HomeMy WebLinkAboutFloor PlanPlanning & DeveleTiment Serves Department
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- CONSTRUCT WOOD DECK ADDITION PER PLAN.
INSTALL SLIDING GLAS5 DOOR PI:R PLAN.
t
NOTE'
IS 'i Y NSULATION NO
WALL FIN t I
Product Review Affidavit
]) INTER[IIR TO BE Y:" DRYWALL FINISH.,
2) ALL INTERIOR GYPSUM BOARD TO BE MIN. Yz" THICK WITH (13 GAGE, 1. 3/8"
THIS IS AN ALTERATION LEVEL 2 AND MUST COMPLY WITH THE FBC 2014 FOR
LONG, 0/64" HEAD; 0.098" DIAMETER, P/," LONG, ANNULAR -RINGED; SD
Owners Name Applicant:
EXISTING BUILDINGS CHAPTER 8.
COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 15/64" HEAD; OR GYPSUMBOARD
Building Permit #
NAIL, 0,086" DIAMETER, 1 5/811 LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS
CX
AND 12" O C FOR SCREWS.
Product
Opening Design
Product Rated
Manufacturer
ModehNumber
Product Approval
Glass
Method 1 o Attachment
Pressures
as nPressure
Number
Sliding Glass Doors
-
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EWS A'T G"l12°E,C, AaP-QI.pS zrR 3A7.11l1
(FBC) 2014, FBC 2014 RESIDENTIAL, FBC 2014 PLUMBING CODE, FBC 2014 THE UNDERSIDE OF THE ROD
]MECHANICAL CODE, FBC 2014 ENERGY CONSERVATION, AND THE NEC (NFPA COMPLY WITH SECTION FRC316.
70) 2011 EDITION. 6) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL
C1047 C
4 630 C 931 C 960 C 1002,
7 C 475 C �l C,
MC36 C 9 ,
5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND 1N VERY HEAVY CONFORM TO AST ,
TERMITE INFESTATION AREA PER FRC 301. 1177, C 11,78, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN
6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.0 ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE
2014 FOR EXISTING BUILDINGS. INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557
7) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS
OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR CEILING
-- - -- - _ STRUCTURAL NOTES ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL
I'F fc7 LA CAI ( 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25
4 L� ! _ 2) SOIL BEARING CAPACITY: 2500 PSF (MIN,). WITHAN ACCOMPANYING SMIOKE-llEVi LOPED INDEX NOT TO EXCEED 450
3) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE WHFN TESTED IN ACCORDANCE WITH ASTM E 84 ORUL 723.
j STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) SPLIT NG OR CRACKING OF STRUCTURAL C OM COMPONENTS DU � O�aP��t EY��
%r INSTALATION OF HARDWARE 1S NOT PERM ITED.
6) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE l "�`'
nd _ �t�,n� SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD
-_L k AEi' I hIL 1 'C% ST. LUCID' rnrt .. . T'TI... : C THESE PLANS _ � •'s "°' C1 f€
¢ 3'' .""( I C. :�' Ilr 'R ED I'OR COMPLIANCE ARE SU AND ALL.PROPOSE.WCPii; CO - PI2ACT1CIL+S. _ _..
NCEALEDfASTEN , ! 1 `' I. .� _.....�.. Vib;.. -r ,: o., : RE EJECT TO ANY CORRECTIONS - ERS _.... _. a
a AL�I., , L" D REQUIRED BY FIELD INSPECTORS THATA ORATTACHMENT
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LAT4SA.'v'I PERMIq'*TIJST BE -KEPT ON JD. '. -COMPLY WITHALL APPLICABLE COD CONTRACTOR - _ t
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NOTES:
D CEILING 3
N FINISHES SHALL HAVE A SMOKE DEVELOPED INDEX OF
1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL ) WALL A.
DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. NOT GREATER THAN 450
2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE 4) WALL AND CEILING FINISHES SHALL HAVE AFLAME -SPREAD
ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. CLASSIFICATION OF NOT GREATER THAN 200.
3 ALL WRITTEN DIMENSIONS ON'CHESE DRAWINGS TAKE PRECEDENCE OVER 5) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL
SCALED DIMENSIONS. HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE
tavc Iaf*If 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO
F DECK OR ON THE ATTIC WALLS SHALL
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WNW
Building &Code Regulations Division - e
- - - - - 2300 Virginia Avenue, Fort Pierce, FL 34982- (772) 462-15S3.
pog 4Igtiir OF
Certification for Design Load Compliance (o'_o"MA < (P'-o" AA C i . T, 'A'looCM>
h x'4ptnli 1.
Project. Name: wc•Dvte bmoK _. -
_ x� I�! klf�pF?AILIIJL
Project Address: 1395) 6ialA Cr, U ega ILA � uSI(?£>r'
vJovP 47a�a qx� , T l(
Permit#: . 'Z mcuonT Y. e76 �'�i'^.Fa"'1-NN°
OCcuPancy Type:Const
Type.
` R t(
PP=-
f4
INSTRUCTIONS FOR USE: ,p
...
• This certification must be completed, signed, and sealed by the design professional of rernrd.
• Submit (2) copies for residential, (3) copies for commercial with all permit applicatioiss imoMng the following: a
12
o New Residences (single ormulti-family)
o Residential Addition Ir v+)(
- � �
o Any accessaryshucture requiring a building permit _-{- "" _ : _. -.. : o
o Any non-residential structure.
' Note: Form not required for interior renovations provided that no exterior structural elements are affected and li � _ , F�
---- -- _ 7
certain minor : -._ `__ no building pertnrts at the d,saebon of the local building official. Contact the#above for questions.xI
DESIGN PARAMETERS AND ASSUMPTIONS USED (complete all that apply)
L DESIGN CODE: Florida Qumo,, L' Code Fifth Edition with 20 - ._.. _� _Supplements using ASCE710
eAq, 'f ply _ \
2. Structure Designed as (check one). _Enclosed _Partally Enclosed � Open d! ;..- ( _ =_.,.,_.__.L_ I L: _. \. - _. ._..... .. ,. ..
3. Risk Cat o I
eg ry _ X II _III _ IV Exposure Category. _B _ r�C ..�.,.._.._,_,_ _ iy _.. l ,. ,� .,,;: .. ..,.. .. \ P \; \
_D - ._...,..,..__.---,..,._-.-.i, k., ._ 11 l No A71AG}I l/I P_IJ'[ r \ \N o �j ,••. '* _
0.+To F>G,S.T. 1IPI . dx.@?
4.. Design Wind Velocity I(G mph IZ4 AS I' P D End Zone s '\ t \ 4�4
Width: ft
5. Mean Roof H ' ht p r z:. .. �T�� TI('"Ij
1 tt Roof Pnc(izt, .. P-_12 Parapet. N A ft
6. Components &Cladding DesignPressures Used: (z5F36ased on,�03gft C� 15'MRH, dearry Wbe! on all plan openings): � - - � f
+22.3 2rgg,7
Zone 1: -35• Zone 2: -SR,e Zone 3:-81,q. Zone 4:-gµt,0`y'Zone S:-SL y. Garage: N/>1 ,. ,. ..... •.._. � `,. ,.,. ., :
s,°'>Y - 9 _. ;' ./r _ U.__ ..,__ , _.___ _• .:. %�
7. Design loads: Floor. �D PSF Roof/Dead: N In PSF. •4rtjdbf/.,.e: F' p Balcony; •'I� PSF _ .,\., '. � � ,.....: .... . :�. ,,, ,/ .. e\I •�s. )„'L, - \ \ � _ _. .,..�., ,«...,,.,
i n \ a L� I1
Dock: A PSF Dedc�PSF Stairs:�PSF Fence: li PySF Rahn¢: PSF\,.,\� ., . �Q __ •,: _. \ G "
{
8. Were Shear Walls Considered For Structure? 7( Yes Not Appli dlo &plain Why Not:.
9. IsA Continuous Load Path Provided? V Yes Not Applicable Explain Why Not: ,. y n :v
??t I'd
fcaw7 w^ /
10. Design Soil Rearing Pressure: 2 00 ' -•a y - r j/((../q,,,6 !y ,... 1 ,I`gt ([ I I (,C W»�•�t ""I ig g PSF Sob lest Reports Submitted Yes , �' t• - � �,.-`. V �.....1 �.». F F `� 4,�
DESIGN PROFESSIONAL CEfmFlCA710N STATEMENT:
i certify that, to the best of my knowledge and belief, the attached plans &specifications have been designed to GUARD RAILS '; � - R , comply with the applicable structural portions of the building codes currently adopted and enforced by St Lucie ' STAIRS - :. _ 4) HANDRAILS SHALL RETURN TO A WALL, GUARD OR TILE WALKING SURFACE OR SHALL BE 1) GUARDS SHALL BE LOCATED ED ALONG OPEN -SIDED,
Conn . I also a r HEADROOM CLEARANCE OF 80 INCHES 2032 MM - :. NDRAIL OF AN ADJACENT STAIR FLTGFIT OR R.4M1I1' RIJ N. WHERE WALKING SURFACES, INCLUDING
l STAIRWAYS SHALL,,ITA\ E A MINIMUM ( ) CONTINUOUS TO THE HA , ty certify that stmctural elements depicted on these plans provide adequate resistance to the design -) HANDRAILS MEZZANINES, EQUIPMENT' PLATFORMS, STAIRS, RAMPS AND LANDINGS TtTA
forms specified: MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF THE NOSINGS. SUCH ] HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD NOSINGS, OR FINISH SURFACE OF RAMP HANDRAILS ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE HANDRAILS SHALL EXTEND 1 ARE E BELOW
MORE THAN T INCHES (7fi2 INCHES
MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW
P..c YJ eu u �F 7 -) .k�' HEADROOM SHALL BE CONTINUOUS ABOVE THE STAIRWAY TO THE POINT WHERE THE LINE SLOPE, SHALL BE UNIFORM, NOT LESS THAN 34INCHES 864 MM AND NOT MORE THAN 38
1
( ) HORIZONTALLY AT LEAST 12 INCHES (305 MM) BEYOND THE TOP RISER AND CONTINUE TO AT ANY POINT WITHIN 36 INCHES (914 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SILT,
p INTERSECTS THE LANDING BELOW, ONE TREAD DEPTH BEYOND THE BOTTOM: RISER. THE INCHES 965 MM). HANDRAIL HEIGHT OF ALTERNATING TREAD DEVICES AND SHIP LADDERS, SLOPE FOR THE DEPTH OR ONE TREAD BEYOND THE BOTTOM RISER. AT RAMPS WHERE _ E•
nm Name Ter[ # & Co. Cert Auth. ( ) GUARDS SHALL BE IN STRENGTH AND ATTACHMENT TN ACCORDANCE WI1'IT
MINIMUM CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH Or, STAIRWAY AND MEASURED ABOVE TREAD NOSINGS, SHALL BE UNIFORM, NOT LESS THAN 30 INCHES (762 MM) HANDRAILS ARE NOT CONTINUOUS BETWEEN RUNS, THE HANDRAILS SHALL EXTEND SECTION 1607.7.
IPA oc `N °-L, LANDING. AND NOT MORE THAN 34INCHES 1864 MM). HORIZONTALLY ABOVE THE LANDING 12 INCHES (305 MM) MINIMUM BEYOND THE TOP AND 2) REQUIRED GUA-RDS SIIAL,1. BE NOT LESS THAN 3
2 STAIR TREADS AND RISERS SHALL BE OF UNIFORM SIZE AND SHAPE. THE TOLERANCE HANDRAILS WITH A CIRCULAR CROSS SECTION. SHALL HAVE AN OUTSIDE DIAMETER OF AT ,BOTTOM OF RAMP RUNS. THE EXTENSIONS OF HANDRAILS SHALL BE IN THE SAME DIRECTION -ABOVE , - r 6 INCHES HIGH, MEASURED VERTICALLY
ND 2) LEA i CON THE ADJACENT. VI AGEING SURFACES, ADJACENT' FIXED SEATING DR THE LINE
Signature, Date, and Seat I q $ 4 5 W 5 i e fat okr- SY L 3 d �i $ 4 - BETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR BETWEEN THE LARGEST A � CONNECTING THE LE PS LEAST I. /a INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). THE HANDRAIL IS OF THE STAIR FLIGHTS AT STAIRWAYS AND THE RAMP RUNS AT RAMPS. CONNECTING ADI NG EDGES OF THE TREADS.
Company Name & Add SMALLEST TREAD DEPTH SHALL NOT EXCEED 3/8 INCH (9.5 MM) IN ANY FLIGHT OF STAIRS. NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 41NCHES (102 MM) a) HANDRAILS FORALTERNA TING TREAD DEVICES AND SHIP LADDERS ARE PERMITTED TO -- -
-- pa Y Address 3) REQUIRED GUARDS SHALL:, NOT HAVE OPENINGS WHICH ALLOW PASSAGE
- - : -- - -" THE GREATEST WINDER TREAD DEPTH AT THE WALKLTNE WITHIN ANY FLIGHT OF STAIRS AND NOT GREATER THAN 61/u INCHES (160 MM) WITH A MAXIMUM CROSS-SECTION DIMENSION TERMINATE AT A LOCATION VERTICALLY ABOVE THE TOP AND BOTTOM RISERS. � ASSAGE OF A. SPFILTtE 4
SHALL NOT EXCEED THE SMALL BY MORE THAN 3/81NCH (9.5 MM). OF 21/4 INCH ES 57 MM . EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01,INCH (0.25 MM). HANDRAILS FOR ALTERNATING TREAD DEVICES AND SHIP LADDERS ARE NOT REQUIRED TO -INCHES (102 NID?) IN DIANII6TER FI2011i T11E WALKING S UREACE TO'I'HE REt�IJIRED GUARD SHEET NUMUER
3 WHERE THE BOTTOM OR TOP RISER ADJOINS A SLOPING PUBLIC IVAI; WALKWAY OR HEIGHT. __ _ --. _ _ _ _
3) HANDRAIL DRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INT RRUPTION BY NEWEL BE CONTINUOUS BETWEEN FLIGHTSOR TO EXTEND BEYOND THE TOP OR BOTTOM RISERS'. OF
DRIVEWAY. HAVING AN ESTABLISHED GRADE AND SERVING AS A LANDING, THE BOTTOM OR POSTS OR OTHER OBSTRUCTIONS. - 5) CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER SURFACE SHALL BE A MINIMUM PA UL WELCH j 9
i HANDRAIL AND A WALL OR OTHER SURFACE ADJACENT TO THE
�� W
TOP RISER IS PERMITTED TO BE REDUCED ALONG THE SLOPE TO LESS THAN 4INCHES (]02 MM) s) EXCEPTIONS: HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM OF 1 /t INCHES (38 MDT). A _ - E
IN 11EIGHT, WITH THE VARIATION IN HEIGHT OF THE BOTTOM OR TOP RISER NOT TO EXCEED SURFAG HORIZONTALLY BEYOND THE SIDES HANDRAIL SHALL BE WE OF ANY SHARP OR ABRASIVE ELEMENTS MECHANICAL' ELECMICAL CIVIL EVG1NEE'R1JVG
ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.333-PERCENT SLOPE) OF STAIRI'VAY WIDTH. .II OF THE HANDRAIL THAT DO NOT PROJECT ". _ _.
THE, NOSINGS OR LEADING EDGES OF TREADS AT SUCH NONUNIFORM HEIGHT RISERS SHALL OF THE IIANDRA►L WITHIN 11/21NCHES (38 MM) OF THE BOTTOM OF THE HANDRAIL SHALL - : "
79845, W. BILTMOREST. SU/TE'# 11,4
HAVE A DISTINCTIVE MARKING STRIPE, DIFFERENT FROM ANY OTHER NOSING MARKING NOT BE CONSIDERED OBSTRUCTIONS:: FOR EACH 1/2INCH (12.7 MM) OF ADDITIONAL PORTST LUCIE, FL, 34984
PROVIDED ON THE STAIR FLIGHT. THE DISTINCTIVE MARKING STRIPE SHALL BE VISIBLE IN HANDRAIL PERIMETER DIMENSION ABOVE 4INCIIES (102 AIM), THE VERTICAL CLEARANCE PH0N4• (772) 785.9888 EMAIL PWELCH/NC@A0L.00A1 r ..
DESCENT OF THE STAIR. AND SHALLHAVE A SLIP -RESISTANT SURFACE. MARKING STRIPES DIMENSION OF 11/2 INCHES (38 MM) SHALL BE PERMITTED TO BE REDUCED BY 1/81NCH (3 PAUL WELCH, P.E. FLA REG No. 29945
SHALL HAVE A WIDTH OF AT LEAST 1 INCH (25 DINT) BUT NOT MORE THAN 2INCHES (51 AIM). MM), - -
4) 'TREAD SLOPE SHALL NOT BE MORE THAN 1/41NCH-ES PER FOOT (21 MM/M).
5) STAIRWAYS SHALL. HAVE A WIDTH OF NOT LESS THAN 36INCHES (914 MM).. -
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