GENERAL NOTES1. COMPLY WITH 2010 FBC, RESIDENTIAL EDITION R.301.2.1.2 FOR RESIDENTIAL WORK OR

2010 FBC 1609.1.2 FOR COMMERCIAL WORK REGARDING OPENING PROTECTION. OPTIONTO PROVIDE FLORIDA PRODUCT APPROVED IMPACT RESISTANT GLAZING PRODUCT, ORWIND LOAD APPROVED WINDOWS PROTECTED WITH FLORIDA PRODUCT APPROVEDOPENING PROTECTION SYSTEM. IF LATER OPTION IS USED, PROVIDE (2) COPIES OFMARKED INSTALLATION INSTRUCTIONS FOR ANCHOR SIZE, SPACING, MOUNTING TYPE,ETC.

2. TO THE BEST OF OUR KNOWLEDGE, THESE DRAWINGS COMPLY WITH THE APPLICABLEREQUIREMENTS OF THE FLORIDA BUILDING CODE, 2010 EDITION

3. CONTRACTOR TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE, ANDALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL CODES, STANDARDS,REGULATIONS AND LAWS.

4. ALL REFERENCED STANDARDS REFER TO THE EDITION IN FORCE AT THE TIME THESEARE ISSUED.

5. CONTRACTOR TO REVIEW ALL CONTRACT DOCUMENTS, DIMENSIONS AND SITECONDITIONS AND COORDINATE WITH FIELD DIMENSIONS AND PROJECT SHOPDRAWINGS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES IN WRITING TOARCHITECT. DO NOT CHANGE SIZE OR DIMENSIONS OF STRUCTURAL MEMBERSWITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT OF RECORD.

6. ANY DISCREPANCIES, OMISSIONS OR VARIATIONS NOTED IN THE CONSTRUCTIONDOCUMENTS OR DISCOVERED DURING CONSTRUCTION SHALL BE IMMEDIATELYCOMMUNICATED IN WRITING TO THE ARCHITECT FOR HIS REVIEW. CONTRACTOR SHALLBE RESPONSIBLE FOR ALL ASSUMPTIONS OF CONSTRUCTION DOCUMENTS NOTVERIFIED IN WRITING BY THE ARCHITECT OF RECORD.

7. PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL DAMAGE.EACH CONTRACTOR SHALL PROTECT HIS WORK, ADJACENT PROPERTY AND THEPUBLIC. EACH CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGE OR INJURY DUE TOHIS ACT OR NEGLECT.

8. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SAFETY AND CONSTRUCTIONPROCEDURES.

9. DO NOT SCALE DRAWINGS; USE DIMENSIONS.10. DETAILS LABELED "TYPICAL DETAILS" ON THE DRAWINGS APPLY TO ALL SITUATIONS

THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILSAPPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. QUESTIONSREGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE RESOLVED BY THEARCHITECT.

BUILDING DATAAPPLICABLE CODES:

2010 FLORIDA BUILDING CODE

CONSTRUCTION TYPE:TYPE VB: UNPROTECTED, UNSPRINKLERED

OCCUPANCY CLASSIFICATION:ASSEMBLY (A-5)

ZONED:VR-3

PHYSICAL PROPERTIES:

TOTAL SQUARE FOOTAGE:

BUILDING HEIGHT: 15'-0"NO. OF STORIES: 1

400 SF

15' - 0" 20' - 0"

20' -

0"

30' -

0"

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5' CONCRETESIDEWALK

J.

SALLISSCOTT

ST

ATEof FLORIDA

AR0016385

REG I ST ERE D ARCH I TECT

DRAWN BY: CHECKED BY:

ISSUE DATE:

SHEET TITLE:

SHEET NO:

PROJECT NO:

REVISIONS:

213 S. Baylen StPensacola, FL 32502

v: 850-470-6399f: 850-470-6397

www.dalsal.com

AR 0016385

THIS DOCUMENT SHOWS ORIGINAL ANDUN-PUBLISHED WORK OF THE ARCHITECT

AND MAY NOT BE DUPLICATED IN ANY PARTWITHOUT WRITTEN CONSENT OF THE FIRM'S

PRINCIPALS

CERTIFICATION

4-H

Clu

b To

ilet B

uild

ing

5701

Hw

y 99

Mol

ino,

FL

JSK JSS

02/18/15

TITLE SHEET

G00115003

4-H Club Toilet Building5701 Hwy 99Molino, FL

INDEX OF DRAWINGSSheet

Number Sheet TitleGeneral

G001 TITLE SHEETStructural

S001 STRUCTURAL NOTES AND DIAGRAMSS101 FOUNDATION & ROOF FRAMING PLAN

ArchitecturalA101 NEW WORK PLANS AND ELEVATIONSA301 BUILDING & WALL SECTIONS, SCHEDULES

MPEE101 ELECTRICAL PLAN, SCHEDULES & DETAILS

MP101 MECHANICAL SCHEDULE, NOTES, PLANS AND RISERS

VICINITY MAP SITE MAP

1/8" = 1'-0"2 ARCHITECTURAL SITE PLAN1 EXTERIOR PERSPECTIVE NORTH

No. Desc. Date

1. TO THE BEST OF OUR KNOWLEDGE, THE STRUCTURAL PLANS AND SPECIFICATIONSCOMPLY WITH THE APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2010EDITION.

2. THE STRUCTURAL DOCUMENTS ARE TO BE USED IN CONJUNCTION WITH THEARCHITECTURAL DOCUMENTS. USE THESE NOTES IN CONJUNCTION WITH THESPECIFICATIONS. IF A CONFLICT EXISTS, THE MORE STRINGENT GOVERNS.

3. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OFOPENINGS IN STRUCTURE NOT SHOWN ON STRUCTURAL DRAWINGS.

4. REVISIONS ARE IDENTIFIED BY A REVISION NUMBER WITHIN A TRIANGLE. ALL REVISIONSISSUED ON A SINGLE DATE WILL BE IDENTIFIED BY THE SAME REVISION NUMBER ISSUEDCONSEQUENTLY.

DESIGN LOADS AND CRITERIA:A. FLOOR LIVE LOAD 100 PSF

FLOOR DEAD LOAD 10 PSFPARTITION LOAD 15 PSFROOF LIVE LOAD 20 PSFROOF DEAD LOAD 10 PSF

B. WIND CRITERIA FBC 2010 ASCE 7-10RISK CATEGORY: IBASIC WIND SPEED 148 MPHEXPOSURE CATEGORY BSTRUCTURE TYPE ENCLOSED

1. THE FOLLOWING REQUIREMENTS IN NO WAY REDUCE OR LIMIT ANY ADDITIONALREQUIREMENTS OF SPECIFICATIONS.

2. REVIEW OF SUBMITTALS BY THE STRUCTURAL ENGINEER IS FOR GENERALCONFORMANCE WITH THE DESIGN CONCEPT AS PRESENTED BY THE CONTRACTDOCUMENTS. NO DETAILED CHECK OF QUANTITIES OR DIMENSIONS WILL BE MADE.ONLY THOSE SHOP DRAWINGS REQUIRED BY THE CONTRACT DOCUMENTS TO BESUBMITTED WILL BE REVIEWED. ALL OTHERS WILL BE RETURNED WITHOUTCOMMENT.

3. IN ACCORDANCE WITH THE SPECIFICATIONS, SUBMIT A COPY OF THE SHOPDRAWING SUBMITTAL REGISTER TO THE STRUCTURAL ENGINEER, SHOWING DATESOF SUBMITTAL FOR EACH SPECIFIC STRUCTURAL SECTION OF THE WORK,CONSISTENT WITH THE FOLLOWING CRITERIA:.........

4. ALL CHANGES AND ADDITIONS MADE ON RESUBMITTALS MUST BE CLEARLYFLAGGED AND NOTED. THE PURPOSE OF THE RESUBMITTALS MUST BE CLEARLYNOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT / ENGINEER REVIEW WILL BELIMITED TO THE ITEMS CAUSING THE RESUBMITTAL.

5. DO NOT REPRODUCE THE CONTRACT DOCUMENTS FOR USE AS SHOP DRAWINGS.6. SHOP DRAWINGS NOT MEETING THE ABOVE CRITERIA OR SUBMITTED AFTER

FABRICATION WILL NOT BE REVIEWED AND WILL BE RETURNED WITHOUTCOMMENT.

7. RESPONSIBILITIES OF DETAILERS AND FABRICATORS: .................................

8. FOR ADDITIONAL CRITERIA APPLICABLE TO SHOP DRAWINGS REQUIRINGENGINEERING INPUT BY A SPECIALTY ENGINEER, SEE BELOW.

GENERAL NOTES SHOP DRAWING SUBMITTALS

A. ALLOW ADEQUATE TIME FOR TRANSIT AND PROCESSING BEFORE FABRICATION.THE STRUCTURAL ENGINEER WILL REVIEW AN AVERAGE SUBMITTAL WITHIN 10WORKING DAYS OF RECEIPT BY THEM.

B. SCHEDULE AND SUBMIT SHOP DRAWINGS FOR SPECIFIC COMPONENTS, SUCH ASCOLUMNS, FOOTINGS, ETC., IN THEIR ENTIRETY. SHOP DRAWINGS FOR SIMILARFLOORS SHALL BE SUBMITTED IN THE SAME PACKAGE.

C. SUBMIT SHOP DRAWINGS IN A TIMELY MANNER, CONSISTENT WITH THE ABOVEREQUIREMENTS.

A. GENERAL- SUBMIT SHOP DRAWINGS AND ANY OTHER SPECIAL INFORMATIONNECESSARY FOR PROPER FABRICATION, ERECTION, AND PLACEMENT OFSTRUCTURAL FABRICATIONS. INCLUDE PLANS, ELEVATIONS, AND SECTIONS.CLEARLY SHOW ANCHORAGES, CONNECTIONS, AND ACCESSORY ITEMS. THEDETAILER MUST INTERPRET THE CONTRACT DOCUMENTS AND CLEARLY CONVEYTHIS INTERPRETATION TO THE FIELD IN THE FORM OF PLACING OR ERECTIONDRAWINGS.

B. CONCRETE REINFORCING DETAILER- PROVIDE PLACING DRAWINGS FORFABRICATION AND PLACING OF REINFORCING STEEL. THESE DRAWINGS SHALLINCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: BAR LISTS, SCHEDULES,BENDING DETAILS, PLACING DETAILS, PLACING PLANS, AND PLACINGELEVATIONS.

• CLEARLY SHOW ELEVATIONS OF ALL BEARING AND SHEAR WALLS. INDICATECONTROL JOINTS, EXPANSION JOINTS, LINTELS, CONCRETE BOND BEAMS,AND OPENINGS, DETAILS OF ALL REINFORCING WITH LOCATIONS OFSPLICES AND HOOKS, PILASTERS.

• CLEARLY SHOW BEAM ELEVATIONS AND SECTIONS. INDICATE BAR LENGTHS,HOOKS, STIRRUP SPACING, LAP SPLICES, OFFSETS, AND LOCATION OF BARSWITH RESPECT TO ALL SUPPORTS.

• CLEARLY SHOW COLUMN ELEVATIONS AND SECTIONS. INDICATE DOWELS,OFFSETS, LAP SPLICES, AND TIES. PLAN SECTIONS OF ALL COLUMNS MUSTCLEARLY BE SHOWN.

• CLEARLY SHOW ELEVATION, SECTIONS, AND DETAILS OF ALL BEAM TOCOLUMN CONNECTIONS.

• CLEARLY SHOW FOUNDATION REINFORCING. INDICATE BAR LENGTHS,LOCATION AND SPLICES OF CONTINUOUS BARS, AND BAR SUPPORTS.

• CLEARLY SHOW LOCATIONS OF ALL DOWELS ON PLAN. INDICATE FOOTINGSTEP LOCATIONS AND PROVIDE DETAILS.

SHOP DRAWINGS REQUIRINGENGINEERING INPUT BYSPECIALTY ENGINEER

1. DEFINITION -........ .....

2. THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE FABRICATIONAND ERECTION DRAWINGS WITH INPUT BY A SPECIALTY ENGINEER:

3. PRE-ENGINEERED WOOD ROOF TRUSSES.4. THE SPECIALTY ENGINEER OR MANUFACTURER SHALL DESIGN, PROVIDE, AND INSTALL

THEIR COMPONENTS AND THE COMPONENT CONNECTIONS TO THE PRIMARYSTRUCTURE PER THE WIND CRITERIA STATED IN NOTES 14 & 15 OR THE CURRENTGOVERNING BUILDING CODES, WHICHEVER IS MORE STRINGENT.

5. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLECODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARYFOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGSSHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BEACCEPTED.

6. SHOP DRAWINGS AND CALCULATIONS MUST BE PREPARED UNDER THE DIRECTSUPERVISION AND CONTROL OF THE SPECIALTY ENGINEER.

7. SHOP DRAWINGS AND CALCULATIONS REQUIRE THE EMBOSSED SEAL, DATE ANDSIGNATURE OF THE SPECIALTY ENGINEER. COMPUTER PRINTOUTS ARE ANACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY AREACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPEREVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BEAR THE EMBOSSED SEALAND SIGNATURE OF THE SPECIALTY ENGINEER AS AN INDICATION THAT HE HASACCEPTED RESPONSIBILITY FOR THE RESULTS. SEPIAS DO NOT REQUIRE SIGNATUREAND SEAL. THE ARCHITECT WILL RETAIN ONE SIGNED AND SEALED BLUELINE PRINTFOR RECORD.

8. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL OFA SPECIALTY ENGINEER...........

9. REVIEW BY THE ARCHITECT OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING:10. A LIST SHALL BE PREPARED AND MAINTAINED BY THE CONTRACTOR FOR ALL SHOP

DRAWINGS REQUIRING PARTICIPATION OF A SPECIALTY ENGINEER. THE LIST SHALLCONTAIN PROJECT NAME, NAME OF CONTRACTOR, NAME OF SUBCONTRACTOR, NAMEOF SPECIALTY ENGINEER, DRAWING NUMBER, DRAWING TITLE AND THE LATESTREVISION NUMBER AND DATE. FOR PARTIAL SUBMITTALS, THE LIST SHALL CONTAIN ALLANTICIPATED DRAWING NUMBERS AND TITLES REQUIRED TO COMPLETE THECONTRACT. THE CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE LATESTUPDATED LIST OF DRAWINGS WITH EACH SUBMITTAL.

11. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED AND WILL BERETURNED TO CONTRACTOR MARKED REVISE AND RESUBMIT. THE CONTRACTORSHALL BE RESPONSIBLE FOR ANY DELAYS WHICH MAY RESULT.

A. A FLORIDA REGISTERED PROFESSIONAL ENGINEER WHO SPECIALIZES IN ANDWHO UNDERTAKES THE DESIGN OF STRUCTURAL COMPONENTS OR STRUCTURALSYSTEMS INCLUDED IN A SPECIFIC SUBMITTAL PREPARED FOR THIS PROJECT.

B. SHALL BE:

1. AN EMPLOYEE OR OFFICER OF A FABRICATOR.2. AN EMPLOYEE OR OFFICER OF AN ENTITY SUPPLYING COMPONENTS TO A

FABRICATOR.3. AN INDEPENDENT CONSULTANT RETAINED BY THE FABRICATOR OR HIS

SUPPLIER.

A. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED.B. THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE

SPECIALTY ENGINEER.C. THAT THE SPECIALTY ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS

USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED CHECK OFCALCULATIONS WILL BE MADE.)

D. THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS ISCONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAILED CHECK OFDIMENSIONS OR QUANTITIES WILL BE MADE.)

1. OSB STORM BOARD IS CONSIDERED AN ACCEPTABLE SUBSTITUTE FOR PLYWOODWALL SHEATHING ONLY. ALL ROOF DECKING TO BE 5/8" PLYWOOD SHEATHING.

2. ZIP SYSTEM SHEATHING AND TAPE MAY BE USED IN LIEU OF OSB AND HOUSE WRAP.ALL EXPOSED SEAMS SHALL BE SEALED WITH ZIP SYSTEM TAPE TO CREATE APERMEABLE, WATER-RESISTIVE BARRIER.

3. ALL WOOD IN CONTACT WITH CONCRETE, CONCRETE BLOCK, OR EXPOSED TOEXTERIOR ELEMENTS AND LEFT UNFINISHED SHALL BE PRESSURE TREATED.

4. DO NOT PAINT PRESSURE TREATED WOOD WHEN MOISTURE CONTENT IS ABOVE 19%.5. ALL STRUCTURAL GRADE LUMBER SHALL BE SOUTHERN YELLOW PINE, No. 2 GRADE

OR BETTER.

WOOD FRAMING AND SHEATHING

1. WOOD STUD TRUSSES AND REQUIRED BRACING SHALL BE DESIGNED BY A PROFESSIONALENGINEER REGISTERED IN THE STATE OF FLORIDA AND EXPERIENCED IN THE DESIGN OFPRE-ENGINEERED WOOD STRUCTURES. THE ENGINEER SHALL SEAL, SIGN, AND DATE THESHOP DRAWINGS AND CALCULATIONS.

2. DESIGN SHALL BE IN ACCORDANCE WITH ANSI/TPI 1-2002 "National Design Standard for MetalPlate Connected Wood Truss Construction"

3. TOP AND BOTTOM CHORDS SHALL BE PROVIDED WITH THE SHAPES AND CONFIGURATIONSINDICATED ON THE DRAWINGS. ARRANGEMENT OF WEB MEMBERS TO BE AT THEDISCRETION OF THE SPECIALTY DESIGN ENGINEER. AT TRUSS JOINTS, CENTERLINES OFMEMBERS SHALL INTERSECT AT A COMMON POINT OR ECCENTRICITIES SHALL BECONSIDERED IN THE DESIGN.

4. THE WOOD JOIST & TRUSS FABRICATORS SHALL SUBMIT CERTIFIED LETTERS TO THEARCHITECT STATING THAT HE HAS RECEIVED SPRINKLER DRAWINGS. THE WOOD JOIST &TRUSS FABRICATORS SHALL DESIGN THEIR PRODUCTS FOR LOADING IMPOSED BYSPRINKLER MAIN SUPPLY LINES AND BRANCHES. THE WOOD JOIST & TRUSS FABRICATORSSHALL BE SOLELY RESPONSIBLE FOR THE ADEQUACY OF THE JOIST & TRUSS DESIGNSRESPECTFULLY. IF SPRINKLER DRAWINGS ARE NOT AVAILABLE, THE JOIST & TRUSSFABRICATORS SHALL USE A DESIGN LOAD OF 3 PSF APPLIES AS UNIFORM ORCONCENTRATED LOADS WHICH CAN BE SUPPORTED BY THEIR SYSTEMS.

5. TRUSSES SHALL BE DESIGNED FOR THE DEAD WEIGHT OF THE TRUSSES AND BRACINGPLUS THE LOADS GIVEN IN NOTE 4 OF THE GENERAL NOTES.

6. TRUSS STORAGE, HANDLING, RESTRAINING AND BRACING SHALL BE PER BUILDINGCOMPONENT SAFETY INFORMATION GUIDELINES AS PRODUCED BY THE TRUSS PLATEINSTITUTE.

PRE-ENGINEERED WOOD TRUSSES

1. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE SOIL BEARING CAPACITYOF 1,500 PSF FOR FOOTINGS.

2. SOIL COMPACTION SHALL BE FIELD CONTROLLED BY A SOILS ENGINEER OR TESTINGLABORATORY.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATERFROM EXCAVATIONS AND DEWATERING OPERATIONS IN SUCH A WAY AS NOT TO CAUSEINCONVENIENCE TO THE WORK AND DAMAGE TO THE STRUCTURAL ELEMENTS.

4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURESINCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY,STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH THE REQUIREMENTS OFTHE LOCAL BUILDING DEPARTMENT.

5. COMPACTED FILL UNDER SLABS, CONCRETE APRONS, PATIO PAVERS, AND OTHERNON-PERVIOUS SURFACES TO RECEIVE AN APPROVED TERMITE TREATMENT PER FBC2304.11.6

SHALLOW FOUNDATIONS

1. FOR SLABS ON GRADE, REINFORCE WITH 6x6x10 FIBER MESH REINFORCEMENT INRESIDENTIAL WORK & W1.4xW1.4 / 6x6 WWF REINFORCEMENT COMMERCIAL WORK.PLACE IN CENTER OF SLAB THICKNESS.

2. USE 15 MIL. POLYETHYLENE SHEETING BETWEEN SOIL AND CONCRETE SLAB, UNLESSNOTED OTHERWISE.

3. PLACE CRACK CONTROL JOINTS AT 12 FT. MAX. SO AS TO LIMIT CONCRETE PLACEMENTAREAS TO 144 SQ. FT. MAX. IN ALL FLOATING SLABS ON GRADE. DO NOT EXCEED A 2 TO1 WIDTH TO LENGTH RATIO. CONTRACTOR MAY ELECT TO SUBMIT A CONTROL JOINTLAYOUT FOR ARCHITECT'S REVIEW PRIOR TO CONCRETE PLACEMENT.

4. SLAB FINISHES: EXTERIOR WALKING SURFACES - MEDIUM BROOMDRIVING SURFACES - MEDIUM BROOMINTERIOR SURFACES - STEEL TROWEL

SLABS ON GRADE

1. USE STRUCTURAL CONCRETE AND CONCRETING PRACTICES CONFORMINGTO ACI-316 AND 301 AND PROPORTION CONCRETE IN ACCORDANCE WITHACI-318 CH. 4 AND MEETING A MIN. ULTIMATE COMPRESSIVE STRENGTH IN28 DAYS AS FOLLOWS:........

2. WHERE CONCENTRATION OF REINFORCING STEEL HINDERS PROPERCONSOLIDATION OF CONCRETE USE CONCRETE CONTAINING ASUPERPLASTICIZING (N.R.W.R.) ADMIXTURE, ASTM C494 TYPE F. SLUMPAFTER ADDITION OF SUPERPLASTICIZER SHALL BE 7"±1".

3. IF CONCRETE IS PUMPED, SLUMP MAY BE INCREASED TO 6" AT THETRUCK, PROVIDED THE SLUMP SPECIFIED IN NOTE 2 IS MAINTAINED ATTHE DISCHARGE END. USE A MINIMUM 4-INCH PUMP, UNLESS PRE-APPROVED BY ARCHITECT. TAKE CONCRETE SAMPLES FOR SLUMP ATTRUCK AND AT DISCHARGE END.

4. USE ASTM A-615 GR. 40 REINFORCING STEEL IN ALL RESIDENTIAL WORK &GR. 60 REINFORCING STEEL IN ALL COMMERCIAL WORK, CONFORM TOACI-301, ACI-315, ACI-318, AND CRSI "MANUAL OF STANDARD PRACTICE".ALL REINFORCING SHALL BE ACCURATELY PLACED, RIGIDLY SUPPORTEDAND FIRMLY TIED IN PLACE WITH BAR SUPPORTS AND SPACERS INACCORDANCE WITH THE ABOVE REQUIREMENTS. PROVIDE CLASS 'B' LAPSPLICE FOR CONTINUOUS BARS, UNLESS NOTED OTHERWISE. LAPBOTTOM STEEL OVER SUPPORTS AND TOP STEEL AT MIDSPAN UNLESSOTHERWISE SPECIFIED. HOOK DISCONTINUOUS ENDS OF ALL TOP BARSAND ALL BARS IN WALLS, UNLESS NOTED OTHERWISE. USE 1" COVEROVER REINFORCING EXCEPT AS FOLLOWS: ..........

5. USE PLAIN, COLD-DRAWN ELECTRICALLY-WELDED STEEL WIRE FABRICCONFORMING TO ASTM A-185. SUPPLY IN FLAT SHEETS ONLY. LAPSPLICES SHALL BE MEASURED BETWEEN OUTERMOST CROSS WIRES OFEACH FABRIC SHEET AND SHALL BE NOT LESS THAN TWICE THE SPACINGOF THE CROSS WIRES PLUS TWO (2) INCHES.

6. SLEEVE ALL PIPES THROUGH SLABS INDIVIDUALLY, UNLESS APPROVED BYARCHITECT. WHERE PIPES OR DUCTS PENETRATE SLABS, A MAX. OF TWOBARS EACH WAY MAY BE CUT, PROVIDED SPLICE BARS ARE PLACEDALONGSIDE OPENING WITH EQUIVALENT AREA TO THE CUT BARS, WITH 36-BAR-DIA. LAP. PLACE ALL OPENINGS LARGER THAN 6" NOT SHOWN ONSTRUCTURAL DRAWINGS AND ALL CONDUITS IN SLABS IN ACCORDANCEWITH ACI-318 CH. 6.3. PROVIDE 1 #5 X 6' EACH WAY PLACED DIAGONALLYAT MID-DEPTH AROUND ALL OPENINGS LARGE THAN 12", U.O.N.

REINFORCED CONCRETE

1. ALL MASONRY WORK IS TO CONFORM TO ACI 530 AND 530.1.2. USE CONCRETE MASONRY UNITS CONFORMING TO ASTM C90. PROVIDE f'm OF 1500 PSI

(UNIT STRENGTH 1900 PSI). PERFORM f'm AND C90 COMPLIANCE BY UNIT TESTMETHOD. USE ONLY MASONRY UNITS THAT ARE A MIN. OF 50% OF SOLID.

3. USE TYPE "S" MORTAR IN ACCORDANCE WITH ASTM C270. USE 3/8" FULL-BEDDEDJOINTS FOR ALL MASONRY UNITS. REMOVE MORTAR PROTRUDING INTO CELLCAVITIES THAT ARE TO BE REINFORCED AND GROUTED. ALLOW A MIN. OF 24 HOURSFOR MORTAR TO CURE BEFORE PLACING GROUT.

4. USE ALL GROUT CONFORMING TO ASTM C-476 WITH A MIN. COMPRESSIVE STRENGTHOF 3000 PSI IN 28 DAYS, TESTED IN ACCORDANCE WITH ASTM C1019. AGGREGATE TOCONFORM TO ASTM C404 FOR COARSE GROUT AND SLUMP OF 8" TO 11".

5. FOR REINFORCED MASONRY USE STANDARD (9 GAGE CROSS AND SIDE RODS) LADDERTYPE HORIZONTAL JOINT REINFORCING IN EVERY OTHER COURSE UNLESS NOTEDOTHERWISE. USE PREFABRICATED CORNERS AND TEES AT WALL INTERSECTIONS.OVERLAP DISCONTINUOUS ENDS A MIN. OF 12". HORIZONTAL REINFORCING SHALLCONFORM TO ASTM A-82.

6. USE ASTM A-615 GRADE 40 REINFORCING STEEL.7. USE PRESSURE-TREATED WOOD FOR ALL WOOD IN CONTACT WITH MASONRY.

CONCRETE MASONRY

FOOTING 3000 PSIGRADE BEAMS 3000 PSIPOURED WALLS 5000 PSI ***COLUMNS 5000 PSI ***BEAMS & ELEVATED SLABS 5000 PSI ***ALL OTHER CONCRETE 5000 PSI ****** UNLESS NOTED OTHERWISE

BOTTOM TOP SIDESFOOTING/PILECAP 3" 2" 3"BEAMS (U.O.N.) 1 1/2" 1 1/2" 1 1/2"COLUMNS - - 1 1/2"SLABS ON GROUND 2" 1" 2"SLABS (OTHER THAN ON GROUND) 1" 1" 1"POURED WALLS RETAINING FILL - - 2"POURED WALLS ABOVE GROUND - - 1 1/2"

Component and CladdingUltimate Wind Pressures

Roof

Wall

Area

Area 10 sf 100 sf 500 sf

Surface Pressure (psf)

Surface Pressure (psf)10 sf 50 sf 100 sf

Negative Zone 1Negative Zone 2Negative Zone 3

Positive All Zones

Overhang Zone 2Overhang Zone 3

Negative Zone 4Negative Zone 5

Positive Zone 4 & 5

SHEATHING NAILING REQUIREMENTS

ZONE NAIL SIZE SPACING LOCATION

18d 6" PERIMETER8d 6" FIELD

28d 4" PERIMETER8d 8" FIELD

3 8d 4" FIELD & PERIMETER

48d 6" PERIMETER8d 10" FIELD

58d 6" PERIMETER8d 8" FIELD

OVERHANG 8d 3" FIELD & PERIMETER

NOTE:ALL EDGES OF WALL SHEATHING ARE BLOCKED.ORIENT WALL SHEATHING HORIZONTALLY. ROOFSHEATHING SHALL BE FASTENED W/ RING SHANK NAILS.

THETA > 7°

3 2

3 2

2 1

3

3

2

32

32

21

3

3

2

3

2

2

2

2 22 21 1

2 2

3

335 5

54

54

2

TYPICAL EDGE STRIP WIDTH EQUALS 3'-0"

ROOF ZONES - GABLETHETA > 7°ROOF ZONES - HIP

WALL ZONES

-21.6-37.7-55.713.6

-44.1-74.1

-20.2-30.7-47.310.8

-44.1-57.3

-19.6-27.6-43.7

9.6

-44.1-50.1

-25.6-31.723.6

-22.1-24.620.1

-19.6-19.617.6

Component and CladdingASD Wind Pressures

Roof

Wall

Area

Area 10 sf 100 sf 500 sf

Surface Pressure (psf)

Surface Pressure (psf)10 sf 50 sf 100 sf

Negative Zone 1Negative Zone 2Negative Zone 3

Positive All Zones

Overhang Zone 2Overhang Zone 3

Negative Zone 4Negative Zone 5

Positive Zone 4 & 5

-36.1-62.8-92.822.7

-73.5-123.6

-33.7-51.1-78.8

18

-73.5-95.5

-32.7-46.1-72.816.0

-73.5-83.5

-42.7-52.839.4

-36.8-41.033.5

-32.7-32.729.4

SEE PLANVARIES

2x4 OUTRIGGERS @ 24" o.c. FOR CANTILEVERGREATER THAN 12" T0 24" MAXIMUM

SIMPSON A35 CLIP @EACH OUTRIGGER

5/8" PLYWOOD DECKING

2x6 DIAGONAL @ 4'-0" o.c.

1/2" PLYWOOD

GABLE TRUSS

2x4 STIFFENER

2x4 NAILER (NON-STRUCTURAL FOR

DRYWALL)

2x4 x 7'-0" BOTTOMCHORD BRACING @

4'-0" o.c. MAXIMUMTHROUGHOUT

STRUCTURE

(2) 12d

(3) 12d @ EACH END

J.

SALLI SSCOTT

ST

ATEof FLORIDA

AR0016385

REG I S T ERE D ARCH I TECT

213 S. Baylen StPensacola, FL 32502

v: 850-470-6399f: 850-470-6397

www.dalsal.com

AR 0016385

THIS DOCUMENT SHOWS ORIGINAL ANDUN-PUBLISHED WORK OF THE ARCHITECT

AND MAY NOT BE DUPLICATED IN ANY PARTWITHOUT WRITTEN CONSENT OF THE FIRM'S

PRINCIPALS

CERTIFICATION

DRAWN BY: CHECKED BY:

ISSUE DATE:

SHEET TITLE:

SHEET NO:

PROJECT NO:

REVISIONS

4-H

Clu

b To

ilet B

uild

ing

5701

Hw

y 99

Mol

ino,

FL

JSK JSS

02/18/15

STRUCTURALNOTES ANDDIAGRAMS

S00115003

3/4" = 1'-0"3 GABLE END DETAIL

FLORIDA WIND SPEED MAP; RISK CATEGORY II

No. Des. Date

1. 4" 3,000psi CONCRETE SLAB REINFORCEDWITH 6x6x10 FIBER MESH REINFORCEMENT.INSTALL OVER VAPOR BARRIER ANDCOMPACTED FILL WITH APPROVED TERMITETREATMENT.

TYPICAL SLAB NOTE:

SAW CUT 1/4" CONTROL JOINTSAT MAXIMUM 20'-0" O.C.

SCORING NOTE:

6' - 0" 8' - 0" 6' - 0"

5' -

4"14

' - 8

"

20' -

0"

5' -

4"14

' - 8

"

20' -

0"

20' - 0"

20' - 0"

EDGE OF SLAB;TYP.

0"0"

CJ CJ

8" CMU STEM WALL

FOOTING BELOW

2' - 0"

2' -

0"

2' - 0"

CJ CJ

FLOOR DRAIN;TYP.

THICKENED SLAB

2' - 8" 20' - 0" 2' - 8"

2' -

8"20

' - 0

"2'

- 8"

GIRDER TRUSS

GIRDER TRUSS

SIMPSON TJC37 JACKTRUSS HANGER; TYP

SIMPSON CLIP H2.5A @EACH TRUSS/ WALLCONNECTION; TYP.

SIMPSON HCP2 HIP PLATE@ EACH HIP CORNER; TYP.

START W/ FULL SHEET OFPLYWOOD DECKING @CORNERS; TYP.

HIP TRUSS

HIP TRUSS

HIP TRUSS

HIP TRUSS

RO

OF

TRU

S SES

@ 2

4" O

.C.

PRE-

ENG

INEE

RED

CAN

TILE

VER

ED

8" CMU BOND BEAM

2' -

8"20

' - 0

"2'

- 8"

2' - 8" 20' - 0" 2' - 8"

PROVIDE BLOCKING ASREQ'D TO SECURE CEILING

GENERAL FRAMING NOTES

LEGEND

BEAM

DASHED LINE REPRESENTSROOF PERIMETER AND ROOFRIDGES, HIPS, AND VALLEYS

PRE-ENGINEERED WOOD TRUSSES @24" O.C. UNLESS NOTED OTHERWISE

LOAD BEARING WALLS BELOW

LOCATE STUD PACKSDIRECTLY BELOW BEAMBEARINGS UNLESS NOTEDOTHERWISE

LOCATE STUD PACK DIRECTLYUNDER GIRDER TRUSSBEARINGS UNLESS NOTEDOTHERWISE

GIRDER TRUSS

HEADER OR BOX BEAM WITH STUDPACK SUPPORT EACH SIDE UNLESSNOTED OTHERWISE; SEE DETAIL

FOR TYPICAL CONNECTION

1. FINAL TRUSS LAYOUT TO BE DETERMINED BY FLORIDA REGISTEREDTRUSS ENGINEER.

2. CONTRACTOR TO SUBMIT TRUSS PACK DESIGN TO ARCHITECT FORAPPROVAL.

3. PROVIDE MIN. 5/8" THICK CDX PLYWOOD SHEATHING. 1/2" MAY BE USEDIF ALL EDGES ARE SECURED WITH BLOCKING.

4. OSB IS NOT AN ACCEPTABLE SUBSTITUTE FOR PLYWOOD.

/- ---

J.

SALLI SSCOTT

ST

ATEof FLORIDA

AR0016385

REG I S T ERE D ARCH I TECT

213 S. Baylen StPensacola, FL 32502

v: 850-470-6399f: 850-470-6397

www.dalsal.com

AR 0016385

THIS DOCUMENT SHOWS ORIGINAL ANDUN-PUBLISHED WORK OF THE ARCHITECT

AND MAY NOT BE DUPLICATED IN ANY PARTWITHOUT WRITTEN CONSENT OF THE FIRM'S

PRINCIPALS

CERTIFICATION

DRAWN BY: CHECKED BY:

ISSUE DATE:

SHEET TITLE:

SHEET NO:

PROJECT NO:

REVISIONS

4-H

Clu

b To

ilet B

uild

ing

5701

Hw

y 99

Mol

ino,

FL

JSK JSK

02/18/15

FOUNDATION &ROOF

FRAMINGPLAN

S10115003

1/4" = 1'-0"1 FOUNDATION PLAN

1/4" = 1'-0"2 ROOF FRAMING PLAN

No. Des. Date

NEW WORK NOTES1. VERIFY ALL MATERIALS AND FINISHES WITH THE OWNER/ARCHITECT.2. ALL IRRIGATION AND LANDSCAPING PROVIDED BY OWNER.3. EXTERIOR EGRESS DOORS NOT TO HAVE DOUBLE CYLINDER KEY LOCKS.4. ALL WALLS TO BE 8" PAINTED CMU UNLESS NOTED OTHERWISE.

A101 6

A101

5

A101

8

A10171

A301

9' - 10" 4" 9' - 10"

20' - 0"

5' -

4"14

' - 8

"

20' -

0"

5' -

4"14

' - 8

"

20' -

0"

1' -

6"1'

- 6"

4' -

4"1'

- 6"

2' -

8"7'

- 5"

1' -

6"

7' -

5"2'

- 8"

1' -

6"4'

- 4"

1' -

6"

4' - 9"

R 2' - 6"R 2'

- 6"

DRINKING FOUNTAIN

MR

1' - 7"

144 SF

WOMEN'SBATHROOM

102144 SF

MEN'S BATHROOM101

EQEQ

EQEQ

SD FD

FD

SD

MR

TP/SND

TP/SND

HD

HD

GB

GB

MR

SDFD

FD

SD

MR

TP

HD

HD

GB

GB

2A301

20' - 0"

6' - 0" 8' - 0" 6' - 0"

8"R

.O.

3' -

4"1'

- 4"

8"R

.O.

3' -

4"1'

- 4"

21

4" CMU PAINTED

BRADLEY CORP. SERIES400 STAINLESS STEELTOILET PARTITIONS

BRADLEY CORP. SERIES400 STAINLESS STEELTOILET PARTITIONS

BRADELY CORP.STAINLESS STEELURINAL SCREEN

6" / 1'-0"6" / 1'-0"

6" /

1'-0

"6"

/ 1'

-0"

6" / 1'-0"6" / 1'-0"

1/2"MOISTURERESISTANTGWBCEILING

1X PAINTEDCOMPOSITESOFFIT; TYP.

1x PAINTEDCOMPOSITE

CEILING

EXTERIOR WALL SCONCES

FIRST FLOOR0"

TOP OF WALL8' - 0"

GRADE-2"

CMU PAINTED;COLOR TBD

1x WD TRIM PAINTED

FIRST FLOOR0"

TOP OF WALL8' - 0"

GRADE-2"

DRINKING FOUNTAIN

VENT

CMU PAINTED;COLOR TBD

1x WD TRIM PAINTED

FIRST FLOOR0"

TOP OF WALL8' - 0"

GRADE-2"

CMU PAINTED;COLOR TBD

1x WD TRIM PAINTED

FIRST FLOOR0"

TOP OF WALL8' - 0"

GRADE-2"

VENT

CMU PAINTED;COLOR TBD

1x WD TRIM PAINTED

MAX.

MIN

. MAX

.

MAX

.

MAX

.

MIN

. SINK

ALL EXPOSEDPIPING TO BE

INSULATED

15" MIN.

PAPERTOWELDISP.

MIRROR

SOAPDISP.

NOTE: SEE FLOOR PLAN FOR TOILETROOM DIMENSIONS

MIN.

WD. BLKG.(BEHIND)MIN.

36" GRAB BAR42"GRABBAR

CLT.P.DISP.

16" TO 18"

17"-

19"

1' -

7"

33"-

36" 4' -

0"

3' -

4"

2' -

10"

2' -

5"

4' -

0"

REFER TO FLOOR PLAN

1' - 0"

3' - 0"

1' - 6"

MAX

.

WD. BLKG.(BEHIND)

J.

SALLI SSCOTT

ST

ATEof FLORIDA

AR0016385

REG I S T ERE D ARCH I TECT

213 S. Baylen StPensacola, FL 32502

v: 850-470-6399f: 850-470-6397

www.dalsal.com

AR 0016385

THIS DOCUMENT SHOWS ORIGINAL ANDUN-PUBLISHED WORK OF THE ARCHITECT

AND MAY NOT BE DUPLICATED IN ANY PARTWITHOUT WRITTEN CONSENT OF THE FIRM'S

PRINCIPALS

CERTIFICATION

DRAWN BY: CHECKED BY:

ISSUE DATE:

SHEET TITLE:

SHEET NO:

PROJECT NO:

REVISIONS

4-H

Clu

b To

ilet B

uild

ing

5701

Hw

y 99

Mol

ino,

FL

JSK JSS

02/18/15

NEW WORKPLANS ANDELEVATIONS

A10115003

1/2" = 1'-0"1 FLOOR PLAN

1/4" = 1'-0"3 ROOF PLAN

1/4" = 1'-0"4 REFLECTED CEILING PLAN

1/4" = 1'-0"6 SOUTH ELEVATION

1/4" = 1'-0"5 NORTH ELEVATION

1/4" = 1'-0"7 EAST ELEVATION

1/4" = 1'-0"8 WEST ELEVATION 1/2" = 1'-0"2 Accessible Mounting Heights

ABBREVIATION KEYFD FLOOR DRAINGB GRAB BARHD HAND DRYERMR MIRRORSD SOAP DISPENSERSND SANITARY NAPKIN DISPOSALTP TOILET PAPER DISPENSER

No. Des. Date

FIRST FLOOR0"

TOP OF WALL8' - 0"

Top of Footing-2' - 0"

GRADE-2"

MEN'SBATHROOM

WOMEN'SBATHROOM

A3013

FIRST FLOOR0"

TOP OF WALL8' - 0"

Top of Footing-2' - 0"

GRADE-2"

A3014

FIRST FLOOR0"

TOP OF WALL8' - 0"

Top of Footing-2' - 0"

GRADE-2"

2' - 0"

10"

REBAR #4s VERT. @ 48" O.C.

(3) #5s CONT. W/#3s @ 48"O.C.

REBAR #5s VERT.@ 48" O.C.

GRADE

15 MILL VAPOR BARRIERREBAR #4s VERT.@ 48" O.C.

15 MIL VAPOR BARRIER

FINISH FLOOR; SEE SCHEDULE

4" THK. CONC. SLAB; TYP.SEE STRUCTURAL.

8" CMU PAINTED

1x PAINTEDCOMPOSITESOFFIT; TYP ALUM. FASCIA; TYP.

30 YR SHINGLES OVERICE AND WATER SHIELD

5/8" PLYWOOD ROOF DECKING

PRE-ENGINEERED CANTILEVEREDROOF TRUSSES @ 24" O.C.

METAL DRIP EDGE

1x WD TRIM

SIMPSON CLIPH2.5A @ EACHTRUSS/ WALLCONNECTION; TYP.

1/2" GALV.ANCHOR BOLT

(2) 2" x 8" WDTOP PLATE

(2) #5s CONT.

LADDER TIES @ EVERYOTHER COURSE

FIRST FLOOR0"

TOP OF WALL8' - 0"

Top of Footing-2' - 0"

GRADE-2"

(3) #4s CONT. W/#3s @48"O.C.

REBAR #4s VERT.@ 48" O.C.

SLOPED SIDEWALK

15 MIL VAPOR BARRIER

FINISH FLOOR; SEE SCHEDULE

4" THK. CONC. SLAB; TYP.SEE STRUCTURAL.

8" CMU PAINTED

1' - 6"

30 YR SHINGLES OVERICE AND WATER SHIELD

5/8" PLYWOOD ROOF DECKING

PRE-ENGINEERED CANTILEVEREDROOF TRUSSES @ 24" O.C.

PRE-ENGINEERED CANTILEVEREDROOF TRUSSES @ 24" O.C.

LADDER TIES @ EVERYOTHER COURSE

DRINKING FOUNTAIN

1x PAINTEDCOMPOSITESOFFIT; TYP

ALUM. FASCIA; TYP.

METAL DRIP EDGE

ALUM. FASCIA; TYP.

1x PAINTED COMPOSITE SOFFIT; TYP

5/8" PLYWOOD ROOF DECKING

30 YR SHINGLES OVERICE AND WATER SHIELD

PAINTED COMPOSITEPANEL OVER 1/2"PLYWOOD SHEATHING

VENT

1x WD TRIM

1x PAINTED COMPOSITE SOFFIT

SIMPSON CLIP H2.5A @EACH TRUSS/ WALLCONNECTION; TYP.

(2) 2" x 8" WDTOP PLATES

1/2" GALV.ANCHOR BOLT

8" CMU BONDBEAM

(2) #5s CONT.

PROVIDE BLOCKING ASREQ'D TO SECURECEILING

1/2" MOISTURERESISTANT GWB CEILING

WD TRIM

1X WD TRIM

(2) 2" x 8" WD TOPPLATES

ALOUVER

DOOR TYPES

DOOR NOTES1. CONTRACTOR TO VERIFY ALL DOOR STYLES, DOOR AND

FRAME MATERIALS, AND HARDWARE WITH OWNER.2. PROVIDE LEVEL STYLE HARDWARE. TYP.3. PROVIDE DOOR STOPS, BUMPERS, THRESHOLDS AND

WEATHERSTRIPS FOR ALL DOORS AS REQUIRED.

J.

SALLI SSCOTT

ST

ATEof FLORIDA

AR0016385

REG I S T ERE D ARCH I TECT

213 S. Baylen StPensacola, FL 32502

v: 850-470-6399f: 850-470-6397

www.dalsal.com

AR 0016385

THIS DOCUMENT SHOWS ORIGINAL ANDUN-PUBLISHED WORK OF THE ARCHITECT

AND MAY NOT BE DUPLICATED IN ANY PARTWITHOUT WRITTEN CONSENT OF THE FIRM'S

PRINCIPALS

CERTIFICATION

DRAWN BY: CHECKED BY:

ISSUE DATE:

SHEET TITLE:

SHEET NO:

PROJECT NO:

REVISIONS

4-H

Clu

b To

ilet B

uild

ing

5701

Hw

y 99

Mol

ino,

FL

JSK JSS

02/18/15

BUILDING &WALL

SECTIONS,SCHEDULES

A30115003

1/4" = 1'-0"1 BUILDING SECTION 1 1/4" = 1'-0"2 BUILDING SECTION 2

3/4" = 1'-0"3 TYPICAL WALL SECTION 3/4" = 1'-0"4 SECTION @ DUTCH HIP

DOOR SCHEDULEMark Type Mark Width Height Thickness Door Material

FrameMaterial Closer

1 A 3' - 0" 7' - 0" 2" HM HM Yes2 A 3' - 0" 7' - 0" 2" HM HM Yes

ROOM FINISH SCHEDULEName Floor Finish Base Finish North Material East Material South Material West Material Ceiling Finish Ceiling Height Room Style

FIRST FLOORMEN'S BATHROOM CT-1 CT-2 CMU CMU CMU CMU MRGWB 8' - 0" (none)WOMEN'SBATHROOM

CT-1 CT-2 CMU CMU CMU CMU MRGWB 8' - 0" (none)

ABBREVIATION KEYCMU CMU, PAINTEDCT CERAMIC TILEHM HOLLOW METALMRGWB MOISTURE-RESISTANT GYPSUM WALL BOARDWD WOOD

INTERIOR FINISHESFLOOR AND BASE FINISHESCT-1: 8x8 CERAMIC TILE, STYLE TBDCT-2: 4" CERAMIC TILE, STYLE TBD

WALL FINISHESPAINT 1: TBDPAINT 2: TBD

TRIM FINISHESALL WOOD TRIM TO BE "PAINT 2"

WALL FINISH KEYNumber Name Floor Finish Base Finish North Color East Color South Color West Color Ceiling Color

FIRST FLOOR101 MEN'S BATHROOM CT-1 CT-2 PAINT 1 PAINT 1 PAINT 1 PAINT 1 PAINT 1102 WOMEN'S

BATHROOMCT-1 CT-2 PAINT 1 PAINT 1 PAINT 1 PAINT 1 PAINT 1

No. Des. Date

213 S. Baylen StPensacola, FL 32502

v: 850-470-6399f: 850-470-6397

www.dalsal.com

THIS DOCUMENT SHOWS ORIGINAL ANDUN-PUBLISHED WORK OF THE ARCHITECT

AND MAY NOT BE DUPLICATED IN ANY PARTWITHOUT WRITTEN CONSENT OF THE FIRM'S

PRINCIPALS

CERTIFICATION

DRAWN BY: CHECKED BY:

ISSUE DATE:

SHEET TITLE:

SHEET NO:

PROJECT NO:

REVISIONSNo. Des. Date

AR 0016385

WOMEN'S

BATHROOM

102

MEN'S BATHROOM

101

EX

IS

TIN

G S

HO

W B

AR

N

NO

W

OR

K T

HIS

A

RE

A

EX

IS

TIN

G B

AR

N

NO

W

OR

K T

HIS

A

RE

A

NEW WORK

TOILET BUILDING