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HomeMy WebLinkAbout500 Art Ln2 ( CITY OP' SANFORD PERK IT APPLICATION A .y� Permit # : 0`�� J Date: ? �2�T��� Q �V! %Qo Job Address: c6L) -A 4 5-ne-, Ff_ cnY"Pya V7 Description of Work: ��0. t?� Ill rl��i% Total Square Footage Historic District: zoning: Value of Work: $ Permit Type: Building Electrical Mechanical _ Plunibing Fire Sprinkler/Alarm Pool Electrical: New Service —# of AMPS Addition/Alteration Change of Service _ Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Cas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential __ Commercial Industrial Coustruction 'Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required Owners Name & Address: Y llLY1�lU Phone: f h I "t"1VGt l/0 /()Y 6VY!(H /41 --S-/fr,zr St: to License Numbe�( ! LI t �1 �` �� UY l �% J(rPhone: Phone &Fax: '" � /U � � a� ���%' � .t.ontact Person: �- y Bonding Company: lV j (4_ Address: Mortgage Lender: Address: Architect/Engineer: 0 et O I Y I ,�/� �)({ o Ml 1,/ X i Tr-)(. Phone: Address: � M _4V"1 q . t � �St ��iZFS �l�_� _ 3'JFax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wort: or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this,jurisdietion. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, I [EATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that al of the foregoing information is accurate and that all work will be done ill compliance with all applicable laws regulating constructidn and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPLETY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements or this permit, there may be additional restrictions applicable to this property that may be found in the public records of this (Xunty, and there m< )e additional pemnits required front other governmental entities such as-water-tnztnagement districts, state agencies, or federal agencies. Acceptance of pen it.' verific, tion that I will notify the owner of the property of the requir n erluTtl ' lorid Lien Law, FS 713. --- gnatureofOwner/Agent Date Signan.,.t.r�e-�!ofContradtgr/Agent r Date 1-1 0 '—" wner/Agent's 'Fury rupgc _ State of Florda a 'Comrnis*cn EV11-, Jm28, 2.Ort8 Commission # DD333672 'ded By National Pl j ,yA,ssn. 06 Produced ID ROVALS: ZONING: H UTIL: _ FD: Special Conditions: Rev 03/2006 usNA4010N Ir)Ug40N A8 pepuo8 ZL9£M (3 # uolsslWWO:) SI3 IJZ L"fra.N3uolMu'00AN opuolJ10 elralS.-_.jt6nA Aininao �// /vG `c, BLDGi d :—I � 1 J: II 1II DESIGN CRITERIA FLORIDA 1997 ,FLORIDA ENERGY EFFICIENCY CODE 1997 STANDARD BUILDING CODE 1997 STANDARD MECHANICAL. CODE 1994 STANDARD PLUMBING CODE 1994 NFPA 101 LIFE SAFETY CODE 1990 NATIONAL ELECTRICAL CODE 1997 FLORIDA ACCESSIBILITY STANDARDS P0 - o d (w w ' w A®wwM�Q �zu�w�ol� 90UQ z P4W�0 Hz°�1 Q°4oa,n� A`^� O .. NQ 04QW�®abTi O w 8 Vxtwil� Uvtt� � p LTi ,•+ p4 � � F Z Pa �w0Qwao� z A5.40 � pa MNo �OUO Bch QA a4 aZtw A �.iO4PWw Uwp� 9� j� �5o� w ch�1wN ��w cn�z�iA�`"wpq C4 A ov1�I` ,�rwE"a 0 PO E--4U0pPsq E r WO W aA �x;W,2, ptiwAa4u Pzw m E« w v2 � t�� x w �� �Ow 0111wi� STRUC x'URAL LOAD LIMITATIONS: FLOOR LIVE LOAD: A. 100 PSF LOBBIES & CORRIDORS) 50 PSF REMAINDER) 2000 LBS CONCENTRATED) ROOF LIVE LOAD: A. 20 PSF. ROOF SNOW LOAD: N/A WIND LOAD: 1. 130 MPH WIND SPEED 2. Iw,- 1,0 WIND IMPORTANCE FACTOR. II BUILDING CATEGORY 3• B WIND EXPOSURE CATEGORY, 4, ENCLOSURE CLASSIFICATION: ENCLOSED GCpl - 0,19 INTERNAL PRESSURE COEFFICIENT, 5. COMPONENT & CLADDING LOAD: (ROOFS) (OVERHANGS) ZONE 2 Pr - -33,00 PSF ZONE i Pr - -43,80 PSF ZONE 3 Pr - -51.00 PSF ZONE 2 Pr - -72.10 PSF Pr = -•76,60 PSF ZONE 3 (WALLS / WINDOWS / DOORS): Pw = -33,00 PSF ZONE 4 Pw - -40.70 PSF ZONE 5 6. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. Go rn SEISMIC LOAD: N/A 07 FLOOD LOAD: THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRONE OR ZONE AREA. FINISH FLOOR Ili ELEVATION MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL, LL. c� • cn • C) rn WGIff SIDE I U 'Al 1/41f 11 Itr C 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. .,III G 4 � NOFTES: II`: NOTES*.MECHANICAL EL C NOTES' I 1. ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY AND FIELD 1. ALL `CIRCUITS AND E�.QUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE 1. ALL SUPPLY AIR REGISTERS SHALL BE 12 INCHES BY 12, INCHES ADJUSTABLE BUILT BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. THE PRIMARY APPROPRIATE ARTIOtES OF THE NATIONAL ELECTRIC CODE (N.E.C.). WITH 21 INCHES BY 9 INCHES (INSIDE) x 5/8 INCH OVERHEAD FIBERGLASS ENTRANCE MUST BE ACCESSIBLE. 2. MEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS, THEY SHALL BE SURFACE DUCT, UNLESS OTHERWISE SPECIFIED. DUCTS LOCATED IN VENTILATED ATTIC 2, ALL DOORS SHALL BE, OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE. OF A MOUNTED OR RECE$SED. INCANDESCENT FIXTURES SHALL HAW COMPLETELY SPACES SHALL HAVE A R-6: INSULATION VALUE. DUCTS LOCATED IN KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS ENCLOSED LAMPS.,:,' -,":SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE UNCONDITIONED INTERIOR SPACES SHALL HAVE A R-5 INSULATION VALUE. OR SURFACE BpI.TS SHALL NOT BE USED, A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE 2. VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN 3, ALL GLAZING WITHIN A 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN A MINIMUM CLEARANCE OF B INCHES FROM "STORAGE AREA" AS DEFINED PY APPROVED VENT CAP. 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY, N.E,C. 410-8(a) '- RS SHALL 3, REST ROOMS VENT FANS SHALL PROVIDE A MINIMUM 0 2 CUBIC FOOT OF r TEMPERED OR ACRYLIC PLASTIC SHEET. 3. WHEN WATER HEA ARE INSTALLED THEY BE PROVIDED WITH READILY 'IECTS AIR PER MINUTE PER SQUARE FOOT, 4. FLOOR DESIGN LIVE LOAD - 50 .PSF, 100 PSF CORRIDOR ACCESSIBLE DISCO ADJACENT TO THE WATER HEATER(5) SERVED. THE BRANCH CIRCUITIITCH OR CIRCUIT BREAKER BE PERMITTED TO SERVE 5, MAXIMUM WIND , SPEED - 110 MPH SHALL A5 THE DISCONNE(:ING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER 4, DUCT EXPOSED TO NON CONDITIONED SPACE SHALL BE INSULATED . 6, SEISMIC PERFORMANCE CATEGORY - C AV = 0.05 7, OCCUPANCY IS BUSINESS IS WITHIN SIGHT FI .M THE. WATER HEATER OR IS CAPABLE OF BEING LOCKED TO PROVIDE A THERMAL RESISTANCE. 8, OCCUPANT LOAD IS BASED ON 1 PERSON PER 100 SQUARE FEET OF NET BUSINESS AREA IN THE OPEN P05ON. 5. DUCT SHALL BE CLASS 1, AND IF ALUMINUM OR GALVANIZED, IN 4. HVAC EQUIPMENT fT,ALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS CONSTRICTION SHALL BE PER CODE. 9, ALL STEEL STRAPS REFERENCED ON THESE DRAWINGS SHALL BE 1 1/2 INCH x 26 GA, ADJACENT TO THk�I! QUIPMENT SERVED., , A UNIT SWITCH WITH A MARKED "OFF" WITH A, MINIMUM OF (5) .131" x 3" GUN NAILS EACH END OF STRAP (OR EQUIVALENT). POSITION THAT IS ' !PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL ALL DOUBLE STEEL STRAPS REFERENCED ON THESE DRAWINGS SHALL BE 1 1/2"x 26 GA, UNGROUNDED CON ACTORS SHALL BE PERMITTED AS THE DISCONNECTING WITH A MINIMUM OF (10) .131 x 3 GUN NAILS EACH END OF STRAP (OR EQUIVALENT), MEADS WHERE OT,,, DISCONNECTING MEANS ARE ALSO PROVIDED BY A . ME 10. PORTABLE FIRE EXTINGUISHER(S) PER N.F.P.A,-10. INSTALLED BY OTHERS ON ,: REAbILY ACCESSIB CIRCUIT BREAKER, SITE, . AND SUBJECT TO LOCAL JURISDICTION. �I 5. PRIOR TO ENERGI t'y THE ELECTRICAL SYSTEM THE' INTERRUPTING RATING 11. MINIMUM CORRIDOR WIDTH IS 44 INCHES. OF THE MAIN BRE'. rER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE 12, MINIMUM CORRIDOR FINISH IS CLASS "B" (GYPSUM). WITHSE. ON 110; OF THE N.E.C. BY LOCAL ELECTRICAL CONSULTANT. 13. BUILDING CONSTRUCTION TYPE; VI i. 6. THE,MAI ELECTRI ,L PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE 14. OCCUPANT LOAD: 18 INSTALLED ANDS 'ECT TO LOCAL JURISDICTION,V1V�A'�ON� _ ME 15. THIS BUILDING I5 DESIGNED AS AN INDE'ENDENT STRUCTURE AND IS TO HAVE A .FIRE 7. ALL CIRCUITS CRO NG OVER MODULE MATING LINE(5) SHALL BE SITE ISO SEPERATION DISTANCE A MIN. OF 15'-0 FROM ANY ASSUMED OR KNOWN PROPERTY , CONNECTED WITH ROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS. LINE UNLESS FIRE RESISTANT RATING 15 NOT REQUIRED BY TABLE 600 OF THE STANDARD CODE, ANY OTHER 8. RECESSED PORTIO ',OF LIGHTING FIXTURE ENCLOSURES, OTHER THAN AT THE POINTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA DEPARTMENT '• CONDITIONS WILL BE THE SOLE RESPONSIBILITY OF THE DEALER TO PROVIDE ADEQUATE COND11I OF SUPPORT, SHA "�`°. BE SPACED AT LEAST 1 2" .FROM COMBUSTIBLE MATERIALS. / OF COMMUNITY AFFAIRS, THESE BUILDING PLANS DO NOT CONTAIN FIRE SePERATION IN ACCORDANCE TO APPLICABLE STATE AND LOCAL CODES AND 9. THE^MAL INSULATN SHALL NOT BE INSTALLED WITHIN 3 INCHES OF THE RECESSED FOUNDATION SUPPORT AND TIE DOWN SYSTEM DETAILS AND SPECIFICATIONS REQUIREMENTS. FIXTURE ENCLOSUR WIRING COMPARTMENT, OR BALLAST, AND SHALL NOT BE THE ARCHITECT / ENGINEER OF BUILDING PLANS SHOULD BE CONTACTED TO INSTALLED ABOVE II ,IE FIXTURE SO AS TO ENTRAP HEAT AND PREVENT THE FREE OBTAIN APPROPRIATE FOUNDATION PLANS. IF FOUNDATION PLANS ARE CIRCULATION OF AI I, DESIGNED BY OTHERS THE ARCHITECT / ENGINEER OF BUILDING PLANS DESIGN CRITERIA FLORIDA 1997 ,FLORIDA ENERGY EFFICIENCY CODE 1997 STANDARD BUILDING CODE 1997 STANDARD MECHANICAL. CODE 1994 STANDARD PLUMBING CODE 1994 NFPA 101 LIFE SAFETY CODE 1990 NATIONAL ELECTRICAL CODE 1997 FLORIDA ACCESSIBILITY STANDARDS P0 - o d (w w ' w A®wwM�Q �zu�w�ol� 90UQ z P4W�0 Hz°�1 Q°4oa,n� A`^� O .. NQ 04QW�®abTi O w 8 Vxtwil� Uvtt� � p LTi ,•+ p4 � � F Z Pa �w0Qwao� z A5.40 � pa MNo �OUO Bch QA a4 aZtw A �.iO4PWw Uwp� 9� j� �5o� w ch�1wN ��w cn�z�iA�`"wpq C4 A ov1�I` ,�rwE"a 0 PO E--4U0pPsq E r WO W aA �x;W,2, ptiwAa4u Pzw m E« w v2 � t�� x w �� �Ow 0111wi� STRUC x'URAL LOAD LIMITATIONS: FLOOR LIVE LOAD: A. 100 PSF LOBBIES & CORRIDORS) 50 PSF REMAINDER) 2000 LBS CONCENTRATED) ROOF LIVE LOAD: A. 20 PSF. ROOF SNOW LOAD: N/A WIND LOAD: 1. 130 MPH WIND SPEED 2. Iw,- 1,0 WIND IMPORTANCE FACTOR. II BUILDING CATEGORY 3• B WIND EXPOSURE CATEGORY, 4, ENCLOSURE CLASSIFICATION: ENCLOSED GCpl - 0,19 INTERNAL PRESSURE COEFFICIENT, 5. COMPONENT & CLADDING LOAD: (ROOFS) (OVERHANGS) ZONE 2 Pr - -33,00 PSF ZONE i Pr - -43,80 PSF ZONE 3 Pr - -51.00 PSF ZONE 2 Pr - -72.10 PSF Pr = -•76,60 PSF ZONE 3 (WALLS / WINDOWS / DOORS): Pw = -33,00 PSF ZONE 4 Pw - -40.70 PSF ZONE 5 6. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. Go rn SEISMIC LOAD: N/A 07 FLOOD LOAD: THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRONE OR ZONE AREA. FINISH FLOOR Ili ELEVATION MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL, LL. c� • cn • C) rn WGIff SIDE I U 'Al 1/41f 11 Itr C 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. � IIIA REARELEVATION 1+i I ,Y: SCALE: 1/4" =1'-0►, ;� •II:: {{ .. ,. ala(, •. .• • ... • • • ' �' ; •.. ,, •• .•. � , • • • SII, • ; LES`' , SIDE ELEVATION SUE--INSTALLIE . ITEMS NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR .A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. 1, THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM, 2, RAMPS, STAIRS, AND. GENERAL ACCESS TO THE BUILDING. 3. PORTABLE FIRE EXTINGUISHER(S). 4. DRINKING WATER APPARATUS (WHEN NOT SHOWN ON PLAN), BUILDING DRAINS, CLEANOVTS, AND CONNECTION TO THE PLUMBING SYSTEM. 5. ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO THE BUILDING, 6. THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS ONLY). 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING LINE(S) (MULTI -UNITS ONLY). 8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES (MULTI -UNITS ONLY). 9. REQUIRED PLUMBING FACILITIES NOT PROVIDED IN THE MODULAR BUILDING ARE TO BE LOCATED IN ADJACENT BUILDING(S). SEE ATTACHED LETTER. 10. DRAINAGE PIPING BELOW FLOOR JOIST LEVEL ELEMATION N(S: i, 1. SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION, 2, ACCESSIBLE RAMP(S), STAIR(S), AND HANDRAILS ARE SITE -INSTALLED, DESIGNED BY OTHERS, AND SUBJECT TO LOCAL JURISDICTION. 3. FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQ,FT. NET VENT AREA PER 1/150th OF THE FLOOR AREA, AND AN 18"x24" MIN. CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. 8 Ir DEC 0 g W8 D6d'I f�_ CEril . NU.OP- U� PLAN NI.4.13T:.I( Q!LU]�.f���1��� J'I'I'R JEQ I3Y CHARLE=S A. U;:�'I"F.: ZL%ii' ; JR, 17 1 WLUAM J. MOCAN . .E / '-393 TURNER STREET �! / CLEARWATER, FL 33756 L E. LIC. 50257. (� Ph: (M) 413-7990 ( si8na'iure ) APPROVED BY t . , , S I I I LISAPPRAVALCY 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 # 1 0���� WIND VELOCITY 110 FIRE RATING OF EXTERIOR WALLS 0 PLAN NO. CMB111698-40 -_ ALLOWABLE - ELOOR LOAD 2) / 1 0- APPRbVAL AI DEC T S MANVFACTUBER COASTAL ROM THIS BUILDING MAY BE MIRRORED ALONG AN AXIS PARALLEL TO THE SIDEWALL. A,CCJESSI13ILITY NUM: 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL. BE DISPLAYED AT ALL ACCESSIBLE RESTROOM 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 THE BASIN NO HIGHER THAN 34 INCHES ABOVE THE FLOOR FOR INDIVIDUALS IN Y+MEELCHAIRS. 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 RE ACCESSIBLE (le. 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 MINI M AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES RODS SHALL ,F A MAXIMUM OF 54 INCHES ABOVE THE FLOOR 48 INCHES MAXIMUM T ROD EXCEEDS 10 INCHES E N ° FROM WHEELCHAIR q N D STA�E F WH I , R 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 W INCHES ABOVE -THE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER IS LOWER. 6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE: ACCESSIBLE HARDWARE (le, LEVER -- OPERATED, PUSH -TYPE, U -SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE 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 'FOP 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 AfCLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE APRON, 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 SINK. THE SINK DEPTH SHALL HE 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. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS OPERABLE WITH ONE HAND AND REQUIRING LESS THAN 5 LBS. OF FORCE TO ACTIVATE (le. LEVER - OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED). SEPARATE LAVATORIES FOR PHYSICALLY DISABLED 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 CI EAR SPACE BETWEEN THE BAR AND THE WALL. 18, TOILET STALL [)COR(,-, SHALL BE THE SELF-CLOSING TYPE, 19. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO AIJ_ ACCESSIBLE LAVATORIES, 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 T&P RELIEF VALVE WITH A SEPARATE DRAIN TO EXTERIOR, AND A SHUT --OFF VALVE WITHIN 3 FEET ON COLD WATER SUPPLY LINE. 4. WATER SUPPLY LINES SHALL DE CPVC OR COPPER I SUPPLY LINES ARE INSTALLED, THE -MAXIMUM WATER HEATER IIEMPERATURE IS' 180 DEGREES F. 5. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE TYPE UNLESS OTHERWISE SPECIFIED, 6. DWV SYSTEM SHALL BE EITHER ABS OR PVC IPS SCHEDULE 40., 7. BUILDING DRAIN AND . CLEANOUTS ARE DESIGNED AND SITE -INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION. 8, TOILETS SHALL. BE ELONGATED TYPE WITH NON-=ABSORBENT OPEN, FRONT SEATS. 9. RESTROOM WALLS SHALL BE, COVERED -- .•WITH NONABSORDE�NT A/)TRIAL; TO -A MINIMUM HEIGHT OF �F8 , A,F,F.. . . 1 10. HOT WATER SUPPLY TOA FIXTURE. REQUIRING HOT''WATER :SHALL 'BE INSTALLED ON LEFT SIDE 0F FIXTURE. E, 11. WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE 'DIAMETER FOR GALVANIZED FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON CORROSIVE PIPE OR TUBE, 12. SHOWERS (WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120' F. 13. LAVATORIES OF PUBLIC RESTROOMS SHALL -BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GPM, OR'BE EQUIPPED WITH SELF-CLOSING VALVES (UNLESS DESIGNED FOR THOSE WITH PHYSICAL DISABILITIES). MAXIMUM WATER TEMPERATURE IS 110' F. COASTAL, MOD ULAR:..;,BUILDINGS, INC. 6101 45TH • STREET, NORTH ST, PETERSBURG, FLORIDA 33714-1035 MANUFACTURER ANG wfty 6yl REVISIONS N2._L DATE BY Q DEALER ASAP `. ALL RIGHTS RESERVED \ / E R r D PAGE • .. 1 ' � .. ; THIS DRAWING IS THE PROPERTY OF 0-6-aL 1 C O, Y !� MMLAF3 BUILDINGS, INC. AND SHALL NOT BE REPRODUCED, COPIED OR USED A5 THE BASIS DATE SCALE QUOTE # SER. NO; FOR THE MANUFACTURE OR SALE OF PRODUCTS 11/09/98 NTS 9067 14900-01 WITHOUT WRITTFN PFRMI'-:gION. ' ,ILL . I:Li 111'L: tJ. l_ IMAWH Is. AI'IIIVAL. # I'/\lA 2$ x 60 SBCc VI D , 'I�DAN/STAN Mp111698-4.0 I OF 6 .,III M IN oil a . ME _ ME ISO I No 1 IMEE go NON NON III low 11 1 .111 I oil � IIIA REARELEVATION 1+i I ,Y: SCALE: 1/4" =1'-0►, ;� •II:: {{ .. ,. ala(, •. .• • ... • • • ' �' ; •.. ,, •• .•. � , • • • SII, • ; LES`' , SIDE ELEVATION SUE--INSTALLIE . ITEMS NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR .A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. 1, THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM, 2, RAMPS, STAIRS, AND. GENERAL ACCESS TO THE BUILDING. 3. PORTABLE FIRE EXTINGUISHER(S). 4. DRINKING WATER APPARATUS (WHEN NOT SHOWN ON PLAN), BUILDING DRAINS, CLEANOVTS, AND CONNECTION TO THE PLUMBING SYSTEM. 5. ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO THE BUILDING, 6. THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS ONLY). 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING LINE(S) (MULTI -UNITS ONLY). 8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES (MULTI -UNITS ONLY). 9. REQUIRED PLUMBING FACILITIES NOT PROVIDED IN THE MODULAR BUILDING ARE TO BE LOCATED IN ADJACENT BUILDING(S). SEE ATTACHED LETTER. 10. DRAINAGE PIPING BELOW FLOOR JOIST LEVEL ELEMATION N(S: i, 1. SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION, 2, ACCESSIBLE RAMP(S), STAIR(S), AND HANDRAILS ARE SITE -INSTALLED, DESIGNED BY OTHERS, AND SUBJECT TO LOCAL JURISDICTION. 3. FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQ,FT. NET VENT AREA PER 1/150th OF THE FLOOR AREA, AND AN 18"x24" MIN. CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. 8 Ir DEC 0 g W8 D6d'I f�_ CEril . NU.OP- U� PLAN NI.4.13T:.I( Q!LU]�.f���1��� J'I'I'R JEQ I3Y CHARLE=S A. U;:�'I"F.: ZL%ii' ; JR, 17 1 WLUAM J. MOCAN . .E / '-393 TURNER STREET �! / CLEARWATER, FL 33756 L E. LIC. 50257. (� Ph: (M) 413-7990 ( si8na'iure ) APPROVED BY t . , , S I I I LISAPPRAVALCY 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 # 1 0���� WIND VELOCITY 110 FIRE RATING OF EXTERIOR WALLS 0 PLAN NO. CMB111698-40 -_ ALLOWABLE - ELOOR LOAD 2) / 1 0- APPRbVAL AI DEC T S MANVFACTUBER COASTAL ROM THIS BUILDING MAY BE MIRRORED ALONG AN AXIS PARALLEL TO THE SIDEWALL. A,CCJESSI13ILITY NUM: 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL. BE DISPLAYED AT ALL ACCESSIBLE RESTROOM 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 THE BASIN NO HIGHER THAN 34 INCHES ABOVE THE FLOOR FOR INDIVIDUALS IN Y+MEELCHAIRS. 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 RE ACCESSIBLE (le. 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 MINI M AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES RODS SHALL ,F A MAXIMUM OF 54 INCHES ABOVE THE FLOOR 48 INCHES MAXIMUM T ROD EXCEEDS 10 INCHES E N ° FROM WHEELCHAIR q N D STA�E F WH I , R 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 W INCHES ABOVE -THE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER IS LOWER. 6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE: ACCESSIBLE HARDWARE (le, LEVER -- OPERATED, PUSH -TYPE, U -SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE 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 'FOP 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 AfCLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE APRON, 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 SINK. THE SINK DEPTH SHALL HE 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. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS OPERABLE WITH ONE HAND AND REQUIRING LESS THAN 5 LBS. OF FORCE TO ACTIVATE (le. LEVER - OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED). SEPARATE LAVATORIES FOR PHYSICALLY DISABLED 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 CI EAR SPACE BETWEEN THE BAR AND THE WALL. 18, TOILET STALL [)COR(,-, SHALL BE THE SELF-CLOSING TYPE, 19. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO AIJ_ ACCESSIBLE LAVATORIES, 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 T&P RELIEF VALVE WITH A SEPARATE DRAIN TO EXTERIOR, AND A SHUT --OFF VALVE WITHIN 3 FEET ON COLD WATER SUPPLY LINE. 4. WATER SUPPLY LINES SHALL DE CPVC OR COPPER I SUPPLY LINES ARE INSTALLED, THE -MAXIMUM WATER HEATER IIEMPERATURE IS' 180 DEGREES F. 5. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE TYPE UNLESS OTHERWISE SPECIFIED, 6. DWV SYSTEM SHALL BE EITHER ABS OR PVC IPS SCHEDULE 40., 7. BUILDING DRAIN AND . CLEANOUTS ARE DESIGNED AND SITE -INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION. 8, TOILETS SHALL. BE ELONGATED TYPE WITH NON-=ABSORBENT OPEN, FRONT SEATS. 9. RESTROOM WALLS SHALL BE, COVERED -- .•WITH NONABSORDE�NT A/)TRIAL; TO -A MINIMUM HEIGHT OF �F8 , A,F,F.. . . 1 10. HOT WATER SUPPLY TOA FIXTURE. REQUIRING HOT''WATER :SHALL 'BE INSTALLED ON LEFT SIDE 0F FIXTURE. E, 11. WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE 'DIAMETER FOR GALVANIZED FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON CORROSIVE PIPE OR TUBE, 12. SHOWERS (WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120' F. 13. LAVATORIES OF PUBLIC RESTROOMS SHALL -BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GPM, OR'BE EQUIPPED WITH SELF-CLOSING VALVES (UNLESS DESIGNED FOR THOSE WITH PHYSICAL DISABILITIES). MAXIMUM WATER TEMPERATURE IS 110' F. COASTAL, MOD ULAR:..;,BUILDINGS, INC. 6101 45TH • STREET, NORTH ST, PETERSBURG, FLORIDA 33714-1035 MANUFACTURER ANG wfty 6yl REVISIONS N2._L DATE BY Q DEALER ASAP `. ALL RIGHTS RESERVED \ / E R r D PAGE • .. 1 ' � .. ; THIS DRAWING IS THE PROPERTY OF 0-6-aL 1 C O, Y !� MMLAF3 BUILDINGS, INC. AND SHALL NOT BE REPRODUCED, COPIED OR USED A5 THE BASIS DATE SCALE QUOTE # SER. NO; FOR THE MANUFACTURE OR SALE OF PRODUCTS 11/09/98 NTS 9067 14900-01 WITHOUT WRITTFN PFRMI'-:gION. ' ,ILL . I:Li 111'L: tJ. l_ IMAWH Is. AI'IIIVAL. # I'/\lA 2$ x 60 SBCc VI D , 'I�DAN/STAN Mp111698-4.0 I OF 6 .,III � IIIA REARELEVATION 1+i I ,Y: SCALE: 1/4" =1'-0►, ;� •II:: {{ .. ,. ala(, •. .• • ... • • • ' �' ; •.. ,, •• .•. � , • • • SII, • ; LES`' , SIDE ELEVATION SUE--INSTALLIE . ITEMS NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR .A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. 1, THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM, 2, RAMPS, STAIRS, AND. GENERAL ACCESS TO THE BUILDING. 3. PORTABLE FIRE EXTINGUISHER(S). 4. DRINKING WATER APPARATUS (WHEN NOT SHOWN ON PLAN), BUILDING DRAINS, CLEANOVTS, AND CONNECTION TO THE PLUMBING SYSTEM. 5. ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) TO THE BUILDING, 6. THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS ONLY). 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING LINE(S) (MULTI -UNITS ONLY). 8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN MODULES (MULTI -UNITS ONLY). 9. REQUIRED PLUMBING FACILITIES NOT PROVIDED IN THE MODULAR BUILDING ARE TO BE LOCATED IN ADJACENT BUILDING(S). SEE ATTACHED LETTER. 10. DRAINAGE PIPING BELOW FLOOR JOIST LEVEL ELEMATION N(S: i, 1. SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION, 2, ACCESSIBLE RAMP(S), STAIR(S), AND HANDRAILS ARE SITE -INSTALLED, DESIGNED BY OTHERS, AND SUBJECT TO LOCAL JURISDICTION. 3. FOUNDATION ENCLOSURE (WHEN PROVIDED) MUST HAVE 1 SQ,FT. NET VENT AREA PER 1/150th OF THE FLOOR AREA, AND AN 18"x24" MIN. CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION. 8 Ir DEC 0 g W8 D6d'I f�_ CEril . NU.OP- U� PLAN NI.4.13T:.I( Q!LU]�.f���1��� J'I'I'R JEQ I3Y CHARLE=S A. U;:�'I"F.: ZL%ii' ; JR, 17 1 WLUAM J. MOCAN . .E / '-393 TURNER STREET �! / CLEARWATER, FL 33756 L E. LIC. 50257. (� Ph: (M) 413-7990 ( si8na'iure ) APPROVED BY t . , , S I I I LISAPPRAVALCY 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 # 1 0���� WIND VELOCITY 110 FIRE RATING OF EXTERIOR WALLS 0 PLAN NO. CMB111698-40 -_ ALLOWABLE - ELOOR LOAD 2) / 1 0- APPRbVAL AI DEC T S MANVFACTUBER COASTAL ROM THIS BUILDING MAY BE MIRRORED ALONG AN AXIS PARALLEL TO THE SIDEWALL. A,CCJESSI13ILITY NUM: 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL. BE DISPLAYED AT ALL ACCESSIBLE RESTROOM 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 THE BASIN NO HIGHER THAN 34 INCHES ABOVE THE FLOOR FOR INDIVIDUALS IN Y+MEELCHAIRS. 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 RE ACCESSIBLE (le. 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 MINI M AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES RODS SHALL ,F A MAXIMUM OF 54 INCHES ABOVE THE FLOOR 48 INCHES MAXIMUM T ROD EXCEEDS 10 INCHES E N ° FROM WHEELCHAIR q N D STA�E F WH I , R 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 W INCHES ABOVE -THE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER IS LOWER. 6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE: ACCESSIBLE HARDWARE (le, LEVER -- OPERATED, PUSH -TYPE, U -SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE 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 'FOP 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 AfCLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE APRON, 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 SINK. THE SINK DEPTH SHALL HE 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. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS OPERABLE WITH ONE HAND AND REQUIRING LESS THAN 5 LBS. OF FORCE TO ACTIVATE (le. LEVER - OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED). SEPARATE LAVATORIES FOR PHYSICALLY DISABLED 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 CI EAR SPACE BETWEEN THE BAR AND THE WALL. 18, TOILET STALL [)COR(,-, SHALL BE THE SELF-CLOSING TYPE, 19. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO AIJ_ ACCESSIBLE LAVATORIES, 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 T&P RELIEF VALVE WITH A SEPARATE DRAIN TO EXTERIOR, AND A SHUT --OFF VALVE WITHIN 3 FEET ON COLD WATER SUPPLY LINE. 4. WATER SUPPLY LINES SHALL DE CPVC OR COPPER I SUPPLY LINES ARE INSTALLED, THE -MAXIMUM WATER HEATER IIEMPERATURE IS' 180 DEGREES F. 5. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH VALVE TYPE UNLESS OTHERWISE SPECIFIED, 6. DWV SYSTEM SHALL BE EITHER ABS OR PVC IPS SCHEDULE 40., 7. BUILDING DRAIN AND . CLEANOUTS ARE DESIGNED AND SITE -INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION. 8, TOILETS SHALL. BE ELONGATED TYPE WITH NON-=ABSORBENT OPEN, FRONT SEATS. 9. RESTROOM WALLS SHALL BE, COVERED -- .•WITH NONABSORDE�NT A/)TRIAL; TO -A MINIMUM HEIGHT OF �F8 , A,F,F.. . . 1 10. HOT WATER SUPPLY TOA FIXTURE. REQUIRING HOT''WATER :SHALL 'BE INSTALLED ON LEFT SIDE 0F FIXTURE. E, 11. WATER SERVICE PIPING SHALL BE NOT LESS THAN ONE INCH INSIDE 'DIAMETER FOR GALVANIZED FERROUS PIPING, OR 3/4" INSIDE NOMINAL DIAMETER FOR COPPER, OR APPROVED NON CORROSIVE PIPE OR TUBE, 12. SHOWERS (WHEN PROVIDED) SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET TEMPERATURE OF 120' F. 13. LAVATORIES OF PUBLIC RESTROOMS SHALL -BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GPM, OR'BE EQUIPPED WITH SELF-CLOSING VALVES (UNLESS DESIGNED FOR THOSE WITH PHYSICAL DISABILITIES). MAXIMUM WATER TEMPERATURE IS 110' F. COASTAL, MOD ULAR:..;,BUILDINGS, INC. 6101 45TH • STREET, NORTH ST, PETERSBURG, FLORIDA 33714-1035 MANUFACTURER ANG wfty 6yl REVISIONS N2._L DATE BY Q DEALER ASAP `. ALL RIGHTS RESERVED \ / E R r D PAGE • .. 1 ' � .. ; THIS DRAWING IS THE PROPERTY OF 0-6-aL 1 C O, Y !� MMLAF3 BUILDINGS, INC. AND SHALL NOT BE REPRODUCED, COPIED OR USED A5 THE BASIS DATE SCALE QUOTE # SER. NO; FOR THE MANUFACTURE OR SALE OF PRODUCTS 11/09/98 NTS 9067 14900-01 WITHOUT WRITTFN PFRMI'-:gION. ' ,ILL . I:Li 111'L: tJ. l_ IMAWH Is. AI'IIIVAL. # I'/\lA 2$ x 60 SBCc VI D , 'I�DAN/STAN Mp111698-4.0 I OF 6 Ifil,, n , I ♦ ♦ l!A T Sr rji f J -.r r I r: T i _.. //; % !' %' i r l %%' •.///i/i%//Jii�%//i ! .i,��ii � ri ri r r, .§ 1. ,./a•/ir•.!i/i/./i/iri//[//�/iii/a%i/�%%� 1,114` r, i /STRA�PS INDICATES NO. OF STEEL STRAPS INSTALLED AT # "PPORT COLUMN LOCATIONS (EA, HALF) STUDS INDICATES NO. OF STUDS INSTALLED AT SUPPORf,�OLUMN LOCATIONS (EA. HALF) ISOLATED COLUMNS AND COLUMNS AT ENDS OF: MATE LINE WALLS ARE MANUFACTURED OF 2x4 SPF #2 LUMBER. ALL COLUMN STUDS SHALL,.-bE GLUE/NAILED TOGETHER WITH PVA GLUE:, 1009 COVERAGE. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED, ALL STEEL, STRAPS AT SUPPORT COLUMN LOCATIONS SHALL BE 1--1/2"X 26 GA. WITH (10) .1310" NAILS EACH DOUBLE STRAP END, OR EQUAL, FROM RIDGE BEAM TO COLUMN AND COLUMN TO FLOOR UNLESS OTHERWISE NOTED, ..� o xu• 96'-••I1 7/8" NOTE: FLOOR DEPT. FLOOR BLOCKING REQUIRED UNDER COLUMNS HURRICANE STRAP LOCATIONS 2'-0" 22'-0" 28'--8" 35'-4" 42'-0" 48'-8" 55'-4" AND 2'-0" EACH SIDE OF SUPPORT COLUMNS 3" VTR WC 3" 1 ." 1 112.. V L.AV 3" TO WASTE TERM, 2" VTR LAV 1 1 /7 AUTO VENT aINK ` 1 1/ 3,. IJ 3„ 1 1/2' WC 3" TO WASTE TERM, 2" TO WASTE TERM,. DW NCTM DIMENSIONS INCLUDE INTERIOR WALL COVERING CFNLY ' H FLOOR DEPT: ON FLOOR A, OFFSET JOIST LOCATED AT 32", RELOCATE TO 28", ON FLOOR B, OFFSET JOIST LOCATED AT 32", RELOCATE TO 28". 'LLS, FLOOR, & CEILING 3/8" GYPSUM FLOOR DEPT,— INSTALL TRIPLE FLOOR JOISTS AT THE FOLLOWING LOCATION FOR THE SITE INSTALLED HEADER: MODULE "A": 8'-9 1/4" MODULE "B": 8'-9 1/4" Up 1491 I S mwLS: i i • I j SM30LS: BETWEEN INTERIOR WALL STUDS RIDGE BEAMS 1 -•HOUR FIRE RATED WALL _ T _ MATELINE FROM TO MATERIAL _ MPIF DUPLEX RECEPTACLE 0 42" A.F.F. (UNLESS NOTED) A SIDEWALL 0'-0" 23'-4" EDGE RAIL -- 2x4x23'- 4" SPF 2 _ A SIDEWALL 23'--4 46'-0" TEC --LAM 1 112 tox24%22'_8 A SIDEWALL, 46'-0" 60'-0 EDGE RAIL 2x4x14 - O SPF #2 _ A B 0'-0"8'-8 1, 4 PLYWOOD + EDGE: RAIL 2 LAYERS 3 4`x24"x13'-81 4'" + 2x4x8'--8 1/4"- A B Touo� 'HEADER SIZE JACK.$ 2 LAYERS 1 1 2% 24 x48, •-0 A B 56'-8 1/4" 60'-•0" PLYWOOp + EDGE: RAIZ_ 2 LAYERS 3 OPENING B SIDEWALL STUDS LAUH) Wr EDGE RAIL 2x4x6O'-0" SPF #2 ELECTRICAL BOX DEALER - -A TELEPHONE JACK 0 16" A.F.F. (UNLESS NOTED) �AA ��rr C1►e SAR ....•� .•. . , K 0 42" A.F.F. (UNI.E55 IVUiE:D) _T ELT,JAC j r TELEPHONE FLOOR J -BOX FLOOR PLAN T A/C THERMOSTAT 0 53" A.F.F' •` mp"- WEATHERPROOF PHOTOCELL ril • 1• ,.#2 Q WALL MOUNTED JUNCTION BOX 0 16" A,F.F. (UNLESS ,NOTED) SPF J CEILING MOUNTED JUNCTION BOX -� QUOTE # SER. N0, 14900--1 �7 FLOOR MOUNTED JUNCTION BOX 1/4"=1'-•0" 9067 Q P J-•BOx 0 48 A.F.f'. FOR PULL STATION - TO BE SIZE CODE TYPE_,..,j WIRED BACK TO HORNSTROBE 2x4 SINGLE GANG DRAWN BY APPROVAL # PAGE' 2 �I J --BOXES 0 48 & 80 A.F.F. FOR PULL STATION AND SE3CC . VI B 211 HORN/STROBE: (48BOX: 2x4 SINGLE: GANG) ( 0" BOX: 4x.4 DOUBLE GANG) i J -BOX 80 0 A.F.F. FOR STROBE ONLY ; 04 DOUBLE GANG � I EXIT IL U IINNATTED EXIT > I LUMINATED EXIT SIGN 1 yl EXIT SIGN W/E3ATTERY BACK-UP. #2 SPF ` EMERGENCY LIGHT.0 84" A.F.F. EXHAUST FAM -100 CFM (UNLE:SS NOTED) ! 72x8O 1 2X4 FLAT -- 1 alalr... .•71R.��ri!��l. LAI FIXTURE 60w MAX.) _Y LIGHT FIXTURE 15w MAX. • • / . - WEATHERPROOF LIGHT vP, MATHERPROO17 LIGHT "PORCH" (60w MAX.) "FLOOD" 300w MAX.Z:_ FLOURESCENT LIGHT FIXTURE -•DIFFUSED (87,6N' MAX.) 1#2 SPF fV4161;J FLOURESCENT LIGHT FIXTURE- RECESSED (87.6w MAX.) r • �• rel •»��� ;��J•AA �y '' 1 'J ♦u11 WACA:'{LIt I 1 • ROUGH HEA1 ER SIZE!" JACKS OPENING r 1 �ti , ewal�l�i is ij 3" VTR WC 3" 1 ." 1 112.. V L.AV 3" TO WASTE TERM, 2" VTR LAV 1 1 /7 AUTO VENT aINK ` 1 1/ 3,. IJ 3„ 1 1/2' WC 3" TO WASTE TERM, 2" TO WASTE TERM,. DW NCTM DIMENSIONS INCLUDE INTERIOR WALL COVERING CFNLY ' H FLOOR DEPT: ON FLOOR A, OFFSET JOIST LOCATED AT 32", RELOCATE TO 28", ON FLOOR B, OFFSET JOIST LOCATED AT 32", RELOCATE TO 28". 'LLS, FLOOR, & CEILING 3/8" GYPSUM FLOOR DEPT,— INSTALL TRIPLE FLOOR JOISTS AT THE FOLLOWING LOCATION FOR THE SITE INSTALLED HEADER: MODULE "A": 8'-9 1/4" MODULE "B": 8'-9 1/4" Up 1491 I S mwLS: i i • I j SM30LS: BETWEEN INTERIOR WALL STUDS RIDGE BEAMS 1 -•HOUR FIRE RATED WALL _ T _ MATELINE FROM TO MATERIAL _ SIZE_ DUPLEX RECEPTACLE 0 42" A.F.F. (UNLESS NOTED) A SIDEWALL 0'-0" 23'-4" EDGE RAIL -- 2x4x23'- 4" SPF 2 _ A SIDEWALL 23'--4 46'-0" TEC --LAM 1 112 tox24%22'_8 A SIDEWALL, 46'-0" 60'-0 EDGE RAIL 2x4x14 - O SPF #2 _ A B 0'-0"8'-8 1, 4 PLYWOOD + EDGE: RAIL 2 LAYERS 3 4`x24"x13'-81 4'" + 2x4x8'--8 1/4"- A B S —8 1 4�� � 56'-8 '1 4 TEL.. --LAM . 2 LAYERS 1 1 2% 24 x48, •-0 A B 56'-8 1/4" 60'-•0" PLYWOOp + EDGE: RAIZ_ 2 LAYERS 3 4 x24' x3'-3 374-" + 2x4x3 -3 3 4 B SIDEWALL 0'-0" 60'-0" EDGE RAIL 2x4x6O'-0" SPF #2 3" VTR WC 3" 1 ." 1 112.. V L.AV 3" TO WASTE TERM, 2" VTR LAV 1 1 /7 AUTO VENT aINK ` 1 1/ 3,. IJ 3„ 1 1/2' WC 3" TO WASTE TERM, 2" TO WASTE TERM,. DW NCTM DIMENSIONS INCLUDE INTERIOR WALL COVERING CFNLY ' H FLOOR DEPT: ON FLOOR A, OFFSET JOIST LOCATED AT 32", RELOCATE TO 28", ON FLOOR B, OFFSET JOIST LOCATED AT 32", RELOCATE TO 28". 'LLS, FLOOR, & CEILING 3/8" GYPSUM FLOOR DEPT,— INSTALL TRIPLE FLOOR JOISTS AT THE FOLLOWING LOCATION FOR THE SITE INSTALLED HEADER: MODULE "A": 8'-9 1/4" MODULE "B": 8'-9 1/4" Up 1491 I S mwLS: i i • I j SM30LS: BETWEEN INTERIOR WALL STUDS 1 -•HOUR FIRE RATED WALL DUPLEX RECEPTACLE 0 16" A.F.F. PANEL W K VA RECESSED INCANDESCENT CAN LIGHT 75W MAX, WIRE SIZE CU. NM. W/G ,0035 KW x 020 SQ.FT. x 1,25 _ DUPLEX RECEPTACLE 0 42" A.F.F. (UNLESS NOTED) 10 RECEPT'S 0 180 VA / 1000 _ _1:8 1 WATER HEATER 0 1.5 x 1.25 ___ 1.9 �— FANS 0 .18 KW x 1.25 _ QUADPLEX RECEPTACLE 0 16" A.F.F. (UNLESS NOTED) .I H VAC _ 10.9 RECESSED INCANDESCENT WALL WASHER APPROVALDATE DFf' 0 F! B 1 VAL DER � RECPTACLE 220v aro 16" A.F.F. � 12-2 CAN LIGHT 75W MAX. 4-8 B ,RECPTACLE 7.20v 0 42" A.F.F (UNLESS NOTED) _- PANEL "B" KVA _QMERAL�iCL ,0035 KW x x620-_ SQ.FT. x 1.25 FLOOR DUPLEX'— —FLS PLEX -- Z_ RECEPT'S 9 180 VA / 1000 _ 1.26 RFC' HALOGEN CAN LIGHT 75W MAX. NO. ' _]- FANS 0 .18 KW x 1,25 _ yA RECEPTACLE RECEPTACLE H VAC __ 10.9 HALOGEN = $ SWITCH 0 48" A.F.F. 3 -•WAY SWITCH 0 48" A.F.F. •' 240 x 1000,�� I ► I ELECTRICAL BOX DEALER - -A TELEPHONE JACK 0 16" A.F.F. (UNLESS NOTED) �AA ��rr C1►e SAR ....•� .•. . , K 0 42" A.F.F. (UNI.E55 IVUiE:D) _T ELT,JAC j r TELEPHONE FLOOR J -BOX FLOOR PLAN T A/C THERMOSTAT 0 53" A.F.F' •` mp"- WEATHERPROOF PHOTOCELL Q WALL MOUNTED JUNCTION BOX 0 16" A,F.F. (UNLESS ,NOTED) DATE: J CEILING MOUNTED JUNCTION BOX -� QUOTE # SER. N0, 14900--1 �7 FLOOR MOUNTED JUNCTION BOX 1/4"=1'-•0" 9067 Q P J-•BOx 0 48 A.F.f'. FOR PULL STATION - TO BE SIZE CODE TYPE_,..,j WIRED BACK TO HORNSTROBE 2x4 SINGLE GANG DRAWN BY APPROVAL # PAGE' 2 �I J --BOXES 0 48 & 80 A.F.F. FOR PULL STATION AND SE3CC . VI B 211 HORN/STROBE: (48BOX: 2x4 SINGLE: GANG) ( 0" BOX: 4x.4 DOUBLE GANG) i J -BOX 80 0 A.F.F. FOR STROBE ONLY ; 04 DOUBLE GANG � I EXIT IL U IINNATTED EXIT > I LUMINATED EXIT SIGN EXIT SIGN W/E3ATTERY BACK-UP. ` EMERGENCY LIGHT.0 84" A.F.F. EXHAUST FAM -100 CFM (UNLE:SS NOTED) ! EXHAUST FAM &LIGHT COMBO -100 CFM (UNI:F:SS NOTED) I r INCANDESCENT LIGTH RECESSED INCANDESCENT FIXTURE 60w MAX.) _Y LIGHT FIXTURE 15w MAX. P, ll WEATHERPROOF LIGHT vP, MATHERPROO17 LIGHT "PORCH" (60w MAX.) "FLOOD" 300w MAX.Z:_ FLOURESCENT LIGHT FIXTURE -•DIFFUSED (87,6N' MAX.) FI.OURESCEN'F LIGHT FIXTURE - (175.2w MAX.) • FLOURESCENT LIGHT FIXTURE- RECESSED (87.6w MAX.) r rte! W-11 1/2" "_ to o II I II 1• Ely W-91/2" t. rl V-9 I/2' CM NET EIWAnON HQT QOLD - AAXISISBUILDING PARALE:L TO MIRRORED 51DEWAL . 10 ALL SUPPLY LINES SHALL BE 3/4 AND ALL STUB -UPS SHALL BE .1/2" UNLESS OTHERWISE SPECIFIED, SUPPLY LINE SIZING IS BASEp ON AN ASSUMED AVAILABLE PRESSURE OF 46 TO 60 PSI AT MAIN INLET AND SHOULD BE VERIFIED PRIOR TO CONSTURCTION. — _ - stany ] vvdl "WAM J, MOCANN, .E, ,1663 TURNER STREET CLEARWATER, FL 33756 Ph: (727) 443-7660 L. LIC• #50252 APPROVED BY r cl a t! LISTING AGENCY �— APPROVAL (HESE PRINTS COMPLY WITH THE 'LORIDA MANUFACTURED BUILDING OCT OF 1979 CONSTRUCTION CODES 1ND ADHERE TO THE FOLLOWING 'RITERIA: O,QNST. TYPE VI �UPAN��Y B 8" DIAMETER FIBERGLASS FLEX DUCT ISA. R--11 SOUND BATT INSULATION BETWEEN INTERIOR WALL STUDS 1 -•HOUR FIRE RATED WALL WIN? YELL' -110-- PANEL W K VA GENERAL. LIGHTINQ WIRE SIZE CU. NM. W/G ,0035 KW x 020 SQ.FT. x 1,25 _ 3.59 10 RECEPT'S 0 180 VA / 1000 _ _1:8 1 WATER HEATER 0 1.5 x 1.25 ___ 1.9 �— FANS 0 .18 KW x 1.25 _ .23 .I H VAC _ 10.9 OTHER — APPROVALDATE DFf' 0 F! B 1 VAL DER OTHER ----- LIGHTS RECEPT !QTAL —.1- .4.2 12-2 TOTAL: / 240 x 1000 _ 76.75 _ 4-8 B IN5TALL 100 AMP PANEL (120/24OV, 10) PANEL "B" KVA _QMERAL�iCL ,0035 KW x x620-_ SQ.FT. x 1.25 Z_ RECEPT'S 9 180 VA / 1000 _ 1.26 - WATER HEATER 0 1.9 x 1,25 NO. ' _]- FANS 0 .18 KW x 1,25 _ •23 H VAC __ 10.9 OTHER = OTHER --- —= 240 x 1000,�� INSTALL 100 AMP PANEL (120/240V, 10) WABLE # 4E�OFL49.B5 E aE ,*l RZC SCfMDUU WIN? YELL' -110-- CIRCUIT # NOMENCLATURE Itttkittit BREAKER (AMPS) WIRE SIZE CU. NM. W/G FIRE: RATING OF FK ,RIOR WALLS_ -_Q-__. PIAN N0, CMBI I J 698 - 40 ALLOWABLE LQAD 50,1 Li (a— � 1,3 A-13 HVAC 60 A 2F' _.__§--2/8 GNn 2 A WATER HE:ATEF, 20A 1P 12.-2 APPROVALDATE DFf' 0 F! B 1 VAL DER 4-8 A LIGHTS RECEPT 20A 1P 12-2 ?—P,�1 COQ -- _..• 4-8 B LIGHTS RI_CEPTS 20A 1P 12.-2 ALL RIGHTS RESERVED THIS DRAWING IS THE PROPERTY OF -QQAIIAL AND SHALL NOT BE REPRODUCED, COPIED OR USED AS THE BASIS FOR THE MANUFACTURE OR SALE OF PRODUCTS WITHOUT WRITTEN PERMISSION. ALL PORTABLE APPLIANCES, INCLUDING W/H, TO HAVE BREAKER LOCK IF NOT WITHIN VIEW OF ELECTRIC PANEL, COASTAL MODULAR BUILDINGS, INC. 6101 45TH STREET, NORTH ST. PETERSBURG, FLORIDA 33714-. '1035 MANUFACTURER ENGINEERED DY; REVISIONS NO. ' DATE BY Lr. _ n: DEALER r �AA ��rr C1►e SAR j r FLOOR PLAN DATE: SCALE QUOTE # SER. N0, 14900--1 11-9-98 1/4"=1'-•0" 9067 SIZE CODE TYPE_,..,j USE DRAWN BY APPROVAL # PAGE' 2 28x60 SE3CC . VI B 211 CME311-1698-40 ` k� � i ! W�Nj 1r'�l�tY�'^'.,�tr�ai!iavwiwr.i.�M+y*m M�rf'i'1�t1� �1 �4�If17{};fi:.�6m.�..�.!+!.w�.��.r.«.......»,.. ........ ..... .. ,. .[ � -- --- •• -- - - -�-• r SPECIRCAnONSA 60' 11'-11 1 4" — 46,-0 3/4» 2'I'-0 3,/4" 14 3/8" 2h'�N6� /4' -,,- 13-43/a" 1'-10 1/8 52'-9" :) CJ 01D " PN dE, WITH 3/8"NM WALLS, FGYP1iUM CEILING ... _. I_.. ...» �r Ertl .YW ""* �. •wl en.. ...11 .A, ,,.. wq "w" r. �, . +m.,l s.l wr ru �r ww ,+u T ..nM MI Yl0 7' 4" 21x9 � 3,5 TON HVAC'INSTALLED PER ._ ... �, ... _. — •-• --� --• — -- W.. — MFG R. SPEC, W/10 KW HEAT �1-7- 23'-4" f WITH FRTRIP ESH AIR INTAKE S 38 4" 26'-0" _ �. _ 240V, 1 BARD WA421-A10 43'- J �.,. _ ... .... .. ... ............, a f r. r» ... 13x9 if- - __ - - - 21x9 f 29x9 0 0� 14906 \ CKT;ytA6c3A AV— cc 21 (9 1 � � - i 7 1 p' 21 X9 MFG R N HVAC SPEC , W% 0 KWCIHEA1 STRIP 1250 CFM ®.5 IWO ESI WITH FRESH AIR INTAKE 240V, 1� BARD WA421-A10 '' a Qt 101 � 13x9 � �� 21x9 .' i + ,� �..... r., _0 43' -.4» i ;•6T„0” j fr CKT 19 do 3B ?g' I *I 21X9 N L.,. _ ._ ... rr �., .........,..,.......� ..., _ _ ..�._ .. _,. ....._ _ ..., .., 42" 11'-0 1/2" 1 1 Lft- 62�-�l- �- . \ / 1 L13.--t-3/e 4a'-51/4" �� 11'-•6 3/4" _ 26'--11 7/a•17 131-8 SJ IlI J1.ltll Ate: -- RECESSED INCANDESCENT CAN LIGHT 75W MAX. - RECESSED INCANDESCENT WALL WASHER �T CAN LIGHT 75W MAX, RECESSED HALOGEN CAN LIGHT 75W MAX, HALOGEN AF'�FIFWED BY E;'�:'�'•.. iia �.'" ��� ,!j LISTING AGEN(.'Y _ APPROVAL �THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING, ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA: ALLOWABLE # D_11 8 . _. _L_ .WJ�-1�2CIn .11D_ FIRE RATING OF' -moi RM WALLS 0 PLAN NO. CMB111698-40 ALLOWABLE APPROVAL -DATE MANV AC.FURER COA5TA�_ COA` 6101 .4`. ST, PET ENGINEERED HY: DEALER THIS BUILDING MAY BE MIRRORED ALONG ! A.SAT• AN AXIS PARALLEL TO THE SIDEWALL. -- HVAC FLAN / REF WI I Ir -� 'MLUAM J. MOCANN, .E 1663, TURNER STREET 56 pi (727)MZ-7000 . FL ,E, LIC, #50252 DATE SCALE QUOTE 11-9-98 1/4"=1 0 906 SIZE CODE TYPE 28x60 13CC VI SYM30LS: D0.01_ SCHEDULE ,:-- DUPLEX RECEPTACLE 0 42" A.F.F. (UNLESS NOTED). III ^—gUADPLEX RECPTACLE 2.20v V 16" A.F.F. RE:CPTACLE 220v V 42" A.F.F (UNLESS NOTED, DOOR # SIZE ROUGH OPENING HEADER SIZE JACKS EA STUDS a 'TELEPHONE JACK 0 42". A.F.F. (UNLESS NOTED) _ TELEPHONE FLOOR J -BOX DED Ow'a, M1iATHERPROOF PHOTOCELL 0 WALL MO_UNTE:D JUNCTION BOX 0 16" A.F.F. (UNLESS; NOTED) - J CE:ILINO MOUNTED ,IUNCTION Box 72x80 74 3/4x81 2 2x,15 3S. 1J HORN/STROBI: (413" BOX: 2x.4 SINGLE GANG) a0" BOX: 4x4 DOIJBLE GANG)_--- - J -•BOX W 50"' A F fA F f". FOR STROBE ONLY / �--� ex17 I LUMI ATED [EXIT > ILLLIMINAFED EKIT SISIGN EXIT SIGN W_ 3ATTEi:?Y BACK -LIP #2 SPF #2 SPF _CFM EXHAUST FAN & LIGHT COMB0--100 CFM (UNLESS NOTED)T T w,P, WEA ERP OF LIGHT A.P. WEATHERPROOF LIGHT "PORCH" 60w MA);1� "FLOOD" 000w MAX _ FLOURESCEN'F LIGHT FIXTURE --DIFFUSED (87.6w MAX.) FLOURESCENT LIGHT FIXTURE -DIFFUSED (175.2w MAX.) © 38x80 38x82 1 2x4 FLAT #2 SPF 2S #2 SPF. 8" DIAMETER FIBERGLASS FLEX DUCT. U=1 R-11 SOUND BATT INSUL-ATIDM BETWEEN INTERIOR WALL STUDS__ - CED 38x80 37 1/401, 1 20 FLAT #2 SPF :' 2S #2 SPF -j-Q—. WATER HEATER 0 1.5 , ): 1.2,15-- _ _.2 � J 72x80 Ell --FOLD 73x81 1 2x4 FLAT #2 SPF 1S #2 SPF {, TOTAL, / 240 x 1000 _Z5_-75__ T PANEL '3" KVA 48x80 81 -FOLD 49x81 .1 2x4 FLAT #2 SPF 15 #2 SPF 23 1 FANS 0 .18 KW x 1.25 - --10 g HVAC ---- ---- 0THER- WINDOW •SCH.EDU IQIA.I. QJ / 240 x 1000 § •INSTALL 1012.T AMP PANEL (120/240\/, 10) WINDOW # SIZE: ROUGH HEADER SIZE OPENING JACKS ' I STUDS FF7 , ' BREAKER WIRE SIZE: 30X53 24 1/243 1/2 2 2P 25F2 SPF W/o 1,3 A -B HVAC TEMPERED 7 #225Pr #2 SPF SJ IlI J1.ltll Ate: -- RECESSED INCANDESCENT CAN LIGHT 75W MAX. - RECESSED INCANDESCENT WALL WASHER �T CAN LIGHT 75W MAX, RECESSED HALOGEN CAN LIGHT 75W MAX, HALOGEN AF'�FIFWED BY E;'�:'�'•.. iia �.'" ��� ,!j LISTING AGEN(.'Y _ APPROVAL �THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING, ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA: ALLOWABLE # D_11 8 . _. _L_ .WJ�-1�2CIn .11D_ FIRE RATING OF' -moi RM WALLS 0 PLAN NO. CMB111698-40 ALLOWABLE APPROVAL -DATE MANV AC.FURER COA5TA�_ COA` 6101 .4`. ST, PET ENGINEERED HY: DEALER THIS BUILDING MAY BE MIRRORED ALONG ! A.SAT• AN AXIS PARALLEL TO THE SIDEWALL. -- HVAC FLAN / REF WI I Ir -� 'MLUAM J. MOCANN, .E 1663, TURNER STREET 56 pi (727)MZ-7000 . FL ,E, LIC, #50252 DATE SCALE QUOTE 11-9-98 1/4"=1 0 906 SIZE CODE TYPE 28x60 13CC VI SYM30LS: 0 DUPLEX RECEPTACLE '0 16" A.F.F. ,:-- DUPLEX RECEPTACLE 0 42" A.F.F. (UNLESS NOTED). RECEPTACLE '0 16"`A,F.F. (UNLESS NOTED) T ^—gUADPLEX RECPTACLE 2.20v V 16" A.F.F. RE:CPTACLE 220v V 42" A.F.F (UNLESS NOTED, FLOOR UUPLEX FL00 2 DPLE RECEPTACLE_-_ RECEPTACLE t SVVITCH 0 48" A.F.F. 3 --WAY SWITCH 0 >8" A.F.F. I "II ELECTRICAL PANEL BOX TELEPHONE JACK 0 16" A.F.F. (UNLESS NOTED) a 'TELEPHONE JACK 0 42". A.F.F. (UNLESS NOTED) _ TELEPHONE FLOOR J -BOX A/C THERMOSTAT 0 53" A.F.F- Ow'a, M1iATHERPROOF PHOTOCELL 0 WALL MO_UNTE:D JUNCTION BOX 0 16" A.F.F. (UNLESS; NOTED) - J CE:ILINO MOUNTED ,IUNCTION Box FLOOR MOUNTED JUNCTION BOX_ J -•BOX 4® 8 A,F,FFOR PULL STATION ,- TO E E_ . nJ P WIRED EIACK. TO HORN STROBE: 2x4 SINGLE GI\� �I J -BOXES ®�E8 & 80 A.F,F, FOR PULL STATION AND HORN/STROBI: (413" BOX: 2x.4 SINGLE GANG) a0" BOX: 4x4 DOIJBLE GANG)_--- - J -•BOX W 50"' A F fA F f". FOR STROBE ONLY 4x4 DOUBLE GANG! ex17 I LUMI ATED [EXIT > ILLLIMINAFED EKIT SISIGN EXIT SIGN W_ 3ATTEi:?Y BACK -LIP EMERGENCY LIGHT 0 84" A.F.F. EXHAUST FAIN -100 (UNLLSS NOTED) _ _CFM EXHAUST FAN & LIGHT COMB0--100 CFM (UNLESS NOTED)T INCANDESCENT LIG f}I RECESSED, INCANDESCENT FIXTURE 60w MAX) : LIGHT FIXTURE 75w MAX. w,P, WEA ERP OF LIGHT A.P. WEATHERPROOF LIGHT "PORCH" 60w MA);1� "FLOOD" 000w MAX _ FLOURESCEN'F LIGHT FIXTURE --DIFFUSED (87.6w MAX.) FLOURESCENT LIGHT FIXTURE -DIFFUSED (175.2w MAX.) �q FLOURESCENT LIGHT FIXTl1RE---RECE'SSED (87.6w MAX.) Ftz 2x12 SUPPLY�12x12 I�ETURN AIR REGISTER AIR _REGISTER — ® HVAC PRE55lIRE RELIEF VENT TEIRU ROOF _ 8" DIAMETER FIBERGLASS FLEX DUCT. U=1 R-11 SOUND BATT INSUL-ATIDM BETWEEN INTERIOR WALL STUDS__ - &Z= 1 -,HOUR FIRE RATED WALL PANEL -")V KVA GENERA% LIGI r�N!a ,0035 KW x J129 SQ.FT, x 1.25 ___.. _ .59 1.6 _ 1.8 RECEPT'S 0 180 VA /,10001.9 -j-Q—. WATER HEATER 0 1.5 , ): 1.2,15-- _ _.2 _�• FANS 0 .18 KW x 1.25 --- HVAC----�09' OTHER -- -- OTHER _ TOT& _ 18-4L_ TOTAL, / 240 x 1000 _Z5_-75__ IN TALL :()I) AMP PANEL (120/24OV, 10) PANEL '3" KVA QENL:'3A1p_LLGI±Tl` Q. .0035, KW x f�Q"Sq.FT. x 1,25 . 3.59 RECEPT"S 0 180 VA / 1000 1.26 -- WATER HEATER 0 1.9 x'1,25 _ 23 1 FANS 0 .18 KW x 1.25 - --10 g HVAC ---- ---- 0THER- 0THE-R ---- IQIA.I. QJ / 240 x 1000 § •INSTALL 1012.T AMP PANEL (120/240\/, 10) E� 1 lic SIC CIRCUIT NOMENCLATURE BREAKER WIRE SIZE: (AMPS) CU. NM. W/o 1,3 A -B HVAC 60 A 2F? _20A 6--2 8 GND 2 A WATER HEATER 1P 12.-2 4-8 AI.IGH CS RE�CEP F5 20A 1P 4-8 E3 LIGHTS RE:CEP FS 20A 1P 12-2 _ ALL FORT/1BLE APPLIANCES, INCLUDING W/H, -CO^ HAVE BREAKER LOCK IF NOT WITHIN 'VIEW OF ELECTRIC PANEL. 3TAL MODULAR BUILDINGS, INC. TH STREET, NORTH ERSDURG, FLORIDA 33714—'103ri MANUFACTURER VonaREVISIONS . N0. DATE BY 12-2_538 I: ECTIVE CEILING # 5ER, N0. ' 1'x-900-1 wnwrAwww - •� . USE DRAWN BY APPROVAL # PAGE 4 8 211 CM8111698-40 LISTED TRUSSES ® 16" O.C. CHORD - .#CM814-005 20" RIM MEMBER 7x4 SPF #2 MIN. TOENAILED .131"x3" NAILS FROM TRUSS TO TOP PLATE AT 3" O.C. (FULL PERIMETER) 26 GA, x 1 1/2w STEEL STRAP FROM WALL STUD TO TRUSS RIM MEMBER AT ALL OPENING STUDS, AT 16" O.C. FOR FIRST & LAST 4'-0" AND AT 32" O.C. REMAINDER; FASTEN w/.131"0" GUN NAILS PER STRAP END (TYP. SIDEWALLS AND ENDWALLS) TYP. WINDOW SILL -- WALL INTERIOR FINISH, SEE SPECS FOR MATERIAL 20 SPF #2 WALL STUDS ® 16" O.C. 9'-O" WALL HEIGHT WALL INSULATION 2x4 SPF #2 BOTTOM PLATE FLOOR INSULATION r 26 GA. x 1 1/2* STEEL STRAP FROM WALL STUD TO FLOOR RIM MEMBER AT ALL OPENING STUDS, AT 16" O.C. FOR FIRST & LAST 4'-0" AND AT 32" O.C. REMAINDER; FASTEN w/.131"0" GUN NAILS PER STRAP END (TYP. SIDEWALLS AND ENDWALLS) INSTALL (2) 3/8"x3" LAG SCREWS FROM TOP FLANGE OF OUTRIGGER INTO FLOOR, AND/OR RIM JOIST ABOVE (TYP. EACH OUTRIGGER) OUTRIGGER &'CROSSMEMBER SPACING O 48" O.C. MAX. FLWR , DC qG UNDER _/ M LUMS FLOOR JOISTS MATELINE RIM 0161, O.C. JOISTS CLUE --NAIL BLOCK TO RIM JOIST WITH KC -27 OR EQUIV. 6w. O.C,1 31 STAGGERED 10d) 2-•24 SPF.#2 BETWEEN ENDS OF JOISTS UNDER COLUMN SUPPORTS, SEE FLOOR PLAN FOR LOCATIONS /" OF COLUMNS SEE FLOOR PLAN FORD DUCT SPECIFICATIONS. SINGLE TOP, PLATE 2x4 SPF #2 (LISTED TRUSSES TO BE LOCATED DIRECTLY OVER WALL STUDS BELOW) DECKING M12x1O.8 1 -BEAM 34 1 /2" 13'--8" cxoss SEMON SCALE: 1/2°=1'-0" 7 3" CROSSMEMBER (TO ON OU1 SITE INSTALLED 3/8" x 6" LAG SCREWS STAGGERED FROM SIDE ,45 MIL EPDM ROOFING OVER TO SIDE AT 16" O.C. MAX. LAG 7/16" O.S,B. SCREWS MUST PENETRATE 1" MIN. INTO ADJACENT MODULE )GE BEAM NOTE THIS PAGE RIDOEOEAM OR TRUSS, TYP, AN CHART ON FLOOR PLAN 24" z4" ROOF INSULATION FASTEN FIRST RIDGEBEAM TO EACH TRUSS CEILING INT. FINISH w/(5) .131"x3" NAILS; (1) INTO TOP CHORD, (1) INTO BOTTOM CHORD AND (3) NAILS BETWEEN 1/2" x 2" PLYWOOD COMPRESSION FASTEN SECOND RIDGEBEAM TO FIRST STRIP AT ALL EXTERIOR WALLS AND RIDGE BEAM W/ FULL GLUE COVERAGE AT ALL MATELINE WALLS, TYP. AND .131 x 3" GUN NAILS. SPACE NAILS 1" FROM EDGE W/ 3 MORE NAILS EQUALLY NAILS EQUALLY SPACED IN BETWEEN, SPACE NAILS HORIZONTALLY 6" O.C. ON USE 3" BEAM —,FLOOR JOISTS AT 16" Q.C. 48" TYPICAL T&G JOINT (TYPICAL) SITE INSTALLED 3/8"x3" LAG SCREWS 34 1/2" STAGGERED DE AT 46" O.C. MAX. LAG DSCREWS E TO I MUST PENETRATE 1" MIN. INTO ADJACENT MODULE RIM JOIST. LENGTH. 3/16" FILLET TG WELDS SIDE OF ALL FLANGES AND S AT ALL OUTRIGGERS AND SSMEMBERS. . SECTIQN 1-1/2" GA. OUTTRIGGER L•/�/ r IEC 9, SCALE: NONE ZOSSMEMBER, t�- )CATED OPPOSITE 1 -1/2- -1/2"Z R AS SHOWN) 2, 3, RIDGE BEAM MUST BE CONTINUOUS OVER CLEARSPAN, BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER�� BLOCK ROOF EDGES AND CONTINUOUS PANEL EDGES WITH MIN. 2x LUMBER AND FASTEN SHEATHING WITH 10d o NAILS FOR A DISTANCE OF 8'-0" FROM EACH END OF ROOF, FASTENING SHALL BE: 27'-4" " BOUNDARY EDGES 4" O.C. I I I STAGGER JOINTS OTHER PANEL EDGES: 4" O.C. I I 48" O.C. FIELD: 6" O.C. L L J— J 2X BLOCKING NOMINAL BLOCKING ENDWALL AT ENDWALL 7/16" RATED SHEATHING (MIN.) TO BE FASTENED TO TRUSSES WITH 10d NAILS 4" O.C. EDGES, 6" O.C, FIELD (UNLESS NOTED OTHERWISE) -ROOF SllFAG DETA a SCALE: 'NONE 20" 2.73 SQUARE FEET NET FREE AREA OF ATTIC VENTILA11ON TO BE PROVIDED BY ROOF AND/OR GABLE VENTS; TYP. EA, MODULE EXTERIOR FINISH: 5/16" HARDI-PANEL (PAINTED) EXTERIOR WALL STRUCTURAL BRACING SIDEWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL CONSIST OF A 4'-0" MIN. WIDTH SHEET EXTENDING CONTINUOUSLY FROM TOP OF ROOF TAPERS TO BOTTOM OF FLOOR RIM JOIST, WITH ALL SHEATHING EDGES EXTENDING 3/4" MIN. OVER 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING, BRACING SHALL BE CONTINUOUS FULL PERIMETER, BRACING MATERIAL/FASTENING: 5/16" HARDI-PANEL FASTENED WITH 11 GA. x 1 1/2" GALV. ROOFING NAILS 6" Q.C. EDGES, 12" O.C. FIELD. ENDWALLS: BRACING. INSTALLATION: STRUCTURAL SHEATHING SHALL CONSIST OF A 4'-0" MIN, WIDTH SHEET EXTENDING CONTINUOUSLY FROM TOP OF ROOF RAFTERS TO BOTTOM OF FLOOR RIM JOIST, WITH ALL SHEATHING EDGES EXTENDING 3/4" MIN. OVER 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING, BRACING SHALL BE CONTINUOUS FULL, PERIMETER, BRACING MATERIAL/FASTENING: 5/16" HARDI-PANEL FASTENED WITH 11 GA. x 1 1/2" GALV. ROOFING NAILS 4" O.C. EDGES, 12" O,C, FIELD. 0 1. ALUMINUM HANDICAP THRESHOLDS AT ALL EXTERIOR DOORS. 2. LEVER TYPE HANDLES OR HANDICAP ACCESSIBLE KNOBS AT ALL DOORS, 3, WEATHERSTRIPPING TO BE INSTALLED AT ALL EXTERIOR DOORS, 4. INTERIOR OPENING HEADERS ARE NON-STRUCTURAL, 5. ALL WINDOWS WITHIN 24" OF DOORS, AND ALL GLASS DOORS TO BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC SHEET. l WLUAM J. McCANN, ,E. �150J TURNER STREET CLEARWATER, FL 33750 Ph: (727),44,3-7000 F ?.E. LIC. X50252 IC" THDING AY BE MIRORED AL,. A IS AX SILPARALLEL 0 THERSID WALLONG 11 ALL RIGHTS RESERVED THIS DRAWING IS THE PROPERTY OF C0 5TA_L MODULAR BUILDINGS, INC, AND SHALL NOT BE REPRODUCED, COPIED OR USED AS THE BASIS FOR THE MANUFACTURE OR SALE OF PRODUCTS WITHOUT WRITTEN PERMISSION. ROOF COVERING J -RAIL OVER TOP TRIM STAY STRAIGHT TRIM 5/16" HARDI--PANEL FILLER 5/16" HARDI-PANEL CHALK 5/16" HARDI-PANEL FALSE MANSARD W/ HARDITPANEL C : C) By 444 1j if •}L�l Ill l� it 15. f X14' INC. L.iSAF'ROVAL CY THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND, ADHERE TO THE FOLLOWING CRITERIA: CONST. TYPE OCCUPANCY B ALLOWABLE # 1 OF FLOORS WIND VELOCITY 110 FIRE RATING OF EXTERIOR WALLS 0 PLAN NO, CMB111698-40 ALLOWABLE FLOOR LOAD 50/100 APPROVAL DATE ITEC 0998 COASTAL MODULAR BUILDINGS, INC. 6101 45TH STREET, NORTH ST. PETERSBURG, FLORIDA 33714-•1035 MANUFACTURER REVISIONS MINIn pY, -:' No. DATE BY FCC ER ASAP ROSS SECTION r DATESCALE QUOTE # SER, NO. 11/10/98 NTS 9067 14900-01 SIZE CODE TYPE USE DRAWN 13Y APPROVAL J PAGE 28 x 60 5BCC VI B DAP Cl:IB11169 -40 5 OF 6 SECTI QURIG ER SECTIQN RIDGEBEAM A'r MATELINES: (SFE RIDGEBEAM SPAN CHART ON PAGEM FRAW L•/�/ IEC -LAR SCALE: NONE j, 1. TEC --LAM Fb-2850 PSI 2, 3, RIDGE BEAM MUST BE CONTINUOUS OVER CLEARSPAN, BEAMS SUPPORTED BY ENDWALL COLUMNS MUST EXTEND CONTINUOUS OVER�� ��++���� �j� t'11V� 1YLC>L I COLUMNS TO EXTERIOR FACE OF ENDWALL, 4. MULTIPLE LAYERS ARE TO BE GLUED & NAILED TOGETHER TO ACT AS ONE UNIT. FLOORS: SEE SPECS 5. INSTALL. (2x4) x 20" SPF #3 RIDGE BEAM GEARING STIFFENER OVER WALLS: SEE SPECS SUPPORT COLUMNS WHEN SPECIFIED ON FLOOR PLAN; FASTEN THE FACE OF STIFFENER TO THE RIDGE BEAM WITHN 100% GLUE COVERAGE AND CEILING: SEE ' SPECS j (6) 18, GA, x 2 1/2" STAPLES. PLYW2QD: (2) LAYERS 3/4"x24" PLYWOOD, RATED SHEATHING, �/�� GlaNl \t'�1�T SFJM NOM STRUCT.1, EXP.- l 48/24, 5 PLY/5 LAYER EACH MODULE, .� .CR0% 1, 2. PLYWOOD FACE GRAIN MUST BE PARALLEL TO THE RIDGE BEAM SPAN. ALL RIDGE BEAM PLYWOOD LAMINATIONS MUST BE THE SAME DEPTH.' 1. UNLESS OTHERWISE SPECIFIED, ALL: EL MUST THICKNESS AND GRADE OF PLYWOOD - NO LUMBER OR PLYWOOD COMPLY WITH ASTM A36, YIELD STIR TH = 36 KSI, FLANGES ARE PERMITTED. AND COMPLY WITH AISC. 3, PLYWOOD MUST BE MANUFACTURED IN ACCORDANCE WITH PS 1--83. 2. ALL LAG SCREWS MUST COMPLY W1 NSI/ASME 4. PLYWOOD LAMINATIONS, IN EACH HALF' OF' THE UNIT MUST 13E GLUE/NAILED STANDARD t31r5,2.1, TO ADJACENT LAYERS WITH AN ADHESIVE CONFORMING TO ASTM D3024, ASTM 028591 OR CA 23-4. 5. PLYWOOD MUST NOT BE TREATED WITH A FIRE --RETARDANT PROCESS. 6. PLYWOOD. EQUILIBRIUM MOISTURE CONTENT MUST BE LESS THAN 16% (DRY APPLICATION) • SBCC 1997 7. BEARING.'STIFFENERS USED TO REDUCE REQUIRED PLYWOOD BEARING LENGTHS FLOOR LOAD: 50 PSF (LL); 100 PSF ( ORRIDORS MUST Btl)0 OR 2x4 LUMBER (X THE DEPTH OF THE RIDGE BEAM) WITH THE WIDE FACE OF THE LUMBER GLUE/NAILED TO THE RIDGE BEAM. ALL SUCH FLOOR LOAD: 10 PSF (DL) BEARING STIFFENERS, MUST 13E LOCATED DIRECTLY OVER SUPPORT COLUMNS. S. ALL PLYWOOD BUTT JOINTS IN ADJACENT LAYERS MUST BE STAGGERED 24" WIND VELOCITY: 110 MPH MINIMUM, W BUTT JOINTS CAN OCCUR IN ANY OF THE RIDGE BEAM 1 PLYWO06 LAMINATIONS. ROOF: 20 PSF 9, NO PLYWOOD. SPLICE PLATES ARE REQUIRED, ROOF: 10 PSF (DL). BLOCK ROOF EDGES AND CONTINUOUS PANEL EDGES WITH MIN. 2x LUMBER AND FASTEN SHEATHING WITH 10d o NAILS FOR A DISTANCE OF 8'-0" FROM EACH END OF ROOF, FASTENING SHALL BE: 27'-4" " BOUNDARY EDGES 4" O.C. I I I STAGGER JOINTS OTHER PANEL EDGES: 4" O.C. I I 48" O.C. FIELD: 6" O.C. L L J— J 2X BLOCKING NOMINAL BLOCKING ENDWALL AT ENDWALL 7/16" RATED SHEATHING (MIN.) TO BE FASTENED TO TRUSSES WITH 10d NAILS 4" O.C. EDGES, 6" O.C, FIELD (UNLESS NOTED OTHERWISE) -ROOF SllFAG DETA a SCALE: 'NONE 20" 2.73 SQUARE FEET NET FREE AREA OF ATTIC VENTILA11ON TO BE PROVIDED BY ROOF AND/OR GABLE VENTS; TYP. EA, MODULE EXTERIOR FINISH: 5/16" HARDI-PANEL (PAINTED) EXTERIOR WALL STRUCTURAL BRACING SIDEWALLS: BRACING INSTALLATION: STRUCTURAL SHEATHING SHALL CONSIST OF A 4'-0" MIN. WIDTH SHEET EXTENDING CONTINUOUSLY FROM TOP OF ROOF TAPERS TO BOTTOM OF FLOOR RIM JOIST, WITH ALL SHEATHING EDGES EXTENDING 3/4" MIN. OVER 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING, BRACING SHALL BE CONTINUOUS FULL PERIMETER, BRACING MATERIAL/FASTENING: 5/16" HARDI-PANEL FASTENED WITH 11 GA. x 1 1/2" GALV. ROOFING NAILS 6" Q.C. EDGES, 12" O.C. FIELD. ENDWALLS: BRACING. INSTALLATION: STRUCTURAL SHEATHING SHALL CONSIST OF A 4'-0" MIN, WIDTH SHEET EXTENDING CONTINUOUSLY FROM TOP OF ROOF RAFTERS TO BOTTOM OF FLOOR RIM JOIST, WITH ALL SHEATHING EDGES EXTENDING 3/4" MIN. OVER 2" NOMINAL LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING, BRACING SHALL BE CONTINUOUS FULL, PERIMETER, BRACING MATERIAL/FASTENING: 5/16" HARDI-PANEL FASTENED WITH 11 GA. x 1 1/2" GALV. ROOFING NAILS 4" O.C. EDGES, 12" O,C, FIELD. 0 1. ALUMINUM HANDICAP THRESHOLDS AT ALL EXTERIOR DOORS. 2. LEVER TYPE HANDLES OR HANDICAP ACCESSIBLE KNOBS AT ALL DOORS, 3, WEATHERSTRIPPING TO BE INSTALLED AT ALL EXTERIOR DOORS, 4. INTERIOR OPENING HEADERS ARE NON-STRUCTURAL, 5. ALL WINDOWS WITHIN 24" OF DOORS, AND ALL GLASS DOORS TO BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC SHEET. l WLUAM J. McCANN, ,E. �150J TURNER STREET CLEARWATER, FL 33750 Ph: (727),44,3-7000 F ?.E. LIC. X50252 IC" THDING AY BE MIRORED AL,. A IS AX SILPARALLEL 0 THERSID WALLONG 11 ALL RIGHTS RESERVED THIS DRAWING IS THE PROPERTY OF C0 5TA_L MODULAR BUILDINGS, INC, AND SHALL NOT BE REPRODUCED, COPIED OR USED AS THE BASIS FOR THE MANUFACTURE OR SALE OF PRODUCTS WITHOUT WRITTEN PERMISSION. ROOF COVERING J -RAIL OVER TOP TRIM STAY STRAIGHT TRIM 5/16" HARDI--PANEL FILLER 5/16" HARDI-PANEL CHALK 5/16" HARDI-PANEL FALSE MANSARD W/ HARDITPANEL C : C) By 444 1j if •}L�l Ill l� it 15. f X14' INC. L.iSAF'ROVAL CY THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND, ADHERE TO THE FOLLOWING CRITERIA: CONST. TYPE OCCUPANCY B ALLOWABLE # 1 OF FLOORS WIND VELOCITY 110 FIRE RATING OF EXTERIOR WALLS 0 PLAN NO, CMB111698-40 ALLOWABLE FLOOR LOAD 50/100 APPROVAL DATE ITEC 0998 COASTAL MODULAR BUILDINGS, INC. 6101 45TH STREET, NORTH ST. PETERSBURG, FLORIDA 33714-•1035 MANUFACTURER REVISIONS MINIn pY, -:' No. DATE BY FCC ER ASAP ROSS SECTION r DATESCALE QUOTE # SER, NO. 11/10/98 NTS 9067 14900-01 SIZE CODE TYPE USE DRAWN 13Y APPROVAL J PAGE 28 x 60 5BCC VI B DAP Cl:IB11169 -40 5 OF 6 _ i �„,� _......�. _�....___.___..._,,..,,,.,.,,_„_.,�...... frill �tti ��,� �. 4N�� �.�,, � �, �i�(��'!4I, , .. _. �._T. _ __ __ _ _� �_... _ -- .M., � _.�.,_, - __ �_. _. _ -----_._._ _.�_.- - - - __ , _. _ _ ,. _ _ _ _ ,t,-.�_ �, - .-y- ____-_----�-�-- _ __---- - _ _. - - _ __ .,. _-----__..,_ ..----_- ___ ._ ------ �___._.�. __._ - -- - ____. a. -- __ _ _ ---T�m I _ __�--.. � . � ,: <. .: � 1 P.T. 2x8 SHIMS 1 g" 4"x8"x16" CAP BLOCK ;A 8"0"x16" CMU'S 19"x19"x7/8" (DEEP) ABS PAD—*- NOTE: MAXIMUM OF (2) LAYERS OF WOOD MAY BE USED. WHEN MULTIPLE °1 LAYERS ARE USED THEN THEY MUST BE SCREWED AND GLUED TOGETHER. (ELENA TION)NOTE: AT LEAST (1) 4%4%16" CAP BLOCK MUST BE USED AT ALL PIERS, r 19%19%7/8 ABS PAD OPTION MODEL #3083 (MINUTE MAN, INC.) 8%16%4" (DEEP) (OR AN APPROVED EQUAL) CAP BLOCK NOTE: ABS PAD SIZE MUST EQUAL OR EXCEED 2.5 SQ.FT. MIN. ° 8"xa%16" CONCRETE MASONRY UNITS r4, 19"x19"x7/ 8" (DEEP) DEEP ABS PAD A PIER "A" FD1 SCALE: N.T.S. (PERSPECTIVE) P.T. 2x8 SHIMS { •1•' : t' ':, .4 4%8%16" CAP BLOCK `. 8"x8%l6,, CMU'S 24"x24"x7/8" ; , (DEEP) ABS PAD — 24" (ELEVATION) NOTE: MAXIMUM OF (2) LAYERS OF WOOD MAY BE USED. WHEN MULTIPLE LAYERS ARE USED THEN THEY MUST BE SCREWED AND GLUED TOGETHER. NOTE: AT LEAST (2) 4"x4"x16" CAP BLOCK MUST BE USED AT ALL PIERS. Al . 1 ! a 8"x16"x4" (DEEP) CAP BLOCK 4 d 8"x8"x16" CONCRETE 41 1 MASONRY UNITS (PERSPECTIVE) FRAME I -BEAM BEYOND TYP. OUTRIGGER BEYOND 4"x24"0/8" (DEEP) ABS PADS FRAME 1-13EAM BEYOND TYP. CROSSMEMBER BEYOND FLOOR JOISTS - 02 ad- 02 M PIER TYPE "A" TYP. TYP. STEEL HURRICANE STRAP — TYP. GROUND ANCHOR -- SECTION "E -Ell 40 00 SCALE: N.T.S. 2" MIN. � z I � d- TYP. GROUND ANCHOR MATELINE SUPPORT COLUMN PERIMETER RAIL TYP. PIER TYPE "B" GFD1 SECTION "C -C" SCALE: N.T.S. 24" PIER 111311 FD1 SCALE: N.T.S., SIDEWALL PERIMETER RAIL FRAME OUTRIGGER BEYOND CHASSIS TIE -DOWN STRAP (F.T.), TYP. NOTE: CRIMP STRAP WITH A LISTED STRAP CRIMP OR J -HOOK WRAPPED AROUND ]-BEAM FRAME I -BEAM BEYOND TYP. OUTRIGGER BEYOND HURRICANE. STRAP - --- SYMBOLS: I AF.T. FRAME TIE -DOWN FASTENED TO GROUND ANCHOR --HURRICANE STRAP FASTENED TO GROUND ANCHOR ENDWALL PERIMETER RAIL FRAME END HEADER BEYOND TYP. PIER TYPE "B" TYP. GROUND ANCHOR -� If 40 D SECTIO�11'"�D- D" FD1 SCALE: N.T.S. 64'-0" 62'-3" SEE "ANCHOR SPACING SEE "ANCHOR SPACING" CHART BELOW FOR DIMENSIONS CHART BELOW FOR DIMENSIONS A B B B B A 40 TYP. TYP. TYP, TYP, TYP, TYP. F. T. F. T. ' F. T. F. TF. T. F. T. F.T. F. T. F.T. F. T. F, T. T. cert I —m 0 I w rr �r •r:w rt r�� . ..L.� a } I �� I IL J L_J L_J L_J L_J L_J _J L_J L_ I L J F. T, PIER TYPE "A": A F. T. _ TYP. 0 J -BEAMS FD1 r' VERIFY THIS DIMENSION LONGITUDINAL ENDWALL FRAME WITH BUILDING MANUFACTURER TIE -DOWN STRAP AND GROUND I In ANCHOR, TYP. PRIOR TO INSTALLING PIERS F. T. 81-811 F. T. 59'-1" 56'-7" S1 41_ ,. h 1 f I I- -1 h -1 f �I f -1 I FD1 I- -1 Iris all 0 rtrrommutt I rrtt•rtrrti rr rt.�� I �� I rr� fir, I � � � 0 �o m I t�� IL_J L J L_J L_J L_J L_J L_J L_J L_J C FD1„ F. _ I �-��-; I----� RIDGEBEAM_ SPAN RIDGEBEAM SPAN —I II _ RIDGEBEAM SPAN - -- - - - - - - RIDGEBEAM SPAN^ - - - - - �- - L__JJ 2^g' _ 62'-011 71_8,1 F--1 F--1 F--1 I----1 LIN_ --1 I---1 F--1 F--1 I-_ �► r-�- RT M. a■.... ( r.� . �� I o ® } 1111 111I wommr.. I 1111 1111} all MlmmwlI:.r . I i— . I w L J L_J L_J L_J L_J L_J L_J L_J � tL\L __ 1 57'-10” F. . FD 1 F. T. I N VERIFY THIS DIMENSION WITH BUILDING MANUFACTURER E F T PRIOR TO INSTALLING PIERS F, F, I FD1 f- -I f - �l F -I F �1 F -I I- �l F �I (- I f- �l (- -I ®. I®ter® Iv . aall all .r .Immmmmmm r�•rI ■t sr IL L J L_J Ll L_ _J L_J L _J L._J JI I F. T. F. T. F. T. F. T. F, T. F, T. F.T. F.T. F.T. F. T. 4F. T. F T. FIRST AND LAST TYP. PIER ONLY, TYP. SEE "PIER SPACING" CHART BELOW FOR DIMENSIONS FOUNDATION PLAN c<Lt 1/4"=V-0" WIND: 110 to 140 lidPH (EXP. C) SOIL:0 2000 Posofue NOTE: THIS FOUNDATION PLAN SHOWS ALL PIER AND ANCHOR LOCATIONS FOR THE WIND ZONE (130 MPH. - EXP.C). IF THE BUILDING IS TO BE LOCATED IN A WIND ZONE AREA OTHER THAN 130 MPH (EXP.C) PLEASE REFERENCE THE CHART ON THIS PAGE FOR THE PROPER PLACEMEN.F. OF BOTH THE PIERS AND THE ANCHORS. ANCHOR SPACING I PIER SPACING 2000 P.S.I. SOIL BEARING CAPACITY 2000 P.S.I. SOIL BEARING CAPACITY MPH EXP. A B # OF ANCHORS MPH EXP, C D # OF PIERS 110 C 7'-6" 7'-6" 9 (® EA. SIDEWALL) 110 C 6'^_6° 7'-0" 10 (UNDER EA. I -BEAM) 120 C 4'-3" 6'-6" 11 (@ EA. SIDEWALL) 120 C 6'-6" 7'-0" 10 (UNDER EA. I -BEAM) 130 C 5'-6" 5---6" 12 (@ EA. SIDEWALL) 130 C 6'•-6" 7'-0" 10 (UNDER EA. I -BEAM) 140 1 C 3'-611 4'-611 15 (@ EA. SIDEWALL) 1 140 1 C 1 6'-6"j 7'-0" 10 (UNDER EA. I -BEAM) FOUNDATION NOTES: 6. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF. TO BE VERIFIED BY BUILDING'S OWNER. 11. FIELD CONDITIONS WITH DRY STACK PIERS GREATER THAN 34" ,SHALL REQUIRE 7. NOTE: ALL REQUIRED BUILDING AND/OR CONSTRUCTION PERMITS MUST BE APPLIED 1 , FONDATIONS TO BE ENGINEERED BEYOND. THIS APPROVAL. 64'-O" NOTE: STRAP SPACING MAY VARY DUE TO SITE CONDITIONS NOTE: FRAME TIES ONLY, NO OVER -THE -ROOF STRAPS REQUIRED. SEE DETAIL E-FD1. NOTE: FIRST STRAP FROM END WALLS NOT TO EXCEED 3'-4" NOTE: MATELINE SUPPORT COLUMN LOCATIONS TO BE VERIFIED PRIOR TO INSTALLING MATELINE. SUPPORT PIERS SEE "PIER SPACING" CHART BELOW FOR DIMENSIONS r-IILI\ VI -IL-1, 111 . B _ OCCUPANCY: BUSINESS FLOOR DESIGN LIVE LOAD: 50/100 PSF ROOF LIVE LOAD: 20 PSF. CONSTRUCTION: "TYPE V -B PIER TYPE "B". TYP. @ MATELINES I FOR AND OBTAINED FROM THE LOCAL AUTHORITIES HAVING JURISDICTIVIi PrlIOR TO ANY WORKED BEING DONE ON THE ABOVE SHOWN FOUNDATION DESIGN. 1. THE ABOVE FOUNDATION DESIGN IS TO BE SUBMITTED TO THE LOCAL JURISDICTION 8. WOOD SHIMS MAY BE INSTALLED WHEN NECESSARY, BETWEEN THE I -BEAM AND THE "FOP HAVING AUTHORITY. THE APPROVAL OF THIS FOUNDATION IS SUBJECT TO LOCAL OF THE PIER. SHIMS SHALL BE FREE OF KNOTS, CHECKS, SPLITS, AND SIMILAR JURISDICTION. IMPERFECTIONS. SHIMS SHALL BE OF P.T. LUMBER OR CEDAR AND BEARING AT 2, TIE -DOWN STRAPS TO BE 1-1/4" X .035 GALVANIZED STEEL FEDERAL SPECIFICATION ALL CONTACT POINTS SHALL NOT BE LESS THAN 2/3 OF THE BEARING PRIOR TO . QQS-781-H TYPE -1 FINISH -B GRADE -1, TIE -DOWN STRAPS AND CONNECTING ADDING THE SHIMS. HARDWARE TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY (3,150# x 1.5). 9. MASONRY PIERS MAY BE INSTALLED IN A DRY STACK SUBJECT TO LOCAL JURISDICTION 3, ALL TIE DOWN ANCHORS SHALL HAVE MINIMUM 6,500 LB, CAPACITY AND SHALL BE AND APPROVAL. INSTALLED IN ACCORDANCE WITH THEIR FL LISTING APPROVAL. 10. OVERALL WIDTH DIMENSION IS NOMINAL AND IS BASED ON UNIT WIDTH x NUMBER OF 4. SEE ABOVE FOUNDATION LAYOUT FOR TIE -DOWN STRAP SPACING, UNITS. ACTUAL OVERALL WIDTH MAY INCREASE DUE TO SITE CONDITIONS, MATERIAL 5. ALL PIERS SHALL BE 8"x8"x16" MASONRY BLOCKS ON 16"x16"x4" (DEEP) CONCRETE TOLERANCES. FAILURE TO REMOVE CLOSE-UP MATERIAL AND/OR OTHER FACTORS PADS, EXCEPT AS OTHERWISE NOTED ON FOUNDATION PLAN. BEYOND THE CONTROL- OF THE BUILDING MANUFACTURER. 6. MINIMUM SOIL BEARING CAPACITY IS 2,000 PSF. TO BE VERIFIED BY BUILDING'S OWNER. 11. FIELD CONDITIONS WITH DRY STACK PIERS GREATER THAN 34" ,SHALL REQUIRE 7. IT WILL BE THE BUILDING OWNER'S RESPONSIBILITY TO INSURE THAT ALL GRASS, , FONDATIONS TO BE ENGINEERED BEYOND. THIS APPROVAL. LOOSE DEBRIS, .ETC, ARE REMOVED FROM UNDER THE BUILDING, (FOOTING) AND THAT 12.' WHERE REQUIRED BY LOCAL JURISDICTION ALL MASONRY PIERS MAY BE LAID IN TYPE THE GROUND IS LEVELED TO WITHIN 6" AND FIRMLY COMPACTED. "M" OR "S" MORTAR IN COMPLIANCE w/ASTM C887, OR SHALL HAVE SURFACE BONDING MORTAR IN COMPLIANCE w/ASTM C 946. I