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301 N Park Ave - 96-000244 (SEMINOLE COUNTY COURTHOUSE) (TEMP TRAILER) (A)ZONE DATE. - CONTRACTOR L-" �y n4l �- &ates (/��r--����J/ C'- ADDRESS� PHONE # (J(J(.�` LOCATION �, OWNER- l ADDRESS 11 / PHONE # i,F- ��' L/ -3 n PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO, SOIL TEST REQUIREMENTS (��) SUBDIVISION: PERMIT # LOT NO. JOB FINISHED FLOOR BLOCK: COST $ �i . SECTION: FEE $ - �.� SQUARE FEET: MODEL: STATE NO.J 7 y1 OCCUPANCY CLASS: DATE: FEE $ FEE $ III FEE $ FEE $ ENERGY SECT BY EPI: > As':1 7 c• rr;::a".1.r'a;,`�wmaryL.>sex.�S.W-;fa.�„�.0 rz.r_µe..r..�s`zc�_'i (�_' � • - . _.. _ �::1 I— FINISHED FLOOR ELEVATION REQUIREMENTS (_) CERTIFICATE OF OCCUPANCY ISSUED # DATE: ARCHITECITURALAPPROVAL DATE: FINAL DATE ,. ...., ...� _,. �,.. .l .a...,`z :.. .. lK ,."..-. ... .. �. ,.._, .,. ,.; k,.+: ...4. ..:.: c. ,. ....: w. �. •-_,...x -..Y pr „d r5. C .✓ { ,{r. .vY .!:Y..: ,rlY`•�'. it. t.•.y... .. :r. ,v -.: :. L .. .. f .. kx 4't. J;;. ,�.¢. ..k ✓ ) BY EPI: > As':1 7 c• rr;::a".1.r'a;,`�wmaryL.>sex.�S.W-;fa.�„�.0 rz.r_µe..r..�s`zc�_'i (�_' � • - . _.. _ �::1 I— V , ACCESSIBILITY NOTES: ADA/ANSI A117.1/1994 FACBC MECHANICAL. NOTES: 1994 S.M.C. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP -RESISTANT. CHANGES IN SITE --INSTALLED ITEMS: LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE CARPET PILE THICKNESS SHALL BE 0.5 INCH MAXIMUM. GRATINGS IN FLOOR SHALL HAVE 1. ALL SUPPLY AIR REGISTERS SHALL BE 12 INCHES BY 12 INCHES ADJUSTABLE SPACES NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED 1994 NFPA• 101 GENERAL NOTES: FLORIDA 1994 S THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL WITH 8 INCHES BY 16 INCHES (INSIDE) x 5/8 INCH OVERHEAD FIBERGLASS . ELECTRICAL NATES: 1993 NEC FOR ACOMPLETE INSTALLATION, ALL SITE RELATED ITEMS ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS DUCT, UNLESS OTHERWISE SPECIFIED. DUCTS LOCATED IN VENTILATED ATTIC ACCESSIBLE WATER CLOSETS SHALL BE 19 INCHES FROM THE FLOOR TO ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LONG MINIMUM WHEN ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE SPACES SHALL HAVE A R-6 INSULATION VALUE, DUCTS LOCATED IN }ERS 1. HANDICAP ACCESS TO BUILDING IS DESIGNED AND FIELD BUILT BY OTHERS AND UNCONDITIONED INTERIOR SPACES SHALL HAVE A R-4.2 INSULATION VALUE. 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE 2. ACCESSIBLE° DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN SUBJECTLOCAL JURISDICTION. 2. RAMPS STAIRS AND GENERAL ACCESS TO THE BUILDING. APPROPRIATE ARTICLES OF THE NATIONAL ELECTRIC CODE (N.E.C.). 36 INCHES ABOVE THE FLOOR AND EDGE OF THE BASIN NO HIGHER THAN 34 INCHES 2. ALL DOORSS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A , PORTABLE, FIRE EXTINGUISHER(S). 2• ' WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS, THEY SHALL BE SURFACE ARE NOT THE RESPONSIBILITY OF .COASTAL MODULAR BUILDINGS. 4. KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS 13. PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING. MOUNTED OR RECESSED. INCANDESCENT FIXTURES SHALL HAVE COMPLETELY INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BUILDING DRAINS, CLEANOUTS, AND CONNECTION TO THE OR SURFACE BOLTS SHALL NOT BE USED. WHERE STORAGE .FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWERS APPROVED VENT CAP. ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE PLUMBING SYSTEM. 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 4. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE 5. A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE WHERE MIRRORS ARE PROVIDED IN RESTROOMS, AT LEAST ONE SHALL BE PROVIDED SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC. TO SUCH SPACES SHALL BE GLAZING DOORS S BESAFETY, 60 INCHES ABOVE THE FLOOR, AND ALL LAZIN IN DOR HALL 16. THE BUILDING. A MINIMUM CLEARANCE OF 6 INCHES FROM "STORAGE AREA" AS DEFINED BY ACCESSIBLE (ie. TOUCH LATCHES, U -SHAPED PULLS); SPACES SHALL BE WITHIN 15 WATER CLOSET OR URINAL, WHICHEVER IS GREATER: TEMPERED OR ACRYLIC PLASTIC SHEET. THE MAINELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS ' '1;5 ?INCHES OF CLEAR SPACE BETWEEN THE, BAR - AND THE WALL. N.E.C. 410-8(9). ' 4. FLOOR DESIGN LIVE LOAD. - 100 PSF CORRIDORS, 50 PSF ELSEWHERE PLUMBING NOTES: 1994 S.P.C. 3. WHEN WATER HEATERS ARE INSTALLED THEY SHALL BE PROVIDED WITH READILY 5. MAXIMUM WIND SPEED - 110 MPH RODS SHALL BE A MAXIMUM OF 54 INCHES ABOVE THE FLOOR 48 INCHES MAXIMUM SQUARE FOOT OF FLOOR AREA. IN OTHER RESTROOMS, FANS SHALL PROVIDE ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATER(S) SERVED. THE STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN 6, SEISMIC PERFORMANCE CATEGORY - A A MINIMUM OF 2 CFM PER SQUARE FOOT OF RESTROOM FLOOR AREA. 4, BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE 4. 7. OCCUPANCY IS BUSINESS 9 . REQUIRED PLUMBING FACILITIES NOT PROVIDED IN THE MODULAR AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 INCHES 8. OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 FEET OF BUSINESS AREA. SQUARE Q BUILDING ARE TO BE LOCATED IN ADJACENT BUILDING(S). SEE Yo Z) IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED - DWV SYSTEM SHALL BE EITHER ABS OR PVC-DWV. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE -INSTALLED BY OTHERS, ATTATCHED LETTER. SUBJECT TO LOCAL JURISDICTION APPROVAL. NO LESS THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO IN THE OPEN POSITION. 10, DRAINAGE PIPING BELOW FLOOR JOIST LEVEL NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE 4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS FIRE ALARM SYSTEM (IF APPLICABLE) ' 9. ALL STEEL STRAPS REFERENCED, ON FLOOR PLAN SHALL BE 1.5 INCH x 30 GA. WITH WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE DIAMETER FOR GALVANIZED AA' CQ.%"L'�a' ], ADJACENT TO THE EQUIPMENT SERVED, A UNIT SWITCH WITH A MARKED "OFF" OCCUPANTS. S7)- 16 GA. x 7/16 INCH CROWN x 1 INCH PENETRATION STAPLES EACH END OF STRAP SHOWERS (WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A �dtl1 vAr 13. POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL I' FOUNDATION : l FROM RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR. SPRINKLER SYSTEM (IF APPLICABLE) UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING 10. PORTABLE FIRE EXTINGUISHER(S) PER N.F.P.A.-10 INSTALLED BY OTHERS ON INCLUDING RESTROOMS, AND, PLACED 80 INCHES ABOVE THE FLOOR OR 6 INCHES MEANS •WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A SITE, AND SUBJECT TO LOCAL JURISDICTION. BELOW CEILING, WHICHEVER IS LOWER. IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT READILY ACCESSIBLE CIRCUIT BREAKER. 11, MINIMUM CORRIDOR WIDTH IS 44 INCHES. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING 12. MINIMUM CORRIDOR FINISH IS CLASS "B" (GYPSUM). OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE • WITH SECTION 110-9 OF THE N.E.C. 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 WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS, " 8. RECESSED PORTIONS OF LIGHTING FIXTURE ENCLOSURES, OTHER THAN AT THE POINTS OF SUPPORT, SHALL BE SPACED AT LEAST 1/2" FROM COMBUSTIBLE MATERIALS. 9. THERMAL INSULATION SHALL NOT BE INSTALLED WITHIN 3 INCHES OF THE RECESSED FIXTURE ENCLOSURE, WIRING COMPARTMENT, OR BALLAST, AND SHALL NOT BE INSTALLED ABOVE THE FIXTURE SO AS TO ENTRAP HEAT AND PREVENT THE FREE I CIRCULATION OF AIR. OF COMMUNITY AFFAIRS, THESE BUILDING PLANS DO NOT CONTAIN FOUNDATION SUPPORT AND TIE DOWN SYSTEM DETAILS AND SPECIFICATIONS THE ARCHITECT / ENGINEER OF BUILDING PLANS SHOULD BE CONTACTED TO . OBTAIN APPROPRIATE FOUNDATION PLANS. IF FOUNDATION PLANS ARE DESIGNED BY OTHERS, THE ARCHITECT / ENGINEER OF BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND THE CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURE'S STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. OPERATED, PUSH -TYPE, U -SHAPED) MOUNTED N0 HIGHER THAN 48 INCHES A VE ACCESSIBILITY NOTES: ADA/ANSI A117.1/1994 FACBC MECHANICAL. NOTES: 1994 S.M.C. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP -RESISTANT. CHANGES IN SITE --INSTALLED ITEMS: LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED WITH A SLOPE NO NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE CARPET PILE THICKNESS SHALL BE 0.5 INCH MAXIMUM. GRATINGS IN FLOOR SHALL HAVE 1. ALL SUPPLY AIR REGISTERS SHALL BE 12 INCHES BY 12 INCHES ADJUSTABLE SPACES NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL WITH 8 INCHES BY 16 INCHES (INSIDE) x 5/8 INCH OVERHEAD FIBERGLASS _ FOR ACOMPLETE INSTALLATION, ALL SITE RELATED ITEMS ACCESSIBLE RESTROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS DUCT, UNLESS OTHERWISE SPECIFIED. DUCTS LOCATED IN VENTILATED ATTIC ACCESSIBLE WATER CLOSETS SHALL BE 19 INCHES FROM THE FLOOR TO ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LONG MINIMUM WHEN ALL ENTRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE SPACES SHALL HAVE A R-6 INSULATION VALUE, DUCTS LOCATED IN SIDE OF. WATER CLOSET, AND SHALL BE MOUNTED AT 33 INCHES FROM THE FLOOR TO THE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE, UNCONDITIONED INTERIOR SPACES SHALL HAVE A R-4.2 INSULATION VALUE. 1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM, 2. ACCESSIBLE° DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN 2. INTERIOR DOORS SHALL BE UNDERCUT 1.5 INCHES. ABOVE FINISHED FLOOR 2. RAMPS STAIRS AND GENERAL ACCESS TO THE BUILDING. 36 INCHES ABOVE THE FLOOR AND EDGE OF THE BASIN NO HIGHER THAN 34 INCHES FOR AIR .RETURN. ANY ON-SITE ADJUSTMENTS OF DOORS AFTER SET-UP 3. , PORTABLE, FIRE EXTINGUISHER(S). I..ACCESSIBLE ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, ABOVE THE FLOOR FOR INDIVIDUALS IN WHEELCHAIRS. ADDITIONALLY, DRINKING WATER ARE NOT THE RESPONSIBILITY OF .COASTAL MODULAR BUILDINGS. 4. DRINKING WATER APPARATUS (WHEN NOT SHOWN ON PLAN), 13. PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING. 3, VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BUILDING DRAINS, CLEANOUTS, AND CONNECTION TO THE 3. WHERE STORAGE .FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS AND DRAWERS APPROVED VENT CAP. PLUMBING SYSTEM. ARE PROVIDED, AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE 4. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH AIR INTAKE 5. ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO WHERE MIRRORS ARE PROVIDED IN RESTROOMS, AT LEAST ONE SHALL BE PROVIDED SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC. TO SUCH SPACES SHALL BE PROVIDING 20 CFM FOR EACH OCCUPANT, OR 50 CFM FOR EACH 16. THE BUILDING. ACCESSIBLE (ie. TOUCH LATCHES, U -SHAPED PULLS); SPACES SHALL BE WITHIN 15 WATER CLOSET OR URINAL, WHICHEVER IS GREATER: 6. THE MAINELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS ' '1;5 ?INCHES OF CLEAR SPACE BETWEEN THE, BAR - AND THE WALL. INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 9 5. IN PRIVATE RESTROOMS CONTAINING NOT MORE THAN 1 TOILET AND 1 - 7. .ONLY). CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE PLUMBING NOTES: 1994 S.P.C. INCHES MINIMUM AND 54 INCHES MAXIMUM, OF THE, FLOOR FOR SIDE REACH; CLOTHES LAVATORY, RESTROOM VENT FANS SHALL. PROVIDE A MINIMUM OF 1 CFM PER MATING LINE(S) (MULTI -UNITS ONLY). 2. RODS SHALL BE A MAXIMUM OF 54 INCHES ABOVE THE FLOOR 48 INCHES MAXIMUM SQUARE FOOT OF FLOOR AREA. IN OTHER RESTROOMS, FANS SHALL PROVIDE 8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN EXTERIOR, T&P RELIEF VALVE WITH A SEPARATE DRAIN TO EXTERIOR, AND A SHUT-OFF WHEN. DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES A MINIMUM OF 2 CFM PER SQUARE FOOT OF RESTROOM FLOOR AREA. 4, MODULES (MULTI -UNITS ONLY). 4. CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE NO 6. IN ANY BATHROOM THAT DOES NOT CONTAIN BATHTUBS AND/OR SHOWERS, / 9 . REQUIRED PLUMBING FACILITIES NOT PROVIDED IN THE MODULAR TO THE PRODUCT MANUFACTURER'S CONDITIONS AND LIMITATIONS INCLUDING HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 INCHES MECHANICAL EXHAUST MAY BE OMITTED MEN NATURAL VENTILATION OR . BUILDING ARE TO BE LOCATED IN ADJACENT BUILDING(S). SEE Yo Z) ABOVE THE FLOOR FOR SIDE APPROACH. RECEPTACLES ON WALLS SHALL BE MOUNTED AN APPROVED RECIRCULATING AIR TREATMENT SYSTEM IS PROVIDED, DWV SYSTEM SHALL BE EITHER ABS OR PVC-DWV. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE -INSTALLED BY OTHERS, ATTATCHED LETTER. SUBJECT TO LOCAL JURISDICTION APPROVAL. NO LESS THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO TOILETS SHALL BE ELONGATED TYPE WITH NON-ABSORBENT OPEN FRONT SEATS. 10, DRAINAGE PIPING BELOW FLOOR JOIST LEVEL NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE - 11. FIRE ALARM SYSTEM (IF APPLICABLE) ' OF FIXTURE. ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE DIAMETER FOR GALVANIZED AA' CQ.%"L'�a' ], FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON OCCUPANTS. j6X 12. SHOWERS (WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A �dtl1 vAr 13. 5. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH FOUNDATION : 12. SPRINKLER SYSTEM (IF APPLICABLE) 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. IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT 6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (Ie. LEVER - BO OF COMMUNITY AFFAIRS, THESE BUILDING PLANS DO NOT CONTAIN FOUNDATION SUPPORT AND TIE DOWN SYSTEM DETAILS AND SPECIFICATIONS THE ARCHITECT / ENGINEER OF BUILDING PLANS SHOULD BE CONTACTED TO . OBTAIN APPROPRIATE FOUNDATION PLANS. IF FOUNDATION PLANS ARE DESIGNED BY OTHERS, THE ARCHITECT / ENGINEER OF BUILDING PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR THE FOUNDATION DESIGN AND THE CONSEQUENTIAL PERFORMANCE OF THE SUPERSTRUCTURE'S STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. LIS,4 PRNTCY THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA: GQNST, TYPE m 99MAKY B ALLOWABLE # OF FLOORS 1 WIND VELOCITY 110 FIRE RATING OF EXTERIOR WALLS O PLAN NO. 1916-1917 ALLOWABLE FLOOR LOAD 50 APPRQY6L DATL 1_07r -5p3 HILBORN, WERNER, CARTER & ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWAER, FLORIDA 34616 rrsrdr®� SPACE MASTER DATE SCALE QUOTE # SER. NO. 10 12 95 NONE - 26 7 V 9920-21 -CO VER PAGE .NOTES SIZE CODE TYPE USE DRAWN BYhRE/ APPROVAL # PAGE 24X60 SBCC V I B 209 2 1916- 1917 1 OF 3 OPERATED, PUSH -TYPE, U -SHAPED) MOUNTED N0 HIGHER THAN 48 INCHES A VE THE FLOOR. - 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 MAXIMUM. 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 OPENABLE BY A SINGLE EFFORT. THE MAXIMUM FORCE _ REQUIRED TO OPEN A DOOR SHALL NOT EXCEED 8,5 LBS. FOR EXTERIOR SWINGING DOORS AND 5 LBS. FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING DOORS. 9. ACCESSIBLE WATER CLOSETS SHALL BE 19 INCHES FROM THE FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LONG MINIMUM WHEN LOCATED BEHIND WATER CLOSET AND 42 INCHES LONG MINIMUM WHEN LOCATED ALONG SIDE OF. WATER CLOSET, AND SHALL BE MOUNTED AT 33 INCHES FROM THE FLOOR TO THE TOP OF THE RAIL WITH 0.5 INCH MAXIMUM VARIATION. 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 APRON. 12. SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES - I..ACCESSIBLE ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 19 INCHES DEEP UNDERNEATH SINK, THE SINK DEPTH SHALL BE 6.5 INCHES MAXIMUM. 13. HOT WATER AND DRAIN PIPES UNDER 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. LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS OPERABLE WITH _ACCESSIBLE ONE HAND AND REQUIRING LESS THAN 5 LBS. OF FORCE TO ACTIVATE (le. LEVER - OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED). SEPARATE LAVATORIES FOR PHYSICALLY HANDICAPPED PERSONS SHALL NOT BE EQUIPPED WITH SELF-CLOSING VALVES. 15. WHERE MIRRORS ARE PROVIDED IN RESTROOMS, AT LEAST ONE 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 1.5 INCHES IN DIAMETER WITH - '1;5 ?INCHES OF CLEAR SPACE BETWEEN THE, BAR - AND THE WALL. 18. ' TOILET STALL DOORS SHALL BE THE SELF-CLOSING TYPE. 19. 'A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES. PLUMBING NOTES: 1994 S.P.C. 1, CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES WHEN NOT SHOWN ON FLOOR PLAN. 2. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES. 3. STORAGE -TYPE WATER HEATERS SHALL HAVE A SAFETY PAN WITH A 1 -INCH DRAIN TO EXTERIOR, T&P RELIEF VALVE WITH A SEPARATE DRAIN TO EXTERIOR, AND A SHUT-OFF VALVE WITHIN 3 FEET ON COLD WATER SUPPLY UNE. 4, WATER SUPPLY LINES SHALL. BE POLYBUTYLENE, CPVC, OR COPPER; WHEN POLYBUTYLENE SUPPLY LINES ARE INSTALLED, THE MAXIMUM WATER HEATER TEMPERATURE IS 180 DEGREES F. THE POLYBUTYLENE PIPE INSTALLER SHAH_ VERIFY THAT ITS USE WILL BE RESTRICTED TO THE PRODUCT MANUFACTURER'S CONDITIONS AND LIMITATIONS INCLUDING UTILITY 00[`!NEC;1 ION FEE CHLORINE CONCENTRATION LEVELS. 5. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE TYPE UNLESS Yo Z) OTHERWISE SPECIFIED. 6, /�,e �cl '�r l ���p�r� 7. DWV SYSTEM SHALL BE EITHER ABS OR PVC-DWV. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE -INSTALLED BY OTHERS, /` SUBJECT TO LOCAL JURISDICTION APPROVAL. 8. TOILETS SHALL BE ELONGATED TYPE WITH NON-ABSORBENT OPEN FRONT SEATS. 9. RESTROOM WALLS SHALL BE COVERED WITH NON-ABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 48" A.F.F. APP110VED 10. HOT WATER SUPPLY TO A FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED ON LEFT SIDE ) INGINE'r',RING PLANS OF FIXTURE. 11. WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE DIAMETER FOR GALVANIZED AA' CQ.%"L'�a' ], FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON CORROSIVE PIPE OR TUBE, j6X 12. SHOWERS (WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A �dtl1 vAr 13. MAXIMUM WATER ,OUTLET TEMPERATURE OF 120' F. LAVATORIES OF PUBLIC RESTROOMS SHALL BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT S `1s'�' _`o��,j 1 1 • VALVES THE O(NON-HW OF ANDIC PPEDOAPPM CAITIONSMUM OONOY). GPMAXIIMUM WATER TEMPERATURE ISED WITH LO GING I LIS,4 PRNTCY THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA: GQNST, TYPE m 99MAKY B ALLOWABLE # OF FLOORS 1 WIND VELOCITY 110 FIRE RATING OF EXTERIOR WALLS O PLAN NO. 1916-1917 ALLOWABLE FLOOR LOAD 50 APPRQY6L DATL 1_07r -5p3 HILBORN, WERNER, CARTER & ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWAER, FLORIDA 34616 rrsrdr®� SPACE MASTER DATE SCALE QUOTE # SER. NO. 10 12 95 NONE - 26 7 V 9920-21 -CO VER PAGE .NOTES SIZE CODE TYPE USE DRAWN BYhRE/ APPROVAL # PAGE 24X60 SBCC V I B 209 2 1916- 1917 1 OF 3 k l WYE STRAPS INDICATES NO. OF STEEL STRAPS INSTALLED AT SUPPORT COLUMN LOCATIONS (EA. HALF) STUDS INDICATES NO. OF STUDS INSTALLED AT SUPPORT COLUMN LOCATIONS (EA.HALF) ISOLATED COLUMNS ARE MANUFACTURED OF 2X4 SPF #2 LUMBER COLUMNS AT ENDS OF MATE LINE WALLS ARE 2X4 SPF #2 LUMBER ALL COLUMN STUDS SHALL BE GLUE/NAILED TOGETHER. PVA CLUE WITH 100% COVERAGE SHALL BE USED, COLUMN STUDS SHALL NOT BE NOTCHED OR BORED, ALL STEEL STRAPS AT SUPPORT COLUMN LOCATIONS SHALL BE 1-1/2"X 300A, WITH 14 16GA. X 7/16" CROWN X 1-1/8" STAPLES EACH DOUBLE STRAP END, OR EQUAL, FROM RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR UNLESS OTHERWISE NOTED. 60'-0" -flF-11 Jillh ZL-i � � rl IE7-�_ U� fli - Ll W. 1/2 - LAV /2LAV 1/2" L Zil EV-,-.` L I mmouriAlAmmi IYGAI�l40NRfd�8G3i�AeW'YiEAbtiAll�li✓5•.�--.'"�.••••• •yy' 1/4" PANEL 'A' 3 'TON HVAC'''INSTALLED' PER MFG'R. SPEC. W/10 KW HEFT STRIP '1005 CFM 0 .5 I'l ESP !MTH FRESH AIR INTAKE 240V 1 '� (TYPICAL) CKT # 1 A & 2A - 28" X 14" R/A GRILLE THRU WALL R/A PLENUM WALLS LINED _,WITH 3/8 GYPSUM �2 001A PANEL 'B' �U N I- X, w7 CKT" # 10 & 20 o X28" :X 14" R/A GRILLE 1"HRU WALL ¢ cv ' t DUPLEX RECEPT 0 42" AFF t RECEPT 220 VOLT — 'FLOOR RECEPTACLE SWITCH t3 3 WAY SWITCH .I j ^ V PHONE JACK 0 16" AFF F�!llilgpiW1 IR6anr{�.ma mxux�ra,. nXrraaanra. SYMBOLS: pets �° i7 95plan Appry ed BY KELNETH A, GODFREY zj ka Wlp� duitr 8uitding Plans EXamiher Florida Certificate No. QM y� i IN y ( 0ASTAL 6101 45TH STREET ST. PETERSBURG, HILBORN, WE - - & ASSOCIATE . ✓ t . t1 1 1627 SOUTH MYRTLE CLEARWATER, FLORIDA -,R��m,:�w mn�atun�u�mtwaaua�•rn SPACE MASTER DATE SCALE ()DOTE # SER 9 11 /95 1 /4"=1'-0" a 2657 A FLOOR PLAN ALL RIGHTS RESERVED THIS DRAWING IS THE PROPERTY OF COASTAL MODULAR BUILDINGS AND SHALL NOT BE REPRODUCED, �,�w°�°>.I.�.°�°�^°"�^^ K COPIED OR USED AS THE BASIS FOR THE MANUFACTURE SIZE CODE TYPE U ,< OR SALE OF PRODUCTS WITHOUT PERMISSION. 24X60 SBCC V,:I +a � 45�5L�XiiHl1613GHN791 3k14t^SLVGI�Ii WY ' .hlill' 'Yli '�"Y3Fiw�!?7'il.�Yl.-"-.=i„",^"'13fliii'aearnw,radnHraawic"LPklmw�pl�iHfl�LLr'Atl DUPLEX RECEPT 0 16" AFF 1I-ODULAR AVENUE t DUPLEX RECEPT 0 42" AFF t RECEPT 220 VOLT — 'FLOOR RECEPTACLE SWITCH t3 3 WAY SWITCH `� PHONE JACK 0 42" AFF V PHONE JACK 0 16" AFF FLOOR PHONE JACK O THERMOSTAT INCANDESCENT LIGHT 60W. MAX. /ATER PROOF PORCH LIGHT 60W. MAX. W'P' W/PHOTO CELL c FLUORESCENT FIXTURE 87.6 W. MAX. �J RECESSED" FLUORESCENT 87,6 W. MAX, JUNCTION BOX JUNCTION' BOX 100 CFM EXHAUST FAN ILUMINATED EXIT SIGN EMERGENCY LIGHT — J BOX FOR MANUAL PULL STATION & BELL ❑J P J 130X FOR MANUAL PULL STATION---�r 12"x12" SUPPLY AIR REGISTER f Z 12"x12" RETURN AIR GRILLE 1 HOUR FIRE' RATED WALL �, OVER THE WALL .RETURN AIR JUMP 8x16 FIBERGLASS DUCT & 12x12 GRILLES d PANEL "A" OaYiIWMMtlS-4agnwewm;uuaau acm��c aRnam�Wg11[tiAiBMFL5N8tip.fl°'•.•a KVA GENERAL LIGHTING .0035 KW SF x 700 SF x •1.25 3,06 8 RECEPTS 0 1.80 VA/1000 1.44 .WATER HEATER 1.9 x 1.25 - FANS 0 .3 KW x 1,25 — HVAC . 10.9 A OTHER — OTHER — TOTAL . 15.40 KW TOTAL/240x1000 64.17 A INSTALL -100 AMP PANEL 120/240V 10 PANEL "B" KVA GENERAL LIGHTING ti -.0035 KW SF x 700 SF x 1.25 3.06 12 RECEPTS 0 180 VA/1000 2.16 WATER HEATER 1.9 x 1.25 3.5 2 FA(lS .3KW x,1,,25 .75 HVAC 10.9 QTHERI; ;, TOTAL.-­20:37KW . TOTAL/240x1000 84.87 A INSTALL 100 AMP PANEL 120/240V 1 ELECTRIC SCHEDULE CIFZ(,UI) ,, # NOMENCLATURE BREAKER WIRE SIZE - - (AMPS) CU. NM. W/o 1&2 A—B HVAC SIZED PER MFR. SPECS. 38• WATER HEATER 30A 2P 10-3 4A '5A� LIGHTS RECEPTS 20A 1P 12-2 4B -8D LIGHTS RECEPTS 20A IP 12-2 — LIGHTS RECEPTS 20A 1P 12-2 — LICHTS RECEPTS 20A 1P 12-2 — LIGHTS RECEPTS 20A 1P 12-2 — LIGHT'S RECEPTS 20A 1P 12-2 i 7 1 1 BUILDINGS, INC. NORTH FLORIDA 33714-1035 RNER,' CARTER Si. INC. 34616 _ I 9920-21 'T 1 1395 SSE DRAWN ©Y REV. APPROVAL # ,P PAGE•'. ,10/12 1,916-..1917 ., ._ 2 OF' 3 a atl�ua dS1k. t."�°..�Abi4t�1@�YI{11 �iSPYi�' I�Idlld�9 I 2.33 SQUARE FEET NET FREE AREA OF ATTIC VENTILATION TO BE PROVIDED BY.ROOF AND/OR { GABLE VENTS(EACH MODULE) . SITE INSTALLED 3/8" X 5" LAG SCREWS STAGGERED FROM SIDE TO SIDE 2 LAYERS 3/4"x14" AT 16" O.C. MAXIMUM. LAG SCREWS 30 GA. GALVANIZED STEEL TEC—LAM LVL MUST PENETRATE 1" MINIMUM INTO RIDGE BEAM BOTH UNITS LISTED TRUSSES ®16" O.C. ROOF COVERING OVER 3/8" PLYWOOD ADJACENT MODULE RIDGEBEAM OR LISTED ROOF TRUSS DESIGN LOADS: RATED SHEATHING, MINIMUM EXP -1 24/0 SEE SPAN CHART IN TRUSS. LIVE LOAD 20 PSF TOP CHORD OR OPTIONAL 7/16 ORIENTED STRAND APPROVED STRUCTURAL FULL LENGTH 3/16" FILLET WELDS DEAD LOAD 6 PSF TOP CHORD BOARD, EXP. 1, 24/16, SEE ROOF PACKAGE 24" ONE SIDE OF ALL FLANGES AND ; SHEATHING DETAIL. -DEAD LOAD 4 PSF BOTTOM CHORD WEBS AT ALL OUTRIGGERS AND CROSSMEMBERS. I, 1-1/2- 3 1/2- �'` 3 1/2'. 12 GA. OUTTRIGGER i; -"RIM MEMBER'2x4•'SPF #3 MIN. EXTERIOR FINISH; ...019 ALUMUNUM 1-1 /2" @+@7"I. 30 GA._ x, 1-1/2". STEEL -STRAP FROM 3„ TRUSS, TO WALL STUD 0 16" O.C. WITH EXTERIOR WALL STRUCTURAL BRACING �1 7-16 GA. X 1" STAPLES PER STRAP SEE SHEET. I FOR R F FASTEN RIDGE BEAM TO EACH TRUSS SIDEWALLS: I END. (TYPICAL SIDEWALLS DUCT SPECIFICATIONS. ROOF INSULATION BRACING INSTALLATION: �1�-1 1/4" 12 GA. CROSSMEMBER. WITH NO LESS THAN 8-15 GA. STAPLES W/ VAPOR BARRIER " MIN. 1/2" GYPSUM (MIN. 1 PERM) WITH 1 PENETRATION INTO TRUSS KING STRUCTURAL SHEATHING SHALL CONSIST OF A (TO BE LOCATED OPPOSITE 1-1 /2" CEILING INT. FINISH POST OR EQUIVALENT FASTENING. 4 MINIMUM WIDTH SHEET EXTENDING OUTRIGGER AS SHOWN) SINGLE TOP PLATE CONTINUOUSLY FROM TOP TO BOTTOM PLATE (TRUSSES FALL DIRECTLY CROSSMEMBER SECTION OUTRIGGER SECTION c 4 2x4 SPF #2 WALL STUDS 016" O.C. 2x4 SPF'WITH ALL SHEATHING EDGES EXTENDING 3. �2 MINIMUM OVER 2" NOMINAL LUMBER OF THE i I WINDOW HEADER, SEE OVER STUDS) SAME SIZE AND GRADE AS EXTERIOR WALL STRUCTURAL PACKAGE FOR SPECS FRAMING. BRACING SHALL BE LOCATED AS CLOSE FRAME DETAIL 4 TO EACH CORNER OF BUILDING AS POSSIBLE & 25 O.C. TYP, WINDOW, SEE r FLOOR PLAN BRACING MATERIAL: 1/8" STRUCTURAL RED THERMO—PLY FASTENED WALL INTERIOR FINISH, SEE WITH 16 GA. x 1" x 1 1/4" STAPLES 3" O.C. BELOW FOR MATERIAL ON EDGES AND 6" O.C. IN THE FIELD. I: TYP. WINDOW SILL END WALLS: t 96" WALL HEIGHT BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS R-11 KRAFTBACK FLOOR DECKING: SINGLE LAYER 5/8" T&G BELOW TOP OF RIM JOIST WITH ALL SHEATHING I I I WALL INSULATION STURD=1—FLOOR 20„ FROM TOP OF TRUSS TOP CHORD TO 3/4” MINIMUM O.C. MIN. 4$" TYPICAL EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE 2 x 4 SPF #2 2x6 SPF #2 FLOOR JOISTS 16" O.C. GRADE AS EXTERIOR WALL FRAMING, T&G JOINT BLOCK ROOF EDGES AND ;CONTINUOUS PANEL I I 3 BOTTOM PLATE (TYPICAL) BRACING MATERIAL: EDGES WITH MIN. 2x LUMBER AND FASTENo i I I ui u R-11 UNPAGED 1/8" STRUCTURAL RED THERMO—PLY FASTENED SHEATHING WITH Q--21 STAPLES FOR A DISTANCE „ :. OF 4 —0 FROM EACH END OF ROOF, FASTENING `f WITH 16 GA. x 1 x 1 1 4 STAPLES 3 O.C. SHALL BE: I I FLOOR INSULATION � ., - / 30 GA. x 1-1/2" STEEL STRAP FROM WALL _/ ON AND 6" O.C..EDGES A IN THE FIELD. BOUNDARY EDGES: 4" O.C. I STAGGER JOINTS 48" O.C. STUD TO FLOOR JOIST AT OPENING STUDS AND OTHER PANEL EDGES: 4„ O.C. 16” O.C. WITH 7— 16 GA. x 1" STAPLES PER6 a� FIELD: O.C. STRAP END. (TYPICAL SIDEWALLS & ENDWALLS) L J 2X BLOCKING ENDWALL, INSTALL (2) 3/8"X3" LAG SCREWS FROM TOP FLANGE OF 3/8" RATED SHEATHING (MINIMUM) TO BE OUTRIGGER INTO FLOOR, FASTENED TO TRUSSES WITH Q-21 STAPLES OR EQUIV. (7/16" CROWN X 2" LEG X 15 GAUGE) s l f AND/OR RIM JOIST ABOVE (TYP ,,<,EACH OUTRIGGER) _ 32.., „ .;; : , . ,.t ;.< O.C. FIELD I 32 75 1 /nar 32 75 1 2 ' 3.2,, (UNLESSNOTED OTHERWISE)N EDGES AND 8" O LIN I OUTRIGGER AND CROSSMEMBER SPACING 48" O.C. MAX. ROOF SHEATHING DETAIL 23'-4" SITE INSTALLED 3/8"x3" LAG SCREWS STAGGERED FROM SIDE TO SIDE AT 48" O.C. MAX. LAG SCREWS MUST PENETRATE 1" MINIMUM INTO ADJACENT MODULE RIM JOIST, s 6" O.C. STAGGERED 2-2x6 SPF #2 BETWEEN ENDS OF JOISTS UNDER COLUMN SUPPORTS, SEE FLOOR PLAN FOR LOCATIONS OF COLUMNS r• FLOOR BLOCKING UNDER COLUMNS RIDGE BEAM 1. TEC—LAM Fb=2850 PSI F 2. RIDGE BEAM MUST BE CONTINUOUS OVER CLEAR5PAN. 3. BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER COLUMNS TO EXTERIOR FACE OF ENDWALL. { 4. MULTIPLE LAYERS ARE TO BE GLUED & NAILED TOGETHER INTERIOR FINISH MATERIAL TO ACT AS ONE UNIT. `• 5. INSTALL (2x4) X 20" SPF #3 RIDGE BEAM BEARING STIFFENER OVER SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE FLOOR COVERING: 20 OZ CARPET OF STIFFENER TO THE RIDGE BEAM WITHN 100% GLUE COVERAGE AND EXCEPT BATHS 1/8" BLOCK TILE 6— 16 GA. X 2-1/2 STAPLES. WALLS: 5/32" PANELING NN EXCEPT BATHS 3/8" VINYL COVERED GYPSUM ,I • • GENERAL CROSS SECTION NOTES DESIGN CRITERIA 1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY WITH SBCC 1994 ASTM A36, YIELD STRENGTH = 36 KSI, AND COMPLY WITH AISC FLOOR LOAD 5Q PSF LL 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A307. FLOOR LOAD 10. PSF LL WIND LOAD 110 `MPH ROOF: 20 PSF LL ROOF 10 PSF DL 5 LISAPPROVAL THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA; CONST, TYPE VI OCCUPANCY B ALLOWABLE # OF FLOORS 1 WIND VELOCITY 110 FIRE RATING OF EXTERIOR WALLS 0 PLAN NO. 1916-1917 ALLOWABLE FLOOR LOAD 50 APPROY LA DATE COASTAL MODULAR BUILDINGS, INC. 6101 45TH STREET, NORTH ST. PETERSBURG, FLORIDA 33714-1035 HILBORN, WERNER, CARTER ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 34616 SPACE MASTER DATE SCALEQUOTE ## SER. NO. 09 12 95 N.T.S. t657C, 9920-21 CROSS SECTION N 0 T SCALE SIZE CODE TYPE USE DRAWN BY REV. APPROVAL # PAGE 24X60 SBCC V I B 209 1.916-1917 3 OF 3 , 2.33 SQUARE FEET NET FREE AREA OF ATTIC VENTILATION TO BE PROVIDED BY.ROOF AND/OR { GABLE VENTS(EACH MODULE) . SITE INSTALLED 3/8" X 5" LAG SCREWS STAGGERED FROM SIDE TO SIDE 2 LAYERS 3/4"x14" AT 16" O.C. MAXIMUM. LAG SCREWS 30 GA. GALVANIZED STEEL TEC—LAM LVL MUST PENETRATE 1" MINIMUM INTO RIDGE BEAM BOTH UNITS LISTED TRUSSES ®16" O.C. ROOF COVERING OVER 3/8" PLYWOOD ADJACENT MODULE RIDGEBEAM OR LISTED ROOF TRUSS DESIGN LOADS: RATED SHEATHING, MINIMUM EXP -1 24/0 SEE SPAN CHART IN TRUSS. LIVE LOAD 20 PSF TOP CHORD OR OPTIONAL 7/16 ORIENTED STRAND APPROVED STRUCTURAL FULL LENGTH 3/16" FILLET WELDS DEAD LOAD 6 PSF TOP CHORD BOARD, EXP. 1, 24/16, SEE ROOF PACKAGE 24" ONE SIDE OF ALL FLANGES AND ; SHEATHING DETAIL. -DEAD LOAD 4 PSF BOTTOM CHORD WEBS AT ALL OUTRIGGERS AND CROSSMEMBERS. I, 1-1/2- 3 1/2- �'` 3 1/2'. 12 GA. OUTTRIGGER i; -"RIM MEMBER'2x4•'SPF #3 MIN. EXTERIOR FINISH; ...019 ALUMUNUM 1-1 /2" @+@7"I. 30 GA._ x, 1-1/2". STEEL -STRAP FROM 3„ TRUSS, TO WALL STUD 0 16" O.C. WITH EXTERIOR WALL STRUCTURAL BRACING �1 7-16 GA. X 1" STAPLES PER STRAP SEE SHEET. I FOR R F FASTEN RIDGE BEAM TO EACH TRUSS SIDEWALLS: I END. (TYPICAL SIDEWALLS DUCT SPECIFICATIONS. ROOF INSULATION BRACING INSTALLATION: �1�-1 1/4" 12 GA. CROSSMEMBER. WITH NO LESS THAN 8-15 GA. STAPLES W/ VAPOR BARRIER " MIN. 1/2" GYPSUM (MIN. 1 PERM) WITH 1 PENETRATION INTO TRUSS KING STRUCTURAL SHEATHING SHALL CONSIST OF A (TO BE LOCATED OPPOSITE 1-1 /2" CEILING INT. FINISH POST OR EQUIVALENT FASTENING. 4 MINIMUM WIDTH SHEET EXTENDING OUTRIGGER AS SHOWN) SINGLE TOP PLATE CONTINUOUSLY FROM TOP TO BOTTOM PLATE (TRUSSES FALL DIRECTLY CROSSMEMBER SECTION OUTRIGGER SECTION c 4 2x4 SPF #2 WALL STUDS 016" O.C. 2x4 SPF'WITH ALL SHEATHING EDGES EXTENDING 3. �2 MINIMUM OVER 2" NOMINAL LUMBER OF THE i I WINDOW HEADER, SEE OVER STUDS) SAME SIZE AND GRADE AS EXTERIOR WALL STRUCTURAL PACKAGE FOR SPECS FRAMING. BRACING SHALL BE LOCATED AS CLOSE FRAME DETAIL 4 TO EACH CORNER OF BUILDING AS POSSIBLE & 25 O.C. TYP, WINDOW, SEE r FLOOR PLAN BRACING MATERIAL: 1/8" STRUCTURAL RED THERMO—PLY FASTENED WALL INTERIOR FINISH, SEE WITH 16 GA. x 1" x 1 1/4" STAPLES 3" O.C. BELOW FOR MATERIAL ON EDGES AND 6" O.C. IN THE FIELD. I: TYP. WINDOW SILL END WALLS: t 96" WALL HEIGHT BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS R-11 KRAFTBACK FLOOR DECKING: SINGLE LAYER 5/8" T&G BELOW TOP OF RIM JOIST WITH ALL SHEATHING I I I WALL INSULATION STURD=1—FLOOR 20„ FROM TOP OF TRUSS TOP CHORD TO 3/4” MINIMUM O.C. MIN. 4$" TYPICAL EDGES SUPPORTED BY 2" NOMINAL LUMBER OF THE 2 x 4 SPF #2 2x6 SPF #2 FLOOR JOISTS 16" O.C. GRADE AS EXTERIOR WALL FRAMING, T&G JOINT BLOCK ROOF EDGES AND ;CONTINUOUS PANEL I I 3 BOTTOM PLATE (TYPICAL) BRACING MATERIAL: EDGES WITH MIN. 2x LUMBER AND FASTENo i I I ui u R-11 UNPAGED 1/8" STRUCTURAL RED THERMO—PLY FASTENED SHEATHING WITH Q--21 STAPLES FOR A DISTANCE „ :. OF 4 —0 FROM EACH END OF ROOF, FASTENING `f WITH 16 GA. x 1 x 1 1 4 STAPLES 3 O.C. SHALL BE: I I FLOOR INSULATION � ., - / 30 GA. x 1-1/2" STEEL STRAP FROM WALL _/ ON AND 6" O.C..EDGES A IN THE FIELD. BOUNDARY EDGES: 4" O.C. I STAGGER JOINTS 48" O.C. STUD TO FLOOR JOIST AT OPENING STUDS AND OTHER PANEL EDGES: 4„ O.C. 16” O.C. WITH 7— 16 GA. x 1" STAPLES PER6 a� FIELD: O.C. STRAP END. (TYPICAL SIDEWALLS & ENDWALLS) L J 2X BLOCKING ENDWALL, INSTALL (2) 3/8"X3" LAG SCREWS FROM TOP FLANGE OF 3/8" RATED SHEATHING (MINIMUM) TO BE OUTRIGGER INTO FLOOR, FASTENED TO TRUSSES WITH Q-21 STAPLES OR EQUIV. (7/16" CROWN X 2" LEG X 15 GAUGE) s l f AND/OR RIM JOIST ABOVE (TYP ,,<,EACH OUTRIGGER) _ 32.., „ .;; : , . ,.t ;.< O.C. FIELD I 32 75 1 /nar 32 75 1 2 ' 3.2,, (UNLESSNOTED OTHERWISE)N EDGES AND 8" O LIN I OUTRIGGER AND CROSSMEMBER SPACING 48" O.C. MAX. ROOF SHEATHING DETAIL 23'-4" SITE INSTALLED 3/8"x3" LAG SCREWS STAGGERED FROM SIDE TO SIDE AT 48" O.C. MAX. LAG SCREWS MUST PENETRATE 1" MINIMUM INTO ADJACENT MODULE RIM JOIST, s 6" O.C. STAGGERED 2-2x6 SPF #2 BETWEEN ENDS OF JOISTS UNDER COLUMN SUPPORTS, SEE FLOOR PLAN FOR LOCATIONS OF COLUMNS r• FLOOR BLOCKING UNDER COLUMNS RIDGE BEAM 1. TEC—LAM Fb=2850 PSI F 2. RIDGE BEAM MUST BE CONTINUOUS OVER CLEAR5PAN. 3. BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER COLUMNS TO EXTERIOR FACE OF ENDWALL. { 4. MULTIPLE LAYERS ARE TO BE GLUED & NAILED TOGETHER INTERIOR FINISH MATERIAL TO ACT AS ONE UNIT. `• 5. INSTALL (2x4) X 20" SPF #3 RIDGE BEAM BEARING STIFFENER OVER SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE FLOOR COVERING: 20 OZ CARPET OF STIFFENER TO THE RIDGE BEAM WITHN 100% GLUE COVERAGE AND EXCEPT BATHS 1/8" BLOCK TILE 6— 16 GA. X 2-1/2 STAPLES. WALLS: 5/32" PANELING NN EXCEPT BATHS 3/8" VINYL COVERED GYPSUM ,I • • GENERAL CROSS SECTION NOTES DESIGN CRITERIA 1. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY WITH SBCC 1994 ASTM A36, YIELD STRENGTH = 36 KSI, AND COMPLY WITH AISC FLOOR LOAD 5Q PSF LL 2. ALL LAG SCREWS MUST COMPLY WITH ASTM A307. FLOOR LOAD 10. PSF LL WIND LOAD 110 `MPH ROOF: 20 PSF LL ROOF 10 PSF DL 5 LISAPPROVAL THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA; CONST, TYPE VI OCCUPANCY B ALLOWABLE # OF FLOORS 1 WIND VELOCITY 110 FIRE RATING OF EXTERIOR WALLS 0 PLAN NO. 1916-1917 ALLOWABLE FLOOR LOAD 50 APPROY LA DATE COASTAL MODULAR BUILDINGS, INC. 6101 45TH STREET, NORTH ST. PETERSBURG, FLORIDA 33714-1035 HILBORN, WERNER, CARTER ASSOCIATES, INC. 1627 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 34616 SPACE MASTER DATE SCALEQUOTE ## SER. NO. 09 12 95 N.T.S. t657C, 9920-21 CROSS SECTION N 0 T SCALE SIZE CODE TYPE USE DRAWN BY REV. APPROVAL # PAGE 24X60 SBCC V I B 209 1.916-1917 3 OF 3 .i P.T. 2x8 SHIMS P.T. 2x8 SHIMS 4"x8"x16" CAP BLOCK 4"x8"x16" CAP BLOCK 8"x8"x16" CMU'S 8"x8"x16" CMU'S I. I d- ". 4"x16"x16" PAD 00 16" • 4"x8"x16" PADS i 32" STAGGERED AS SHOWN SECTION. A .A } SECTION B -B I. i 58'-0" 55'-4" 48'-8" 42'-0" 35'-4" 28'-8" 22'-0" 15'-4" H.S, H.S. H.S. H, S. H.S. H.S. H.S. H.S. H.S. F.T. F.T. F.T. F.T. F.T. F.T. F.T. F.T. F. T. N I�. L - Lei LIQ a _ _ Llai; _ _ LCi� LC�1 — A A It 00N ,n 0 r z 44'-0" 20'-0" r r- r r r r r" r l...l91JI LL`LL� - LI_' N 42'-0" � 38'-0" 8 22'-0' 18'-0" C C 1 N H.S. H.S. H.S. H.S H.S r r n r —r , r � r I I — I _ IT —._ — — ..._ I=1LI.'�L: C J N FDI FDI co IN,I I, i ff — �l I4I ! 114�I ! I i41 ! 111 .I I ly �I •I F.T. F.T. F.T. F.T, F.T. F.T. F.T. T_ H S. H S. — H S. �H S. H 13 H S. H S. H S. — 58'-0" 55'--4" 48'=8" 42'-0" 35'-4" 28'•-8" 22'-0" 15-4" A 7 i 7'-6" TYP. i 8'-0" MAX. 2'-0" 24" MIN. 32" MAX. TYP. OUTRIGGER TYP, HURRICANE STRAP TYP. GROUND ANCHOR \\XXX , SECTION D --D 16" ENDWALL PIER TIE -DOWN AT M FDI = HURRICANE STRAP H.S. FASTENED TO GROUND ANCHOR F.T. (V = HURRICANE STRAP AND H.S. FRAME TIE -DOWN FASTENED TO SAME GROUND ANCHOR END HEADER 18" MIN. HEIGH' ,34" MAX. HEIGh OF DRY.STACK FOOTING DEPTH `VARIES PER SITE CONDITION 8" MIN. BELOW ,FROST LINE, F NE FDI FIELD CONDITIONS WITH TIE DOWNS GREATER THAN 34" SHALL REQUIRE FOUNDATIONS TO BE ENGINEERED BEYOND THIS APPROVAL. MAXIMUM WIND SPEED 120 MPH. ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB, CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH THEIR APPROVAL AND CHAPTER 12 OF THE 1991 SBCCI. ALL RIGHTS RESERVED THIS DRAWING IS THE PROPERTY OF COASTAL MODULAR BUILDINGS, INC. AND SHALL NOT BE REPRODUCED, COPIED OR USED AS THE BASIS FOR THE MANUFACTURE OR SALE OF PRODUCTS WITHOUT PERMISSION. TIE DOWN, SIDEWALL 4"x16"x16" PAD. -OR- " (2)-4"x8"x16" PADS EXTERIOR SIDEWALL CHASSIS TIE -DOWN STRAP. TO BE INSTALLED AT SAME LOCATIONS AS HURRICANE STRAPS ALONG SIDEWALLS, SEE FOUNDATION LAYOUT FOR LOCATIONS. TYP. d" -8"x16" CAP BLOCK 8"x8"x16" CONCRETE MASONRY UNITS NOTE: PAD MAY BE EITHER 4"x16"x16" PAD OR (2)-4"x8"x16" PADS AS SHOWN 11_11'� i-- 4"x8"x16" CAP BLOCK 8"x8"x16" CONCRETE MASONRY UNITS ----- .v. STAGGER 4"x8"x16" ISOLATED PIERS CONCRETE UNITS ® MATELINE AS SHOWN C HEAVY LOAD PIER AT MATE LINE FDI NOTE: CONCRETE UNITS MAY BE A COMBINATION OF 4" X 8" X 16", AND 4" X 16" X 16" UNITS FLOOR JOISTS C@ 16" 0. C. r--_ MATELINE RIM (D SEE ABOVE PLAN JOISTS (TYP.) FOR HURRICANE STRAP LOCATIONS 2. 1- 3/8"x5" LAG SCREW AT 4' O.C. 2.0 THRU RIM JOIST INTO ADJACENT MODULE RIM JOIST. 1 O STRAP IS ONLY 2.0 REQUIRED ON ONE SIDE OF MATELINE. TO GROUND ANCHOR TIE DOWN STRAP @ SUPPORT COLUMN LOCATIONS COASTAL MODULAR BUILDINGS, INC. 6101 45TH STREET, NORTH ST. PETERSBURG, FLORIDA 33714-1035 2963 GULF TO BAY, SUITE 220 CLEARWATER, FL 34616 SPACEMASTER DATE SCALE QUOTE # TS7ER. O. 265 FD 992Q-21 FOUNDATION PLAN NOT SCALED , SIZE CODE TYPE DRAWN BY REV, APPROVAL # , PACE 24x60 SBCC VI 208 1 OF 1 li. 60'-0" I, FOUNDATION NOTES: • , 1. TIE -DOWN STRAPS TO BE 1-1/4" X .035 GALVANIZED STEEL FEDERAL SPECIFICATION QQS-781-H TYPE -1 FINISH -B GRADE -1. TIE -DOWN STRAPS AND CONNECTING HARDWARE TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY. NOTE - EARTH AUGER ANCHORS TO HAVE 6,200 LB. MINIMUM ULTIMATE LOAD CAPACITY. OVERALL WIDTH DIMENSION IS NOMINAL AND 2. SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING. IS BASED ON UNIT WIDTH x NUMBER OF UNITS. 3. ALL PIERS SHALL BE 8" X 8" X 16" MASONRY BLOCKS ON 4" X 16" X 16" ACTUAL OVERALL WIDTH MAY INCREASE DUE TO CONCRETE PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN. SITE CONDITl NS, MATERIAL TOLERANCES, FAILURE 4, MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF. TO BE VERIFIED BY BUILDING'S OWNER. TO REMOVE CLOSE-UP MATERIAL, AND / OR 5. IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY OTHER FACTORS THAT ARE BEYOND THE TO INSURE THAT ALL GRASS, LOOSE DEBRIS, ETC. ARE REMOVED FROM UNDER THE BUILDING, CONTROL OF COASTAL BUILDING SYSTEMS. AND THAT THE GROUND IS LEVELED TO WITHIN 6" AND FIRMLY COMPACTED. 6. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY, BETWEEN THE I -BEAM AND THE TOP OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS, AND SIMILAR IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER AND BEARING AT ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE BEARING PRIOR TO ADDING THE SHIMS. ' 7. NOTE ALL MASONRY PIERS MAY BE INSTALLED IN A DRY STACK. ,I I i 7'-6" TYP. i 8'-0" MAX. 2'-0" 24" MIN. 32" MAX. TYP. OUTRIGGER TYP, HURRICANE STRAP TYP. GROUND ANCHOR \\XXX , SECTION D --D 16" ENDWALL PIER TIE -DOWN AT M FDI = HURRICANE STRAP H.S. FASTENED TO GROUND ANCHOR F.T. (V = HURRICANE STRAP AND H.S. FRAME TIE -DOWN FASTENED TO SAME GROUND ANCHOR END HEADER 18" MIN. HEIGH' ,34" MAX. HEIGh OF DRY.STACK FOOTING DEPTH `VARIES PER SITE CONDITION 8" MIN. BELOW ,FROST LINE, F NE FDI FIELD CONDITIONS WITH TIE DOWNS GREATER THAN 34" SHALL REQUIRE FOUNDATIONS TO BE ENGINEERED BEYOND THIS APPROVAL. MAXIMUM WIND SPEED 120 MPH. ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 4725 LB, CAPACITY AND SHALL BE INSTALLED IN ACCORDANCE WITH THEIR APPROVAL AND CHAPTER 12 OF THE 1991 SBCCI. ALL RIGHTS RESERVED THIS DRAWING IS THE PROPERTY OF COASTAL MODULAR BUILDINGS, INC. AND SHALL NOT BE REPRODUCED, COPIED OR USED AS THE BASIS FOR THE MANUFACTURE OR SALE OF PRODUCTS WITHOUT PERMISSION. TIE DOWN, SIDEWALL 4"x16"x16" PAD. -OR- " (2)-4"x8"x16" PADS EXTERIOR SIDEWALL CHASSIS TIE -DOWN STRAP. TO BE INSTALLED AT SAME LOCATIONS AS HURRICANE STRAPS ALONG SIDEWALLS, SEE FOUNDATION LAYOUT FOR LOCATIONS. TYP. d" -8"x16" CAP BLOCK 8"x8"x16" CONCRETE MASONRY UNITS NOTE: PAD MAY BE EITHER 4"x16"x16" PAD OR (2)-4"x8"x16" PADS AS SHOWN 11_11'� i-- 4"x8"x16" CAP BLOCK 8"x8"x16" CONCRETE MASONRY UNITS ----- .v. STAGGER 4"x8"x16" ISOLATED PIERS CONCRETE UNITS ® MATELINE AS SHOWN C HEAVY LOAD PIER AT MATE LINE FDI NOTE: CONCRETE UNITS MAY BE A COMBINATION OF 4" X 8" X 16", AND 4" X 16" X 16" UNITS FLOOR JOISTS C@ 16" 0. C. r--_ MATELINE RIM (D SEE ABOVE PLAN JOISTS (TYP.) FOR HURRICANE STRAP LOCATIONS 2. 1- 3/8"x5" LAG SCREW AT 4' O.C. 2.0 THRU RIM JOIST INTO ADJACENT MODULE RIM JOIST. 1 O STRAP IS ONLY 2.0 REQUIRED ON ONE SIDE OF MATELINE. TO GROUND ANCHOR TIE DOWN STRAP @ SUPPORT COLUMN LOCATIONS COASTAL MODULAR BUILDINGS, INC. 6101 45TH STREET, NORTH ST. PETERSBURG, FLORIDA 33714-1035 2963 GULF TO BAY, SUITE 220 CLEARWATER, FL 34616 SPACEMASTER DATE SCALE QUOTE # TS7ER. O. 265 FD 992Q-21 FOUNDATION PLAN NOT SCALED , SIZE CODE TYPE DRAWN BY REV, APPROVAL # , PACE 24x60 SBCC VI 208 1 OF 1