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SEE PROD. APPROVAL FOR ATTACHMENT OR ANCHOR 2x6 P.T. BUCK TO MASONRY W/ 1/2" x 4" HILTI — KWICK BOLT II EXP BOLTS, 6" MIN FROM FIN. FLR. & 24" O.C. (MIN EMBED 2-1/2", BOLTS MAY BE COUNTERSUNK TO ALLOW FOR DOOR HARDWARE CLEARANCE). *ALT. ATTACHMEN T— (2)— ROWS OF HILTI .145 x 3-1/4" POWDER ACTUATED FASTENERS ® 12" O.C. STAGGERED 30# FELT BEHIND GALV. MESH & STUCCO STOP ® GAR. DOOR FILLED CELL TYP AT JAMBS, SEE PLAN FOR LOCATIONS s'-0" _ _ I.O. BEAM '-0" FIRST0.F.L. OVERHANG O.H. TO REMAIN -'EXISTING ROOF TO /L BE REMOVE I I II I OVERHANG TO REM IN O.H. (I /� II I I EXISTING STEEL COLUMN TO BE I I REMOVE II II II EXISTING 2X5 STEEL. — COLUMN TO REMAIN 8'-7' 17'-5' EXIST.ROOF AND SLAB EXIST, COVERED PORCH TO BE REMOVE SOUTH ELEVATION SCALE: 1/4 "=1 -0" XISTING LINTEL REMAINS a WOOD FRAME SOUTHERN AIN #2 SOUTHERN #2 TO REMAIN O 00 - EXISTING BLOCK WALL OUTSIDE SOUTHERN #2 TO REMAIN NEW GARAGE DOOR EXISTING HOME I NEW GARAGE DOOR I �3-0 M EXIST, COVERED PORCH �8'-0, 60 T.O. BEAM 0'-0' FIRST F.FL. REMOVE EXISTING ROOF COVERING TO SECOND STEEL COVERING AND ALLOWING OVERHANG AS SHOWN'ON PLANS 11 e Gam' REMOVE METAL DRIP EDGE T_6. 0._BM..__-_ V.I.F. REMOVE 2"x8" R.S. CEDAR BACK TO NEW OVERHANG AND KEEP EXISTING FROM HOUSE TO NEW OVERHANG REMOVE SOFFIT BACK—/ TO NEW OVERHANG AS SHOWN REMOVE ONE EXISTING STEEL COLUMN AS NOTED REMOVE EXISTING WOOD TRUSSES BACK TO SECOND COLUMN REMOVE EXISTING GALAVANIZED BRACKETS AND BOLTS REMOVE ENTIRE STEEL COLUMN AND ROOF BACK TO SECOND STEEL COLUMN AND ALLOWING OVERHANG AS NOTED ON PLANS EXISTING ROOF TO - BE REMOVE _------- ___� a'—o" � _9„ T.O. BEAM I I O.H. VERHANGO'H� VERHANG TO I I REMAIN \ /,--EXISTING 2X5 STEEL COLUMN TO REMAIN I I EXISTING STEEL I I COLUMN TO BE I REMOVE III II II I I 0' o„ FIRST F.F.L. 1T-5, 8'-7' EXIST, COVERED PORCH EXIST,ROOF AND SLAB TO BE REMOVE 2©0(- oCfvZ _ - J REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SOCC d3U z CL 00 u ,m Lu i IH ZU O Lu U ~ Lu = U IH W) W M h P a 0 m I. N 0 0 �o a a u J Q Lu 7) 0 Z V) /2 DATE: Jan. 3, 20 BLDG. DEPT. PLAN REVISIONS: v 04 �Cd N M W Cl) �Lr) tLo 0 - 3 x 0 J 00 T V o� 300 � N e .0 ULo 10 v m 0 .0 d Q March 3, 2020 A A %0 %� L. 1 Vn O LL ,y C O C M J LL ' O 7� W U Zo 0 " � W_ r- ,0 L r � Ji O ^� � W � Q) •C: N CL Q rr W Building Elevations MANAGED BY: SP DRAWN BY: ST REVIEWED BY: SP SHEET: A-2 FII-E COPY A Residential Exterior Renovation For: 8104 Winter Garden Parkway FORT PIERCE, FL 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 I with all local building codes zoning use of these plans on the express condition that you strictly comply g g 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 the 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 plans 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 Puerto 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. General 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 Puerto 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 Puerto 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 Puerto Architecture, P.A., Limitation Of Liability Under no circumstances shall Sandra Puerto 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 Puerto 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 Puerto 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 Puerto 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 Puerto 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 Puerto 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. Miter Garden t is y Wf€ater Garden Ptrory httar ftdalft tkwy { } k I 5 a{��N,._4 u{ r 3 � i {3fSs ikP.3L 1 mowawjte s a x o SCOPE OF WORK 1. RESIDENTIAL IMPROVEMENT 3. EXISTING NOT CODE COMPLIANCE ROOM CONVERTER BACK TO ORIGINAL GARAGE 4. MODIFY COVERED PORCH ROOF AND SLAB AS PER PLANS NO FOUNDATION WORK NO MECHANICAL, ELECTRICAL OR PLUMBING WORK (F.B.C. 2017 ASCE-7-10 EXP. "i ENCLOSED 170 MPH (3 SEC. GUST) HEIGHT 13' IMPORTANCE FACTOR 1.0 q = 36.3 PSF VELOCITY PtR�ESSURE BUILDING CLASSIFICATION VB OCCUPANCY CLASSIFICATION RM I RESIDENTIAL M-F BUILDING CODES 2017F.B.C. DESIGN WIND PRESSURES 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 1� -42.8 PSF 2� -71.9 PSF 3� -108.2 PSF AREA CALCULATIONS BASE AREA 1706 S.F. EXISTING COVERED PORCH # 1 650 S.F. EXISTING COVERED PORCH #2 143 S.F. COVERED ENTRANCE 76 S.F. EXISTING TOTAL SQ. FT. 2575 S.F. EXISTING TOTAL SQ. FT. UNDER AIR 1706 S.F. MODIFIED COVERED PORCH #1 438 S.F. NEW TOTAL SQ. FT. 2363 S.F. NEW TOTAL SQ. FT. UNDER AIR 1706 S.F. PROPERTY INFORMATION ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.C. 2017,6TH EDITION WITH ALL AMENDMENTS, THE N.E.C. 2014, THE ZONING ORDINANCES IN THE CITY OF JURISDICTION AND ALL APPLICABLE CODES AND STANDARDS. LEGAL DESCRIPTION LAND USE CODE LAKEWOOD PARK -UNIT 5- BLK 55 LOTS 11 AND 12 (MAP 13/02S) MUNICIPALITY SAINT LUCIE COUNTY PARCEL CONTROL NUMBER 1301-605-0363-000-6 SUBDIVISION 0100 - SINGLE FAMILY ZONING CODE RS-4 Cou nt nt LOCATION ADDRESS 8104 WINTER GARDEN PKWY CLASSIFICATION OF WORK TYPE 3 ALTERATION PROJECT TEAM OWNER BUILDING DEPARTMENT SWIFT HOME BUYERS OF FLORIDA LLC PORT SAINT LUCIE BUILDING DEPT. 737 SW Port St Lucie BLVD Ste D 121 SW Port St Lucie Blvd, Port St Lucie, FL 34953 Port St. Lucie, FL 34984 Voice 1 (772) 871-5132 ARCHITECT ZONING DEPARTMENT SANDRA PUERTA, AR 95385 PORT SAINT LUCIE BUILDING DEPT. 6476 Kirsten Way 121 SW Port St Lucie Blvd, Lake Worth, FL 33467 Port St. Lucie, FL 34984 Voice 1 561.712.8898 Voice 1 (772) 871-5132 Fax 1 561.712.8895 Email I Sandra@thearchitectgroup.com SHEET INDEX CVR COVER SHEET A-0 GENERAL NOTES + SPECIFICATIONS D-1 DEMOLITION PLANS & NOTES A-1 CONSTRUCTION PLANS A-2 BUILDING ELEVATIONS CONTRACTOR TO VERIFY ANY CONDITION AND NOTIFY ALL RESPONSIBLE PARTIES IF THERE ARE ANY DISCREPANCIES. THE ARCHITECT ASSUMES NO RESPONSIBILITY. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE F.B.C. 2017,6TH EDITION WITH ALL AMENDMENTS, THE N.E.C.2014, THE ZONING ORDINANCES IN THE CITY OF JURISDICTION AND ALL APPLICABLE CODES AND STANDARDS. C DRA a Z Q - Z 00 F� U W 1� ZU OW U '- W = F � Q DATE: Jan. 3, 20 BLDG. DEPT. PLAN REVISIONS: 10 10 ,0� ,0N M W f") b LL 0 0 3 x a 00 T � 3�6 cN 1� ,0c: 0 a 0 /1 3 V %0 O o o LL , C M o J M W LO O U � � L W � L V D- •0 w L O � W � o � o �N Q �. O rl- 00 Cover and Project Information MANAGED BY: SIP DRAWN BY: ST REVIEWED BY: SP SHEET: CVR 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 AF TER THE DATE OF S FINAL ACCEPTANCE. SHOUL D DEFECTS OCCUR ALL WORK HALL BE REPLACED OR PR OPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. SU BSTANTIAL 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 I 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 MARKED'EGRESS' MUSTBE 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 MISSILE TESTS. WINDOW SAFEGUARD NOTE WHERE THERE IS A DROP OF MORE THAN 4 FEET ON THE FAR SIDE OF SUCH 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. 11 SECURITY NOTES ALL LOCKS ON EXTERIOR DOORS SHALL RESIST A FORCE OF 300 # APPLIED IN ANY MOVABLE DIRECTION. ALL EXTERIOR LOCKS SHALL BE SINGLE CYLINDER WITH 1"THROW FOR 1 3/4" SOLID 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 REM OVABLE PI NS. SINGLE SWING EXTERIOR DO ORS CONNECTING LIV ING 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 INSTALLED AND CONST RUCTED SO THAT NO PAN EL CAN BE DOORS AND WIN DOWS SHALL BEN 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 POI NT WITH HARDENED BOLTS WITH INSERTS ENGAGING AT LEAST TWO OPPOSITE POINTS A MIN. OF 5/8". / POST PERMANENT SIGN WITH 1 7' 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 4Ox29xl6" 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'-O" 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. I. 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 W/ INTEGRAL BUILT-IN SPARK ARRESTER AND RAIN CAP AND BASE FLASHING. SOME ITEMS DO NOT APPLY IF NOT PART Of. THE SCOPE OF WORK STRUCTURAL NOTES CONCRETE THIS BUILDING DESIGNED PER: 2705.2(a) - ACI-530-2/ 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: 500 PSF, 2 P F 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 V. FOUNDATIONS / FOOTINGS BOTTOM 3" SIDES 2" SUSPENDED SLABS: 1" COLUMNS & BEAMS I 1 2" TO THE TIES MAXIMUM AGGREGATE SIZE SHALL BE 3/4 ALL AGGREGATE SHALL CONFORM TO ASTM, C-33. HOII-OW CONCRETE MASONRY UNITS SHALL CONFORM TO AST M 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, CONCRETE SLABS ON GRADE: ALL INTERIOR AND EXTERIOR SLABS AND WALKWAYS AS SHOWN ON THE STRUCTURAL OR ARCHITECTURAL T SHALL BE FOUR INCHES THICK MINIMUM REINFORCED WITH 6 X b - W 1.4 X W 1.4 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 1N 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 1,600SQ.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.I. 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 18INCHES, 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 T" 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: COMPLY WITH THE DESIGN RECOMMENDATIONS ROOF DIAPHRAGM SHALL C 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 1 Od GALV. NAILS SPACED AT 6" O.C. MAX. AT 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 HN.A.C. SHOP DRAWINGS TO THIS ARCHITECT'S OFFICE AND TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR R TO CONSTRUCTION. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR, IN A FIRST CS WORKMANSHIP SYSTEM SHALL BE FULLY OPERABLE AND ACCEPTANCE BY HE ENGINEER MANNER. THE COMPLETED T SHALL BE A CONDITION OF TH E SUB -CONTRACT. CONTRACTOR SHALL VISIT i E JOB SITE AND THOROUGHLY FAMILIARIZE HIM SELF WITH ALL EXISTING CONDITIONS. ALL WO K SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION ALL REQUIRED INSURANCE SHALL BE PROVIDED BY THE CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK.ITHE CONTRACTOR SHALL 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 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 ACCO RDANCE WITH ALL LOCAL CODES RULES AND 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. EXTEND SERVICE TO WATER METER. PROVIDE WATER METER AND SHUTOFF VALVE IN VALVE BOX 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 COMPOUND BEFORE COVERING. "BITUMASTIC" OR EQUAL. ALL UNDERGROUND SOIL AND WASTE 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 T O BE SAME ME AS SPECIFIED FOR LAB EXCEPT THAT THE CI O BELOW SLAB CONTRACTOR MAY AT HIS OPTION USE NO -HUM PIPE AND FITTINGS IF ACCEPTABLE BY LOCAL AUTHORITIES. ISOLATE COPPER PIPE FROM HANGER OR SUPPORT WITH ISOLATOR PAD, SUPER STRUT MODEL C/15/16 (OR EQUIVALENT) OR HAIR FELT LINING. HANGERS FOR COPPER PIPING SHALL BE COPPER OR COPPER PLATED. THE PROJECT, AND ALSO THE LATEST EDITION WITH REVISIONS OF THE FOLLOWING PUBLICATIONS: ALL PIPING SHALL BE SUPPORTED IN APPROVED MANNER FROM BUILDING STRUCTURE. HANGERS FOR COPPER PIPING SHALL BE COPPER OR COPPER PLATED. THE ENTIRE AREA PLUS AN ADDITIONAL THREE FOOT AT PERIMETER, SHALL BE THOROUGHLY A.N.S.I. B9.1 MECHANICAL REFRIGERATION N.F.P.A. PAMPHLETS 90A!, 90B AND 91 ALL RATED FLOOR AND WALL PENETRATIONS NO PVC ( )SHALL HAVE FIRE, SMOKE, AND WATER STOPS BY COMPACTED BY AT LEAST TEN OVERLAPPING PASSES IN PERPENDICULAR DIRECTIONS OF A VIBRATORY A.S.H..A.E. A.S.H.R:A.E. '., FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY COMPACTOR TO ACHIEVE A MINIMUM OF OF MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE WITH AASHTO-180C OR ASTM-D1557. IF FOOTINGS ARE EXCAVATED AFTER THE ACCORDANCE MASONRY LOCAL STATE AND NATIONAL CODE, rULES, REGULATIONS AND ORD � NANCES CORP. CIC PR 855 OR 3M CP-25 CAULKING R G O 303 PUTTY TO ACHIEVE THE SAME FIRE RATING AS WALLS OR FLOORS. AREA COMPACTION, THEN ALL FOOTING BEARING LEVELS SHALL ALSO BE COMPACTED TO A ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK LOCATIONS WHERE PIPES PENETRATE WALLS;. FLOORS AND CEILINGS SHALL BE WATERTIGHT. MINIMUM OF 95 e OF MAXIMUM DENSITY USING A HAND OPERATED VIBRATORY COMPACTOR. MANUFACTURED IN CONFORMANCE WITH ASTM C-90'STANDARD SPECIFICATIONS FOR HOLLOW LOAD ALL MATERIALS SHALL BE NEW AND BEAR U.L. LABELS, WHERE APPLICABLE. AL AIR CONDENSATE DRAIN PIPES SHALL BE A MINIMUM OF 3/4" PVC (SCHEDULE 40) WITH TRAPS, INSULATED EXISTING STRUCTURE SHALL BE CONTINUOUSLY MONITORED DURING SOIL COMPACTION. ANY - - BEARING CONCRETE MASONRY UNITS' GRADEN I'm 1500 PSI. BLOCK SHALL BE PLACED USING ALL BE 1"THICK 3 1 2" P.C.F. R-b FIBERGLASS WITH CONDITIONING DUCTS SHALL / � AP R O WITH 1 2" ARMAFLEX AND TERMINATED "AB VE T / 6 O GRADE OUTSIDE F THE BUILDING. FURNISH AND O H ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA SHALL BE COMPACTED TO AMINIMUM DENSITY RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BARRIER JACKET, UNLESS OTHERWISE NOTED. FABRICATE AND INSTALL ALL D J C , U $S O CTS IN INSTALL PRESSURE RELIEF VALVE LINE AND TERMINATE N AT A LOCATION TO PROVIDE READY, VISUAL OF 95%OF THE T-180 MODIFIED PROCTOR, IN LIFTS NOT TO EXCEED 10" EACH. THE AREA OF THE BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO. FILL MASONRY CELLS IS TO STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS.! DUCT INDICATION FLOW. COPPER WATER LINES RUNNING UNDER SLAB SHALL BE PROTECTED BY A MINIMUM BOTTOM OF THE FOOTINGS SHALL BE COMPACTED, PRIOR TO PLACEMENT OF STEEL, WITH A VIBRATORY 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 OF 12 INCHES OF EARTH COVER, 1 INCH.AMAFLEX (HOT WATER ONLY) AND SLEEVED 12 INCH BELOW COMPACTOR TO INSURE UNIFORM DENSITY BENEATH THE FOOTING. DENSITY TESTS SHALL BE TAKEN IN 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 SHEET METAL WRAPPED WITH MINIMUM 1" R-6 FIBERGLASS FRESH SLAB TO 12 INCHES ABOVE SLAB. THE FOOTING AREAS. PLACED WITH A SLUMP OF 8" TO 10" . USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT.. AIR SHALL BE GALVANIZED VERIFY ALL DIMENSIONS WITH STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. TYPES' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED BATT OR BLANKET INSULATION. MOUNT ALL THERMOSTATS AT+4'-0" ABOVE FLOOR. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH APPROVED AIR CHAMBERS OR AND MIXED AS OUTLINED IN ASTM C-270.HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/9' ALL INTERIOR AND EXTERIOR MOUNTED HN.A.C. EQUIPMENT SHALL BE SECURELY SHOCK ABSORBERS. PROVIDE CONTROL VALVES TO ALL MAINS ENTERING THE BUILDING, RISERS, R TERMITES FOR A MIN. DISTANCE OF FOUR 4 FEET BEYOND THE PERIMETER SOIL SHALL TREATED FOR O 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 BRANCHES, GROUP OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT. NGS AND/OR SLAB EDGES. ALL FOOTINGS 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 PROVIDE FULLY ACCESSIBLE CLEANOUTS ON SANITARY AND ANY WASTE PIPING AT BOTTOM OF ALL ELATES, ANGLES AND MISCELLANEOUS METAL ITEMS TO BE EMBEDDED 1N CONCRETE SHALL BE AL TES, CLEAN OUT 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 STACKS. CLEANOUTS LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. SECURELY AND ACCURATELY FASTENED TO THE CONCRETE FORM WORK BY A MINIMUM OF TWO (2) 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 VENT LINES TO EXTEND 6" MINIMUM ABOVE ROOF AND FLASH WITH LEAD. PROVIDE AIR CHAMBERS AND FASTENERS PRIOR TO CONCRETE PLACEMENT. LIFT SHALL NOT EXCEED 4' SERVICING AND OR REPLACEMENT. HN.A.C. CONTRACTOR SHALL BE RESPONSIBLE SHUT. OFF VALVES FOR ALL WATER SUPPLY PIPING AT FIXTURES. PROVIDE VACUUM BREAKER AND SHUT BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORT WITH TOP BARS FROM ADJACENT ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM, SPECIFICATION A-615. REINFORCING : FOR BALANCING THE H.V.A.C. SYSTEM AND FOR PRINTING INSTRUCTIONS FOR THE OFF VALVE ON ALL HOSE BIBBS BEAM. ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM. STEEL SHALL BE FREE FROM OIL, LOOSE SCALE AND. RUST. OWNER'S OPERATION OF THE SYSTEM. ELECTRIC STRIP HEATERS SHALL BE ALL HOSE BIBS SHALL BE FURNISHED WITH BACKFLOW PREVENTERS AND MOUNTED 26" ABOVE GRADE. ALL ADDED LONGITUDINAL STEEL REINFORCING SHALL EXTEND 6" MINIMUM INTO SUPPORT U.O.N. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE UNIT -MOUNTED, COMPLETE WITH FUSES, HI -TEMP CUTOUTS (AUTOMATIC AND SANITARY PLUMBING PIPING TO HAVE MIN. 1 /8" PER FT. PITCH AT ALL HORIZ. RUNS PROVIDE CLEANOUTS "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI-530.1-99/ASCE 6-99/ACSE/TMS 602-99), AS MANUAL), RELAYS AND ETC, WITH SIZES ARE REQUIRED. PROVIDE FIRE DAMPERS IN AT THE BASE OF WASTE STACKS. STR JCTU RAL-STEEL PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL T PASSING T RU FIRE RATED ROOF CEILINGS AND WALLS UNLESS DUCTS ASS G H - PROVIDE PRO I 1 4 WATER SERVICE / S ICE TO REFRIGERATOR. MASAONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED OTHERWISE NOTED AND OR SHOWN ON THE PLANS AND/OR AS REQUIRED BY THE ALL FIXTURES S4ALL COMPLY WITH MAXIMUM FLOW RATE OF CONSUMPTION, INSTALL ANTI -SCALD DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST AISC STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THc MASONRY PORTION OF THIS PROJECT AUTHORITY HAVING JURISDICTION.\ ALL HEATING, VENTILATING AND AIR VALVES AS REQUIRED: SPECIFICATIONS. ALL STEEL SHALL CONFORM TO ASTM 136, SHOP CONNECTIONS SHALL BE WELDED. SHALL BE A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR' OR A "CERTIFIED STRUCTURAL MASON". CONDITIONING SYSTEMS AND ETC. SHALL CONFORM TO THE STATE OF FLORIDA LAVATORY 2.5 GPM FIEL��":CONNECTIONS SHALL BE 325 HIGH STRENGTH BOLTS AT COLUMNS, TRUSS CONNECTIONS AND THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION, LATEST EDITION SHOWER HEAD' 2.5 GPM :@ 80 PSIS ,ZL OTHER CONNECTIONS. HIGH STRENGTH BOLTS SHALL BE INSTALLED USING CALIBRATED TORQUE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. WITH REVISIONS. A/C AIR HANDLING UNITS SHALL HAVE CONDENSATION SAFE WATER CLOSE-i 1.6 GAL. PER FLUSH WRENCHES. TURN OF NUT METHOD WILL NOT BE ACCEPTED. BEAM TO BEAM CONNECTIONS SHALL BE WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY, FILL TWO ADJACENT WITH CONCRETE GROUT. WASTE W/TRAP. - SINK FAUCET -4f.5 GPM @ 60 PSI BOLTED WITH STANDARD WASHERS UNDER NUTS. ALL BOLTS SHALL BE 3/4" DIAMETER U.O.N. PROVIDE ALL GROUT SHALL BE FLUID, SLUMP SHALL BE 9"+- 1" ELECTRICAL NOTES TEST ALL WATER PIPING UNDER A 150 PSI HYDROSTATIC TEST FOR A MINIMUM PERIOD OF TWO HOURS. 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 LINTELS AND SILLS THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL LANDSCAPING NOTES. DRAWINGS AND MADE IN THE SHOP. BURNING OF HOLES OR CUTS IN STEEL MEMBERS WILL NOT BE ANY CMU WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED SHALL HAVE 8'S(8" (NOMINAL) WORK. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO ARCHITECT ATTENTION PRIOR PERMITTED UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. ALL LEVELING AND CONCRETE LINTELS & SILLS REINFORCED WITH 2 #5 BOTTOM, MINIMUM OF &' BEARING BOTH ENDS, TO COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. ALL WORK SHALL BE DONE NO MORE THAN 50% OF REQUIRED TREES CAN BE SAME SPECIES. BEARING RATES, ANCHOR BOLTS (EXCEPT FOR WOOD), AND LOOSE LINTELS SHALL BE FURNISHED BY UNLESS OTHERWISE NOTED. IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL CODES, ALL TREES SHALL BE PROPERLY GUYED AND STAKED AT TIME OF PLANTING. STEEL CONTRACTOR. ALL BEAMS SHALL BE FABRICATED WITH NATURAL CAMBER UP. STEEL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE GAUGE GALVANIZED LADDER TYPE REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS. DISCONNECT SWITCHES SHALL BE H.P. SOD TO BE ST. AUGUSTINE "FLORITAM" FREE OF ALL PESTS OR DISEASE. IT SHALL BE LAID EVEN WITHOUT CONTRACTOR SHALL CHECK ANCHOR BOLT LOCATION PRIOR TO ERECTION AND NOTIFY GENERAL DUR-O-WALL (OR EQUAL) RATED, HEAVY-DUTY, QUICK -MADE, QUICK -BREAK ENCLOSURES AS REQUIRED BY EXPOSURE. OUTLET GAPS. CONTRACTOR OF ANY DISCREPENCIES SO THAT RELOCATION CAN BE MADE WITHOUT IMPEDING THE BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET AND GROUND COVER AND SHRUBS TO BE LAID OUT IN A UNIFORM AND CONSISTENT PATTERN. PROGRESS OFT E WORK. STRUCTURAL WELD SIZE HALL BE 1 4" MIN. STRUCTURAL STEEL SHALL RE (EVE DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED LOCATIONS. ELECTRICAL ALL PLANT MATERIAL SHALL HAVE AN APPLICATION OFRELEASE FERTILIZER A RI -FORM OR SHOP COATING OF ZINC CHROMATE. PROVIDE 1 COAT TWO MILS THICK WHERE EXPOSED. PROVIDE 2 ( ) SHALL B ED. PROVIDE PROPER SIZE AND TYPE OF PROTECTION DEVI E SYSTEM S L E GROUNDDEVICES TO MATCH SIMILAR AT TIME F INSTALLATION. ,. I O ON. AT 4 MILS THICK WHERE IMBEDDED IN MASONRY COATS ) EQUIPMENT BEING SERVED. LOAD DATA IS BASED ON INFORMATION GIVEN TO ARCHITECT/ENGINEER CONTRACTOR. IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES TO AVOID DAMAGE. WOOD TRUSS NOTES AT TIME OF DESIGN. VERIFY ALL EQUIPMENT AND PANEL SIZES PRIOR TO ORDERING. ALL MATERIALS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANTS AND MATERIALS NECESSARY TO ACHIEVE A FULL LUMBER DESIGN LOADS ROOF LIVE LOAD = 30PSF SUPERIMPOSED DEAD LOAD = 25 PSF FLOOR, SHALL BE NEW AND BEAR U.L. AND UNION LABELS, WHERE APPLICABLE. ALL WORK SHALL BE DONE BY AND COMPLETED APPEARANCE IN ALL PLANTING BEDS. LIVING AREAS (DL+ LL) = 60 PSF, (BALCONY .= 125 PSF) A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED THE MINIMUM TOPSOIL DEPTH SHALL BE 61NCHES FOR GROUND COVER AREAS, 41NCHES FOR. SEEDED CONCRETE ALL BE DOUGLAS FIR WITH A MINIMUM FIBER STRESS OF 1200 PSI OR SOUTHERN PINE #2 ALL LUMBER SHALL OPERATIVE AND ACCEPTABLE TO THE ENGINEER/ARCHITECT.S. SYSTEM SHALL BEFULLY OPE ALL WORK SHALL GRASS AREAS AND 2 INCHES FOR SODDED AREA FOLLOW THE STANDARDS OF ACI-316, A I-301 AND ACI-347. STRUCTURAL GRADE, U.O.N. HATCHED WALLS INDICATE BEARING FRAME PARTITIONS AND SHALL HAVE BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF CONSTRUCTION. ALL LANDSCAPING MATERIALS TO BE FLORIDA NO. 1 GRADE OR BETTER. CONCRETE IS TO BE A MIX DESIGNED IN ACCORDANCE WITH ASTM, C-94-72 TO ACHIEVE A STRENGTH IN 2 X STUDS AT 16" O/C WITH DOUBLE TOP PLATE. ALL EXTERIOR AND INTERIOR STUD WALLS AS NOTED CONTRACTOR SHALL PROVIDE REQUIRED INSURANCE FOR THE PROTECTION i,AGAINST PUBLIC LIABILITY ALL EXTERIOR LIGHT SOURCES MUST BE RECESSED WITHIN THE STRUCTURE OR FIXTURE IN WHICH IS 28 DAYS AS STATED BELOW, WITH A PLASTIC AND WORKABLE MIX. A CERTIFICATE OF MANUFACTURER'S SHALL BE BRACED WITH 16 GAUGE GALVANIZED METAL TIES ON A V FORM FROM BOTTOM TO TOP AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. CIRCUITS SHOWN ON PLANS ARE TO LOCATED. MIX AND STRENGTH IS TO BE PROVIDED. NO WATER IS TO BE ADDED AFTER THE TRUCK LEAVES THE PLATE. ATTACH BRACES TO TOP AND BOTTOM PLATES WITH 2-16 PENNY NAILS. FOR INTERMEDIATE DETERMINE LOAD DATA AND PANEL SIZES. .THE CONTRACTOR SHALL PROVIDE CIRCUITS AND ALL MECHANICAL EQUIPMENT TO BE SCREENED ON THREE (3) SIDES AS SHOWN WITH SHRUBS SIX (6) PLANT, WITHOUT APPROVAL OF THE ENGINEER OR PLANT ENGINEER. PLANT CONTROL SHALL BE NAILING USE 10 PENNY NAILS. TRUSS MANUFACTURER SHALL SUBMIT FOUR 141 SETS OF TRUSS LAYOUT REQUIRED ROUTING OF CONDUITS TO SUIT JOB CONDITIONS AND BALANCE LOADS. FURNISH AND INCHES ABOVE THE ITEM TO BE SCREENED. REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. MINIMUM COMPRESSIVE STRENGTH PLANS AND ENGINEERING SHOP DRAWINGS TO ARCHITECT FOR REVIEW AS TO COMPLIANCE WITH INSTALL FIXTURES AS CALLED FOR ON PLANS OR AS SELECTED BY OWNER. THE ELECTRICAL GRASS OR SOD SHALL BE PROVIDE IN ALL OPEN AREAS. INCLUDING SWALE AREA AS SHOWN ON AT 28 DAYS SHALL BE AS FOLLOWS; UNLESS OTHERWISE NOTED (LION).. DESIGN CONCEPT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL FIELD CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL H.V.A.C. EQUIPMENT AND THEIR PLANS. SLAB ON COMPACTED FILL = 3000 PSI DIMENSIONS. ALL WOOD TRUSSES SHALL BE ANCHORED AT BOTH ENDS WITH APPROVED GALVANIZED GIVEN LOAD WITH THE MECHANICAL CONTRACTOR BEFORE ROUGHING -IN FOR PROPER POWER AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE PROPER WATERING AND SAFEGUARD STRUCTURAL SLABS = 4000 PSI METAL TRUSS STRAPS. TYPICAL EACH TRUSS. WHEN BEARING ON CONCRETE BEAM, EACH TRUSS MUST WIRING CONTROL LAYOUT AND INSTALLATION. ANY DISCREPANCIES BETWEEN THE GIVEN AND AGAINST DAMAGE OF ANY KIND DURING THE INSTALLATION UNTIL FINAL APPROVAL OF WORK. FOUNDATIONS = 3000 PSI HAVE TRUSS SEATS CAST INTO CONCRETE. ALL WOOD TRUSSES TO BEANCHORED TO BEARING ACTUAL H.V.A.C. LOADS SHALL BE CORRECTED BEFORE ROUGHING IN. GROUND -FAULT CIRCUIT ALL TREE SPECIES SHALL BE A MINIMUM E OVERALL HEIGHT OF 10 FEET WITH A MINIMUM CANOPY COLUMNS AND BEAMS = 4000 PSI (U.O.N.) FRAME PARTITION WITH APPROVED GALVANIZED METAL TRUSS STRAPS, TYPICAL EACH TRUSS. ALL PROTECTION; ALL 120V SINGLE PHASE, 15 AND 20 AMP OUTLETS INSTALLED OUTDOORS, BATHROOMS SPREAD OF 4 FEET AND MINIMUM TRUNK DIAMETER AT BREAST HEIGHT OF 2" AND A MINIMUM OF 4 FEET BEAMS = 4000 PSI (U.O.N.) WOOD TRUSSES BEARING ON CONCRETE TIE BEAMS, TO HAVE GALVANIZED METAL TRUSS SEATS CAST AND GARAGE SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER OR RECEPTACLES. CLEAR WOOD IMMEDIATELY AFTER PLANTING. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 6" INTO CONCRETE AT EACH TRUSS TYPICAL. TRUSS MANUFACTURER SHALL COORDINATE TRUSS ALL BREAKERS SHALL HAVE 10,000 A.I.C. MINIMUM; U.O.N. INSTALL FACILITIES ';FOR TEMPORARY POWER HEDGES SHALL BE MINIMUM 2 FEET IN HEIGHT (FULL TO BASE) PLANTED 2 FEET ON CENTER. 9 „ MAXIMUM AGGREGATE SIZE SHALL BE /..ALL AGGREGATE SHALL CONFORM TO ASTM-33. FABRICATION WITH AIR CONDITIONING DUCT LAYOUT. ALL WOOD IN CONTACT WITH MASONRY, FOR CONSTRUCTION AS REQUIRED. ELECTRICAL CONTRACTOR SHALL NOTIFY ENGINEER/ARCHITECT IN ALL TREES AND SHRUBS SHALL BE PLANTED WITH A MINIMUM OF 61NCHES OF TOPSOIL AROUND AND MAXIMUM WATER CONTENT SHALL BE 38GALLONS PER CUBIC YARD OF CONCRETE. CONCRETE OR STEEL SHALL BE PRESSURE TREATED. HEADERS FOR FRAMED OPENINGS GREATER THAN WRITING OF ANY CONFLICT AND/OR DISCREPANCIES FOUND WITH WORK AS, SHOWN; SPECIFIED OR BENEATH ROOT BALL. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: 67MUST BE ENGINEERED BY TRUSS MANUFACTURER. ALL HEADERS FOR FRAMED OPENINGS LESS THAN IMPLIED ON THESE PLANS, PRIOR TO PROCEEDING WITH WORK IN QUESTION. CONTRACTOR SHALL A MINIMUM OF 2 INCHES CYPRESS MULCH (OR APPROVED EQUAL) OR GROUND COVER SHALL BE FOOTINGS = 3" BEAMS = 1 '/z' SUSPENDED SLABS = 1" 60" HAVE BEEN DESIGNED BY RATIONAL ANALYSIS BY THE ENGINEER OF RECORD THE BRACING VERIFY EXACT LOCATIONS OF FIXTURES AND OUTLETS AT JOB SITE BEFORE ROUGHING. ALSO MAY INSTALLED AT BASE OF EACH TREE AND THROUGHOUT HEDGE AND SHRUB PLANTING. SLAB SHALL BE A MIN [MUM OF 4" THICK AND SHALL BE REINFORCED WITH b'k6" xl .4/1.4 W.W.M. SHOWN IN PLAN ACTS AS A RIGID CEILING PROVIDE REQUIRED DRAFTSTOPS IN TRUSS SPACE.. SELECT DIFFERENT MANUFACTURER OR FIXTURES WITH EQUAL SPECIFICATIONS. SMOKE DETECTORS CENTERED IN CONCRETE AND DOUBLED AT PERIMETER. REINFORCEMENT SHALL COMPLY WITH ASTM, SHALL BE HARD WIRED (I I VOLT TYPE) TO NOW SWITCHABLE KITCHEN OR BATHROOM LIGHTING A615 AND ASTM, A185 FOR WELDED WIRE FABRIC. CIRCUIT AND SHALL NOT BE CONNECTED ONTO THE LOAD SIDE OF A GROUND FAULT CIRCUIT SPRINKLERS (IF SPECIFIED) ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD SHALL BE COMPACTED TO A MINIMUM DENSITY INTERRUPTER. SMOKE DETECTORS SHALL BE LOCATED ON OR NEAR THE CEILING IN THE IMMEDIATE ALL LANDSCAPE AREAS SHALL BE IRRIGATED BY A FULLY AUTOMATIC SPRINKLER SYSTEM ADJUSTED TO OF 95% OF THE T-180 MODIFIED PROCTOR TEST. THE AREA OF THE BOTTOM OF THE FOOTINGS SHALL BE VICINITY OUTSIDE OF EACH SLEEPING AREA AND ON EACH ADDITIONAL FLOOR LEVEL (STORY) AND PROVIDE 100 % COVERAGE OF ALL LANDSCAPE AREAS. ALL HEADS SHALL BE OVERLAP AS PER COMPACTED PRIOR TO THE PLACEMENT OF STELL WITH A VIBRATORY COMPACTOR TO INSURE PRE -FABRICATED WOOD TRUSSES BASEMENTS INCLUSIVE. BEDROOM ADDITIONS TO. EXISTING DWELLINGS WILL BE SUBJECT TO THE SAME MANUFACTURERS SPECIFICATIONS AND PERFORMANCE ADJUSTED TO 50 STANDARDS. EACH SYSTEM UNIFORM DENSITY BENEATH THE FOOTING. DENSITY TESTS SHALL BE TAKEN IN FOOTING AREAS. TRUSS MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF TRUSSES, GIRDERS, AND REQUIREMENTS. SMOKE DETECTORS SHALL BE I I VOLT TYPE, PROVIDED WITH VISIBLE "POWER ON SHALL BE INSTALLED WITH A RAIN SENSOR. SLAB SHALL BE PLACED OVER ONE LAYER OF 6 MIL. VISQUEEN VAPORBARRIER. THEIR CONNECTIONS TO EACH OTHER. DESIGN FOR BRACING OF INDIVIDUAL TRUSS OR GIRDER INDICATOR" AND A TEST BUTTON WITH BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE ALL TIE BEAM REINFORCING SHALL EXTEND INTO SPAN OF ANY ADJACENT STRUCTURAL BEAM. MEMBERS TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS IS THE RESPONSIBILITY OF THE INTERCONNECTED. CONTRACTOR SHALL VERIFY WITH LOCAL ELECTRICAL UTILITY COMPANY THE REINFORCEMENT CLEARANCE TRUSS MANUFACTURER. LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER'S SPECIFICATIONS. COORDINATE OWNER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT CLEARANCE OF REINFORCING STEEL FROM FACE OF CONCRETE TO THE OUTERMOST BAR SHALL BE AS RACEWAY INSTALLATION WITH OTHER TRADES PRIOR TO CONSTRUCTION. ALL ELECTRICAL SWITCHES SPECIFICATIONS PRIOR TO ORDERING AND INSTALLATION. PROVIDE THRERSHOLD AND WEATHERSTRIPPING AT ALL EXTERIOR DOORS. FOLLOWS, WHEREVER PRACTICAL, UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS. (DELEGATED ENGINEERING SHOP DRAWINGS REQUIRED) SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED. ALL RECEPTACLES SHALL BE 12" A.F.F. UNLESS OTHERWISE FORMED CONCRETE IN CONTACT WITH GROUND 2" THE BUILDING CODE REQUIRES THE ENGINEER -OF -RECORD TO ?NCLUDE WITH ALL RECORD PLANS NOTED. BEAMS AND COLUMNS I 1 1/2" COMPLETE TRUSS FRAMING PLANS, INCLUDING ALL CONNECTIONS AND LOADING DATA, TO THE THE ELECTRICAL CONTRACTOR SHALL SECURE ALL PERMITS AND INSPECTIONS REQUIRED. BY STATE AND .GLASS BLOCK SLABS V, BUILDING DEPARTMENT FOR PERMIT. THE TRUSS DESIGN DELEGATED ENGINEER MUST FOLLOW THE LOCAL LAWS AND ORDINANCES. FOOTINGS 2" FROM TOP, WBOTTOM/SIDES LAYOUT OF THE TRUSSES AND GIRDER- TRUSSES, AS SHOWN ON. THE STRUCTURAL FRAMING PLANS. ALL PANELS SHALL HAVE CIRCUIT DIRECTORY CLEARLY LABELED AND MOUNTED INSIDE THE DOOR. MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S -1800 psi AT 20 DAYS EXPANSION STRIPS TO BE TIE COLUMNS 1 1 /2" TO TIES DESIGNED AND FABRICATED IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATIONS FOR STRESS PROVIDE GROUNDING SYSTEM FOR ALL TELEPHONE OUTLETS AND EQUIPMENT PER REQUIREMENTS OF PLACED PER MFGR. SPECS. I GRADE LUMBER AND ITS FASTENERS" BY NFPA (LATEST EDITION) THE TELEPHONE COMPANY. TRUSSES SHALL BE DESIGNED, SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL COORDINATE THE INSTALLATION OF ALL TELEPHONE OUTLETS, RACEWAYS, ENCLOSURES AND ENGINEER, WHO MAY BE ASSIGNED AS A DELEGATED ENGINEER FOR THE CONTRACTOR. THE BACKBOARDS WITH THE TELEPHONE COMPANY. GARAGE NOTES POLYETHYLENE SHEET I DELEGATED ENGINEER SHALL DESIGN AND INDICATE ON THE SHOP DRAWINGS ALL TRUSS TELEPHONE CONDUITS SHALL NOT BE INSTALLED IN THE SAME TRENCH WITH POWER AND LIGHTING POLYETHYLENESHEETSHRLL BE PLACED CONTINUOUSLY UNDER CONCRETE SLABS ON GROUND AND COMPONENTS, TEMPORARY BRACING, BRIDGING, HARDWARE, METAL HANGERS, ANCHORS AND CONDUITS. - '. PARTITIONS BETWEEN GARAGE AND LIVING AREAS WITH R-11 INSULATION. NO.25 GAUGE "GYPSUM SHALL BE A MINIMUM OF 6 MIL. THICK. ALL JOINTS SHALL BE LAPPED MINIMUM 1E AND CONTINUOUSLY METAL SHAPES AS REQUIRED BY DESIGN OR AS INDICATED ON THE PLANS. ALL METAL PARTS ARE TO BE COORDINATE ALL ELECTRICAL SITE WORK WITH THE GENERAL CONTRACTORIALL GARAGE, EXTERIOR, WALLBOARD APPLIED CHANNEL -SHAPED STUDS @ 16" O/C WITH ONE FULL LENGTH LAYER OF TAPED WITH A MINIMUM OF 2" WIDE VINYL TAPE. POLYETHYLENE SHEET SHALL EXTEND AT LEAST ONE GALVANIZED. BATHROOM AND KITCHEN RECEPTACLES MUST BE GROUND FAULT CIRCUIT INTERRUPTOR PROTECTED. VERTICALLY, ATTACHED WITH 1" LONG NO. 6 DRYWALL SCREWS TO EACH SIDE. SCREWS ARE 8" O/C INCH ONTO STEM WALL. WHERE PIPES, CONDUITS, STAKES, REINFORCING BARS OR OTHER OBJECT PASS SHOP DRAWINGS SHALL COMPLY WITH THE CURRENT BUILDING CODES, REGARDING MODIFICATION ALL BEDROOM SHALL HAVE ARC FAULT INTERRUPTER RECEPTACLES. AROUND PERIMETER AND AT 12" O/C ON THE INTERMEDIATE STUD. THGROUGH THE MEMBRANE, THE MEMBRANE SHALL BE FITTED WITHIN 2" AND SEALED WITH. TAPE. OF THE FRAMING (FROM THE ONE SHOWN ON THE STRUCTURAL PLANS), INDICATING ALL PERMANENT PROVIDE A SEPARATE CIRCUIT FORA PERSONAL COMPUTER. LOCATION TO BE COORDINATED WITH SOIL SHALL BE TREATED FOR TERMITES FOR A DISTANCE OF FOUR FEET BEYOND THE PERIMETER OF ALL BRACING (AS SHOWN ON THE STRUCTURAL PLANS) AND INDIVIDUAL MEMBER BRACING. OWNER. FOOTINGS AND/OR SLAB EDGES THE STRUCTURAL PLANS INDICATE ALL THE REQUIRED LATERAL PERMANENT BRIDGING, AS. !, RECOMMENDED BY THE'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. ANCHORAGE BASED ON A .015 STATIC PRESSURE, 60 SQUARE INCHES FOR EACH CAR IN A. DWELLING WILL TRUSSES SHALL BE INSTALLED WITH OUT OF PLUMB AND OUT OF PLANE TOLERANCES, AS PER THE "TRUSS PROVIDE THE NECESSARY 100 Cfm PER CAR W/ A 7.5 Mph WIND: PLATE INSTITUTE" (SHOWN ON THE ROOF PLAN). ANY TRUSS EXCEEDING THE SPECIFIED TOLERANCE METAL AND WIRE LATH: "PNEU FAST" 16 GA. STAPLE SPEC. #101-1. TYPE 1 OR BETTER (HOT DIPPED) SATIN VELOCITY @ 7.5 mph = 7.5 x 5280 /. 60 = 660 FPM. FREE CFM = 60/144 x 660 - 275 Cfm FREE FLOW.. MUST BE REALIGNED OR REPLACED. FIN. GALVANIZED COATING, HAVING A TENSILE STRENGTH OF 130M PSI. STAPLES SHALL BE MIN. 1 1 /2, INSTALLATION OF TRUSSES LONGER THAN 35 FT. OR HIGHER THAN b FT. SHALL BE MADE UNDER THE LONG SPACED AT 4"C/C MAX. DIRECT SUPERVISION OF A LICENSED BUILDING OR GENERAL CONTRACTOR OR A LICENSED STRUCTURAL ENGINEER OR ARCHITECT. U00 in Z M a Z - Q i h v 10 O 00 (V n Z = n % N A ® ON O N CO LL e - j Un a 4 rLo t uy J 3 M LLJ J D X O y LL V) � -100 O '- Z U < 3 "'• w � ® LW IYC N U I..o CL 4 LO W Q 0� I (1) '0 C .L Z d N �_�O'l uzw�,_ ,� X" t fs ko -1 ,_ " , )7 DATE: Jan. 3, 20 BLDG. DEPT. N\ PLAN REVISIONS: 0 I L.o L: 0 O ^ {- O 0 C c O O " � 0 O L0 4- L1J L. O w LP-- -4- 1` C _0 • _• O a� 3� 0 r_ M W �I %O r 0 0 0 1 M �O LJJ_ 0 1 W L0 U O%0 I W r EL- 0 M H- IY 0 LL Q O U i IL Notes and Specifications MANAGED BY: SP DRAWN BY: ST - REVIEWED BY: SP SHEET: A-0 FILE copy REMOVE COLUMNS I I I I I I F-7" I �1 I EXISTING CONCRETE SLAB I TO BE REMOVE I I I ZEXISTING ROOF TO BE REMOVE. SHORE & BRACE I AS NEEDED -7 — — — — — — - REMOVE COLUMNS (V N EXISTING 5x5 WOOD COLUMN TO REMAIN � 11" 12'4" 12'-6" EXISTING WALL & CEILING SURFACE COVERED TO BE PREP FOR PORCH #2 PAINTING STUDIO o EXIST. NG 2X5 STEEL o ELECTR AN TO REMAIN i 9 PANELS ATE D W/H LTE PUMP REMOVE AND REPLACE WATER HEATER EXISTING WALL & CEILING SURFACE TO PAINTING REP NG P-` � D03 R COVERED N �� PORCH #1 EXISTING NON -CODE COMPLIANCE ROOM CONVERTED BACK TO ORIGINAL GARAGE 26'-0" 13'_Y EXISTING 2X5 STEEL COLUMN TO REMAIN 3'-0" DR. 5" NEW GARAGE DOOR ----OPENING — i� EO 6'-9" i i i Z-61 DR. N \ P 1/ • ' _ \ ♦ ♦ well 91 — T-7" 4" DINING ROOM V-6" a r O cn REF 19'-6" EXISTING WALL & CEILING SURFACE TO BE PREP FOR EXISTING WALL & CEILING SURFACE TO BE PREP FOR PAINTING LIVING ROOM 20--0" M \i cq FAMILY ROOM EXISTING WALL & CEILING SURFACE TO BE PREP FOR PAINTING 011 COVERED ENTRACE CV BEDROOM #3 EXISTING WALL & CEILING SURFACE TO BE PREP FOR PAINTING 2'-6" DR.. 2, EXISTING WALL & CEILING SURFACE TO BE PREP FOR PAINTING 0 NI� ll" CLOSET 4'-4" — BATH #10 �! '-4DR. BEDROOM #1 EXISTING WALL & CEILING SURFACE TO BE PREP FOR PAINTING 2'-0" DR. ,2'-0" DR. #2 CLOSET KEN O EXISTING AC HORIZONTAL PACKAGE UNIT 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 CONTPACTOR 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. ELECTRIC,L 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, CONTROI.S, JUNCTION, FLOORING, CEILING AND SHALL MATCH EXISTING FINISHES. WALL PLAN LEGEND WALL TYPE WALL DESCRIPTION EXISTING EXTERIOR WALL EXISTING - NO CHANGE EXISTING INT WALLS EXISTING - NO CHANGE IN FILL EXTERIOR WALL IN FILL OPENING NEW INT WALLS NEW WALLS AS PER DETAIL 111L� WJ 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 oU Z ? Q ` CL Z =) 00 U0 W r Z ~ O w U~ W = H Q 00 M P a 0 CO O O 0 a a u LL uj w D- 0 Z N 10 N �06 cV M SO M b � h €Ln 3 x � a a �00 T � a N 3OD �c� 1— v o 0 0 CL a X �ltx-�z DATE: Jan. 3, 20 BLDG. DEPT. PLAN REVISIONS: L� 0 3 L �o ILL. � � O M M ) J LL G uJ O W U Za W_ O L o0i 0' M - W O 0 /L 5 W N 4-- U IL w O r-- W Demo Plan and Notes MANAGED BY: SP DRAWN BY: ST REVIEWED BY: SP SHEET: D-1 DOOR SCHEDULE SIZE MATERIAL CITY OPERATION FRAME (R.0.) N Q N (n N W p p O O J m w O (7 W N Q W H TH O \ H W M C.� Z O z W 1 U 0� 2 O H W F- x Z o= 0_ 3 o $p L- Q N In 2 N 0] 0_ O 3- m Q W H = Z 1 8'-4" 7'-0" 1 3/4" 1 1 • 1 O 1 1 1 • 1 • 1 1 -- -- GARAGE DOOR E EXISTING EXISTING 5x5 WOOD COLUMN TO REMAIN TING 2X5 STEEL UMN TO REMAIN O (V COVERED N PORCH I 1 T-5" EXISTING 2X5 STEEL COLUMN TO REMAIN WINDOW SCHEDULE SIZE (R.O.) MATERIAL OPERATION VENTED Li 00 Y W p U O p � W H a 3 0 = vi REMARKS E EXISTING O O O O 12'-6" 12,4" COVERED PORCH #2 STUDIO � a" EXISTING WALL & CEILING N FAMILY SURFACE TO BE PR P FOR PAINTING ROOM C? E ISTING WALL & CEILING 60 URFACE TO BE PREP 6-9" T-T' W, FOR PAINTING 4; CI i E o EXIST. O o ELECTR PANELSLIT: '-B' DR. E pill F REF w D W/H NEW WATER HEATER EXISTING WALL & CEILING SURFACE TO BE PREP FOR PAINTING rn N O 1 EXISTING NO -CODE COMPLIANCE ROOM CONVERTED BACK TO ORIGINAL GARAGE T-O" DR. Tr 5"Oi�� 1 NEW GARAGE DOOR O m N 8L1m 19'4' DINING ROOM 4nN N & CEILING BE PREP NTING EXISTING WALL & CEILING SURFACE TO BE PREP FOR PAINTING LIVING ROOM r 20'-0" —F (D 10'-5" — `r BEDROOM #3 EXISTING WALL &.CEIL SURFACE TO BE P E FOR PAINTING OOE 2'-6" DR '-0" DR. p BAT WE / EXISTING WALL & CEILING SURFACE TO BE PREP FOR PAINTING 0 BATH #2 Bc RROOM #2 zO 1 O d E 4 CLOSET O 2 CLOSET aqp f TT_lE1 � � v r O c r M • O O O O BATH #1 tE o COVERED ENTRACE / 1 ' 4 O 11'-10" o� ih BEDROOM ' EXISTING WALL & SURFACE TO BE F FOR PAINTING ►vi C©] O EXISTING AC HORIZONTAL PACKAGE UNIT 0 DESIGN WIND PRESSURES WINDOWS & DOORS POS +42.9 P.S.F. NEG -57.3 P.S.F. 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. 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-5.0INSUL., 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 BRIG.: 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. CAD 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. TRT.D. 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 "GH" RECEPTACLES IN BATHROOMS, AT KITCHEN COUNTERS, IN GARAGE AND OUTSIDE LOCATIONS. 17. SANITARY PLBG. PIPING TO HAVE MIN. UTPER 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 SHUTOFF VALVES FOR ALL WATER SUPPLY PIPING AT FIXTURES; PROVIDE VACUUM BREAKER AND SHUTOFF VALVE ON ALL HOSE BIBBS. in N Z Z P N 'o� N ®O g'_,,0 �LL u7 U o 0Lo- Lu u u A/ J Cl LL J W T 7 Z U �00 ® Lu w N U D u h n U Q O CSC Z L � d N SAO DATE: Jan. 3, 20 20. A/C AIR HANDLING UNITS TO HAVE CONDENSATE SAFE WASTE WITH TRAP. B LDG. DEPT. PLAN REVISIONS: o WALL PLAN LEGEND o WALL TYPE WALL DESCRIPTION EXISTING EXTERIOR WALL EXISTING - NO CHANGE EXISTING INT WALLS EXISTING - NO CHANGE IN FILL EXTERIOR WALL IN FILL OPENING NEW INT WALLS NEW WALLS AS PER DETAIL TTTTTT��TT�� JJJl�J111 NEW EXT WALLS NEW WALLS AS PER DETAIL NEW EXT WALLS NEW WOOD FRAMED WALLS AS PER DETAIL 0 L � v O O u- L.L � M u- U LLJ Lo p U ,O ry LLJ �-- J 5.7 SO FT AREA CLEAR OPENING Z w z O FRAME OPENING VTO O LL x 20" 20" z LLLJJ / — MIN. MIN. CLEAR O VJ N CLEAR OPNG. _ x i- OPNG. c U 0 EGRESS WINDOW EGRESS WINDOW MIN OPNG R '—IL SCOPE OF WORK (CONSTRUCTION) 1. EXISTING INTERIOR WALLS & CEILINGS SURFACE TO BE PREP FOR PAINTING 3. EXISTING NOT CODE COMPLIANCE ROOM CONVERTER BACK TO ORIGINAL GARAGE 4. MODIFY COVERED PORCH ROOF AND SLAB AS PER PLANS. (SEE SHEET D-1) 5. REMOVE AND REPLACE WATER HEATER 6. NEW GARAGE DOOR NO FOUNDATION WORK NO MECHANICAL, ELECTRICAL OR PLUMBING WORK EQ D FINISHED FLOOR MIN. OPNG. REQ D N SEE FLOOR PLAN FOR ADDITIONAL EGRESS NOTES DOORS AND DOOR LOCKS IN MEANS OF ESCAPE SHALL COMPLY W/ LOCAL CODES. Q RE DETAIL CD r- 0 NOT 10 SCALE - WINDOW SAFEGUARD NOTE Constructior WHERE THERE IS A DROP OF_MORE :THAN 4 FEET ON THE FAR SIDE OF SUCH Plan ar1C WINDOWS AND THE SILL IS LESS THAN 36'INCH ABOVE THE NEAR SIDE WALKING Notes SURFACE, SAFEGUARDS SHALL BE PROVIDED TO PREVENT THE FALL OF PERSONS WHEN SUCH WINDOWS ARE OPEN AS PER LOCAL CODES. MANAGED BY: SP DRAWN BY: ST I SAFEGUARDS SHALL HAVE ADDITIONAL RAILS, VERTICAL PICKETS OR AN REVIEWED BY: SP - ORNAMENTAL FILLER BELOW THE TOP RAIL WHICH WILL REJECT A 4-INCH DIAMETER OBJECT; PERMITTING, HOWEVER, SUCH ORNAMENTAL FILLERS TO HAVE INDIVIDUAL OPENINGS NOT EXCEEDING 64 SQ. INCHES IN AREA AS PER LOCAL CODES SHEET: WHERE A BALUSTRADE IS USED TO COMPLY WITH SAFEGUARDS REQUIREMENTS, THE MAXIMUM CLEARANCE BETWEEN THE BOTTOM RAIL OF THE BALUSTRADE A-1 AND THE ADJACENT SURFACE SHALLNOTEXCEED 2 INCHES AS PER LOCAL CODES ti - rya 6 pvk//