1085 BEACH AVE - DECK DWGS 4
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. CODE ANALYSIS:
•
A NEW XT1f1Q1 () r 1) clr\ FCIQ . • 2014 FLORIDA BUILDING CODE – BUILDING (5th Edition)
SQUARE FOOTAGE INFORMATION
• PROPOSED DECK 189 S.F.
• LOT AREA (EXCLUDING WETLANDS AND ±5220 S.F.
BODIES OF WATER) IdO33111
032233
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STRUCTURE HEIGHT AND # OF STORIES
MAXIMUM HEIGHT OF THE STRUCTURE IN FT. ±8)—
NUMBER
8)—NUMBER OF STORIES 1
TYPE OF CONSTRUCTION
• TYPE: V-B
• PROTECTION: UN PROTECTED
SEE PARCEL MAP U N S P R I N K LE D
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NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, �
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� AND MEETS THE REQUIREMENTS OF SECTION 1 fi0fi OF THE > QI
ol ,` 2014 (5th) EDITION OF THE FLORIDA BUILDING CODE.
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THIS BUILDING, (IS)/ IS NOT , LOCATED IN THE WIND BORNE DEBRIS e
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BUILDING, INDICATE ONE: ENCLOSED OR PARTIALLY ENCLOSED)
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GENERAL NOTES:
1. All construction must comply with all governing codes
2. ADA ADA issues will comply to the Accessibility Codes as established by the local governing codes. DRAWING INDEX:
3. All contractors & sub–contractors will thoroughly familiarize themselves with these construction documents & will verify existing site & building condition prior to submittinc a bid.
4. Sub--contractors before starting their work will check & verify their particular related requirements for compliance along with measurements, surface levels, & surface con itions near & about their work. It will be concluded that each bidder understands & knows what will be
required.
5. This Architect & his professional consultants will not have control of & will not be responsible for construction means, methods, sequences, or safety precautions in connection with the work on the project or for the acts or omissions of the contractor, sub–contractor, or any G- 1 TITLE
other persons performing any of
the work on this site. his work. N
fi. All contractors will provide adequate bracing and/or shoring to insure structural stability of the building & all related building components, (i.e.) Structural Walls, Interior Wall Assemblies etc. during the construction phase this project. A 1 'DECK P LAN S
7. All work will be coordinated with other trades in order to avoid interference & preserve maximum headroom & avoid omissions. Each contractor will include all miscellane pus items required by code & needs to complete this
appropriate o
8. All material used will be new & bear UL labels where required & meet pp p riate NEMA standards. N
9. Layout all partitions before beginning construction to prevent errors by discrepancy. All drywall partitions will be installed as noted on the drawings. DO NOT SCALE THE DRAWINGS.
10. Verify all dimensions in the field prior to ordering, cutting and/or installing material, product or equipment. In the event of any discrepancies, contact the Architect before preceding with that work.
11 . All sub–contractors will provide a certificate of insurance to the owner prior to starting any work on this project. Certificate of insurance cannot be terminated or canceled without 10 days prior written notice to the owner.
12. No substitutions of any kind for materials specified on these construction documents is allowed. No "Equivalent" substitutions will be made, unless approved in writhing by the Architect & approved by the owner due to the lack of availability of original.
13. Each contractor is responsible for the first class workmanship & will assume all responsibility for the care & protections of his own work & material from damage. He will make good any damage to his own or other work cause by himself or workman employed by him.
14. Each contractor will abide by local area standard & related OSHA standards for the safety of their employees on site. This Architect & his professional consultants will be held harmless by the owner, GC, and related awarded trades, on this project for accidents of injuries caused
Y or accrued on this property during construction phases of this project.
15. Should Fire Alarm & sprinkler drawings become a requirement, it will be the responsibility of the sub–contractor and to be submitted as separate permit issue.
SLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE , SCALE:
� COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY PLANS AND DRAWINGS ARE NOT TO BE REPRODUCEDCHANGED OR COPIED IN TITLE
ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. N.T.S.
TYP. P.T. 2x6
RAIL CAP
2'-71" x KEY NOTES
6'-7" 7'-5" '�
7'
5
1. PAD FOOTING [B-D/2.1; D/4; E-F/1.1; F/3-4] -
E7 1_i i 24x24x 16 w/ (3) #5 BARS ea. WAY, (TOP & BOT) -
�.� PROVIDE Y(min) COVER @ ea. END. CENTER SIMPSON
ca I s
Z �N �____� �____� CB66 AS INDICATED - SEE DETAIL.
TYP. P.T. 2x4 IN —IN
2. PAD FOOTINGS [A/1 -2 & C/1] - 12X 12X 16 w 2 5
TOP RAIL t'
r----, r----, ;,� BARS ea. WAY, (TOP & BOT) - PROVIDE 3"(min) COVER
TYP. P.T. 2x2
VERT. PICKETS ® 2 - r i I i_ _ _i i _ @ ea. END. CENTER SIMPSON CB44 AS INDICATED - SEE
4" O.C.(max) ``' L._J I I T 21 ��N DETAIL
TYP. P.T. 2 x 4 j TYP. P.T. 2x6 j 3. PAD FOOTING [B.1/4] 24x15x16 TIGHT AGAINST EXISTING
BOT RAIL j ( ! ;I; IN RAIL CAP 7' i. w/ (2) #5 BARS ea. WAY, (TOP & BOT) - PROVIDE
-T
nle Yn TYP. P.T. 2x4
IIIPI LII 3 (min} COVER @ ea. END - SEE DETAIL.
y
(1) k2"x5" THRU = I,uln Anll, I I TOP RAIL I I
I -1 4. 6X6 P.T. POST (TYP)
CARRIAGE BOLT ®
4„ I _ TYP. P.T. 2x2 ----, 5. 44 P.T. POST (TYP)
BANDING BOARD & KE
VERT. PICTS ® s I I
�-- NOTCHED 4x4 4" O.CKE) 0) L I_ 3 6. THIS 4x4 P.T. POST TO BE TIGHT AGAINST EXISTING
V/ / .(Mcx1 7TYP. 2x4 I i ____J ATTACHED w/ 5i�"x8" LAG BOLT; 2" FLAT WASHER @ 16"
11" 1'-4 IN BOT RAIL O.C.; HOLD BOTTOM LAG @ ±12" ABOVE GRADE - SEE
12 2 12 0 i 6 4 DETAIL
i 7. ALL 6x6 POSTS SHALL BE NOTCHED PER NOTCH DETAIL TO
RECEIVE PERIMETER RIM BEAM & BANDING BOARD; CORNER
SIMPSON o o o i Tb`v POST TO HAVE POCKET NOTCH
•,; U210-2 ea. END (2) %"x4" LAG - ; I 8. ALL P.T. 4x4 POSTS TO BE NOTCHED THE DEPTH & AREA
10 1 D BOLTS; 2" WASHERS Ln I I
„ o o o ; 8 i� TO RECEIVE STAIR STRINGER - ATTACH w/ IN A VERTICLE
1 +N 1 PATTERN - (3) #100" GALV. NAILS or AS AN OPTION (3)
I
10" 1'-4" �c�
0 ` I r--i--� r--i--� 9. P.T.x2Yx12NOSTAIRORROSIVE WOOD STRINGER (TYP of 3)W
(2) h"x67" THRU
6'-10 1/2" 1 1 CARRIAGE BOLTS 0 ,
PERIEMTER BEAM & I _ N _ i_ I 1 _ 1 _ 4 10. DBL. P.T. 2x10 PERIMETER RIM BEAM & BANDING BOARD
NOTCHEO 4x4 2 -10 3 I I I I I
- SEE SECTIONS. ATTACH MEMBERS, IN A VERTICLE
I
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A_1 EXISTING --� L----.J f L__i_� PATTERN 12" O.C.(min) 18"O.C.(max)
STRUCTURE 11. DBL. P.T. 2x12 CNTR. JOIST BEAM - SEE SECTIONS.
131-911 0 8 6'-102" 6'-10 ATTACH MEMBERS, IN A VERTICLE PATTERN 12" O.C.(min)
2'-71" 18"O.C.(max)
7'-5" 6'-7" 12. P.T. 2x10 JOISTS @ 24" O.C., HOLD END JOIST 1'-4Y2"
6 6
rL CL OFF BEAM EDGE - ATTACH TO BANDING BOARD w/ (3)
#100" GALV. NAILS or AS AN OPTION (3) #100)/2" NON
ELEVATION' F O U N D AT I O N CORROSIVE WOOD SCREW
4
o W 13. P.T. 2x6 HAND RAIL CAP - MITER CORNERS, SEE
7 = SCALE: 3/8 =1 -0 SCALE: Y4"-1'-0" ELEVATION FOR HEIGHT o
�, 14. P.T. 2x TREAD & OPTIONAL P.T. 1 x TOP PLATES
15. P.T. 2x6 DECK - PROVIDE @ ea. DECK BOARD TO JOIST W
X N (2) #100" GALV. COMMONS or AS AN ALTERNATE a
#1 Ox3Y2" NON CORROSIVE WOOD SCREW
0 1'-3" 2' 8 9 10 16. ALL DECK BOARDS ALONG THIS RUN TO BE FLUSH w/ , m
1 1 13'-1 1" 2'-10 BANDING BOARDS Q N
4 1 � � � =
EDGE OF DECK W
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I EDGE OF TREAD EDGE OF TREAD
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SIMPSON , SIMPSON
CB66 I C866 �►—�
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SIMPSON ° R
ASSUMED GRADE ASSUMED GRA - U210-2
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A—� 3 » e » A-1 3 10— O A-1 i
SCALE. /4 =1 —0 SCALE. /4 —1 —0
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4 h"x6-" THRU BOLT, IY
° 2" WASHERS ea END 6 I SIMPSON ;w w
• SECTION�ELEVATION -_-
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~ ° -�- CB66 ON f0 •� \
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-------------------�-- EDGE OF DEC
EDGE OF DEC K
LQ c Q J EXISTING 2
M „ „ „ STRUCTURE _ 7
A 1
Now
3 3 3 3
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15 2 DECK @ f8'-6" DECK SURFACE
11-319
li w (V
ABOVE GRADE
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6x6 POST LINE 6x6 POST LINES FRAMING PLAN POCKET ®
CORNERS LLJ
B.1/4 B-D/2.1 ; D/4; E-F/1.1; F/3-4 SCALE: Y4"=1 '-0" 00 g
i BOT. of _
—IN i i i I PERIMETER p W U
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--TREAD {TYP) O
------------------------- ------r ------- -------------------- --------------
-I P.T. 6x6 w Q
1' w I POST — w
' SEE PLAN Li
I I I I ,
*—IN N X W
I I I I I I I I I I I I ,
THIS SECTION OF RAIL TO BE 6" I w
CONSTRUCTED BELOW i� i W
I I I I I I I I I I I I I
PERIMETER BEAM AND IN
-------------------------------- w
14 FLUSH w/ POST T Z Li
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4 Q Q
4 2 W
s 1 EDGE 4F =
7 7 � L Q
DECK (TYP)
SIMPSON I U
CB44 W
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(15) STAIR TREADS @ 11"+1" NOSING SIMPSON ! 15
CB44
(14) RISERS @ 613/s" o.
I
ABOVE SIZES WERE CALCULATED ON AN ASSUMED 5 '°•
GRADE WITH TOTAL RISE OF t8'-6". HOWEVER, ACTUAL
CONDITIONS MAY VARY FROM DRAWING AND FIELD M F-a
ADJUSTMENTS MAY BE REQUIRED. PER 2014 FBC (5th
EDITION - 1009.7.2 RISER HEIGHT NOT TO EXCEED
7 (max)/4 (min) and TREAD DEPTH 11 (min) g L J ASSUMED
3 _LL
„ 3„ -------------' GRADE N
I
1 EXISTING
STRUCTURE 1„
13 -10� 6x6 NOTCH DETAL
ASSUMED GRADE O
N
1» 4x4 POST Ll N ES. • 3/4"=V-0"
2 1013 -11SCALE.
A/1-2 & C/1
SECTION
FLOOR PLAN-
9$ SCALE: Y4"=1'-0"
SCALE: 3/4 = 1 ,_0,�
I
Q COPYRIGHT 2015 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, HANGED OR COPIED IN SCALE:
ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTENCONSENT. DECK PLANS AS NOT