HomeMy WebLinkAboutFLOOR PLANOOD DECK ADJACENT TO ABOVE GROUND TOOL P R PLAN. _
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�I I ��,.,,,li"flnr�l?'�id�.''`R>"''-)�,,..,`f'""{,�..,�•% NOTES:. _ ------ 2300VirginiaAvenue,FortPierce,FL34982-(772462-155
' IhYR "� "-- 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPL,IER,ECT. SHALL VERIFY ALL DI MENSIONS, - 3T. LUCIE COUNTY
CONI)ITfONSAT JOB SITE, PLANS, SPECIFICATIONS, ECT. Certification for D'o� BUILDING DIVISIO
_�.)^:,�Ir;;',7 �I•�%('�)�, e"'+ "",,, �, •r ai( ,""! (� .I�"r 2?C L�-. '('o �' �,,,, I _ 2) STRUCTURAL FEATCONSTRUCTION
NOT DETAILED PROGRESSES.
ONTHESE PLANS WILL BE ADDRESSED BY THE S(8n I.0aCj COmI]IIaHCe M
ENCIC"IEER. AS CONSTRUCTION PROGRESSES. FOR COIF LED C
- r'•r Project Name: ORTIZ
�,. i ,,(k. n� I 3) ALL j)RIrTEN DIMENSIONS ON THESEDRAWINGS TAKE PRECEDENCE OVERSCALED �0OD DECK REVIEWE BY
�� F ,., \_._. _-•-.- .G i„I �a, r , (w ' 1 1.. '' ja'. I I*_. ,-I � I.� h3 ryl I T 2 x 2` YI D1ME,NSIONS. DATE
�� � " �� � 4) ALL VONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE fFBC) 2017, FBC 2017LA SAND' PERMI "�" -A F� ' L. CA( F. •ETh/, E 'S,.) RESIDENTIAL, FBC 2011 PLUMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY Project Add Sill MILE DR. PORT ST. LUCIE FL
..-,..,T�.--:....,_..., / ^ % ., c C G - - •_.. - OSl P, MUST BE KEPT ON JO OR
RE NO INSPECTION WILLS MADE
r I 1 _�1 ;."e_^ )'? , .-, _ / I' _�_' k , . , ° 1, EA l I nJ kl I C NS RVATION, AND THE NEC (NFPA 711) 2U14 EDITION.
F^' 1^u,.^, ,4a. I.,..' ^(') ^'• °I - I LEaP I - - el ° .T.(- - - 5' RESILIENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE
" 1 ( C�4a �' , P I Z X a`I' 4 1, 1 (.1 ) A Permit #:
( INF'E�`TAT[ONAREAPER FRC3U1. _ .Occupancy Type; R Construction T e: V
I Y,I CaC { 1 B Ca4? INSTRUCTIONS FOR USE: Type:
� (sue ��, I - Y ,4 I 6) ALL ADDITI REPAIRS, AND ALTERATIONS 114LIST COMPLY WITIITHE F.B.0 2017 FOR EXISTING -
Rr ,. , , Y^ 4):1:)�Jf�'7'�'f=, F ?T,'T- ---- ��-! r I ✓ / m......�'„_. , a. i!- •I '? y-e" l l ;.ti (". �' r;.•'"j' BUHIiINGS.O
, �, WFZLJ(� STRUCTURAL NOTES a This certification must be completed, signed, and sealed by the design professional of record.
- 1 DESIGN LOADS.IN ACCORDANCE WITH ASCE7.10.
/ - - ) ( ) Submit (2) copies for residential, (3) copies for commercial with all permit applications involvin685¢7(QI�D ALL PROPOSED WORK
2) SOIL BEARING CAPACITY: 2500 PSF MIN.. '
-- _.._.. 4? 3 ". I s, ;,.� �1'd-1 lJ�.(-°;ry. - - - - - 3) SLAB /FOOTINGS TO BE CONCRETE WITH A M1N1MUJhl 2500 PSI COMPRESSIVE o New Residences (single or multi -family) ..
is �7 a ARE SUIJECTTO ANY CORRECTIONS
(TI ,•1,41. ,,���.' r�.', Pc'�" �'"i� "hl [ - - STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES &STEEL REQUIREMENTS. 4
J> I T i' oResidentialAddition
.HELD ( -'G' . `I i - P7� IM:I t<I 79:> r7 't') 1`0 4) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: REQUIRED WY FIELD IRIPECTO'RS THAT
_.._.'n ^ p� 10<44 emu 1_ accessory g g permit
M '72 "'.. - " ." I. / ' ^ I /' I - h �:f rr k`�..I4'�I� �:?1, „f, .l� _ FOOTINGS: 3 BEAMS: I W' SUSPENDED SLABS: 1 %" o Any accesso structure requiring a building - LAY BE NCCESS� IN ORDER TO r
( I hot N f7 -!kj P JC p . I 5) LAP ALL REINFORCING STEEL A 141T!`II34IUM OF 4813AR DIAMETERS EXCEPT AS
r I,# 4„r, L,r1' \ �, _.._ Y / - I - • _ o Any non-residential structure.
AllNOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. COMPLY WITH ALL. APPL)CADLL" CODES-
1 I , 1IIII/A�6) ALL LUMBER IN CONTACT SHALL BE PRESSURE TREATED. - ° Note: Form not required for interior renovations provided that no exterior structural elements are affected and
I:,.I �,,; 5.2a -_ lr' ;�w„ma lr,%S, I. b (�/ L.-:1•M••'� ( ^ IT"/A� I - - 7) ALL HARDWARE SHALL BE GALVANISED OR STAINLESS STEEL. certain minor buildingpermits
/. �..-- I . f^./`,4:• •,l' .; .ITT F-j. 0,6q mm p, - '. -- --- -I '!+ 'l I+- . K*? _ 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE To P is at the discretion of the local building official. Contact the #above for questions.
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\\ INSTALATION OF HARDWARE IS NOT PERMI'f'ED. ,
\ 1 �T1 I cam. 1~• Y+I f I -+t=." - - =:J"' - 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) .
-'('(,I `I-,- _ _ : _ „', _ SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD 1. DESIGN CODE: Florida _ Building Cod 2 �( {'E!f_. k,l() II r 711 II. i. l y.. r,. -.: n PRACTIMS. a Dv Edition with 2D supplements using ascE 7-10 CONCEALED FASTENERS OR ATTACHMENTS :-
\ i + I II fir' I�T 2. Structure Designed as (check one): _ Enclosed _Partially Enclosed X Open
• " ° �� .:.,\..: I -_ -I -__ - " - 3. Risk Category: _ I X II_ III IV Exposure Category: B X C D - ARE THE RESPONSIBILITY OF THE
_ __m - - - CONTRACTOR �.,,; +� YqP9E2Y;> L 1. �'CwIFF IIr1NDRAIL5
GIJ__D HAMS 4 Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 ft M� TAAI+t RECORD
rI - -
- f4t' n;e0 ii�: f�,• r^ 4-J '",= A ij GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, S. Mean Roof Height: 8 ft .Roof Pitch: N/A :12 Parapet: N/A ft
1) HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR FINRES INCLUDING MEZZANINES, EQUIPMENT PLATFgRft15, STAIRS, RAMES AND 6. Components & Cladding Design Pressures Used: PSF '
SURFACE OF RAMP SLOPE, SHALL BE, UNIFORM, NOT LESS THAN 34 INCHES - g PSF, on 30sgft aCI 15 MRH, clearly label on all plan openings):
_ LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES (762 M11I) MEASURED - 16.0 16.0 16.0 28.4
( MM). HANDRAIL HEIGHT OF
AL ERN AND NOT MORE THAN 38 Dl Inp 965 2$.4 N/A.
.• VERTICALLY TO THE FLOOR OP. GRADE BELOW AT ANY POINT WTIHIN 36 Zone 1: Zone 2: Zone 3: .Zone 4: Zone 5:
F"-�•--� �F"`""r" ALTERNATING TREAD DEVICES AND ';177I' LADDERS, MEASURED AH04�
-25.6 -48.3 -73.9 -31. Garage:
r ', INCHES (914 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. GUARDS 3 ,
39.8 N/A
- TREAD NOSINGS, SHALL BE UNIFORM, NOT LESS THAN 30 INC1iES (762 MT'I). SHALL BE ADEQUATE IN STRENGTH AND ATTACHMENT IN ACCORDANCE
7. Design Loads: Floor: 40 PSF Roof/Dead: N/A PSF Roof Live: N A Bal N A
AND NOT MORE THAN 34INCIIES (864 ?raT1J. - WITH SECTION 1607.7. / / Cony. , / PSF
2) HANDRAII,S WITH A CIRCULAR CRO';S.SECTTON SHALL HAVE AN OUTSIDE : 2)' REQUIRED GUARDS SHALL BE NOT LESS THAN 36 INCHES HIGH, MEASURED Dock: N/A PSF Deck: 40 PSF Stairs: 40 PSF Fence: N/A PSF Railings: 50/200. PLF CONCENTRATED
DIAMETER OF AT LEAST I% INCHES in M6f) AND NOT GREATER THAN 2 VERTICALLY ABOVE THE ADJACENT WALKING SURFACES, ADJACENT FIXED 8. Were Shear Walls Considered For Structure? X Yes Not Applicable B / 0 CENTRATED
- _ INCHES (51 MM). IF THE HANDRAIL L, KOT CIRCULAR, IT SHALL HAVE A BEATING OR THE LINE CONNECTING TILE LEADING EDGES OF THE TREADS. ppl able Explain Why Not:
PERIMETER DIMENSION OF AT LEAS'1 4 INCHES (102 NIM) AND NOT GREATER 3) REQUIRED GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF
TITAN 6 /f INCHES (160 MM) WITH A DIAXIMUM.CROSS-SECTION DIMENSION OF A SPHERE 4INCHES (102 MM) IN DIAMETER FROM TI1F. WALKING SURFACE TO 9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
2'1, INCHES (57 MM). EDGES SHALL MWE A MINIMUM RADIUS OF 0.01 INCH (0.25 THE REQUIRED GUARD HEIGHT. -
MM)• -
3) -HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT -
STAIRS 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes �gp
- INTERRUPTION BY NEWEL POSTS OR OTHER OBSTRUCTIONS. � 1) STAIRWAYS SHALL HAVE A DIINIDIUM HEADROODI CLEARANCE OF SO INCHES � � � � V
e) EXCEPTIONS: HANDILkMIBRACKFTSORBALUSTERRSATTACHEDTOTHE 2032 DESIGN PROFESSIONAL CERTIFICATION STATEMENT: '4. I BOTTOM SURFACE OF THE ( n7M) MEASURED VERTICALLY FROM A LINE CONNECTING THE EDGE OF : _ - __::_-, C _
' HE SIDES I, THAT NOT PROJECT THE NOSINGS• SUCH HEADROOM SHALL BE CONTINUOUS ABOVE THE I certifythat to the best
j'7 ( T.16. I L.-HORIZONTALLY BEYOND THE SIDES OF THE HANDRAIL .WITHIN 11/2 _ THE NOAY $. THE POINT RHEAS THE L of my knowledge and belief, the attached plans & specifications have been d LINE INTERSECTS THE LAND designed t0 INCHES ( MM) OF THE BU .OM OF THE HANDRAIL SHALL NOT BE _,. •__-__ .,-BELOIV, ONE-17REA D DEPTH BEYOND THE BOTTOM HIS THE MINIDNIYL I e al portions of the building codes current[
comply with the applicable structural g ently adopted and enforced by St. Lucie
CONSIDERED HANDRAIL PE'S. I TER.-MEN-INCLA ,7 _. OF CLEARANCE SHALL BE MAINTAINED THE FULL WIDTH OF THE STAIRWAY - County. 1 also certify that structural elements depicted on these ADDITIONAL HANDRAIL PERIME:('ER DIMENSION ABOVE!4INCHES (102 �
AND LANDING. P plans provide adequate resistance to the design
MM), THE VERTICAL CLEARANCE DIMENSION OF 11/2 INCHES 38 D'D11 P q g
.; 1'? Y"m. iaa'C: ' : Fes"" I ILA �o I ` T ) TAIR'I'READDSE D RISERS SHALL BE OF UNIFORM SIZE AND SHAPE: THE
, - -- - -� r- -_ - - -_ �-..___ - ..- : T- --- v '�"• r I ( ) 2 forces specified:
SHALL BE PERMITTED TO BF. REDUCED BY 1/BINCH (3 MM). -
✓ TOLERANCEBETWEEN THE LARGEST AND SMALLEST RISER HEIGHT OR Paul Welch P.E.I ( 4) HANDRAILS SHALL RETURN TO A WALL, GUARD OR THE WALKING SURFACE BETWEEN THE LARGEST AND SMALLEST TREAD DEPTH SHALL NOT EXCEED 29945 / 5115
i I ✓ OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR, _
_ Y 11 . I ; ✓ FLIGHT OR RAMP RUN. WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN 3/8 INCH (9.5 AIM) IN ANY FLIGHT OF STAIRS. THE GREATEST WINDER TREAD Print Name Cert # & Co. Cert Auth.
FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLY AT LEAST 12 DEPTH AT THE WALKLINE WITHIN ANY FLIGHT OF STAIRS SHALL NOT Paul Welch Inc.
- i ' ` {` 11,,) F,: #-, _+�r°•( I'f i t �'- ,fi - INCHES (305 MM) BEYOND THE TOP R ER AND CONTINUE TO SLOPE FOR THE EXCEED THE SMALLEST BY MORE THAN 313 INCLI (9.5 MAI).
I DEPTH OF ONE TREAD BEYOND THED'IIOM RISER AT RAMPS WHERE 3) 1VLIEIiE IIfE BOTTOM OR TOP RISER ADJOINS A SLOPING PUBLIC R'AT, 2018
ON PLAN 7/19/ ° I D->G' a ' Y j �' „/,i (��( I HANDRAILS ARE NOT CONTINUOUS B TWEEN RUNS, THE HANDRAILS SHALL WALKWAY OR DRIVEWAY HAVING AN ESTABLISHED GRADE AND SERVING AS Signature, Date, and Seal
( 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL
7 '(' hl B 17, i - P I'F" <<� EXTEND HORIZONTALLY ABOVE THE LANDING 12 INCHES (305 MM) MINEMUM A LANDING, THE BOTTOM OR TOP RISER IS PERMITTED TO BE REDUCED _
ALONG T1IE SLOPE TO LESS THAN 4INCHES (102 MDT) IN HEIGHT, WITH THE Company Name & Address
BEYOND THE TOP BOTTOM OF I �1f1P RUNS. THE EXTENSIONS OF
- VARIATION IN HEIGHT OF THE BOTTOM OR TOP RISER NOT TO EXCEED ONE
HANDRAILS SHALL BE IN THE SAME ECTION OF THE STAIR FLIGHTS AT - -
'c-?"- STAIRWAYS AND THE RAMP RUNS AT S. UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.333-PERCENT SLOPE) OF -
---" S'IAIRD'A1 WIDTH. THE NOSINGS OR LEADING EDGES OF TREADS AT SUCH
•^ I ;I- '.. �"-C" 71f.` f°�T YlIPSI?. Tow( A`f" I(a"4,d: „= I I _ a) HANDRAILS FOR ALTLRNATING 717.ADDEVICES AND SHIP LADDERS ARE. NONUNIFORM HEIGHT RISERS SHALL HAVE ADISTINCTIVE MARKINGSTRIPE
I ,r,y PERMITTED TO TERMINATE AT OCATION VERTICALLY ABOVE THE _-..
L'`� _ ''-'P'= I " /.._. y.m, � • . )7 4' �` � '�¢ TOP AND BOTTOM RISERS. HAND- AILS FOR ALTERNATING TREAD DEVICES DIFFERENT FROM ANY OTHER NOSING MARIONG PROVIDED ON THE STAIR
'i _ r / _ FLIGHT. THE DISTINCTIVE MARKING STRIPE SHALL BE VISIBLE IN DESCENT 9gg1y'�I
- '( S7 pa �,;, ) NA'e7 � I F% , •� % � AND SHIP LADDERS ARE NOT REQ,�7RED TO BE CONTINUOUS BETWEEN OF THE STAIR AND SHALL HAVE A SLIP -RESISTANT SURFACE, "
�(�;.Gkt*1'l l ll;l/e I •' --- �(l T� 5) CLEAR SPACEFLIGHTS R To EXTEND HE
N A HANDRAIL HE TOP OR BOTTOirE RISERS. MARKING
g1'R1PE5 SHALL HAVE A WIDTH OF AT LEAST 1 INCH (25 MM) BUT NOT MORE
" ND A WALL OR OTHER SURFACE
'- - y ,p .,).d PIS T SHALL BE A MINIMUM OF 1'/} INCHES 8 AIM). AHANDR4IL AND A WALL OR TREAD SLOTHAN 2 PES (HALL O
.1"f / _ OTHER SURFACE ADJACENT TO THE ,NDR97L SHALL BE FREE OF ANY 4) - 1' BE MORE THAN 1/4 INCHES PER FOOT (21 Dg17/M). ...-
�a.°Ty� ., ,,
. ,?,. ;(• - F•.. .,ImC%.. s X'(? ,i "y1 1':.1' .•, . / SHARP OR ABRASIVE ELEMENTS ) STAIRWAYS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES (914 NIM .
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_.{ ?a),°T� ,jbn.i-� {�'{ s"'••`t`• -,..._., ....�._. _:: ,f FLOOR FAAVHNG FQ11fUa TION SCHEDUI -- - - _ _-. _ - -�.- : "•�____
-.. ,, � ,t i- - "' " P.T. 4 X 4 WOOD POST EXTENDED DOWN TO 20" X 20" X IF DEEP (250 -
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PI PSI CONCRETE FOOTING WITH 3 45 BARS EACH WAY A14D POST
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1 � I , - EXTENDED ABOVE DECK FOR RAIL S17PF'OR'C ✓
z' - : P.T. 4 X 4 WOOD POST EXTENDED DOWN 10 20" X 20" X 16" DEEP 2500
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Ill vV I "TN / I i ".-k (p�{, tii •) I P2 PSI) CONCRETE FOO'HNG W37 i (3) 45 BARS EACH WAY ( (/p/ r� r
Tl..,j�l (« c'�) ( .._ (1 � ' I /j,^ fp j1 .+21�•rArw .�- It P.T. 4 X 4 WOOD PO81 EXTENDED DOWN TO Is" WIDE X 16" DEEP X 4'-4"
IiA i"1. 11 fi i« G"lel"% - P3 LONG (2500 PSI) CONCRETE FOOT
[NG WTT}U (2) -!F5 BARS COVMIUOUS, "j
AND POST EXTENDED ABOVE DECK FOR. RAIL SUPPORT � F3,, 5) q E" � le P U t-,
P4 P.T. 4 X 4 WOOD POST FOR RAILING SUPPORT NO FOOTING
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B P.T. 2 X 10 WOOD BEAM '. I
- I P: I'. 2}C S WOOD JOIST SCANNED
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RJ P.T. 2 X 8 WOOD RIM JOIST '�
-.-,_ . _.. _ .._ S. P.T. 2 X 12 WOOD STAIR. S"CRINGER (T):PJCAL OF 3) > -
SS DBL P.T. 2 X 8 WOOD STAIR ST'RRINGERSUPPORT
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_ PAUL WELCH INC.
1 MECHANICAL i ELECTR,CAL 1 C,VII ENGINEERING SHEET NUMBER
1 964 SW EIILTMORE ST - S uITE #1 14
.., , �.
.PORT ST. 'LLI CI E, FL 34964 OF
\ _ r-2018 PHONE E-MAIL f
7 J 17721785-9999 PW ELC FIIPIC AO L.CO M. p' '
PAui..' L. rl-I, P.E-, FI_ REM. No. 29945 --