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1401 W Seminole Blvd - BC01-0002067 (CENTRAL FLA REG HOSP) (INTERIOR ALTERATIONS) (A)PERMIT ADDRESS NO I CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRALTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISIONde . Ron r".2 &I ploq. Up- Ol"Z�o� I O2'�� � D�'• 133 PERMIT # D,�'"' Z 31 DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE SANFORD BUILDING DEPT, THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPT60 POR PERMIT. A PaRMIT hMft) 5HALL SC- CONSTNUEL) TO 61EL A WCE;NOV ft) 14rJoGgCD Wj.rFj THE WORK AtIb Plt)r A9 Awnip)6irry :fij VIOLATE, CANC6L. At=tLN. Wt §Rf A61672 ANY 0# PRoVi�iaNt Orc Tpit Tig�f-ftb&_ 0006-A Wh NIALL ISSUANCE Or' A Ok4flt 05MOVAN-v Ti -'g igUli• bjmd DEPT Fkb6i -[ArPL-Apr i�_nJ46a 8H T[4ii HR ,yp:rjqN OtROER" v!8i:A+18Hi_i 8fF ThE P -E395;§- Ads A/00N FLOCNI S-1-1-kS ELE it M U ST Bf E 16-' A 6 G V;-:: Gir:i 0API N UNLESS OF AR'l P AIP-PROVED MUS MUST MEEzl- LA�C ACCESS 18 IL I Ty C 0 L) E S MUESffT:EMR7gG EyYT C FLORIDA "FINISHED FLOOF'i E-LE."V 1 -IONS" IVILISt meet city codes -for finished floor / slab eleva---ionS or provide elevations app.f oved by city engineering dept. Ior subdivision elevations to prevent flooding OFFICE PY P E FIAMIT PLAM CITY OF SANFORD GRESHAM, SMITH AND PARTNERS Atlanta, Birmingham, Dallas, Fort. Lauderdale, Jacksonville, Louisville, Nashville, Reston, Richmond, Tampa 1111 Cert. Nus. AAP000034 /EB0003806 C17Y OF SANFORD ri • C17Y OF SANFORD ri UA]OHN'S JH.10014 joeNinu JA rl-C)PIOA AGGL 200/ FPC,-Gt1AF7`Cf // 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE REST ROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE. 2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN 36 INCHES ABOVE THE FLOOR AND EDGE OF BASIN NO HIGHER THAN 34 INCHES ABOVE THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY, DRINKING WATER PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING. 3. WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS ARE PROVIDED AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC. TO SUCH SPACES SHALL BE ACCESSIBLE (ie. TOUCH LATCHES, U -SHAPED PULLS)' SPACES SHALL BE WITHIN 15 INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 9 INCHES MINIMUM AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES RODS SHALL BE A MAXIMUM OF 54 INCHES ABOVE THE FLOOR (48 INCHES MAXIMUM WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES). 4. CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE NO HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 INCHES ABOVE THE FLOOR FOR SIDE APPROACH RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. 5. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. 'THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, INCLUDING RESTROOMS, AND PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER IS LOWER. 6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (ie. LEVER OPERATED, PUSH -TYPE, U -SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE THE FLOOR. SYMBOL S ItJJ UUPLEX RECEPCACLE 120 V. �{} � SPEED AL RECEPTACLE GSINGLE RECEPTACLE 240 V. ®Fff MOUNTED RECEPTACLE 12 V 1 tSWITCH tPT SWITCH W/ PROGRAMMABLE TIMER W3 3 -WAY SWITCH L] 1'UC f REDUCER Q W/((II)NC RECESSED 40 WATT BL( 240E RETURN AIR GRILL 4 ® (R.A.G.) 120/240Y SGL PH. SUPPLY AIR DIFFUSER (S.A.D.) t:JZlA=.1 GRILLE (THRU WALL) Q THERMOSTAT ((� PROGAMMABLE z THERMOSTAT L] 1'UC f REDUCER Q W/((II)NC RECESSED 40 WATT BL( 240E RECESSED W% OR(2) 3CENT2 WATT ©ULFIXREBS 4 ® FL ORECENT FIXTURE W (2) 32 WATT BULBS 120/240Y SGL PH. RECESSED FLUORESCENT FIXTURE (4) 32 WATT BULBS I-_ 440 FL OR SCENT FIXTURE Wy (4) 32 WATT BULBS F FLUORESCENT FIXTURE W/ EMERGENCY BALLAST 17 FIRE DAMPER ®J-BOX FOR SITE INSTALLED TELEPHONE ®FLOOR MOUNTED J -BOX FOR SITE INST. TELEPHONE J -BOX FOR SITE -I-- INSTALLED COMPUTER OUTLET HOSE DIB W/ BACKFLOW PREVENTER JUNCTION BOX CEILING BOX FIRE PULL STATION W/ HORN & STROBE FIRE PULL STATION SMOKE DETECTOR PORCH LIGHT W/PHOTO CELL & (1) 40 WATT BULB PORCH LIGHT W/(1) 40 WATT BULB VENT FAN COMB. VENT FAN & LIGHT W/ (1) 40 WATT BULB INCANDESCENT LIGHT W/ (1) 40 WATT BULB 7. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP - RESISTANT. CHANGES IN LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 . CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS. CARPET PILE THICKNESS SHALL BE 0.5 INCH MAX. GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5 INCH WIDE' IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5 INCH IN HEIGHT. 8. ALL DOORS SHALL BE OPERABLE BY A SINGLE EFFORT. THE MAXIMUM FORCE TO OPEN A DOOR SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR SWINGING DOORS AND 5.0 POUNDS FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING DOORS. 9. ACCESSIBLE WATER CLOSETS SHALL BE 17-19 INCHES FROM THE FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 LONG MINIMUM WHEN LOCATED BEHIND THE WATER CLOSET AND 42 INCHES MINIMUM WHEN LOCATED ALONG SIDE OF THE WATER CLOSET AND SHALL BE MOUNTED 33-36 INCHES FROM THE FLOOR TO THE CENTERLINE OF THE RAIL. 10. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH ' ELONGATED RIMS AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR. 11. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE iAPRON. 12. ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 19 INCHES DEEP UNDERNEATH THE SINK. THE SINK DEPTH SHALL BE 6.5 INCHES MAXIMUM. 13. HOT WATER AND DRAIN PIPES UNDERNEATH ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. 14. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS (ie. LEVER OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED.) 15. WHERE MIRRORS ARE PROVIDED IN RESTROOMS), AT LEAST ONE (1) SHALL BE PROVIDED WITH ITS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR. 16. WHERE MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44 INCHES ABOVE THE FLOOR. 17. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.25 INCHES TO 1.50 INCHES IN DIAMETER WITH '1.5 INCHES CLEAR SPACE BETWEEN THE BAR AND THE WALL. 18. -TOILET STALL DOORS SHALL BE SELF CLOSING 'TYPE. 19. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES. 20. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL COMPLY WITH 11-4.27.4. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS NO MORE THAN 44 INCHES(1120 MM) ABOVE THE FLOOR. PLUMBING NOTES: 2001 F.P.C. BATH LETTER REQUIRED RESTROOMS INSTALLED ONSITE BY OTHERS 0 ELECTRICAL NO -FES: 1999 NEC 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC). 2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE - MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM "STORAGE AREA" AS DEFINED BY NEC 410-8(A), 3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH -CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DIS- CONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS IS ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT. 6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 7. ALL CIRCUITS CROSSING OVER MODULE MATING LINE'S) SHALL BE SITE CONNECTED WITHIN APPROVED ACCESSIBLE JUNCTION BOXES, OR CABLE CONNECTION. GENERAL NOTES - 1. ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS ARE DESIGNED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION . THE PRIMARY ENTRANCE MUST BE ACCESSIBLE. 2. ALL DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUAL OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT BE USED. WITH THE EXCEPTION OF 'THE MAIN EXTERIOR EXIT. A KEY LOCKING DEVICE MAY BE USED FROM THE EGRESS SIDE ON THE MAIN EXTERIOR EXIT DOORS ON GROUP B OCCUPANCIES SUBJECT TO THE FOLLOWING: A. THERE IS A READILY VISIBLE SIGN ON OR ADJACENT TO THE DOOR STATING: THIS EXIT TO REMAIN UNLOCKED WHEN THIS BUILDING IS OCCUPIED. THE SIGN SHALL BE IN LETTERS NO LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. B. THE LOCKING DEVICE MUST BE OF A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. 0. 'THE MAIN EXTERIOR DOOR IS A SINGLE DOOR OR ONE PAIR OF DOORS. D. WHEN UNLOCKED, THE DOOR OR BOTH LEAVES OF THE PAIR MUST BE FREE. THE USE OF THE KEY LOCKING DEVICE MAY BE REVOKED BY THE BUILDING OFFICIAL FOR DUE CAUSE 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL HAVE SAFETY, 'TEMPERED, OR ACRYLIC PLASTIC SHEET. 4. MINIMUM CORRIDOR WIDTH IS 44" 5. MINIMUM CORRIDOR FINISH IS CLASS B (GYPSUM). 6. PORTABLE FIRE EXTINGUISHER PER N.F.P.A.-101, INSTALLED BY OTHERS ON SITE, AND SUBJECT '1.0 LOCAL JURISDICTION. 7. STATE LABELS & DATA PLATE ARE LOCATED INSIDE ELECTRICAL PANEL BOX COVER 8. BASE WIND SPEED - 130 MPH-(FBC) 9. WIND IMPORTANCE FACTOR I = 1.0 10. WIND EXPOSURE = B 11 SEISMIC PERFORMANCE CATEGORY -N/A 12. OCCUPANCY: STORAGE S-1 13. FLOOR DESIGN LIVE LOAD - 125 PSF 14. OCCUPANT LOAD IS BASED UPON 1 PERSON PER 300 SQUARE FEET OF FLOOR AREA. 15. BUILDING SHALL NOT BE LOCATED ON THE UPPER HALF OF A HILL OR ESCARPMENT . EXCEEDING 15 FT. IN HEIGHT. 16. PLAN REVIEW AND INSPECTION REQUIRED BY CHAPTER 633 F.S.TO BE DONE ON SITE BY LOCAL FIRE SAFETY INSPECTOR. RILBORN, WERNER, CARTER u& ASSOCIATES 1 1 W C 1827 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 33756 C.O. #1025 LISTING AGENCY APPROVAL These prints comply with the Florida Manufactured Building Act of 1979 Construction Code and adhere to the following criteria. CONST. TYPE: V 1 OCCUPANCY: STORAGE S-1 ALLOWABLE N0, OF FLOORS 1 WIND VELOCITY 130 FIRE RATING OF 0 EXTERIOR WALLS 1578 -3719j -- PLAN NO. ALLOW FLOOR LOAD 125LL APPROVAL DATE MANUF. SOUTHEAST H.W.C. PROJECT HISTORY �J M Q ELECTRICAL PANEL C� 120/240Y SGL PH. LLI EXIT SIGN I-_ 00H- EXIT SIGN W/ F BATTERY BACK-UP z ® LOW PRESSURE SODIUM 17�1 U LIGH T EMERGENCY LIGHT W/ z O BATTERY BACK-UP ry WP FLOOD LIGHT W r n W/2-80 WATT BULBS Ld W 120 1� RECEPTACLE W � U \ PHOTO CELL ©RECESSED (EYEBALL) FIM. W/(I) INCANDESCENT 40 WATT B LB INSTALLED COMPUTER OUTLET HOSE DIB W/ BACKFLOW PREVENTER JUNCTION BOX CEILING BOX FIRE PULL STATION W/ HORN & STROBE FIRE PULL STATION SMOKE DETECTOR PORCH LIGHT W/PHOTO CELL & (1) 40 WATT BULB PORCH LIGHT W/(1) 40 WATT BULB VENT FAN COMB. VENT FAN & LIGHT W/ (1) 40 WATT BULB INCANDESCENT LIGHT W/ (1) 40 WATT BULB 7. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP - RESISTANT. CHANGES IN LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 . CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS. CARPET PILE THICKNESS SHALL BE 0.5 INCH MAX. GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5 INCH WIDE' IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5 INCH IN HEIGHT. 8. ALL DOORS SHALL BE OPERABLE BY A SINGLE EFFORT. THE MAXIMUM FORCE TO OPEN A DOOR SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR SWINGING DOORS AND 5.0 POUNDS FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING DOORS. 9. ACCESSIBLE WATER CLOSETS SHALL BE 17-19 INCHES FROM THE FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 LONG MINIMUM WHEN LOCATED BEHIND THE WATER CLOSET AND 42 INCHES MINIMUM WHEN LOCATED ALONG SIDE OF THE WATER CLOSET AND SHALL BE MOUNTED 33-36 INCHES FROM THE FLOOR TO THE CENTERLINE OF THE RAIL. 10. ACCESSIBLE URINALS SHALL BE STALL -TYPE OR WALL HUNG WITH ' ELONGATED RIMS AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR. 11. ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE iAPRON. 12. ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 19 INCHES DEEP UNDERNEATH THE SINK. THE SINK DEPTH SHALL BE 6.5 INCHES MAXIMUM. 13. HOT WATER AND DRAIN PIPES UNDERNEATH ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. 14. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS (ie. LEVER OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED.) 15. WHERE MIRRORS ARE PROVIDED IN RESTROOMS), AT LEAST ONE (1) SHALL BE PROVIDED WITH ITS BOTTOM EDGE NO HIGHER THAN 40 INCHES ABOVE THE FLOOR. 16. WHERE MEDICINE CABINETS ARE PROVIDED, AT LEAST ONE SHALL BE LOCATED WITH A USABLE SHELF NO HIGHER THAN 44 INCHES ABOVE THE FLOOR. 17. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.25 INCHES TO 1.50 INCHES IN DIAMETER WITH '1.5 INCHES CLEAR SPACE BETWEEN THE BAR AND THE WALL. 18. -TOILET STALL DOORS SHALL BE SELF CLOSING 'TYPE. 19. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES. 20. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC AND SHALL COMPLY WITH 11-4.27.4. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS NO MORE THAN 44 INCHES(1120 MM) ABOVE THE FLOOR. PLUMBING NOTES: 2001 F.P.C. BATH LETTER REQUIRED RESTROOMS INSTALLED ONSITE BY OTHERS 0 ELECTRICAL NO -FES: 1999 NEC 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODE (NEC). 2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE - MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM "STORAGE AREA" AS DEFINED BY NEC 410-8(A), 3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH -CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POSITION. 4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DIS- CONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED "OFF" POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS IS ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT. 6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 7. ALL CIRCUITS CROSSING OVER MODULE MATING LINE'S) SHALL BE SITE CONNECTED WITHIN APPROVED ACCESSIBLE JUNCTION BOXES, OR CABLE CONNECTION. GENERAL NOTES - 1. ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS ARE DESIGNED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION . THE PRIMARY ENTRANCE MUST BE ACCESSIBLE. 2. ALL DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUAL OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT BE USED. WITH THE EXCEPTION OF 'THE MAIN EXTERIOR EXIT. A KEY LOCKING DEVICE MAY BE USED FROM THE EGRESS SIDE ON THE MAIN EXTERIOR EXIT DOORS ON GROUP B OCCUPANCIES SUBJECT TO THE FOLLOWING: A. THERE IS A READILY VISIBLE SIGN ON OR ADJACENT TO THE DOOR STATING: THIS EXIT TO REMAIN UNLOCKED WHEN THIS BUILDING IS OCCUPIED. THE SIGN SHALL BE IN LETTERS NO LESS THAN 1" HIGH ON A CONTRASTING BACKGROUND. B. THE LOCKING DEVICE MUST BE OF A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. 0. 'THE MAIN EXTERIOR DOOR IS A SINGLE DOOR OR ONE PAIR OF DOORS. D. WHEN UNLOCKED, THE DOOR OR BOTH LEAVES OF THE PAIR MUST BE FREE. THE USE OF THE KEY LOCKING DEVICE MAY BE REVOKED BY THE BUILDING OFFICIAL FOR DUE CAUSE 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL HAVE SAFETY, 'TEMPERED, OR ACRYLIC PLASTIC SHEET. 4. MINIMUM CORRIDOR WIDTH IS 44" 5. MINIMUM CORRIDOR FINISH IS CLASS B (GYPSUM). 6. PORTABLE FIRE EXTINGUISHER PER N.F.P.A.-101, INSTALLED BY OTHERS ON SITE, AND SUBJECT '1.0 LOCAL JURISDICTION. 7. STATE LABELS & DATA PLATE ARE LOCATED INSIDE ELECTRICAL PANEL BOX COVER 8. BASE WIND SPEED - 130 MPH-(FBC) 9. WIND IMPORTANCE FACTOR I = 1.0 10. WIND EXPOSURE = B 11 SEISMIC PERFORMANCE CATEGORY -N/A 12. OCCUPANCY: STORAGE S-1 13. FLOOR DESIGN LIVE LOAD - 125 PSF 14. OCCUPANT LOAD IS BASED UPON 1 PERSON PER 300 SQUARE FEET OF FLOOR AREA. 15. BUILDING SHALL NOT BE LOCATED ON THE UPPER HALF OF A HILL OR ESCARPMENT . EXCEEDING 15 FT. IN HEIGHT. 16. PLAN REVIEW AND INSPECTION REQUIRED BY CHAPTER 633 F.S.TO BE DONE ON SITE BY LOCAL FIRE SAFETY INSPECTOR. RILBORN, WERNER, CARTER u& ASSOCIATES 1 1 W C 1827 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 33756 C.O. #1025 LISTING AGENCY APPROVAL These prints comply with the Florida Manufactured Building Act of 1979 Construction Code and adhere to the following criteria. CONST. TYPE: V 1 OCCUPANCY: STORAGE S-1 ALLOWABLE N0, OF FLOORS 1 WIND VELOCITY 130 FIRE RATING OF 0 EXTERIOR WALLS 1578 -3719j -- PLAN NO. ALLOW FLOOR LOAD 125LL APPROVAL DATE MANUF. SOUTHEAST H.W.C. PROJECT HISTORY �J M Q -t- C� LLI �- I-_ 00H- ® a W z Un 17�1 U Q O z O co ry U < W r n Ln W Ld W W � U (W r 6 1 DRAWN BY: JDP [CHECKED BY: W.J.M. DATE:'] 2 05 02 SCALE: 1/4"=1'O" HWC# 1578--3719 SERIAL# 10014 A/B SHEET: 2 OF 6 SHEETS WJOHN'S SYSTEM\2002\DEC\C.F.R.H.10014.dwg, Model, 01/06/200304:54:12 PM, jperkins A ,� C� 00H- ® W W 17�1 Q O z 4-) co co O 0 W r n Ln W V 1 N -1 DRAWN BY: JDP [CHECKED BY: W.J.M. DATE:'] 2 05 02 SCALE: 1/4"=1'O" HWC# 1578--3719 SERIAL# 10014 A/B SHEET: 2 OF 6 SHEETS WJOHN'S SYSTEM\2002\DEC\C.F.R.H.10014.dwg, Model, 01/06/200304:54:12 PM, jperkins A ,� PROJECT HISTORY SITE INSTALLED ITEMS THIS LIST IS A REQUIREMENT OF; THE FLORIDA DCA AND DOES NOT LIMIT ITEMS OF WORK AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION. SUBJECT TO LOCAL JURIS- DICTION AND APPROVAL. 1. COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEMS. 2. PORTABLE FIRE EXTINGUISHER(S). 3. RAMPS, STAIRS, AND GENERAL ACCESS TO BUILDING. 4. ELECTRICAL SERVICE HOOK-UP (INCLUDING FEEDERS) TO THE BUILDING. 5.RESERVED 6. THE MAIN ELECTRICAL PANEL AND FEEDER. 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING LINE(S). & STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES. 9 UAJOHN'S SYSTPM\2002\DEC\C.F.R.H.10014.dwg, Model, 01/06/200304:37:09 PM, jperkins DESIGN DATA FLORIDA 2001 FLORIDA BUILDING CODE 2001 FLORIDA PLUMB. CODE 2001 FLORIDA GAS CODE 2001 FLORIDA MECH. CODE 1999 NATIONAL ELECTRIC CODE NFPA 101 2000 FACBC (LATEST EDITION) -2001 FBC CHAPTER 11 FLORIDA ENERGY (LATEST EDITION) EFFICIENCY CODE CONSTRUCTION TYPE -7-UN-PROTECTED SPK. - OCCUPANCY: STORAGE S-1 - OCCUPANT LOAD IS BASED UPON 1 PERSON PER 300 SQUARE FEET OF FLOOR AREA - FLOOR LL = 125 psf. - ROOF: LL= 20 psf BASE WIND SPEED=130 MPH EXPOSURE B FLORIDA STRUCTURAL LOAD LIMITATIONS I(FBC 1606.1.7) FLOOR LIVE LOAD: 125 PSF i ROOF LIVE LOAD: 20 PSF. ROOF StJW LOAD: NOT APPLICABLE. WIND LOAD: A. 130 MPH WIND SPEED B. Lw = 1.0 WIND IMPORTANCE FACTOR C. B WIND EXPOSURE CATEGORY D. GCpi = 0.18 INTERNAL PRESSURE COEFFICIENT ROOF COMP NENT & CLADDING LOAD (505F) E. Pr —ZONE 1" —28.6 PSF ZONE 2= —38.10 PSF ZONE 3i —45.8 PSF WALL COMPONENT & CLADDING LOAD (WINDOWS / DOORS) F. Pw =ZONE 4'= —33.0 PSF ZONE 56 —40.7 PSF G. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT SEISMIC LOAD: NOT APPLICABL FLOOD LOAD: THIS BUILDING IS NOT DESIGNED TO BE LOCATED IN A FLOOD HAZARDIAREA. HILBORN, WERNER, CARTER HWC 1627 SOUTH TEMYRTLE AVE. C:LEARWATER, FLORIDA 33756 C.O.A. 1025 LISTING AGENCY APPROVAL These prints comply with the Florida Manufactured Building Act of 1979 Construction Code and adhere to the following criteria. V Z CONST. TYPE: OCCUPANCY: STORAGE S-1 ALLOWABLE NO. OF FLOORS 1 WIND VELOCITY 130 FIRE RATING OF 0 EXTERIOR WALLS PLAN NO. NO. ALLOW FLOOR LOAD L L APPROVAL DATE MANUF. SOUTHEAST m O O Kill LLQ W V) M W W I U DRAWN BY: JDP CHECKED BY: w.J.M. DATE: 12 05 02 SCALE: 1/4"=1,a" HWC# 1578-3719 SERIAL# 10014 A/B SHEET: 3 H.W.C. I OF (; SF-IFFTS I MATERIAL SCHEDULE DOOR SCHEDULE IZ o O u-- NAME SIZE TYPE OR MFG. NAME GRADE COMMENTS MISC. SPEC. ITEMS DOOR HDRW. NOTES DOOR SYMBOL SIZE WIDTH HEIGHT INTERIOR DR. STYLE EXTERIOR DR. O D 36 36" 2 36" 36" 80" 80" 80" 80" • 36" 80" COMMENTS HITCH DETACHABLE I -BEAM M12X10 OUTRIGGER 48 O.C. W CROSS MEMBER/48"O.C. SEE BUILDING SECTIONS BRAKE AXLES 6000# (2) W/ '10 PLY TIRES. TAG AXLES — 6000# h ) W/ 10 PLY TIRES. FLOOR JOIST 2X6 SYP #2 1 ® 16" O.C. STEEL STEEL UPGRADE CLOSURE. TOTAL OF 2 DECKING 5/8" T/G PLYWOOD EXP --1 (2) -LAYERS I TOTAL OF BOTT. BOARD .040 SIMPLEX INSULATION R-11 UNFACED TOTAL OF ( ) ( TOTAL OF ( ) FINISH TILE 1/8"X12"X12" TOTAL OF ( ) W 0FINISH O Ul V I F) n ­'END O U W FINISH I TOTAL OF ( ) --I o� ry 3/81, VCG FXTERIOR a�a /51Ea I Q STUD PLATES INSULATION TRIM STD. BATTEN 4" VINYL BASE C) IZ _1 W Ir-- III FINISH HARDI-PAN EL/Sl ERRA PINK -WRAP OVER AN APPROVED MOISTURE BARRIER STUD 2X4 SYP SPF #2 8'-0"H ® 16" O.C. SEE BUILDING SECTION PLATES 2X4 SYP SPF #2 DOUBLE -TOP -SINGLE -BOTTOM SEE BUILDING SECTION INSULATION R-11 KRAFT TRIM 1X4-HARDI-TRIM WINDOW SCHEDULE SHEATHING SEE BUILDING SECTION SHEATHING 7/16" APA-RATED-SHEATHINGWINDOW WALLS SIDE WALL. SEE BUILDING SECTION ITEMWIDTH DESCRIPTION SYMBOL O _ SIZE HEIGHT COMMENTS TEMPERED GL. — STYLEEMERGENCY — o z CEILING SEE BUILDING SECTIONS FINISH 1 2"-SEASPRAY FIN. CEILING ( 8'-0" A.F.F. TOTAL OF 0 W o I o o Ir MONO BOX TRUSS MCO -2257-T1 24" O.C. SEE BUILDING SECTIONS I 1 r l COVERING 45MILL EPDM SHEATHING 1/2" APA RATED SHEATHING EXP -1 24/16 W/CLIPS SHEATHING 1/2" DENSDECK OVER ROOF SHEATHING W CLIPS INSULATION R-19 KRAFT SEE BUILDING SECTIONS MANSARD 24 FALSE PROJECTION -SAME AS SIDING RIDGE AM 24" 4 LAYERS 3/4"x 24" PLYWOOD STRUCT. 1 PER MODULE SEE BUILDING SECTIONS VENTS 2) #770-D (2) PER MOD. / 1.71 SQ.FT. VENTILATION PER MODULE I�J SITE INSTALLED ITEMS THIS LIST IS A REQUIREMENT OF; THE FLORIDA DCA AND DOES NOT LIMIT ITEMS OF WORK AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION. SUBJECT TO LOCAL JURIS- DICTION AND APPROVAL. 1. COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEMS. 2. PORTABLE FIRE EXTINGUISHER(S). 3. RAMPS, STAIRS, AND GENERAL ACCESS TO BUILDING. 4. ELECTRICAL SERVICE HOOK-UP (INCLUDING FEEDERS) TO THE BUILDING. 5.RESERVED 6. THE MAIN ELECTRICAL PANEL AND FEEDER. 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING LINE(S). & STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES. 9 UAJOHN'S SYSTPM\2002\DEC\C.F.R.H.10014.dwg, Model, 01/06/200304:37:09 PM, jperkins DESIGN DATA FLORIDA 2001 FLORIDA BUILDING CODE 2001 FLORIDA PLUMB. CODE 2001 FLORIDA GAS CODE 2001 FLORIDA MECH. CODE 1999 NATIONAL ELECTRIC CODE NFPA 101 2000 FACBC (LATEST EDITION) -2001 FBC CHAPTER 11 FLORIDA ENERGY (LATEST EDITION) EFFICIENCY CODE CONSTRUCTION TYPE -7-UN-PROTECTED SPK. - OCCUPANCY: STORAGE S-1 - OCCUPANT LOAD IS BASED UPON 1 PERSON PER 300 SQUARE FEET OF FLOOR AREA - FLOOR LL = 125 psf. - ROOF: LL= 20 psf BASE WIND SPEED=130 MPH EXPOSURE B FLORIDA STRUCTURAL LOAD LIMITATIONS I(FBC 1606.1.7) FLOOR LIVE LOAD: 125 PSF i ROOF LIVE LOAD: 20 PSF. ROOF StJW LOAD: NOT APPLICABLE. WIND LOAD: A. 130 MPH WIND SPEED B. Lw = 1.0 WIND IMPORTANCE FACTOR C. B WIND EXPOSURE CATEGORY D. GCpi = 0.18 INTERNAL PRESSURE COEFFICIENT ROOF COMP NENT & CLADDING LOAD (505F) E. Pr —ZONE 1" —28.6 PSF ZONE 2= —38.10 PSF ZONE 3i —45.8 PSF WALL COMPONENT & CLADDING LOAD (WINDOWS / DOORS) F. Pw =ZONE 4'= —33.0 PSF ZONE 56 —40.7 PSF G. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT SEISMIC LOAD: NOT APPLICABL FLOOD LOAD: THIS BUILDING IS NOT DESIGNED TO BE LOCATED IN A FLOOD HAZARDIAREA. HILBORN, WERNER, CARTER HWC 1627 SOUTH TEMYRTLE AVE. C:LEARWATER, FLORIDA 33756 C.O.A. 1025 LISTING AGENCY APPROVAL These prints comply with the Florida Manufactured Building Act of 1979 Construction Code and adhere to the following criteria. V Z CONST. TYPE: OCCUPANCY: STORAGE S-1 ALLOWABLE NO. OF FLOORS 1 WIND VELOCITY 130 FIRE RATING OF 0 EXTERIOR WALLS PLAN NO. NO. ALLOW FLOOR LOAD L L APPROVAL DATE MANUF. SOUTHEAST m O O Kill LLQ W V) M W W I U DRAWN BY: JDP CHECKED BY: w.J.M. DATE: 12 05 02 SCALE: 1/4"=1,a" HWC# 1578-3719 SERIAL# 10014 A/B SHEET: 3 H.W.C. I OF (; SF-IFFTS I 36' SHELVES SERACE SINK N) - - 2 240 2 240 2 240 2 240 4L� -ill 4 DUNMYL oSIHELVESWP/PHOT�CSHELVES 4GF1 4 o 2 2 Tri 240 240: o * C) © ER EACH S0E 35-4' �j:4 ---- --------------- ---- ---- ___ — -- ---- --- ---- --- --- --- ___— --- ^SHELVES— ._ �_�_ �._� --- --- r—'— -- -- ----T---- ----- ---- ----00 7 ----- ---- --- ----- ---- -- ----- SHELVES': 11 4 2 2 240 2 240: 2 240: 2 240 's 4 29': t SHELVES ISI 8"x 16" OVERHEAD FIBERGLASS DUCT /�\ W/ 10"x "10" SUPPLY REGISTERS (TYPICAL) WP/PHOTO CELL A 40 Q4C. A t Pl c�)w 5vo'S" {\Qgvm4- 29' SHELVING DETAILS UAJOHN'S SYSTEM\2002\DEC\C.F.R.H.10014.dwg, Model, 01/15/200312:32:22 PM, jperkins -1/1" VTR Ore ®()Pft 3("X18- WALL R/A GRILL AIR COND. SPEC'S c 3 TON WALL MOUNT 10 KW HEAT STRIP, 1_04--- C.F.M. I,3 (9 .5 IWC ESP. 240V, 1-0, UNIT o PROVIDED WITH FRESH AIR INTAKE I 60 AMP (2P) SE# 6-2 w/gnd ON 134LECTRICAL PANEL 100AMP,120/240V,1-0 ELECTRICAL PANEL SIZING: DESCRIPTION: PANEL K.V.A. GENERAL LIGHTING 16 INCHES x 8_ INCHES (INSIDE) OVERHEAD FIBERGLASS DUCT. UNLESS OTHERWISE SPECIFIED. DUCTS .0035 KW/SF x 840 SF x 1.25 = _3'67--_ „7--- RECEPTS AT 180VA/1000 =--LE-6 -- (1) HVAC = 10.9---- _____ DED RECEPTSI.9KW x1.25 =—_—_ ---- TOTAL J5.8 3 DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. TOTAL/240 x 1000 = __65.95 INTERIOR DOORS SHALL BE UNDERCUT 1.5 INCHES ABOVE FINISHED FLOOR FOR RETURN AIR AND / OR AS NOTED INSTALL—10-- AMP PANEL 120/240 V 1—¢' RESTROOM' VENT FANS SHALL PROVIDE 50 CFM PER WATER CLOSET AND URINAL. ELECTRICAL SCHEDULE "A/B" CIRCUIT NOMENCLATURE BREAKER WIRE W OR 50 CFM FOR EACH WATER CLOSET AND EACH URINAL WHICHEVER IS GREATER. 6. (AMPS) (CU) PLENUMS SHALL BE A MINIMUM OF CLASS A" MATERIALS. 60 (2P) 60 6-2 SE 1,3 HVAC 4 OUTLETS 20A 12-2 NM 2 LIGHTS 20A 12-2 NM h.. COLUMN STRAPPING SCHEDULE \_"/ (2) 2x4 SYP#2 (THIS HALF) © (2) 2x4 SYP#2 (EACH HALF) © (3) 2x4 SYP#2 (THIS HALF) © (3) 2x4 SYP#2 (EACH HALF) OE (4) 2x4 SYP#2 (THIS HALF) O (4) 2x4 SYP#2 (EACH HALF) © (5) 2x4 SYP#2 (THIS HALF) OH (5) 2x4 SYP#2 (EACH HALF) lO (2) 2x6 SYP#2 (THIS HALF) OJ (2) 2x6 SYP#2 (EACH HALF) OK (3) 2x6 SYP#2 (THIS HALF) © (3) 2x6 SYP#2 (EACH HALF) \_M (4) 2x6 SYP#2 (THIS HALF) ON (4) 2x6 SYP#2 (EACH HALF) NOTES: ALL COLUMN STUDS SHALL BE GLUED/NAILED TOGETHER P.V.A. GLUE W 100% COVERAGE SHALL BE USED. INSTALL TWO 2) STEEL STRAPS AT EACH STUD OF EACH COLUMN COLUMN STUDS SHALL NOT BE NOTCHED OR BORED. STEEL STRAPS SHALL BE (2) 26 GA. x 1 1/2" FASTENED WITH (14) 16 GA. x 7/16" CROWN x 1 1/4" STAPLES PER DOUBLE STRAP END OR EQUAL, FROM RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR. " = BEARING STIFFENER MECHANICAL NOTES: L ALL SUPPLY AIR REGISTERS SHALL BE10—INCHES x 10 INCHES ADJUSTABLE W/ 16 INCHES x 8_ INCHES (INSIDE) OVERHEAD FIBERGLASS DUCT. UNLESS OTHERWISE SPECIFIED. DUCTS l� LOCATED IN VENTILATED ATTIC SPACES SHALL HAVE AN R-6 INSULATION VALUE. DUCTS LOCATED IN UNCONDITIONED O INTERIOR SPACES SHALL HAVE AN R-4.2 INSULATION VALUE. I� SEE HVAC PLAN FOR EXACT SUPPLY, RETURN DUCT AND REGISTER SIZE. U� DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. INTERIOR DOORS SHALL BE UNDERCUT 1.5 INCHES ABOVE FINISHED FLOOR FOR RETURN AIR AND / OR AS NOTED ON FLOOR PLAN. [3. RESTROOM' VENT FANS SHALL PROVIDE 50 CFM PER WATER CLOSET AND URINAL. �. 4 o VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN APPROVED VENT CAP 5. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKES PROVIDING 20 cfm FOR EACH OCCUPANT. W OR 50 CFM FOR EACH WATER CLOSET AND EACH URINAL WHICHEVER IS GREATER. 6. ALL NON METALLIC DUCTS SHALL BE CLASS 0 or CLASS 1 DUCT MATERIAL PLENUMS SHALL BE A MINIMUM OF CLASS A" MATERIALS. WA 2'-1" 25' 2'-1" — 9„ SERVICE SINK I' I 1-1/4" L1INLET NOTE, ALL NATER LINES ARE 3/4 Inch UNLESS NOTED W/ ALL STUB UPS 1/2' SUPPLY LINE SIZING IS BASED ON AN ASSUMED AVAILABLE PRESSURE OF 46-60 PSI AT MAIN INLET AND SHOULD BE VERIFIED PRIOR TO INSTALLATION. PROJECT HISTORY W 0 W l� O I� �— U� O O 0 4 o u W LLl C) W 1/-1/2"VTR a a n p'W SERVICE SINK 1-1/2" 1 1 2' 1-1 1/2" c""+ LLI r BY SMM FC L,J ON SITE BY OTHERS ) f O UWV RISER DIAGRAM F--� LL- D CIO0 m I�nLd w N J H W HILBORN, WERNER, CARTER 1627 SOCIASOUTIEIMYRTLE AVE. CLEARWATER, FLORIDA 33756 C.O.A. 1025 LISTING ACCMr`V APPUnVAI These prints comply with the Florida Manufactured Building Act of 1979 Construction Code and adhere to the following criteria. CONST. TYPE:vi OCCUPANCY: STORAGE S-1 ALLOWABLE NO. OF FLOORS 1 WIND VELOCITY 130 FIRE RATING OF 0 EXTERIOR WALLS 1578-3719 PLAN NO. ALLOW FLOOR LOAD 1 S L L APPROVAL DATE MANUF. SOUTHEAST H.W.C. Q Z I -v -I -I W W t—t 2 0 EA LL. DRAWN BY: JDP CF-IECKED BY: w.J.M. DATE: 12 05 Z 02 SCALE: 1/4"=1'0" HWC# 1578--3719 SERIAL# 10014 A/B SHEET: I OF 6 SHEETS EXT. WALL SEE MAT. SCHED. J ` SITE INSTALL 3/8" LAG SCREWS — END WALLEXT. WALL SEE 1, TRUSSES WHICH D❑ NOT FALL DIRECTLY STAGGERED FROM SIDE TO SIDE AT 2x4 SYP #2BOTTOM PLATE. o 1 11 SIDING MAT. SCHEDULE. OVER WALL STUDS SHALL BE ANCHORED 16" O.C. MAXIMUM. LAG SCREWS MUST SEE MAT. SCHED. i w PENETRATE 1.75" MINIMUM INTO ADJACENT PLYWOOD SHEATHING. ( TO TOP PLATE AND TOP PLATE SHALL BE MODULE 2x RAIL, RIDGE BEAM OR TRUSS. see MAT. scrleD. STRAPPED TO NEAREST ADJACENT STUD. ROOF COVERING SEE MAT. SCHEDULE. FASTEN RIM JOIST TO FLOOR INSULATION 2. LISTED TRUSS AT 24" O.C. MINIMUM 2X4 JOIST W/ (3) 16d NAILS SEE MAT. SCHED. TRUSS #MCO -2257-T1 SIDEWALL FLOOR JOIST TRIM SEE STAGGER JOINTS 48" O.C. _ SEE MAT. SCHED. MAT. SCHED. 3. 4, 2.6 SQ. FT. NET FREE AREA OF ATTIC FASTEN RIDGE BEAM TO EACH TRUS EXT. TRIM VENT TO BE PROVIDED BY ROOF VENTS. _ SEE MAT. SCHED. 4.0 S.F. SUPPLIED, INSTALL (2) #770 APA RATED SHEATHING TO BE FASfENED WITH TTHH NOP PENETRATIESS THAN ON TRUSES SJK NG15 GA. L PO TRUSS SEE INT. WALL SEE ROOF VENTS PER MODULE OR EQUIVALENT FASTENING. MAT. SCHED. MAT. SCHEDULE. 8d NAILS AT 6" O.C. EDGES AND 12" O.C. IN FIELD. 6-15GA. FOR 16" O.C. TRUSSES""--RIDGE(SEE MATERIAL SCHEDULE) FULL 4'x8' 8-150A. FOR 24" O.C. TRUSSES BEAM aAPA SHEATHING SEE MAT. SCHED. SHALL BEDINSTALLED FROM END / SIDEWALLS INTO CENTER OF MODULAR BEAM I 2 ROOF- DETAIL PERIMETER DETAIL. 4 CORNER PLAN DETAIL 5 NOTES 60 SHEATHING I LISTED TRUSS AT 24" O.C. 2"X4" RAILS BOTH HALVES MITEK TRUSS MCO -2257-T1 TOP & BOTTOM IF/WHEN ROOF COVERING OVER APA RATED SHEATHING 2.55 SQ. FT. NET FREE AREA OF ATTIC NEEDED 0 RIDGE BEAM. SEE MAT. SCHEDULE. VENT TO BE PROVIDED BY ROOF VENTS. (EA. MODULE) 4.0 S.F. SUPPLIED, INSTALL (2) #770 ROOF VENTS PER MODULE 12 2x4 5YP#2 RIM MEMBERS SEE ELECTRIC/HVAC PLAN FOR -I1/4"MIN. (TOP &BOTTOM) CLG. DUCT LOCATIONS. 26GA. X 1 1/2" STL. STRAP FROM ( q EXTERIOR WALL STUDS SEE MAT. SCHED. TRUSS TO WALL STUD 7: W/ 7- 16 GA. x 7/16" CROWN x 1 1/4" STAPLES EXTERIOR WALL FINISH SEE MAT. SCHED. PER STRAP END. (TYP. SIDEWALLS & ENDWALLS) TOP PLATE SEE MAT. SCHED. CRIPPLE STUDS AT 16" O.C. 2"X HEADER PER APPROVED STRUCTURAL PACKAGE TYP. WINDOW, SEE FLOOR PLAN FOR SPECIFICATIONS SILL PLATE BOTTOM PLATE SEE MAT. SCHEDULE. 26 GA. X 1 1/2" STL. STRAP FROM WALL STUD TO FLOOR JOIST WITH 7- 16 GA. 7/16" CROWN x 1 1/4" STAPLES PER STRAP END. (TYP. SIDEWALLS & ENDWALLS) 2-3/8" X 3 1/2" LAG SCREWS THROUGH FLANGE INTO JOIST AT EACH _- OUTRIGGER, (TYPICAL) CR OSS SECTION CEILING INTERIOR FINISH SEE MAT SCHED. MODULE PLYWOOD BEARING STRIP UNDER TRUSS & MATE LINE I COLUMNS (TYPICAL) 48" TYP. N.T.S. RIDGE BEAM 4 LAYERS 3/4" x ; 4Z" PLYWOOD RATED SHEATHING, EXPOSURE 1, STRUCT 1 5PLY, 5 LAYER, 48\24 EACH SIDE OF EACH MARRIAGE LINE CONTINUOUS ENTIRE LENGTH OF BUILDING. NOTES: 1. PLYWOOD FACE GRAIN MUST BE PARALLEL TO THE RIDGE BEAM SPAN. 2. ALL PLYWOOD BUTT JOINTS MUST BE STAGGERED 24" MININUM. 3, ALL RIDGE BEAM PLYWOOD LAMINATIONS MUST BE SAME DEPTH, THICKNESS, AND GRADE OF PLYWOOD. NO LUMBER OR PLYWOOD FLANGES ARE PERMITTED. 4. PLYWOOD MUST BE MANUFACTURED IN ACCORDANCE WITH P.S,I. 83. 5. PLYWOOD LAMINATIONS IN EACH HALF OF UNITS MUST BE GLUE NAILED TO ADJACENT LAYERS IN ACCORDANCE WITH P.D.S. SUPPLEMENT #5. WITH AN ADHESIVE COMPLYING WITH A.S.T.M. D3024, D2559, OR CA25-4. 6. PLYWOOD MUST NOT BE TREATED WITH FIRE RETARDANT PROCESS, 7. MOISTURE CONTENT MUST BE LESS THAN 16 %. 8. BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINOUS OVER COLUMNS TO EXTERIOR FACE OF ENDWALL. 9. INSTALL (2x40 INCH SPF#3 RIDGE BEAM BEARING STIFFENER OVER SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE OF THE STIFFENER TO THE RIDGE BEAM WITH 100% GLUE COVERAGE AND (6) 16 GAUGE x 2 1\2 INCH STAPLES. UAJOH NIS SYSIVE \2002\0E(3\13. V. N. H.10014.dwg, Model, 01/0612 03 04 X4,6% PM, 1perkins Kal 75 1/2" T&.GJOINT RIDGE BEAM 24" HIGH INSULATION SEE MAT. SCHED. 26 GA. X 1 1/2"STEEL STRAP FROM RIDGE BEAM TO WALL STUD, WALL STUD TO FLOOR RIM JOIST WITH 7— 16 GA. x 7/16" CROWN x 1 1/4" STAPLES PER STRAP END (TYPICAL MARRIAGE WALLS) WALL INTERIOR FINISH SEE MAT SCHED. PLY'NOOD STURD—I—FLOOR SEE MAT SCHED, FLOOR JOIST --' 'SITE INSTALL 3�8" LAG SCREWS — SEE MAT. SCHED. STAGGERED FROM SIDE TO SIDE AT 48" O.C. MAXIMUM. LAG SCREWS MUST PENETRATE 1.75" MINIMUM INTO ADJACENT MODULE RIM JOIST. STEEL NOTES: 1. UNLESS OTHERWISE SPJCIFIED, ALL STEEL MUST COMPLY WITH ASTM A36, YIELD STRENGTH — 36 KSI 2. ALL LAG SCREWS MUS COMPLY WITH ANSI/ASME FULL LENGTH FILLET WELDS STD 618.2.1. Fyb =60 KSI ONE SIDE OF ALL FLANGES AND WEBS AT ALL OUTRIGGERS AND CROSSMEMBERS. t3 GA. OUTRIGGERS �I 1 1\4" 0 48" O.C. 1 1\4 T �I 11I 9,. 3. _3" it 3 GA. "-1 1\4" ROSSMEMBERS 0 48" O.C. (TO BE LOCATED OPPOSITE OUTRIGGERS AS SHOWN) INSULATION SEE MAT. SCHED. - SIDEWALL: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL CONSIST OF A 4 FOOT MINIMUM WIDTH SHEET EXTENDING CONTINUOUSLY FROM TOP TO BOTTOM PLATE WITH ALL SHEATHING EDGES EXTENDING 3/4" MINIMUM OVER 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING MATERIAL: 7/16" APA RATED SHEATHING, FASTENED WITH 8d NAILS (9 6" O.C. AT EDGES & 12" O,C, FIELD. END WALLS: BRACING INSTALLATION: INSULATION SEE STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF RAFTER TOP CHORD TO 3/4" MINIMUM MAT. SCHED. S BELOW TOP OF RIM JOIST WITH ALL SHEATHING EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING. BRACING MATERIAL: 7/16" APA RATED SHEATHING, FASTENED WITH 8d NAILS C9 6" O.C. AT EDGES & 12" O.C. FIELD. grade H LBORN, WERNER, CARTER & ASSOCIATES HWC1627 SO TH MYRTLE AVE. CLEARI'9ATER, FLORIDA 33756 C.O.A. 10z5 LISTING AGENCY APPROVAL These prints comply with the Florida Manufactured Building Act of 1979 Construction Code and adhere to the following criteria. CONST. TYPE: VI OCCUPANCY: STORAGE S-1 ALLowASLE No. OF FLOORS I WIND VELOCITY 130 FIRE RATING OF 0 EXTERIOR WALLS 1578-3719F PLAN NO. ALLOW FLOOR LOAD 125LL APPROVAL DATE —A" -& MANUF. SOUTHEAST H.W.C. PROJECT HISTORY � �� 0 g W� D <fy- Fo Cl 4, Z M O Ln LLJ Cf) N —1 171 DRAWN BY: JDP CHECKED BY: w.J.M. DATE:12 05 02 SCALE: 1/4"=1'0" HWC 1578-3719 SERIAL# 10014 A/B SHEET: 6 OF 6 SHEETS JAA�