318 Skate Rd 2013 covered porch (2) 111
II i
COPYRIGHT 2013
Solomon Olopade
Architect
ONVENTIONALLY 2X6 RAFTERS These drawings are not
to be reproduced or copied
in any form or manner
ITUMEN MEMBRANE OR whatsoever without the
written permission of
Solomon Olopode Architect
ARCHITECTURAL SHINGLE
AT 2,5/12 MIN, ROOF PITCH
w/ 15# FELT
ROOF SHEATHING: 7/16" APA RATED PLYWD SHEATHING
FE �_ = a" N _•_ .N U O
NAIL @ 6 O,C ON THE EDGE, 12 IN THE FEILD � ; 2WITH 8d RING SHANK (U.❑,N) ;, E N oPT 2x6 Not CONT, CLEAT ° °803/8'dia LAG SCREWS --{ _ _ _ Vv_ __ _ �. ., . H3 SIMPSON CLIP @ EACH MEMBER V O O O_ . J` ma ;111 11 1.7 I L J__.111J1J1 LL 1_.LI�I-J1_ .�1 _ l l 11--1i_l1� - 1111- I I.: ;...._ �_l l I J '11_. .11 1 1L1L U 1.:_11,ll 11_I`�1 111.1 1J J J�_J l _1_1J 1 I � �1 ll 11 _,l 11�:1� � � _ARCHITECTURAL SHINGLES @ EACH TRUSS i1I1 ' �11L iI1 '11 111L. W 1 11J lil 'J 11L' _l_l_l_ _1111 -- J11. - 11'.1_'_1111_:'_111!. _i.1.1_ !1.J . _.1L1__ J1._1_il_11'I l l 1.L 11 .:' T❑P ❑F B E A M s d2,5/12 MIN PITCH :LLL 1 l. 1 ll 1L 1l IL- LLll 1__L� 1_�_ L l_.1. 1. l i li_I .�}1_�!_-1 EXISTING 1 L1U�1_ OCw•�
� � �`il ,l 1 11ll1_�1}_,.L L-1�._1LL_11.11�L1 1 UL�1.1_ J LW11L L�-� ----- 1 _� __ .l �I: Jlll_LJLIL �11__l-11.1�_:�k_1_L1.1 L_1_l 11 IJ X11_ill-.11_.i, 1-1ll 1J ..1_-111 111 L11, - liJ1.1--- , 1�_11-1L_1_;_1._.il�' 1-!.1 i_ll�,_111 _ � � ° '�❑R TORCH D❑WN R❑❑F FLASHING ------ - ----- l_1ll11�EXISTINGI liil ❑PTI❑NAL q > o oEox L: 1�L__s1i_i1 .-.l1 ..1L1 LL_1LI]_J._L.IL 11_�J l.L:_,_1_�i._, 1. �I1_ LI...L. L1�_ _i._I LJ .I_-1_L - 1. .1_11IJa._.1_1. 1�_11_il..111 .�1La1._L L-1.1._ l_.l_I 11_.1.1_ _LI�iJ1L 1�A N „r .MODIFIED BITUMEN ROOFING __..___-.___.________.__ ll 1/2 PLYWOOD SHEATHING r= a o_ 1-L1_I I Ll_i�L11-11 LU 1ROOFING MEMBER/ MEMBRAN II�1_ll Il 111:.J�l ..L1r._111LI�l.il_ 1 _i 1.11i_11�!�_ .1L1i!-i- L111 I l_'_lLi,�1LL1� 6" GALV, EAV DRIP '� °25/12 MIN PITCH -'" - ---.. ----- -- - - � FASTEN TO UNDERNEATH H 111 j L a �J1_U_11_l1 .1J 111LL Uii _ L1� �1._11_,l 11._l .r�:__1L1 _u 1_ _.L___1J 1Ll 1 a o 0 I__.J_I_l_1--1LLL,_ _1{_1 11_L--- -uJl J 1�lj_11.1J LL.: �__�L L TRUSSES w/ 801 NAILSII L . L 11 i L J 11 L 1x2 FURRING STRIP E H ° oLl1JLL�11 JJ 1 1 L1L111 111` 11.11.11 �U1111�U AT 6" O/C 6 0 CL U 4
=��_-- --- -- -_---- 1JJ .LL,1L1�1�1L1Lll 1 1�.L1�1LW�-1 11_ uJ,l_.� 1W 1._11�11 LLl1 11 � L1..1 � 1x6 FASCIA
�1 1L JL11 I'J 1 L l 1 L1 1�1 L Ll� Ll 11_LLl 1-.L 1 ll_��L � LyLL1L
(2)2X12 Pj BEAM
- .r.�.
� w/ SIMPSON HU210-2 2x SUB SCI
_ --- - -- ------ -- - ------- - - ---- - -- --- -_..- -
--- --
Architects'
Seal
. AND H8 (BEAM T❑ POST)
C )H-8 -- - CTYPJ PLYWD FINISH
i
--- ---- ----- ----- ---- - -- - --- -- -
--- 2x4 LOOKOUT
_.._ __._ ---EXISTING- NO CHANGES -- -- -- --EXISTING- NO CHANGES---- 1 --- - - _ -- _-- -- -_
- - -- _- --_- .. - -- - - -- ------------- ---- -_ - _.------------ ---- cA ---- __ -
-- __--- - -- -_ ----- ----_ __ ___---- .._.._-------- --.------_ ------ - ----- ------------ ------- 1 � I ---- -_._- EXISTING- N❑ CHANGES-_
r I it
I .._..------- ............----- ---_._.__ -____-._._. _.........---------__. .__._..--------`--- -----...-------- ----._._......_. �__.._..---- --- ----------- - __...---------- -.--_..------ ---- ------.-_ - _..------.. .__---------
--- ----- ------ --- --- -- - --------- --- -------------- ---- -------- - _..1 IL-- - - ------- - -- - - -- - ------ -----
------------
PSON
4X6 PT POST ABA46z ABA46z ws5 /8IMBOLTS
A&A46Z
8-1001 NAILS IN
W/ MS A 1 & z im _��� EXISTING 4X6 PT POSTS CTYPJ
TOP/BOT CTYP) 14'-0"
Side Elevations Rear Elevation C�
SCALE 1/4" = 1'-0" SCALE 1/4" = 1'-0" C
5/8"0 THREADED ROD
^... ;i•:, ..�',%'" DRILL HOLE, CLEAN
4-1
' ".•' �'•' AND FILL w/ EPDXY U
Q.)
00
� Q �
U
4x6 PT POST W/ d-
SIMPSON BC46 & < +, 0
SIMPSON ABA46z -
TOP/BOT, CTYPJ U
__0U
USE SIMPSON ABA46z
EXISTING- NO CHANGES WIND LOAD NOTES 8/508" BOLTS & 0
8-1001 NAILS IN 0 O _
CODE: FLORIDA BUILDIN5 CODE 2010 4X6 PT POSTS (TYPJ 0 Q�
" 181X181X12" FTG
BASIC WIND SPEED: 120 MPH 2 CONC. TOPPING W/ C2) No5 REBAR E
WIND IMPORTANCE FACTOR1 I =1,0 BLDG CATEGORY; II EACH WAY (TYP)
WIND EXPOSURE: BJLJ 0 U
ENCLOSURE: UNENCLOSED BUILDING FINISHED FINISHED GRADE N
OCCUPANCY: R-3 EXIST'G 4"FLU R "
WINDBORNE DEBRIS: NQ- :1��=III=III=III
NO-
ROOF LOAD: i -1 I I-1 I -III-III-!I I-1 I = Ln
cov�rsol porch � .. , _ _____
<8=�1'- GEIL) ` TOP CHORD LL , 20 Ps'�F
III Cly
- P5?-
CEILING
-
BOT CHORD DL 10 P5f
CEILING LOAD:
CONC, TOPPING OVER S1 TOP CHORD LL : 10 Psi X
EXISTING
SLAB
HOT CHORD
DL 5
Psf
poet section 1
NOTES A-1
ALL SIMPSON METAL PRODUCTS
4x6 PT POST' IN CONTACT WITH PRESSURE TREATED LUMBER ,
w/ ABA46z
SHALL BE HOT DIP GALVANIZED
L J L RAFTER SPAN SCHEDULE S K A T E R E1 A D
18"X18"X12" FTG
W/ (2) No5 REBAR O/C LUMBER SIZE-MAX
EACH WAY (TYP) SPACING 2X4 2X6, 2X8 2X10 -
12" 1 10'-10" 17'-p" 22'-5" - -
Floor & Foundation Plan 16" 9'-10" 15'-1" 19'-5" 23'-3" - - - - - �- - - - - - - - -
n - � " N ,- N ,- N ,- N 8��'
i SCALE 1/4 - 1 0 24 8 7 12'-3# 15 10 18 11 -
20 LL/ 10 DL. L/ 240 11 SYP (CLG NOT ATTACHED)
TABLE, 2308,10 F B,C 2010
I I I C3.. SL
C= -6
C.-
i C i _ � 1(�
_-
- SCOPE OF WORK: COV RD PORCH
EXISTING NO CHANGES
1. PROPOSES 10,5 x14 COVERED PARCH
PT 2x6 Not CONT, CLEAT 2, NO ELECtRICAL: NO CHANGES ! W X
w/3/8'dia LAG SCREWS
@ EACH TRUSS 3, NO MECHANICAL: NO CHANGES
4. NO PLUMBING: NO CHANGES
*4 Utz \ !�
m O
Beach I
I I
1 I Gi of Atlantic Bea r O V d d
er�t 1 - L U
1Y Departm _--- -- �--- (�
-- _ lann►ng
and Zoning -
- -- -
I I f'
I I liance with applicable l
other local land 0 S
This aPPfOval verifies e d 10,5' O
Thiszoning, subdivision put does not con Vit,u PROPOSED: 10.5x14' V w L
ment regulations, permits- Come{cable iance COVERED PORCH a/ F Q
dev rov 1 for the issu Code and all other u{ements Q
2X6 PT Not RAFTERS @ 16" O/C OVER #15 FELT AND yuhFloridaBudding ermitting req W
¢N QN APA RATED PLYWD, SHEATHING: 7/16" ❑S$ ROOF DECK local, State and Federal of the C{ty of Atlantic I 14' I w
W W rior to the issuance of a
w� I ( moo NAIL @ 6" ❑,C ON THE EDGE, 12" IN THE FEILD musth verified official P
I-Z) WITH 8d RING SHANK (U,O,N) guy din9uPermit
or J a
n-= I I °-_ _ PANEL SHALL BE ORIENTED PERPENDICULAR TO Approved BY* G � DRAWN BY
(Uz I I NZ �9 RAFTERS, �=
N� I I N� Dat 2,q 06
( RE: 171658.000 S01
7 31-16 38-2S-29E
„v) ..N !^ ( R/P OF PT, OF ROYAL PALMS I DATE
structurd I leincl 1ABA46z
S UNIT 2A, LOT 14 BL 23 � ' Architect
�--- 1M S ' � ZONING: ARS-1 355(',Or-:---.
�.ath Avenue SCALE
06/10
'-��I
SIMPSON H-3 4X6 PT PAST - f�
SIMPSON MSTA12 (2) 2X12 PT BEAM TDP BOT CTYP ��'yuJ ,1erk���i,,;=4�,. t=L 322+D2 I
- - - - - - - - - - - %" = 1
AR 9,3047
SIMPSON HU210-2 SIMPSON (2)MSTA12 000 80"
(BEAM TO POST) _, JOB Na.
Site Plan 5�3
SCALE:NTS PIAN No.
Roof Framing Plan r 0000
SCALE 1/4" = l'-0" SHEET N0.
A-1