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ELEVATdIONS
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DIRT RIEWOVAL
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ELECTR)K:AL HOOK-UP Scale 1/8•=1'
POOL SPECIFICATIONS
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DESIGNED BY ✓ t-`' Cirri V�i. kE'/i 1� ��" 1 1602 N.Std SU86[•Jorn111Bng I�flheClOf9
DATE_ S o -2 00 Z 2 L 4 =o *1 o�csr the (804)246-245%aSeacn,FL a22so
A- L-A-.tT7F�zp IDA
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JJ OFFICE CPC 037018
HOME Z'4 1- 8975 - 1FAX 2
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STRUCTURAL I 40TES:
REISI N
V 0 S
EXISTING CHIMNEY DESIGN INA ORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD 04/05/
6XIST1NrG PORCH ROOF TO REMAIN BUILDING CO AND WAND DESIGN PER SECTION 1606.2.
® 05/01/
1. LIVE LOA S
UINIFORMI LIVE LOADS
ROOF 20 PSF
EXISTING HEADER BEAM FLOOT 40 PSF
w/ NEW STUCCO FINISH TO MATCH EXISTING 2. WIND LOAD BASIC 110 MPH
IMPORTA19CE FACTOR 1.00
PORCH ROOF PITCH 5/12 (22.4 DEGREES)
NEW FRIEZE MOLDING AT
TOP OF POST TO MATCH EXISTING 3. ALLOWABk UNIT STRESSES:
A) CONCRETE - DESIGN AS PER ACI 318 LATEST EDITION
SLAB ON GRADE f'c = 3000 PSI
1H CONVENTIONAL SHALLOW FOOTINGS f'C = 3000 PSI
EXISTING ASPHALT SHINGLES ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI
B) REINORCING STEEL - ASTM A615 GRADE 60
1 C) WELDE6 WIRE FABRIC - ASTM A185
S-1 D) CONq tIETE MASONRY - DESIGN PER ACI 530 CURRENT EDITION
CCIMPRESSIVE STRENGTH f'm = 1500 PSI
U
EXISTING FjRiEZE MOLDING E) SOIL [NEARING (DESIGN MAX.) 2500 PSF Z cn
w
CCO FINISH F) ALL DIMENSION LUMBER HEADERS AND BEAMS SHALL BE SYP N0: 2 LL] Z C
EXISTING STL ORB TER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE = z w c
/ WITH � ATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION w -
BY A RICAN FOREST & PAPER ASSOCIATION. ALL EXISTING 6"A" Y a
00 00 00 0 POSTSI SHALL BE WESTERN RED CEDAR (UNLESS NOTED ¢�
OTHER SE). j v J L
a
4. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER! w
FOR REINFORCING SHALL BE AS FOLLOWS: LLI to to=
FOOTIIiIGS 3" J: 0 o
SLAB PN GRADE CENTERED
NEW CONCRETE: STEPS AND POOL DECK
5. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE U) z
TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARLDS
NEW STUCCO FINISH OVERAND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD U o
REAR E LE VA TI N8"x8" CMU COLUMN 8 SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING
SCALE: 1/4" = 1'-0" (TYP 4 LOCATIONS) OF CONCRETE.
6. SPLICES I REINFORCING, WHERE PERMITTED, SHALL BE AS
FOLLOWS: +
12 MASONRY 48 BAR DIAMETERS
5 CONCRETE 40 BAR DIAMETERS
I / I K EXISTING RAFTERS 7. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR
EXISTING 2 STORY RESIDEi�E I EXIISTING UNSTABLE=SOIL, THE ENGINEER SHALL BE NOTIFIED.
ROtOF LINE 8. ALL LOAD 13EARING CMU PIERS SHALL BE COMPOSED OF ASTM C90,
I
_ EXISTING PLYWOOD GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORILAR.
SOFFIT GROUT AL� CELLS SOLID WITH CONCRETE GROUT.
I
NEW CONCRETE STEPS - - r EXISTING PORCH HEADER BEAM I_ t _ _ L TEMPORARY BRACING, SHORING, GUYING OR OTHER
_ ; 0or
�v -Y r 9
MEANS sTR11lRAL ELEMENTS IN PLACE DURING
i
VENTED SOFiFiT 2 10. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. O U
SEE ARCHIkECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING Z
I I I I I 1 ADD 4pcs SIMPSON HETA16 EMBEDDED DRAWINGS iIFFOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT — bi
I I ®I ® I �L '' STRAPS W/ 10-10dx1'/2" COMMON SHOWN ONIt STRUCTURAL DRAWINGS.
WIRE NAILS FROM THE EXISTINGNEW FRIEZE MOLIDING AT 11, THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE
HEADER BEAM TO NEW 8"x8" CMU TOP OF COLUMN, TO MATCH Q
1 G� COLUMN EXISTING RESPONSIB E FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, LL
EXISTING ROOF LINE- PROCEDUR S, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE
CONTRACT R, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOREXISTI G POI ZCH 8'-0" 7'-0" 8'-0" EMOVE EXISTING 6"x6" POS A D of THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN O
0 F INE REPLACE W/ NEW STUCCO FINISH ACCORDANCE WITH THE CONTRACT DOCUMENTS.
O
OVER 8"x8" CMU COLUMN, AND N 2
z 2'-6"x2'-6"x1'-0"d MONOLITHIC
I CONCRETE FOOTING (TYP. 4 LOCATIONS)10
S-1
37'-0"x9'-6"/15'-0" _� J
POOL POOL BY OTHERS
STEPS NEW CONCRETE DECK
NEW CONCRETE PECK
w/ SUNDECK SURFACE w/ SUNDECK SURFACE
BY OTHERS
BY OTHERS
NEW 8"x8" CIMU COLUMN
z w/ STUCCO [FINISH TO MATCH
8'-0" 3T-0" T-0" EXISTING City of Atlantic Beach
PbrwdiV and Zoning Depart
n.
J APPROVED This approval verifies aengMnca with epp�pabie
POOL DECK AND REVISED REAR PORCH FLOOR PLANVCITY OF ATLANTIC BEACH approval
or theiisun and other beconsiftilis
at land
wm
SLAB ON GRADE, BUILDING OFFICE d=ent
,{oMthegiesuaneMe of perm#fn Complilan�
6'-0"x6'-0" ELEVATED) N SEE PLAN with Florida Building Code and all other applop1bIable
SAY 0 7 2OU2 local, State and Federal permltft requnm-nts
SPA BY OTHERS T//SLAB EL must be veered by signahae of the City ofAtllantic
SCALE: 1/4" = 1'-0" _
x x x x S _E POOL PLAN Beach Building O I prior iswance of a
SEE THE BATTS COMPANY' POOL LAYOUT AND DESIGN o jt � Approved
Permit.
DRAWING, DATED 5/30/01, FOR SWIMMING POOL -I Approved By:
/ J • • • ,ommu -. Dev o ment it for
U
LAYOUT, CONCRETE DECK LAYOUT, AND Q _ Date: —
SCREEN NOT SHOWN FOR M "
SPECIFICATIONS. [ENCLOSURE
2-#5 VERTICAL DOWELS 8
CLARITY. 3" CLR TYP oRA
'
2'-6" w/ STD 90END INTO
ML
FOUNDATION.
CH EC
DEMOLITION NOTES: 2'-6"x2'-6"x1'-O"d ® CC
-REMOVE EXISTING SCREEN AND RELATED FRAMING
FOOTING W/ 3-#5 8"x8" CMU W/MONOLITHIC CONCRETE �e ao 7%1 I
-REMOVE EXISTING TIMBER STEPS AND PLATFORM
sca
-REMOVE EXISTING TIMBER DECK INSIDE COVERED EACH WAY 2-#5 VERTICAL
AS N(
PORCH AREA JOB
-REMOVE EXISTING CONCRETE PATIO SLAB
` -INSTALL TEMPORARY SHORING AND REMOVE E01-
EXISTING 6"x6" POSTS WALL FOOTING SECTION _ SHE
rON 2 SECTION
I'•1 X11 — 6 :.:.:t. " , n
SCALE: 3/4" - -1 SCALE: 1 0
, " S
SHEET 1