SITE SITE SITE SITE SITE Z:\McNamara Warehouse 2020\2050SP - 2-3-2021.dwg, 2/3/2021 11:13:22 AM, PM, DWG To PDF.pc3, ARCH full bleed D (24.00 x 36.00 Inches), 1:1
_documents/irrigation-permit.pdf) in order assist applicants. It includes the application form, a
Contractor/Owner Irrigation Self Certification Checklist and a site plan template. Please call our office at
386-274-0694 for more information.
A summary of site specific requirements is as follows:
1. Automatic irrigation controllers, when utilized, shall contain a functional rain sensor device, capable of
being set to one minute run times, and battery backup capability to retain programming in the event of a
power failure.
2. A rain sensor placed on a stationary structure, free and clear of any overhead obstructions and above
the height of the sprinkler coverage.
3. Equipment with check valves used in low-lying areas to prevent low head drainage.
4. Backflow prevention methods and other provisions prescribed in section 74-42.
5. Irrigation design with the appropriate uniformity for the type of plant being grown and for the type of soil.
6. Irrigation system equipment installed as designed.
7. Irrigation zones divided according to: available flow rate, vegetated groupings (i.e., turf, shrubs, native
plants, etc.), sprinkler types (i.e., sprinklers with matching precipitation rates) and soil characteristics.
8. Spray heads and rotors not mixed in same zone.
9. Distribution equipment in a given zone having matched precipitation rates.
10. Application rates that avoid runoff and permit uniform water infiltration into the soil, considering land
slope, soil hydraulic properties, vegetative ground cover and prevailing winds.
11. A minimum separation of four inches between distribution equipment and pavement.
12. A minimum separation of 12 inches between distribution equipment and buildings and other vertical
structures.
13. No direct spray onto walkways, buildings, roadways and drives.
14. Lawn spray patterns providing head to head coverage.
15. Water conveyance systems with a flow velocity of five feet per second or less.
16. Pipelines designed to provide the system with the appropriate pressure required for maximum irrigation
uniformity.
17. Pressure regulating heads.
18. A maintenance checklist provided to the property owner by the irrigation contractor accompanied by a
recommended maintenance schedule, proper irrigation system settings according to season,
recommendations for checking rain sensor device, filter cleaning recommendations and information on
the current water restrictions.
Landscape Requirements
1. A high volume irrigation area shall not exceed 50 percent of the landscaped area. Low or medium
volume irrigation areas may be utilized in lieu of any high volume irrigation area.
2. A medium volume irrigation area shall not exceed 25 percent of the landscaped area. However, the
landscaped area may contain up to 75 percent medium volume irrigation area, if no high volume
irrigation area is utilize on site.
3. A low volume irrigation area may be utilized for an entire landscaped area with the exception of native
vegetation areas regulated by section 50-373(b)(4).
4. In the alternative to (1), (2), and (3) above, if 25 percent of the pre-existing native vegetation is retained
on site, the remaining 75 percent of the landscaped area may be a high volume irrigation area. For all
pre-existing native vegetation retained on a parcel:
· No supplemental water shall be applied to the native vegetation area.
· Only hand pruning of native vegetation is allowed.
· Mechanical mowing or clearing is prohibited.
License Requirements
No person may install or repair an irrigation system in Volusia County unless they possess a valid irrigation
certificate of competency from the Department. The following persons are exempted from having to possess
a certificate of competency:
· Licensed Florida Water Well Contractors and Florida State Certified Pluming Contractors.
· Florida State Registered Plumbing Contractors.
· Property owners who personally perform construction, maintenance or repairs on an irrigation system
that serves his or her owner-occupied single family residence.
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SURVEY REPORT Sheet 2 of 2
LEGAL DESCRIPTION: Lot 32, Block 6, Rio Vista Gardens, according to the plat thereof as recorded in Plat Book 9, pages 37 and 38 of the Public Records of Volusia County, Florida GENERAL NOTES: 1. Field survey completed 7/23/20. 2. Bearing basis plat: N24°34'00"W along the westerly right of way line of Andalusia Avenue. 3. Underground utilities were not located. 4. No title search has been performed by or provided to MYER LAND SURVEYING. 5. Dimensions shown are feet and decimals thereof. 6. Underground foundation not located. 7. Flood Zone A, FEMA Flood Insurance Rate Map 12127C0218 K, Ormond Beach 125136, revised 09/29/17. 8. Elevations are North American Vertical Datum 1988. GENERAL LEGEND: A Arc length A\C Air conditioning pad A\U Aerial utilities C Cable TV service CALC Calculation CB Catch basin CL Centerline CLF Chain link fence CM Concrete monument CMP Corrugated metal pipe CONC Concrete D Delta DESC Description E Electric meter E(LY) East(erly) EMT Electrical metal tubing FD Found FLD Field G Gas meter FPL Florida Power and Light FPLS Florida Professional Land Surveyor IP Iron pipe L Light pole LB Licensed business N(LY) North(erly)
N&D Nail and disc NGVD National Geodetic Vertical Datum P Pool pump PC Point of curve PCC Point of compound curve PCP Permanent control point POB Point of beginning POC Point of commencement PP Pinched pipe PRC Point of reverse curve PT Point of tangent PVC Polyvinyl chloride R Radius R&C Rod and cap RCP Reinforced Concrete Pipe REC Recovered RLS Registered land surveyor R\W Right of Way S Utility services
S(LY) South(erly) T Telephone service TYP Typical U Utility pole W Water meter W(LY) Westerly WF Wooden fence
__________________________________________________________________________________ (This Survey Report is not valid unless signed, embossed with signatory's seal and accompanied by sheet 1, Map of Survey, Job No. 20218.) MICHAEL M. MYER, PSM LS4006 Report and Map of Survey exclusively prepared for the benefit of: Dennis McNamara The City of Ormond Beach, Florida Job No. 20218 CRD 03055 FB 340, pp 22, 23
1. COVER PAGE COVER PAGE 2. FLOOR PLAN FLOOR PLAN 3. ELEVATIONS ELEVATIONS 4. FOUNDATION & ROOF PLANFOUNDATION & ROOF PLAN
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ABBREVIATIONS:
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DRAWING INDEX:
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LEGEND & SYMBOLS:
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CPT
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TILE
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A1
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1
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L-16"
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H-12"
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LVL-12"
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T-1
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PH
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TV
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S
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GFCI
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S
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3
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VP
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R
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SD
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WP GFCI
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J
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110V
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J
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220V
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WHIRLPOOL
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TUB 1101
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60"x60"
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NON-JET
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TUB 1144
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W
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D
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W/H
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#5 DIA. ROD IN FILLED CELL 2X4 FRAME WALL 8" CMU WALL INTERIOR BEARING WALL PLANT SHELF PRECAST LINTEL CARPET TO TILE TRANSITION REFER TO DETAIL SHEET WIND LOAD SCHEDULE I.D. PRECAST COMPOSITE LINTEL SIZE FRAME HEADER SIZE LAMINATED VENEER LUMBER SIZE TRUSS I.D. WALL FIX. ELECT. PANEL ELECT. METER EMERGENCY LIGHT WITH BATTERY BACKUP VAPOR PROOF RECESSED CAN LIGHT
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DUPLEX REC. 220 VOLT REC. WATER PROOF REC. GROUND FAULT REC. 12 SWITCHED REC. SWITCH 3 WAY SWITCH INCAND. CEILING FAN INCAND. WALL FIX. TRACK CEILING FIX. FLUORESCENT FIX. EXTERIOR FLOOD LIGHT CEILING FAN 220 VOLT JUNCTION BOX 110 VOLT JUNCTION BOX EXHAUST FAN SMOKE DETECTOR WITH BATTERY BACKUP PHONE JACK CABLE CONNECTION RECESSED CAN LIGHT
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WATER CLOSET LAVATORY KITCHEN SINK LAUNDRY TUB BATH TUB AND SHOWER CORNER TUB SHOWER WASHING MACHINE WATER HEATER SHOWER HEAD SHOWER VALVE
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AREA TABULATIONS
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TOTAL
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1075sf
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BOX FOR OFFICIALS USE
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ALL TEXT REQUESTED TO BE PRESENTED THAT ARE NOT PRESENTED ON THESE DOCUMENTS SHALL BE REGARDED AS PRESENTED IN INITIALLY REQUIRED STATEMENT, "THESE PLANS CONFORM TO THE 2017 FLORIDA BUILDING CODE"
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MATERIAL
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PRODUCT
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TRADENAME
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MODELNUMBER
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MATERIAL
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PRODUCT
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TRADENAME
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MODELNUMBER
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MATERIAL
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PRODUCT
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SCOPE OF WORK:
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1.CONSTRUCTION OF A COMMERCIAL CONSTRUCTION OF A COMMERCIAL STORAGE BUILDING
ANCHOR BOLT ABOVE AIR CONDITIONER AMERICAN CONCRETE INSTITUTE ABOVE FINISHED FLOOR ARC FAULT INTERRUPT AIR HANDLER ALUMINUM AMPERE THE ENGINEERED WOOD ASSOCIATION AMERICAN SOCIETY OF CIVIL ENGINEERS ALL THREADED ROD BOTTOM BELOW FINISH FLOOR BLOCK BOTTOM BEARING COMPONENTS AND CLADDING CANTILEVER CIRCLE CEILING CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMPACTED CONDENSER CONTINUOUS CARPET PENNY DOUBLE DECORATIVE DETAIL DOUBLE HUNG DIAMETER DISCONNECT DEAD LOAD DOOR DRYER
EACH EYE BROW ELECTRICAL ELEVATION EMBEDMENT EACH WAY EXTERIOR FLORIDA BUILDING CODE FINISH FIXTURE FIXED GLASS FLOOR FOUNDATION FOOTING FOR WOOD CONSTRUCTION GYPSUM ASSOCIATION GALLON GALVANIZED GLASS BLOCK GIRDER GROUND FAULT INTERUPT GLASS GYPSUM HOSE BIB HEADER HEIGHT HORIZONTAL HEIGHT HEAT.VENT.+COND. INCANDESCENT INSULATION KILN DRIED LUMBER LAVATORY POUNDS LIVE LOAD LAUNDRY TUB LAMINATED VAINER LUMBER
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M. MANUF. MAX. MIN. MIRR. MJ. MONO. MPH. MWFRS. NA. NDS. NIC. NO. NTS. OBS. OC. OHD. OSB. PRESS. PARA. PL. PED. PERP. PK. PLA. PB. PW. PREF. PSF. PSI. PT. PVC. Q. R. RECEPT. REF. RFD. RES
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MASTER MANUFACTURER MAXIMUM MINIMUM MIRROR MECHANICAL JOINT MONOLITHIC MILES PER HOUR MAIN WINDS FORCE RESISTING SYSTEM NOT APPLICABLE NATIONAL DESIGN SPECIFICATION NOT INCLUDED NUMBER NOT TO SCALE OBSCURED ON CENTER OVERHEAD DOOR ORIENTED STRAND BOARD PRESSURE PARALLEL PRECUT LINTEL PEDESTAL PERPENDICULAR POCKET PLATE PLUMBING PLYWOOD PREFABRICATED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED POLYVINYL CHLORIDE QUANTITY ROD RECEPTACLE REFERENCE REINFORCED RESIDENCE
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REQ'D. RM. RND. S. SBP. SD. SECT. SF. SGD. SH. SPEC. SPF. SQ.FT. SW. SWC. SWS. SYP. T. T&G. TEMP. THK. T-NAIL. TV. TYP. U. UL. UNO. USG. V. VENT. VIN. VISQ. VOL. W. WC. WD. WH. TWH WIC. WWF.
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REQUIRED ROOM ROUND SHELF SOIL BEARING PRESSURE SMOKE DETECTOR SECTION SQUARE FOOT SLIDING GLASS DOOR SINGLE HUNG SPECIFICATIONS SPRUCE PINE FIR SQUARE FOOT SWITCH SHEAR WALL CONNECTOR SHEAR WALL SEGMENT SOUTHERN YELLOW PINE TOP TONGUE AND GROOVE TEMPERED THICK TOENAIL TELEVISION TYPICAL URINAL UNDERWRITERS LABORATORIES INC. UNLESS NOTED OTHERWISE UNITED STATES GYPSUM COMPANY VOLTS VENTILATED VINYL VISQUEEN WASHER WITH WATER CLOSET WOOD WATER HEATER TANKLESS WATER HEATER WALK-IN CLOSET WELDED WIRE FRAME
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ALTERATION LEVEL:
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"PLANS CONFORM TO"
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2020 FLORIDA BUILDING CODE
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2020 NATIONAL ELEC CODE
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STRUCTURALLY ADEQUATE FOR
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WIND VELOCITY (MPH):
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EXPOSURE CATEGORY:
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2014 ASCE24 DESIGN CRITERIA
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RISK CATEGORY:
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INTERNAL PRESSURE:
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STANLEY P HOELLE
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ARCH #9033
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COPYRIGHT NOTICE THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE, REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED. TITLE TO THE DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNER WITHOUT PREJUDICE. VISUAL CONTACT WITH THOSE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.
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ALL CONTRACTORS & SUB-CONTRACTORS ALL CHANGES ARE TO BE VERIFIED BY THE ARCHITECT, ENGINEER, &/OR DESIGNER ALL CHANGES "MUST BE MADE KNOWN" TO THE DESIGN PROFESSIONAL OF RECORD (PRIOR TO CONSTRUCTION)
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STANLEY P HOELLE
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ARCH #9033
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STANLEY P HOELLE
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ARCH #9033
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PLAN DATE:
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OWNER:
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LOCATION:
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PAGE:
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2018 WFCM DESIGN CRITERIA
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SEAL BOX (WIND LOADS ONLY)
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A R C H I T E C T
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STANLEY P. HOELLE
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2
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140
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C
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N/A
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.18
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460 ANDALUSIA AVE. ORMOND BEACH
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DEMAC LLC.
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COMMERCIAL WAREHOUSE BUILDING GC: MCNAMARA CONSTRUCTION LLC.
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February 14, 2021
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BUILDING CODE SUMMARY THIS PROJECT COMES UNDER THE JURISDICTION OF THE FOLLOWING AGENCIES FOR PERMITTING AND APPROVALS: ORMOND ORMOND BEACH, FLORIDA APPLICABLE CODES 2020 FLORIDA BUILDING CODE: BUILDING 7TH EDITION FLORIDA BUILDING CODE: BUILDING 7TH EDITION 2020 FLORIDA BUILDING CODE: EXISTING BUILDING 7TH EDITION FLORIDA BUILDING CODE: EXISTING BUILDING 7TH EDITION 2020 FLORIDA BUILDING CODE: ACCESSIBILITY 7TH EDITION FLORIDA BUILDING CODE: ACCESSIBILITY 7TH EDITION 2020 FLORIDA BUILDING CODE: ENERGY CONSERVATION 7TH EDITION FLORIDA BUILDING CODE: ENERGY CONSERVATION 7TH EDITION 2020 FLORIDA BUILDING CODE: FUEL GAS 7TH EDITION FLORIDA BUILDING CODE: FUEL GAS 7TH EDITION 2020 FLORIDA BUILDING CODE: PLUMBING 7TH EDITION FLORIDA BUILDING CODE: PLUMBING 7TH EDITION 2020 FLORIDA BUILDING CODE: ENERGY CODE 7TH EDITION FLORIDA BUILDING CODE: ENERGY CODE 7TH EDITION 2020 FLORIDA BUILDING CODE: MECHANICAL 7TH EDITION FLORIDA BUILDING CODE: MECHANICAL 7TH EDITION 2020 FLORIDA FIRE PREVENTION CODE 7TH EDITION FLORIDA FIRE PREVENTION CODE 7TH EDITION ALL AS ADOPTED BY THE STATE OF FLORIDA AND THE CITE OF ORMOND BEACH ORMOND BEACH 2020 FLORIDA BUILDING CODE : BUILDING FLORIDA BUILDING CODE : BUILDING CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION - STORAGE - S - STORAGE - S STORAGE - S (602.1) - TYPE OF CONSTRUCTION - TYPE IIIB - UN-SPRINKLED - TYPE OF CONSTRUCTION - TYPE IIIB - UN-SPRINKLED - TYPE IIIB - UN-SPRINKLED TYPE IIIB - UN-SPRINKLED (602) PROTECTION REQUIREMENTS OF BUILDING ELEMENTS PROTECTION REQUIREMENTS OF BUILDING ELEMENTS INTERIOR NONBEARING WALLS: NC NC SEPARATION WALLS: NC NC COLUMNS: NC NC BEAMS, GIRDERS: NC NC FLOORS & FLOOR/CEILING ASSEMBLIES: NC NC ROOFS & ROOF/CEILING ASSEMBLIES: 20 MIN 20 MIN EXTERIOR BEARING WALLS: 2 HOUR 2 HOUR INTERIOR FINISHES ALL INTERIOR FINISHES TO BE CLASS "C" OR BETTER. ALL EXITS AND EXIT ACCESS SHALL BE CLASS "B" OR BETTER. CLASS "B" INTERIOR FINISH FLAME SPREAD 26 - 75 SMOKE DEVELOPMENT 0 - 450. CLASS "C" INTERIOR FINISH FLAME SPREAD 76 - 200 SMOKE DEVELOPMENT 0 - 450. (TABLE 1004.1.2) MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT STORAGE - S - 1 OCCUPANT PER 500 NET SQ. FT. (1175 SQ FT / 500 = 2 OCCUPANTS) 1 OCCUPANT PER 500 NET SQ. FT. (1175 SQ FT / 500 = 2 OCCUPANTS) 500 NET SQ. FT. (1175 SQ FT / 500 = 2 OCCUPANTS) SQ. FT. (1175 SQ FT / 500 = 2 OCCUPANTS) 1175 SQ FT / 500 = 2 OCCUPANTS) OCCUPANTS) (1005.3.1 & 1005.3.2) EGRESS WIDTH PER OCCUPANT SERVED OTHER EGRESS 0.2 INCHES X 2 OCCUPANTS = .4 INCHES REQUIRED (32 INCHES PROVIDED) 0.2 INCHES X 2 OCCUPANTS = .4 INCHES REQUIRED (32 INCHES PROVIDED) INCHES X 2 OCCUPANTS = .4 INCHES REQUIRED (32 INCHES PROVIDED) 2 OCCUPANTS = .4 INCHES REQUIRED (32 INCHES PROVIDED) OCCUPANTS = .4 INCHES REQUIRED (32 INCHES PROVIDED) .4 INCHES REQUIRED (32 INCHES PROVIDED) INCHES REQUIRED (32 INCHES PROVIDED) (32 INCHES PROVIDED) (32 INCHES PROVIDED) 32 INCHES PROVIDED) INCHES PROVIDED) (1005.7.1) DOOR ENCROACHMENT DOORS OPENING INTO THE PATH OF EGRESS TRAVEL SHALL NOT REDUCE THE DOOR ENCROACHMENT DOORS OPENING INTO THE PATH OF EGRESS TRAVEL SHALL NOT REDUCE THE OPENING INTO THE PATH OF EGRESS TRAVEL SHALL NOT REDUCE THE REQUIRED WIDTH TO LESS THAN ONE-HALF DURING THE COURSE OF THE SWING. WHEN FULLY OPEN, THE DOOR SHALL NOT PROJECT MORE THAN 7 INCHES (178 MM) INTO THE REQUIRED WIDTH. (1008.3.2) BUILDINGS EGRESS ILLUMINATION BUILDINGS EGRESS ILLUMINATION IN THE EVENT OF POWER SUPPLY FAILURE IN BUILDINGS THAT REQUIRE TWO OR MORE MEANS OF EGRESS, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING AREAS: 1.INTERIOR EXIT ACCESS STAIRWAYS AND RAMPS. 2.INTERIOR AND EXTERIOR EXIT STAIRWAYS AND RAMPS. 3.EXIT PASSAGEWAYS. 4.VESTIBULES AND AREAS ON THE LEVEL OF DISCHARGE USED FOR EXIT DISCHARGE IN ACCORDANCE WITH SECTION 1028.1. 5.EXTERIOR LANDINGS AS REQUIRED BY SECTION 1010.1.6 FOR EXIT DOORWAYS THAT LEAD DIRECTLY TO THE EXIT DISCHARGE. (1010.3.2) DOOR SWING. EGRESS DOORS SHALL BE PIVOTED OR SIDE HINGED SWINGING TYPE. DOOR SWING. EGRESS DOORS SHALL BE PIVOTED OR SIDE HINGED SWINGING TYPE. PIVOT OR SIDE-HINGED SWINGING DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE PERSONS OR A GROUP H OCCUPANCY. (1017.1) EXIT ACCESS TRAVEL DISTANCE - S - UN-SPRINKLED 200 (FEET) - S - UN-SPRINKLED 200 (FEET) S - UN-SPRINKLED 200 (FEET) (TABLE 1017.2) EXIT ACCESS TRAVEL DISTANCE OCCUPANT LOAD (PERSONS PER STORY): 1-500 PERSONS 1-500 PERSONS MINIMUM NUMBER OF EXITS (PER STORY): 1 EXITS PER STORY (1 EXIT PROVIDED) 1 EXITS PER STORY (1 EXIT PROVIDED) CANNOT EXIT THROUGH A STORAGE AREA 2020 FLORIDA BUILDING CODE: PLUMBING FLORIDA BUILDING CODE: PLUMBING (TABLE 403.1) MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES TOTAL OCCUPANTS - STORAGE - S : 2 STORAGE - S : 2 : 2 2 UNISEX WATER CLOSETS REQUIRED - (1 PER 100 OCCUPANTS) 100 OCCUPANTS) ) LAVATORIES REQUIRED - (1 PER 100 OCCUPANTS) 100 OCCUPANTS) ) BATHTUBS / SHOWERS REQUIRED - (N/A) N/A) ) DRINKING FOUNTAINS REQUIRED - (1 PER 1000 OCCUPANTS) EXCEPT UNDER 15 OCCUPANTS 1000 OCCUPANTS) EXCEPT UNDER 15 OCCUPANTS ) EXCEPT UNDER 15 OCCUPANTS OTHER - (0 SERVICE SINK) (0 SERVICE SINK) 2020 NFPA 1: FIRE CODE NFPA 1: FIRE CODE (NFPA 1: 11.1.7.1*) MEANS SHALL BE PROVIDED FOR THE FIRE DEPARTMENT TO DISCONNECT THE ELECTRICAL SERVICE TO A BUILDING,STRUCTURE,OR FACILITY WHEN THE ELECTRICAL INSTALLATION IS COVERED UNDER THE SCOPE OF NFPA 70 2020 NFPA 101: LIFE SAFETY CODE NFPA 101: LIFE SAFETY CODE (NFPA 101: 7.10.1.3) EXIT DOOR TACTILE SIGNAGE. TACTILE SIGNAGE SHALL BE PROVIDED TO MEET THE FOLLOWING CRITERIA UNLESS PROVIDED IN 7.10.1.4 (1) TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT DOOR REQUIRING AN EXIT SIGN (2) TACTILE SIGNAGE SHALL READ AS FOLLOWS: EXIT. (3) TACTILE SIGNAGE SHALL COMPLY WITH 703 OF FBCA AMERICAN NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDING AND FACILITIES EXIT DOORS - SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE - SHALL NOT BE SUBJECT TO THE USE OF A KEY OR REQUIRE SPECIAL KNOWLEDGE TO OPERATE GENERAL NOTES EGRESS DOORS EACH DOOR IN MEANS OF EGRESS MAY BE PROVIDED WITH A LATCH OR LOCK ONLY IF IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE, WHICH RELEASES WHEN PRESSURE OF NO MORE THAN 15 LB. IS APPLIED TO THE RELEASING DEVICE IN THE DIRECTION OF EXIT TRAVEL. SUCH RELEASING DEVICE MAY BE BARS OR PANELS EXTENDING NOT LESS THAN ONE-HALF THE WIDTH OF THE DOOR AND PLACED AT HEIGHTS SUITABLE FOR THE SERVICE REQUIRED, BUT NOT LESS THAN 30 INCHES OR MORE THAN 44 INCHES ABOVE THE FLOOR. WHENEVER PANIC HARDWARE IS USED ON A LABELED FIRE DOOR, THE PANIC HARDWARE SHALL BE LABELED AS FIRE EXIT HARDWARE. FLOOR & WALL PENETRATIONS TO BE ACCORDING TO RATING OF ASSEMBLY BY A SYSTEM BEARING THE APPROPRIATE UL. DESIGN NO. THESE ASSEMBLIES ARE TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL AND COPIES OF ASSEMBLY DETAILS TO BE KEPT ON SITE BY CONTRACTOR DURING CONSTRUCTION.
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COMPONENTS AND CLADDING WALLS Structures less than or equal to 60 ft COMPONENT PRESSURES: AREA PRESSURE (psf) ---------------------------- 4 MAX = 19.88 4 MIN = -22.14 5 MAX = 19.88 5 MIN = -22.14 Dimension a = 3.00 ft Note, when max absolute value is less than 10 psf, use 10 psf or -10 psf as applicable. WALLS - CONSTANTS USED Ref: ASCE 7-16, Equation 6-17 Walls are less than or equal to 60 ft high. Roof Angle = 18.00 deg Mean Roof Height = 19.00 ft Area = 840.00 sf Cp VALUES AREA Cp ---------------------- 4 0.70, -0.80 5 0.70, -0.80 Velocity Pressure Roof, q = 22.59 psf Exposure Coeff. Roof, Kz = 0.89 Wind Speed, V = 108.0 MPH Exposure Cat. = C Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 0.85
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4
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5
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5
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5
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5
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4
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MEANS ROOF
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HEIGHT
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V
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ULT
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V
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ASD
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100
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WIND SPEEDS CONVERSIONS (A,B,C,)
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78
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110
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85
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120
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93
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FOR SI: 1 MILE PER HOUR = 0.447 M/S. A) LINEAR INTERPOPULATION IS PERMITTED. B) V = NOMINAL DESIGN WIND SPEED. C) V = ULTIMATE DESIGN WIND SPEED DETERMINED FROM FIGURE R301.2(4).
THE SUM OF TWO RISERS AND A TREAD, EXCLUSIVE OF PROJECTION OF NOSING, IS NOT LESS THAN 24" NOR MORE THAN 25". THE HEIGHT OF RISERS SHALL NOT EXCEED 7 3/4", AND TREADS, EXCLUSIVE OF NOSING, SHALL NOT BE LESS THAN 9" WIDE. EVERY TREAD LESS THAN 10" WIDE SHALL HAVE A NOSING, OR EFFECTIVE PROJECTION, OF APPROXIMATELY 1" OVER THE LEVEL IMMEDIATELY BELOW THAT TREAD.
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NOR MORE THAN 38"
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ABOVE THE LEADING
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EDGE OF THE TREAD
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14 NOSINGS
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L-64" 10'x12'
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L-10'8" 3'0x6'8
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(2) 1 34"x16" LVL BEAMS
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LVL NAILING DETAIL
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2 SETS OF NAILING'S
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(2) 1 "X16" LVL NAILED 34"X16" LVL NAILED TOGETHER WITH (5) 3"X.113 NAILS EVERY 12"
COPYRIGHT NOTICE THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE, REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED. TITLE TO THE DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNER WITHOUT PREJUDICE. VISUAL CONTACT WITH THOSE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.
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ALL CONTRACTORS & SUB-CONTRACTORS ALL CHANGES ARE TO BE VERIFIED BY THE ARCHITECT, ENGINEER, &/OR DESIGNER ALL CHANGES "MUST BE MADE KNOWN" TO THE DESIGN PROFESSIONAL OF RECORD (PRIOR TO CONSTRUCTION)
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STANLEY P HOELLE
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ARCH #9033
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STANLEY P HOELLE
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ARCH #9033
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PLAN DATE:
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OWNER:
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LOCATION:
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PAGE:
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2018 WFCM DESIGN CRITERIA
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SEAL BOX (WIND LOADS ONLY)
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A R C H I T E C T
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STANLEY P. HOELLE
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STORAGE
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8'-4" CEILING
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WOOD
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5/8" TYPE X GYPSUM
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WOOD #2 PINE RAILING SYSTEM WITH GRAB BAR EXTENDING 12" PAST THE LAST NOSING
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EXIT
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LIFE SAFETY SYMBOLS
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EXIT BATTERY BACKUP EMERGENCY LAMPS
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WALL MOUNT FIRE EXTINGUISHER 3a:40bc
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FE
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W/H
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TANKLESS
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DETECTER
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SMOKE
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METER
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PANEL
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NOTES
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DEFINITION
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STRIP
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2' LIGHT
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STRIP
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4' LIGHT
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SD
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LIGHT
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PROOF
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VAPOR
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LIGHT
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CEILING
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LIGHT
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MOUNTED
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WALL
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SWITCH
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220V OUTLET
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110V OUTLET
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VP
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GFCI
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S
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SYMBOL
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SYMBOL
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DEFINITION
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NOTES
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GROUND FAULT
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INTERRUPTER
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EQUIPED WITH
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12 GAUGE WIRE
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VENT. FAN
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%%UELECTRICAL SYMBOLS
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BATH FANS VENT TROUGH SOFFIT AND CAPPED-OR
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VENTED TO RIDGE VENT OR OFF RIDGE VENT.
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ALL GARAGE OUTLETS ARE TO BE GFCI PROTECTED.
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ALL BATH ROOM OUTLETS TO BE GFCI PROTECTED.
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ALL OUT DOOR OUTLETS TO BE GFCI PROTECTED.
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%%UELECTRICAL NOTES
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T/W/H
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GAS OR ELECTRIC
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DIOXIDE DETECTOR
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HARD WIRED CARBON
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CHANGE LOCATION
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NOT IN CLOTHS CLOSET
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SITE CONDITION MAY
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110V OUTLET
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STRIP LIGHT
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LED
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CHANGE LOCATION
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SITE CONDITION MAY
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SIMPSON ABU44
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(12) 16d NAILS
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5/8 WEDGE ANCHOR
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2160lbs. UPLIFT
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6665lbs. DOWN
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4x4 POST WITH ABU44 & (2) LSTA12
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4x4 POST WITH ABU44 & (2) LSTA12
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S
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S
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S
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S
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L-16 3'0x4'0
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L-16 3'0x4'0
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L-16 3'0x4'0
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L-16 3'0x4'0
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12' HIGH DUSK TO DAWN
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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GFCI
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4x4 RAILING POST WITH (2) " 12" BOLTS
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2x4 WOOD FRAME WALL @ 16" O.C. WITH " GYPSUM ON 12" GYPSUM ON EACH SIDE
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8"x17'4 CMU WALL WITH PAINTED FINISH
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12
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20
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HIGH LIGHTS
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PANEL 150 AMP
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AMP
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DESCRIPTION
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NO.
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WIRE
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AMP
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DESCRIPTION
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NO.
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4
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2
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3
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1
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WIRE
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24
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23
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22
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21
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18
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GFCI OUTLETS
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12
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12
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LOW LIGHT
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RESTROOM LIGHTS & FAN & LOW LIGHT
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GFCI
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GFCI
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GFCI OUTLETS
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GFCI OUTLETS
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7
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7
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7
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9
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9
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9
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11
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11
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11
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EXIT
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12
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1
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1
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1
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3
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3
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3
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5
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5
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5
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5
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5
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DUSK TO DAWN
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10
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SD
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19
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MAXIMUN TRAVEL DISTANCE
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TO THIS DOOR IS 76'-0"
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STEAL DOOR WOOD JAMB FULL WHETHER STRIPS LOCKING LEVER DEAD BOLT WITH INSIDE THUMB LATCH
FBC 2121.1.6 = Minimum No. 9 gauge truss-type horizontal joint reinforcing at every alternate course 16" spacing, shall be provided. This reinforcement shall extend 4" into tie columns
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ADD TO MASONRY WALL NOTES
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EVERY TWO COURESE TO HAVE THE
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TRUSS TYPE HORIZONTAL REINFORCEMENT
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ALL VERTICAL REBAR
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25" MIN VERT OVERLAP
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10" MIN HORIZONTAL OVERLAP
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WITH LINTEL AND BOND BEAM
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HORIZONTAL REBAR
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MASONRY WALL MID LINTEL VERTICAL REINFORCEMENT
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FOR LINTELS OVER 5' SPAN
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TOP COURSE WITH #5
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REBAR HORIZ BOND BEAM
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ALL REBAR IS #5 REBAR
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MID WALL OR TOP WALL
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PRECAST LINTEL
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ABOVE LINTEL TOP WALL
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VERTICAL REINFORCEMENT
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#5 REBAR HORIZ
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ALL HATCHED AREAS ARE
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SOLID FILLD CONCRETE CELLS
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2
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140
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C
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N/A
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.18
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460 ANDALUSIA AVE. ORMOND BEACH
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DEMAC LLC.
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COMMERCIAL WAREHOUSE BUILDING GC: MCNAMARA CONSTRUCTION LLC.
COPYRIGHT NOTICE THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE, REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED. TITLE TO THE DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNER WITHOUT PREJUDICE. VISUAL CONTACT WITH THOSE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.
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ALL CONTRACTORS & SUB-CONTRACTORS ALL CHANGES ARE TO BE VERIFIED BY THE ARCHITECT, ENGINEER, &/OR DESIGNER ALL CHANGES "MUST BE MADE KNOWN" TO THE DESIGN PROFESSIONAL OF RECORD (PRIOR TO CONSTRUCTION)
6" MIN. HEIGHT OF SIDE WALL TO MONOLITHIC SLAB ABOVE FINISH GRADE ADJACENT TO MASONRY WALLS
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SLAB CLEARANCE NOTE
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CMU. WALL
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(DO NOT DRILL THROUGH THE PRE-CAST LINTEL)
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(5) 10d NAILS
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" PLYWOOD WITH (1) 8d NAIL EVERY 4"
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2
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1
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SP1
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SP1
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2X12 WALL BOARD
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WITH 2" WASHERS EVERY 16"
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"X6" WEDGE ANCHORS
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2X6 PT
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2
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1
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AWNING ROOF DETAIL
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3'-4"
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" PLYWOOD WITH (12) 8d NAIL EVERY
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2
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1
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VINYL SOFFIT
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ALL DECK SHEATHING NAILS THAT HAVE MISSED OR FLARED OUT OF THE FRAMING SHALL BE REMOVED & REPLACED
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%%UROOF SHEATHING NAILING
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ROOF SHEATHING NAILING WITH 2 "X.113" RING SHANK NAILS 38"X.113" RING SHANK NAILS EVERY 4" O.C., 4' FROM ALL EDGES OF THE ROOF. 6" O.C. IN THE FIELD.
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34" PLYWOOD WITH TONGUE & GROVE OR 2X BLOCKING, GLUED AND NAILED WITH 2 X.113 MIN. RING SHANK NAILS EVERY 6" 38X.113 MIN. RING SHANK NAILS EVERY 6" O.C. TO BE COMPLETELY FASTENED ONE SHEET AT A TIME
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%%USUB FLOORING SHEATHING NAILING
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%%UREMOVE ALL MISSED NAILS
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ROOF & WALL SHEATHING 8d (2.5"x.131") or 6d (3"x.12") RING SHANK NAILS 6" O.C. EDGES & FIELD
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ROOF SHEATHING, IN AREA 130 BUT BELOW 140 MPH RANGE EXPOSURE B MIN 7/16" EXPOSURE C MIN 15/32" EXPOSURE D MIN 19/32"
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%%UROOF SHEATHING
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2X12 #2 PINE PT FASTENED TO CMU. WITH (2) 1/2"X8" FOUNDATION BOLTS WITH 2" SQ. WASHERS EVERY" FILLED CELL & 12" WEDGE ANCHORS WITH 2" WASHERS EVERY 16"
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2x4 POST IN RESTROOM WALL FOR LEDGER SUPPORT
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2x10 #2 PINE JOIST EVERY 24"
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(2) 1 "x16" LVL BEAMS34"x16" LVL BEAMS
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34" FLOOR RATED SHEATHING
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2x12 PT END JOIST FASTENED TO CMU. WITH (2) "x3 " 14"x3 " 34" MASONRY SCREWS EVERY 24"
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(1) HUS26 ON EACH JOIST
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2ND FLOOR STORAGE AREA
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(2) 1 "x16" LVL BEAMS34"x16" LVL BEAMS
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4x4 POST WITH ABU44 & (2) LSTA12
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2x12 #2 PINE JOIST EVERY 24"
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FLOOR SYSTEM
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COIL ALUMINUM END WALL
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12
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6
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COIL ALUMINUM END WALL
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12
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6
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FLORIDA STATUTE, SECTION 633.222, REQUIRES THE OWNER OF ANY COMMERCIAL, INDUSTRIAL OR MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE CONSTRUCTED OF LIGHT-FRAME TRUSSES, TO INSTALL A SYMBOL ADOPTED BY RULE OF THE STATE FIRE MARSHAL’S OFFICE. THIS RULE S OFFICE. THIS RULE ESTABLISHES THE DIMENSIONS, COLOR, AND LOCATION OF THE SYMBOL TO BE APPLIED TO EVERY COMMERCIAL, INDUSTRIAL AND MULTIUNIT RESIDENTIAL STRUCTURE OF THREE UNITS OR MORE CONSTRUCTED OF LIGHT FRAME FLOOR TRUSSES.
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4'
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6'
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8"
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8"
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OUTSIDE MAIN DOOR
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WITHIN 2'
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MIN.
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MAX.
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%%ULOCATION OF SIGN:
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LIGHT WEIGHT TRUSS ROOF & FLOOR SIGN DETAIL:
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10"
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10"
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2
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140
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C
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N/A
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.18
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460 ANDALUSIA AVE. ORMOND BEACH
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DEMAC LLC.
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COMMERCIAL WAREHOUSE BUILDING GC: MCNAMARA CONSTRUCTION LLC.
2x4x8' WOOD WALL FRAMED @ 16" O.C. FASTENED TO THE CONCRETE WITH (1) " MASONRY SCREW 14" MASONRY SCREW WITH WASHER EVERY 12", " GYPSUM ON EACH 12" GYPSUM ON EACH SIDE, PLASTER FINISH TO MACH EXISTING WITH SHERWIN WILLIAMS SUPER PAINT
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SHOWER AREA WALLS WILL BE TILED OVER TILE BACKER BOARD WITH RED GUARD SEALANT TO A HEIGHT OF 7"
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608.6 Shower Spray Unit and Water. A shower spray unit with a hose 59 inches (1500 mm) long minimum that can be used both as a fixed-position shower head and as a hand-held shower shall be provided. The shower spray unit shall have an on/off control with a non-positive shut-off. If an adjustable-height shower head on a vertical bar is used, the bar shall be installed so as not to obstruct the use of grab bars. Shower spray units shall deliver water that is 120°F (49°C) maximum. EXCEPTION: A fixed shower head located at 48 inches (1220 mm) maximum above the shower finish floor shall be permitted instead of a hand-held spray unit in facilities that are not medical care facilities, long-term care facilities, transient lodging guest rooms, or residential dwelling units. Advisory 608.6 Shower Spray Unit and Water. Ensure that hand-held shower spray units are capable of delivering water pressure substantially equivalent to fixed shower heads. 608.7 Thresholds. Thresholds in roll-in type shower compartments shall be 1/2 inch (13 mm) high maximum in accordance with 303. In transfer type shower compartments, thresholds 1/2 inch (13 mm) high maximum shall be beveled, rounded, or vertical. EXCEPTION: A threshold 2 inches (51 mm) high maximum shall be permitted in transfer type shower compartments in existing facilities where provision of a 1/2 inch (13 mm) high threshold would disturb the structural reinforcement of the floor slab. 608.8 Shower Enclosures. Enclosures for shower compartments shall not obstruct controls, faucets, and shower spray units or obstruct transfer from wheelchairs onto shower seats.
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608.5.3 Alternate Roll-In Type Shower Compartments. In alternate roll-in type shower compartments, the controls, faucets, and shower spray unit shall be located above the grab bar, but no higher than 48 inches (1220 mm) above the shower floor. Where a seat is provided, the controls, faucets, and shower spray unit shall be located on the side wall adjacent to the seat 27 inches (685 mm) maximum from the side wall behind the seat or shall be located on the back wall opposite the seat 15 inches (380 mm) maximum, left or right, of the centerline of the seat. Where a seat is not provided, the controls, faucets, and shower spray unit shall be installed on the side wall farthest from the compartment entry.
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608.5.2 Standard Roll-In Type Shower Compartments. In standard roll-in type shower compartments, the controls, faucets, and shower spray unit shall be located above the grab bar, but no higher than 48 inches (1220 mm) above the shower floor. Where a seat is provided, the controls, faucets, and shower spray unit shall be installed on the back wall adjacent to the seat wall and shall be located 27 inches (685 mm) maximum from the seat wall. Advisory 608.5.2 Standard Roll-In Type Shower Compartments. In standard roll-in type showers without seats, the shower head and operable parts can be located on any of the three walls of the shower without adversely affecting accessibility.
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608.4 Seats. A folding or non-folding seat shall be provided in transfer type shower compartments. A folding seat shall be provided in roll-in type showers required in transient lodging guest rooms with mobility features complying with 806.2. Seats shall comply with 610. EXCEPTION: In residential dwelling units, seats shall not be required in transfer type shower compartments provided that reinforcement has been installed in walls so as to permit the installation of seats complying with 608.4. 608.5 Controls. Controls, faucets, and shower spray units shall comply with 309.4. 608.5.1 Transfer Type Shower Compartments. In transfer type shower compartments, the controls, faucets, and shower spray unit shall be installed on the side wall opposite the seat 38 inches (965 mm) minimum and 48 inches (1220 mm) maximum above the shower floor and shall be located on the control wall 15 inches (380 mm) maximum from the centerline of the seat toward the shower opening.
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608.3.3 Alternate Roll-In Type Shower Compartments. In alternate roll-in type shower compartments, grab bars shall be provided on the back wall and the side wall farthest from the compartment entry. Grab bars shall not be provided above the seat. Grab bars shall be installed 6 inches (150 mm) maximum from adjacent walls.
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608.3.2 Standard Roll-In Type Shower Compartments. Where a seat is provided in standard roll-in type shower compartments, grab bars shall be provided on the back wall and the side wall opposite the seat. Grab bars shall not be provided above the seat. Where a seat is not provided in standard roll-in type shower compartments, grab bars shall be provided on three walls. Grab bars shall be installed 6 inches (150 mm) maximum from adjacent walls.
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608.3 Grab Bars. Grab bars shall comply with 609 and shall be provided in accordance with 608.3. Where multiple grab bars are used, required horizontal grab bars shall be installed at the same height above the finish floor. EXCEPTIONS: 1. Grab bars shall not be required to be installed in a shower located in a bathing facility for a single occupant accessed only through a private office, and not for common use or public use provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with 608.3. 2. In residential dwelling units, grab bars shall not be required to be installed in showers located in bathing facilities provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with 608.3. 608.3.1 Transfer Type Shower Compartments. In transfer type compartments, grab bars shall be provided across the control wall and back wall to a point 18 inches (455 mm) from the control wall.
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Standard Roll-In Type Shower Compartment Size and Clearance 608.2.3 Alternate Roll-In Type Shower Compartments. Alternate roll-in type shower compartments shall be 36 inches (915 mm) wide and 60 inches (1525 mm) deep minimum clear inside dimensions measured at center points of opposing sides. A 36 inch (915 mm) wide minimum entry shall be provided at one end of the long side of the compartment.
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609.3 Spacing. The space between the wall and the grab bar shall be 1 1/2 inches (38 mm). The space between the grab bar and projecting objects below and at the ends shall be 1 1/2 inches (38 mm) minimum. The space between the grab bar and projecting objects above shall be 12 inches (305 mm) minimum. EXCEPTION: The space between the grab bars and shower controls, shower fittings, and other grab bars above shall be permitted to be 1 1/2 inches (38 mm) minimum.
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609.4 Position of Grab Bars. Grab bars shall be installed in a horizontal position, 33 inches (840 mm) minimum and 36 inches (915 mm) maximum above the finish floor measured to the top of the gripping surface, except that at water closets for children's use complying with 604.9, grab bars shall be installed in a horizontal position 18 inches (455 mm) minimum and 27 inches (685 mm) maximum above the finish floor measured to the top of the gripping surface. The height of the lower grab bar on the back wall of a bathtub shall comply with 607.4.1.1 or 607.4.2.1. 609.5 Surface Hazards. Grab bars and any wall or other surfaces adjacent to grab bars shall be free of sharp or abrasive elements and shall have rounded edges. 609.6 Fittings. Grab bars shall not rotate within their fittings. 609.7 Installation. Grab bars shall be installed in any manner that provides a gripping surface at the specified locations and that does not obstruct the required clear floor space. 609.8 Structural Strength. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the grab bar, fastener, mounting device, or supporting structure. 610 Seats 610.1 General. Seats in bathtubs and shower compartments shall comply with 610. 610.2 Bathtub Seats. The top of bathtub seats shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum above the bathroom finish floor. The depth of a removable in-tub seat shall be 15 inches (380 mm) minimum and 16 inches (405 mm) maximum. The seat shall be capable of secure placement. Permanent seats at the head end of the bathtub shall be 15 inches (380 mm) deep minimum and shall extend from the back wall to or beyond the outer edge of the bathtub.
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610.3.1 Rectangular Seats. The rear edge of a rectangular seat shall be 2 1/2 inches (64 mm) maximum and the front edge 15 inches (380 mm) minimum and 16 inches (405 mm) maximum from the seat wall. The side edge of the seat shall be 1 1/2 inches (38 mm) maximum from the adjacent wall.
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610.3.2 L-Shaped Seats. The rear edge of an L-shaped seat shall be 2 1/2 inches (64 mm) maximum and the front edge 15 inches (380 mm) minimum and 16 inches (405 mm) maximum from the seat wall. The rear edge of the "L" portion of the seat shall be 1 1/2 inches (38 mm) maximum from the wall and the front edge shall be 14 inches (355 mm) minimum and 15 inches (380 mm) maximum from the wall. The end of the "L" shall be 22 inches (560 mm) minimum and 23 inches maximum (585 mm) from the main seat wall.
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610.3 Shower Compartment Seats. Where a seat is provided in a standard roll-in shower compartment, it shall be a folding type, shall be installed on the side wall adjacent to the controls, and shall extend from the back wall to a point within 3 inches (75 mm) of the compartment entry. Where a seat is provided in an alternate roll-in type shower compartment, it shall be a folding type, shall be installed on the front wall opposite the back wall, and shall extend from the adjacent side wall to a point within 3 inches (75 mm) of the compartment entry. In transfer-type showers, the seat shall extend from the back wall to a point within 3 inches (75 mm) of the compartment entry. The top of the seat shall be 17 inches (430 mm) minimum and 19 inches (485 mm) maximum above the bathroom finish floor. Seats shall comply with 610.3.1 or 610.3.2.
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ADA SHOWER COMPARTMENT CODES
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ALL GRAB BARS SHALL HAVE FRAMING BACKING SO TO PROVIDE 250lbs. OF WEIGHT IN ALL DIRECTIONS
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GFCI PROTECTED OUT LET
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60"
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MIN.
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MAXIMUM SHOWER DRAIN SLOPE "-12" 14"-12" ALL FLOORS WILL HAVE NON-SLIP FLOORING COEFFICIENT OF FRICTION OF .60 OR GREATER
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ONE HAND SHOWER HEAD WITH CONTROL VALVE WITH ACCESSIBLE THERMOSTATIC OR PRESSURE BALANCE CONTROLS
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606.5 Exposed Pipes and Surfaces. Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks.
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ADA Requirements: 4.19.1 Lavatories.
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4
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ALTERATION LEVEL:
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"PLANS CONFORM TO"
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2020 FLORIDA BUILDING CODE
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2020 NATIONAL ELEC CODE
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STRUCTURALLY ADEQUATE FOR
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WIND VELOCITY (MPH):
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EXPOSURE CATEGORY:
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2014 ASCE24 DESIGN CRITERIA
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RISK CATEGORY:
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INTERNAL PRESSURE:
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STANLEY P HOELLE
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ARCH #9033
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COPYRIGHT NOTICE THE USE OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE, REUSE, REPRODUCTION, OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED. TITLE TO THE DRAWINGS AND SPECIFICATIONS REMAIN IN THE DESIGNER WITHOUT PREJUDICE. VISUAL CONTACT WITH THOSE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.
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ALL CONTRACTORS & SUB-CONTRACTORS ALL CHANGES ARE TO BE VERIFIED BY THE ARCHITECT, ENGINEER, &/OR DESIGNER ALL CHANGES "MUST BE MADE KNOWN" TO THE DESIGN PROFESSIONAL OF RECORD (PRIOR TO CONSTRUCTION)
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STANLEY P HOELLE
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ARCH #9033
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STANLEY P HOELLE
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ARCH #9033
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PLAN DATE:
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OWNER:
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LOCATION:
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PAGE:
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2018 WFCM DESIGN CRITERIA
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SEAL BOX (WIND LOADS ONLY)
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A R C H I T E C T
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STANLEY P. HOELLE
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%%UFOUNDATION NOTES
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1) FOOTING TRENCHES AND THE AREA WITHIN THE FOUNDATION WALLS
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SHALL BE FREE OF ALL DELETERIOUS MATERIAL.
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2) ALL REINFORCING RODS SHALL BE GRADE 40 (40,000 PSI) #5
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DEFORMED BARS WITH A 25" MIN.. LAP AND PLACED ON SUPPORT
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CHAIRS @ 6' O.C.
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3) ALL CONCRETE OF SLABS SHALL BE 2500 PSI. MIN.. PADS AND WALKWAYS
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SHALL BE 2500 PSI MIN.. AT 28 DAYS. CONCRETE FOR DOWN POURS AND
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BOND BEAMS SHALL BE 3000 PSI. MIN.. (PEA GRAVEL MIX)
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4) PROVIDE 6 MIL. VAPOR BARRIER UNDER ALL CONCRETE SLABS WITH
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JOINTS LAPPED 6" AND TAPED AFTER TERMITE TREATMENT.
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5) SLAB REINFORCING SHALL BE 6X6 #
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10
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10
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WELDED WIRE FABRIC
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STEEL MESH EDGE LAPPED 6" AND TIED.
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6) ALL FILL DIRT SHALL BE CLEAN SAND FREE OF DELETERIOUS MATERIALS,
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AND LAD IN LIFTS NOT TO EXCEED 12". EACH LIFT TO BE WETTED AND
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COMPACTED PRIOR TO THE NEXT LIFT.
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7) ALL FILL DIRT WITH THE FOUNDATION WALLS SHALL BE TERMITE TREATED
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ACCORDING TO STANDARDS OF THE NATIONAL PEST CONTROL ASSOCIATION.
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8) SLOPE ALL EXTERIOR SLABS AND GARAGE FLOOR FOR PROPER DRAINAGE.
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1. 4" THICK 2500 PSI. CONCRETE SLAB WITH 6X6
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WWF. OVER 6 MIL. VAPOR BARRIER OVER
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CLEAN WELL COMPACTED TERMITE TREATED SOIL.
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2. 3000 PSI FIBORMESH IS AN ACCEPTABLE
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SUBSTITUTE FOR 6X6
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10
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10
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WWF.
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3. ALL EXTERIOR OPENINGS TO HAVE MIN.. 36" X 36" PAVERS OR
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CONCRETE PAD, TO BE POURED AT TIME OF DRIVEWAY OR POOL DECK.
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%%USLAB NOTES
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MONOLITHIC FOOTER
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(2) #5 REBAR
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EXTERIOR
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M1
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FOUNDATION PLAN
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F.F.ELE. 0'-0"
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4" THICK 2500 PSI CONCRETE SLAB WITH 6x6 10/10 WWF OR 4" THICK 3000 PSI FIBER MESH CONCRETE NO 6x6 10/10 WWF REQUIRED, OVER 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED TERMITE TREATED SOIL OR AFTER FRAMING SPRAY TERMITE TREATMENT 2' HIGH ON BOTTOM OF ALL FRAMING
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M1
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STEM WALL LINE
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FOOTING LINE
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MATERIAL
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PRODUCT
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TRADENAME
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MODELNUMER
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MODELNUMER
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TRADENAME
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PRODUCT
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MATERIAL
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(2) #5 REBAR
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MONOLITHIC FOOTING
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INTERIOR
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M2
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M2
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(1) #5 REBAR 25" AFF. MIN. 10" HORIZONTAL MIN.
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ROOF PLAN
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PRE-ENGINEERED TRUSSES @ 24" O.C.
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(1) HETA20 ON EACH TRUSS TO LINTEL
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3" PVC
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2" PVC
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2" PVC
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PLUMBING FIXTURE SCHEDULE
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FIXTURE TYPE
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ABBREV.
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FIX. UNIT VALVE
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CONNECTION SIZE
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TRAP SIZE
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VENT
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HW
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CW
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WATER CLOSET
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LAVATORY
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WC
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LAV.
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2.5
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DRAIN PIPE SIZE (INCH)
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SUPPLY PIPE SIZE (INCH)
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1
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1/2
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1/2
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3
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1 "12"
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1 "14"
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1 "14"
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3
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1/2
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1/2
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1/2
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1/2
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FLUSH TANK WITH TRAP DESIGNED IN
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NOTES:
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FULL-OPEN VALVES SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1) ON THE BUILDING WATER SERVICE PIPE FROM THE PUBLIC WATER SUPPLY NEAR THE CURB. 2) ON THE WATER DISTRIBUTION SUPPLY PIPE AT THE ENTRANCE INTO THE STRUCTURE. 3) ON THE DISCHARGE SIDE OF EVERY WATER METER. 4) ON THE BASE OF EVERY WATER RISER PIPE IN OCCUPANCIES OTHER THAN MULTIPLE-FAMILY RESIDENTIAL OCCUPANCIES THAT ARE TWO STORIES OR LESS IN HEIGHT AND IN ONE- AND TWO-FAMILY RESIDENTIAL OCCUPANCIES. 5) ON THE TOP OF EVERY WATER DOWN-FEED PIPE IN OCCUPANCIES OTHER THAN ONE- AND TWO-FAMILY RESIDENTIAL OCCUPANCIES. 6) ON THE ENTRANCE TO EVERY WATER SUPPLY PIPE TO A DWELLING UNIT, EXCEPT WHERE SUPPLYING A SINGLE FIXTURE EQUIPPED WITH INDIVIDUAL STOPS. 7) ON THE WATER SUPPLY PIPE TO A GRAVITY OR PRESSURIZED WATER TANK. 8) ON THE WATER SUPPLY PIPE TO EVERY WATER HEATER.
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THE FLOW VELOCITY OF THE WATER DISTRIBUTION SYSTEM SHALL BE CONTROLLED TO REDUCE THE POSSIBILITY OF WATER HAMMER. A WATER-HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK-CLOSING VALVES ARE UTILIZED. WATER-HAMMER ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WATER-HAMMER ARRESTORS SHALL CONFORM TO ASSE 1010.
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TEMPERED WATER SHALL BE SUPPLIED THROUGH A WATER TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE 1070 AND SHALL LIMIT THE TEMPERED WATER TO A MAXIMUM OF 110°F (43°C). THIS PROVISION SHALL NOT SUPERSEDE THE REQUIREMENT FOR PROTECTIVE SHOWER VALVES IN ACCORDANCE WITH SECTION 424.3.
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3" PVC
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34" HOT
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3" PVC
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4" PVC
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CLEAN OUT
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SUPPLY & DRAIN LINE DIAGRAM
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2" PVC
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LAV.
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2" PVC
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SHOWER
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12" HOT
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12" COLD
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12" HOT
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12" COLD
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VENT THROUGH ROOF
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1" COLD SUPPLY FROM METER
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SHUT OFF VALVE
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2" PVC
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P TRAP
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TOILET
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SHOWER
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SH.
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1
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1/2
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2"
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2"
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1 "12"
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1/2
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1/2
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2
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140
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C
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N/A
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.18
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460 ANDALUSIA AVE. ORMOND BEACH
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DEMAC LLC.
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COMMERCIAL WAREHOUSE BUILDING GC: MCNAMARA CONSTRUCTION LLC.
