HomeMy WebLinkAboutConstruction Plan' : ' . • . . • ' ' NOT> : ALL CONSTRUCTION MUST COMPLY' WI H THE FBC 2020, AND TUE FBC 2020
_ RESIDENTIAL (71'" EDITION) , 2020 PLUMBING CO E, 2020 MECHANICAL CODE AND THE NEC .
.. - .. _ _ .. (NFPA 70) 2017 EDITION.
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Building Department Product Approval Submittal .AffidaviIt
Permit #
Building Address: SEE PLAN
Contractor: TBD
Opening Schedule: Swing doors, Overhead Doors, Sliding Doors; Fixed Glass, Windows & Skylights
Opening ID
FL# or NOA
Product
Model #
Manufacturer
- Glass
Attachment Method Type, Size, Spacing &
Building i
Product
#
Description
Embedment (DISTANCE FROM CORNER'/
Design .
Design
DISTANCE O.C.)
Pressure •
Pressure
S.H.
'
SH
MI WINDOWS
1/4" X 1 1/4"' MIN. EMBED TAPCONS AT
SEE
- +/- 55
S.H. WINDOW
FL# 17499.9
WINDOW
185
pNo DOORS
IMPACT
2u/16" 0.C.
ELEV'S
Product
. Model#
Manufacturer.
Attachment Method
Building
Product
Type, Size, Spacing, Embedment & Stiffener etc.
Design
Design
.
Pressure
Pressure
165 MPH
194 MPH
UNDERLAYMEN
FL#2569.1
P & S
SOPREMA INC. ,
SELF ADHERED TO DECK'
.
vuit
I Vult
#9 X 11/2".FASTENERS AT 16" O.C. ZONE 1 AND 2 AND
16O MPH
194 MPH
Roof
FL# 17022.1
5V MTL
EXTREME METAL FAB.
#10 X 1 1/2" FASTENERS AT 16" O.C, ZONE 3
Vult
Vult
SHUTTERS
N/A
.
I have reviewed. the above product approval information and approve it.
Name: Paul Welch P.E. Certification Number: 29945
ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT RESISTANT.
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' `: - " . EX rY 9 u Planning & Development Services Department a`
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1.`' 77- o. a //'{'�}vt fy, 0!}�hG - - e Building &Code Regulations Division -:
• . • - - - , - hlEiyd 2 2 LI l - _ _ _ 2300 Virginia Avenue,Fort Pierce, FL 34982-(772) 462.1553
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. Certification
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f rtific ion for Design pad Compliance
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• - - �/ - Pro)ect Address: 320LMALLARO Db1T
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77
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. I' - _ - M - _ Permit It:. Occupancy Type: R Construction Type: . \ .
Wow Ilav l` 1°ir IGFI -
_ - .. INSTRUCTIONS FOR USE:
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• ° .. I ... � . -Z! 5--�� I e 7h a design n professional of retard. ..
. � • :. _ is certification must be completed, signed, and sealed by the g p
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' • Submit (2) copies for reside tial, (3) copies for commercial with ail permit applications Involving the following:
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- i • �• -. --.. -. - - - - - _ _ _- o New Residences (single or multi -family)
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• - - . i` j Any accessory str cture requiring a building permit
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• ' ' - ' 0Any non-residential stfucture.. -
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• I • ..1. / o Note: Form not required for Interior renovations provided that no exterior structural elements are affected and
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_ certain minor building p at the discretion the al building official. Co e g above for questions,
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•/ � , ' �)) �� /i! ce to Idin permits t ion of a lot Iding off' Contact the r
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ill e o� ; • - ,' - DESIGN PARAMETERS AND ASSU P IONS USED: (complete all that apply)
• ' . •f il ' i' - I 1. DESIGN CODE: Florida Building Code 2020 7th Edition with 20 _Supplements using ASCE 7-16
- . , I 1 2. Structure Designed as (checkone): X Enclosed!Partially Enclosed -OPen _ .
_ _ `. / , I(/ I ,.. 3. Risk Category: _I XIh III IV Exposure Category: X B_C_D . _
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. _ 'i s; { I/ . . _ 4. Design Wind Velocity 160 mph 124 'ASD N/A LRFD End Zone Width: 5 ft
•- �......,...�.,....� /� , �'-� _ _ 5. Mean Hoof Height: 15 ft 'Roof Pitch: 5 :12 Parapet:' N/A ft
""' '•^'-"^"'��-�------• � �- � � � � � �' - - S. Ca &Cladding Design Pressures Used: (PSF, based on SOsgft @ 15'MRH, dearly label on all plan openings):
Components .
.I. :.,v; _ _ 16.0 16.0 - 16.0 27.6 27.6 .
,/ . - Zone 1: _25.3 Zone 2: .44,0 'Zone 3: _65.1 Zone 4: -30.0 Zone 5: _37.0 Garage: ' N/A -
• ___ .. .' {.--• µmy`., �.�•_'• /--- ! .-) .L I\ .. _... ) ,.:��•�,f ,.I� I L. t ..._._.- .. 7. Design Loads: Floor W/A P of/Dead: 7 PSF Roaf/Live: 20 Balcony:_ N/A' PSF - - '
: _'.-- L�r � t I t V•A r l C/ ,l tr L - - .-_... , _ _ A____ -- ____ _ --_ _' � _- - � / ONCENTRATED .
'"r-•�•'- 4;-,,.�, "' - " � ('!' Dock: N/A PSFDeck: �PSFStairs: N/A PSF Fence: N/A PSF Railings: N/A PLF C
.•. 6 - S. Were shear Walls Considered For Structures X Yes`Not Applicable Explain Why Not: I - - - - -
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• - - Ap II ble Explain Why Not'•j
olio hero ? Yes Not kpI
. - . , .. .. .. . : . ` ' . . Design Soll Bearing Pressure:
vided2500 XPSF Sell Test Reports Submitted? _Ves f
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. . . . . ' , _ . , , . - - ' . I DESIGN PECTESSIONAL CERTIFICATION STATEMENT: I )
. � • - q " � , - . • 1 I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
. - I • ' .. . ' ' • comply with the applicable structural portions of the building codes currently adopted and enforced by St, Lucie . . •
. • ' . . , , - . . • . - ' � I � - 6 b ' County. I also certify that structural elements depicted on these plans provide adegdate resistance to the design - .i
. - --� L•••-••---•..:...•-...:..,...,.d�..�,�.u-.....o..�w,n..,.... ' forces specified: )
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1 Paul Welch P.E. 29945 / 5315
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' �_ . . .. ..'s ,;�..... - --- _ - " ON PLAN SO/13/20Z3 -
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Pa41 Weigh
06, eewwaa33��
\/ f J '�. _ - g ate, and Seal elltmore St. Suite tfi14 Port St. Lucie, FL
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. 'I"�w./,�'Iry I•1. .. I Chi Aa' Signature, 0 19845.W.
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. �-X_ ham= M {.I NOTTS 7 {
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..,' . • /,/ ix1S-I h " . . \f CTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL' . j-
. , . -X!"! ! hl t:_� .. �" o laY. INN,-- ..._I�IZ41-i... j DIMENSIONS, . " I
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-V .I . 1. i, %-X r 124M CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. -q
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_ "(�oSrI.,_. . - M ra'�`IIST LnGa(kphi SE
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RESSED BY THE
- STRUCTURAL FEATURES NOT DETAILED ON T NS WILL BE
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. . ENGINEER AS CONSTRUCTION
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1 1 f_�W' GoV: i i\T.)(5 . "1 b -ALL WR TTEN DIM N IONS ON THESE DRAWINGS TAKE PRECEDENCE O
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. . ; ' . ' . _ __ _m_ I•I'EW 1W : u!" ' W, ,L )- l EDITION). ST ,L
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1CTION TO BE IN AC ORDANCE WITH THE FB R 2
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t 4 STRUCTURAL NOTES: e®g°
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. UrSiGN i3OAPS iN ACCORDANCE, }A'1TII AS P,7-16.
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III . ,%2) SOIL BEARING CAPACITY: 2000 PSF (ISBN.).
../ . _ I f i 3), SLAB / FOOTINGS TO BE CONCRETE [ViTIt A M1NID9UM 2300 PST COMPRESSIVE . ��
•- STR I NGT.II AT 28 DAYS. SEE PLAN FOR SIZ.rS cF STEEL RE U1RrIy1ENTS.
. p 4) I\4fNIMUMCONCRET,EPROTECTIbNFORREINFORCINGBARS: m
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. - ` - P'00 : 3" 1'/." .'SUSPENDEll SLAB5:.1'/,,,.
. _ .. _. .. AP ALL REINFORC NG STEEL A MIND, UM OF 48 BA'R DIA)VIET.CRS EXCEPT AS NOTED.
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. • . 117BE T 117TI CONCRETE 0 SHALL BE PRESSURE . J I 6) ALL LU N CONTACT . I CON R MASONRY SH 1
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01 i 7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF
. HARDWAREIS 'PERl1 [TC.D, - . , . . ,;�
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• - -- ' -' - -f '_I r�, ��{ i - - . ' - • _ . • ' ' _ CONFORM TIIC lYL1NUtACTURE,S TNSTRUCTIOIND STANDARD PRACTICICS. -
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LECT1tTCAL NOTLS:. ny4 4 ; `, ", 4-,,r• l:V,
. ,/ rlr4"jICq'Clfll° J`1 PO.[ZT.S.AI.ItTLXCIE, FL,34;.984 F "�OF
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PAUL ANELCH INC.
MECHANICAL 1;ucTRIcAL * CIVIL ENGINEERING SHEET NUMEMR
p9cc� a nan ncnn rnFr rF " 1984 S.W. BILTmoRE ST. suITE# 114 �
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PORT SAINT LvEL 34984 � s� � (E F � r�fi C; �. �y
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13 2021-PAF�i. Ft.; r a. WO, S9�iys
njE of Az
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MAR 0 3 202C ` -
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SIi[ET NUMBER.
OF
.�tsr F FUND �� F'•. PA.UL WE'LCH INC.
J9h5
NtEGFIA Ai ELECT INEERIN Na. 2 * = NIC ELECTRICAL CIVIL ENG G
198L! 51V: DILTMORE ST SUITE 11114
"•. ST,�TE OF At Z . OCT 3 202CIE, FL 349II<! PORT St. L
- ;r• T49. �uiL „ _ a ; n �� _ y , `, ,�q: ; 4a";? � PHONE (772) 785 9888 E-MAILEMPVTELCI•IINC(a,AOL.CQM
az, I li dJ`ar .�9 x -Cv C-MFSD Lae S i�J LIEU R. `
a a t 12 u Y1ja i 1'4 MAR 0 3 202 ?..1TJL PJEi CII, P.E. PL A REG NO. 299A5 — --- k