HomeMy WebLinkAboutRevisions; Extending Wood DeckOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
Ascojeo
LOCATION/SITE
ADDRESS:, . .
PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDIN . _ CODE REGULATION DIVISION
UAppro
u e Co. F 2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
Date it . ;. Viu,�
ed-""— (772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: C9C M563
BUSINESS NAME: &4cj4� R26a"
` • ' / • i J-�! _tom_ _ A,
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NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
n_
SLCCC: 9123109
Revised 06130117
ST. LUCIE CO CERT. #:
T GG C_
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FAX:
ZIP: 9 //
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SURVEYOR'S NOTES
1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS- 6ulAlwled
OTHERWISE NOTED. �uno6 along -is
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF IZOZ 8 9 d 3 S
RECORD BY ACCURIGHT LAND SURVEYING, INC.
3. ELEVATIONS SHOWN HERa--ARE RELATIVE TO NORTH
AMERICAN VERTICAL DATUN'_pF 1988, SEE SURVEY FOR Q3A13038
REFERENCE BENCH MARK,, UNLESS OTHERWISE NOTED.
4. THERE ARE NO ABOVWE;:,GROUND ENCROACHMENTS, UNLESS
OTHERWISE NOTED.
S:ADDITIONS OR DELETIONS TD SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR
PARTIES.
,9pJAcfNl
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cpfy .
LEGAL DESCRIPTION
LOT NO.349, SECTION 11, NETTLES ISLAND, INC., A CONDOMINIUM FORMERI Y KNOWN A5
OUTDOOR RESORTS OF AMERICA AT NETTLES ISLAND, ACCORDING TO PLAT OF CLNETTLES
ISLAND PROJECT, AS RECORDED IN PLAT BOOK'16, PAGES 1, IA THROUGH 1J, ,
AND TOGETHER WITH AND SUBJECT TO THE TERMS AND CONDITIONS OF THE DECLARATION ADD
PAGE 2720
OF CONDOMINIUM AS RECORDED IN OFFICIAL RECORD BOOK 186, , -
BE FURTHER
AND RESTATED IN OFFICIAL RECORDS BOOK 1556, PAGE 1753, AND RI MAY
OGETHER WITH
AMENDED, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA;
AN UNDIVIDED INTEREST IN THE COMMON ELEMENTS APPURTENANT THERETO.
LEGEiD
A/C - AIR CONDITIONER FND. - FOUND
CONC. - CONCRETE COV`D - COVERED
I,p, - IRON PIPE I.D. - IDENTIFICATION
Ia.- IRON BAR E.O.P. - ECGE OF PAVEMENT "
p,H,W. - OVERHEAD WIRE LB - LICENSED BUSINESS
R/W - RIGHT -OF WAY- N. & W. - NAIL & WASHER
C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE
rl - NORTH E - EAST W - WEST S - SOUTH -
N.A.VM. 88 - NORTH AMERICAN VERTICAL DATUM 1988
N.G.VM. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929
SET I.B. - .SET 5/8' IRON BAR CAP #4459
CP) - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED
DESCRIPTION
(F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING
(C) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING
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PROPERTY LOCATED IN FLOOD ZONE, 'X & AE'
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BASE ELEVATIONt 4.0
COMMUNITY PANEL NO.I 120285-03n�)t
DATED 02/19/2020
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309 NETTLES BLVD.
JENSEN BEACH, FL., 34957
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LE R. STARKEY —PROFESSIONAL LAND SURVEYOR
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REGISTRATION N0. 4459 — STATE OF FLORIDA
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SURVEY NOT VALID WITHOU T THE SIGNATURE AND .ORIGINAL
FLORIDA LAND SURVEYOR AND MAPPER
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RAISED SEAL OF A ,LICENSED
Subject: Architectural Approval Lot 309 RECEIVED
SEP 2 8 2021
St, Wegrminitting 09unty
P
Hello,
Attached is the Architectural Committee's letter concerning your lot here on Nettles Island. If
you have any questions, please feel free to give us a call.
Sincerely,
The Nettles Island Board of Directors
Nettles Island, Inc. .� :j ' I �. ` ~X�=` �=�
A Condominium
9801 South Ocean Drive
Jensen Beach, FL
Office (772)-229---2930
Fax(772) - -229-9901
This message may or may not contain confidential information and is intended only for the
individual named. If you are not the named addressee you should not disseminate, distribute
or copy this e-mail. Please notify the sender immediately by e-mail if you have received this
e-mail by mistake and delete this e-mail from your system. If you are not the intended
recipient you are notified that disclosing, copying, distributing or taking any action in reliance
on the contents of this information is strictly prohibited.
Nettles Island Inc., A Condominium
9901 SOUE11 04--ean Drive, en.sen Beach, FL 14957
(17r) az?rzw
r A?t; (77z) ZZ[YUt)US
Etrlail: [�flQFnar.3([itramcasE.nzt
w cys�tN�rttle:sFsl�rlclf'.asrttilo_['s+m
May 12111, 2021
Richard & Elizabcth Blahs
21 Regina C:t Apt 1 APPROVED
Delmar, NY 120
R F: New Scwcned Patin - Lot :409
Dcur. 4fr. and Xfrs. Bliber.
17►c Asscrcutioil approves Of Ytsiat text first ttst3ll r liew gerrrn eft=lt►5r[l pattt) on the 1cft siJc of yoGr
home on Lor.309_ 3s indi=ed cia the documents submitted with this request. The site plain inects all
settinck mquitenteuts, indic ues twa 8"x I S' paarka g spaces, and we have no obimions_
}'least Adircre to all fettles Island govetairtg du:.urnents including. but not limited to the Nettles Island
P.ocedures Governing t :nnimcim and building activity not Nettles (stand and previde us with a copy of
the St. Lurie Coimty building permit prior to commencing consuuction_ Also, ptm e'be advised that all
Architectural approvals issued by Netilei; Island are valid for. six (6) Months:. lt'addiii0nal 4ilioc is
n,=( tl, c}ji-a►CrS MUSt SUbtniE SUpP01111iA docume ttaticrn to rquest an additional six (6) t'tlon lt5.
Respcttfully, ,
��=�
Lin, Fitz,gera'ld
Nettles Island Beard of Directors
Cc: Jordan Karginske, Asst. Mgr., File
Tl ko
Pleas: he advised that rlrc-hife tural C01111nitlee aEsurnes !te> re s f)uttiibiljry for the siructirrdl udequzrcy,
rcprrcity or saf tr feature e of the proposed eplisrrricrio: t, olte'ratian or additlncr,- ar fnr perfor mance,
Workinctrrship Or qualio, of work of attry rolltrrrc over car of The tcsttt�+�ted ®ltzrvlio+t ar deicrip ion and
shall norf be relied fipo+r cis art afpro-i al or warranty retarding dksif ter,
building or°oningccxiccoat,pliutat•e feasibilit},armarkewhdirYfrjrtur}'pttrpose.,orcornplrrneetsith
apIgiraHe build nF srcandardK or rc-gttJelriuur, l3 , approrirg Av plans anJ-specifications,
neither the Architeciur,al Co nindnee or tire emkv-s thereof tire Associatiar; the Raard, its e+nployces
and M.pt c..-settlativ t ezurtmc: wry Uabititjr or r ei xitisibility therefore, or fur any d fcc:r in any .strJ(riurr
cunstr ucled there fi•om. and sald,persans firrther_specfflca14, exclude front such approval [try i njdied
trarr'lri�atG it(rite+-rlrrrtt![:ltiliTr uttcl mm fc)r anyp.:crinite-
GENERAL NOTES
DESIGN CRITERIA:
APPLICABLE CODES, REGULATIONS & STANDARDS:
1. THE 2020 FLORIDA BUILDING CODE, 7TH EDITION SPECIFICALLY
CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM
2. ASCE 7-16 & SEI7
3. ACI318 CONCRETE REFRENCE MANUAL.
4. AA ASM 35 & AA ADM 1
5. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS.
WIND LOADS:
1. FBC TABLE 1604.5, RISK CATEGORY = 1
2. FBC SEC 1609.4, EXPOSURE CATEGORY = C
3. FBC SEC 1609.3, ULTIMATE DESIGN WIND SPEED = 150 MPH
DESIGN NOTES:
ALLOWABLE DESIGN PRESSURES UTILIZED IN THIS DOCUMENT HAVE BEEN
CALCULATED PER THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 7TH
EDITION (2020) & ASCE 7-16 USING ALLOWABLE STRESS DESIGN
METHODOLOGY WITH THE CRITERIA AS OUTLINED HEREIN. THE CONTRACTOR
SHALL CONTACT THE AUTHORITY HAVING JURISDICTION TO ENSURE
APPROPRIATE CRITERIA TO BE USED BEFORE CONSTRUCTION BEGINS.
THE SYSTEM HAS NOT BEEN DESIGNED TO WITHSTAND CONCETRATED LOADS
FROM HUMAN ACTIVITY.
DRAWING INDEX
SHEET NO.
DESCRIPTION
G01
GENERAL NOTES
S01
STRUCTURAL PLAN
F01
FOUNDATION PLAN
D01
ROOF & PROJECTION BEAM DETAILS
D02
POST & MAIN BEAM DETAILS1,7
D03
IF
WOOD DECK DETAILS V
GENERAL NOTES:
1. THIS DOCUMENT SHALL NOT BE USED OR REPRODUCED WITHOUT THE ORIGINAL
SIGNATURE & RAISED SEAL OF CRAIG E. GUNDERSON, P.E. ALTERATIONS, ADDITIONS OR
OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR
CERTIFICATION. PHOTOCOPIES AND UNSEALED DOCUMENTS ARE NOT TO BE ACCEPTED.
2. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE
WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDING CODE SEVENTH EDITION
(2020). STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL GOVERNING CODES
CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE
AMENDMENTS WHICH MAY APPLY AND GOVERN. DESIGN CRITERIA OR SPANS BEYOND
STATED HEREIN MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING.
3. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF
THIS SYSTEM. WIND LOAD DURATION FACTOR Cd=1.6 HAS BEEN USED FOR WOOD
ANCHOR DESIGN.
4. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH
WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL'
SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE
PERMITTING CONTRACTOR.
5. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON
ROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY
GREATER DESIGN CRITERIA. THIS ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY
ANALYZED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT.
6. ALL FASTENERS TO BE #12SAE GRADE 2 OR STAINLESS STEEL 304 UNLESS NOTED
OTHERWISE. FASTENERS SHALL BE CADMIUM -PLATED OR OTHERWISE
CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR
ALUMINUM STRUCTURES" BY THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE
FEDERAL, STATE, AND/OR LOCAL CODES.
7. FOR ALUMINUM MEMBERS ALL ANCHORS SHALL BE SPACED WITH 2xDIAMETER END
DISTANCE AND 2.5xDIAMETER MIN. SPACING TO ADJACENT ANCHORS, UNLESS NOTED
OTHERWISE.
8. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM
EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
FINISHES.
9. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY.
10. WOOD HOST STRUCTURE & ALL WOOD MEMBERS SHALL BE "SOUTHERN YELLOW
PINE" G=0.55 OR GREATER DENSITY.
11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR
MATERIALS TO PREVENT ELECTROLYSIS.
12. ALL ALUMINUM SHALL BE 6005-T5 ALLOY AND TEMPER UNLESS NOTED OTHERWISE.
13. ALL STEEL ANGLES SHALL BE ASTM A1011 OR A653 GRADE 50 (Fy=50 KSI, Fu=65
KSI) OR BETTER.
14. ALL CONCRETE AND EPDXY TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000
PSI IN 7 DAYS.
15. ENGINEER SEAL AFFIXE'u HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN
ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES
HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES &
APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, &
CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, &
FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
16. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR
AFFIRMATIONS ARE INTENDED.
17. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS
DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION.
REGEVED
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81-011
POST
N
N x X
POST
I- 7'-9"
RENAISSANCE MODERNO PATIO COVER
CONFIGURATION 2
EXISTING MANUFACTURED HOME
4TH WALL ATTACHMENT
3"X.024"X1 LB
N COMPOSITE PANELS
`.' FL #7561.1-R5
lSLOPE 1/4" PER FT
r' 18'-0" _ I
20'-0"
MAIN BEAM
NO `n
2x2 TYP. N
KP N KP N KP
6'-0" ► . 61 0'11 6'-0"
18'-0"
1 8'-0"
POST X X
2X2 DJ _
N
2X2 DJ 1°
N
POST max, x
7'-9" -I
MAIN BEAM
N U-
0
d N
-
r' 18' -0"
4TH WALL CONSTRUCTION
CONFIGURATION
DESIGNATION
POST
POST INSERT
MAIN BEAM
BEAM INSERT
1
SD post and beam system
3.875"X3.875"X0.090"
NONE
2.75"X7.00"X0.080"
NONE
2
SD post and beam system with beam insert
3.875"X3.875"X0.090"
NONE
2.75"X7.00"X0.080"
1-2.464"X6.777"
3
HD post & beam system
3.875 "X3.875"X0.188"
NONE
2.75 "X7.00"X0.125"
NONE
4
WD post & beam system
6.00"X6.00"X0.125"
NONE
4.875"X7.00"X0.125"
NONE
5
WD post & beams stem with post & beam inserts
6.00"X6.00"X0.125"
I 5.368"X5.368"X0.125"
4.875"X7.00"X0.125"
1-4.589"X6.777"
04
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SEE SECTION DETAILS ON PAGES D01 & D02
1"x5"x2" WIDTH EXTRUDED GUTTER BRACKET
1"x5"x2" WIDTH EXTRUDED GUTTER BRACKET
I
(THICKNESS OF LEG @ WOOD SCREW SHALL BE I
(THICKNESS OF LEG @WOOD SCREW SHALL BE
RECEIVING CHANNEL WITH
0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)
F 0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)
#12 SELF DRILLING SCREW
@EACH BEAM w/(2) #100/4" SMS @ 1" SPACING I
@EACH BEAM w/(2) #10X3/4" SMS @ 1" SPACING
@ 8" O.C. 1" FROM ENDS TOP &
INTO GUTTER LIP. INSTALL GUTTER BRACE AT I
INTO GUTTER LIP. INSTALL GUTTER BRACE AT
BOTTOM OR EITHER SIDE WITH
MIDPOINT BETWEEN BEAMS & INCLUDE 2" I
MIDPOINT BETWEEN BEAMS & INCLUDE 2"
SCREW THROUGH ENTIRE
GUTTER BRACE AT EACH BEAM LOCATION. i
STRUCTURAL
GUTTER BRACE AT EACH BEAM LOCATION.
PANEL,
INSULATED PANEL
STRUCTURAL
I
PER SEPERATE
INSULATED PANEL
CERTIFICATION, TYP.
I
PER SEPERATE
I
I
EXISTING HOST STRUCTURE I
EXISTING HOST STRUCTURE
CERTIFICATION, TYP.
(DESIGNED BY OTHERS) I
(DESIGNED BY OTHERS)
(2) #io sMS (2) #14 WOOD SCREWS @ 1" I
#14 SMS
(2) #14 WOOD SCREWS @ 1"
(2) #12 SMS
SPACING @ EACH PROJECTION BEAM
AT 12" O.C.
SPACING @ EACH PROJECTION BEAM
AT 12" O.C.
& (1) @ 18" O.C. MAX. I
& (1) @ 18" O.C. MAX.
I
MIN. EMBEDMENT SHALL BE 2".
I
MIN. EMBEDMENT SHALL BE 2".
HOST CONNECTION
1 (GUTTER AT FASCIA - OPTION 1)
I
DOl
--------------------
RECEIVING CHANNEL WITH
#12 SELF DRILLING SCREW
@ 8" O.C. 1" FROM ENDS TOP &
BOTTOM OR EITHER SIDE WITH
SCREW THROUGH ENTIRE
PANEL, TYP. HOST STRUCTURE
STRUCTURAL
WITH BUILT-IN FASCIA
INSULATED PANEL
(BY OTHERS), TYP.
PER SEPERATE
CERTIFICATION, TYP.
I
HOST CONNECTI ON
2 (GUTTER AT FASCIA - OPTION 2)
DO1
I
-----,-------------L--------------------------r-----
i STRUCTURAL
INSULATED PANEL
PER SEPERATE
CERTIFICATION, TYP.
. :: ... •:.• •:.•. r.•:: .•.r,:
(1)1/4"DIA. WOOD SCREW '
SPACED 1" MIN., WITYH
1.5" THREAD
PENETRATION MIN. & 1" I
EDGE DISTANCE @ EVERY I
12" 0.C, TYP. I
I
I
I
WOOD FASCIA
I
I
3 HOST CONNECTION
DO1
I
--------------------------------L
RECEIVING CHANNEL WITH
#12 SMS @ 8" O.C.
TOP & BOTTOM INTO PANELAND
RECEIVING CHANNEL WITH
#12 SELF DRILLING SCREW
@ 8" O.C. 1" FROM ENDS TOP &
BOTTOM OR EITHER SIDE WITH
SCREW THROUGH ENTIRE
PANEL, TYP.
(1) 1/4" DIA. TAPCON WITH
i STRUCTURAL PROJECTION
2.5" EMBEDMENT INTO 3KSI
INSULATED PANEL INTERIOR CLIP
OR GROUTFILLED CELLSWITH
PER SEPERATE
A
MIN SPACING & EDGE
I CERTIFICATION, TYP.
D a
DI
DISTANCE @ 24" O.C, TYP,
C,
STING
CONCRETE OR CBS
p
WALL, TYP.
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I (4) #14 SELF -DRILLING_
SCREW PER SIDE, TYP.
HOST CONNECTION
q (CONCRETE OR BLOCK)
DO1
I
(2) #12 SMS @ 12" O.C.
1"x5"x2" WIDTH EXTRUDED GUTTER BRACKET
INTO 2X8SMB
(THICKNESS OF LEG @ WOOD SCREW SHALL BE
0.125" MIN., LONG LEG SHALL BE 0.072" MIN.)
STRUCTURAL
@ EACH BEAM w/(2) #10x3/4" SMS @ 1" SPACING
INSULATED PANEL
INTO GUTTER LIP. INSTALL GUTTER BRACE AT
PER SEPERATE
MIDPOINT BETWEEN BEAMS & INCLUDE 2"
CERTIFICATION, TYP.
GUTTER BRACE AT EACH BEAM LOCATION.
I
EXISTING HOST STRUCTURE
m
(DESIGNED BY OTHERS)
I
�
I
x
(z) #losMs
(2) #14 WOOD SCREWS @ 1"
SPACING @ EACH PROJECTION BEAM
I
& (1) @ 18" O.C. MAX.
MIN. EMBEDMENT SHALL BE 2".
I
(2) #12 SMS AT 12" O.C.
I
HOST CONNECTION
I 5
(PANEL AT GUTTER/FASCIA)
� DO1
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ATTACH TO CARRY BEAM
W/#12 SELF -DRILLING SCREW
W/ 1" OD WASHER
MAIN
TRELLIS/ PROJECTION
5 & POST CONNECTION
DOl
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DESIGN DATE: 04/29/2021
REVISION 1: 06/29/2021
PAGE:
REVISIDATE
I
DO �
I ROOF & PROJECTION BEAM DETAILS
SCALE: NTS
SCALE:
12" MAX, TYP.
1.5" MAX
SD BEAM
(4) #14 SELF DRILLING
SCREW PER SIDE, TYP.
ATTACH TO CARRY BEAM
W/ #12 SELF -DRILLING SCREW
W/ 1" OD WASHER
@6" O.C, TYP.
POST CAP
MAIN BEAM \_SD BEAM
INTERIOR CLIP
SD POST
1 SD BEAM TO POST
D02 CONNECTION
,Ico 0.125.
N
216��
SD BEAM
INTERIOR
CLIP
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0.090
cri
SD POST CLIP
2.750
SD MAIN
BEAM
SLIDE BASE PLATE
19 COVER OVER POST
& BASE PLATE
(OPTIONAL)
2 POST EMBEDMENT
D02
T,a
SD MAIN BEAM
INSERT
REBAR 12" LONG
ROUGH POST, TYP.
BASE PI
POST
3 ANCHOR CONNECTION
D02
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SLIDE BASE PLATE
COVER OVER POST
& BASE PLATE
4) #14 SELF DRILLING
')CREW PER SIDE, TYP.
(6) CONCRETE ANCHORS
(SEE PAGE 4)
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DESIGN DATE: 04/29/2021
POST & MAIN BEAM DETAILS REVISION 1: 06/29/2021 PAGE:
REVISION 2: DATE DO/
(TO BE USED WITH CONFIGURATIONS 1 & 2) SCALE: NTS
(6) 3/811 X 411
LAG SCREWS
2
511
.
3 3" 1"
24 24 2
1 ANCHORS TO BASE PLATE
FOZ )SCALE: N. T. S
POST LOCATION AT
PROPOSED WOOD DECK
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BC/BCS Post Cap LCE/AC Retrofit Post Caps Lec Post Cap
For single -member solid sawn beams. Connects Two-piece cap may be installed before or after lumber Two-piece cap adjusts for is beams
Post Caps,
double 2x's to a 4x post or triple 2x's to a 6x post. is in place when the sides of the post and beam are beams smaller than post width. Connects beams at the top of the post.
Features a ZMAX coating. Features ZMAX coating.
ZMAX" coating or stainless steel recommended. flush. ZMAX coating or stainless steel recommended.
IN LIEU OF 6X6 POST MUST USE 4X4 WITH APPROVED POST CAP CONNECTION OPTIONS
DECK POST TO DECK BEAM CONNECTION DETAIL SCALE: NTS
(2)2 DIAMETER
2
�
THROUGH -BOLTS
WITH WASHERS
—
APPROVED
POST CAP
BEAM
PER PLAN
L 2
Il 2
MIN.
J POST PER PLAN
NOTCHED POST
1° COMPOSITE DECK
JOIST PER PLAN
W/ LUC JOIST HANGER
mo
0
BEAM & RIMBOARD PER PLAN
1
I
1, POST PER PLAN
112• DIAMETER
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NEW ISOLATED FOOTING
WOOD DECK PROFILE
SCALE: N.T.S.
Simpson Strong -Tie
ABA66
POST CAP
RPBZ OPTIONAL
POST ATTACHMENT
POST BASE ATTACHMENT SCALE: NTS
K r�N
POST PER PLAN
STAIR CONNECTION DETAIL SCALE: NTS
2X6 PT SYP JOISTS
@ 16" O.C. (MAX.) TYP.
!X6
STRONG TIE
DESIGN CRITERIA: '
AMERICAN WOOD COUNCIL, PRESCRIPTIVE RESIDENTIAL
WOOD DECK CONSTRUCTION GUIDE
WOOD DECK NOTE:
1. ATTACH JOIST TO BEAM WITH HURRICANE CLIPS
(SIMPSON STRONG TIE H2.5A OR EQUIV) ON BOTH SIDES
2. DOUBLE 2X8 BEAMS SITTING ON NOTCHED POSTS
(SIDE ATTACHMENT WITH THRU BOLTS NOT ALLOWED)
3. 6X6 PT POST INSERTED INTO 18"xl8"xl0" DEEP FOOTING.
MAINTAIN MIN.3' CONCRETE COVER BETWEEN BOTTOM OF
POST AND SOIL. INSERT No.5 REBAR 6" FROM BOTTOM OF CONCRETE.
4. "ALTERNATE" POST CONNECTION FOR EXISTING CONCRETE:
CONNECT POST TO CONCRETE USING SIMPSON STRONG TIE
RETROFIT POST BASE RPBZ OR EQUIVALENT.
5. WOOD DECK TO BE BUILT IN ACCORDANCE WTIH AWC STANDARDS.
6.ALL PRE APPROVED SIMPSON STRONG TIE OR SIMILAR MUST BE
FASTEN PER MANUFACTURER INSTALLATION INSTRUCTIONS AND
SPECIFICATIONS.
7. FOR WOOD DECK BUILD IN FLOOD ZONE, WOODEEN DECK
MUST BE CONSTRUCTED WITH FLOOD RESISTANT MATERIALS.
-8" - 1 � 6'-8" 1 6'-811-�
WOOD DECK LAYOUT PLAN
SCALE : N.T.S.
'LAN)
AM (PER PLAN)
NOTCHED POST CORNER OPTION #2
SCALE: N.T.S.
■ = 6X6 PT SYP
STAIR
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DESIGN DATE: 04/29/2021
REVISION 1: 06/29/2011 PAGE:
REVISION2: DATE D03
SCALE: NTS