O60-37OROINANCE NO. 60-37
A~ ORDINANCE OF THE CITY Of BOYNTON BEACH, FLORIOA, ADOPTING THE SOUTHERn,!
STANDARD BUILDING CODE, 1957-1958 REVISION AND THE SOUTHERN STANDARD BUILDING
CODE, PART-L~(GAs), 1957'1958 EDITION, SECTIONS 1-3~ AND THE NATIONAL BOARD
OF FIRE UNDERWRITER§ CODE FOR THE INSTALLATION OF HEAT PRODUCING APPLIANCES,
HEATING, VENTILATING, AIR CONDITIONING, BLOWER AND EXHAUST SYSTEMS, AS THE
BUILDING CODE OF THE CITY OF BOYNTON BEACH, FLORIDA: PROVIDING CERTAIN
AMENDMENTS AND ADDITIONS TO PROVISIONS OF SAID CODE; PROVIDING FOR FIRE ZONE;
PROVIDING FOR THE ISSUANCE OF PERMITS AND COLLECTION OF FEES THEREFOR;
PROVIDING FOR A BOARD OF ADJUSTMENTS AND APPEALS; PROVIDING PENALTIES FOR
THE VIOLATION OF SAiD CODE; REPEALING THE PRESENT BUILDING CODE AND ALL
ORDINANCES AND PARTS OF ORDINANCES IN CONFLICT HEREWITH AND FOR OTHER PURPOSES.
BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF BOYNTON BEACH,
FLORIDA, AS FOLLOWS:
SECTION 1.
CHAPTER 5 OF THE CODE OF ORDINANCES OF THE CITY OF BOYNTON BEACH, FL~RIDAt
tS HEREBY REPEALED AND THE FOLLOWING IS HEREBY ENACTED tH LIEU THEREOF:
CHAPTER 5
BUILDING CODE
S[CTION 5-1. A9OPTt0N OF SOUTHERN STANDARD BUILDING CODE iNCLUDING
PART 13; (GAs) ..............
THE SOUTHERN STANDARD BUILDING CODE, 1957-1958 REVISION AND THE SOUTHERN
STANDARD BUILDING CODE PART '[~-(GAs), 1957-1958 EDITIONt SECTIONS 1-3, AS
PUBLISHED ~Y THE SOUTHERN STANDARD BUILDING CODE CONGRESS, AND THE NATIONAL
BOARD OF FiRE UNDERWRITERS CODE FOR THE INSTALLATION OF HEAT PRODUCING
APPLIANCES, HEATING~ VENTtLAT1N~ AIR CONDITIONING, BLOWER AND EXHAUST
SYSTEMS, AS PUBLISHED BY THE NATIONAL BOARD OF FiRE UNOERWRITERSf THREE
COPIES EACH OF WHICH WERE FILED WITH THE CLERK OF THE CITy OF BOYNTON BEACH,
FLORIDA, ON THE , 11TH ,,DAY OF OGTQBER, 1960 . BE AND THE SAME ARE HEREBY
ADOPTED AS THE BUILDING CODE OF THE CITY OF BOYNTON BEACH,, FLORIDA~ SUBJECT~
HOWEVER, TO SUCH AMENDMENTS, CORRECTIONS AND ADDITIONS AS SHALL APPEAR IN
SECTION 5'~ OF THIS ORDINANCE,
SECTION 5-~* AMENDMENTS TO BUILDING CODE:
THE FOLLOWING AMENDMENTS, CORRECTIONS, AND ADDITIONS TO THE SOUTHERN STANDARD
[3-,UtLDING CODE ADOPTED IN SECTION 5-I~ ARE HEREBY MADE AND ADOPTED; SAtE
AMENDMENTSt CORRECTIONS, AND ADDITIONS BEING SET FORTH HEREIN WITH REFERENCE
TO AND PREFACED BY THE SECTION NUMBER AND TITLE OF SAiD CODEr AS FOLLOWS:
(A)
THERE IS HEREBY ESTABLISHED IN THE CiTY A DEPARTMENT TO BE CALLED
THE PLANNING AND iNSPECTION DEPARTHEN? WHICH SHALL GE IN CHARGE OF A
BUILDING OFFICIAL.
DELETE
-1-
105~1 APPLICATION FOR PERMIT - WHEN REQUIRED
IA) ANY OWNERt AUTHORIZED AGENT~ OR CONTRACTOR WHO DESIRE TO CONSTRUCT)
ENLARGE, or REPAIR, MOVEl DEMOLISH OR CHANGE THE OCOUPANOY OF A
BUILOING OR STRUOTURE~ OR REPAIRI RESURF~.CE OR INSTALL ROOFING,
INSTALL AIR CONDITIONING SYSTEM! WINDOW AIR CONDITIONING UNITS
WHEN INSTALLED THRU WALLS! HEATING OR INSTALL A STEAM BOILERt
FURNACEt INCINERATORt OR OTHER HEAT PRODUCING APPARATUS OR OTHER
APPURTENANCEB$ THE INSTALLATION OF WHICH 1S REGULATED BY THIS CODE~
dALOUSIES~ STORM STOPS~ FENCES~ ~ALLS~ TELEVISION ANTENNAt MASTS
AND TOWERS, RADIO ANTENNAt MASTS AND TOWERS) FUELt TANKS~ PUMPS)
BOTTLED GAS! AND RELATED EQUIPMENT~ GROYANSt DOCKS) SWIMMING OR
~AD1NG POOLS~ WATER PROOFING AND SAND BLASTING! OR INSTALL AWNINGS~
SIGNS! PAVING! OR CAUSE ANY SUCH WORK TO BE DONEt SHALL FIRST MAKE
APPLICATION TO THE BUILDING INSPECTOR AND OBTAIN THE REQUIRED
PERMIT THEREFORe SUCH PERMIT SHALL 8E REQUESTED IN ALL CASES
DESCRIBED WITHOUT REGARD TO THE COST OF THE WORK, A SCHEDULE OF
FEES FOR PERMITS SHALL BE ESTABLISHED BY RESOLUTION O~ THE CITY
COUNCIL AND AMENDED FROM TIME TO TIME~ AS THE NECESSITY ARISESe
PARAGRAPH (C) 105.1 REVISE AS FOLLOWS:
A BUILDING PERMIT ~lLL BE MANDATORY ON REPAIRS OF ~t00.00 OR MOREe
105.3 DRAWINGS AND. SPEC.I.FICATION. S
(C) ALL DRAWINGS AND SPECIFICATIONS FOR RESIDENCES OF 1~00 SQUARE FEET
OR MORE~ COMMERCIAL Or PUBLIC BUILDINGS AND STRUCTURES OF $59000
VALUE OR MORE SHALL BEAR THE SIGNATURE AND SEAL OF A REGISTERED
ARCHITECT OR ENGINEERt REGISTERED IN THE STATE OF FLORIDA; AND
THE NAME OF THE OWNER OR HIS AGENTe ANY BUILDING UNDER THE
dURISDICTION OF THE H~TEL COMMISSION SHALL BE DESIGNED BY A
REGISTERED ARCHITECT. ~NY STRUCTURAL REMODELING OR STRUCTURAL
ALTERATIONS PLANS TO BE PREPARED BY A REGISTERED ARCHITECT OR
ENGINEER~
105.7 STREET LINES
No PERMITS SHALL BE GIVEN BY THE BUILDING OFFICIAL FOR THE
CONSTRUCTION OF ANY BUILDING, OR FOE THE ALTERATION OF ANY
BUILDING! WHERE SAiD BUILDING IS TO BE CHANGED AND SUCH CHANGE
W'[LL AFFECT THE EXTERIOR WALLS~ BAYS~ BALCONIES) OR OTHER APPENDAGES
OR PROdECTIONS FRONTING ON ANY STREET) ALLEY OR PUBLIC LANEt OR
FOR THE PLACING ON ANY LOT OR PREMISES OF ANY BUILDING REMOVED
FROM ANOTHER LOT OR PREMISES UNLESS THE APPLICANT HAS CAUSED A
CERTIFIED SURVEY OF THE PROPERTY AND STREET L]NES ~0 BE MADE
FOR SAID PROPERTYi AND FURNISHES TO THE BUILDING OFFICIAL A
CERTIFIED PLAT OF THIS SURVEYe
ALL PROVISIONS FOR SETBACKS AS SET FORTH IN THE CiTY OF ~OYNTON
~EACH ZONING CODE AS AMENDED~ ARE HEREBY ~DOPTED AND MADE A PART
OF THE ~UILDING CODE OF THE CITY OF BOYNTON BEAOHI FLORIDA.
-2-
106.2
(B)
106.3 '
(A)
(B)
106.5
~UALIFICATION OF APPLICANT
APPLICATION FOR PERMITS WiLL BE ACCEPTED ONLY FROM CONTRACTORS
CURRENTLY LICENSED [N THEIR RESPECTivE FIELD AND FOR WHOM NO
REVOCATION OR SUSPENSION OF LICENSE IS PENDING~ EXCEPT THAT
A SOLE OWNER NAY MAKE APPLICATION FOR PERHIT AND SUPERVISE THE
WORK IN CONNECTION WiTH THE CONSTRUCTIONt MAINTENANCEt ALTERA-
TION OR REPAIR OF A SINGLE FAMILY RESIDENCE OR DUPLEX FOR HIS
OWN USE AND OCCUPANCY AND NOT INTENDED FOR SALE. THE CONSTRUC-
TION OF MORE THAN ONE RESIDENCE BY AN INDIVIDUAL OWNER IN ANY
~2--NONTH PERIOD SHALL BE C0NSTRU~D AS CONTRADTING! AND SUCH
OWNER SHALL THEN BT REQUIRED TO BE LICENSED AS A CONTRACTOR.
SUCH' LICENSED CONTRACTOR OR OWNER SHALL BE HELD RESPONSIBLE
TO THE BUILDING OFFICIAL FOR THE PROPER SUPERVISION AND
CONDUCT OF ALL WORK COVERED THEREBY.
TINE LIMITATION
EVERY PERHIT ISSUED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS
OF THIS SECTION SHALL EXPIRE BY LIMITATION AND BECOME NULL AND
VOiD IF THE WORK AUTHORIZED BY SUCH PERMIT IS NOT COMMENCED
WITHIN ~0 DAYS FROM THE DATE OF SUCH PERMIT OR IF WORK
AUTHORIZED BY SUCH PERHIT IS SUSPENDED OR ABANDONED AT ANY TINE~
AFTER THE WORK IS COMMENCEDt FOR A PERIOD OF ~0 DAYS.
BEFORE WORKt FOR WHICH THE PERMIT HAS! FOR ANY REASONt BECOME
VOIDt MAY SE SUBSEQUENTLY CONIVlENCED OR RECOMNENCED$ A NEW
PERMIT SHALL FIRST BE OBTAINED. A VOIDED PERMIT MAY BE RENEWED
WITHIN ONE YEAR FOR FIFTY PERCENT OF THE AMOUNT OF THE ORIGINAL
FEEt BY THE ORIGINAL ISSUANT ONLY PROVIDED THE PROPOSED WORK
CONFORMS WITH ALL REQUIREMENTSt ORDINANCES~ RULES AND REGULATIONS
EFFECTIVE AT THE TINE OF SUCH RENEWAL.
~PECIAL INSPECTOR
ON ~E~ GUILD~NGS OR ADDITIONS OF TYPE I CONSTRUCTIONt ON ALL
MA~OR STRUCTURAL WELDINGt ON NAd0R STRUCTURAL ALTERATIONSt ON
CONCRETE WORK WHERE THE DESIGN ES BASED ON FIO tN EXCESS OF
2~00 POUNDS PER SQUARE INCH ON BUILDINGS OF AREA GREATER THAN
~0t000 SQUARE FEET~ ON BUILDINGS MORE THAN TWO STORIES IN
HEIGHTt AND ON BUILDINGS AND STRUCTURES OF UNUSUAL DESIGN OR
METHODS OF C0NSTRUCTIONt THE BUILDING 0FFICtAL MAY REQUIRE
THE OWNER TO E~PLOY A SPECIAL INSPECTOR FOR THE INSPECTION
OF THE STRUCTURAL FRAMEWORK AND SUCH SPECIAL INSPECTOR SHALL
BE PRESENT AT ALL TIMES THAT ~RK 1S iN PROGRESS ON THE
STRUCTURAL FRAME. THE BUILDI'NG OFFICIAL MAY REQUIRE A SPECIAL
INSPECTOR ON PILE DRIVINGe
SUCH SPECIAL iNSPECTOR SHALL BE A REGISTERED STRUCTURAL ENGINEER
OR HIS ACCREDITED EMPLOYEE WHO SHALL BE RESPONS)BLE FOR THE
CONTROL OF THE MATERIALS AND HETHODS OF CONSTRUCTION. HE SHA~L
(D)
107~4
111
111.2
114
201
BE RESPONSIBLE FOR CONPLI'tNOE WiTH THJS CODE AND SHALL SUBH|T
WEEKLY PROGRESS REPORTS OF DALLY I~SPECTION8 TO THE BUILDING
AT THE COMPLETIO~ OF THE CONSTRUCTION WORK OR PROJECT1 THE SPECIA~
INSPECTOR SHALL SUBHIT A CERTIFICATE OF OOHPL[ANOE TO THE BUILDING
OFFICIALt STATING THAT THE WORK WAS DONE JN COmPLiANCE WITH THIS
CODE AND IN ACCORDANCE WITH THE APPROVED PLAN OR PLANS; AND HIS
DUTIES SHALL END WITH THE SUBHISSION OF SUCH CERTIFICATE, FtNAL
INSPECTION SHALL BE HADE BY THE BUILDING OFFICIAL BEFORE A
CERTIFICATE OF OCCUPANCY IS [SSUEDe
tN LIEU OF THE ABOVEt THE BUILDING OFFICIAL MAY ACCEPT A WRITTEN
CERTIFICATION BY THE DESIGNING ARCHITECT OR ENGINEER THAT HE HAS
FULL SUPERVISJON OF THE CONSTRUCTION~ AND IN ADDITION THE BUILDING
OFFICIAL MAY REQUIRE THAT THE SUPERVISING ARCHITECT 0E ENGINEER
PROVIDE TESTING LABORATORY REPORTS AS TO ~ELDtNGt CONCRETE STRENGTH
ETC. FROM A REOOGNIZED AND APPROVED TESTING LABORATORY OR SiHILAR
FACILITY, UPON THE COMPLETION THE BUILDING OFFICIAL ~AY REQUIRE
THAT THE DESIGNING ARCHITECT OR ENGINEER SUBHIT A CERTIFICATE OF
COHPLIANCE~ STATING THAT ALL WORK WAS DONE jN ACCORDANCE WITH THE
CITY BUILDING CODE AND THE APPROVED PLANS,
DOUBLE FEE
~HEN WORK FOR ~HICH A PERHIT IS REQUIRED IS STARTED OR PROCEEDED
WITH PRIOR TO THE. OBTAINING OF SAID PERH1Ti THE FEES AS SPECIFIED
HEREIN HAY BE DOUBLEDe THE PAYHENT OF SUCH OOUDLE FEE SHALL NOT
RELIEVE ANY PERSON~ FIRM OR CORPORATION FROH FULLY COMPLYING WITH
THE REQUIREMENTS OF THiS CODEt NOR FRO~ ANY PENALTIES PRESCRIBED
THEREIN~
~0ARD OF ADJUSTMENTS AND APPEALS
SUBSTITUTE THE FOLLOWING:
THE BUILOING BOARD SHA~L ACT AS A BOARD OF ~D~USTHENTS AND
APPEALSe
DELETE
DELETE
GRADE -- HINIMUM. FLOOR
~NIHUH FLOOR GRADE FOR RESIDENTIAL BUILDINGS TO SE ~ tNCHE~
ABOVE SIDEWALK OR CROWN OF ROAD GRADE; COHHERCIAL OR INDUSTRIAL
BUILDINGS TO BE ~ INCHES ABOVE SIDEWALK OR CROWN OF ROAD GRADE!
UNLESS SATISFACTORY DRAINAGEt NATURAL OR HEDHANICAL$ IS PROVIDEDe
301,1
(~)
(c)
301.2
301.3
304.2
405.5
GENERAL
FOR THE PURPOSE OF THIS CODE THERE SHALL BE ESTABLISHED TWO (2)
FIRE DISTRICTS OR ZONES~ WHICH SHALL DE KNOWN AS THE FIRST AN~
SECOND FIRE DISTRICTS.
THE FIRST FIRE ZONE SHALL COMPRISE THE AREA DOUNDEO ON THE EAST GY
THE INLAND WATERWAY! ON THE NORTH DY THE BOYNTON CANAL~ ON THE WEST
DY N.W. ~ S.W, ?TH ST.t AND ON THE SOUTH DY S.E. & S.W. 15TH AVE.
HENCEFORTH ANY AREA ZONED INDUSTRIAL OR COMMERCIALt OUTSIDE THE
ABOVE AREAt SHALL BE CONSIDERED A PART OF THE FIRST FIRE ZONE.
ALL OTHER AREAS SHALL ~E tN THE SEcoND FiRE ZONE.
TYPES,OF CONST~T~p~.PERHI~TED
WITHIN THE FIRST AND SEOONO FlEE DISTRICTS EVERY GUILDING HEREAFTER
ERECTED SHALE GE ONE OF THE FOLLOWING TYPES EXCEPT TEMPORARY
STRUCTURES AS PROVIDED IN SECTION 504 AND ONE OR TWO FAMILY DWELL?
lEGS AND PRIVATE GARAGES WHICH MAY BE ERECTED OF TYPE VI WOOD
FRAME CONSTRUCTION tN THE SECOND FiRE DISTRICT 0NLYt PROVIDED
SUCH BUILDINGS ARE SET BACK FRO~ SIDE AND REAR PROPERTY LINES AT
LEAST 10 FEET:
TYPE 1
· TYPE I i
TYPE ! I !
TYPE IV
TYPE V
FIREPROOF
~*IRE-RESISTIVE
HEAVY TIMBER
NON-COMBUSTIBLE FRAME
ORDINARY
(A), (B) AND (C) --SAME
(D) Roof COVERINGS -- ROOF COVERINGS tN THE FIRE DISTRICTS SHALL
OONFORM TO TYPE A OR B ROOF COVERINGS AS DEFINED iN SECTION 706
OF THESE AMENDMENTS.
(E) ~TERtOR.FI~E.PROTE~[ON FIRST AND SECOND FIRE DIS~RiCT.S
IN ALL BUILDINGS (UNLESS OF TYPE II! HEAVY TIMBER CONSTRUCTION OR
SPRINKLERED) ALL WALLS~ FLOORSt ROOFS! CEILINGS AND THEIR
SUPPORTING STRUCTURAL MEMBERS SHALL PROVIDE NOT LESS THAN ONE (1)
HOUR FIRE--RESISTANCE. (TEMPORARY PARTITIONS ARE SET FORTH IN
SE~TION ?02.2).
DELETE SUBPARAGRAPH ?.
GROUP ~tBH BUSINESS OCCUPANCY -- HEIGHT AND AREA RESTRICTIONS
ALLOWABLE HEIGHTS
TYPE CONSTRUCT 10N
STORY HEIGHT
**TYPE VI -WOOD FRAME
B-1 OFFICES, ETC. ONE
B-2 MERCANTILE ONE
-5-
ALLOWABLE AREAS
b~As ~ER FCpOR,(~. FT.)
ONE TWO OVER TWO
STORY STORIES STORIES
9,000 NOT PER- NOT PER-
MITTZ~ MITTED
6,000 NOT PER- NOT PER-
MITTED FITTED
406.5
407.5
505.2
NOTES: NO CHANGE
GROUP ~tCft,,SCHOOL 0~CUPANCY _ HEIGHT AND AREA RESTRICTIONS
TYPE Vi - ONE STORY ~ HOUR FIRE-RESISTANCE INSIDE AND OUT.
TWO STORY SCHOOL BUILDINGS WITH OPEN SINGLE LOADED SECOND FLOOR
CORRIDORS SHALL HAVE THE SAME ROOF CONSTRUCTION AS ONE STORY
SCHOOLS. IN ANY EVENT ROOF CONSTRUCTION SHALL MEET THE REQUIREMENTS
OF THE FIRE ZONE IN WHICH THE SCHOOL BUILDING IS LOCATED.
GROUP ~tDt~ INSTITUTIONAL OCCUPANCY -- HEIGHT AND AREA RESTRICTIONS
TYPE V|,- WOOD FRAME
D-1 NOT PERMITTED
0-2 NOT PERMITTED
FILLING STATION_..~ SHALL DE CONSTRUCTION PROVIDING ONE HOUR FIRE
RESISTANCE. N0 OPENINGS SHALL DE PLACED tN EXTERIOR WALLS O~
FILLING STATIONS WHICH ARE LOCATED FIVE FEET OR LESS FROM PROPERTY
LINES OR ADJACENT STRUCTURES.
PERMIT REQUIRED WHEN CAP~CITY OVER 300 GALLONS. IT SHALL DE
UNLAWFUL FOR ANY PERSON TO tNSTALLt PLACEr LOCATE~ DURY~ ERECT OR
MAINTAINt OR TO AID OR ASSIST IN THE INSTALLATION1 PLACINGt
LOCATINGt 6URYING~ ERECTING OR MAINTAINING ANY TANK DESIGNED OR
INTENDED TO DE USED FOR THE STORAGE OF ANY LIQUID COMMONLY USED
FOR FUELI SUCH AS GASOLINEt KEROSENE~ DIESEL OIL OR LIKE SUBSTANCESt
HAVING A TOTAL CAPACITY OF OVER ~00 GALLONSt UPON ANY PROPERTY OR
PREMISES WITHIN SUCH ClTY~ UNLESS THERE FIRST GE SECURED FROM THE
CITY BUILDING [NSPECTOR A ~RITTEN PERMIT~
INFORMATION TO DE FURNISHED DY APPLICANT FOR PERMIT. ~T SHALL BE
THE DUTY OF AN APPLICANT FOR SUCH A PERHIT TO FURNISH A WRITTEN
APPLICATION TO THE BUILDING INSPECTORf ACCOMPANIED WITH PAYMENT
OF A FEE IN THE SUM OF $~0.00 TO COVER THE COST OF INVESTIGATIONt
WHICH APPLICATION SHALL SHOW THE FOLLOWING INFORMATION[
(A) THE NAME AND ADDRESS OF THE APPLICANT.
(D) THE NAME AND ADDRESS OF THE OWNER OF THE PREMISES.
(C) THE LEGAL DESCRIPTION OF THE PREMISES AND ITS STREET
LOCATION.
(D) THE ZONING DISTRICT IN WHICH SUCH PROPERTY IS LOCATED.
(E) A SKETCH SHOWING THE EXACT PROPOSED LOCATION OF TANK
UPON OR UNDER THE PREMISES; AL~O THE EXACT LOCATION OF
ANY OTHER EXISTING TANKS UPON OR UNDER THE PREMISES.
(FI THE SIZEt TYPE~ CONSTRUCTIONt CAPACITY AND PURPOSE OF
THE PROPOSED TANK AND ANY OTHER EXISTING TANKS.
-6-
5o9
T~YPE, CONSTRUCTION, DESIGN AND INSTALLATION ~O MEET REGULATION~
OF NATIONAL BOARD 9F FIRE UNDERWRITERS.
(A) THE LOCATION~ DESIGNt CONSTRUCTION AND INSTALLATION OF
ALL SUCH TANKS MUST COMPLY WITH ALL ORDINANCES OF THE
CITY OF BOYNTON BEACH~ INCLUDING ALL ZONING AND BUILDING
CODE REGULATIONSt AND IN AODtT|ON~ THE TYPEt CONSTRUCTtON~
DESIGN AND INSTALLATION THEREOF HUST CONFORm STRICTLY TO
THE RULES AND REGULATIO~s OF THE NA~TIONAL BOARD OF FIRE
UNDERWRITERS.
(B) SPACING BETWEEN TA~S - (UNCERGROUNO). THE LOCATION OF
A TANK FOR STO.AGE W,TH RESPECT TO
SHALL BE SUCH THAT THE DISTANCE BETWEEN THE. SHALL NOT
LESS THAN TWO (2t) FEET UNLESS OTHERWISE APPROVED BY THE
CHIEF OF THE FIRE DEPARTMENT,
FIFTEEN THOUSAND GALLONS STORAGE LIMIT. IT SHALL BE UNLAWFUL FOR
ANY PERSON TO CONSTRUCT OR INSTALL ~ITHIN THE CiTY OF BOYNTON BEACH
FACILITIES FOR THE STORAGE OF MORE THAN l~tO00 GALLONS OF GASOLINEt
ATt UPON OR UNDER ANY ONE GASOLINE FILLING STATION OR GASOLINE
SERVICE STATION SITEt AND NO PERMIT SHALL BE GRANTED WHERE THE
APPLICANT CONTEHPLATES STORAGE FACILITIES IN EXCESS OF THE
PROVISIONS OF THIS SECTION.
PERMIT REFUSED WHEN FIRE HAZARD INCREASED OR ORDINANCES VlOLAT~,
NO PERMIT SHALL BE GRANTED WHERE A VIOLATION OF ANY CITY OROlNANCE
I$ iNVOLVED OR WHERE THE BUILDING INSPECTOR AND FIRE INSPECTOR
DETERMINES TH~ OPERATION OR MAINTENANCE OF ANY SUCH PROPOSED TANK
WOULD UNDULY INCREASE ~E FIRE HAZARD OF THE SURROUNDING NEIGHBOR-
HOOD OR PROPERTYt OR WHERE THE PUBLIC SAFETY OR ~ELFARE tS
JEOPARDIZED.
pUBLIC
PUBLIC GARAGES SHALL BE TYPE It II~ Itt~ tVt OR V,,CONSTRUCTION.
TYPE V[ ~OOD FRAHE SHALL IN NO CASE BE PERHITT'EOe IF OF TYPE V
CONSTRUCTIONt IT SHALL NOT EXCEED ONE STORY IN HEIGHTt BUT SHALL
NOT EXCEED THE MAXlHUM HEIGHT AND AREAS ALLOWED FOR GROUP F STORAGE
BUlLDING. ALL PUBLIC GARAGES SHALL HAVE AT LEAST ONE HOUR FIRE
RESISTANCE THROUGHOUT,
~EENHOUS.E?
GREENHOUSES HORE THAN 35 FEET IN HEIGHT SHALL HAVE A NON-COMBUSTI-
BLE STRUCTURAL FRAME. GREENHOUSES NOT OVER 400 SeUARE FEET iN
AREA~ OR 15 FEET HIGHt SHALL BE CONStDEREO ACCESSORY STRUCTURES
AND .AY BE O~'ANY CONSTRUCTION EXCEPT THAT ANY GREENHOUSE W~TN
WOOD FRAMES SHALL SE LOCATEO NOT LESS THAN 10 FEET FROM ANY
ADJO~NtN~ STRUCTURE O~ 5 ~EET FRO~ PROPERTY LINE.
--7-
607.2
LODAT~ION ON, PROPERTy
SUBSTITUTE THE FOLLOWING=
607.3
703.
I~ALL EXTERIOR WALLS OF TYPE VI;~ WOOD FRAME BUILDINGS
SHALL BE LOCATED NOT LESS THAN 5 FEET FROM PROPERTY
ANY TYPE VI WOOD FRAME BUILOING MUST BE 10 FEET FROM ANY
OTHER BUILDINGe
7O6
706.1
(A).
SECOND PARAGRAPH -- EVERY BUILDING (EXCEPT ONE AND TWO FAMILy'
DWELLINGS WHICH ARE LESS THAN THREE (3) STORIES tN HEIGHT!
CHURCHEs AND BUILDINGS OF TYPE VJ~ ~OOO FRAME CONSTRucTION).
SHALL HAVE APPROVED FIRE W~NbO~S~ FiRE DOORs OR OTHER APPROVE~
PROTECTIVES IN EVERY OPENING IN THE E~TERIOR WALLS UNDER THE
FOLLOWING CONDITIONS:
1. IN ALL BUILDINGs WHERE THE DIsTANcE FROM THE PROPERTy
LINE IS FIVE (5) FEET OR LESS (PROPERTy LINES DOES NOT
APPLy TO STREET LINE OR THE LIKE.)
~N BUILDINGS WHERE SUCH OPENINGS IS ABOVE ANO LESS THAN
TEN (10) FEET DISTANCE FROM ANy PART OF A NEIGHBORING
ROOF.
ROOF COVERINGS: ENTIRE SECTION 1S REWRITTEN AS FOLLOWS[
GENERAL: ROOF COVERINGS SHALL BE DIVIDED INTO THE CLASSES
DEFINED BELOW WHICH ARE AS OUTLINED BY THE UNDERWRITERS
LABORATORIES!
CLASS A. INCLUDES ROOF COVERINGS WHICH ARE EFFECTIVE AGAINST
SEVERE FIRE EXPOSURES AND SHALL INCLUDE THE FOLLOWING: BRICK;
CONCRETE; SLATE; TILE; CORRUGATED ASBESTOS; BUILT-UP ROOFING
WITH GRAVEL OR SLAG SURFACE; ASPHALT ASBESTOS FELT BUILT-UP
ROOFING; ASBESTOS CEMENT SHINGLES; ASBESTOS PLASTIC STRIp
SHINGLES.
CLASS B INCLUDES ROOF COVERINGS WH|CN ARE EFFECTIVE AGAINST
MODERATE FIRE EXPOSURES AND SHALL iNCLUDE THE FOLLOWING:
CORRUGATED IRON SHEETs; GALVANIZED IRON SHEETS; GALVANIZED
IRON SHINGLEs; SHEET COPPER; ASPHALT ASBESTOS FELT SHJNGLES~
ASPHALT ASBESTOs ROLL ROOFING.
CLASS C INCLUOEs ROOF COVERINGS WHICH ,ARE EFFECTIVE AGAINST
LIGHT FIRE EXPOSURE ANO SHALL INCLUDE THE FOLLOWING: MINERAL
SURFAOED ROLL ROOFING; HINERAL SURFACED INDIVIDUAL OR STRIP
SHINGLES; SMOOTH SURFACED ROLL ROOFING; WOOD SHINGLEse
TYPES OF ROOFING NOT SPECIFICALLY MENTIONED! BUT WHICH UNDER
TEST ARE RATED BY THE NATIONAL BOARD OF FIRE UNDERWRiTERst MAY
BE ACCEPTABLE UNDER THE RATED CLASse
-8-
706~2
706.3
FiRE ZONZ REqUiREMENTS: WITHIN THE LIMIT OF THE First FIRE ZONE) A
CLASS A ROOF 18 REqUIREB~ EXOEPT FOR DWELLINGS ON WHICH EITHER A CLASS
A OR CLASS B TYPE OF ROOF WILL BE PERMITTED, WITHIN THE LIMITS OF THE
SECOND Fire ZONEl EITHER CLASS A OR CLASS B ROOF ONLY WILL BE PERMITTEDr
OUTSIDE THE LiMiTS Of THE FIRST AND SECOND Fire ZONES~ EITHER CLASS A..
B OR C_. ROOFS WILL Be PERMITTEDt EXCEPT THAT CLASS C ROOFS WILL NOT BE
PERMITTED ON BUILDINGS OVER TWO STORIES tN HEIGHT! OVER 2500 SQUARE
FEET IN AREA OR OCCUPIED AS STORESt FACTORIES~ WAREHOUSESf INDUSTRIAL
BUILDINGs! PUBLIC GARAGESt SCHOOLSt CHURCHES$ OR OTHER PUBLIC BUILDINGS~
FILLING STATIONS OR ANY OTHER BUILDING THAT MAY REQUIRE A CLASS A OR
B RCOFING~
ROOF COVERINGS:
A. Roof SLOPES: (MiNI.UM) (MAX~MU.)
~e SLATE SHINGLES: CLAY OR CEMENT TILE 3H IN 12t~ MINIMUM.
2~ ASPHALT AND ASBESTOS SHINGLES ~{~ JN 12~l MINIMUM,
~ BUILT--UP ROOFS (GRAVEL OR SLAG SURFAGE)
FLAT ROOF SPECIFICATIONS 2H IN 12" MAXIMUM.
STEEP ROOF SPECtFIOATIONS 41! IN 12H MAXIMUM.
~. BUILT--UP ROOFS WITH MINERAL SURFAOED
CAP SHEET 2H IN ~2~ MINIMUM,
B. UNDERLAY:
~. FOR CLAY OR CEMENT TILE OR SLATE SHINGLES: ONE LAYER O~
ASPHALT FELT TINTAGGED TO ~LID SHEATHING AND ONE LAYER OF
MINERAL SURFACED ROLL ROOFING MOPPED ON WITH HOT ASPHALT~
2. FOR ASPHALT: ASBESTOS SHINGLES: METAL SHINGLES OR 85 LB. MINERAL
SURFACED ROLL ROOFING: ONE LAYER OF 30 LEe ASPHALT FELT T[NTAGGED
TO SOLID SHEATHING. (MINIMUM)
THE UNDERLAY SHALL BE TINTAGGED TO THE ROOF SHEATHING
THROUGHOUT AND 6I! O.C. ON THE PERIMETER OF EACH SHEETe
0, ~ATERIALS AND APPLICATION:
CEMENT SHINGLES MUST MEET THE REQUIREMENTS FOR CONCRETE ROOFING
TILE AS ADOPTED BY THE CiTY OF MIAMI AND 0ABE COUNTY BUILDING
DEPARTMENTS AS OF MAY 1! ~9~?. A CoPY OF WHICH IS ON FILE' IN THE
OFFICE OF THE CITY PLANNING AND ~NSPECTION DEPARTMENT AND SAME IS
HEREBY INCORPORATED HEREIN BY REFERENCE~
2e ~SPHALT SHINGLES SHALL HAVE A MINIMUM WEIGHT OF 210 LBS, PER
100 SC, FT, AND SHALL DE iNSTALLED ACCORDING TO THE MANUFACTURERS
~SBESTOS SHINGLES SHAL.L HAVE THE MINIHUM ~EIGHT REQUIREMENTS PER
100 SC, Ft, AMERICAN METHOD 470 LBS,; DUTCH METHOD 265 LBS,;
FRENCH OR HEXAGONAL 250 LBS, AND SHALL BE .INSTALLED ACCORDING
TO THE MANUFACTURERS SPECIFICATIONSe
4, BUILT--UP ROOFING SHALL BE APPLIED ACCORDING TO THE APPROVED
SPECIFICATIONS OF NATIONAL ROOFING MANUFACTURERS,
5* SLATE SHINGLESt CLAY TILE! AND CEMENT SHINGLES SHALL BE PROPERLY
TREATED TO INSURE BOND AND SHALL BE LAID IN A CEMENT MORTAR IN
SUCH A WAY THAT NATURAL DRAINAGE ALONG 'l?tE SLOPE OF THE ROOF
NOT IMPEDEO. ~LL STARTER TILE ~RE TO BE NA{LED AND
ALL FIELD TILE ON ROOFS WITH PITCH OF 6tI IN 12il AND OVER MUST BE SPOT
NAILED EVERY THIRD TILE IN EVERY FIFTH ROW OR OTHER APPROV[D MANNER,
CEHENT TILE SHALL BE LAID WITH A 3ti HEADLAPt SLATE SHINGLES AND CLAY
TILE AS RECOMMENDED BY MANUFACTURER,
METAL ROOFS: To BE INSTALLED ACCORDING TO MANUFACTURERS RECOHMENDA--
TIONS WITH THE FOLLOWING MtNiHUM REQUIREMENTS:
A, GALVANIZED SHEET METAL 26 CAe MINIMUM,
COPPER - 16 OUNCE (ROOFING TEMPER).
CORRUGATED ALUMINUM ,024 MINIMUM THICKNESS,
METAL SHINGLES - 28 GAUGE MINIMUM AND 8Il X 12f! MAXIMUM S[ZEe
JOINTS LOCKED OR SOLDERED AND MADE WATERTIGHT.
CORRUGATED OR FLAT SHEET METAL ROOFING OR SIDING PERMITTED ONLY
IN INDUSTRIAL ZONE,
MISCELLANEOUS:
1, INSULATION
THE use oF CORK~ FIBERBOARD OR OTHER APPROVED INSULATION SHALL BE
PERHITTED tN ALL TYPES OF CONSTRUCTION ON TOP OF THE ROOF DECK
PROVIDED THAT SUCH INSULATION IS PROPERLY SECURED TO THE ROOF
DECK AND IS CGV[~ED ~iTH AN APPROVED TYPE OF ROOFING APPLIED
THERETO AND CONFORMING TO THE FIRE ZONE REQUIREMENTS~
FASTENINGS:
ALL NAILS TO SE GALVANIZED OR OF BETTER RUST PREVENTIVE QUALITY
EXCEPT ON ALUMINUM ROOFING TO BE ALUMINUM! AND ON COPPER TO BE OF
COPPER OR COPPER ALLOY,
~, .R~PLACEMENT OF DAMAGED ROOFING:
ANY NON-CONFORHING ROOFING DAMAGED HORE THAN ~0~ OF THE AREA OF
THE ROOF SHALL NOT BE RECONSTRUCTED AND USED AS BEFORE SUCH
DAMAGEt But tf LESS THAN ~0~ DAMAGED tt MAY SE RECONSTRUCTED OR
USED P. ROVIDED THAT A BUILDING PERHIT IS ISSUED AND THE WORK DONE
WITHIN SIX HONTHS NEXT SUCCEEDING THE TIME OF DAMAGE, ANY NON--
CONFORHING ROOFING THAT IS TO BE ENTIRELY REPLACED SHALL ~E
CHANGED TO A CONFORHING USE~ AND MAY NOT THEREAFTER BE ~HANGED
BACK TO ANY NON-CONFORMiNG ROOFING,
EQUIPMENT:
ALL TAR HEATING POtS OR KETTLES SHALL BE EQUIPPED WITH A I~FLASH
~UARD~! OR OTHER DEVICE ~HICH ELIMINATES THE FiRE HAZARD FROM
HEATING AND HELTING OF TARt PITCH OR ASPHALT, ALL TAR HEATING
KETTLES SHALL BE AN APPROVED TYPE AND SHALL ~E CHECKED BY THE
FIRE CHIEF, TAR POTS WILL BE PLACED TO INSURE MAX[MUM SAFETY
DURING OPERATION. ~LL TAR HEATING POTS OR KETTLES NOT APPROVED
MUST HAVE A FIRE PERMit FOR EACH JOB, ALL OPEN TAR POTS OR
KETTLES MUST BE MOUNTED ON STEEL PIPES OR BLOCKS, NO CONCRETE~
BRICK O~ HASONRY SUPPORTS ARE TO BE USEDe NO OPEN TAR POTS OR
KETTLES ARE TO SE USED IN THE ~IRST FIRE ZONEe NOR TRANSPORTED
ON ANY PUDLlC STREET, ALL TAR KETTLESt WHEN BEING TOWED OR
TRANSPORTED ON ANY PUBLIC STREETe HUST BE CLOSED WITH COVERS
ADEQUATE TO PREVENT SPILLING OR SLOPPING OF CONTENTSf AND EQUIPPED
WITH SAFETY CHAINS ON TRAILER HITCH,
-lO-
IF SH~INGLES ARE OF A CORROSIVE TYPEf ROSIN PAPER SHALL BE USED
UNDER METAL IN ADDitiON TO UNDERLAY,
CONCRETE AND CONCRETE MIXTURE ROOFINGS SHALL COMPLY WITH FIRE
UNDERWRITERS AND HANUFACTURERS SPECIFICATIONS, WHEN A ROOF
CONSTRUCTED USING THESE MATERIALS AND tS REQUIRED TO BE WATER--
PROOFt THE INSTALLATION SHALL BE MADE USING AD-CEP~ABLE MATERIALS
AND METHOD.
DISSIMILAR METALS SHALL NOT BE US'ED IN IMMEDIATE CONTACT IN ANY
ROOF CONSTRUCTION.
706.4 ~FA~INGS
VAE~Eys~ FLASHING AT VALLEYS SHALL E~ NOT LESS THAN 46,, WIDE AND FOR
CEMENT OR CLAY TILE OR ASBESTOS SHINGLES ~UST BE A MINIMUM OF 1~ OUNCE
COPPER OR OTHER NON-CORROSIVE METAL APPROVED BY THE BUILDING INSPECTOR~
~LASHING AT VALLEYS FOR MINERAL SURFAGED ROLL ROOFING OR ASPHALT
SHINGLES SHALL BE NOT LESS THAN TWO THIGKNESS OF ~ LBi MINERAL
SURFACED ROLL ROOFING. BOTTOM STRIP NOT LESS THAN ~! WIDE AND THE
TOP STRIP NOT LESS THAN ~t! WIDE.
DRIP EDGE OR GRAVEL ~OP: AT ALL EAVES AND GABLES THERE SHALL BE
INSTALLED A METAL EDGE STR'IP OF GALVANIZED STEEL~ COPPER OR
ALUMINU~ WITH AN OVERLAP OF A HINtMUM OF ~I! WHICH MUST BE SOLDERED
OR LAPPED ~! AND SET IN MASTIC.
~OOF AND WALL AND PARAPET INTERSECTION: IF WALLS ARE OF MASONRY OR
HASONRY
VENEERi SHEET METAL COUNTER FLASHING SHALL BE INSTALLEDl PROVIDED
MASTIC AND FELT PARAPET FLASHING IS NOT USED. THE BASE FLASHING MAY
BE OF METAL OR FELTS AND PLASTIC AS THE DONDITION REQUIRES,
COUNTER FLASHING SHALL TURN INTO THE MASONRY A MINIMUM OF ~li ~JTH
~ft TURNED UP~
AT WOOD ~ALLS PROPER BASE OR THROUGH-WALL FLASHING SHALL SE PROVIDED.
ALL CHIMNEY AND ROOF INTERSECTIONS SHALL BE FLASHED AND COUNTER--
FLASHED WITH METAL.
706,5
CRICKETS AND OR SADDLE COVERINGS SHALL ~E OF METAL OR WHEN ACCEPTABLE
BY ~E BUILDING ~NSPECTOR MAY BE OF THE SAME MATERIAL AS THE ROOF.
GUTTER AND ~OWNSPOUTS
GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED IF REQUIRED BY THE ~UILDING
INSPECTOR. ~O WATER FROM ROOFS SHALL BE PERMITTED TO FLOW OVER PUSLIC
SIDEWALKS:
MATERIALS SHALL BE A MINIMUM OF 16 OUNCE COPPER! 26 GAUGE GALVANIZED
STEELt ALUMINUM OR OTHER MATERIALS AS APPROVED BY THE ~UILDING
INSPECTORS.
THE SIZE OF DOWNsPouTs SHALL ~ 1 SQUARE INCH FOR EACH ~00 SQ. FT.
OF ROOF AREA~
-11-
706.7
714
802.1
802.2
706.6 Roof OUTLETS
SCUPPERS FOR ROOF OUTLETS SHALL BE A MINIMUM OF 2 SQUARE INCHES FOR
EACH t00 SC, .FT. OF ROOF AREA AND AN OVERFLOW OF THE SAME SIZE
SHALL BE PROVIDED NOT LESS THAN 2~t NOR HORN THAN 4I! ABOVE THE
ROOF DECK UNLESS THE ROOF IS ESPECIALLY DESIGNED FOR WATER COOLING)
IN WHICH CASE THE OVERFLOWS MAY BE RAISED TO PROVIDE FOR RETAINING
THE WATER.
2. WHERE LEADERS ARE CARRIED DOWN INSIDE OF THE BUILDING THEY SHALL
BE THE SAME SiZE AS REQUIRED FOR DOWNSPOUTs AND SHALL BE CAULKED
CAST IRONs SCREW JOINT WROUGHT IRON WATER pipet OR COPPER PIPEt
OR OTHER APPROVED MATERIAL.
3, PROPER SCREENS SHALL BE PLACED AT ALL ROOF DRAINS TO PREVENT
STOPPAGE OF FLOW OF WATER BY DEBRIS.
~OOF DRAINAGE
THE WATER FROM THE ROOF OF ANY BUILDING WHICH WOULD FLOW BY GRAVITY
OVER A PUBLIC SIDEWALK SHALL BE CARRIED BY MEANS OF CONDUCTORs UNDER
THE SIDEWALK AND THROUGH THE CURB INTO THE GUTTER, PROVIDED HOWEVER!
THAT iF A STORH SEWER OR CATCH-BASIN tS AV~ILABLEt THE BUILDING
INSPECTOR MAY REQUIRE THE ROOF DRAINS AND AIR CONDITIONING SYSTEM
EXCESs ~ATER TO BE CONNECTED TO THE STORM SEWER,
WHERE BUILDINGS ARE ADJACENT TO PUBLIC PROPERTY~ GUTTERS AND DOWNSPOUTS
ARE REQUIRED,
COOLING TO~ERS
POSITIVE PROVISION SHALL BE MADE FOR ADEQUATE DISPOSAL OF BLEED WATER!
OVERFLOw AND MAINTENANCE DRAINAGE TO STORM 6EWERS OR PROPERLy DESIGNED
DRY-~ELLS. ALL COOLING TOWERS SHALL BE SITED OR CONSTRUCTED TO PREVENT
ANY NUISANCE DUE TO SPRAy~ SPATTERf FOAMING DRAINAGE OR EXCESSIVE
NOISE OR THE LIKE ON OR TO ANY BUILDING~,WALK~ ALLEYS OR STREETt OR
THE PUBLIC IN GENERAL. WHEN AFTER ERECTION SUCH NUISANCES ARE FOUND
IN THE OPINION OF THE BUILDING OFFICIAL TO OCCURt THEY SHALL BE
ABATED WITHIN A PERIOD OF ~0 DAYS.
(c) BRicx
THE WALLS OF BRICK HASONRY CHIMNEYS SHALL DE NOT LESS THAN THREE AND
THREE--QUARTER (3 ~) INCHES THICK. ALL BRICK SHALL DE LAID WITH CLASS
A OR B MORTARt FULL MORTAR JOINTS ~TRUGK SMOOTH WHERE EXPOSED TO THE
WEATHER. ALL BRICK USED SHALL BE HARD-BURNED RED CLAY BRICK. FOR
TWO STORy OR HIGHER CHIMNEYS THE MINIMUM WALL THICKNESS SHALL BE
EIGHT iNCHES.
CONCHES[ OHIT LAST SENTENCE.
FLUE LINING
FIRST PARAGRAPH - "0 CHANGE
SECOND PARAGRAPH -- NO CHANGE
THIRD PARAGRAPH -- FLUE LININGS ARE REQUIRED IN REINFORCED
CONCRETE CHIMNEYs.
-12-
802.3
817.1
1~03,2
FIREPLACES
THE BACK AND SIDEs OF FIREPLACES SHALL BE A MINIMUM OF EIGHT INCHES
OF HArD-BURNED RED CLAY BRtCK~ OR IN LIeU OF BRICK MASONRYf EIGHT (8)
iNCHES OF REINFOROEO CONCRETEt IN TH ICKNESSa MAY BE USED. A LINING
OF FIR£-BRICKt AT LEAST TWO (2) INCHES THICK, OR OTHer APPROVED
MATERIAbf SHALL BE PROVIDED UNLESS THE THiCKNeSS iS TWeLVe (12)
INCHES. FJR£PLAOES SHALL HAVE HEARTHS OF BRICKI STONE, TtLE~ OR
OTHER APPROVED NON-COMBuSTIBLE MATerIAL SUPPORTED oN A FIREPROOF
SLAB OR ON BRICK TriMMER ARCHes. SUCH HEARTHS SHALL EXTEN0 AT LEAST
TWENTY (20) iNCHES IN FRONT~ AND NOT LESS THAN TWELVE (12) iNCHeS
BEYOND EACH SIDE OF THE FIRePLACe OPENING, THE COMBINED THICKNESS
OF HEARTH AND SUPPORTING CONSTRUCTION SHALL BE NOT LESS THAN SIX (6)
INCHES AT ANY POINT. WOODEN FORMS OR CENTERS SHALL BE REMOVED WHEN
SUPPORT~NG CONSTRUCTION OF THE HEARTH IS COMPLeteD.
FIRe,TOPPING ~.C0De UNCHANGED.
~XLSE FiREP~ACES -- CODe UNCHANGED.
IN TABLE 817 -- DELETE THE NOTe AT FOOT OF TABLE
NUMBER of'EXITS
EVERy ROOM OR FLOOR SPACE OF A BU[LDING~ OCCUPIED BY SEVENTY-FIVE
PERSONS OR HOREt OR OCCUPIED BY A GROUP H~ HAZARDOUS OCCUPANCY! SHALL
HAVE NOT LESS THAN ~0 (~) DOORWAYS OR INDEPENDENT eXITS, LOCATED
AS REMOTE AS PRACTICABLE FROM EACH OTHEr.
THERE SHALL BE NOT LESS THAN TWO (2) EXITS OR TWO (2) EXIT STAIRWAYS
SERVING EVERY FLOOR AREA! EXCEPT THAT IN THE FOLLOWING CASES THERE
MAY BE ACCESS TO ONE (1) exit PROVIDED SUCH EXIT IS ENCLOSED BY CON-
STRUCTION AS SPEC;IFileD IN SECTION 701~ BUT AFFORDING IN NO CASE'.LESS
THAN ~--HOUR FIRE-RESiSTANCE.
~HERE ONE EXit IS PERMITTED:
IN Group A~ RESIDENT~AL 9UILDINGS HAVING NO FLOOr over THREE THOUSAND
FiVE HUNDRED (3500) se. FT. IN AREA, OF TYPe 1, FIREPROOF OR OF
TYPe 11, FIRE-~ESIBTIVE CONSTRUCTIONf OR OF OTHEr TYPES OF CONSTRUOTION
PROVIDED NOT OVEr TWO STORIES iN HEIGHT~ MAXIMUM DISTANCE OF TRAVEL
TO AN EXIT SHALL NOT EXCEED 30 FEET.
SUFFICIENT eXIT FACILITIES SHALL ~E PROVIDED SO THAT THE AGGREGATE
CAPACITY OF ALL SUCH EXtTSe DETERMINED IN ACCORDANCE WiTH THIS
CHAPTER, SHALL BE NOT LESS THAN THE ACTUAL NUMBER Of PERSONS IN THE
ARE~ SERVED~ BUT IN NO CASE LESS THAN THE OCCUPANT CONTENT AB
DETERMINED FrOM SECTION 1105.
ENTRANCES SHOULD ALSO BE CONSIDERED AB A REQUIRED EXIT EXCEPT tN
GROUP ~tE' ASSEMSLY OCCUPANCY.
~T SHALL BE UNLAWFUL TO OCCUPY ANY PART OF A BUILDING BY A GREATer
NUMBer OF PERSONS THAN THAT FOR WHICH EXIT CAPACITY~ AS PRESCRIBED IN
THIS CHAPTERi HAS BeEN PROVIDED.
-13-
1302.3
1203.2 ROgF LIVE LPADq
WHERE THE RISE IS LESS THAN THIRTY DEGREES (30°) ROOFS SHALL BE
DESIGNED FOR A VERTICAL LIVE LOAD CONSIDERED AS WiNO OF NOT LESS
THAN THIRTY (30) POUNDS PER SQ. FT. OF HORIZONTAL PRO~ECTION
APPLIED TO ANY AND ALL SLOPES; WHEN THE RISE iS GREATER THAN THIRTY
DEGREES (30°) THE ROOF SHALL BE DESIGNED FOR WIND LOAD ONLY.
PARAGRAPHS 2f ET AND 4 - NO CHANGE.
FOOTING DESIGN
THE LAST SENTENCE SHALL BE CHANGED AS FOLLOWSt THE REMAINDER OF THE
SECTION IS UNCHANGED. -- CONCRETE IN FOOTINGS SHALL HAVE AN ULTIMATE
COMPRESSIVE STRENGTH OF NOT LESS THAN 2500 POUNDS PER SQUARE INCH
AT 28 DAYS.
1302.6
[~UNOATION MINIMUMS
FOR FRAME BUILDINGS½ CONSTRUCTED ON SOLID ORIGINAL GROUNDf CONCRETE
PIERS AND FOOTINGS OR POURED CONCRETE FOOTINGS WI'~'H MAE;ONRY (sOLiD
OR CONCRETE FILLED) PIERS FOR .... INTERIOR,~ SUPPORTS MAY BE USED; OR IF
PREFERRED~ CON'~'i~IUOUS MASONRY AND CONCRETE FOOTINGS AND FOUNDATIONS
CONSTRUCTED AS SHOWN tN TABLE OF MINIMUM ALLOWABLE DIMENSIONS.
FOUNDATION WALLS AND FOOTINGS
J:LL EXTERIOR FOUNDATIONS SHALL FORM CONTINUOUS WALLS~ FOOTINGS SHALL
BE AT LEAST 4l! WIDER ON EACH SIDE THAN THE WALLS NEXT ABOVE THEM,,
WHEN CONCRETE BLOCKS ARE USED FOR FOUNDATION WALLS IN FRAME BUILDINGS!
FOOTINGS AND REINFORCING STEEL ARE REQUIRED AS IN TABLE OF MINIMUM
ALLOWABLE DIMENSIONS HEREIN. BLOCKS SHALL BE BONDED WITH 6I! THICK
CAP EXTENDING FULL WIDTH OF BLOCKS REINFORCED WITH 2 #3 REINFORDING
BARS. ANCHOR BOLTS SHALL EXTEND THROUGH BLOCKS TO THE FOOTING
STEELe HOLLOW UNITS SHALL BE FILLED WITH GROUT tN CELLS CONTAINING
THESE ANCHOR BOLTS. FOR ALL OTHER TYPES OF' BUILDINGSt FOOTINGS AND
FOUNDATIONS SHALL BE AS FOLLOWS: ALL EXTERIOR WALLS AND INTERIOR
BEARING WALLS SHALL BE SUPPORTED ON CONTINUOUS MASONRY OR REINFORCED
CONCRETE '../ALLS OR FOOTINGS AS LISTED IN THE FOLLOWING TABLE AND MUST
BE OF SUFFICIENT SIZE AND STRENGTH TO SAFELY SUPPORT THE LOADS
IMPOSED AS DETERMINED BY THE CHARACTER OF THE SOIL ......
JVhN1MUM ALLOWABLE DIMENSIONS
FOUNOATION ~,/ALLS AND FOOTINGS
FRAME 2 STORy
FRAME I STORY
MASONRY 2 STORY
HASONRY 1 STORY
*
CONtINUOuS
WALLS
GIN. STEEL
F°°T, tNGS NEQUIRED
HEIGHT MIN. DEPTH RODS
BELOW NATURAL MIN. 3~!
GRADE TO TOP CLEAR
, , ~OF F~pTING BOTTOM
8" 18" 10" 4" 3-#4*
8** 16 8 4" 2-#4
8*** 20 10 4" 3-#5*
8*** 18 10 4" 3-#4*
BOTTOM
ONE ROD IN TOP OF FOOTING
6" IF OF REINFORCED CONCRETE POURED MONOLITHIC WITH FOOTINGS
12" TO PROVIDE LEDGE FOR g01ST BEARING WHERE OTHER THAN SLAB FLOORS ON
GRADE ARE USED.
-14-
1402;6
1404.1
~OR BUILDINGS OVER ONE STORY HIGH! THE MINIMUM FOOTING THICKNESS
UNDER ISOLATED PIERS AND COLUMNS OR POSTS SHALL BE 12". T~s ABOVE
MINIMUM SIZES APPLY FOR SOIL BEARING VALUES OF 2~00 LBS. PER
FOOT OR GREATER. FOR LESSER SOIL BEARING VALUES OR FOR EXCESSIVE
DUILDtNG LOADS THE FOUNDATIONS SHALL BE PROPERLY DESIGNED TO SUIT
THE PARTICULAR CONDITIONS.
PROPERLY DESIGNED FOOTINGS PROPORTIONEB TO LOADS AND WITH SPECIFIED
NINtMUM GRADES MAY DE SUBSTITUTED FOR THESE MINIMUM FOOTINGS WHEN
BEARING THE SEAL OF A REGISTERED ARCHITECT OR ENGINEER SUBJECT TO
THE APPROVA~ OF THE BUILDING 0FFJCIALi
WHERE SOIL CONDITIONS REQUIRE THE USE OF PILING AND GRADE BEAMS OR
HONOLITHIC SLAB AND FOUNDATIONS OR SPREAD YOOTING CONSTRUCTION A
HINIMUM OUTSIDE FINISH GROUND GRADE OF 4H ABOVE THE BOTTOM OF THE
CONCRETE FOUNDATION BEAM SHALL BE REQUIREDe
PLAIN CONCRETE
CAST-tN-PLACE CONCRETE CONSTRUCTION REINFORCED ONLY FOR SHRINKAGE
OR TEMPERATURE CHANGES SHALL DE CLASSED AS PLAIN CONCRETE. PLAIN
CONCRETEf OTHER THAN F1LLt SHALL CONFORM TO THE REQUIREMENTS FOR
REINFORCED CONCRETE AND HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH
AT 28 DAYS OF 2500 LBSt PER SQUARE INCH. ALL CONCRETE USED FOR
FOOTINGSt COLUMNS~ BEAMS AND SLABS MUST HAVE A MINIMUM ULTIMATE
COMPRESSIVE STRENGTH AT 2~ DAYS OF 2~00 LBS. PER SQe tNCH. SLABS
ON GROUND OR FILL SHALL DE A MINIMUM OF ~! THICKNESSt MUST BE
REINFORCED WITH A MINIHUM OF 6x6x~O/qO ~ELDEO WIRE MESH LAPPED 6"
OR ITS EQUIVALENT IN REINFORCEMENTe ~AKE ADEQUATE PROVISIONS FOR
WATERPROOFING SLABS AS GRADE.
GENERAL
UNLESS OTHERWISE REQUIRED FOR FIRE-RESISTANCE OR FOR STRENGT~t THE
MINIMUM THICKNESS OF SOLID MASONRY BEARING WALLS SHALL BE 12 INCHES
FOR THE UPPERMOST ~ FEET OF THEIR HEIGHT AND SHALL BE INCREASED
~ INCHES IN THICKNESS FOR EACH SUCCESSIVE ~ FEET OR FRACTION THEREOF
MEASURED DOWNWARD FROM THE TOP OF THE WALL~ EXCEPT AS FOLLOWS:
A, ONE (1) STORY BUILDING .AY BE EIGHT (8) INCHES IN THICKNESSI
PROVIDED THE TOTAL HEIGHT OF THE EXTERIOR WALL IS FIFTEEN (~)
FEET OR LESS~ WALLS OF ONE STORY SINGLE FAMILY DWELLINGS AND
PRIVATE GARAGES MAY BE SIX INCHES THICK WHEN NOT GREATER tN
HEIGHT THAN NINE FEETt WiTH AN ALLOWANCE OF AN ADDITIONAL
FEET FOR GABLES~ IF SUCH ~ALLS ARE OF POURED PLAIN OR REINFORCED
CONORETE. IN GROUP F STORAGE~ GROUP G INDUSTRIAL~ AND GROUP
HAZARDOUS 0CCUPANCIES~ T~O STORIES OR MORE IN HEIGHT~ THE MINIMUM
THICKNESS OF SOLID MASONRY BEARING WALLS SHALL 5E 3~ INCHES FOR
THE UPPERMOST ~5 FEET OF THEIR HEIGHT AND SHALL BE INCREASED 4
INCHES IN THICKNESS FOR EACH SUCCESSIVE 25 FEET OR FRACTION THEREOF
MEASU~ING DOWNWARD FROM THE TOP OF THE WALL IF THE BUILDING IS OF
CONSTRUCTION OTHER THAN TYPE ~t FIRE-PROOF CONSTRUCTION OR ~YPE
~tRE-~ES1STIVE CONSTRUCTION.
404.2
HOLLOW UNITS
THE MINIMUM THICKNESS OF EXTERIOR BEARING WALLS OF HOLLOW MASONRY
SHALL BE 8 INCHES,
MASONRY WALLS (INCLUDING WALLS OF PLAIN CONCRETE) SHALL BE SUPPORTED
AT SUCH INTERVALS THAT THE WALL PANEL WITHIN THE VERTICAL AND
HORIZONTAL SUPPORTS SHALL NOT EXCEED 256 SO, FEET IN AREAt PROVIDEDt
HOWEVER~ THAT FOR SOLID MASONRY WALLS THE DISTANCE FROM CENTER TO
CENTER OF VERTICAL SUPPORTS ~HALL IN NO CASE EXCEED 20 FEETt AND FOR
HOLLOW WALLS OF MASONRY OR WALLS OF HOLLOW MASONRY UNITS SUCH DISTANCE
SHALL NOT EXCEED ~6 FEET.
SUCH VERTICAL AND HORIZONTAL SUPPORT SHALL BE OBTAINED BY REINFORCED
CONCRETE COLUMNS AT ALL CORNERS AND AT INTERVALS AS SPECIFIED ABOVEf
AND DY REINFORCED CONCRETE TIE BEAMS BELOW EACH TIER OF FLOOR OR
CEILING JOISTS AND ON TOP OF ALL WALLS TO FORM A COPING. IN ONE
STORY IIESIDENTIAL BU1LCtNG THE CORNER COLUMNS MAY BE OMITTED! tN
WHICH CASE COLUMNS IN LOAD BEARING WALLS SHALL BE LOCATED NOT GREATER
THAN SIX FEET FROM CORNERS AND THEREAFTER AT SPACINGS AS SPECIFIED
IN PARAGRAPH (A) ABOVE. FOR NON--LOAD BEARING EXTERIOR WALLS IN ONE
STORY RESIDENTIAL BUILDINGS THE WALL PANEL WITHIN THE VERTICAL AND
HORIZONTAL SUPPORTS SHALL NOT EXCEED 256 S~UARE FEET IN AREAa
(C) REINFORCED CONCRETE COLUMNS SPECIFIED IN (B) SHALL BE NOT SMALLER
THAN 8 X 12 INCHES AND HAVE NOT LESS THAN FOUR 5/8 INCH REINFORCING
RODS ~ITH ~ INCH TIES SPACED ~ iNCHES APART.
(D) REINFORCED CONCRETE TIE BEANS SPECIFIED IN (B) SHALL SE NOT SMALLER
THAN 8 X ~2 INCHES~ AND HAVE NOT LESS THAN FOUR 5/8 INCH REINFORCING
ROOSt TWO AT THE TOP AND T~O AT THE BOTTOM. ~INIMUM LAP OF STEEL
SHALL DE 30 DIAMETERS,
(E) REINFORCED CONCRETE COPING BEAMS SPECIFIED IN (B) ON WALLS UP TO 4
FEET HIGH SHALL BE NOT LESS THAN 6f! THICK AND NOT LESS THAN 48
SQUARE INCHES IN CROSS SECTION AND SHALL HAVE NOT LESS THAN TWO
~INCH REINFORCING RODS. SUCH GEAHS SHALL BE ANCHORED TO THE TIE
BEAM IMHEDIATELY UNDERNEATH WITH REINFORCED CONCRETE STRUTS NOT
SMALLER THAN 8 x 12 INCHES HAVING NOT LESS THAN FOUR ~-INCH
REINFORCING RODS AND PLACED ONE STRUT OVER EACH COLUMN, COPING
BEAMS SHALL BE INSTALLED ALONG THE TOP OF THE RAKES OF GA~LESe
MASONRY ~LLS SHALL DE THRORUGHLY BONDEC AND ANCHORED AT POINTS
WHERE THEY INTERSECT AND WHERE THEy ABUT OR ~OIN THE REINFORCED
CONCRETE OR FIRE-PROOFED STEEL FRAMEWORK OF A BUILDING.
PIERS AND BUTTRESSES RELIED ON FOR LATERAL ~UPPORT SHALL HAVE
SUFFICIENT STRENGTH AND STABILITY TO TRANSFER THE WIND FORCES TO
THE GROUND. ~HEN WALLS ARE DEPENDENT UPON FLOORS FOR THEIR
LATERAL SUPPORT~ PROVISIONS SHALL BE MADE IN THE BUILDING TO TRANSFER
THE LATERAL FORGE RESISTED ~Y ALL FLOORS TO THE GROUND,
-16-
MORTAR USED'iN MASONRY CONSTRUCTioN SHALL DE CEMENT MORTAR DR CEMENT
LIME MORTAR~ PROVIDED THAT FOOTINGS~ FOUNDATION WALLS! RUBBLE STONE
WALLS~ AND ISOLATED PIERS SHALL BE LAID IN OEMENT MORTAR ONLY.
WHERE COLUMNs CARRY CONCENTRATED LOADS THE MINIMUM SIZE SHALL BE
12" x
14o5
14o8.2
IN ONE STORY RESIDENCES ONLYt 8~! X ~6il FILLED CLOCK MAY BE USED IN
LiEU OF POURED CONCRETE COLUMNS WITH TWO #5 (5/8" 0IA.) REINFORCING
RODS SECURELy POSITIONED DY MEANS 0g METAL TIES OR SPACERS. FILLED
BLOCKS SHALL NOT BE USED FOR ANY DEAN OR LINTEL OVER 8 FEZ? iN
LENGTH. IN USING FILLED BUILDING BLOCKS FOR OOLUMN$ OR LINTELS THE
BLOCK MUST BE THOROUGHLY WET DOWN iMMEDIATELY PRIOR TO POURING. ALL
FILLED BUILDING BLOCKS MUST DE THOROUGHLY ROBBED WHEN BEinG POURED
TO PREVENT VOIDS IN THE POUR. THE OUTSIDE OF BOTTOM BLOCK OF boLuMNS
MUST BE BROKEN OUT PRIOR TO POURING TO FACILITATE CLEAN OUT AND
iNSPECTiON.
~ELETE
(A) RoOF ANCHORAGE SHALL BE PROVIDED WITH ~! X l0H DOLTS 4 FEET 0
WITH A 2" X 6', MINIMUM PLATE OR WITH APPROVED JOIST OR TRUSS ANCHORS
WITHOUT THE PLATE.
1409.2 CHASE~
ADD: SOIL LINES LARGER THAN 2!! INSIDE DIAMETER SHALL NOT ~E PERMITTED
IN EXTERIOR PERIMETER BEAMs.
14~.~ MASONRY VENEER ON WOOD OR STEEL FRAMIN~
EXCEPT AS PROVIDED ELSEWHERE IN THIS SECTION~ MASONRy VENEER APPLIED
TO WOOD OR STEEL FRAMING SHALL ~E ANCHORED TO THE STRUCTURAL FRAMING
MEMBERs BY APPROVED NON,FERROUS METAL TIES OR 40 D GALVANIZED NAILS
AT INTERVALS OF NOT MORE THAN SIXTEEN (~6) INCHES VERTICALLY AND
TWENTY-FOUR (~) INCHES HORIZONTALLY.
MASONRY VENEER ON FRAMED WALLS SHALL BE SUPPORTED UPON THE FOUNDATIONS
EXCEPT THAT SUCH VENEER ATTACHED TO STEEL FRAMING MAY BE SUPPORTED
UPON OTHER APPROVED NON--COMBUSTIBLE SUPPORTS~ ~ASONRY VENEER OVER
ERAME EXTERIOR WALLS SHALL PROVIDE A MINIMUM ~Jl AIR SPACE. THE
WOOD SHALL BE COVERED WITH A WATERPROOF MEMBRANE OF ~0 LB. FELT OR
ITS EQUIVALENT.
THE BOTTOM COURSE OF MASONRy SHALL BE AT LEAST ~! BELOW WOOD SILLS
(SOLE PLATES!) WITH ADEQUATE WEEP HQ~E~ PROVIDED (MINIMUM ~/8~!
EVERY ~ LINEAL LENGTH OF EXTERIOR WALL.) ~EEP HOLES MUST BE ABOVE
FINISH GRADE LINE.
MASONRY VENEER EXTENDING BELOW FINISH GRADE LINE MUST BE SOLIDLY
JOINED TO THE FOUNDATION ~ALL: SO AS TO P~EVENT UNDERGRADE VOIDS THAT
ENCOURAGE HIDDEN TERMITE ENTRANCE.
-17-
1605.1
D_ESI N OF FORMS
FORMS SHALL CONFORM TO THE SHAPE, LINES AND DIMENSIONS OF THE MEMBERS
AS CALLEO FOR ON THE PLANS, ANO SHALL BE SUBSTANTIAL AND SUFFICIENTLY
TIGHT TO PREVENT LEAKAGE OF MORTAR. THEY SHALL BE PROPERLY BRACED
OR TIED TOGETHER SO AS TO MAINTAIN CONDITION AND SHAPE. ALL FOOTINGS
MUST BE PROPERLY FORHEO~ SO THAT STRUCTURAL DESIGN AND PROPER STEEL
PLACEMENT MAT BE SECURED, ALL FOOTING FORM MATERIAL SHALL BE
REMOVED AFTER ITS USE TO PREVENT THE ENCOURAGEMENT OF TERMITES.
1700.1 GENERAL
ALL EXTERIOR STRUCTURAL WOOD ~EMBERS iN CONTACT WITH MASONRY OR
CONCRETE SHALL BE EITHER DIPPED, PRESSURE OR VACUUM TREATED WITH AN
APPROVED WOOD PRESERVATIVE, BRUSH APPLICATION IS NOT ACCEPTABLE
EXCEPT IN INSTANCES WHERE TREATED MATERIALS ARE FIELD CUT.
1701.4 HuD SILL_ :
NO MUD SILLS OF ANY TYPE WILL DE PERMITTEO ON PERMANENT CONSTRUCTION.
TREATED PLATES, STUDS, SHEATHING AND SIDING MUST CLEAR THE FINISH
GRACE BY AT LEAST SIX (6) INCHES~ WOOD GtRDERSf BEAMS AND FLOOR
JOISTS MUST PROVIDE A TWELVE (12) INCH MINIMUM CLEARANCE BETWEEN THE
BOTTOM OF SUCH MEMBERS AND THE GROUND UNDERNEATH. VENT OR OTHER
OPENINGS MUST BE FLASHED TO PROTECT STRUCTURAL WOOD MEMBERS FROM
THE WEATHER.
1702,4 CO_~HER BRACINGS -- DELETE THE WORDS "ONE BY FOUR (1X ~) INCHES
1704e7 DELETE: HAXIMUM SPANS OF CEILING JOISTS AND ROOF RAFTERS.
1704.8 Roof FRAMING AND SHEATHING
ROOF FRAMING AND TRUSSING SHALL BE THOROUGHLY AND EFFECTIVELy BRACED.
~OOF JOISTS OR RAFTERS, WHEN SUPPORTED ON A RIBBON BOARD! SHALL LAP
AND BE WELL NAILED TO THE ~TUD. AT FOUR FO0~ INTERVALS~ RAFTERS
MUST BE SECURELY FASTENED TO THE SUPPORTING PLATEi MASONRY
STEEL BEA~ OR OTHER SUPPORTING MEMBER BY MEANS OF BOLTSi HEAVY
~RFORATED IRON STRAPS~ JOIST ANCHORS OR S IMILAR TIE DOWN
APPROVED BY THE ~UILDING OFFICIAL, WITH THE END RESULT TO BE THAT
THE BUILDING IS EFFECTIVELY TIED DOWN FROM THE RA~TERS THROUGH THE
BUILDING TO THE FOOTINGS. ALL STRAP NAILING SHALL BE IN SHEAR.
ROOFS WITH UNUSUALLY LARGE OVERHANG~ (~ORE THAN TWO FEET HORIZONTAL
PROJECTION) MAY R~QUIRE ADDITIONAL TIE DOWN SUBJEO~ TO THE DE$CRETION
OF THE BUILDING OFFICIAL. SHOW RAFTERS IN EA~B OVERHANGS MUST BE
EXTENDED INSIDE OF THE SUPPORTING MEMBER APPROXIMATELY THE SAME
DISTANCE AS THE CANTILEVER EXTENDS OUTSIDE, AND MUST BE SECURELY
FASTENED TO CATS CUT ~ETWEEN THE MAIN ROOF FRAMING. ~INtMUM BOLTED
TOP PLATE ON MASONRY OR STEEL SHALL DE ~i! X
-18-
VALLEY RAFTERS:
HIP AND VALLEY RAFTERS SHALL BE NOT LESS THAN 2~l DEEPER THAN THE
RATTERS, THERE SHALL CE A 4t' BEARING PROVIDED AT EACH END, MINIMUM.
SHEATHINGS - (ROOF)
0PEN SHEATHING! SHEET METAL OR SIMILAR ROOFS, SHALL BE NOT LESS THAN
ONE DY FOUR INCHES (1" X 4H) NOMINAL SIZE SET NOT MORE THAN EIGHT
(8) INCHES ON CENTER, SUPPORTED SIXTEEN (16) INCHES ON OENTERSt AND
NAILED WITH NOT LESS THAN TWO (2) 8 D NAILS TO EACH SUPPORTING
RAFTER.
ONE INCH SOLID WOOD SHEATHING SHALL BE NAILED 6~' ON CENTER AT EACH
BEARING WiTH 8 D NAILS. BUTT dOtNTS SHALL BE LIMITED TO THREE
CONSECUTIVE AT ANY ONE BEARING$
ONLY T, & G. SHEATHING ON ROOF - NO SQUARE EDGE! WITH THE EXCEPTION
OF PLYWOOD.
1~4~ USE THE FOLLOWING TABLE FOR MAXIMUM SPANS OF CEILING JOISTS AND ROOF
RAFTERS:
~BLE - ~AXIM~M ALLOWABLE
CE!~ING JOISTS AND ROOF RAFTERS
SPAClNG~OF MAXIMUM ALLOWABLE SPAN (FT. AND
Smzz oF dO~STS ~ENTER
JOISTS TO CENTER RAFTFRS FOR Ro0~ $.LO~ES. ?F
(INCHES) (INCHES)
12
2x4 16
24
32
12
2x6 16
24
12
2x8 16
24
32
12
2 x 10 16
24
32
SIZE O~ SP'ACES '
J_.o ! STS t'2' '
3x6 16
24
12
3x8 16
24
'12
3 x 10 16
24
12
2 x 12 16
24
12
3 x 12 16
24
FOR CEILING 6 IN 12 &. LEss T~AN
JO tSTS GREATER
PLAST, ~XPOSED
6 IN 1~ _ PLA~ .... PLAT ,
12' 2"
16' 9"
25' O"
22' 5"
20' 8"
11' 0" 9' 11" 7'~ 10" 8r 5"
9' 7" 8' 6" 6' 10" 7' 4"
7' 11" 7' 1" 5' 7"' 6': 0"
16' 9" 15' 1" 12" 1" 12'~ 11"
14' 8" 13' 3" 10' 8" 11 '~ 4"
12' 2"' 10' 11" 8' 8" 9' 4"
21' 10" 19~ 10" 15t 11" 17' 1"
19' 3" 17' 5" 13" 11" 14' 11"
16' 0" 14' 6" 11' 6" 12' 4"
17' 2" 14' 9" 20' 0" 2t' 4"
24' 0" 21' 10" 17' 6" 18' 9"
20' 1" 18' 2" 14' 6" 15' 6"
ROOF WITH PLAST~'R"C~-~ING
10' 11"
19' 10"
17' 5"
24' 9"
21 ' 10"
24" 0"
21 ' 1"
17' 6"
29" 6" '
26' 1"
-19-
EXPOSED
16':' 1'"'
14' 2"
11 ' 8"
21 ': l'r
18' 7"
15' 6"
26' 3" I I
23' 3'~
19' 5'~
25' 7"
22' 6"
, 18' 8"
30' ?"
27' 4"
22' 11"
1704.10
7o5.2
1705.3
1708.10
PLYWOOD
TH I CKNESS
3/8-
1/2"
5/8-
3/4"
PLYWOOD
T~ I OKNESS
3/8-
1/2,,
5/8"
3/4-
1708.12
1806.06
2oo2.1
SCUTTLE_ S ALL BUILOINGS SHALL HAVE ACCESS PROVIBEO TO THE ATTIC
SPACE GY MEANS OF A STAIRWAY OR PERMANENT LADDER OR SCUTTLE. THE
OPENINGS PROVIDED THROUGH THE CEILING FOR SUCH ACCESS INTO THE ATTIC
SPACE SHALL BE NOT EESS THAN 22 INCHES BY THIRTY INCHES AND SHALL DE
LOCATED IN THE HALLWAY OR CORRIDOR OF ALL TYPE Itl AND V BUILDINGS
THREE STORIES OR MORE IN HEIGHT.
FIRST PARAGRAPH - SAME
SECOND PARAGRAPH ~ ~AME EXCEPT TABLE:
I WOOD NOT LESS THAN 3/4~' THICK
2 PLYWOOD NOT LESS THAN 1/2" WITH EXTERIOR TYPE GLUE
PLYWOOD SHEATHING LESS THAN ~" MAY DE USED FOR EXTERIOR WALL
COVERINOS~ HOWEVERt CORNER BRACING SHALE DE REQU1RED~ PRESSED
FIBER BOARD SHEATHING MAY BE USEO PROVIDED tT IS DIAGONAL BRACED.
WALL COVERINGS - (0) PLYWOOD
PLYWOOD SHALL BE OF THE EXTERIOR TYPE AND SHALL HAVE A MINIMUM THICK-
NESS OF THREE--EIGHTS (3/8) INCHESI WHERE PLYWOOD IS APPLIED WITHOUT
SHEATHING AS EXTERIOR WALL COVERING IT SHALL BE NOT LESS THAN ONE--
HALF (~) INCH THICKl FIVE PLY~ EXTERIOR TYPE, NAtLEO WITH 6 O COMMON
GALVANIZED NAILS 6" ON CENTER ON ALL BEARINGS. ALL EDGES MUST BE
PROTECTED FROM THE WEATHER. WHERE PREFABRICATED PANEL CONSTRUCTION
tS USED PLYWOOD SHEATHING OR SIDING SHOULD LAP ADJOINING PANEL A
MINIMUM OF ONE (1) INCH WITH NAILING AT EDGES AS SPECIFIED AS ABOVE.
HOwEVER~ 5/8" THICK SCORED PLYWOOD SHALL BE PERMITTED WHEN USED AS
SINGLE EXTERIOR WALL COVERING PROVIDED THAT SCORING IS NOT IN
EXCESS OF ~1l WIDE BY ~,t DEEP.
DELETE AS IN SOUTHERN STANDARD BUILDING CODE AND ADDENDUM AN~
SUBSTITUTE: WHERE USED AS STRUCTURAL ROOF SHEATHING PLYWOOD SHALL
BE OF MINIMUM THICKNESS SET FORTH iN TABLES q?08.10 AND 1708.11
WHICH FOLLOW. PLYWOOD HUST DE CONTINUOUS OVER TWO OR MORE SPANS
WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. NAILING SHALL BE 6 D
NAILS 6" ON CENTER FOR THE ~,1 THICKNESS ONLY. NO BUTT JOINTS SHALL
~E ALLOWED CONSECUTIVELY ON THE SAME BEARING. NO EDGE SURFACES OF
PLYWOOD SHEATHING MAY BE EXPOSED TO THE WEATHERe SHEATHING PLYWOOD
GRADES A THRU D MAY BE USED AND MUST DE BONDED WITH EXTERIOR TYPE
GLUES.
TABLE 1708.10
MAXIMUM ,S?ANS FOR ~)0UGLAS FIR PLY, WO?D_
ROOF SHEATH lNG
MAXIMU,M, SP~ClNG ,O,F JoisTS OR, RAFTERS
16"
24"
32"
36"
TABLE 1708,11
~AXIMUM,~PANS FO~,WESTERN SOFTWOOD PLYWOOD
Roof SHEATHING
~AXIMUM SPACING OF JOISTS OR RAFTER,~
20"
24"
30"
PLYWOOD WALL SHEATH lNG
DELETE SECOND SENTENCE AND SUBSTITUTE: ANGLE BRACING ON ALL
THICKNESSES LESS THAN 1/2', is RE(}U1RED.
TOTAL ROOF WEIGHT -- MUST BE PLACED ON THE ROOF BEFORE ANY INTERIOR
PLASTERING tS APPLIED.
TOILET FACiLITiES - ~N CODE.
ADD: IN PRIVATE OFF ICES~ STORES OR SHOPS OF UP TO 2OOO SQUARE FEET
IN AREA AND/OR WHERE THE NUMBER OF' EHPLOYEES IS 8 OR LESS ONE TOILET
FACILITY SHALL BE DEEMED SUFFICIENT REGARDLESS OF THE SEX OF THE
EMPLOYEES. THIS PARAGRAPH DOES NOT APPLY TO WAREHOUSE OR STORAGE
DUI LO !NGS.
-20-
2101,1
2201.3
ADD: ALL OF THE CONDITIONS IN THIs PARAGRAPH ARE SUBJECT TO
MODIFICATION OR REOUCTfON OY BUIlDiNG OFFICIAL AND CHIEF OF
POLICE.
REGULATIONS GOVERNING CLOTH COVERED CANOPIES AND AWNINGS:
1, DEFINITIONS: WHENEVER USED IN THIS SECTiON~ UNLESS THE CONTEXT
IA) CANOPY: THE WORD ~fOANOPYfl SHALL MEAN A DETACHABLE CLOTH COVER
ON A RIGID FRAME DESIGNED AND INTENDED TO DE USED AS A PROTEC-
TION AGAINST THE SUNt WEATHER DR VISION; PROVtDED~ HOWEVER,
THAT SUCH TERM~ AS HEREIN AND HEREAFTER USED SHALL NOT APPLY
TO ANY UMORELLA HAVING A DIAMETER OF LESS THAN SIXTEEN FEET
(16') or TO ANY MOVABLE GARDEN CANOPY DESIGNED TO BE AND USED
UPON PRIVATE RESIDENTIAL PROPERTY.
(e) LEAN- TO CANOPY: THE TERMt I~LEAN-TO CANOPY~! SHALL MEAN ANY
CANOPY WHERE IT~ OR ONE END OR SiDE THEREOF IS ATTACHED TO AND
SUPPORTED DY A BUtLDINGf AND THE OTHER ENO OR SiDE OR SIDES
DY STANDARDS AFFIXED TO THE GROUND OR OTHER SURFACE~
(c) DETACHED CANOPY: THE TERM HDETACHED CANOPYH SHALL MEAN ANY
CANOPY WHICH IS SUPPORTED BY UPRIGHT MEMBERSt AND WHICH IS
NOT ATTACHED TO AN ADJACENT BUILDING:
(o) ENTRANCE CANOPY: THE TERM f~ENTRANCE CANOPY~! :HAL MEAN ANY
CANOPY LEADING TO OR FROM THE ENTRANCE OF ANY BUILDING,
(E) UMBRELLA FRAME CANOPY: THE TERM "UMBRELLA FRAME CANOPY"
SHALL MEAN ANY CANOPY HAVING A DIAMETER OF SIXTEEN FEET (16')
OR MORE~ AND SUPPORTED DY ONLY ONE CENTRAL STANDARD.
(FI AWNING: THE WORD i~AWNING~l SHALL MEAN ANY CLOTH ON A FRAME
SUPPORTED ENTIRELY BY A BUILDING AND DESIGNED AND INTENDED TO
DE USED TO SHELTER A WINDOW OR DOOR FROM THE SUN! WEATHER OR
VISION.
(G) STATIONARY AWNING: THE TERM ~STATIONARY AWNINGtf SHALL MEAN
AN AWNING ON A RIGID FRAME ~HICH CANNOT DE RAISED OR LOWERED.
(HI MOVABLE A~ING: THE TERM IIMOVABLE AWNING'! SHALL MEAN AN
AWNING ON A FOLDING FRAME WHICH MAY BE R~ISED OR LOWERED BY
~EANS OF ROPES~ PULLEYSt ROLLERS! OR OTHER HECNANICAL DEVICES.
2, PERMIT REQUIRED: FROM AND AFTER THE PASSAGE OF THIS ORDINANCEt NO
CANOPY OR AWNING SHALL BE ERECTED OR CONSTRUCTED WITHIN THE CITY OF
BOYNTON BEACH~ NOR SHALL ANY FRAME FOR A CANOPY OR AWNING BE REPAIRED
OR REPLACED UNLESS A PERMIT THEREFOR SHALL BE OBTAINED FROM THE
BUILDING INSPECTOR OF SAID CITY; PROVIDED, HOWEVER, THAT NO PERMIT
SHALL DE REQUIRED FOR ANY CANOPY OR AWNING DESIGNED TO DE USED UPON
PRIVATE RESIDENTIAL PROPERTY~ OR FOR THE RENEWAL OR REPAIR OF ANY
CLOTH COVER OF ANY CANOPY OR AWNING. WHENEVER REQUIRED BY THE
BUILDING ~NSPECTOR OF SAID CITYt THE APPLICANT FOR ANY SUCH PERMIT
SHALL FURNISH SAID ~UILDING INSPECTOR DETAILED PLANS AND SPECIFICA-
TIONS DISCLOSING THAT THE SAID CANOPY OR AWNING WILL MEET THE REQUIRE-
MENTS OF THIS SECTION.
~. NON-CONFORMING CANOPIES AND &WNINGS PROHIBITED: No CANOPY OR AWNING
AS HEREINABOVE DEFINED SHALL DE ERECTED~ CONSTRUCTED OR MAINTAINED
WITHIN THE CiTY OF BOYNTON BEACH UNLESS AND UNTIL THE SAME SHALL
CONFORM WITH THE REQUIREMENTS OF THIS SECTION APPLICABLE THERETO AND
ANY PERMIT THEREFORE GRANTED BY THE BUILDING INSPECTOR OF THE CITY,
~. GENERAL CONSTRUCTION:
IA) FRAHES: THE FRAMES FOR ALL CANOPIES AND A~NINGS WITHIN SAID
CiTY SHALL BE CONSTRUCTED OF METAL CONFORMING TO THE FOLLOWING
MINIMUM REQUIREMENTS:
SIZES OF PIPES AND FRAHES
FRONT BARS NOT OVER ~ ~IDE
FRONT BARS NOT OVER ~ WiDE
FRONT OARS NOT OVER 141 WIDE
FRONT BARS NOT OVER 20~ WIDE
NOTE:
5/8~' IRON OR 3/8'! PIP~
1/2" PIPE
3/4" P
1" PIPE
WHERE 3 OR MORE EXTENSIONS ARE USED] 3/4" PIPE FRONT BARS
PERMITTED UP TO 20 FEET.
-21 -
EXTENSIONS
UP TO 2! 6I! EXTENSIONS
UP TO 5r EXTENSIONS
UP TO 6! EXTENSIONS
UP TO 12! EXTENSIONS
OVER 12'
NOTE:
WHERE OVERHEAD RIGID PiPE HANGERS ARE USED ON CANOPIES OR
STATIONARY AWNINGS, THE FOLLOWING SIZE PIPE MAy BE USED:
(CHAINS NOT PERMITTED AS OVERHEAD HANGERS)
314" P IPZ
1~'
FROM 6' TO 12' EXTENSIONS
0V[R 12' EXTENSIONS
CONSTRUCTION REQUIREJ'IENTS FOR ROLLER GEAR AWN1NGSe
CENTER SUPPORTS
UNDER 15': NONE
1~! TO 30! I SUPPORT
30! TO ~0! 2 SUPPORTS
50' To 60" 3 suPPORTS
60" TO 701 4 SUPPORTS
NUMBER OF ARMS REQUIRED FOR ALL LENGTHS OF ROLLER GEAR AWNINGS:
~IDTH OF AWNING Q~AN~iTY
UP TO AND iNCLUDING 20! 2 ARMS
UP TO AND INCLUDING 30! 3 ARMS
UP TO AND INCLUDING 40' 4 ARMS
ALLOW I ARM FOR EACH ADDiTiONAL 10!.
ALL CANOPIES OR STATIONARY AWNLNGS SHALL BE LACED ON AND NO RAFTERS OR
FRONT BARS PERMITTED tN POCKETS. RAFTERS SHALL NOT BE MORE THAN 5!APARTe
STANDARDS FOR CANOPY
THE STANDARDS FOR ALL CANOPIES SHALL NOT BE MORE THAN TWELVE FEET (12')
APARTe SHALL BE EMBEDDED IN CONCRETE HAVING A DIAMETER OF TWELVE INCHES
(1211) AND A DEPTH OF EIGHTEEN INCHES (1811)~ EXCEPT THAT~ FOR UMBRELLA
FRAME CANOPIES THE STANDARD SHALL BE EMBEDDED IN CONCRETE HAV)NG A
DIAMETER OF TWO FEET (21) AND A DEPTH OF THREE FEET (31); SHALL BE AT
LEAST FiVE FEET (5t) FROM ANY SIDE OR REAR PROPERTY LINES; AND SHALL
BE NOT LESS THAN THE FOLLOWING IN SIZE=
FOR CANOPIES OF 300 SQ. FEET OR LESS OW ROOF AREA 1H IRON PIPE.
FOR CANOPIES OF 300 SQ. FEET TO 600 sQ. FT. OF ROOF AREA 1-1/4" IRON PIPE
OVER 60o sQ. FT. OF ROOF AREA 1-1/2" iRON PiPE
FOR UMBRELLA FRAME CANOPIES 41! iRON PiPE
(BI WHEN WOODEN OR METAL HEADRODS ARE USED TO FASTEN AWNINGS TO FACE OF
BUILDING WITH EXPANSION BOLTS OR EXPANSION FITTINGSt FIBRE OR METAL
SHIELDS MAY BE USED 8UT iN NO CASE WiLL WQOD PLUGS BE PERMITTED.
ON AWNINGS UP TO SEVEN FEET (7') IN WIDTH HEAD-OD FASTENERS SHALL
BE NOT MORE THAN THREE FEET (~1) APART? AND ON AWNINGS OVER SEVEN
FEET (7l) JN WIDTH HEADROD FASTENERS SHALL BE NOT MORE THAN TWO FEET
sIX-INC.ES (2'6") APART,
(c) THE CLOTH PART OF CANOPIES AND STATIONARY AWNINGS MUST BE SECURELY
LACED~ TIED OR OTHERWISE SECURELY FASTENED TO THE METAL FRAMEt AND
IN NO CASE SHALL ROLLER CURTAINS BE USED TO COVER THE ROOFS OF
STATIONARY FRAMES.
~. CONSTRUCTION OVER PUBLIC PROPERTY= No CANOPY OR AWNINe SHALL BE EREOTE~$
CONSTRUCTED OR MAINTAINED OVER SIDEWALKS OR OTHER PUBLIC WAYS OWNED OR
~A[NTAtNED BY SAiD CITYi UNLESS THE SAME SHALL OONFORM TO THE FOLLOWING
PROVISI~NS=
IA) HEIGHT ABOVE PUBLIC SIDEWALK: No METAL PART OF ANY OANOPY OR AWNING
SHALL BE LESS THAN SEVEN FEET SIX INCHES (7t6") FROM THE TOP OF SUCH
SIDEWALK OR OTHER PUBLIC WAY, AND NO PART OF THE CLOTH OR FRINGE
THEREOF SHALL BE LESS THAN SIX FEET SIX INCHES (~11) FROM ~HE TOP
OF SUCH SIDEWALK OR OTHER PUBLIC WAY,
(BI DISTANCE FROM CURB: No CANOPY OR AWNING SHALL BE ERECTEDt CONSTRUCTED
OR MAINTAINEO CLOSER THAN EIGHTEEN INCHES (18") FROM THE CURB OF ANY
PUBLIC OR PRIVATE STREET OR THOROUGHFARE DESIGNED ANO INTENDED TO ~E
USED BY ~EHICULAR TRAFFIC.
-22-
(C) CERTAIN A~N1NGS PROHIBITED OVER PUBLIC SIDEWALKS AND WAYS:
NO DETACHED CANOPY OR STATIONARY AWNING SHALL BE ERECTED~ CONSTRUCTED OR'.
MAINTAINED OVER ANY suCH'SIDEWALK OR PUBLIC WAY UNLESS THE SAME SHALL
CONFORM TO THE FOLLOWING PROVISIONS:
(C--1) THE FRONT BAR OF AN AWNING WHEN lT IS PULLED UP SHALL NOT BE
HIGHER THAN THE HEAD OF THE AWNING.
(C'--2) THE SUPPORTING STANDARDS OF ANY LEANTO! DETACHED OR ENTRANCE
CANOPYt THE ROOF OF WHICH SHALL EXTEND OVER ANY PUBLIC SiDEWALK
SHALL NOT BE CLOSER THAN EIGHTEEN INCHES (~8~t) TO THE iNSIDE
EDGE OF SAID SIDEWALK.
(C--3) ALL AWNINGS MuST BE EQUIPPED WITH NOT LESS THAN TWO (2) SUPPORTING
OR FIRE CHAINSt ONE END OF WHICH FASTENS TO THE FRONT BAR OR TO
THE SIDE ARM NOT OVER SIX INCHES (6~) BACK FROH THE FRONT BAR~ AND
THE OTHER END OF WHICH FASTENS TO A POINT JUST uNDER THE HEAD OF
THE AWNING BUT NEVER TO THE H.EADROD OR HEADROD FASTENINGS. SUCH
CHAINS SHALL BE OF SuFFiCIENT STRENGTH ~ND SECURELY FASTENED TO
WITHSTAND THE sTRESS OF THE AWNING BEING ACCIDENTALLY DROPPED
WHEN BEING RAISED or LOWERED AND TO KEEP THE FRAME FROM GOING
BELOW THE HORIZONTAL IN CASE THE CLOTH STRETCHES! TEARS OR BURNS.
6. NO REPA'IRS UNLESS FRAHE COHPLtES: No COVER OF ANY CANOPY OR AWNING SHALL
BE REPAIRED OR REPLACED UNLESS AND UNTIL THE FRAME THEREFOR SHALL BE
MADE TO COMPLY WITH THE REQUIREMENTS OF THIS sECTION.
7- CERTAIN ORDINANCES AND REGULATIONS HADE INAPPLICABLE TO CANOPIES AND
A~NGS: ALL ORDINANCES AND PARTS OF ORDINANCES AND RULES AND REGULATIONS
pREDICATED UPON FlEE ZONES ARE HEREBY MADE AND DECLARED TO BE INAPPL[CABLE
TO ANY CANOPY OR AWNING CONSTRUCTED! ERECTED or;MAiNTAINED IN ACCORDANCE
WITH THE PROVISIONS OF THIS SECTION AND SECTION 301 OF THE BUILDING CODE
OF SAID CITY ARE ALSO DECLARED INAPPLICABLE TO SUCH CANOPIES AND AWNINGS.
SECTION 5-3 RESIDENTIAL BUILDING SET BACKS
HtNIMUM SET BACKS FOR RESIDENTIAL BUILDINGS SHALL BE AB FOLLOWS[
INSIDE LOTS: FRONT"2~ FEET; REAR--6 FEET; SIDE--~ FEET.
CORNER LOTS: FRONT--2~ FEET; REAR--~ FEET; STREET SIDE--I~ FEET;
OTHER SIDE--~ FEET.
SECTION ~-~ ~EHPORARY T01LE~
ADEQUATE TEMPORARY TOILET FACILITIES ~ILL BE PROVIDED ON ALL CONSTRUCTION
dOBS PRIOR TO FOUNDATION tNsPECTIONa ~NSPECTiON OF THiS FACILITY ~ILL
GE MADE BY THE BUILDING INSPECTOR AS PART OF THE FOUNDATION ~NSPECTIONe
SECTIONi~-~ ALUHINUM STRUCTURAL CODE
THERE i$, IN ADDITION, HEREBY ENACTED CERTAIN RULES AND REGULATIONS
PERTAINING TO ALUMINUM STRUCTURES CONSTRUCTED WITHIN THE CiTY TO BE
KNOWN AS THE 11ALUMINU~ STRUCTURAL CODE OF THE CITY OF BOYNTON BEACH~
FLORIDAH THE PROVISIONS OF WHICH ARE AS FOLLOWS:
(1) DESIGN= ALUMINUM MEMBERS SHAll- BE DESIGNED BY HE~HODS ADMITTING OF
RATIONAL ANALYSIS ACCORDING TO ESTABLISHED PRINCIPLES OF MECHANICS.
(2) STAND~RDS= THE FOLLOWING STANDARDS ARE HEREBY ADOPTED TO SUPPLEMENT~
BUT NOT TO SUPERSEDE~ THE SPECIFIC REQUIREMENTS sET FORTH REREIN~
(A) I~SPE'CiFICATiONS FOR STRUCTURES FOR ALUminUM ALL~Y 606t-T6' oF THE
AMERICAN SOCIETY OF CIVIL ENGINEERSI PROCEEDINGS VOLUME 82~ NO.
ST3, HAY, 3~t A COPY OF WHICH IS HEREBY INCORPORATED HEREIN BY
REFERENCE.
(B) THE STRUCTURAL HANDBOOK, 19~t OF THE ALUMINUM COMPANY OF AMERICA~
A COPY OF WHICH IS HEREBY INCORPORATED HEREIN BY REFERENCE--
(3) ALLOWABLE UNIT STRESSES:
THE ALLOWABLE WORKING STRESS INDEPENDENT ON ALLOY CONDITION OF USES
FABRICATION AND MANUFACTUREe ~LLOWABLE WORKING STRESS FOR 6061-T6
MATERIAL SHALL NOT EXCEED THE FOLLOWING UNit STRESSES .IN POUNDS PER
TENSION - - - 1~000 Psi
COiViPRESStON ...........
(REDUCED BY A FA. CTOR REPRESENTING END--RESTRAiNT AND
SLENDERNESS EAT'lO ~/Ri AS SET FORTH IN THE STANDARD,
SUB--SECTION 2701.2 (A).
SHEAR, IN PINS ANO RIVETS (COLO ORIVEN) ..... 10~000 PSI
BEARING ON RIVETS AND TURNED BOLTS IN
........ 7,000 PS!
REAHED HOLES ........
-23-
FOR OTHER ALUMINUM ALLOYSI ALLOWABLE STRESSES SHALL PROVIDE A FACTOR
OF SAFETY OP NOT LESS THAN 2.33 FOR PRIMARY MEMBERSt AND 2.0 FOR
SECONOARY HEM'ERSt BASED ON MINIMUM YIELD STRENGTH AT AN ELONGATION
OF 0.2 PERCENT,
(4) DESIGN= THE BUILDING OFFICIAL MAY REQUIRE THAT ANY STRUCTURE USING
ALUMINUM PRIMARY OR SECONDARY MEMBERS BE DESIGNED BY A REGISTERED
STRUCTURAL ENGINEER.
INCREASES IN ALLOWABLE UNIT STRESSES AS SET FORTH FOR WiNO LOADS IN
CHAPTER 12 SHALL BE APPLICABLE TO ALUMINUM STRUCTRUAL MEMBERS EXCEPT
THAT ALLOWABLE uNIT STRESSES THUS INCREASED SHALL NOT EXCEED 75
PERCENT OF THE MINIMUM YIELO STRENGTH.
tN ADDITION TO FLEXURAL AND SHEARING STRESSESt THE CRITICAL FACTORS
OF BUCKLINGf FATIGUE~ STRESS RAISERS SUCH AS NOTCHES OR HOLES OR
SHARP RE--ENTRANT CORNERSt DEFLECTION AND CONNECTIONS SHALL BE
CONSIDERED AND PROVIDED FOR BY PROPER DESIGN~
(5) CONNECTIONS:_ ALUMINUM MEMBERS SHALL BE DESIGNED AS SET FORTH IN
THE STANDARDS IN THE STRUCTURAL HANDBOOKt 1~5~! OF THE ALUMINUM
COMPANY OF ~MERICA.
(6) DECKING AND SIDING: ALUMINUM SHEET USED FOR ROOF DECKING OR SIDING
SHALL BE NOT LESS THAN .02~ INCH IN THICKNESS. ~LUMINUM SECTIONS
SPANNING BETWEEN SUPPORTS SHALL BE LIMITED IN SPAN TO SATISFACTORILY
SUPPORT POSITIVE AND NEGATIVE LOADS SET FORTH IN CHAPTER 12~
STANDARD 19~ AND THE DEFLECTION OF DECKING UNDER FULL SUPERIMPOSED
LOAD SHALL NOT EXCEED 1/240 OF THE SPAN. ~LUMINUM SHEETS ~HALL BE
SECURED TO THE SUPPORTS TO ADEQUATELY RESIST POSITIVE AND NEGATIVE
LOADS AND AT INTERVALS NOT EXCEEDING EIGHT AND ONE-HALF INCHES AND
SHALL BE SECURED TO EACH OTHER AT SiDE LAPS AT INTERVALS NOT EXCEED--
lNG 12 INCHES. FASTENERS SHALL HAVE A HEADt AND/OR BE PROVIDED
WITH WASHERS~ NOT LESS THAN ONE-HALF INCH IN DIAMETER. FASTENER~
LOCATED AT END LAPS SHALL BE PLACED NOT MORE THAN TWO INCHES NOR
LESS THAN ONE INCH PROM THE END OF OVERLAPPING SHEETS. CORRUGATED
OR FLAT SHEET METAL ROOFING OR SIDING PERMITTED ONLY IN INDUSTRIAL
ZONE.
(?) ~ALL PANELS: ALUMINUM SHEETS USED IN WALL PANELS SHALL HAVE A THICK-
NESS OF NOT LESS THAN .0~ INCH.
FINISHED FACING SHALL HAVE A MAXIMUM DEVIATION OF ONE-FOURTH INCH
AT THE CENTER ~HEN MEASURED F~OH A PLANE DETERMINED BY THE EDGES
OF THE PANELt WITH A MAXIMUM DEVIATION OF ONE-sIXTEENTH INCH iN
ANY ~2 INCH RUN, THE MAXIMUM DEFLECTION OF A CURTAIN ~ALL SYSTEM
UNDER FULL LIVE OR WIND LOAD SHALL NOT EXCEED 1/1~5 FOR PANELS
NOR ~/~0 FOR VERTICAL MULLIONS.
(~) DtSStHILAR HATERIALS: iA) ~HERE ALUMINUM SURFACES COME IN CONTACT
WITH METALS OTHER THAN STAINLESS STEELt ZlNCf WHITE BRONZE OF SMALL
AREA OR OTHER METALS COMPATIBLE WITH ALUHINUMf ALUMINUM SURFACES
SHALL BE KEPT FROM DIRECT CONTACT ~tTH SUCH PARTS BY:
PAINTING THE DISSIMILAR HETAL ~ITH A PRIHE COAT OF ZINC--
CHROHATE PRIMER OR OTHER SUITABLE PRIMERt FOLLOWED BY ONE OR
T~O COATS OF ALUMINUM METAL--AND--MASONRY PAINT OR OTHER
SUITABLE PROTECTIVE COATtNG~ EXCLUDING THOSE CONTAINING LEAD
PIGMENTATION;
PAINTING THE DISSIMILAR METAL ~ITH A COATING OF A HEAVY BODIEO
BITUMINOUS PAINT;
A GOOD QUALITY CAULKING MATERIAL PLACED BETWEEN THE ALUMINUM
AND THE DISSIMILAR METAL;
4. A NON--ABSORPTiVE TAPE OR GASKET;
STEEL HEMBERS HOT-DiP GALVANIZED OR ZINC PLATED AFTER
FABRICATION.
(BI DISSIMILAR METALS SHALL SE PAINTED IF USED IN LOCATIONS
WHERE DRAINAGE FROM THEM PASSES OVER ALUMINUM.
(C) ALUMINUM SURFACES IN CONTACT WITH LIME MORTARt CONCRETE
OR OTHER MASONRY MATERIALS SHALL BE PROTECTED WITH
ALKALI--RESISTANT COATINGS! ~UOH AS HEAVY-BODIED
BITUMINOUS PAINT OR ~ATER-~HITE METHACRYLATE LACQUER,
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(D) ALUMINUM IN CONTACT WITH wOOD OR OTHER ABSORPTIVE MATERIALS
WHICH MAY BECOME REPEATEDLY WET SHALL, BE PAINTED wITH TWO OOAT$
OF ALUMINUM ME~AL AND MASONRY PAINT OR A COAT OF HEAVY BODIED
BITUMINOUS PA[NTt OR THE wOOD OR OTHER ABSORPTIVE HATERIAL
SHALL BE PAINTED wITH TWO COATS OF ALUMINUM HOUSE PAINT AND
SEAL JOINTS WITH A GOOD QuALI~ CAULKING COMPOUND.
(E) WHERE ALUMINUM IS IN CONTACT WITH TREATED WOOD! WOOD SHALL BE
TREATED WITH PENTACHLOROPHENOLt 5 PERCENT HINIMUM CONCENTRATION
OR CREOSOTE OR ZINC NAPHTHANATEf FOLLOWING THE PRoTECTiVE
MEASURES OUTLINED IN PARAGRAPH (D)
(9) EXPAN, St0N~ CONTRACT I ON :, ,, ALUMINUM WORK SHALL BE DESIGNED AND ANCHORED
SO THAT THE WORK WILL NOT BE DISTORTED NOR THE FASTENERS OVER--
STRESSED FROM THE EXPaNsION AND CONTRACTION OF THE METAL.
CORRUGATED OR FLAT SHEET METAL ROOFING AND SIDING OF ANY
DESCRIPTION SHALL NOT BE PERMITTED EXCEPT IN ~NDUSTRIAL ZONE*
A,LL DESIGN FACTORS AND STRESS SHALL SE REVISED TO MEET THE WIND
PRESSURE AND VACUUM AS SPECIFIED IN SECTION ~0~ OF THE BUILDING
CODE AND SUPPLEMENTS THERETO OF THE CITY BUILDING CODE.
SECTION.2 - REPEALING PROVISIONS:
ALL ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT HEREWITH ARE HEREBY
REPEALED.
~ECTIONi~ - SEPARABILITY:
EACH OF THE PROVISIONS OF THIS ORDINANCE ARE SEPARABLE~ INCLUDING WORD~
CLAUSEt PHRASE Or SENTENCEr AND if ANY PROVISION HEREOF iS DECLARED NULL
AND VOlDt THE RE~AINING PORTION sHALL NOT BE AFFECTED BUT SHALL REMAIN
IN FULL FORCE AND EFFECT.
SECTION ~ - PENALTY FOR VIOLATION OF CHAPTER PROVISIOB~:
~NY PERSONt FIRH OR CORPORATION CONVICTED Of THE VIOLATION OF ANY OF
THE TERNS OR PROVISIONS 0F THIS CHAPTER MAY BE FINED iN THE SUM NOT TO
EXCEED FiVE HUNDRED DOLLARS OR HAY BE IHPRtSONED FOR NOT MORE THAN NINETY
DAYS OR MAY BE BOTH FINED AND IMPRISONED WITHIN THE DISCRETION OF THE
TR.IAL COURT~ AND A SEPARATE OFFENSE SHALL BE DEEMED oOMMITTED ON EACH
DAY DURING OR ON WHICH A VIOLATION OCCURS OR CONTINUESe
FIRST READING THIS 11TH ._ DAY OF ~0CTOBER f A.D. 1960.
SECOND FINAL READING AND PASSAGE THIS ~TH DAY OF ~0CTqBER ,,~
A.D. ~960.
(CORP. SEAL)
~TTEST:
CITY CLERK~''~
BY
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