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SHEET 1 GENERAL NOTES AND SITE PLANS _j
SHEET 2= FRONT PORCH DESCRIPTION
UM VERS/T Y CIR
7514 A rLAN77C F IACKSONVXLE� FLOROA 32207 -_�904) 305-00j,` 4X ".904,
SHEET 3= TRELLIS AND DECK DESCRIPTION
LEGEND
P-C, PONT OF WRVATURE
(1) BEARINGS SHOWN HEREON ARE BASED ON P.T.C� POtNT OF TAt4GfWY u- DUIA,J,'�NtRlt "471F) SHEET 4= DETAILS
P�R PMT OF REVERSE,CURVE ., ARC I NGTH
THE NORTH RIGHT OF WAY LINE OF DICK P.C'a PONT(IF -6 ov,,�o
STREET AS NOOW'00'W, PER PLAT, P.01. PONT ON CURW 03 �4 T"NG
L %)CL-��!
PERMANENT CONTROL POINT
(2) TH�-S PROPERTY HAS NOT BEEN ABSTRACTED p AIR
S.R� &UILIDA G T�ESTRICNA JNE
wOR FAI_�4_MENTS, CC)VENANTS, RESTTRIC-!f-�,,`� r�v -,%4AINNL�NW �FNCr rokcw7
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L'A'T'ERMNE FLMA rJ'R MAP S7ATUS 1`70,R --rfF--
LFE OF THE LOAN" ON TI-iE PR�YERTY
ABOVE, �AJRWFY-�P HEREON WILL C!_)N-1!F4/
�CR AU,)1112.�AL FLL 4:,A�L OF
174 �Lf_NN A '14-L& - 671;�j
IVOT VA�t;(V OF/��INAII r�Ai_'rb' SEAL 4 Vo 2009-405
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EXISTING SURVEY
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GENE AL NOTES:
THE ED DRAWINGS DESCRIBE PROPOSED ALTERATIONS TO AN EXISTING SINGLE FAMILY RESIDENCE IN ATLANTIC BEACH, FLORIDA. 9
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OF THE WANDA BUILDING CODE (FBC)-
THE BUI NG DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH ALL REOUIREMENTS
2004 EDIT N WITH 2006 SUPPLEMENTS- AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF AnANTic SERICH. FLORQk ALL
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REQUME 4TS OF THESE CODES. WHETHER REFERENCED HEREIN OR NOT. MUST BE OBSERVED THROUGHOUT THE CONSTRUCTION PROCESS.
THE PROP 6ED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL. GROUP R-3.
ALL NEW STRUCTURE WLL OCCUR OUTSIDE OF 'THE EXISTING TWO STORY
PE V-B.
PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TY
BUILDING D ATTACH TO ff.
SITE I
THE BUI NG DESCRIBED HEREIN IS A TWO STORY. SINGLE FAMILY RESIDENCE LOCATED AT 214 7TH STREET Oq LOT 6. BLOCK 17. AS SHOWN IN
SUBDIVISI W. ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5. PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA.
THE PROP IS ZONED "RS1
A NEW C ED PORCH IS TO BE ADDED OVER EXISTING IMPERVIOUS HARDSCAPE. A NEW OPEN WOOD TRELLIS IS 70 BE ADDED OVER A NEW
WOODEN ATFORM DECK WITH OPEN JOINTS. NO NEW IMPERVIOUS AREA IS TO BE ADDED. WHERE EARM IS MAW"AATED TO PROVIDE DRAINAGE
AWAY FROI I DECK, A SHALLOW SWALE WILL BE CREATED AT THE BASE OF THE NEW SLOPE AROUND THE DECK TO RErAIN STORMNATER UNTIL
NATURAL F ERCOLATION OCCURS. N
THE NEW RONT PORCH FRAMING CANTILEVERS 4' FROM THE FRONT WALL OF THE HOUSE wo THE EwnNG FRONT YARD SETBACK. THE OPEN
TRELLIS IS CONSIDERED LANDSCAPE ORNAMENT AND NOT SUBJECT TO BUILDING SETBACKS.
A NEW 4' HIGH ALUMINUM PICKET FENCE IS PROPOSED AS SHOWN. E
BUILDING I s
THE PRO ED BUILDING MODIFICATIONS ARE HERE CONSIDERED A LEVE1 2 ALTERATION PER FBC. MODIFICATIONS IINCLUDE THE ADOITIION OF A
NEW FRO PORCH ROOF, A NEW WOODEN TRELLIS AND DECK, AND THE ADDITION OF TWO EXTERIOR DOORS AS REPLACEMENT OF DOSTING
WINDOWS UCH THAT THE NEW DOORS WILL UTILIZE EXISTING WALL OPENING HEADERS.
T H E EEXI G STRUCTURE WILL NOT CHANGE EXCEPT FOR THE MANIPULATION OF SOME WALL OPEN*= AND SOW ATTACHMENTS MADE TO THE
DOSTING U WALLS.
THE HOU IS TO BE CONSIDERED AN ENCLOSED STRUCTURE WITH CONVENTIONAL UNPROTECTED VIIINDOWS. BEMIK THE GLAZED AREA OF THE
NEW DOO AND WINDOWS WILL NOT EXCEED 25X OF THE EXISTING GLAZED WALL OPENINGS. THE NBV AND DOW WINDOWS WILL REMAIN
- NOTE: VIEWS ARE CONCEPTUAL. ACTUAL SITE PLANS
U11NPRO PER 507.3 OF THE EXISTING BUILDING VOLUME OF FBC. WINDOW DESIGN PRESSURIES WILL BE MEr PER F13C. COLORS AND MATERIALS MAY VARY & PERSPECTIVE
D(ISTING E UILDING ENCLOSURE AREA WILL NOT CHANGF_ VIEWS
ALL CURRI T LIFE SAFETY/EXMNG AND ACCESSIBILITY REOUIREMENTS ARE TO BE MET PER FBC- VIEW OF NEW PORCH ROOF VIEW OF NEW TRELLIS
FROM THE NORTH
FROM THE EAST
10-26-09
OMPLIANCE
CITYOFATLANTI
CBEACH
SEE PFAMITS FOR ADDITIONAL
REQ UW-MEN'IS AND CONDMONS.
FILE COPY : `
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TAPCON OR TITEN ANCHORS
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SQUARE WASHERS EACH END. HANGAR. ATTACH W/ 14-10D
X 1.5" NAILS INTO FIRST
J. i x 4" x 10)6" 4X1O BEAM NAILER AND 6-10D NAILS
T
Jill 7-3 INTO 4X10. SECOND INFILL
T T T NAILER WILL HIDE MOST OF
HANGAR.
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side plates as shown
IF r EXISTING CMU WALL
STAINLESS STEEL z
4X6 BRACKETS PLATE CONNECTOR
TO BOLT THE FRAME COMPLETELY (D
TOGETHER PRIOR TO ATTACHING TO
WALL, THIS BACK MEMBER WOULD 0
TO USE A, 4X4 AGAINST THE WALL, NEED TO BE A 06
THIS BOLT WOULD HAVE TO —
CONNECT THE MEMBERS AND
ATTACH THE FRAME TO THE WALL. <
X" DIA THRU BOLT WITH 2" af
SQUARE WASHER OUTSIDE, 4- ry
SQUARE X Y4" SIDE. 0
ATTACHMENT BOLT
FRONT PORCH TRUSS DIMENSIONS
ALTERNATES AT
BOTTOM
EXISTING CONCRETE FOOTING
PORCH BRACKET DETAIL AND OPTIONS
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PORCH ROOF CONNECTION DETAILS U-j <
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TRELLIS BEAM TO WALL CONNECTIONS
ONE DIAMETER X 16- ONE I" DIAMETER X 16"
STAINLESS STEEL LAC BOLT STAINLESS STEEL LAG BOLT
THROUGH NOTCHED 4X1O'S THROUGH NOTCHED 4XIO'S SCREW 2X4 TO RECESS HEAD
AND INTO TOP OF POST AND INTO TOP OF POST 4X6 W/ TRELLIS CONNECTION DETAILS
2-#12X3- LONG 4:EACH 4X6 ATTACHES TO 4x10
SCREWS 0 EACH
4X6 W/ ONE J" DIAMETER X 12"
STAINLESS STEEL LAG BOLT 0
5F W/ WASHER
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PLAN VIEW
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FIVE 3.0" X 0.131" OR FOUR 16d NAILS: 3.5- X
8X8 PT8X8 POST 0.162"
PT8X8 POST
CONNECTIONS AT TRELLIS BEAMS
�A—
ELEVATION AT BEAM JOR T
SIMPSON ABU88 POST BASE. SIMPSON ABU88 POST BASE. OVER COLUMN
BOLT TO FOOTING WITH TWO BOLT TO FOOTING WITH TWO
V DIA ANCHOR BOLTS. NAIL DIA ANCHOR BOLTS. NAIL
TO POST WITH 18-16d NAILS. TO POST WITH 18-16d NAILS.
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TEN 3.0" X 0.1 31"---N\OR //--EIGHT 16d NAILS: 3.5" X
4X4 P- POSTS SET INTO 12"
Ch 0.162
--c DIAMET--R X 24" DEEP HOLE
F TO BE FILLED WITH
CONCR--TE.
LLj LLj
- ELEVATION OF BEAM Al
0`11 COLUMN, NO JOINT
FOOTING 2'-0" SQ X 1'-2" FOOTING 2'-0" SQ X 1'-2"
MIN W1 3-#4 EACH WAY MIN W/ 3-#4 EACH WAY
BOTTOM. BOTTOM. 6" 1 9 21
2X BEAM TO 4X4 POST CONNECTION
CONNECTIONS AT TRELLIS 4X10 CONNECTIONS AT TRELLIS 4X10 BEAM
BEAM SPLICE OVER POSTS CORNER INTERSECTION OVER POSTS STRUCTURAL
4X4 POSTS DETAILS
I
TRELLIS CONNECTION DETAILS TRELLIS BEAM NOTCH DIAGRAM
1 /2 = 1 —0 4 10-26-09