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HomeMy WebLinkAbout500 Art Ln 06-2356 Trailer7 ( CITY OP' SANFORD PERK IT APPLICATION A .y� Permit # : 0`�� J Date: ? �2�T��� Q �V! %Qo Job Address: c6L) -AY4 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 _ Plumbing 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas 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 �'1 •i a,V l ?IVCI (: (l.% 6VY!(H / C- --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 ,�/� �)({ _(� f o Ml 1,/ X i Tr-)(. Phone: Address: � M `•l':S4F1 q . ( %� �St ��i ZFS �l L � j _ �j'j� � Fax: 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 construction 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 in, )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-IofContradtgr/Agent r Date 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 pepUoa ZL9£M (3 # UOIssltuwo: SI3 IJZ L"fra.N3Uolss u,00AN opuolJ10 elralS.-_.jt6nA Aininao �// /vG `c, BLDGd :_C � � 1 ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY AND FIELD � / CIR CUITS noU/T3 ANIJ,.�t.OUIPMENT SHALL 13E GROUNDED IN ACCORDANCE NTH THE 1. ALL SUPPLY AIR REGISTERS SHALL BE 12 INCHES BY 12, INCHES ADJUSTABLE BUILT BY OTHERS AND SUBJECT TO L OCAL JURISDICTION. THE PRIMARY APPkOPRIATE ARTI�I.ES OF THE NATIONAL ELECTRIC CODE (N.E.C.). WITH INCHES BY 9 INCHES (INSIDC. -21 x 5/8 INCH OVERHEAD FIBERGLASS . ENTRANCE MUST BE ACCESSIBLE. 2. MEN LIGHT FIXTUR�,S ARE INSTALLED IN CLOSETS, THEY SHALL BE SURFACE DUCT, UNLESS OTHERWISE SPECIFIED. DUCTS LOCATED IN VENTILATED ATTIC 2. ALL DOORS SHALL BE, FROM THE EGRESS SIDE WITHOUT THE USE. OF A MOUNTED + KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS ENCLOSED LAMPS.,:,�-,":SURFACE MOUNTED INCANDESCENT FIXTURE$ SHALL HAVE UNCONDITIONED INTERIOR SPACES SHALL HAVE A' R-5 INSULATION VALUE. UB SURFACE R8|?5 SHALL NOT BE USED, » MINIMUM CLEAR ' 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN « MINIMUM ^ 60 INCHES ABOVE THE FLOOR, U ALL'GLA�N8 IN DOORS SHALL BE SAFETY/ n^-^� �.°-�\v/ 3, REST ROOMS VENT FANS SHALL PROMDE A MINIMUM 2 CUBIC FOOT OF TEMPERED OR ACRYLIC PLASTIC SHEET u, n'.u` WATER AIR PER MINUTE PER SQUARE FOOT, 4` FLOOR DESIGNLOAD 50P8F, 100 PsF CORRIDOR ACCESSIBLE ms kCTS ADJACENT TO THE WATER HEATER(S) SERVED. THE CIRCUIT TCH * OR CIRCUIT BREAKER SHALL 13E PERMITTED TO SERVE _ - 5, MAXIMUM. Y�MD ____� AS THE DISCONNE MEANS ONLY MERE THE SWITCH OR CIRCUIT BREAKER 4. DUCT EXPOSED 'TO NON CONDITIONED SPACE SHALL BE INSULATED 8. SEISMIC PERFORMANCE CATEGORY - C AV= 0.05 7. OCCUPANCY IS BVSImLum .. WITHIN, ~.~.. F. TO PROVIDE A THERMAL RESISTANCE. 8, OCCUPANT LOAD |S BASED ON1PERSON PER100 SQUARE FEET OFNET BUSINESS AREA IN THE OPEN P08,�..,, ON. , 5. DUCT SHALL BE CLASS 1, AND IF ALUMINUM OR GALVANIZED, 4. HVAC EQUIPMENT 11 fT ALL BE PROVIDED NTH READILY ACCESSIBLE DISCONNECTS CONSTRICTION SHALL BE PER CODE. g. ALL STEEL STRAPS REFERENCED ON THESEDRAWINGS $HALL BE 1 1/2 INCH x 26 GA. 1`;,!`i'0UIPMENT SERVED., A UNIT SWITCH WITH A MARKED "OFF" WITH AmxNowwM OF POSITION THAT IS'v !PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL ALI OUBLE STEEL STRAPS REFERENCED ON THESE DRAWINGS SHALL BE 1 1/2"x 26 GA. UNGROUNDED C014 'CTORS SHALL BE PERMITTED AS THE DISCONNECTING WITH A MINIMUM OF 3- GUN NAILS EACH END OFEQUIVALENT). ^MEA14S MERE OT,,, DISCONNECTING MEANS ARE ALSO PROVIDED BY A 10\ PORTABLE FIRE EXTINGUISHER(S) N[PA. 10INSTALLED BY OTHERS ON kEAbILY ACCESSI CIRCUIT BREAKER, SITE,.AND SUBJECT TO LOCAL JURISDICTION. 5. PRIO R TO ENERGI THE ELECTRICAL SYSTEM THEINTERRUPTING RATING 1, MINIMUM CORRIDOR WIDTH IS 44 INCHES. tR MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE 12. MINIMUM CORRIDOR FINISH IS CLASS oB" (Gyp8UM), WITH S'E 13k | CONSTRUCTION TYPE: N 6. AI 14. OCCUPANT 1�� � ALL ICIRCUITS CR �NG OVER MODULE MATING LINE(S) SHALL BE SITE SEPERAIION DISTANCE A MIN. OF 15'-0 FROM ANY ASSUMED OR KNOWN rmurEmrY CONNECTED ROVED -' CTION BOXES OR CABLE CONNECTORS. '' THE LINE UNLESS FIRE RESISTANT RATING IS NOT REQUIRED BY TABLE 600 OF ~'r`~'"`~ ANY OTHERCOND11IONS ^- �� R ',OF � FIXTURE �TU�E EN IN ACCORDANCE NTH THE REQUIREMENTS 'OF THE FLORIDA ENT . --' WILL BE THE ~~~E RESPONSIBILITY'-. ~ DE^ --'-' PROVIDE ADEQUATE OF mu SPACED AT LEAST'mmw CuMmuS//uLE M«/En/ OF COMMUNITY AFFARS, THESE BUILDING PLANS Do NOT CONTAIN FIRE IN TO APPLICABLE STATE u\A[ CODES AND 8' M U SHALL NOT BE WITHIN 3 INCHES OF THE RECESSED FOUNDATION SUPPORT AND TIE DOWN SYSTEM DETAILS AND SPECIFICATIONS -^~ ~~^'~` '~--'-'`��'- �- FIXTURE ENCLOSUR WRING COMPARTMENT, OR GALLAST, AND SHALL NOT BE THE ARCHITECT / ENGINEER OF BUILDING PLANS SHOULD BE CONTACTED TO INSTALLED AEFIXTURE 8OASTOENTRAP HEAT AND PREVENT THE FREE OBTAIN APPROPRIATE FOUNDATION PLANS. |FFOUNDATION PLANS ARE CIRCULATION or A|i nrn/nwPn wv nrurnn rI­Ir uncH/rrnr / Fmmmrrn nr m/// mmn P/ Amn ~ D�S`IGN CRITERIA FLORIDA 1Qg7 ,FLOOI'DA ENERGY EFFICIENCY CODE 1997 STANDARD BU|LO|NG CODE 1997 STANDARD MECHANICAL CODE 1994 STANDARD PLUMBING CODE 1994 NFPA 101 LIFE SAFETY CODE 1990 NATIONAL LECTR|CAL CODE 1997 FLORIDA ACCESS |B|UTY STANDARDS 0 ' ° w 0 'P4 A = w� �o � ���� � � � B � b�B � '��� gP4r � �o �w o �0 ���' �� ��4 �'��� -�� �w� � �� 0 - ������ ~ ���w��g � �w.u� w�9q � � �o �o��� QO� � ~ _ ����04 0 ' ���vu � � G � �p~ � �5� - w �� ��� wB w� cnp���� B«« ��� � �� � 4 _�� ������ �~ - ��~ � � � �� � � �� � � � � � P � �U0wu � �� � � ° ��� � ,� � ��� � � ����nc�� �pn� �o��0 w wi*� - Q 0 FLOOR LIVE LOAD: ROOF LIVE LOAD; ROOF $NOW LOAD: N/A 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. M . ME _ ME IN oil a ISO I No 1 IMEE go NON NON III MINI .111 1� WND LOAD: 1. 130 MPH MND SPEED BUILDING CATEGORY -' rnON 4. ENCLOSURE CLASSIFICATION; ENCLOSED ..r-°." INTERNAL PRESSURE � ARIELEV& :oEFnoIEwr 6. COMPONENT CLADDING LOAD;Pr '�` u / ^ �� � (OVERHANGS) n� ZONE x ZON�� ^/wr,LE. � 7 -- / w � ,,= -o�v �F zow c �~ -ruo nF p, = -ro.00 �F ZONE 3 (WALLS WNDOWS DOORS): --------------------- ," ~ -°^m r* ZONE * o. wo m ON THE | UPPER nx= OF Amu OR ESCARPMENT EXCEEDING /*FEET | IN HEIGHT. Go SEISMIC LOAD; N/A , FLOOD �^DESIGNED TO 13E SUBMERGED OR SUBJECTED TO WAVE . Ili ELEVATION . � � z FLOOD PLANE LEVEL, � LL. cn [j RIGTHr SIDE ELEVALTION' Jill.�.!Ili! LEFr, ' 'JJ\|[� ` ~ ' ` NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF vnOmn AND MATERIALS THAT MAY BE REQUIRED' FORA COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ' ARE SUBJECT TO LOCAL JUFU8D|011ON APPROVAL.. � 1. THE � 2AND 3. PORTABLE � RAMPS, | !' E 4, DRINKING WATER APPARATUS (MIEN NOT SHOWN ON . BUILDING DRAINS, 0LEANOUTS, AND CONNECTION TO THE PLUMBING SYSTEM. 5. ELECTRICAL SERVICE CONNECTION (INCLUDING FEEDERS) T0 ` THE BUILDING. ' ' ..� ' 8. THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS (ONLY). 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE manmy unE\SV VnwL//-vn/o ONLY). 8. STRUCTURAL ' MODULES (MUL-n-UNITS ONLY). Q. REQUIRED PLUMBING* FACILITIES NOT PROVIDED IN THE MODULAR BUILDING ARE TO BE LOCATED IN ADJACENT B0LDING(S). SEE ATTACHED LETTER. | 10. DRAINAGE PIPING 8ELOYYFLOOR JOIST LEVEL F �* 1 ` � i fi ' ~ ` '! , , ` , ' 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/ ` pQ^^ NET v`^`� �n r`.` .v.°"w ~° THE .L°"n AREA. AND 18^x24^ MIN. CRAWL SPACE � SITE INSTALLED BY OTHERS AND SUBJECT TO LOCAL � JURISDICTION. ` . � � . "LUAM J McCMANN+,,E.' Ph; (M) 41,3-70_00 1 L r.E.LIC. 15', APPROVED BY LISTIPPRAGE�CY A OVA THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CON5T, TYPE ALLOWABLE # WIND VELOCITY 110 FIRE RATING OF PLAN NO. CMB111698-40 ALLOWABLE MANVFACTUBER COASTAL ROM THIS BUILDING MAY BE MIRRORED AL0NO AN AXIS PARALLEL TO THE SiD[WALL 1 THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ,ACCESSIGLE RESTRoom FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UN,L.ESS ALL EN,TRANCES ARE ACCESSIBLE. INACCESSIBLE ENTRANCES SHALL HAVE ` umo^//unxL SIGNS INDICATING THE nuo/c TO THE nconcxT ACCESSIBLE uv/nrmCc. 2. ACCESSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN JG INCHES ABOVE THE FLUOR AND EDGE OF THE BASIN NO HIGHER THAN 34 /NCM[3 ABOVE THE FLOOR FOR INDIVIDUALS IN MEELCMA|RO. AD0|T\ONALLY, DRINKING WATER PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING. 3. WERE STORAGE FACILITIES SUCH AS CABINETS, SHELV[S, CLOSETS AND DRAWERS ARE PR0\4UED, AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE F0LL0Y0N8: DOORS, ETC. TO SUCH SPACES SHALL R[ ACCESSIBLEULLS); SPACES SHALL BE WITHIN 1 |MCH[3 N|N|HV� FORWARD 4O |NCM�� NAK|WVW OF THE �L0�� �0� �O��R� REACH OR 0 INCHES MINI AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES RODS SHALL F A MAXIMUM OF 54 INCHES ABOVE THE FLOOR 0 INCHES MAXIMUM MEN D � FROM WHEELCHAIR TO ROD EXCEEDS lD |NCHES 4. CONTROLS, D|3PENSERS. R[C[PTACLES, AND OTHER OPERABLE EQUIPMENT SHALL BE N0 HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 INCHES ABOVE �FuE 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 MERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. 5. MERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE NSWAL ALARMS SHALL BE LOCATED THROUOH0UT. INCLUDING RESTRQ0MS. AND PLACED W INCHES ABOVE TME FLOOR OR 0 INCHES BELOW O[|L|NG. WHICHEVER IS LOWER. 6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE . LEVER - OPERATED, PUSH -TYPE, � U-SHAPED) MOUNTED NO HIGHER THAN 40 INCHES ABOVE . THE FLOOR. T FLOOR SURFACES SHALL BE STABLE' R0N, AND SLIP-RESI STAN T. CHANGES IN LEVEL BETWEEN 0.25 INCH AND 0.5 INCH SHALL BE BEVELED NTH 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 D|RECTI0N, DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5 INCH IN HEIGHT, 0. ALL DOORS SHALL BE OPENABL[ 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 DOOR3, Q. ACCESSIBLE WATER CLOSETS SHALL BE 18 INCHES FROM THE FLOOR TO THE 'FOP OF THE SEAT. CRAB BARS SHALL 13E 36 INCHES LONG MINIMUM WHEN LOCATED BEHIND WATER CLOSET AND 42 INCHES LONG MINIMUM MEN 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 FLOQR, 11, ACCESSIBLE LAVATORIES SHALL -BE MOUNTED WITH THE RIM NO HIGHER THAN 34 INCHES' ABOVE THE FLOOR AND LEARANC[ OF AT LEAST 20 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE APRON. 12. ACCESSIBLE SINKS SHALL BE MOUNTED NTH THE RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 |MCH[3 HIGH, 30 INCHES WIDE, AND 19 INCHES DEEP UNDERNEATH SINK. THE SINK DEPTH SHALL HE 0.5 INCHES NAK|WUM^ 13, HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL DE INSULATED OR |OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL SURFACESBE NO SHARP OR ABRASIVE ER ACCESSIBLE LAVATORIES 14. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS OPERABLE NTH ONE D AND REQUIRING LESS THAN 5 LBS. OF F OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED). SEPARATE LAVATORIES FOR VEK PHYSICALLY DISABLED PERSONS SHALL NOT BE EQUIPPED VMTM SELF -CLOSING VALVES. 15. MERE MIRRORS ARE PROVIDED IN RE3TRO0NS. AT LEAST ONE SHALL BE PROVIDED WITH.ITS BOTTOM EDGE.NO HIGHER THAN 40 INCHESABOVE THE FLOOR. 18. WM RE^NED\C|N[ 'CABINETS ARE'PRO\0DED. AT'LEAST ONE SHALL BE LOCATED WITH A"VSA8LE SHELF NO H|8H[R­7HAN'`44�INCHES ABOVE THE FLOOR. 17. GRAB 84R3 REQUIRED FOR ACCES3|81L|TY SHALL BE 1.5 |N0HE9 IN DIAMETER NTH 1,5 |NCHES OF CLEAR SPACE BETWEEN THE BAR AND THE WALL. 18. tO|L[T STALL SMALL BE THE SELF -CLOSING TYPE, 19. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO AU_ ACCESSIBLE LAVATORIES, / N ., m 1. CUSTOMER ASSUNE$ ALL R[SP0NS|8|UTy.F8R 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 BE CPYO OR COPPER SUPPLY UNES ARE INSTALLED THE,MAXIMUM WATER HEATER 1EMPERATUkE 'S, 180 DEGREES F. 5. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSHDE TYPE UNLIESS OTHERWISE SPECIFIED. n. unv o/o/cm SHALL BE c/TnEn ABS OR r"^ /ro SC"cvvLc 40. 7. BUILDING DRAIN AND.CLEANOUTS ARE DESIGNED AND SITE -INSTALLED BY OTHERS,` wouoLC| TO LOCAL, JURISDICTION. 8. TOILETS BE ELONGATED 9. RESTROOM WALLS SHALL BE VERE YN NON AB3OR MINIMUM HEIGHT OF 48"'A.F.'171 10. HOT WATER SUPPLY T0`A FIXTURE. REQUIRING HOT'WATER�SHALL`-BE-INSTALLED 0N LEFT SIDE 0F FIXTURE. 11. WATER SERVICEPIPING NOT LESS THAN ONE ' CHN DIAMETER FOR GALVANIZED FERROUS PIPING, OR 3/4" INSIDE NOMINAL, �DIAMETER FOR. COPPER, OR APPROVED NON ^=."v^v,E .,+ OR ,""E. `. 12. SHOWERS 8NH[ W|0NQ VALVE NTH A mAmmom na/cn vu/Lc/ TcmrEn^ .20F. 13. LAVATORIES OF PUBLIC RESTR00WS SHALL -BE [0U|PP8J WITH OUTLET DEVICES MICH UN|T THE FLOW OF HOT WATER TO A MAXIMUM OF 0.5 GPM, OR1BE.EQUIPPED WITH SELF -CLOSING VALVES (UNLESS DESIGNED FOR THOSE YMTM PHYSICAL DISABILITIES). MAXIMUM WATER TEMPERATURE IS 110' F. 6101 45TH -STREET, NORTH N2._L DATE BY DEALER ASAP ALL RIGHTS RESERVED THIS DRAWING IS THE PROPERTY OF 0-6-aLA-1, COVER PAGE - MMLAR- BUILDINGS, INC, AND SHALL NOT BE REPRODUCED, COPIED OR USED AS THE BASIS DATE SCALE QUOTE # S ER. NO. 14900-01 FOR THE MANUFACTURE OR SALE OF PRODUCTS � . "wIv''-. � 111 �VX �_7-�cs��`c, � � . • I rot /STRA�PS INDICATES N0. OF STEEL STRAPS INSTALLED AT PPORT COLUMN LOCATIONS (EA. HALF) ALL STEEL, STRAPS AT SUPPORT COLUMN LOCATIONS SHALL STUDS INDICATES NO. OF STUDS INSTALLED AT SUPPORf �:tOLUMN LOCATIONS (EA. HALF) BE 1--1 /2"X 26 GA. WITH (10) .131 x3" NAILS EACH DOUI3LL ' EA ISOLATED COLUMNS AND COLUMNS AT ENDS OF MATE LINE WALLS ARE MANUFACTURED OF STRAP END, OR EQUAL, FROM RIDGE BEAM TO COLUMN AND 2x4 SPF #2 LUMBER. ALL COLUMN STUDS SHALL:•�3E GLUE/NAILED TOGETHER WITH PVA COLUMN TO FLOOR UNLESS OTHERWISE NOTED. GLUE", 1009 COVERAGE. COLUMN STUDS SHALL NOT BE NOTCHED OR BORED, rrr� 'LLS, FLOOR, & CEILING 3/8" GYPSUM ..� o lu• 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 ,f�//// lri rr r✓r/ /i/:%�%i/�/�//r��������/:�/ r////, •i ril • 1• 9.1111 ,.#2 1 1' 1 yl .u. ra '�/�-•2x4 11 I yl u e•11.#2 riij%%// %%:%rj �OU6 HEADER SIZE! JACK.$ r SPF FLAT SPF 4 s1 `1 r (�b►:�kall'//.'T��''��rr�}( L�}�i►.;;1��NI _ � ' t ''• •� � 1 1 .1i fli ©ROUGH HEADER SIZE! JACKS , t.�r 1•w1STUDS r 1 �ti / ewal�l�i RIDGE BEAMS _ _ T MATELINE FROM TO MATERIAL _ SIZE_ A SIDEWALL 0'-0" 23'--4" EDGE RAIL -- 2x4x23'- 4" SPF 2 _ A SIDEWALL 23'--4 46'-011 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 4x24"xI3'-81 4' + 2x4x8'--8 1 4" A B 8 -8 1 4�� � 56 --8 '1 4 TEC--LAM . 2 LAYERS 1 1 2 x24 x481 •-0 1p A B 56'-8 1 4" 60'-0" PLYWOOD + EDGE: RAIL_ 2 LAYERS 3 4 x24' x3'-3 3 4 + 2x4x3 -3 3 4 B SIDEWALL 0'-0" 601•-0" EDGE RAIL 2x4x6O'-0" SPF #2 3" VTR WC 3" 1 -." 1 112.. I? L.AV 3" TO WASTE TERM, 2" VTR LAV 1 1 /9 AUTO VENT aINK ` 1 1/ 3„ EJ 31, 1 1 /2" WC 3" TO WASTE TERM, 2" TO WASTE TERM,. DW NCTM DIMENSIONS INCLUDE INTERIOR WALL COVERING CFNLY ' H " 1 INLET FLOOR DEPT: ON FLOOR A, OFFSET JOIST LOCATED AT 32", RELOCATE TO 28"1 ON FLOOR B, OFFSET JOIST LOCATED AT 32", RELOCATE TO 28". FLOOR DEPT.- INSTALL TRIPLE FLOOR JOISTS AT THE FOLLOWING LOCATION FOR THE SITE INSTALLED HEADER: MODULE "A": 8'-9 1/4" MODULE "S": 8'-9 1/4" ram! W-11 1 2L "_ to o II I II 1• Ily W-91/2' i rl V-9 1/2' CM NET EIWAnON HQT DING MAY BE QOLD - A AXIS ISILPARALLEL TO MIRRORED RSIDEWAL . ALL SUPPLY LINES SHALL BE 3/4 AND ALL STUD -UPS SHALL ESE .1 /2" UNLESS OTHERWISE SPECIFIED, SUPPLY LINE SIZING IS BASED ON AN ASSUMED AVAILABLE PRESSURE OF 46 TO 60 PSI AT MAIN INLET AND SHOULD BE VERIFIED PRIOR To CONSTURCTION. - _ - SUPPLY ]TV W UJAM J, MOCANN, .E, I663 TURNER STREET CIEARWAlo FL 33756 Ph: (727) 443-7660 L. UC . #5025Z .�• Up 14901 I S mwLS: i • I I SM30LS: DUPLEX RECEPTACLE 0 16" A.F.F, RECESSED INCANDESCENT CAN LIGHT 75W MAX, DUPLEX RECEPTACLE 0 42" A,F.F. (UNLESS NOTED) QUADPLEX RECEPTACLE 0 16" A.F.F. (UNLESS NOTED) RECESSED INCANDESCENT WALL WASHER � RECPTACLE 220v 0 16" A.F.F.T � CAN LIGHT 75W MAX. ,RECPTACLE 7.20v 0 42" A.F.F (UNLESS NOTED) _- FLOOR DUPLEX'- -FLU PLEX -- RFCESSED HALOGEN CAN LIGHT 75W MAX. yA RECEPTACLE REGEPTA(.LE , HALOGEN $ SWITCH 0 48" A.F.F. 3-•WAY SWITCH 0 48" A.F.F. •• 11`111 ELECTRICAL PANEL B0X TELEPHONE JACK 0 16" A.F.F. (UNLESS NOTED) ....•� .•. . TELEPHONE JACK 0 42" A.F.F, (UNLESS IVUiED) TELEPHONE FLOOR J-BOX T A/C THERMOSTAT 0 53 A.F.F I W.P. WEATHERPROOF PHOTOCELL Q WALL MOUNTED JUNCTION BOX 0 16" A,F.F. (UNLESS ,NOTED) J CEILING MOUNTED JUNCTION BOX -� F �7 FLOOR MOUNTED JUNCTION BOX Q P J-•Box 0 48 A•F.F. FOR PULL STATION - TO BE WIRED BACK TO HORN STROBE 2x4 SINGLE GANG J-•BOXES 0 48 & 80 A.F.F. FOR PULL STATION AND HORN/STRODF. (48BOX: 2x4 SINGLE: GANG) 0" BOX: 44 DOUBLE GANG) i J-8OX 80 0 rA.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 FAN-100 CFM (UNLE:SS NOTED) ! EXHAUST FAN &LIGHT COME3(1-100 CFM (UNI:F:SS NOTED) I , 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 FLOURESCEN'f LIGHT FIXTURE --DIFFUSED (87.6N' MAX.) FI.OURESCEN'f LIGHT FIXTURE --DIFFUSED (175.2w MAX.) FLOURESCENT LIGHT FIXTURERECESSED (87.6w MAX.)] AI'PBOVED BY r cl a t! LISTING AGENCY �- APPROVAL THESE PRINTS COMPLY WITH THE 'LORIDA MANUFACTURED BUILDING 4CT OF 1979 CONSTRUCTION CODES 1ND ADHERE TO THE FOLLOWING 'RITERIA: O,QNST. TYPE VI 8" DIAMETER FIBERGLASS FLEX DUCT IAA. R--11 SOUND BATT INSULATION BETWEEN INTERIOR WALL STUDS I� I -•HOUR FIRE RATED WALL PANEL W K VA GENERAL. LIGHTINQ .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 - OTHER ----- T A -.1- .4.2 TOTAL: / 240 x 1000 _ 76.75 _ IN5TALL 100 AMP PANEL (120/24OV, 10) PANEL "B" KVA _QMERAL�iCL ,0035 KW x 620-_ SQ.FT. x 1.25 Z_ RECEPT'S 9 180 VA / 1000 _ 1.26 - WATER HEATER ® 1.9 x 1125 _]- 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 SCfffiDUU �? YEL.(2:QITY iio., CIRCUIT # > NOMENCLATURE BREAKER (AMPS) WIRE SIZE CU. NM. W/o FIRE: RATING OF FK ,RIOR WALLS_-_Q-__• ELAN_NO CMBI I J 698 - 40 ALLOWABLE F� 00.._J�QAD 50,1 Li (a- � 1.3 A-8 HVAC 60 A 2F' 6--2 8 GNn 2 A WATER HE:ATEF, 20A 1P 12.-2 APPROVALDATE DFf' 0 F! B 1 VAL DER 4-8 A LIGHTS RECEP_[ 20A 1P 12-2 ?-P,�1 COQ -- --' 4-8 B LIGHTS RECEPTS 20A 1P 12.-2 ALL RIGHTS RESERVED THIS DRAWING IS THE: PROPERTY OF -QOAI?AL 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 LOCI< IF NOT WITHIN VIEW Of" ELECTRIC PANEL, COASTAL Mt�DULAR BUILDINGS, INC# Armw 6101 45TH STREET, NORTH ST. PETERSE3URG, FLORIDA 33714-. '1035 MANUFACTURER ENGINEERED DY; REVISIONS NO. DATE BY _ DEALAA��rrER �: •. C1►e► AR . . FLOOR PLAN 1 E il: DATE SCALE QUOTE :# SER. NO, 1 9001 --9067 11-�9-98 1 /4" =1'- 0" SIZE CODE TYPE USE DRAWN BY APPROVAL # PAGE' 2 28x60 SE3CC • VI B 211 CM811'1698-40 ` 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, l l'-11 1 4" - 48'-0 3/4» 2'I'-0 3,/4" 14 3 8" �__!� 52'--9"' A:) C � J L! J 2h'�6 �/4' ix-4 3/4" � 1'-10 1/8" 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 rvr MI Yl0 7' 4" 21x9 � 3,5 TON HVAC'INSTALLED PER ._ ... �, ... _. - •-• --� --• - -- W.. - MFG R. SPEC, W/10 KW HEAT 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 0.5 IWO ESP WITH FRESH AIR INTAKE 240V, 1� BARD WA421-A10 � 13x9 � �� 21 x9 .' _0 43' -.4» ;•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-�- / V, cD 8--tj 1/4' 11'-•6 3/4" _ 26---11 7/a• D0.01_ SCHEDULE III DOOR # SIZE ROUGH OPENING HEADER SIZE JACKS EA STUDS DED / �--� 72x80 74 3/4x81 2 2x6 #2 SPF 3S . 1 J #2 SPF T © 38x80 38x82 1 2x4 FLAT #2 SPF 2S #2 SPF. CED 3OX00 37 1 /4x81, 1 2x4 FLAT #2 SPF :' 2S #2 SPF � J 72x80 Ell --FOLD 73x81 1 2x4 FLAT #2 SPF 1S #2 SPF {, T 48x80 81-FOLD 49x81 .1 2x4 FLAT #2 SPF 15 #2 SPF WINDOW •SCH.EDU WINDOW # SIZE: ROUGH OPENING HEADER SIZE JACKS ' I STUDS FF7 , ' 30X53 24 1/243 1/2 22P 25F2 SPF iMPeRD 7 #22SPr #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 LISTING AGEN(.'Y _ APPROVAL �THESE PRINTS COMPLY WITH THE VLORIDA MANUFACTURED BUILDING, ACT OF 1979 CONSTRUCTION CODES AND ADHERE TO THE FOLLOWING CRITERIA: ALLOWABLE # .WJ�-1? )1L2CIn .11D_ FIRE RATING OF' 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 -� 'MLUAM J. MOCANN, E. l5e3,TURNER STREET 56 pi (7 j �7e00 . 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 18'A.F.F. I "I ELECTRICAL PANEL BOX -I 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 & E30 A.F,F, FOR PULL STATION AND HORN/STROBI: (4I3" BOX: 2x.4 SINGLE GANG) a0" BOX: 4x4 DOIJBLE GANG) _--- - J-•BOX W 80 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 (UNLESS NOTED) _ _CFM EXHAUST FAN & LIGHT COMB0--100 CFM (UNLESS NOTED)T INCANDESCENT LIG f}I RECESSED, INCANDESCENT FIXTURE(60*-_MAX.) : LIGHT FIXTURE 75w MAX. w,P, WEA ERP OF LIGHT A.P. WEATHERPROOF LIGHT "PORCH" 60w MA);1� "FLOOD" �300H MAX _ LIGHT FIXTURE --DIFFUSED (87.6w MAX.) FLOURESCENT LIGHT FIXTURE -DIFFUSED (175.2w MAX.) FtFLOURESCEN'F �q FLOURESCENT LIGHT FIXTl1RE---RECE'SSED (87.6w MAX.) 2 x12 SUPPLY�12x12 I�ETURN zAIR REGISTER AIR _REGISTER - ® HVAC PRE55lIRE RELIEF VENT TEIRU ROOF _ 8" DIAMETER FIBERGLASS FLEX DUCT. U=11 R-11 SOUND GATT 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 _-Q RECEPT'S 0 180 VA / 10001.9 . WATER HEATER 0 1.5 , ): 1.25_.2 _�• FANS 0 .18 KW x 1.25 --- HVAC----�09' OTHER -- -- OTHER TOT& _ 18- z _ TOTAL, / 240 x 1000 75.75 _ 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 _ 1 FANS 0 .18 KW x 1.25 - --12 3 g HVAC ---- ---- 0THER- 0THE-R ---- IQIA.I. QJ / 240 x 1000 § •INSTALL 1012T AMP PANEL (120/240V, 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 A I.IGH CS RE�CEP F5 20A 1P 4-8 E3 LIGHTS RE:CEP FS 20A 1P 12-2 _ ALL F'0RT/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 REVISIONS . N0. DATE BY 12 -2-9E3 I: ECTIVE CEILING # 5ER, N0. ' 14900-1 wnwrAwww - •� . USE DRAWN BY APPROVAL # PAGE 4 8 211 CM8111698-40 LISTED TRUSSES ® 16" O.C. CHORD - .#CM814-005 20" RIM MEMBER 2x4 SPF #2 MIN. TOENAILED .131"x3" NAILS FROM TRUSS TO TOP PLATE AT 3" O.C. (FULL PERIMETER) 26 GA, x 1 1 /2" 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 "x3" 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 "x3" 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 413" 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 I -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 RIDGEBEAM 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. . 1-1/2" GA. OUTTRGGGER r 9, ZOSSMEMBER, t�- )CATED OPPOSITE 1-1 /2" R AS SHOWN) SECTI QURIG ER SECTIQN RIDGEBEAM A'r MATELINES: (SEE RIDGEBEAM SPAN CHART ON PAGEM FRAW MT 1'EC-LAM 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) 16. GA, x 2 1/2" STAPLES. PLYW2QD: (2) LAYERS 3/4"x24" PLYWOOD, RATED SHEATHING, �/�� GlaNl \t'�1�T SFJM NO M 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 D21�69, 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 F3E l)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). 27'-4" 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: " 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. �INJ TURNER STREET CLEARWATER, FL 33750 Ph: (727) 44d-7000 F ?.E. LIC. 50252 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 �14' INC. L.iSAF'ROVAL CY THESE PRINTS COMPLY WITH THE FLORIDA MANUFACTURED BUILDING ACT OF 1979 CONSTRUCTION CODES AND, ADHERE TO THE FOLLOWING CRITERIA: C,ONST. 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 DEC 0A1998 COASTAL MODULAR BUILDINGS, INC. 6101 45TH STREET, NORTH ST. PETERSBU.RG, FLORIDA 33714-•1035 MANUFACTURER REVISIONS MINIn pY, -:' No. DATE BY FCC ER ASAP ROSS SECTION r DATE SCALE 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 (PERSPECTIVE) P.T. 2x8 SHIMS { •1•' : t' ':, .4 4%8" x16" 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%4"x16" CAP BLOCK MUST BE USED AT ALL PIERS. Al . 1 ! a 8"xl6"x4" (DEEP) CAP BLOCK 4 d 8"x8"x16" CONCRETE MASONRY UNITS 4"x24"0/8" (DEEP) ABS PADS (PERSPECTIVE) FRAME 1-13EAM BEYOND TYP. CROSSMEMBER BEYOND FLOOR JOISTS—: --- ad- 02 M PIER TYPE "A" TYP. FRAME I —BEAM BEYOND TYP. OUTRIGGER BEYOND TYP. STEEL HURRICANE STRAP — TYP. GROUND ANCHOR -- SECTION " E-E" 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. 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. (ELEVATION) 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. 2411 B _ PIE_R_"13" 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. rert 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. 8' - 8" F. T. 59'-1" 56'-7$' S1 4._ ,. 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__�IJ 2^g' _ 62'-0" F--1 F--1 F--1 I----1 F--1 I- --1 F--1 F--1 I-_ �► r-�- RT M. a■.... ( r.� . �� I mu® } . . I wommr.. I . . } 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 .rr .Immmmmmm �•rI ■tsr 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. F.T. F T. FIRST AND LAST TYP. PIER ONLY, TYP. SEE "PIER SPACING" CHART BELOW FOR DIMENSIONS FOUNDATION PLAN c<Lt ,ia -V 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'- F, 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'_6" 15 (@ EA. SIDEWALL) 1 140 1 C 1 6'-6"j 7'-0" 10 (UNDER EA. I -BEAM) FOUNDATION NOTES: NOTE: ALL REQUIRED BUILDING AND/OR CONSTRUCTION PERMITS MUST BE APPLIED I 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 . OCCUPANCY: BUSINESS FLOOR DESIGN LIVE LOAD: 50/100 PSF ROOF LIVE LOAD: 20 PSF. CONSTRUCTION: "TYPE V-B PIER TYPE "B". TYP. @ MATELINES 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%8"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