The URL can be used to link to this page

Home My WebLink About5053 Gall Blvd5�2,�F2r� �002 Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL8791 Application Type New _ Code Version 2004 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Arch Aluminum and Glass Co., Inc. 10200 NW 67th Street Tamarac, FL 33321 (800)432-8132 Ext198 fdeato@archaluminum.net Bong Deato fdeato@archaluminum.net FROILAN BONG DEATO 10200 NW 67TH ST TAMARAC, FL 33321 (800)432-8132 Ext198 fdeato@archaluminum.net Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Miami -Dade BCCO - CER Standard FBC 2411 3.2.1 / TAS 202-94 Force Entry TAS 202 Air Infiltration/Uniform Static Air Product Approval Method Method 1 Option A Date Submitted 04/25/2007 Year 2004 2004 R GENERAL NOTES: PLAN NOTES; (Q HAZARDOUS L❑CATIONS d 1, WIND DESIGN SPEED = 110 MPH (3 sec gust) 2, WIND IMPORTANCE FACTOR = 1,15 FOR ENCLOSED STRUCTURE GROUP "B" 3. WIND EXPOSURE CATEGORY= "B" 4, INTERNAL PRESSURE C❑EFFICIENT = +18/-18 (ENCLOSED BLDG) APPLICABLE CODES THE FOLLOWING CODES WILL APPLY TO CONSTRUCTION 2007 FLORIDA BUILDING CODE w/2009 SUPPLEMENTS 2007 FLORIDA BUILDING CODE., PLUMBING w/2009 SUPPLEMENTS 2007 FLORIDA BUILDING CODE, MECHANICAL w/2009 SUPPLEMENTS 2007 FLORIDA BUILDING CODE,, FUEL GAS w/2009 SUPPLEMENTS 2007 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING C❑NSTRUCTI❑N 2007 FLORIDA ACCESSIBILITY CODE BUILDING CONSTRUCTION 2009 NATIONAL ELECTRICAL CODE 2009 NFPA 101 LIFR SAFETY CODE 2007 FLORIDA FIRE PREVENTION CODE DESIGN CRITERIA; ALLOWABLE SOIL BEARING=2000psf (VERIFY BY SOILS TESTING COMPANY) CONCRETE FOR FOOTINGS, BOND BEAMS, FILLED CELLS AND CAST -IN -PLACE COLUMNS SHALL HAVE MIN. C❑MPRESSIVE STRENGTH OF 3000 psi @ 28 DAYS. CONCRETE FOR WALKS AND SLAB ON GRADE SHALL HAVE A MIN. C❑MPRESSIVE STRENGTH OF 3000 psi @ 28 DAYS (CHECK LOCAL CODES ON PSI) CONCRETE BLOCK Fm=2000psi (TYPE I) MORTAR ASTM C270 Ft= 2000psl (TYPE S) REINFORCING STEEL SHALL COMPLY WITH ASTM "A615 GRADE 40 (Fy=40,000psi) ANCHOR BOLTS SHALL COMPLY WITH ASTM A36 STEEL FOOTING SHALL BE PLACED IN UNDISTURBED SOIL OR CLEAN, WELL GRADED BACKFILL MATERIAL, FIRMLY MAX DRY DENSITY COMPACTED TO 95% DESIGN SHALL COMPLY WITH THE STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION (SSTD 10-99) INTERIOR REQUIREMENTS FLAME SPREAD/SMOKE DEV.-EXIT ACCESS UNSPRK+ TYPE 'B' FLAMESPREAD 26-75 SMOKE DEV, 0-450 FLAME SPREAD/SMOKE DEV.-EXIT ACCESS SPRK, TYPE 'C' FLAMESPREAD 76-200 SMOKE DEV, 0-450 FLAME SPREAD/SMOKE DEV.-OTHER SPACES UNSPRKI TYPE 'C' FLAMESPREAD 76-200 SMOKE DEV. 0-450 FLAME SPREAD/SMOKE DEV.-OTHER SPACES SPRKI TYPE 'C' FLAMESPREAD 76-200 SMOKE DEV. 0-450 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, MEMNITY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNDER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION. 6 1. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE 2007 FLA. BLDG. CODE, 2009 SUPPLEMENTS AND SHALL FOLLOW ALL LOCAL CODES,RULES, REGULATIONS, AND ❑RDIANCES. 2. ALL WORK SHALL BE COMPLETED IN A NEAT AND CRAFTSMANLIKE MANNER AND UPON COMPETITION SHALL BE INSPECTED BY THE GENERAL REGULATIONS, AND ❑RDIANCES. 3. CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS. 4. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL REQUIRED PERMITS. 5. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR THE DISPOSAL OF THEIR RELATED REFUSE. 6. ALL CONDITIONS, DRAWINGS, DIMENSIONS, ETC, SHALL BE FIRST VERIFIED BY THE GENERAL BLDG, CONTRACTOR AND SUB -CONTRACTORS PRIOR TO THE ORDERING OF MATERIALS AND CONSTRUCTION FOR DELETIONS, ERRORS, AND/OR ❑MISSIONS. FAILURE TO NOTIFY THL ENGINEER SHALL RELIEVE THE ENGINEER FROM RESPONSIBILITY AND ANY CORRECTIVE COSTS, 7. ANY ALTERATIONS OR DEVIATION FROM THESE DRAWINGS SHALL BE MADE WITH THE COMBINED APPROVAL OF THE OWNER AND THE ENGINEER. ITEMS NOT APPROVED SHALL RELIEF THE OWNER AND THE ENGINEER OF RESPONSIBILITY AND ANY COSTS TO CORRECT THE ALTERATION OR DEVIATION. 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY AND REQUIRED BLOCKING, BRACING AND SECURING OF ALL MATERIAL AND EQUIPMENT AS REQUIRED. 9, ALL WOOD SPECIFIED SHALL BE PINE, FIR OR SPRUCE NO. 2 GRADE OR BETTER AND PRESSURE TREATED WHERE REQUIRED. 10. ALL PREFABRICATED BRACKETS AND CONNECTORS TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 11. ALL WINDOWS AND DOORS TO BE INSTALLED PER MFR. INSTRUCTIONS/ SPECIFICATION AND MUST BE RATED TO SATISFY SPECIFIED WIND PRESSURES, 12. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, OR SCHEDULE. 13. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. LARGE SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 14. CONTRACTOR SHALL OBTAIN A CERTIFICATE OF OCCUPANCY FROM THE AUTHORITY HAVING JURISDICTION UPON COMPLETION OF THIS WORK, 15. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A MINIMUM OF ONE YEAR AFTER COMPLETION OF WORK. CODE REQUIREMANTS FLORIDA BUILDING CODE 2007 ED, w/2009 SUPPLEMENTS OCCUPANCY GROUP "B" BUSINESS SPECIAL OCCUPANCY STORAGE SEPARATION (1) HOUR REQUIREMENTS CONSTRUCTION TYPE TYPE II, UNPROTECTED ALLOWABLE AREA AREA; 2880 SF & HEIGHT HEIGHT; <20' FIRE RESISTANCE - C❑RRI (1) HOUR SEPARATION p, CORRI B-CLG, (1) HOUR FIRE ALARM SYSTEM MANUA ULL STATIONS @ EXIT D MOKE DECTECTORS IN SUP D RETURN AIR DUCTS,ST❑RAG NNS MS, RESTRO❑MS EMERGENCY LIGHTING BATTERY POWERED EMERGENCY LIGHTING W/INTEGRAL CHARGER IN ALL OCCUPIED AREA'S EXIT LIGHTS BATTERY POWERED EXIT LIGHTING W/INTEGRAL CHARGER & TEST LIGHT FIRE SUPPRESSION PORTABLE FIRE EXTINGUISHERS KIDDE MIN. NUMBER OF EXITS (2) REQUIRED (2) PROVIDED MAXIMUM TRAVEL 75' W/ A 20 FT MAXIMUM DISTANCE DEAD END MIN. CEIRRI-DOR 44" MIN CLEAR OPENING 32" OF EXIT DOORS (IN); 1. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS, 2. ALL PLUMBING, ELECTRICAL, MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. 3. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. FBC 104.2.6 4. CONDENSE AND ROOF DOWN SPOUTS SHALL DISCHARGE AT LEAST 1'-0' AWAY FROM BUILDING SIDE WALLS, FBC 1503.4.4 5. IRRIGATION/SPRINKLER SYSTEMS INCLUDING RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDING SIDE WALL. FBC 1503.4.4 6. TO PROVIDE FOR INSPECTIONS FOR TERMITE FOR INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH SHALL NOT BE LESS THAN 6 INCHES. 7. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE FBC 1816.1.1 8. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED, FBC 1816.1.2 9. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A SIZED AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF S❑IL AFTER THE INITIAL TREATMENT. FBC 1816.1.3 10, MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. FBC 1816.1.4 11, CONCRETE ❑VERP❑UR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT, FBC 1816.1.5 12. S❑IL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0' OF THE STRUCTURAL SIDE WALL. FBC 1816.1.6 13, ALL EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED. FBC 1816.1.6 14. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. FBC 1816.1.7 WITHIN 1'-0' OF THE STRUCTURAL SIDE WALL. FBC 1816.1.6 15. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE, 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' FBC 1816.1.7 16. AFTER ALL WORK IS COMPLETE, LOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN 1'-0' OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES TUB TRAP BOXES, FORMS, SHORING, AND OTHER CELLULOSE CONTAINING MATERIAL. FhC 2303.1.3 17. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0' OF ANY BUILDING OR PROPOSED BUILDING. FBC 2303.1.4 WINDOW AND DOOR NOTES; 1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101 /IS2 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. 2 ALL EXTERIOR WINDOWS AND DOORS, SHALL BE ANCHORED PER PUBLISHED MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING. (FBC 2403,2) 1, GLAZING IN SWINGING DOORS AND FIXED AND SIDING PANALS OF SLIDING (PATIO) DOOR ASSEMBLIES AND OTHER FACILITIES WHERE SUCH GLAZING IS LOCATED 36' INCHES OR LESS MEASURED HORIZONTALLY FROM A STANDING SURFACE. 2. GLAZING IN DOORS AND WALLS OF ENCLOSURES FOR HOT TUBS, WHIRL POOLS, SAUNAS, STEAM ROOMS, BATH TUBS, SHOWERS OR WALKING SURFACE WITHIN THE ENCLOSURE AND WHERE THE BOTTOM OF THE EXPOSED GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE SUCH STANDING OR WALKING SURFACES, 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND THE WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. EXCEPTIONiGLAZING IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED P❑SITI❑N IN GROUP R-3/R-2 SHALL BE SUBJECT TO 2405.2.1 (4) 4. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS IN ITEMS 2 AND 3 ABOVE, THAT MEETS ALL THE FOLLOWING C❑NDITI❑NSA 4.1 EXPOSED AREA OF AN INDIVIDUAL FIXED OR OPERABLE PANE GREATER THAN 9 S.F. 4.2 BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR 4.3 TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR 4.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING 5. ALL GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT OR AREA ABOVE A WALKING SURFACE INCLUDING STRUCTURAL BALUSTER PANELS AND NON-STRUCTURAL IN -FILL PANELS. 6. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 18 (1) LESS THAN 60 INCHES ABOVE A WALKING SURFACE ON THE POOL SIDE OF THE GLAZING AND (2) THE GLAZING IS WITHIN 60 INCHES HORIZONTALLY OF THE WATERS EDGE OF A SWIMMING POOL OR SPA. THIS SHALL BE APPLY TO SINGULAR GLAZING AND ALL PANES IN MULTIPLE GLAZING. SEE FBC 2405.2 FOR PRODUCTS, MATERIALS AND USES THAT ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS. EXTERIOR WINDOWS & DOORS 1. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101 /IS2 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. 2. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS LESS THAN 1 1/2' THICK, SHALL BE ANCHORED THROUGH THE JAM INTO THE STRUCTURAL SUBSTRATE. 3. ALL EXTERIOR WINDOWS AND DOORS WHERE BUCK THICKNESS IS 1 1/2' OR GREATER, THE BUCK MUST BE ATTACHED IN A MANNER THAT TRANSFERS THE LOAD DIRECTLY TO THE STRUCTURE, WINDOWS AND DOORS SHALL BE ANCHORED THROUGH THE JAM INTO THE WOOD BUCK, 4. THE WINDOW BUCK SHALL EXTEND BEYOND THE INTERIOR LIP OF THE WINDOW. 5. MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. INDEX CONTRACTOR IS TO VERIFY ANY STRUCTURAL OR CODE REQUIREMENTS PRIOR TO CONSTRUCTION, AND TO BUILD ACCORDINGLY. CONTRACTOR TO VERIFY DIMENSIONING PRIOR TO CONSTRUCTION AND TO NOTIFY OWNER & ENGINEER FOR ANY DIMENTI❑NAL CORRECTIONS PRIOR TO CONSTRUCTION. BUILD - OUT SHT# ARCHITECTURAL 1 Al TITLE / GENERAL INFORMATION 2 A2 FLOOR PLAN - FIRE SAFETY PLAN 3 A3 PLUMBING - WALL SECTIONS 4 A4 ELECTRICAL PLAN Please be advised this review of plans submitted is s on" to assist the contractor in compliance wNh applicable fee safety codes. This review is not intended to be a final appcval of the submitted plans. It is the cwtaclor's sole responsibility to ensure that the plans are in cornpleb compliance with al applicable NFPA codes and loaf adinences. In the went that further examination or she inspection reveals areas of non -Compliancy:, it shall be CM*acws sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no regvm biMty for the contractor's failure to be in compliance with aN applicable NFPA Codes and local ordinances. iUBM=ED PLAN(S) HAV BEEN REVIEWED BY ZEPHYRHILLS AL'S OFFI Date: Rediewer: ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDWG CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYR HILLS ORDINANCES DESIGN PLANS BY RICK 813- 765-9793 ENGINEERS NOTES JOB NO. 2007-C10 SCALE DATE SHEET 1 OF 24 24 1 E 2997 DESIGN/DRAWN CHECKED A 1 R. GOLLHARDT �I N❑TEi FIRE EXTINGISHER MODEL 10MB-8H BADGER 101b MULTI PURPOSE ABC OR EQUIL. FE FIRE EXTINGUISHER EDIRECTIONAL SYHMTBOLL EXIT REEDRRR�MLFW T�KT EMERGENCY LIGHTING R RFEEDAFR❑MLLIGHT TCKTY FEEDDAFROMLLIGHT T�KT I J W >m Q6 _ aeo I am cd aX z o. sn o� U LIFE SAFETY PLAN 1 LJnl 10 CIOC ACCCAAIDI V EXISTING DOORS AND STOREFRONT WINDOWS I 0'-0 FLOOR PLAN 2880 S. F. 6 (2) 2'X4' TOP PLATE (C❑NT) 2X4 STUD WALL @ 16' O.C. WITH 1/2' GYPSUM BD 2' X 4' PT BOTTOM PLATE ATTACHED W/ C❑NC NAILS 2X4 CEILING @ 24' O.C. W/ 1/2' CEILING TYPE GYPSUM BD, R-30 BATT INSULATION (MIN) 1/2' GYPSUM WALLBOARD R-11 INSULATION IN WALLS CIF REQUIRED FOR SOUND PR❑❑FING) EXISTING C❑NC FLOOR TYPICAL WALL SECTION (2) 2'X4' TOP PLATE (C❑NT) 2X4 STUD WALL @ 16' O.C. WITH 5/8X' GYPSUM BD CUL ) 2' X 4' PT BOTTOM PLATE ATTACHED W/ C❑NC NAILS 2X4 CEILING @ 24' O.C. W/ 5/8X' CEILING TYPE GYPSUM BD, CUL ) R-30 BATT INSULATION (MIN) 5/8X' GYPSUM WALLBOARD R-11 INSULATION IN WALLS CIF REQUIRED FOR SOUND PR❑❑FING) EXISTING C❑NC FLOOR TYPICAL WALL SECTION FIRE WALL ASSEMBLY rjsljifm� ALL PLUMBING FIXTURE LOCATIONS ARE TO BE DETERMINED BY THE PLUMBING CONTRACTOR, THE PLUMBING CODE REQUIRES THAT AT LEAST ONE 3' VENT STACK PIPE WILL BE VENTED THROUGH THE ROOF, IN ACCORDANCE WITH CHAPTER 471.003 (2) OF THE FLORIDA ADMINSTRATION CODE, PLUMBING SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES, THE SYSTEMS DRAWN HEREON ARE BASED UPON THE HOMEOWNERS/CONTRACTORS REQUIREMENTS, ALL FIXTURE LOCATIONS MUST BE VERIFIED FROM FLOOR PLAN AND IS THE RESPONSIBILITY OF PLUMBING CONTRACTOR TO PLACE FIXTURES IN CORRECT L❑CATI❑N, PLUMBING DRAIN LAYOUT WILL BE DETERMINED IN FIELD BY CONTRACTOR, DESIGN PLANS BY RICK 813-765-9793 PLUMBING WALL SECTION SHEET OF SCALE 1/4 pp= i $-Opp DESIGN/DRAWN CHECKED R. GOLLHARDT JOB NO. j