SGN2003-05012 (2)
SGN2003-05012
HOGFISH GRILL
. 1800 GULF TO BAY
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CITY OF CLEARWATER
loNG RANGE PIANNING
DEVELOPMENT REvIEW
PlANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUlIDllI,G, 100 SOUTH MYRnE AVENUE, ClEARWATER, FLORIDA 33756
TElEPHONE (127) 562-4567 FAX (127) 562-4576
February 18, 2004
Mr Frank ChIVas
Pnmary Structures, Inc
13131 56th Street
Largo, Flonda 33777
RE Development Order regardmg case SGN2003-05012A at 1800 Gulf to Bay
Boulevard (Hogfish GnU)
Freestandmg SIgn (monument-style), 54 square feet each SIde, 925 feet m
heIght
2 Attached SIgn, 28 square feet and 5 5 percent of the bUIldmg fayade (south
bUIldmg elevatIon)
3 Attached SIgn, 28 square feet and 3 2 percent of the bUIldmg fayade (west
buIldmg elevatIon)
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Dear Mr ChIvas'
On February 17, 2004, the Planrung Staff revIewed your apphcatIon for an amended
ComprehensIve SIgn Program to enable sIgnage as follows
The amendment applIcatIOn for the ComprehensIve SIgn Program has been approved for,
and must comply WIth, all of the SignS as submItted and as shown wlthm the
ComprehenSIve SIgn Program applicatIon plan set for SGN2003-05012A, receIved
December 11, 2003 and reVISions receIved on January 20, 2004 and February 17, 2004
ThiS apphcatIOn plan set IS on file
The apphcatIon for the ComprehenSIve Sign Program has been approved subject to the
followmg condItIons
CondItIons of Approval
1 That the freestandmg SIgn IS to be located wlthm a 12 square foot landscaped
area,
BRlt\NJ AUNGST. MA\OR COMMI~~IONCR
Hoyr HA.\llllON, Vlcr MAYOR CmIMI\SIONfR WIlIINry GR,W, CO~l\II~~IONrR
FRAN" HIIlU^RI:, COMMISSIONFR Q) Bill JON\ON, COMM"~IOI\FR
"EQUAl EMPI OYMI NT AND AFnRMAl JVr AC110N EMPI OYFR"
February 18, 2004
Chlvas - Page Two
2 That the landscapmg be mamtamed,
3 That the v1SlbIlIty of the address nwnbers on the freestandmg SIgn base be
mamtamed,
4 That the wall SIgnS be remforced to be statIonary (to prevent swmgmg), and
5 That the color of the address numerals be whIte or lIght gray
Pursuant to SectIon 4-303, an applIcatIOn for a building permIt shall be made wIthm one
(1) year of the date of thIS Development Order (February 18,2005) All reqUired bUlldmg
approvals shall be obtamed wIthm one (1) year of the date of Issuance of the mltIal
bUlldmg permIt Permitted tlme frames do not change WIth succeSSIve owners
The Issuance of thIS Development Order does not relieve you of the necessIty to obtam
any bUIldmg permits or pay any fees that may be reqUired In order to facIlItate the
Issuance of any permIt or lIcense affected by thIS approval, please bnng a copy of thIS
letter WIth you when applymg for any penmts or lIcenses that requITe tlns pnor
development approval
If you have any questIons, please do not heSitate to call Mike Reynolds, Semor Planner, at
7275624836 ZOlllng mformatIOn IS aVailable through the CIty'S webslte at
www myclearwater comlgov/depts/plannmg vIa the "Clearwater Parcel and Zomng" hnk
and "Code Resources" hnk.
{1;
IS FIerce
Istant Plannmg Director
cc. Mary Jo Fox, SIgn Inspector
S IPlanlllng DeparlmenllC D BICamp SIgn Prag\Guljla BaylGulfla Bay 1800 Hagfish Gnll Amended - AppFOvedlGulfw Bay 1800
Amended Hagfish Gnl! Develapmem Order doc
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CITY OF CLEARWATER
loNG RANGE PlANNING
DEVELOPMENT REvIEw
PIANNING DEPARTMENT
POST OFfiCE Box 4748, CLEAIlWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUIlDING, 100 SOlITH MYRUE AVE'lUF, CLEARWATER, FLORIDA 33756
TmPHONE (127) 562-4567 FAX (727) 562-4576
May 27, 2003
Mr Frank ChIvas
PrImary Structures, Inc
13131 56th Court, S Ulte 101
Clearwater, Flonda 33760
RE Development Order regardmg case SGN2003-05012 at 1800 Gulf to Bay Blvd
(Hagfish GnU)
Dear Mr ChlVas
On May 27, 2003, the Planmng Staff revIewed your applIcatIOn for a ComprehensIve
SIgn Program to enable slgnage as follows
1 A Freestandmg Sign, 5625 square feet where there IS a maximum allowance of20
square feet
The freestandmg SIgn IS to be located WIthin the southwest corner of the SIte, facmg Gulf
to Bay and Keene Road The Sign Will be a maxImum of 11 6 feet m heIght The SIgn
WIll read "HOGFISH" wIthm the center of the Sign space The SIgn WIll also have a 1
foot by three foot space for the street address number The street number space WIll be
black and the numbers WIll be whIte
Regardmg attached SIgn age, smce there IS no attached SIgn age proposed at thIS time, any
future slgnage must meet Code and match the bUIldmg where It IS attached The
applicatIon for the ComprehensIve SIgn Program has been approved for the sIgnagc as
submItted (attached)
Pursuant to Section 4-303, an applIcatIOn for a bUIldmg permIt shall be made wlthm one
(1) year of the date of thIS Development Order (Apnl 16, 2004) All reqUIred butldmg
approvals shall be obtamed wIthm one (1) year of the date of Issuance of the InItIal
bUlldmg pemut Penmtted tIme frames do not change With succeSSIve owners
The Issuance of thlS Development Order does not relIeve you of the necessIty to obtam
any bUIldmg penmts or pay any fees that may be requIred In order to faclhtate the
Issuance of any penm t or lIcense affected by thIS approval, please bnng a copy 0 f tht s
BRIAN J AUNGST, MAYOR-COMMI~SIONfR
HoYT HAMilTON, VICE MAYOR-COM>,\ISSIONER WHITNEY GRAY, COMMISSIO"ER
FRANK H18BARD. COMMISSIONER * Bill JONSON, COMMISSIONER
"EQLAL E\1PLOYMFNT AND ArFIRMATTVI: ACTION EMPlOYER"
May 27, 2003
Chlvas . Page 2
letter WIth you when applymg for any permIts or lIcenses that reqUIre thIS pnor
development approval
If you have any questions, please do not hesitate to call Arden Dittmer, Development
RevIew SpecIalist at 727 5624604 Zomng mformatIon IS avaIlable through the CIty'S
websIte at www clearwater-fl com VIa the "Clearwater Parcel and Zorung" lmk and
"Community Development Code" lInk (vIa the Planmng Department sIte)
LIsa L FIerce
ASSistant Planrung Director
cc Mary Jo Fox, SIgn Inspector
8 IP/an"lng DepoT/men/IC D B\Camp 81g" Prog\Gu/flo Bay\Gulflo Bay 1800 Hagfish Grrl/- Appl'o~edIGu/f1O Bay /800
DeYelopmeJ1/ Order doc
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5/11/2007
3 20 56 PM
Balance Sheet Report
Account Date 5/11/2007
Current ShIft
Station ID 6
Cash Summary
Begmmg Cash $000 Ending Cash In/Out $000
Cash In/Out $000 Actual Endmg Cash $000
Total $000 Over/Under $000
Check Summary
System Count 0 Actual Count 0
System Total $000 Actual T atal $000
Refund Summary
System Count 0 Actual Count 0
System Total $000 Actual Total $000
Credit Card Summary
System Count 0 Actual Count 0
System Total $000 Actual Total $000
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GENERAL NOTES / SPECIFICATIOI~S
I. GENERAL REQUIREMENTS
. A. ALL UJORI< COMPLIES TO TI-lE FLORIDA 6'JILDING CODE, F6C 2€>€>1, WITI-l WIND LOADS OF 13€> MPI-l.
1. BEFORE FINAL DRAWINC:IS AND SPECIFICATIONS ARE ISSUED FOR CONSTRUCTION TI-lE1" SI-lALL BE
SU6MITTED TO ALL GOveRNING AGENCIES TO INSURE TI-lEIR COMPLIANCE WITI-l ALL APFLICABLE
LOCAL AND NATIONAL CODES. IF DISCREPANCIES IN DRAWINGS AND/OFl? SPECIFICATIONS
APPEAR, TI-4E ARCI-lITECT SI-4ALL BE NOTIFIED OF SUCI-l DISCREPANCIES IN WRITING BY CONTRACTOR
OR 6UILDING OFFICIAL, AND ALLOWED TO AL TER DRAWINGS AND SFlECIFICATlONS TO COMPLY
WITI-l GOvERNING CODES BEFORE CONSTRUCTION BEGINS.
2. IF CODE DISCREPANCIES ARE DISCOvERED DlJRING TI-lE CONSTR\JCTION PROCESS, ARCI-lITECT SI-lALL
BE NOTIFIED AND ALLOWED AMPLE TIME TO REMEDY SAID DISCREPANCIES.
3. ALL WORl< PERFORMED SI-lALL CONFORM WITI-l ALL AFFLlCABLE LOCAL. STATE AND NATIONAL
BUILDING CODES OFl?DINANCE AND REGULATIONS AND ALL OTI-IER AUTI-lORITIES I-lAvlNG
JURISDICTION. .
S. ALL SUBCONTRACTORS, SUPPLIERS AND FA6RICATORS SI-IALL BE RESPONSIBLE FOR TI-IE INTENT OF TI-lE
DRAWINGS AND FOR TI-IE 6UPPL 1" AND DESIGN OF APPROPRIATE MATERIALS AND WORK. PERFORMANCE.
C. ALL MANuFACTURED ARTICLES, MATERIALS AND EQUIFMENT SI-IALL BE APFLlED, INSTALLED, ERECTED,
USED. CLEANED AND CONDITIONED IN STRICT ACCORDANCE WITI-I MANUFACTURER'S RECOMMENDATIONS
II. SITE LUORK
A. REMOvAL OF SOD AND O~ANIC BEARING MATERIALS.
S. SAFE SOIL BEARING PRESSURE ASSUMED AT 2€>~ PSF.
C. PERFORM EXCAVATION. ACCORDING TO GOOD COMMON CONSTR\JCTION PRACTICES. TO TI-lE LINES
AND ELEvATIONS INDICATED ON TI-IE DRAWING,
D. PROviDE CONSISTENT COMPACTING OF FILL AND BACK. FILL MATERIAL.
E. PROviDE SOIL POISONING TO CONTROL TERMITES AS REQUIFOtED BY GOvERNING CODES.
III. CONCRETE
A. UNLESS OTI-IERWISE NOTED, ALL SLABS ON GRADE SHALL BE 3€>0€> PSI MINIMUM. 4" THICK.
REINFORCED WITI-I 6X6-WIAXWI,.4WlLM, AND PLACED OvER 4" (MINIMUM) COMPACTED SAND OR
GRAvEL FILL. INSTALL DOUBLE LAYER u.eLDED WIRE MESI-l (WUA'1) AT FERIMETER OF MONOUTI-lIC
FOOTING TO .3'.e' IN FROM FOOTING EDGE. INTERIOR SLABS SI-IALL BE PLACED OvER 6 MIL
STABILIZED POLYETI-4YLENE VAPOR BARRIER.
S. CONCRETE BEAMS AND TIE BEAMS SI-4ALL. eE MINIMUM .3eft)€> PSI CONCRETE.
Iv. MASONRY
A. PROviDE 1-l0LLOW LOAD-BEARING CONCRETE MASONRY UNITS (CMU> COMPL YIN~ WITI-I ASTM C':l~,
GFl?ADE N. TYPE L
6. Fl?EINFORCEMENT SI-lALL COMFLY WITI-l TI-lE FOLLOWING AS MINIMUMS,
I. BARS: ASTM A61& GRADE 60. DEFORMED BARS. STlRR\JPS GRADE 4€>.
2. WIRE JOINTS REINFORCEMENT, ASTM AS2. GALVANIZED.
C. PROViDE MORTAR TYPE "S" IN ACCORDANCE WITI-l ASTM C210.
D. PROViDE GROlIT IN ACCORDANCE WITI-I ASTM C416. MINIMUM COMPRESSivE STRENGTI-l SI-lALL SE
3~€> jOsl UNLESS OTI-IERWISE NOTED, AFFROX. I PART CEMENT AND .3 PARTS SAND.
\/. METALS
I. NONE TI-lIS PI'iii:OJECT
2. MINIMUM
LOWABLE STFl?ESSES IN WOOD:
PO$T$. JOI$T&, !-lEADER&. BEAM$
12~1'Zl psi
Wpsi
SoE>So psi
Il'Zl€>l'Zlpel
1.41'Zl1'Zl.1'ZllZ'1'Zl pel F~E 01'
$'TRUCTS STUD$ (STD. BETTER)
.oil!; p6i
ll'Zl p6i
4n;!i'6i
E: S>1'Zl pel
a. SENDiW..pt>
~ I-IORIZCN!"'L €II-lEAR
c BEARING
d COMPRE&ION
e. MODULES:)!, ELASTICITY
4. 51-4EA TI-lI~:
a. ROOF: i::32" OR ISi:32" €lEE DRAWINGS. EXPO$URE I C-D Si-JEAT!-ll"'~. 4 PL'T'
b. WALLS:!;2" AF'A RATED 24/1E> SI-lEATI-lING
c. FLOOR:2/:32" PL'T'u.\?OD APA RATED SI-lEATI-lING, 4e/24. EXP I. TONGUE ~NF GROOvE
d.FA$TEN AlL ROOF. WALL AND FLOOR SI-lEATI-lING TO FRAMING WITI-l ed NAILS AT E>" 0.0. AT
PANEL Eq;ES. AND e" O.C. IN FIELD, UNLESS NOTED OTI-lERUJI&E ON D"'AWING&. USE CLIPS A$
REG:UIREQ
:, 1'iii:~1-l I-lAF<tilJARE:
a STEEL I~M&; COMPLY UJlTI-l ASTM A1 OR A&TM A:3E:o! USE GAL,tANIZED OR STil.INLES& STEeL AT
EXTERI~ LOCATION$.
b UNI.!e~TI-lERWISE DIRECTED. INSTALL JOI&T AND BEAM I-lANGER& CAPABLE OF
&UPPOfiTINCs TI-lE MAXIMUM ALLOWABLE LOAD OF JOIST OR BEAM BEING $UPFORTED.
c INSTAd:JPLlFT CONNeCTORS AS NOTED ON DRAWINGS, CONTRACTOR MAY SUSSTlTUTE EQUivALENT
CONNEq'OR& CAPABLE OF CARRYING EQUAL OR GREATER ALLOWABLE LOADS TO Ti-lOSE SFECIFIED.
d i-lURRIC.4IE CLIFS &I-lALL BE CODE APPRO'IED AS REG:UIRED ON TRUSS DRAWINGS.
C FROVIDE "MICbLAM" SY TRUSS JOIST CORP. OR "PARALLAM f'&L" BEAMS. AS MANlJFACTUREO BY MACMILLAN
SLOEDEL L TDOF '/ANCOIJvER. B.C. AND AVAILABLE TI-lRU LOCALD/STRIBUTOF.: OR TI-lE DIMENSION AND
QUANTITY AS !lIou-N ON TI-lE DRAWINGS OR APPROvED EQUAL.
E. CONTRACTOR _-lALL VERIFY TRU&& LAYOUT SHOUN HEREIN WITt-l TRU5& SLlOF DRAWINGS AND PROviDE FOR
CONTINUOUS UI\IFT CONNECTION& AS REatJlRED FROM TRUSS TO FOUNDATIoN. UJOOD TRUSS DRAlIJINGS~ PlO!lOR
TO FAB!iCICATI~, COMPLETE WITI-l 6OTI-I TEMPORARY AND PERMANENT BRACING RECOMMENDATIONS. AND AN.,..
SPECIAL C~~TION DETAILS. SIGNED AND SEALED BY A REGISTERED LICENSED ENGINEER.
'1'111. MISCELLANEOU$
A. DO NOT SCALE IRAWINCsS~ WI-lERE DISCREPANCIES BETU!EEN DIMENSIONS AND SCALE OCCUR DIMENSION$
aovE~.
S. INSTALL 2><b "r.:!AD UJOOD" SLOCKING e :1&" ABO'.lE FINISLlED FLOOR ON 3 WALLS ;Z.LL BATi-lROOMS.
IX. I-lAZil.RDOUS GLAZIl::> LOCATIONS
A, NONE TI-lIS FROJEtT
vi. WOOD AND PLASTICS
A, LUMBER SI-IALL. IN ADDITION TO COMPLYING WITI-l GOVERNING CODES, COMPL Y WIT~ :
I. "PRODUCT USE MANUAL" OF Tl-IE WESTERN WOOD PRODUCTS ASSOCIATION FOR SELECTION
AND USE OF PRODUCTS INCLUDED IN TI-lAT MANUAL.
2. "PLYWOOD SPECIFICATION AND GRADE GUIDE" OF TI-lE AMERICAN PL YWOOD ~SOCIATION.
3. "STANDARD SPECIFICATIONS FOFl? GFl?ADE OF CALIFORNIA Fl?EDWOOD LUMSER" OF TI-lE REDWOOD
INSPECTION BUREAU FOR REDWOOD. UJJ.lEN USED.
4. WESTERN RED CEDAR LUMBER ASSOCIATION STANDARDS AND RECOMMENDATIONS FOR CEDAR.
UJJ.lEN USED.
S. PROviDE LUMBER AND MATERIALS MEETING OR EXCEEDING TI-IE FOLLOWING STANDARDS OF QUALITY:
I. FRAMING MEMBERS:
A. JOISTS, !-lEADERS AND BEAMS: SOUTI-IERN PINE, NO.2 OR BETTER. SURFACED DRY. USED AT
I~".. MAXIMUM MOISTURE CONTENT.
S. EXTERIOR WAL.LSTUDS AND INTERIOR BEARING WALL STUDS: SPRUCE-PINE-FIR. NO.2 OR
BETTER SURFACED DRY, USED AT l':l% MOISTURE CONTENT, UNLESS OTI-lERWISE NOTED ON
DRAWINGS.
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SIGNAGE CALCULATIONS
COLUMN SQ. FT. 12.86 SQ. Fr.
COLUMN SQ. FT. 12.86 SQ. FT.
2- COLUMNS = 25.72 SQ. Ff
SIGNAGE REQUIRED 51.44 SQ. FT.
SIGNAGE PROVIDED 55.64 SQ. FT.
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ELEVATION
SCALE: 3/4" =1'-0"
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16" O.e. MAX.
------r
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'?
;r
GEr'-JERAL NOTES / SPECIFICATIOr'-JS
1. GENERAL REQUIREMENTS
A ALL WORK COMPLIES TO T~E FLORIDA BUILDING CODE FBC 2001 WIT~ WIND LOADS OF 130 MP~.
I. BEFORE FINAL DRAWINGS AND SPECIFICATIONS ARE ISSUED FOR CONSTRUCTION T~EY S~ALL BE
SUBMITTED TO ALL GOvERNING AGENCIES TO INSURE TI-IEIR COMPLIANCE wlm ALL APPLICABLE
LOCAL AND NATIONAL CODES. IF DISCREPANCIES IN DRAWINGS AND/OR SPECIFICATIONS
APPEAR, THE ARCHITECT SHALL BE NOTIFIED OF SUCH DISCREPANCIES IN WRITING B, CONTRACTOR
OR BUILDING OFFICIAL, AND ALLOWED TO ALTER DRAWINGS AND SPECIFICATIONS TO COMPLY
WITH GOvERNING CODES BEFORE CONSTRUCTION BEGINS.
2. IF CODE DISCREPANCIES ARE DISCOvERED DURING T~E CONSTRUCTION PROCESS. ARCHITECT Sf-IALL
BE NOTIFIED AND ALLOWED AMPLE TIME TO REMED' SAID DISCREPANCIES.
3. ALL WORK PERFORMED Sf-IALL CONFORM WITf-I ALL APPLICABLE LOCAL STATE AND NATIONAL
BUILDING CODES ORDINANCE AND REGULATIONS AND ALL OTf-IER AUmORITIES f-IAvlNG
JURISDICTION.
B.ALL SUBCONTRACTORS, SUPPLIERS AND FABRICATORS Sf-IALL BE RESPONSIBLE FOR T~E INTENT OF T~E
DRAWINGS, AND FOR Tf-IE SUPPL, AND DESIGN OF APPROPRIATE MATERIALS AND WORK PERFORMANCE
C. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT S~ALL BE APPLIED INSTALLED, ERECTED.
USED. CLEANED AND CONDITIONED IN STRICT ACCORDANCE WIT~ MANUFACTURERS RECOMMENDATIONS
11. SITE WORK
A. REMOvAL OF SOD AND ORGANIC BEARING MATERIALS.
B. SAFE SOIL BEARING PRESSURE ASSUMED AT 2000 PSF.
C. PERFORM EXCAVATION, ACCORDING TO GOOD COMMON CONSTRUCTION PRACTICES. TO THE LINES
AND ELEvATIONS INDICATED ON TI-lE DRAWING.
D PROviDE CONSISTENT COMPACTING OF FILL AND BACK FILL MATERIAL.
E. PROviDE SOIL POISONING TO CONTROL TERMITES AS REQUIRED B, GOvERNING CODES.
III CONCRETE
A UNLESS OmERWISE NOTED, ALL SLABS ON GRADE Sf-IALL BE 30"0 PSI MINIMUM, 4" Tf-IICK.
REINFORCED WITH 6X6-WI.4XWIAWWM, AND PLACED O'vER 4" (MINIMUM) COMPACTED SAND OR
GRAVEL FILL. INST ALL DOUBLE LAYER WELDED WIRE MES~ (WWMJ AT PERIMETER OF MONOLIT~IC
FOOTING TO 3'-0' IN FROM FOOTING EDGE. INTERIOR SLABS S~ALL BE PLACED OvER 6 MIL
STABILIZED POL ,ET~,LENE VAPOR BARRIER
B. CONCRETE BEAMS AND TIE BEAMS SHALL BE MINI~1UM 301Z0 PSI CONCRETE.
Iv. MASONR,
A PROviDE f-IOLLOW LOAD-BEARING CONCRETE MASONR, UNITS (CMU) COMPL ,ING WITf-I ASTM C':lO
GRADE N. TYPE I. '
B REINFORCEMENT Si-IALL COMPL, WITH THE FOLLOWING AS MINIMUMS.
I. BARS, ASTM Abl:; GRADE bO. DEFORMED BARS STIRRUPS GRAC,E 40.
2. WIRE JOINTS REINFORCEMENT: ASTM A82. GALVANIZED.
C. PRO,vIDE MORTAR T,PE "S" IN ACCORDANCE wlm ASTM C2l0.
D. PROViDE GROUT IN ACCORDANCE wlm ASTM C4l6. MINIMUM COMPRESSivE STRENGTH S~ALL BE
3000 psi UNLESS omERWISE NOTED, APPROX. I PART CEMENT AND 3 PARTS S4ND.
V. METALS
I. NONE T~IS PROJECT
2. MINIMUM "~L LOW4BLE STRESSES IN WOOD:
"'OSTS JOISTS. HEADERS. BEAMS
1200 pei
S0 pe i
!;6:, pei
1000F51
1400.""0 FSI FREE OF
STRUCTS STUDS (STD. BETTER)
4l:, pei
l0 pei
42~~6i
"'?0 FS'
d. BENDii-.iC, 1'0
b i-lORIZCNT';'L Si-lEAR
c BEARIN(,
cI COMPRES,;ION
e. MODULES :)F ELASTICITY
SIGNAGE CALCULATIONS
COLUMN SQ. FT. 12.86 SQ. FT.
COLUMN SQ. FT. 12.86 SQ. FT.
2- COLUMNS = 25.72 SQ. FT
SIGNAGE REQUIRED 51.44 SQ. FT.
SIGNAGE PROVIDED 55.64 SQ. FT.
FLOOR PLAN
4. SHEA THI~,G,
d, ROOF, 1?.32' OR IS,.32" SEE DR4WINGS. EXPOSURE I C-D SHELTHING 4 PL Y
b. WALLS, I" ;2" APA RATED 24/16 SHEATHING
c. FLOOR.2:,'.32" PLYWOOD APA RATED SHEATHING, 48.24. EXP I. TONGUE -"NF GROO'/E
cI.FASTEN ALL ROOF WALL AND FLOOR SHEATHING TO FRAMING WITH 8d NAILS AT 6" OC. AT
PANEL EDc,ES AND 8" OC. IN FIELD, UNLESS NOTED OTHERWISE ON DR-"WINGS USE CLIPS AS
REQUIREC) ,
5 ROUGH HARCWARE,
d STEEL ITLMS: COMPLY WITH ASTM Al OR ASTM 4.36: USE GAL/",NIZED OR STL.INLESS STEEL AT
EXTERICR LOCATIONS.
b UNLE5!, OTHERWISE DIRECTED INSTALL JOIST ANC:' BEAM HANGERS CAP4BLE OF
SUPPORtiNG Ti-lE MAxiMUM ALLOWABLE LOAD OF JOIST OR BEAM BEING SUPPORTED.
c INST4U. UPLIFT CONNECTORS AS NOTED ON DRAWINGS CONTR4CTOR MAY SUBSTITUTE EQUI/ALENT
CONNECORS CAPABLE OF CARRYING EQUAL OR GREATER ALLOWABLE LOADS TO THOSE SPECIFIED
cI HURRICA'IE CLIPS SHALL BE CODE APPRO/ED AS REQUIRED ON TRUSS DRAWINGS.
C PROviDE 'MICF<?LAM" BY TRUSS JOIST CORP. OR "PARALLAM PSL" BEAMS. AS MANUFACTURED BY MACMILLAN
BLOEDEL LTC:' OF/ANCOUvER. BD AND AvAILABLE T>'RU LOCAL DISTRIBUTOR OR THE DIMENSION AND
QUL.NTITY AS :;~.OWN ON THE DRAWINGS OR APPRO/ED EQUL.L.
SCALE: 3/4" = 1'-0"
E. CONTRACTOR e~ALL vERIFY TRUSS LAYOUT SI-IOI1N HEREIN WITH TRUSS SHOP DRL.WINGS AND PRO/IDE FOR
CONTINUOUS UP! 1FT CONNECTIONS AS REQUIRED FROM TRUSS TO FOUNDATION. WOOD TRUSS DRAWINGS: PR'OR
TO FABRICATIQI{ COMPLETE WiTH BOTI-I TEMPORARY AND PERMANENT BRACING RECOMMENDATIONS AND ANY
SPECIAL CONNECTION DETAILS SIGNED AND SEALED B~ A REGISTEREC: LICENSED ENGINEER.
/111. MISCELLANEOUS
A. DO NOT SCALE c: R",WINGS: WHERE DISCREPANCIES BETWEEN DIMENSIONS AND SCL.LE OCCUR DIMENSIONS
GOvERN.
B. INSTALL 2x6 "[;<;;"AD WOOD" BLOCKING" 36" ABO/E FINISHED FLOOR ON 3 WL.LLS ALL BATHROOMS.
vi. WOOD AND PLASTICS
A LUMBER Sf-IALL. IN ADDITION TO COMPL liNG WITI-I GOVERNING CODES, COMPL'( UJITH :
I. "PRODUCT USE MANUAL" OF TI-lE WESTERN WOOD PRODUCTS ASSOCIATION FOR SELECTION
AND USE OF PRODUCTS INCLUDED IN THAT MANUAL
2. "PLYWOOD SPECIFICATION AND GRADE GUIDE" OF Tf-IE AMERICAN PL ,WOOD ASSOCIATION.
3. "STANDARD SPECIFICATIONS FOR GRADE OF CALIFORNIA REDWOOD LUMBER" OF mE REDWOOD
INSPECTION BUREAU FOR REDWOOD, W~EN USED
4. WESTERN RED CEDAR LUMBER ASSOCIATION STANDARDS AND RECOMMENDATIONS FOR CEDAR
WHEN USED.
B. PROviDE LUMBER AND MATERIALS MEETING OR EXCEEDING Tf-IE FOLLOWING STANDARDS OF QUALln-,
I. FRAMING MEMBERS,
A JOISTS, ~EADERS AND BEAMS: SOUTf-IERN PINE, NO. 2 OR BETTER SURFACED DR,. USED AT
I~~o MAXIMUM MOISTURE CONTENT.
B. ExTERIOR WALLSTUDS AND INTERIOR BEARING WALL STUDS, SPRUCE-PINE-FIR. NO. 2 OR
BETTER SURFACED DR" USED AT 1':l% MOISTURE CONTENT, UNLESS OTHERUJISE NOTED ON
DRAWINGS.
IX. HAZARDOUS GLAZNJ LOCATIONS
A. NONE THIS PROJECT
rNsrDE
OUT 0
GROUFINc.
'SIMPSON'
H2 CLIP
'SIMPSON'
POST c.\P
PC.ld
812 LOUDEN A VENUE
DUNEDIN, FLORIDA
3410'98
tl2l) l34-31Ol3
/
1'.1'. 2 x 4 FRAMING
.\ l' 24" o.e MAX. \\'/
1/2 C.LlX.
PLYWOOD
ROBERT M. WEIMER
ARCHITECT 112'955
PRE-FABRICATED
~- STONJo:
PT. 4 x 4 POST
'SIMPSON'
POST ANCHOR
l' /\ 4x4
4'-0" x 4'-0" xI2"J) CONe. FOOTING
Wi/ #S BAR @ 6" O.e. BUfI-1 WAYS TYP.
o
o 0
~
.-
4'.0"
1
4'-0" x 4'-0" x12"D CONe. FOOTING
W/ #5 BAR@6"0.C BOTH WAYS TYP.
1'.'1'. 4 x 4 POST
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REviSIONS
DRAWN BY
DATE
MAY 12,2003
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i
GENERAL NOTES / SPECIFICATIONS
2. MINIMUM AL_OWAe1.E S~&&ES IN WOOD.
P06TS. JOI&TS, I-lEAOEFU;, BEAMS
12H p.'
Vptl
M&ptl
~1"81
1,4CIf)~,..1 ~. QlI
&TNJCTS. STUDS (&TP 4 BETTER)
41& ptl
1~ ptl
42~'I
6N ,..1
a. BENDING f~
b ~IZONT.'L 6I-lEAIlit
c !58A~Nci
d cc:lMl'"Illt!6CI.:lN
e. MOOUl-I!&'" 1!l-A&TICIT'r'
4. &I-lEATf.lING.
a, ROOF, 1& '.32", 0Ilit 1"2" HI! DIlitAIIJfNG6. EXPO&U,. 1 C-D 6I-IEATI-IING, <4 FLY
b. WAL.L&. 1&"2" A,.A JltATED 24M, &f.lI!ATI-IINci
c. F1.00Ilt:23'J2" FL'rIlJC:)OC) AF'A IlitATED 61-1EATI-IING, 48/24, EXP I, TGlNGUE .ilN= GPieOOVE
d.FASTEN ALl 1ltOOF, t.I.l.AI..l AND FLOOIlit 6I-lEATIoIING TO FIlitAMING WITIoIId NAll& AT ." O.c. AT
I"'ANEl EOGS&, AND ." o.c. IN FIELD, LNlE&& NOTED OT\oolE~I&E ON DIlitAWINCi&. U&E Cl..11"'6 AS
,.QJI,.O.
It IIilOlJGI.l f-IAR'.> IJA,..
a &TEE1. In'1&, COMPLY WlTI-I A&TM Al 0Ilit A&TM A36* U&E GAl..VANIZED 0Ilit &TAINl..E6& &TEEl AT
E><Talltlor, I.OCATIONe.
b LNla&& ('"..IltLUIH DIIltECTEDLIN6TAl..l JOI6T.AND eEAM f-IANGI!Ilit& c.A"~U 01"
etJ...-oIlit: INci ,.... M.A><1I"U1 AI.. <::lI.II.4eL.E 1.0AD CIfI JOleT 0Ilit 151!A/'1 !581NG ~D.
c: IN&TAl-l IFLIFT CONNECTOIlit& AS NOTED ON DIlitAIIJING&. Cc:lNTlUCTOIlit MAY. &ue&TITUTE EQJIVAl..ENT
CO!+.lEC'IOM CAF'.AeL.E OF CAMl'1NG EGlJAI.. 0Ilit GIltEATEIlit Al..lOW.AeL.E 1.0~6 TO TloIOeIE 8fDEClf'tED.
d I-lJIlitIlitICAl- i! Cl..11"'6 &l-IAl-l BE CODE AI"'I"'ROYED A& !lEQJIIlitEO ON TJllJ6& OIlitAWlNCit&.
C !"ROVIPE "MICfliIx'.4M" ISY TJllJ6& JOt6T COIIP. 0Ilit "I"'AIlitAI..lAMI"6L." BEA/'1&, AS MAN.FAC~O ISY MACMillAN
1!SL.000Ell TO. ('f'l VANCOUVER, 1S.c. AND AVAIl-ASlE TI-RllOCAl.. PI&TIlittI!SUTOR, 0Ilit TloIE DIMEN&ION AND
QUANTITY A6 6H"'LN ON TIoIE OIltAWfNG6 0Ilit ~P EQUAl...
E. CONTlUCTOIlit &iIAl..l VEIlitIF'r TRJ6& lAYOUT 6I-IOU.N 1-lE,.,N WITI-I lRJ&& &HOP DIlitAWINCi& AND ''''llikMDE FOIlit
CONTNJ0U6 u.-LPT COIINI!CTION& .At IltIEQJINlD IIIltOM TIltLI&& TO I"OI.NDATION. WOOD TIltLI&& DIltAWJNci&* ,.,rt10llit
TO fI~CATIOtI, cot'PL.lTE WITIoII!SOTJ.I Tal 1I"'OIlitA~ AND .-EN'1ANINT I!SIlt.4CINci IltEc::oI'1I'1INDATlClN6, .AND ANY
....CIAL. cc:toMCTION DITAU, 61GN1!P AND HALaD ISY A 1ltEG16T1IltEP llceN&l!O INGINIIIlt.
vIII. Mt6Cl!1.lANe0J6
A DO NOT &cAl..I D~6* WHEIIa! DI&cIlitEI"'ANCIE6 eETU.EEN DIMENeIONe AND 6CAl-1 OCCUR, DIMIN6I0N6
GOYl!1'N.
IS. INSTAL1. 2)(6 "OEAO WOOD" I!SI-OCKING . 36" AI!SOVE FINI&HEO fllOOllit ON 3 WAl-l&, AL.lI!S.4TIoIIltOOM&.
IX. I-IAZA~OU& GlAZlNi1.OCATION&
A. NON!! TIoII& ~JI!C T
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('oj
I
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COLUMNS PAINT
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...
3'-2 3/4"
ELEVATION
SCALE: 3/4"
=1'-0"
2 x 8 RAFTERS AT 16" O.C,
MAX. WI P.T. 1 x2 STRIPPING AT
16" O.C. MA .
::t.
I"l
2 x 12 BEAM
,
o
I
FLOOR
SIGNAGE
COLUMN SQ.
PLAN
CALCULA TIONS
FT. 12.86 SQ. FT.
COLUMN SQ. FT. 12.86 SQ. FT.
2- COLUMNS = 25.72 SQ. FT
SIGNAGE REQUIRED 51.44 SQ. FT.
SIGNAGE PROVIDED 53.8 SQ. FT.
SCALE: 3/4"
=1'-0"
//1 L,orl rI /1 :I~-~-rr
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P. T. 2 x 4
FRAMING
AT 24" O.C. M
WI 1/2 C.D.X.
PLYWOOD
PRE-FABRICATED
STONE
P.T. 4 x 4 POST
'SIMPSON'
I POST ANCHOR
PA 4x4
L
l---
4'-0" x 4'-0" x12"D CONC. FOOTING
_----Wl #5 Bt,R @ Goo 0 C, BOTH Wt'rS l'
'-'7.Eh,-'"' ::-,
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1. GENERAl. fIilEQUI~T&
A .ALL UJOfIilI< CGlI'1PLIE6 TO TI-E FI.~IDA eoll.DING CODE, Fee 2(D~1, WITI-I WIND LOAD6 ot= IS(D MF'f.l.
1. eEf'OIlllE FINAL. D~INGS AND Sl"'ECIFICATIONS AN! I&eUED F~ CON6TfllUCTION TI-EY ~.AL1. eE
6UeMITTED TO .ALl- GOYEfl'IIlNG AGI!NCIES TO IN&U~ TI-Elflt COMfDL.IANCI! WITI-I A1.L AIDfDI.ICAe1.E
LOC.AL AND NATIONAL. COOE&. IP Dlec~IDANCI!& IN &:>flUWtNGS AND/Oflt 6P"I!CIFICATIONS
Afl'lllEAR, TI-IE ANCI-IITI!CT &I-lALL eI! NOTIFII!D CIfJ &UCI-I &:>16CIlEIDANCII!& IN lUlitlTING e"( CONTIltACT~
0Ilt elJll-&:>1NG OfIPlICIAL., AN&:> AL.l-OUED TO AL raR DIltAW/NG& AND &I"'I!CIFICATION& TO COMI"'I.. "(
WITI-I GOVEJIllNING COD!& eEFOfIlI! CON&TfllUCTION el!G1N6.
2. IF CODE DI6CfltEIDANCIE& AlII! DI6COYEIlSD DURING Tf.lE CON6TI5llJCTlON f'ROCE&&, ANCI-IITECT &I-l.ALL
eE NOTIFI!&:> AND AL.l-OtI.ED Af'1IDLE TIM! TO fltI!MI!D"( &AID &:>ISCfltEIDANCIE&.
3. AL.1. UJOIIlI(. JDl!fIllFOR1I!&:> &I-IALL ca.For.1 WITI-I ALL APPL.ICAeLE LOCAL, STATE AND NATIONAL
eulLDING CODES, ~INANCI! AND REGU1.ATION6 AND .ALL OTI-ER AUTloIOfltITIE& I4AVING
JURI6D ICTION.
e. .ALL.' &uecoNTfIlACT~, 6UPF1..IE~ AND FAeRlCATOflt6 61-1041.1. ee 1E6tD0N6Ie1.E FOfit Tf.lE INTENT ot= Tl-lE
DfitAWING6, AND FOR Tl-lE &ufDlDl..y AND DE61CiIN CIfJ A~IATE MATEfitlAL6 AND ~ FE~ANCE.
C. AL.l- MANLFACTUfltED ARTICLES, MATERlAl-S AND EGlJIFMENT SJ.IAl-L eE API"'I..IED, INSTAL.LED, ElECTED,
USED, CU=ANED AND CONDITIONED IN STRICT ACCoRDANCE WITf.l MANlFAC~'S IECOI"MENDATIONS
II. &ITE WO~
A REMOv.AL a: &oD AND OIlillGANIC eEARING MATERI.AL&.
!!S. &AFe &oIL eEARING fIIflt&&&u.. A&eUMED AT 2t'JtD{f) pep.
C. JDl!fIllFOlI8'1 EXCAVATION. ACCOfltOING TO GOOD COI"MON CON6~TION I""fltACTICE6, TO TI-IE I.INE6,
AND !LEvATIONS INDICATED ON TI-E DfitAWlNG.
D. ~II:)I! CON&I&TENT COMfDACTING a: FIl-l- AND !!SACK FI1.1. MATEfitl.AL.
E. ~Ie>e &OIL F'OI6ONING TO CONT~ TEII8'11TE6 AS fltEGlJlllED e"( GOYEIlllNING COOES.
III. CONCfltETE
A LNLE&6 OTl-lERUI&E NOTED, .ALL 6L.Ae& ON CifltADE &f.lALL eE 3t'JtD{f) PSI MINIMlN, oJ" TI-IICK,
IEIIIFOFlCED uJlTIoI 6X6-UJ1.4XWI.4lW.t1, AND I"'I..ACED OVER oJ" (MINIMlN) COMPACTED 6AND OR
GfltAoYEL FILl.. INST.ALI. DOLJeL.E LAYER u.el-DED WII'1'! Mti!&I-l (1WJ'1) AT FEfitlMETEIlit ot= MONOL.ITf.lIC
FOOTING TO 3'-(D' IN FIlitOH FOOTING EDGE. INTEfitlOfitSLAeS ~.ALL eE I"'I..ACED 0VE1lit 6 MIl.
&TAeILIZE&:> IDOl. "(ETf.l"(LENE VAPOR eAfltfitIEflil .
e. CONCJIIIETE !!SeAM& AND TIE eEAM& &I-l.ALL eI! MINIM.lM 3tDtDf/) P&I CONCIlU:TE.
IV. MA&ONRY' .
A ~VIDE I-IOI.LOW LOAD-eEAIlitING CONCRETE MA6ONFi.,,( UNIT& (CMU) COMPL YING lVITf.l A6TM CW,
GfltAC>! N, TYIDE I.
!!S. IlEI~OIlItCIMENT &I-lAL.L COMPLY WITI-I Tf.lE FOI.l-OWING A& MINIMUM6.
I. !!SAN. ASTM A61&, GJltADE 6iD, D~D 804M. &TII'RJP& GJltADE 4tD.
2. WIllE JOINT6 IlEIJI.FOfleCEMENT. ASTM .6.82, GALVANIZED.
c. PIltOVIDE MORTAR TYIDE "&" IN ~ANCE WITI-I A&TM C21lt>.
D. ~IDE GI'ltOUT IN ACcoRDANCE WITI-I A&TM 0416. MINIM\J'1 CGlr'1PfE&&IVE 6~NGTf.l &I-lAL.l- !!SE
3t'JtD{f) ptILNLE&6 OTl-lERUI&E NOTED, A~x. I IDART CI!MENT AND 3 p.AflitT& 6AND.
v. MET.ALS
I. NONE Tf.l16 PROJECT
V!. WOOC> AND I"'I..A&TIC&
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REVISIONS
JANUARY 17, 2004
DRAUN 6Y
DATS
MAY 12, 2009