HomeMy WebLinkAboutFloor Framing1 i/A -1'/2 1'/a
1'/4 -11/2 1'/z I SCOPE OF WORK
32.3a I 3e __
Planning & Development Services
32-38 i 3e I I - - - S �--I-J _ - Buillding & Code Regulations Division
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CONSTRUCT NEW STAIRS W/ RAILING PER PLAN.
_ 2300 Virginia Avenue; Fort Pierce, FL 34982-(772) 462-1553
patio?AIL- 05rAI%Z5 (QN� iICF4) 4TO 54 ---
II ` �- grcns Pgra LE Certifigation for Design Load Compliance
- iz, CJw , 2017 PLUMBING CODE 2017 MECHANICAL CODE AND THE NEC( NFPA 70 2014 EDITION. Pro ect Nam4
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� NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 17 AND THE FBC 17 RESIDENTIAL
._.) m ups I/ ( 1N Y t- l f- ►; -N L N Project Address: 10725 5 OCEAN DR:
J / Q g _ V i( L pIGkET @ �d.G. L ass cafU 4 a:� , NOTES:
(a) (b) `j1' I) L- SCiWtTy1J i�IGKG•`i5 PermitM Occupancy7ype: R Construction Type: V
rt 1 • , -THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL i sTRurna :: D USE:
Handrail Handrailx rf� DIMENSIONS,
• This certifl ation must be completed, signed, and sealed by the design professional of record.
(
r^ T P CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT.
�• I ,.' l 1 J�'I„�. �Q1'j V+1( °•% f I^'(Yt--. '�L•1'c,.�/ • Submit (2) copies for residential'; (3) copies for commercial with all permit applications involving the following:
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I - STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE o law Residences (single ormulti-family)
ADDRESSED BY THE
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o f esidentialAdditla
32-38 ENGINEER AS CONSTRUCTION PROGRESSES.
- o ay accessory structure requiring a building permit
= ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER
11'/2I i SCALED • o ny non-residential structure.
e I 38 I Note: For' not required for Interior renovations provided that no exterior structural elements are affected and
h-ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC FBCR 2017.
n ) - DIMENSIONS. certain min. rbuildin ermitsatthe discretion ofthe local buildin official. Contact the# above for questions.
i � j � i Y: \� � I I -J building
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DESIGN PARAMETERS AND ASSUMPTIONS USE0. (complete all that apply)
STRUCTURAL NOTES:.. 1. DESIGN CODE: Florida Building Code 2017 6th Edition with 20-_,_,Supplements using ASCE 7.11
j f.. 2. Structure Designed as check one): Enclosed : Partially Enclosed : X Open
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J ' (L'T t. i ! :. 1) DESIGN LOADS IN ACC012DANCE WITH ASCE7-10. 3. Risk Category: ry: I X II 111 IV Exposure Category: B X C_ D
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32.36 39 32.3a 3H
_-_.- - ' i }' 2) SOIL BEARING CAPACITY: 2000 PSF.(MIN.). 4. Design Wind Velocl �- 170 mph 132 ASO N A LRFD End Zone Width: 5 ft
_-_. I 3 SLAB /FOOTINGS TO BE CONCRETE W g tY P /
� - ) WITH A MINIMUM 2500 PSI COMPRESSIVE
_.: ';- � :. J%.�T �t ,t t.. S. Mean Roof Height: 8 ft. .Roof Pitch: N/A :12 Parapet: N/A ft
C( • sa / ti ( F c STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. -
-, . .. i. . - . 6, Components &Cladding Design Pressures Used: (PSF, based on lOsgft @ 15'MRH, clearly label an all plan openin
l . 4) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE
Hall Grab Dar Handrail ) AAP1 4 �%I IG C. ,(i R �% (° 16.1 16.1 16.1 32.2 32.2 N/A
. , � TREATED.
Zane 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: '
Fig 39
J 5) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF 29,0 54.8 -83.8 -35.5 45.1 N/A
9 • ` - - • HARDWARE IS NOT PERMITED. 7. Design Loads: Floor 40 PSF Roof Dead: N A PSF Roof Live: N/A Balcony:_N/A PSF :
S1Za and Spacing of Handrails and Grab Bars
6) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL Dock; NIA PSF beck: N/A PSF Stairs: 40 PSF Fence:. N/A PSF Railings: 50 PLF /CONCENTRATED
CONFORM TO THE MANUFACTURES INSTRUf.'CCONS AND STANDARD PRACTICIE5.
- 8. Were Shear Walls Considered For structure? Yes Not Applicable Explain Why Not.
7) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING -SHANK -
AT D6"OC " NAILS PERIMETER AN FIELD. `
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9. Is A Continuous Load Path Provided? XYes Not Applicable Explain Why Not:
0. Design soil Bearing Pressure: 2500 PSF Sotl Test Reports Submitted? __---Ye
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;.=.<_ DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
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'riE I -------,II # : 5:.; -' - I certif that to the best of m knowledge and b the attached lens & specifications have been designed to
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` - i - comply w.ith the applicable structural onions of the building codes current) adopted and enforced b St,CC^®®p FRAMING
FOUNDATION
SCHEDULE
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.. : ' -. ' . (. '..' . •. County.i also certify that structural elements depicted on these plans provide adequate resistance to the design -
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Paul Welch P.E. 29945 / 5115
forces etl• Print Name Cart #.& Co. Cert Auth.
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Its oN Lf o - :' F-1 16 0 x 24 D 2500 PSI CONC FOOTING WITH PTWD POST EMBEQED Paul Welch Inc.
01, PLAN 5/6/20Ls ISFA
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,: " Si natu a to and Seal 84 S.W. Slltmore 5t. Suite #114 Port St. Lucie Fl.
- --- " r J \ B-1 DEL 2X12 WD BEAM w/ 1/2 PLYWD SPACER GLUED AND NAILED WITH 10D NAILS A7 $ O.C. g � 19 ,
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.: ....:...__ .. � . .. .. .: .. ,. � :... I fomPagy Name &Address =�12 G>ETA I L I c - STAGGERED BOTH WAYS stccuv ormau2u-x2xevrsea3/15/xzpsi
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-9I'�iF12 G�u�`%r6Bc�N4tt_t7 w _ , -_
B-2 DBL 2X12 WD BEAM w 1 2" PLYWD SPACER GLUED AND NAILED WITH 10D NAILS AT $ O.C.
$oTFi'"$IipISS / /
{ STAGGERED BOTH WAYS W SIMPSON 212-2 W 22 - 16D NAILS TO B-1 AND
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_ -- - - . -'// - (8)-10D NAILS TO JOIST
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IS.S� `2_ _ J-1 2X6 PT WD FLOOR JOIST A716 O.C. W SIMPSON HUS26 EACH W i
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OR 6 / 6 10J10 WWM OVER VAPOR BARRIER ONl Nt
EXISTING CONCRETE DRIVEWAY
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sr. w/ PoS-rMf3iept S7-1 2 X 1 2 STRINGERS W/ SIMPSON MTSM 16 W/ (4) 1/4 X 13J4 MIN EMBD TITENS AND
- (7)- 10D NAILS @ CONC LANDING AND SIMPSON LU 26 W (8) -10D NAILS AT B-1 I Li S1�
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ST-2 2 2 X 2 d,: O 1 STRINGERS W/ SIMPSON MTSM 16 W/ (4) 1/4 X 13/4 MIN-EMBD TITENS AND(7)-1OD NAILS @ CONC LANDING AND SIMPSON LUS 26-2 W/ (8) -16D NAILS AT B-1
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