1629 BEACH AVE - REVISED PATIO DRAWINGS CITY OF ATLANTIC BEACH
800 Seminole Road
Atlantic.Beack Florida 32233
elephone(904)247-5800
-5845
FAX(904)247
4.
REVISION REQUEST SHEET OR
CORRECTIONS TO REVIEW COMMENT
I
Date: I Z Az� //16 Received by: Resubmitted:
Permit Number:- 16 9'A'a4z- — -(0 1 4�'
Original Plans Examiner: A41 _ Project Name:
Project Address: 6-Z-c) L?6:eo� 4vE
Contractor: trrc- Contact Name:
Contact Phone I o 5—p9- qq Contact e-mail:
Revision/Plan Check Permit Fee (s) Due: $ SO,(!20
Description of Proposed Revision to Existing Permit:
Z
Additional Increase in Building Value: $ 30, 00 0 Additional S.F.
Site Plan Revised: Public W U Approval:
By signing below. I(print name) Jqlyln�__> affirm that the above revision
is inclusive of the proposed changes.
40
Signatur--e—of Contractor Agent(Contractor must sign if increase in valuation) Date
Office Use Only
Date: 7 Approved: Rejected: NotifiedI&EC, 2
Plan Review Comments:
Irr.mr-gMI as, PC,/0'+77f t;' C_OAo elclx� pzk L-r— , ROL�e
X
N:f Jr F 0 1
artment review required Yes No
,.�74
012��
Planning &Zoning
T r Plans Examiner
ree
Public Works / -/7-/7
Public Utilities
Public Safety
Fire Services Date Created 4/13/16 Rev.3
TRUSS ROOF RAFTER NOTES: STRAPPING NOTES
1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING
WITH 2--�-12d TOENAILS 1—SIMPSON H2.5T UPLIFT
STRAP UNLESS OTHERWISE NOTED
Lou Pontigo and
As soc i a t e s, I n c.
BEAM TO WALL 4 420 Osceola Avenue
ONNECTION WALL BELOW w/(2)CS16 A
STRAPS. SEE DETAIL 24S3.0 S .0 Jax. Beach, Florida 32250
SEE 1/S3.0 / 'I I Ph. 242-0908 Fax. 241-9557
(3 PLACES)
FL: CA# 8344 SC:CA# 3579
(2)2xl 0
A
0
EXISTING HEADER <
'V
—(2)HTS1 6 "7
TO REMAIN
0 LL. C'r
0 0 .0 v—
CY)
aw W
LK "C
X <
OSI3 CEILING
I (P
M I X!2 H DER,
CONTR*CTOR TO VERIFY. ST KED (2 2x4 SPF#2 KING SHEATHING, SEE
/D -Ile
ADER TO JACKS: (1)MSTA24 POST. STRAP TOP 2/S3.0
STUDS TO BELOW (1)MSTA24 r-
rr BOT. w/(2)HTS16 --azoit
loop civi i,
00 L u i s A. Pontigo, P E
)O�LN4 0 )O�IN 0 - - - - - - - - L F L P E#53311
BRACKET ANIDPOST Q
j(2)2x10 RIDGE
FRAMING, SEE DrETAIL L 11 1110 S3. r��ISIONS DATE
I HOUSE & CARRIAGE
1A 3/S3.0 /(2)2x4 SPF#2 KING PORCHES 12.09.16
OST. STRAP TOP &
w/(2)HTS16
BEAM TO POST t1i KISTING ROOF TO /12
o IF
2/S3.0 U REMAIN AS IS. FA! TEN �1 IPS 0
0 RIDGE w/(2)A35 /11
ANGLES EA. SI E
(2)2x6 RIDGE.
X
:==�MIN (2)2xl2 HEADER,
CONTRACTOR TO VERIFY. FIELD ALTERATION
4 Z
RIDGE TO LEDGER U CONTRACTOR SHALL CONTACT LOU
PONTIGO Et ASSOCIATES PRIOR TO
---1=6 A D E R TO JACKS: (1)MSTA2 w/FIU24-2 \\_2x6 SYP#2 ROOF MAKING ANY STRUCTURAL FIELD
STUDS TO BELOW (1)MSTA24 RAFTERS @ 24 O.C.
OVERFRAME MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
LEDGER, SEE CONSTRUCTION DOCUMENTS.ANY
RELD ALTERNATIONS MADE PRIORTO
--- ------ BEING APPROVED BY LOU PONTIGO&
Alt 57/S (2) 16 A IA ES MA RESULT IN
0
SS
ADD10TC1 NA ENGYINEERING R
tj
(2)2xl 0
L 9 4
S3.0
MAIN HOUSE ROOF PORCH BEAM PLAN
SCALE; 1/41f p
Lot) >
MAIN HOUSE ROOF FRAMING PLAN U
SCALE: 1/4" 1'-0"
LEDGER, SEE
1/S3.0
'Z(� :10/
(3)2x4 SPF#2 POST BELOW
POST ABOVE. FASTEN TO -m- ANN- p%f
CONC. w/HTT4 w/!y8 0
JOISTS, SEE THREADED ROD EPDXIED 12
MIN THIS PLAN MUST BE
11/S3.0
X ON J03 SITE FOR
L
EACH 1INSPECTION '.
Y
_j __j >
0
_j _j
> >
Ld RF:VISION
�Si.oj am v
sp
STRAP HEADER TO JACK STUDS aw
w/(2)MSTA24 STRAPS. FASTEN # MAL /OG-
I> co (.C) II)ATE
0 STUD PACK TO CONIC.
HUC210-3 HANGER. FASTEN X X X SIGNED
w/SIMPSON DTT2.Z wIY2'
HANGER TO POST
w/(14)16dX2Y2" AND HANGER THREADED ROD EPDXIED 12
I
TO BEAM w/(6)10d. (TYP)
X
MAIN
DEC 2 0
BUILDING
---------- (3)2x4 SPF#2 POST BELOW PORCH PLAN
POST ABOVE. FAS_1'_EN TO SHEET
U_ CONC. w/HTT4 w/!Y8" ADDED
THREADED ROD EPDXIED 12
MIN
DO NOT SCALE DIMENSIONS FROM
THESE DRAWINGS.IF A DIMENSION 15
(3)2xl 0 UNCLEAR REFER TO THE
SYMBOLS LEGEND ARCHITECTURAL DRAWINGS OR
BEAM TO LEDGE% DESIGNATES THE NUMBER OF PLYS OF RESIDENCE
PLAN NAME
w/HUC210-3
(TYP) (2)2x8-1/2 HEADER, HEADER SIZE, & JACK/KING
STUDS NEEDED FOR HEADER OPENING. DES IG N/DRAWN/Cfi ECKED
EXISTING HEADER CS / WAC/LAP
TO REMAIN BEAM OR TRUSS, SEE PLAN DATE
-—------- 08.03.16
GENERAL NOTES SCALE
77-1 7 m
AS NOTED
SEE WALL STUD SCHEDULE THIS SHEET FOR STUD I-PA No.
L 1 — 1. SEE DETAIL 1/SO.O FOR WALL FRAMING DETAIL.
SIZES AND SPACING. AT GIRDERS AND BEAMS, PFOT—' 16-00006
PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER CONTROL No.
PLIES.
2. SEE SHEET SO.0 FOR ROOF AND FLOOR SIIFET
SHEATHING SPECIFICATIONS.
MAIN HOUSE 2ND LEVEL FLOOR PLAN MAIN HOUSE IST LEVEL WALI, PLAN 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES S2,00
<fS!3 0)
// S
SCALE: 1/4" = V-10" SCALE: 1/4" = V-0" TOGETHER PER DETAIL 2/SO.O OF
�S H E�ET �3 �5
SYMBOLS LEGEND
DESIGNATES THE NUMBER OF PLY'S OF
(2)2x8-1/2 HEADER, HEADER SIZE, & JACK/KING
STUDS NEEDED FOR HEADER OPENING.
RIMBOARD TO BEAM
BEAM OR TRUSS, SEE PLAN
w/HU26-2 UPSIDE
2x8 LEDGER. FASTEN DOWN HANGER GENERAL NOTES
TO CMU w/Y2" TITEN Lou Pontigo and
HD @ 24" O.C. (2)2xl 8 POST FROM 1. SEE DETAIL 1/SO.O FOR WALL FRAMING DETAIL. Associates, I nc.
HUC26-2 RIMBOARD ABOVE. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD
SIZES AND SPACING. AT GIRDERS AND BEAMS, 420 Osceola Avenue
HANGER PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER Jax. Beach, Florida 32250
DECK JOISTS TO WOOD PLIES. Ph. 242-0908 Fax.241-9557
INFILL w/LUS26 HANGER 2. SEE SHEET SO.0 FOR ROOF AND FLOOR FL:CA# 8344 SC:CA#3579
HUC26-2 (TYP) SHEATHING SPECIFICATIONS.
3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE
MA.EONRY HANGER PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES
-'40
TOGETHER PER DETAIL 2/SO.O
__jI
U.
0
2x8 SYP#2
�_DECK JOISTS 30 :w to <
Ew)pw; 8 CMU 1 .:0
0:
016 O.C. '�": CZ
W : I- '_C7X12.2 w/WODE INFILL,
. , CONTRACTOR <(
Al Q
0 VERIFY SEE DETAIL 10/<_:3.0
rq
,1 0011
Luis A. Pontigo, PE
FL PE#53311
EXISTING
CANTILEVERED—/ REVISIONS DATE
WOOD BEAM (TYP) HOUSE & CARRIAGE 12.09.16
PORCHES
CARRIAGE HOUSE FLOOR FRAMING PLAN
SCALE: 1/4" 1'-0"
FIELD ALTERATION
CONTRACTOR SHALL CONTACT LOU
PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
MODIFICATIONS WHICH MAY VARY
FROM THE INTENT OF THE ORIGINAL
CONSTRUCTION DOCUMENTS.ANY
FIELD ALTERNATIONS MADE PRIOR TO
BEING APPROVED BY LOU PONTIGO&
ASSOIDATES MAY RESULT IN
6x6 SYP#2 POST. STRAP TO NG OR
INSPECTION FEES.
BEAM BELOW w/(2)CS16
BEAM TO POST STRAPS. SEE DETAIL 2/S3.0
—PER 2/S3.0 (3 PLACES)
(2)2xl 0 (2)2xl 0
BEAM TO WALL
0 0
T_ V_ ONNECTION,
X X I
CN" CN" SEE 1/S3.0
CN
I F� N
C
ri
L L U
rl
CARRIAGE HOUSE ROOF PORCH BEAM
SCALE: 1/4" = 1'-0"
FRAMING NOIES"-
1. ALL BUILT—UP POST, HEADERS & BEAMS SHALL BEE FASTENED PER 2/SO.O
2. FO� TYPICAL WALL FRAMING, SEE 1/SO.O
A"
JOB
IS PLAN LIUST
Tvi
4
ITE FOrIn'
S3.0 ON JOB S
INSPECTIOL"t.
_T T
]2x4 j'PF#2 PONY 2x4 SPF#2 PONY CARRIAGE
@ 16" O.C. WALL @ 16 0.C/ EVISION
Bp# I&_fA_ftt 1016 HOUSE PLAN
'n I
DATE
SIGNED
U0
KX THESE DRAWINGS.IF A DIMENSION IS
Z
UNCLEAR REFER TO THE
ARCHITECTURAL DRAWINGS OR
'OVERFRAME CONTACT THE E.O.R_
1_-_Q ER, SEE— _j PLAN NAME
-AT 5/S3.0
RESIDENCE
DESIGN/DRAWN/CHECKED
CS WAC/LAP
DEC 2 0
DATE
08.03.16
SCALE
AS NOTED
LPA No.
PFOT-16-00006
CARRIAGE HOUSE ROOF FRAMING PLAN j A2 44� CONTROL No.
SCALE: 1/4" = V-0" SHEET SHEET
ADDED
S2,01
SHEET 4 OF 5
2x6 SYP#2 BLOCK�NG BETWEEN
EA. JOIST. FASTEN TO TOP
2x6 SYP#2 NAILER PLATE w/ 10d @ 0.C.
FASTENED TO TOP — Lou Pontigo and
PLATE w/ 10d @ 3" O.0 Associates, Inc.
ROOF SHEATHING PER 420 Osceola Avenue
10d COMMONS CONSTRUCTION SPEC's Jax. Beach, Florida 32250
6 @ 6$0 Ph. 242-0908 Fax.241-9557
FL: CA# 8344 SC:CA#3579
2x6 SPF#2 RAFTERS
DBL. TOP MA
NOTCH HEADER p @ 24 O.0
PLATE BELOW TOP PLATE 1-::�l yN
RIDGE TO KING POST: H2.5T
PORCH SHEATHINS'
'"7' HEADER KING POST TO BEAM' H2.5T
SEE SPECIFICATIONS 2x6 SYP#2 LEDGER
PORCH
0 0: BELOW END w/2-1/4)f x6" SDS %
------ HEADER
8—GUN N ILS—
r--4
0 0: SEE PLAN. SCREWS @ 16 O.0
HEADER & C.UPPORT La 0:10 tu
IF
FULL HEIGHT ANCHOR OR-- PORCH PARALLEL POST, PER PLAN. (2)MSTA24
PORCH
0
DTT2Z HOLD DOWN AT BASE TO WALL tp
MIN. (2)2x4 WOOD PERPENDICULAR STRAPS BEAM BEYOND
OF POST. CS1 8 @ BASE IF
(2)2x4 SYP#2 rq
PORCH IS AT 2ND LEVEL. BELOW. & (1) ADJ. TO WALL V�
————Li—— - % Gomm* rq
KING POST.
TO PORCH HEADER.
OPTION A.
24" 16 GUAGE
POST (2)2X6 BEAM
STRAP W/11— 24" 16 GUAGE DECK JOISTS 6x6 POST —"-� I I L u i s A. Pontigo, PE
10dxlY2" EA. END BELOW STRAP Yf111— PER PLAN (2)MSTA24 BEAM TO BRACKET: (2)H2.5T
FL PE#53311
LSTA12 FOLDED OVER TOP STRAPS
DOUBLE TOP PLATE PLATE w/5-10d NAILS 10dx92" EA END 2 P)X1 0" S. 4x4 HORIZONTAL LEG
CONTINUOUS OVER — INTO TOP PLATE & 5-10d 1/ LAG BOLT 17' p) r"�--E7610NS DATE%�
6pt HEADER NAILS INTO BEAM. SPACE PORCH HEADER, % x8" LAG SCREW HOUSE & CARRIAIM 12.09.16
.1j PORDiES
SEE PLAN —\ RECESSED
MAX @ 48" O.C. OMIT IF WALL HTS16 I I
JL SHEATHING IS INSTALLED 4— STRAPS MSTA24 3-10d TOENAILS
ON FACE OF BEAM 4x4 DIAGONAL
C><:1 STRAPS EACH SIDE
00
00 3/8 x8" LAG SCREW
00 PLAN VIEW OF PLAN VIEW OF
8—GUN PORCH HEADER PORCH HEADER RECESSED
NAILS
FULL HEIGHT ANCHOR OR AT CORNER POST AT POST 4x4 VERTICAL to'00 FIELD ALTE!WkT�1 �
CONTRACTOR SHALL CONTACT LOU
PORCH SHEATHING SPECIFICATIONS: PONTIGO&ASSOCIATES PRIOR TO
OF POST. CS18 @ BASE IF MAKING ANY STRUCTURAL FIELD
DTT2Z HOLD DOWN AT BASE
MIN. (2)2x4 WOOD MODIFICATIONS WHICH MAY VARY
1/2 " GYPSUM (WATER PROOF) GREEN BOARD, W/ 5d COOLER NAIL,8' @ 6" O.C. EDGE & FIELD FROM THE INTENT OF 11-4E ORIGINAL
PORCH IS AT 2ND LEVEL. OPTION B BELOW. & (1) ADJ. OR ALL EXPOSED METAL CONSTRUCTION DOCUMENTS-ANY
TO PORCH HEADER. CONNECTORS AND FIELD ALTERNATIONS MADE PRIOR TO
3/ (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS @ BEING APPROVED BY LOU PONITIGO&
O.C. EDGE AND FIELD FASTENERSSHALL ASSOCIATES MAY RESULT IN
ADDITIONAL ENGINEERING OR
BE STAINLESS STEEL INSPECTION FEES.
K--j� TYPICAL PORCH BEAM CONNECTION TYPICAL PORC�i FRAMING DETAILS (WOOD) SHED ROOF BRACKET DETAIL
S3.0 S3.0 S3.0 SCALE: 3/4" V-0"
BLOCKING BETWEEN
RAFTERS
ROOF RAFTER, NAIL OUTLOOKER TO ROOF SHEATHING
ROOF RAFTER SEE PLAN RAFTER w/(4)12d PER SPECS
PER PLAN 8d COMMON NAILS 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, NAILS
2x8 CEILING JOISTS PAIRED AT 3 Pt 0.C.(TYP) FASTEN TO ROOF FRAMING BELOW ebb
W/ROOF RAFTERS. FASTEN EA. w/ 4—�Yjr,))x4" LAG SCREWS N ILS
END w/ (8) 12d COMMON AT EACH RAFTER.
WIRE NAILS INTO RAFTERS. ROOF SHEATHING
(TYPICAL) OVERFRAME RAFTERS, SEE P AN. H2.5T @ EA. 2x4 OUTLOOKER
OUTLOOKER @ 24" O.C.
SIMPSON H3 w/ 10-8d COMMON 16 MAX OVERHANG
NAILS FROM RAFTER TO LEDGER
AND LEDGER TO ROOF MEMBER.
BALLOONED FRAMED
WALL, SEE PLAN
UPLIFT CONNECTOR AND BEAM OR EXISTING CS18 STRAP
(2) 12d TOENAILS EACH BEARING WALL ROOF MEMBER. @ 48 0.C.
SIDE OF RAFTER. PER PLAN
4 C 0 N DECK LEDGER�AT OVERFRAME RA�FTERS OUTLOOKER DETAIL
VENTIONAL ROOF DETAIL r9
��-o SCALE: 3/4" V-0" ��-o USE THIS DETAIL TO FA!3TEN OVERFRAMED ROOFS, VALLEYS, ETC. S3.0
WATERPROOFING 0
BY BUILDER
EXISTI�G WALL
FRAMING
OB %wCPY
POST BEYOND
WOOD FRAMED CURB AS 2x6 $YP#2 LEDGER. FASTEN PER PLAN bm
REQUIRED BY BUILDER FOR i it. =)p THIS PLAN MUST 61
TO WALL w/(3)Y4 X.) SDS
WATERPROOFING PURPOSES. SCREWS & (5)1 Od (D 16 O.C. (2)2x6 DECK JOISTS @ ON JOB SITE FOR
MAX STEP PER CODE 16 to O.C. w/LUS26
HANGEREA. END EACH INSPECTION
BEAM PER BUILDING
PLAN
PLAN a
EXISTING BEAM PROVIDE SOLID 2x— SYP#2 CUT TO FIT INSIDE REVISION
DETAILS
BEAM FLANGES AS SHOWN. FASTEN TO STEEL 2)CS18 BP#
BEAM w/!y8))O' A325@ 16" O.C. STAGGERED DATE
THRU BOLTS w/ WASHERS.
U DO NOT SCALE DIMENSIONS FROM
JOIST TO
X WALL: H2.5T ARCHITECTURAL DRAWINGS OR
BEAM PER PLAN, AND WITH RPPED TOP AT Y4pp/FT FRAMING, SEE PLAN CONTACT THE E.O.R.
BEAM INSTALLATION, w/ROOF SHEATHING. JOIST TO PLAN NAME
SEE I/S1.0 LEDGER w/LUS26 HANGER
RESIDENCE
DECK JOISTS
DESIGN/DRAWN/CHECKED
PER PLAN
STEEL CHANNEL CS / WAC/LAP
PER PLAN HANGER \\- 2x8 SYP#2 LEDGER. FASTEN DATE
PER PLAN TO WALL 6 10d @ 16" O.C. DEC 2 0 08.03.16
SCALE
ASNOTED
LPA No.
PFOT-16-00006
CONTROL No.
10 OUTLOOKER DETAIL NEW DECK FRAMING
S3.0 SCALE: 3/4" V-0"
SHEET
SHEET
ADDED
5360
SHEET 5 OF 5