & FRAME ALL SIDES SOLID CORE WOOD DOOR. METAL CORNER BEAD. R.O. : ::::; FRAME SHALL FULLY BEAR ON BUCK. 5 6 7 8 wimnnw np;:m1mr'. EIA1 L A=3 A_3 A3L2 _ A-3 •SUALF*- ZIRT T0 S!"ATE NEW ROOF TO BE INSTALLED STRUCTURE ABOVE. 1. STRUCTURE ABOVE. 2X4 MTL. STUDS @ 16" O.C. MATCH EXISTING SLOPE GALVANIZED METAL TRACK AT TTS GALVANIZED METAL TRACK AT TOP of DRILL & EPDXY GROUT SEE PLAN FOR FTG, / BEAM 12 OF WALL, SEALANT TRACKPROVIDE STRUCTURE WALL. PROVIDE SEALANT BErWM TRACK AND STRUCTURE ABOVE. # S D D W L x 2 4" MIN, SIZE AND REINF, TRUSS : ANCHOR 5 AoNAL Woaa PAR7LTION — WOOD PARTITION S 1 /Z» GYP. BOARD { n 4 MIN, EMBED, SPECIFIED BY SEE DETAIL ON SHEET A4) �8' � TRUSS MANUFACTURER (25 GAUGE) STEEL S1U05 - SPACED AT i0' o.c. WITH '/z" .. GYPSUM BOARD EACH SIDE. W(ONAL W00D PARTITION - SfE DETAIL ON SHEET A4} 3 5/8' OR 8" (25 GAUGE) SffFl STUOS sancED nT Ta' o.c. Yens. T/2' GYPSUM ((BOARD EACH SDE. NAL WOOD SEE DETAIL SHEET A4j� ^ (2)- 2X4-- WOOD- BUCK. \ FRAMING PLAN WATER OR VENT PIPE. METAL 1/4" SHIM SPACE. 1 3/4" PRE—HU DOOR & FRAME. D DRIP EDGE � T.O. BM. _ +9'-0" I • p R-30 INSULATION \, 2x8 R.S. CEDAR GALVANIZED METAL RUNNER. PROVIDE SEALANT BETWEN RUNNER AND , a � EXIST, CNC, BEAM J�8" GYP. BD. CEMENTITIOUS FINISH S FFIT GALVANIZED METAL RUNNER. PROHDE-sEnLANT BETitEEN STRUCTURE BELOW. ((OPTIONAL Wood PARTITION — SEE DETAIL ON SHEET A4) ` / Y . I . F W/ CONTINUOUS SOFIT VENT SEE PLANS FOR CLG's. (R(�UNNER AND STRUCTURE BELOW. PARITOSOLID CORE WOOD DOOR. " WOOD TRUSSES 024 O.C. SEEVILiETAIONALL SHEET A PRO (S T/4 BASE SAW i 4R000HOU PRO BASE AS /(s TV%4 SAM TAS la) CASING. Z'—�" TYP. O.H PROVIDE FLS As SCHEDULED. PROVIDE FLOOR AS SCHEDULED. ---MIN. R-4.1 INSULATION DOUBLE BOND BEAM SEE FRAMING PLAN & SCHED. 9 10 11 TYP. FTGIBEAM Q WEL QETAIL A-3 LE: NOT M SCALE A_3 •. NOT TO SCALE A_3 CALE: ANCHOR WINDOW UNIT TO P.T. 1"X .---•— MIN. —4.1 INSULATION BUCK As PER MANUFACT. APPROVAL #/ SPECIFICATIONS -SHIM SMOOTH CEMENTITIOUS SEALANT PAIINT - COORDU W/ OWNER LOPE 1/2" 1 1/2" RECESS AT PERIMETER CONC. SLAB — SEE PLAN—\ 4 o P.T. 1"X BUCK m ° a ° ANCHORED W/ 1/4" FIN. FL. EL. = 0'-0" INTERIOR ° TAPCONS (1 3/4" ° a Q o EMBED) 3" FROM q 4 Z o ° `0 a `X 4 Qa a 4 ENDS & 8" O.C. ALL GRADE X s X X X4 0 4' ° 4 a 4 ° a C. S L HORIZ. N OL P e a00 a 00 1#5 REINF. STL. CONCRETE SILL 5/8" STUCCO. NOTE: PROVIDE YdNDOW ATTACHMENT I A SEE FOR PFTG. SIZELAN AND TO PRESSURE TREATED WOOD BUCK \8" REINF. AS PER PRODUCT APPROVED FASTENER: CONCRETE BLOCK. 12 13 MB DETAIL YPICAL BLOCK YVALL DETAIL A -3 • A-3 • NOT TO SCALE '. 1 ;.0 ll ,,• V 0 z o+ Z CL CV Z 04 O O M'0 V 0 L.0 Wel W ,-44++�� J Nr Z V 00 W LU a) N U a- � LO WC 1 = V Q �L Z CL r � # . DATE: Mar. 28, 17 BLDG. DEPT. PLAN REVISIONS: A A O� 0 (y) 0 O_ O C( CV U_ O L0 tel' co C 1 C o C - CO LU,.. C3 Construction Details MANAGED BY: SP DRAWN BY: FZ REVIEWED BY: SP SHEET: A-3 OF 12 L-5 #2 4"x12" SOUTHERN YELLOW PINE PRE—FAB ROOF TRUSSES 0 24" O.C. ROOFFRAMING PO NOTE: ALL UPLIFT CONNECTORS SPECIFIED CAN BE SUBSTITUTED W/AN APPROVED EQUAL, HOWEVER SUBSTITUTED CONNECTORS & FASTENING SPEC'S MUST MEET OR EXCEED THE UPLIFTS SHOWN. ALL TRUSSES NOT SPECIFICALLY ADDRESSED HAVE UPLIFTS LESS THAN 1,000#, TO BE SECURED TO CONCRETE BEARING SURFACES WITH A HUGHES DTC OR TO WOOD BEARING SURFACES WITH A HUGHES HC -10. IN THE EVENT OF A HUGHES DTC WITH UPLIFTS OF LESS THAN 1000# BEING PLACED IN A LOCATION WHICH WILL NOT ALLOW COMPLETE FASTENING TO TRUSS, A SIMPSON TS -22 W/ (3) 1/4" X 2 1/4" TAPCON SCREWS TO TIE BEAM & FILL ALL HOLES TO TRUSS W/ 10D NAILS. ALL CONNECTORS HAVE BEEN SELECTED TO RESIST LATERAL LOADS. TRUSS ENGINEERING COMPANY TO SPECIFY FASTENING SYSTEMS AND PROVIDE SHOP DRAWINGS BRACING NOTES (1) - BRACING SHOWN DOES NOT INCLUDE TEMPORARY BRACING REQUIRED FOR THE ERECTION AND INSTALLATION OF TRUSSES PRIOR TO THE INSTALLATION OF PERMANENT CROSS BRACING AND WEB LATERAL BRACING REQUIREMENNTS. TEMPORARY BRACING IS THE RFSPONSMUM OF THE TRUSS INSTALLER AND SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTABLE INSTALLATION OF THE ROOF OR FLOOR. (REF: MB -91 SUMMARY SHEET) (2) - PERMANENT WEB LATERAL BRACING IS TO BE INSTALLED AS SHOWN ON THE INDIVIDUAL TRUSS DRAWINGS. (WEB LATERAL BRACING IS NOT SHOWN ON THIS SHEET) PERMANENT WEB LATERAL BRACING IS RESTRAINED TO PREVENT LATERAL MOVEMENT BY SOLID ANCHORAGE TO END WALLS, OR BY PERMANENT DIAGONAL BRACING IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO EXCEED TWENTY (20) FEET ALONG CONTINUOUS WEB BRACE. (REF: HIB -91, SEC. 1323.1) (3) - ALL TOP CHORDS ARE ASSEMBLED TO BE SHEATHED, AND ALL BOTTOM CHORDS BRACED BY THE SYSTEM SHOWN, REFER TO INDWIDUAL TRUSS DRAWINGS FOR THE BRACING REQUIREMENTS OF NON -SHEATHED TOP CHORDS AND UNSUPPORTED BOTTOM CHORDS. (4} - REPER TO T-iiBAi CO14IYvIENTARY ANI? RECOMMENDATIONSFORHANDLING, INSTALLATION AND BRACING RA=T CONNECTED WOOD TRUSSES', APPENDIX C, FOR RECOMMENDED SEQUENCE OF LNSTALLING BRACING COMPONENTS. LATERAL BRACING RESTRAINT DETAIL U ® 2" X 4' STRUCTURAL GRAOE tATERAI SRACING ® 11—O' O. Zv . WITH 2—tOd NAILS AT EACH INTERSECTION CL 2" X 4' STRUCTURAL GRADE #2 AL RNT END WgLt OR GI TRUSTS jMMh1 2 10 NAI S EACH ENDTERVS AND INTERSECTION N 0 00 Oq ®_ C', C`') C4 U- OF ROOF TRUSSESO 2244' O.C. U S 0- =i ui r� LL.00 x a 2" X 4' STRUCTURAL GRAAPEO0dANIGAVA H Z 100 LATERAL H1ALSTECH INTERSECTION ROOF SHEATING NOTE ROOF SHEATING TO BE MIN. 5/8", EXP. 1, CDX PLYWOOD Wl LONG DIMENSION PERPENDICULAR TO FRAMING AND END JOINTS STAGGERED. ROOF SHEATING TO BE ATTACHED WITH 8d COMMON NAILS AT 4" O.C. AT CORNER AND EDGES AND 6" O.C. 5/8" CDX PLYWOOD NAILED W/8d NAILS 4"O,C, @ EDGES AND 6"O,C IN INTERMEDIATE ALL AREAS THIS PLAN ROOF LOADS MAX UPLIFT = 280# UPLIFT CAPACITY = :860 ENHANCED NAILING PATTERN FOR ROOFING 4" O.C. AT CORNERS 4" O.C. AT PERIMETER 6" O.C. AT FIELD 20 psf DEAD LOAD TRUSS ENGINEERING COMPANY TO SPECIFY FASTENING SYSTEMS AND PROVIDE SHOP DRAWINGS IRE—CAST CONCRETE LINTEL SCHEDULE APPLIED LOADS CAST—CRETE LOAD/ FOOT REMARK SIZE GRAVITY I UPLIFT GRAVITY UPLIFT 2— 8"X8" DOUBLE BOND BEAM W/ 1 # 5 CONT (TYPICAL) '4'-0" 210 tbs. 720 tbs. 3820 tbs. 3079 Ibs. 8F16—O 8'-0" 440 tbs. 800 tbs. 2632 tbs. 1634 tbs. 81716-0 12'-0" 440 tbs. 800 tbs. 1254 tbs. 723 tbs. 8F16—O 15'-0" 440 tbs. 800 tbs. 1,370 tbs. 655 tbs. 8F16-1 16'-0" 440 tbs. 800 tbs. 950 tbs. 500 tbs. 8F16-1 9'-4" 440 tbs. 800 tbs. 750 It__ 424 ibs. 81716-1 NOTE : — LINTELS SPECIFIED ARE TO BE CAST—CRETE TRUSS ANCHORAGE NOTE TRUSS ANCHOR STRAP AT (2)-2x8 P.T. CONT. A LEDGER TO BE "SIMPSON" MTS 20 EMBEDDED @ WALLS AND (12) 10d NAILS @ WOOD TRUSS. MAX UPLIFT = 280# UPLIFT CAPACITY = 860# TRUSS ANCHOR STRAP AT (2)-2x8 P.T. CONT. LEDGER TO BE "SIMPSON" MTS 20 WITH (12)-10d x 1-1/2" GALV. NAILS @ WALLS AND (3) 3/1611 x 1-3/4" TAPCONS @ WOOD JOIST. MAX UPLIFT = 280# UPLIFT CAPACITY = 860# 2"x4" CONT. LATERAL BRACING NAILED TO EACH TRUSS W/(2) -16d NAILS. ALL SPLICES TO OCCUR OVER TWO TRUSS SPANS. PLAN VIEW 0 0 PRE— ENGINEERED & APPROVED WOOD ROOF TRUSS 0 24" O/C 2 A-5 3 A-5 2"x4" ##2 SOUTHERN YELLOW PINE Cf�OSS BRACING MEMBERS FASTENED TO TRUSSES W/2 -16d NAILS EACH END (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) 2"x4" CONT. LATERAL WOOD BRACING (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) IIIIIIII ROOF 0 EDGE NAILING 10d @ 4" O.C. O INTERINIEDIATE NAILING 10d @ 6" O.C. V BOUNDRY NAILING 10d @4" O.C. GABLE END NAILING & ALL 10d @ 4" O.C. PANEL JOIi�'TS WITHIN FOUR FEET OF GABLE END WIND PRESSURE ZONES ROOF DIAGRAM ZONE 1: 39.1 PSF ZONE 2: 68.1 PSF ZONE 3: 68.1 PSF END ZONE DISTANCE (a) = 4'-6" NOTE: DESIGN LATERAL LOADS FOR TRUSS CONNECTIONS (WORST CASE). PARALLEL TO WALL (171) = 205 Ibs. PERPENDICULAR TO WALL (172) = 321 Ibs. LOAD SCHEDULE LOCATION LIVE DEAD PART'N TOTAL GROUND FLOOR 40 50 10 100 ROOF 30 12 0 42 BASIC SPEED = 170 m.p.h. @ 3 second gusts IMPORTANCE FACTOR = 1.0 BUILDING CATAGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE= C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NOTE: THIS STRUCTURE IS DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE 2014 FLORIDA BUILDING CODE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. DATE: Mar. 28, 17 BLDG. DEPT. PLAN REVISIONS: A A 0 OIN 0 (y.)0 t� N LL o �� U I iD M CU � CD C- 0 m i 0— Beam Plan and Details MANAGED BY: SP DRAWN BY: FZ REVIEWED BY: SP SHEET: A-5 OF 12 U ® Zv CL N 0 00 Oq ®_ C', C`') C4 U- U S 0- =i ui r� LL.00 x a H Z 100 O LU U F. W f) �N aL 0 W 10 — U Q .o 0 0_ QQ � DATE: Mar. 28, 17 BLDG. DEPT. PLAN REVISIONS: A A 0 OIN 0 (y.)0 t� N LL o �� U I iD M CU � CD C- 0 m i 0— Beam Plan and Details MANAGED BY: SP DRAWN BY: FZ REVIEWED BY: SP SHEET: A-5 OF 12 AIR CONDITIONING NOTES 1. HVAC SUBCONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS 11. ANY WORK PERFORMED DURING THE FIRST YEAR SHALL BE PERFORMED AND EQUIPMENT TO INSTALL A COMPLETE AND OPERATING A/C SYSTEM. AT NO COST TO OWNER. COMPRESSORS SHALL HAVE 5 YEAR WARRANTY I HVAC SUBCONTRACTOR TO PROVIDE ALL REQUIRED HVAC PERMITS. LABOR & MATERIALS). ALL WORK SHALL BE COORDINATED WITH OTHER MANUFACTURER TRADES TO AVOID DELAYS WHICH MAY DELAY PROGRESS OF 2. HVAC SUBCONTRACTOR SHALL PROVIDE EQUIPMENT AS SCHEDULED ON CONSTRUCTION, PLANS. OPERATING WEIGHT LBS. 100 12. FILTERS SHALL BE DISPOSABLE TYPE WITH INITIAL SHARE WEIGHT 3. INSTALLATION SHALL BE IN ACCORDANCE WITH 2014 FLORIDA BUILDING ARRESTANCE OF 10%. AND A CLEAN PRESSURE DROP OF .15. PROVIDE 2 SETS. CODE. 1 13. HVAC SUBCONTRACTOR SHALL PROVIDE ALL NECESSARY OFFSETS BENDS 4. DUCTBOARD DUCTWORK SHALL BE FABRICATED FROM 1.5" AND TRANSITIONS REQUIRED TO PROVIDE A COMPLETE AND OPERATING JOHNS -MANVILLE J -M MICROAIRE SD/MF FIBERGLASS A/C SYSTEM AT NO ADDITIONAL COST TO OWNER. 5. DUCTBOARD AND INSTALLED PER MANUFACTURER'S AND SMACNA 14. PIPE A/C CONDENSATE DRAINS TO GRADE AT EXTERIOR OF BUILDING. RECOMMENDATIONS. FLEXIBLE DUCT SHALL BE THERMAFLEX M -KE OR EQUAL. PROVIDE FLOAT SWITCH IN SAFE PAN. DUCT SHALL BE U.L. LISTED. ALL AIR DEVICES SHALL BE OF ALUMINUM -® CONSTRUCTION. TITUS , METALAIRE OR AS APPROVED BY ARCHITECT. 15. RETURN GRILLES SHALL BE'TITUS" 350ZRL SERIES. UNLESS NOTED =-�—=- OTHERWISE. 6. ALL VENTILATION DUCTWORK SHALL BE GALVANIZED SHEET METAL. FAN MOTOR HP (NON -OVERLOAD) /F.L.A. 1/2 2.1 16. SIDEWALL GRILLES SHALL BE'TITUS" 271 SERIES. UNLESS NOTED OTHERWISE. 7. HVAC SUBCONTRACTOR SHALL TEST AND BALANCE THE AIR QUANTITIES TO FLEX THOSE INDICATED ON PLANS. 17. CEILING DIFFUSERS SHALL BE "TITUS" TDC & 250 -AA SERIES. UNLESS NOTED OTHERWISE. 8. PROVIDE A T&B REPORT IN ACCORDANCE WITH AIR BALANCE COUNCIL 4" 0 STANDARDS. 18. LINEAR DIFFUSERS SHALL BE'TITUS" FL SERIES W/ CONTINUOUS SLOT 47,000 PLENUMS. COORDINATE APPLICATION AND BORDER TYPE WITH 9. HVAC SUBCONTRACTOR SHALL PROVIDE ALL CONTRACTORS, RELAYS AND MANUFACTURER. THERMOSTATS. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SWITCHES. ® 60 THERMOSTATS SHALL BE APPROVED BY EQUIPMENT MANUFACTURER WITH 19. EXHAUST FANS TO BE GROAN OR EQUIVALENT. SPECIFICATIONS ARE LISTED HEAT/COOL/OFF & FAN AUTO/ON SETTING. CONTROL TO BE PROVIDED BY IN FAN SCHEDULE. THE ELECTRICAL CONTRACTOR. 20. ALL DRAIN PANS SHALL BE HAVE A CONDENSATE OVERFLOW SHUT-OFF 10. THE HVAC SUBCONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE SWITCH. 21. ("ASFE-T-SWITCH" MODEL SS2 OR APPROVED EQUAL) THAT SHALL WARRANT ALL WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. QUANTITY AND SIZE lot ■�� •®a -4 ;a WA a'Al DRAIN LINE 314" PVC WITH Y4." INSULATION FROM AHU TO OUTSIDE 45" FLARED TAP INTO TRUNK DUC CIRCULAR DUCT CONNECTION TO PROVIDE CLASS DUCT TO DIFFUS A.. LOW VELOCITY SUPPLY DUCT (SEE PLAN VIEW) SEAL JOINT WITH DUCT SEALER AND TAPE AIR FLOW PROVIDE 1 " FIBER GLASS INSULATION SEALED TO NECK & PERIMETER OF DIFF. r r AIR F w INSULATED FLEXIBLE DUCT R-6 (THERMOFIN OR EQUAL) SEAL JOINT WITH DUCT SEALER AND TAPE INSULATE BACK OF GRILLE WITH 1-1/2 BLANKET, FIBERGLASS INSULATION. 1" IN 4" 1" IN 4" W 3/4W TRANSITION TRANSITION RECTANGULAR TO RECTANGULAR RECTANGULAR TO ELL - RADIUS ROUND TO RECTANGULAR RECTANGULAR CLINC LOCK 014" MIN PROFILE yARIEs CONICAL FLANGEDPENING NOTCH AT CORNERS BELLMOUTH SPIN IN BRANCH FITTING - RECTANGULAR BRANCH FITTING - ROUND 0 1 " INSULATED PLENUM —! INSULATED FLEX DUCT (SEE SCHED. FOR SIZE) DRAWBAND ---, (TYP) SOUND TRAP �-- LAY—IN CEIL'G �— DIFFUSER — SEE SCHED. FOR SIZE 3 FLEX DUCT CONNECTION DETAIL 4 111-1 M-1 CEILING SUPPLY AIR SECONDARY UN �41f�THANDLING CONDENSATE DRAIN W FLOATS ITCH REFRIGERANT LINES FILTER o CONDENSATE DRAIN WITH TRAP UNTO OPT NEOPRENE PAD VIBRATION ISOLATORS 3"-0„ FLOOR .. ''. ° ''a1 • • •'° .... s. 2'x2"x1 /4" ANGLE IRON FRAME OR PREFAB BENCH 5 AIR HANDLER INSTALLATION DETAIL -1 I SCALE: NOT T6S A/C UNIT SCHEDULE (4 TON 16 SEER) MECHANICAL PLAN LEGEND CFM UNIT DESIGNATION SUPPLY GRILL SIZE VOLT/O MANUFACTURER AREA SERVED SEE PLAN A - 10"x10" OPERATING WEIGHT LBS. 100 TRANSFER GRILLS 115v./1 o B - 8"x8'= 1 MODEL NUMBER RHLLHM4BJA C - 6"x6" TOTAL AIR CFM 1600 D -- 4"X6" -® 0 SUPPLY AIR =-�—=- RETURN AIR DUCT FAN MOTOR HP (NON -OVERLOAD) /F.L.A. 1/2 2.1 FLEX DUCT (R-6) z PLENUM 4" 0 FLEX DUCT GRAND TOTAL CAPACITY BTU/HR. 47,000 ------------ 3/4" PVC DRAIN LINE ® 60 CFM EXHAUST FAN A/C UNIT SCHEDULE (4 TON 16 SEER) UNIT TYPE CFM UNIT DESIGNATION AHU VOLT/O MANUFACTURER AREA SERVED SEE PLAN EF -1 CEILING CABINET OPERATING WEIGHT LBS. 100 1/4 115v./1 o DESIGN MANUFACTURED RHEEM 1 MODEL NUMBER RHLLHM4BJA TOTAL AIR CFM 1600 VENT AIR CFM NA 0 EXTERNAL STATIC PRESSURE IN. OF H2O .50 FAN MOTOR HP (NON -OVERLOAD) /F.L.A. 1/2 2.1 ELECTRICAL SERVICE AVAILABLE 1-60-208/230 z SMOKE DETECTORS IN SUPPLY DUCT o GRAND TOTAL CAPACITY BTU/HR. 47,000 _, TOTAL SENSIBLE CAPACITY BTU/HR. 32,900 ENTERING AIR TEMP. 08/W8 80/60 a TYPE AND THICKNESS TA1 QUANTITY AND SIZE PECMFGH ELECTRIC HEAT CAPACITY KW 10 N0. OF HEATING STEPS 2 = MAX AMPS 50/60 UNIT DESIGNATION CU TYPE OF FAN PROP z NO. OF FANS AND HP. (EA.) 1 o w N AMBIENT AIR TEMPL (EA.) 95' NO. OF COMPRESSORS 1 o Cr w MAX AMPS 40/40 oCOMPRESSOR F.L.A. (EA.) 21 ELECTRICAL SERVICE AVAILABLE 1-60-208/230 OPERATING WEIGHT LBS 265 DESIGN MANUFACTURE MODEL N0. 14AJM48A01 SEER 16 REF. PIPING SIZE SUC/L10. INCH. 3/4 / 1/4 EXHAUST FAN SCHEDULE MARK UNIT TYPE CFM ESP. HORSEPOWER VOLT/O MANUFACTURER MODEL# NOTES EF -1 CEILING CABINET 60 0.125 1/4 115v./1 o GROAN 689 1 0 °chi L0 O% Q O O %qO 4 v J J LL. LIJ Z) CL v • 0 0 Lu LLJ Q Q Z Q Lo 10 d' � N 00 (t 04 Cq CO LLL. ui t J 00 00 a)CCli N .v - ]L Lo n�' •,r DATE: Mar. 28, 17 BLDG. DEPT. PLAN REVISIONS: 0 0 • L O LL A C (0 0Q Q N • it N u ' � W 3O Z Q t" J Mechanical Plans and Notes MANAGED BY: SP DRAWN BY: FZ REVIEWED BY: SP SHEET: M-1 Fof 12 *611:1 ref."I 2 &*14MA, Q = __ 01 ELECTRICAL NOTES 1. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2014 FLORIDA BUILDING CODE, THE NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. 2. THE ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FULL COORDINATION OF THIS WORK WITH THAT OF THE GENERAL CONTRACTOR AND THE OTHER SUB -CONTRACTORS. 3. PROVIDE A GUARANTEE AGAINST DEFECTIVE WORKMANSHIP, MATERIALS AND EQUIPMENT FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY OWNER. 4. ALL POWER AND CONTROL WIRING SHALL BE BY THE ELECTRICAL SUB -CONTRACTOR. 5. ELECTRICAL SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICABLE FEES TAXES AND PERMITS. WIRING DEVICES SHALL BE U.L. LISTED COMMERCIAL GRADE. 6. ALL CONDUIT SHALL BE RIGID GALVANIZED EXCEPT AS FOLLOWS: A: EMT MAY BE USED INDOORS, WHERENOT SUBJECT TO ABUSE. B: PVC MAY BE USED UNDERGROUND WHERE ALLOWED BY CODE. 8. ALL WIRE SHALL BE COPPER. #10 AND SMALLER SHALL BE SOLID THHN. #8 AND LARGER SHALL BE STRANDED THHN. CONTROL WIRING SHALL BE # 14 THHN. 9. THESE PLANS ARE BASED ON AVAILABLE INFORMATION. NOTIFY ARCHITECT/ OWNER OF ANY CONDITIONS WHICH AFFECT PROGRESS OF CONSTRUCTION. 10. VERIFY ELECTRICAL REQUIREMENTS OF EACH PIECE OF EQUIPMENT PRIOR TO ACTUAL CONNECTION THERE -TO. 11. ESTABLISH FIELD LIAISON WITH PROJECT MANAGER PRIOR TO STARTING WORK. VERIFY ALL EXISTING CONDITIONS AND NOTIFY ARCHITECT / OWNER OF ANY DISCREPANCIES. 12. ELECTRICAL SUBCONTRACTOR SHALL VERIFY LOCATIONS AND CONNECTIONS TO ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS, PRIOR TO INSTALLING OUTLETS, CONDUIT STUBS, DROPS, ETC. VERIFY LOCATIONS OF ALL CONTROLS FURNISHED BY OTHERS. INSTALL CONTROLS AND MAKE CONNECTIONS THERETO. 13. ALL SLEEPING ROOM BRANCH CIRCUITS SHALL BE ARC FAULT RECEPTACLE. ALL BATH OUTLETS, KITCHEN AND WITHIN 2' OF ANY SOURCE OF WATER TO BE GFI. 14. TAMPER RESISTANT RECEPTACLE REQUIRED AS PER NEC 406.11 FOR ALL NEW OUTLETS 15. COMBINATION TYPE BREAKERS ARE REQUIRED FOR ALL SMOKE DETECTORS. PER NEC 210.126 16. 16. ALL PHONE / INTERNET LOCATIONS TO HAVE (2)CAT6 CABLES. ALL T.V. LOCATIONS TO HAVE (2) CAT6 AND (2)RG6 COAXIAL CABLES. 17. ALL T.V. LOCATIONS TO HAVE (2) CAT6 AND (2)RG6 COAXIAL CABLES. TYPE LOAD CENTER SERVICE 10 VOLTAGE 120/240 MOUNTING MOUNT POLES 30 FIRST 10,000 @ 100% NEW PANEL — A A. I, C. = 10, 000 MAIN BUS NEUTRAL MAINS LOCATION OUTSIDE 200A FULL M.L.O. NUGOND. DEM. POLE V.A. TRIP )IE SIE )IE )IE BRACED OUTLET WIRE G DESCRIPTION K T SINGLE RECEPTACLE SINGLE FLOOD - WALL MOUNTED WIRE COND. POLE TRIP NO DEN V.A. DUPLEX RECEPTACLE__ 1 #6 A.H.U.-1 1 ®�vJ DOUBLE FLOOD - WALL MOUNTED #6 3/4' 50/2 4500 220V RECEPTACLE ���,,, 3 2WV 51000 20/2 3/4' #6 A,C.C.Ur1 5 SWITCHED RECEPTACLE ROOM LIGHT + RECEPTACLES #12 1/2' 20/1 1200 SINGLE FLOOD -SOFFIT MOUNTED 7 QUADRAPLEX RECEPTACLE FAMILY ROOM #12 1 1/2' 20/1 1200 4000 30/2 DOUBLE FLOOD - SOFFIT MOUNTED #10 F DRYER 9 SINGLE FLOOR RECEPTACLE KITCHEN LIGHTS #12 1/2' 20/1 800 INCANDESCENT FIXTURE - CEILING MOUNTED 11 DUPLEX FLOOR RECEPTACLE KITCHEN- SMALL APPLIANCES #14 1/2' 20/1 1200 SWITCHED FLOOR RECEPTACLE% INCANDESCENT FIXTURE - WALL MOUNTED #14 ENTRY 13 14 F DISHWASHER A DISPOSAL #12 1/2" 30/2 Zdin Eg QUADRAPLEX FLOOR RECEPTACLE RECESSED HIGH HAT #14 DINING W 16 GFI GROUND FAULT INTERRUPTER V RECESS INCAND. (EYEBALL) FIXTURE #12 G,F,L OUTLETS (9 18 KITCHEN- SMALL APPLIANCES #14 1/2' 20/1 1200 WP WEATHERPROOF GROUND 24 2 FT UNDER CABINET #12 WASHER W GFI FAULTINTERRUPI'ER FLUOR. FIXTURE #12 1/2' 20/1 1000 EP ELECTRIC PANEL �sj 3FTUNDERCABINET #14 GENERAL LIGHTING ..I 22 �� fFLUOR. FIXTURE #12 1/2' 20/1 1200 VP VAPOR PROOF u48 4 FT UNDER CABINET #14 GENERAL OUTLETS t� V 1 24 t - 1 FLUOR. FIXTURE #12 1/2' 20/1 1200 1200 20/1 1/2' #14 1 GENERAL LIGHTING .J Ii 24x48 FLUOR. FIXTURE ® STRIP LIGHT #10 3/4' 30/2 0 1200 20/1 TRACK LIGHT #14 GENERAL OUTLETS 27 12x48 FLUOR. FIXTURE 00 c r � 1200 20/1 SINGLE POLE SWITCH #14 GENERAL LIGHTING 2 � EXHAUST FAN W/LIGHT $ 3 WAY SWITCH #12 1/2' 20/1 >_ EXHAUSTFAN $4 4 WAY SWITCH #14 GENERAL OUTLETS U) 32 $0 DIMMER SWITCH #12 1/2' 20/1 1200 CEILING FAN 4 PUSHBUTTON #14 SPRINKLER/ CATV 33 34 +� #12 1/2' 20/1 1200 1500 20/1 DISCONNECTSWITCH #12 1 GARAGE CEILING FAN 35 36 O JUNCTION BOX (� 38 CEILING FANw/LIGHT TV JACK 39 40 V PHONE JACK -PREWIREONLY E.M. ELECTRIC CO. METER 16 COMPUTER OUTLET U DATA (W/ GENERAL USE DUPLEX RECEPTICLE) W G.M. GAS CO. METER O PHOTOCELL - SOFFIT MOUNT PANEL 'A' TOTAL LOAD - ® BELL Q PHOTOCELL - WALL MOUNT 21,200 W ® SMOKE DETECTOR ® ELECTRICAL PANEL ® CARBON MONOXIDE DETECTOR O THERMOSTATSYMBOL TYPE LOAD CENTER SERVICE 10 VOLTAGE 120/240 MOUNTING MOUNT POLES 30 FIRST 10,000 @ 100% NEW PANEL — A A. I, C. = 10, 000 MAIN BUS NEUTRAL MAINS LOCATION OUTSIDE 200A FULL M.L.O. NUGOND. DEM. POLE V.A. TRIP )IE SIE )IE )IE BRACED OUTLET WIRE G DESCRIPTION K T C K T DESCRIPTION WIRE COND. POLE TRIP NO DEN V.A. 5,000 50/2 3/4' #6 A.H.U.-1 1 2 RANGE #6 3/4' 50/2 4500 3 4 51000 20/2 3/4' #6 A,C.C.Ur1 5 6 ROOM LIGHT + RECEPTACLES #12 1/2' 20/1 1200 7 8 FAMILY ROOM #12 1 1/2' 20/1 1200 4000 30/2 3/4' #10 F DRYER 9 10 KITCHEN LIGHTS #12 1/2' 20/1 800 11 12 KITCHEN- SMALL APPLIANCES #14 1/2' 20/1 1200 1200 -20/1 1/2' #14 ENTRY 13 14 F DISHWASHER A DISPOSAL #12 1/2" 30/2 1200 1200 20/1 1/2' #14 DINING 15 16 1500 20/1 1/2' #12 G,F,L OUTLETS 17 18 KITCHEN- SMALL APPLIANCES #14 1/2' 20/1 1200 1200 20/1 1/2' #12 WASHER 19 20 REFRIGERATOR #12 1/2' 20/1 1000 1200 20/1 1/2' #14 GENERAL LIGHTING 21 22 MASTER BATHROOM #12 1/2' 20/1 1200 1200 20/1 1/2' #14 GENERAL OUTLETS 23 24 MASTER BEDROOM #12 1/2' 20/1 1200 1200 20/1 1/2' #14 1 GENERAL LIGHTING 25 26 WATER HEATER #10 3/4' 30/2 4500 1200 20/1 1/2' #14 GENERAL OUTLETS 27 28 1200 20/1 1/2' #14 GENERAL LIGHTING 29 30 GARAGE DOOR OPENER #12 1/2' 20/1 800 1200 20/1 1/2' #14 GENERAL OUTLETS 31 32 GENERAL LIGHTING #12 1/2' 20/1 1200 1200 20/1 1/2' #14 SPRINKLER/ CATV 33 34 GENERAL RECEPTACLES #12 1/2' 20/1 1200 1500 20/1 1/2' #12 1 GARAGE CEILING FAN 35 36 37 38 39 40 29,000 PANEL 'A' TOTAL LOAD - 50 200 VA 21,200 RBHOMYGTGP KITCHEN OBATHROOM INCIRCUIT FIRST 10,000 @ 100% = 10,000 VA )iE)IE 1#10 GROUND )K)K )IE NON CONCURRENT LOAD BALANCE @ 60% BALANCE @ 40% = 6,000 VA = 13,680 VA 29.68 KW X 1000 )IE SIE )IE )IE BRACED OUTLET TOTAL LOAD USE = = 124 AMPS 29,680 VA 240 AMPS Q NO � N a 06 cM C7 uJ. � 'c Lo 3- X U- 00 00 LO O C' c6 N N •o — � 0) et C O t CL ELECTRICAL FIXTURES LEGENDx-:• FIXTURE NOTE DESCRIPTION .' E EXISTING - NO CHANGE • I e} its N INSTALL NEW R RELOCATE DATE: Mar. 28, 17 SMOKE DETECTOR/ CARBON MONOXIDE NOTE: HARD WIRED CARBON MONOXIDE DETECTOR W/ BATTERY BACKUP IS REQUIRED WITHIN BLDG. DEPT - 10' OF EACH SLEEPING ROOM TO BE PART . OF THE ALARMS SYSTEM PLAN REVISIONS: FOR NEW ELECTRIC ONLY N O T E S: ARC -FAULT CIRCUIT INTERRUPTER ON ALL SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS EVERYWHERE EXCEPT BATHROOMS, KITCHENS, GARAGES & OUTSIDE RECEPTS. ALL RECEPTS. TO BE "TAMPER -PROOF" AS PER NEC 2011 SEC. 406.11. ELECTRICAL CONTRACTOR TO CONFORM TO 2014 NEC BUILDING CODES. ALL KITCHEN OUTLETS MUST BE GFI TYPE. ALL OUTLETS BOXES FOR RECEPTACLES IN RATED WALLS MUST BE METAL OR JUL RATED FOR USE IN ONE HOUR CONSTRUCTION. COORDINATE ALL CONDUIT RUNS AND EQUIPMENT INSTALLATION WITH OTHERS TRADES TO AVOID CONFLICTS ELECTRICAL CONTRACTOR TO VERIFY PANEL SPACE IN EXISTING ELECTRICAL PANEL. PROVIDE BONDING BAR AT SERVICE OVERHEAD SERVICE TO FPL TRANSFORMER EXISTING (3) 2/0 - (3) 2/0 I (3) 3/0 FIN 2" CONDUIT IN 2" CONDUI T METER 200 A "A" 200 A SERVICE PANEL DISC. 200 A 0 W/ MAIL BRKR �--- (3) # 1 IN 2" CONDUIT EXISTING (1)#2 CU. GNO. WIRE TO COLD WATER PIPE AND 1-5/8" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCING BAR IN THE FOUNDATION 20'-0" LONG MIN. An AMm Lr)(y) ('7 O c C`7 1 I 11- 0 N v' o O o C — CO 0— Electrical Plans and Notes MANAGED BY: SP DRAWN BY: FZ REVIEWED BY: SP SHEET: E-1 of 12 In A New Exterior Door for. - I 1 ff—XTERIOR I GARAGE 0 1�111 STR I I en'T N 0 1 AKI vu %�J 11 -SCALE** SCOPE OF WORK PROPERTY INfORMATION ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.C. 2017 EDITION WITH ALL AMENDMENTS, THE 2014 N.E.C., THE ZONING ORDINANCES IN THE CITY OF JURISDICTION AND ALL APPLICABLE CODES AND STANDARDS. LAND USE CODE LEGAL DESCRIPTION, NAUTICA SOUND PL 2 LT 210 0130 - ZERO LOT LINE ZONING CODE MUNICIPALITY BOYNTON BEACH LOCATION -ADDRESS -PARCEL 'CONTROL -NUMBIER 08-43-45-07-17-000-2100 3646 HUDSON LN SUBDIVISION (CLASSIFICATION OF WORK NAUTICA SOUND PL 2 TYPE 2 ALTERATION PROJECT TEAM I N:_W EXTERIO-R SIDE DOOR OWNER. BUILDING DEPARTMENT (F.B.C.. Z17 ASCE-7-10 EXP. 'C 1) ENCLOSED I 175 MPH (3 SEC. GUSTI HEIGHT 10 FEE IMPORTA NCE, FACTOR 1.0 IkE BUILDING CLASSIFICATION V -B :25FXi I'��ESIDENTIAL M -F BUILDING CODES 2017 F.B.C. Lake Worth, FL 33467 voice 1 561.712.8898 BOYNTON BEACH, FL 33425 DESIGN VIN D PRESSURES Voice 1 561 742 6350 WINDOWS 6 DOORS pot 4-7/ r) P 4�*F 1 NEG -76.0 P.S.F.* WORST CASE ALL OPENINGS IRO 0 F FIELD ZONE " E"GZONE I.., LL./E1- 1-1.1 L_ 3'x 3' CORNERS (D -42.8 PSF _71t . 0/ PS It - -108.2 PSF_ A ADDITI't'L ELECTRICAL r'_/*kI14EL SI-)CHIEDULE U U/A L t_Ulm A USE POLE/ BREAKER LOAD HARE & CONDUIT GEN. LIGOG IP/20A 1.2KW #12- 1/2A ADDITIONAL TOTAL LOAD 1.2 KW ADDITIONAL 60% (1.2 X .60) .72 KW fr' �A_- COMUTED LOAD .72 KW .72 KWSX 1000 W = 3.0 AMPS 240 IDLTS EXISTING ELE(TRICAL PANEL IS 200 AMP WITH PLENTY OF SPACE AND LvnuAVAILALE. Ell-CITIRICAL CONTRACTOR —tv 'vSRtr—I PANEL SPACC IN EXISTING EECTRICAL PANEL. ELECTRICAL SYMBOLS LEGEND INCANDESCENT FIXTURE -WALL MOUNTED SINGLE FOLESY0 I% -In ECTRICAL FIXTURES LEGEND] FlXtUR;E" NOTEI Dir-SCRIrPT ION E EXISTING - NO CHANGE N INSTALL NEW R RELOCATE JEUNE ROSELIA CITY OF BOYNTON J1EAJN-E -RiJT+i -B & 100 E B O'YNTON BEA C -H B-LV0 3646 HUDSON LN BOYNTON BEACH, FL 33425 BOYNTON BEACH FL 33436 Voice 1 561 742 6350 ARCHITECT ZONING DEPARTMENT SANDRA PUERTA, AR 95385 r-ITYC)F BOYNTC)N - 6476 Kirsten Way 100 E BOYNTON BEACH BLVD Lake Worth, FL 33467 voice 1 561.712.8898 BOYNTON BEACH, FL 33425 r 1 -71 n - .8nf"% r rQX I/- 0'/j Voice 1 561 742 6350 Email I sandra@thearchitectgroup.com zC14 CONTRACTOR TO VERIFY ANY CONDITION AND NOTIFY ALL RESPONSIBLE PARTIES IF THERE ARE ANY DISCREPANCIES. THE ARCHITECT ASSUMES NO RESPONSIBILITY. SCALE T E ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.C. 2017 611-1 E-DiTiON WITH ALL AMENDMENTS, THE 2014 N.E.C., THE ZONING ORDINANCES IN THE CITY OF 11 1 RI(zr)lr-Tlnt\l ASD A I I A ppl I(- A p ,I %J %a %J Ld, I %_11 I I CODES AND STANDARDS. I gi vvm UM. 0 IN FULM CUL EA. JMB u__ a J -DATE: Apr. 20, 18 BLDG. DEPT. PLAN REVISIONS: Apr. 20, 18 is A3 0 co u n 'Project �inform ati MANAGED BY.i DRAWN BY: REVIEWED BY: P SHEET. Ta A u z z MOM 0 zC14 6 `0 00 co N LL - U 0 1.6 _x uJ .2 U LL_ 0 00 Lo Z < 00 LLJ C .0 U ZD Lu < u 0 0 Z -C < V) J -DATE: Apr. 20, 18 BLDG. DEPT. PLAN REVISIONS: Apr. 20, 18 is A3 0 co u n 'Project �inform ati MANAGED BY.i DRAWN BY: REVIEWED BY: P SHEET. Ta A