Plans 363 Atlantic Blvd Poe's (vault) I �
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Al GENERAL NOTES
201
1. All dimensions to`acs+d block or stur_l wail, unless
noted otherw:S s.
2Co31t3•uzctor to COQ°r';dIncite tallat;on andreQuirrrrnents of
in��
kitchen fixt1 res,Cabjr7#ets,finishes, equipment, receptacles,
I
_ I etc.. with kitchier,c:or:sultanas drawings,
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I women's I see
mens bathroom r1 bathroom zCo: o •rant ' blocking.
Ex- ' 3. Co: tractor t accessories'bl r
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specifications section 10850-toilet, bath and laundry
I , :' :-?;, `\tia��\� �w\ n� _ •\ I acCetiSir3-ies and interi(i0r,elevatio: S fcrr::st and mounting
_- __ _____ - w _ - t I
lei manager's office = storage e closet locations and heights.
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'1 ,: I . Con.rar.to: tri coon{',nate range exhaust>systern with
framin • contractor to'sSubmtt Proposed exhaust enetration
o location to arr_h:tec:fog'opprova; before installation of system.
FX. ��. I g p p p
� ^.. s ^., c tri system.
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entry vestibule ' _ _
t E��M , Ln I 5. Fr'ovide irrsl_3latior: i!� peri: titer walls of all bath ror�ms
`a'` (V i nlecllanlCai reson-is for;Sr�3.t attG°31r1atic°n.
E
r 3 wash area
' ❑ � � ❑ X. ? \gn - -----. ;``� I 6, All exte;nor walls to:be 2x6 unless otherwise noted.
FX. U U EX, ¢ tri �;,tr :� � ; .
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A ramp
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t 0 363 ATLANTIC BLVD.
ATLANTIC BEACH, FL
9'-10" 8lI �!QII 2'-0"
8'`10 12'-0" 8'-0" 2'-0" 8'-0" 2'-0" 1 tv-0" 2'-0" 8'-0" 2'-0" 14N/V, '-11l.
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20 1 I ALL RIGHTS RESERaYED, KEVAN HOERTDOERFER ARCHITECTS
al :.a91A:� =1' - -
GENERAL 040TES
THIS DRAWING DOES NOT REPRESENT A SURVEY
IOF THE PIROPERTY.
ALL STREIET, SIDEWALK, & BUILDING LOCATIONS
ARE SHO\,OVN FOR REPRESENTATIONAL PURPOSES
ONLY.
95'-4"
4'-10" 80'-5"
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SEATING CALCULATIONS
.................. ......................................................................
A. IINTERIOR DINING =70 SEATS
B. IBAR =31 SEATS
C. PORCH =34 SEATS
p. (PATIO (EXTERIOR) =40 SEATS
—————— _ "'"'''" I TOTAL SEATING = 175
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www.hoertdoerferarchkeet .com
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69'-611 14'-11" 10'-011
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FILE COPS
363 ATLANTIC BLVD.
ATLANTIC BEACH, FL
,
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RL'� D FOR CODE Com FLIANC
' CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS.
BY: DATE: S' 7'
A002
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- EXI STI G
EXISTING EXISTING
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SEE 6/S1.0
FOR CONN.
Lou Pontigo and
o Associates, Inc.
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]ax. Beach, Florida 32250
o I I p ( 420 Osceola Avenue
Ph. 242-0908 Fax.241-9557
FL: CA#8344 SC: CA#3579
CONTACT US WITH YOUR COMMENTS
COMMENTS @ LP•A.COM
_� �g A. N
15 6 150-090i .• ��C�N .;O
ROOF TOP COOLING No.533
1
51.0 SEE 7/S1.0 Sf E 3/S1.0 S1.0 NITS, SEE 9/51.0.
FOR CONN. {FOR CONN. •
.p'; E OF %'@ o
�sat
sYONAI EN��
FOUNDATION PLAN- WALL PANEL PLAN ROOF P�kNEL PLAN -
SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" SCALE: 1/4 _ "1 0" REVISIONS DATE
{
CONNECTION
AT CEILING, SEE DESIGN CRITERIA
DETAIL 4/51.0.N LOCATION: ATLANTIC BEACH, FLORIDA
-� DESIGN CODE: 2007 FLORIDA BUILDING CODE - RESIDENTIAL w/ 2009 SUPPLEMENTS
MINOR RIB DESIGN LOADS: C
INTERIOR FACE ROOF LOADING �d-=1.25)LIVE LOAD psf FIELD ALTERATION
''; :, : :'; 300,A• SERIES.':PAN :':',::''.:': CONTRACTOR SHALL CONTACT Lou
1" EXTERIOR FACE WIND LOAD I PONTIGO&ASSOCIATES PRIOR TO
MAKING ANY STRUCTURAL FIELD
SEALANT AZTECO BASIC WIND SPE (ASCE 7-05) ----------- 120 MPH MODIFICATIONS WHICH MAY VARY
QUICK WALL (OPTIONAL NOT BY KINGSPAN) 42" COVERAGE 1,067mm FROM TRU TIONrOFUME TS.ANY
1.00 AL
CONSTRUCTION DOCUMENTS.ANY
( ) IMPORTANCE POR TAN CE FAC OR ————————————————— FELD ALTERNATIONS MADE PRIOR To
16 GA. GALVANIZED BEING APPROVED BY LOU POM1GO&
CONNECTION {INSTALL AFTER TEMP. PULL MEAN ROOF HEIG T ------------------'- 15.0 FT
BASE"ANGLE ti ADSDITIONAALENGINEE�RIN�GTIN
OR
AT TAILFOUNDATION,
S1.O. 3x3 CONTINUOUS
SEE DETAIL 2/51.0. DOWN) ( ) � ROOF PITCH -- -------------------- FLAT INSPECTION FEES,
FASTEN TO CONCRETE BUILDING CATEGO Y -- -- - II
3�4" PHIL. PAN HEAD-� " - -------------
FOUNDATION w/ 0.1450 O MALE LEG COLD SIDE FEMALE POCKET
P.A.F. WITH 1"0 WASHER EXPOSURE ------------------
%.••.d %•. GRADE, ---- -- -- — ED
CATEGORY
SLAB ON BUTYL SEALANT ® 12" O.C. FASTEN TO [:PANEL ENCLOSURE CLA IFICATION ENCLOSED
/ SEE PLAN. w 8x1'/2" TEK 0 12" 6).C. ---------—
z a. . / # INTERNAL PRESSyRE COEFFICIENT - f .18
• s
/ d
V
1 m
ALT. FOOTING AT d 609 SLAB GENERAL NOTES
i `/ BUILDERS DISCRETION. SEALANT MARRIAGE °` . d:
/ BEAD TO VERTICAL iv " 4 : ' d ° "WARM"
PRODUCTS AND MATERIALS N
EXISTING PANEL JOINT
LA. FEMALE POCKET WARM SIDE MALE LEGMIN. TURNDOWN. AW300 — AS,PRODUCED BY THE METAL PANELS KINGSPAN OR EQUAL EFFEC AVE PROPERTIES
BUTYL SEALANT Q
8 MIN. (OPTIONAL) LIGHT GAUGE CLIPS, PLATES AND SIMILAR ACCESSORIES ARE SIZE AND THICKNESS
8» SHOWN ON THE DRAWINGS (Fy=33 KSI, MINIMUM, UNLESS OTHERWISE NOTED).
-
FASTENERS
•
FASTENERS
LIGHT GAUGE METAL TO LIGHT GAUGE METAL
/S1.O 2/_51_0 3/51.0 #8-18 TEKS ,BY ITW BUILDEX OR APPROVED EQUAL
LIGHT GAUGE MIETAL TO CONCRETEr/
- 0.145"0x1'/2' LON X :. ACTT tATEO Iw 'S704ERS BY HILTI OR APP 0VED EQUAL.
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SEE DETAIL 5/51.:.0. � `'r�+".+
• DRAWL ARE FOR PLACEMENT OF INSULATED PANELS ONLY. ALL OTHEIR INFORMATION
NOTED IS FOR R FERENCE ONLY �
3" WELDING OF LIGHT GAUGE STEEL IS NOT PERMITTED WITHOUT PRIOR APPROVAL (JF THE ENGINEER
" INTERIOR WALL STUDS AND EXTERIOR NON-STRUCTURAL STUDS ARE NOT SHOWNI.. REFER TO Q
2 1 ARCHITECTURAL SPECIFICATIONS FOR REQUIREMENTS
00
�4" PHIL. PAN HEAD
" COLD THE LIGHTGAGE FRAMING COMPONENTS INDICATED IN THESE DRAWINGS ARE AS WANUFACT—
„ 3 URED BY THE STEEL NETWORK INC.. OR APPROVED EQUAL IN ACCORDANCE WITH ASTM
2" SIDE A653. Ln
. -
OUTSIDE CORNER TRIM ALL LIGHTGAGE MATERIALS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A•�24 AND Uj
A MINIMUM G-60 COATING.
.'::.CEILiN : •' .
THE MINIMUM YIELD STRENGTH OF THE LIGHTGAGE METAL FRAMING MEMBERS SH LL O
QU
BE AS FOLLOWS: 16 GAUGE AND HEAVIER - 50 KSI
"WARM" 18 GAUGE AND LIGHTER - 33 KSI
SIDE
1" #8x1'/2" TIEK z #8x1'/2" TEK THE FRAMING HAS BEEN DESIGNED TO SUPPORT THE LOADS SHOWN IN THE DESIGN CRITERIA
COLD SCREW 0 12" O.C. THIS SHEET), ADDITIONAL TEMPORARY BRACING AND SHORING SHALL BE PROVIDED AS REQUIRED
SIDE WALL :ViIf+IG SCREW ® 12 O.C. ( ) ,
„ TO STABILIZE THE FRAMING AND TO SUPPORT CONSTRUCTION LOADS. TEMPORARY BRACING SHALL
REMAIN IN PLACE UNTIL PERMANENT BRACING IS INSTALLED. m
THE CONTRALTO SHA
GAUGE AND
LL PROVIDE FRAMING ACCORDING TO THESE DRAWINGS. SIZE, ,
Z
SPACING OF MEMBERS IS THE MINIMUM REQUIREMENT FOR THE GIVEN LOADING CONDITIONS.
LARGER SIZES A D/OR CLOSER SPACING MAY BE USED. - �
"WARM a
SIDE SPLICING AND/O CUTTING OF FRAMING SHALL NOT BE PERMITTED UNLESS
#8x1'/2"' TEK-,//
SCREW ® 12 O.C.
INDICATED IN TH SE DRAWINGS.
4/S1.0 5/S1.0 w C7/SI.0 USE #8-18, 1'/2 LONG, LOW PROFILE HEAD SCREWS FOR ALL METAL TO METAL (CONNECTIONS
EXCEPT AS NOT ON PLANS AND DETAILS.
SCREW PENETRA ION THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN THjREE EXPOSED
THREADS. COLD
#8x1'/2" TEK A 3/4" (MIN.) CL ARANCE MUST BE MAINTAINED FROM ALL EDGES OF THE STEEL MEMBERS IN
SCREW ® '12" O.C. LOCATING SCREW . A 3/4" (MIN.) ON CENTER SPACING MUST BE MAINTAINED BEwEEN STORAGE
ALIGN RAILS ADJACENT SCRE S.
^ �^-.,. . . . . . . . .. , :. WITH HOLES IN ----- U TUBAL
COOLER UNIT FRAME. 150# 1 ALL SCREW REC MENDATIONS ARE BASED ON CCFSS TECHNICAL BULLETIN VOL. 2, NO. 1
#8x1'/2" TEK COOLER I WHICH OUTLINES THE PROPOSED AISI SPECIFICATION PROVISIONS FOR SCREW COMNECTIONS,
SCREW ® 12" O.C. UNIT I AND ALLOWABLE SCREW SHEAR STRENGTH VALUES PUBLISHED BY BUILDEX, COMPASS AND PLAN
GRABBER.
—11 20 GA. CONTINUOUS
BREAK METAL TRIM. 300 A SERIES PANEL UPP TARY OTES
DO NOT SCALE DIMENSIONS FROM
QC►ROSS SECTION PROVIDE ALL TE PORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AV01I[9 TFESEDRAWINGS,IFADIMENSIONI5
EXCESSIVE STRE ES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. UNCLEAR REFER TO THE
(SECTIONVIEW> THE STRUCTURE HOULD NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELLEMENTS
ARCHITECTURALCNTTHEEO DRAWINGS OR
HAVE.BEEN CON TRUCTED.
':INTERIOR PLAN NAME
-."PARTITION :. ( THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOIA
CONSTRUCTION M ANS, METHODS, TECHNIQUES, PROCEDURES OR SEQUENCES. FOR THE ACTS POE'S TAVERN
' " OR OMISSIONS O� THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE 'WORK, DESIGN/DRAWN/CHECKED
CEILING 8 1/2"0
" OR FOR THE FAILbRE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANICCE CS BMB LAP
TWO P.T. 4x4 2 0 GALV. A436 WITH THE CONTR�CT DOCUMENTS.
20 GA. CONTINUOUS " SYP#2 RAILS BENEATH THREADED R DATE
BREAK METAL TRIM. 1 COOLER UNIT. r------ w/ NUTS & *ASHERS NOTIFY IN WRITI G THE STRUCTURAL ENGINEER OF CONDITIONS ENCOUNTERED IN THE FIELD 7.14.11
1 150# 1 EACH END. CONTRADICTORY 0 THOSE SHOWN IN THE STRUCTURAL DOCUMENTS. SCALE
20 GA. I COOLER I
SUPPORT ANGLE I UNIT CONTRACTOR HA� SOLE ROSPEONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SIEQUENCES, AND AS NOTED
#8x1'/2" TEK PROCEDURES OF CONSTRUCTION. TRUSS ID.
SCREW ® 12" O.C. A WALL A 300 A SERIES PANEL CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ASEQUACY, AND SAFTLEY OF ERECTUON
BRACING, SHORING, TEMPORARY SUPPORTS. LPA NO.
CONTRACTOR HAO SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFTEY REGULATIONS. SHEET
:-� REVIEWED FOR CODE COMPLIANCE SLO
7/S1.0 8/51.0 9/S1.0 CITY OF ATLANTIC$EACH
SEE PERMITS FOR ADDITjONAL
RM 0 MMAWN 15 AT41)UONI%=S. fy
REVIEWED 1BY: DA1w:, 7FILE CC
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