HomeMy WebLinkAbout7954 Sail Clover Ln (2)All reproduction & intellectual property rights reserved 2016
I. &ENERAL
1. 5UBCONTRA4,TOR 15 RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF
THE DUILDIN6 UNTIL STRUCTURAL SYSTEM 15 COMPLETED, TH15 INCLUDES, BUT 19 NOT LIMITED TO, THE ADDITION
OF YD4ATE\/EP- TEMPORARY 9*. Na, 9J40RJNrw, GUYS TO TIE-nOYINS THAT MA i� ME NECr-56,AP-Y:
:2- SUBCONTRACTOR 15 50LELY'RE9FON5SLE FOR THE SAFETY OF HIS WORK DURING CONSTRUCTION.
5, APPLICABLE BUILDING CODES: - FLORIDA BULDNO CON (20 1-1). DRAANOS ARE CERTIFIED FOR STRUC -TR--AL
PORTION ONLY THAT INCLUDES FOUNDATION SYSTEMS, BEAMS, POSTS, 9HEARky L.S, 5TR14,TURAL CONNECTORS,
REQUIRED WIND DES16N PRESSURES, FASTENERS, SHEATHIN6 MATERIAL AND THICKNESS, INALL STRUCTURAL
ELEMENTS, HEADERS OVER NINC>OY49, REINFORCED CONCRETE, STEEL FRAMING, Y400P FRAMIN6, MASONRY
SIZES AND REINFORCEMENT, AND SPECIFICATIONS PE50RIBED HEREIN.
4. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS SHALL BE RESPONSIBLE FOR THE
CONTENT OF DRANN65, AND FOR THE SUPPLY AND DE516N OF AF!"IR-OPRIATEMATEERUALS AND WC-47-K
PERFORMANCE.
5. DES16N LOAD:
COMPONENT LIVE LOAD (P9F DEAD LOAD (P5F)
FLOOR 40 10
YqlNr,>LOAZ;S SEE CHART
11. 5ITE �NORI<
1. FOUNDATION M516N 15 BASED ON A MINIMUM SOIL PRESSURE OF 2,000 FSr OR AS NDICATEP ON THE
FOUNDATION PLAN THE CONTRACTOR 19 RESPONSIBLE TO FOLLOW RECOMMENDATIONS INCLUDED IN THE
RESPECTIVE 6EOTECHNr-,AL REPORT AND SHALL CONFIRM THE SOIL CONDITIONS. SHOULD FIELD CONDITIONS
fNC74GArCTH45 DG3c5 NOr r->a,.5T, Ti-c <,oNTmA<,,r<msHALL immaDIATCL-f, Nonr,,, eNr7INCER Or
RECORD.
2, THE SUBORAZe UNDER THE NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED To 95% OPTIMUM DENSITY. 501L
COMPACTION TESTS TO BE TAKEN BY A QUALIFIED 5011-5 LAB PRIOR TO FOURIN(5? ANY CONCRETE.
3, FOOTIN65 SHALL BE NEAT EXCAVATED WHERE POSSIBLE WITH 5fM5 AND TOP EDGES FREE OF LOOSE OR eer
M-ATE-:RL4L9- Y4HM;,E NEAT EXCAVATION 15 NOT POSSIBLE, FOOTJN67S EXCAVATION 94,4ALL M OPEN CUT Y*TJ-4 EDGES
FORMED AND BRACED. ALL FOOTIN65 WITH FORMED EDGES SHALL BE 5ACr-FILLEV FROM BOTTOM TO TOP OF
FOOTING WITH SELECT FILL. THE BOTTOM EXCAVATION SHALL BE CLEAN AND DRY WITH ALL LOO5E'MATERIAL
REMOVED FOR AN ESSENTIALLY FLAT BEARIN& SURFACE,
111. CAST IN PLACE CONCRETE
1. CONCRETE TO BE NORMAL MI&HT Y'ITH THE FOLLOY'ON6 MINIMUM COMPRESSIVE STREN&THS AT 25
DAYS:
a. FOOTINGS, SLAB-ON-&R.ADe, SLAB FILL 2500 PSI
10. MASONRY WALL TIE BEAMS, TIE COLUMNS 2500 PSI
c,. REINFORCED CONCRETE E BEAMS AND COLUMNS 5000 P51
2. CONCRETE SHALL BE F?ZADYMIX PER ASTM C414:
a. PCRTLAND CEMENT - A5TM C-150
b. AOORE6ATE5 - ASTM 'C,55 (5/4" MAX)
G. NO CALCIUM CHLORIDE
d. AIR ENTRAINING - ASTM r.,:260
e. IoNATM REDUCING - ASTM C494
f. FLYASH - ASTM C,61a--75 CLA55 F (20% MAX)
q. WATER - CLEAN AND POTABLE
5. REINFORCING STEEL: ASTM A615 GRADE 40, DEFORMED BARS.
4. REQUIRED SLUMP RANGE = 5PTO 5",
5. WELDED WIRE FABRIC: A5TM A155
6. MOISTURE BARRIER: 6 MIL POLYETHYLENE.
T COM5 AND STANVARP5;
a. ACI 501 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS;"
b. AZJ-505 'RECOMMENZ)FEZ) PP-AC-TJCZ r-CR J40T YNCAT1407-
c. A(rl 518"BI-P67. CODE REGUIREMENT5 FOR REINF. CONCRETE."
d. ACT 515 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT."
S. MINIMUM LAP SPLICE = 40 BAR DiAMETMS UNLESS NOTED OT
q. CONCRETE PIN15HES SHALL BE PER CONTRACTORS SPECS.
10. SUBCONTRACTOR 15 RESPONSIBLE FOR THE PROPER VE516N AND CONSTRUCTION OF ALL FORMWORK,
5HORIN6, AND RE5HORIN6.
11. REINFORCIN6 BAR COVER. -
a. FOOTINGS
b. COLUMNS 11/21,
G. BEAMS AND AkLL5 11/21,
d. 5LAB5 514" (INTERIOR), 1 1/2" (EXTERIOR)
0
12: CONCRETE SHALL BE PLACED WITHIN qO MINUTES OF BATCH TIME.
15. PROVIDE CORNER BARS AT ALL WALL FOOTIN& AND BEAM CORNERS TO MATCH HORIZONTAL BARS.
(25" MINIMUM LAP FOR #5 BARS, OTHERS AS MR ACI 515).
14. ALL BUILDIN6 SLABS -ON -GRADE SHALL BE NOMINAL 4" THICK, REINFORCED WITH 6x&-Y41.4 YS.iNF- ON 6
M,L VAPOR DARRIER. GEE PLAN9 FOR,07WER 4,ONZ74TTONS ANrP SIZZ5NO FIDERME-1: ALLOYet;' VNLZ99
OTHERWISE NOTED ON THE FOUNDATION PLAN.
15. ANCHOR BOLTS FOR V400D LWOER5 AND PLATES TO CONCRETE OR MASONRY (OPTIONS):
a. J BOLTS - USE 1/2" X V "d" BOLTS Y'41TH 6" EMBEDMENT AND 2"PROJECTIONWHEN INSTALLED PRIOR
TO PLACIN& CONCRETE, AS SHOWN ON VRAAN6S.
b. EXPANSION ANCHORS - USE 1/2" X 4" EMBED, HILTI "Ir, BOLT 11, OR EQUAL, AT LOCATIONS (OTHER
THAN EDGE CONDITIONS) IN LIEU OF 1/2" X V "J" BOLTS.
G. EPDXY ANCHORS IN CONCRETE - USE 1/2" X 4-1/4" IMBED, WITH HIL.T1 0100), OR ANCHOR BOND BY
CELTITE, INC., AT ED6E OF SLAB CONDITION WHERE BOLT 15 LE55 THAN 6" TO A CONCRETE E1716E.
d. EPDXY ANCHORS IN TOP OF BLOCK WALLS - USE THREADED Ron (5/4" X A6-5/8" IMBED) ON TOP OF
'4A60'1--41RYr1NALL!:-5 r4T 4 " LTJ HIT C 1 ` ` � VVE OR ANCHOR BOND, Y%4EN11 1/2" X V BOLTS ARE
M r4l 4�- f"'W4E
OMITTED.
16. FOOTING SIZES 5HOIONN ARE TYPICAL ONLY FOR STATED SOIL SEARIN6 PRESSURE AND CONSISTED
C,OmPA<,-nON, CONTRACTOR SHALL BE RESPONSIBLE FOR r-OOTIN6S COMPLYIN6 YqTH THE VES16N
REaUIREMENT5 OF SPECIFIC 501L CONDITIONS.
11- PROVIDE 1/2" EXPANVONJOINT MATERIAL BETWEEN ALL CONCRE`M- SLA55 AND ABUTTING CONCRETE
OR MASONRY WALLS OC<-,URRIN& IN EXTERIOR OR UNHEATED AREAS.
15. PROVIDE 1/4" SAW CUT EXPANSION JOINTS ONSLAS5 SPACED AT NO MORE THAN 10 FEET ON CENTER
CA<oH f-VAIANO 06 SHOP41N ON PLAN5
1\/. MABONRY
1. HOLLOW LOAD BEARING UNITS (CMU)SHALL CONFORM TO ASTM CA0, NORMAL VE16HT, TYPE 1, 6RADE N.
MINIMUM NET COMPRESSIVE STREIN16TH = 1900 PSI.
2. MORTAR SHALL BE TYPE M OR 5 AND CONFORM TO A5TM C2-70,
5. CONCRETE 6ROUT SHALL CONFORM TO A5TM C416.
a. 2,500 P51 AT 25 DAYS.
b. 3VD" MAXIMUM A66RE&ATE,
G. 5" - 11" SLUMP.
0
4. BARS SHALL HAVE MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL
NOT BE LE55 THAN ONE BAR DIAMETER, NOR LESS THAN 1".
5. VERTICAL REINFORCIN6 SHALL- BE AT ALL CORNERS, EACH ..IAMB Of: OMNIN65, UNDER ALL 61RDER LOADS,
AND SPACING AS SHOWN ON THE DRAWINGS. FILL CELLS WITH CONCRETE &ROUT AS SPECIFIED. PROVIDE A01
515 110 DEGREE STANDARD HOOKS INTO FOOTING, AND TIE BEAMS,
6. MONfORCAN0AP,1515HALL 5C 1-5TRAI6i-fT CACZf 'r FOR iMNOS AROUND C4:ORNERS AND Y4HEl:;11e 5ENVS OR
HOOKS ARE DETAILED ON THE PLANS.
-7. REINFORCIN6 BARS SHALL BE: LAPPED 40 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TO ETHER.
S. Y104EN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN
ONE HORIZONTAL IN 51X VERTICAL. DOMLS SHALL BE OROUTED INTO A CORE IN VERTICAL, ALIGNMENT, EVEN
THCI)4oR IT JS IN AN ADJACENT CELL TO TJ-Z VM;ZTjCA4- YNIALLAMNFORCEMENT
q. CLEANOUT55HALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT FOUR WHEN THE POUR
HEIGHT EXCEEDS 6. PROVIDE 4" X 4" OE35ERVATION ROLE TO VERIFY CONCRETE GROUT PLACEMENT.
10. PLACE ALL MASONRY IN RUNNN6 BOND WITH 5/a" MORTAR JOINTS. PROVIDE COMPLETE COVERA6E FACE
SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY MORTAR YNIES5 IN ALL COURSES OF PIER-5,
COLUMNS, AND PILASTERS AND ADJACENT TO OROUTEV CELLS.
11. PROVIDE 5" X a" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MA50NP,r'OPr;:NNC-.,5 NOT 5HOYN TO
HAVE A STRUCTURAL BEAM. MINIMUM END BEARING - 4". REFER TO LINTEL 5CHET.>ULE (MINIMUM CAPACITY OF
1000 PLF).
1:2. PROVIDE METAL CAVITY CAPS, ro- WIRE MESH, OR EQUAL PRODUCTS, INC., WHERE REQUIRED TO RETAIN &ROUT IN
VERTICAL CELLS.
15, PROVIDE HORIZONTAL REINFORCEMENT AT EVERY OTHER COURSE U51NO 120 TR055-MESH BY HOHMANN 4
BARNARD,
WIND LOADS - VE516N PRE5SURE5
Florida Building Code &th Edition (2011)
and A5GE7-10 Methods
ULTIMATE NIND SPEED (MPH)
145
5
55
ZONE
EXPOSURE CATE6ORY
BOLDINC, RLSK C-ATEAS-ORY
ROOF SLOPE
Roof > 0 to '7 degrees
INTERNAL PRESSURE COEFFICIENT
0.15 ENCLOSED
TOPOGRAPHICAL FACTOR
1.0 FLAT
MAXIMUM BUILDING HEIGHT
40 FT
JNIDTH OF ED&E5TRIF5 (a)
5 FT
OPENIN6 PROTECTION REQUIRED
COMPONENT 4 GLAVDIN6
DESIGN ME95URE (PSF) (INCLUDING ININDOY45 AND DOORS) - A5V
Area of 06C
ZONE
1
ZONE
2
ZONE 5
ZONE 4
ZONE 5
(9F)
Positive
Negative
P051tivc
NegativC
Positive
Negative
Positive
Negative
Positive
Negative
10
19.5
-47.0
14.5
-50.0
19.5
-120.1
48,2
-52.2
45.2
-64A
20
18.4
-45.2
15.4
-71.3
1b.4
-99.2
45A
-451
45A
-59.2
50
17.4
-45.2
11.4
-59.2
11.4
--713
45.0
-47.0
43.0
-55A
100
1-7.4
-45.5
17.4
--52,2
17.4
--52.2
40.9
-43.5
40.9'
I 5arage Doors
54.6
-39.2
1 34.6
-511.2
Original drawing is 24 x 36 Do not scale contents of drawing
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FILLED CELL HOOK INTO TIE
BEAM AT MAXIMUM 45" O.C-, AT
EA 51r2E OF OFENIN65 AND AT
ALL CORNERS
51 UCTURAL FLOOR PLAN,
1/411 = 111-011
5"X16'<O. BLOCK TIE BEAM )N/
(1) #5 HOR CONT 5AP, WITH
FORMED AND' PCUREr7 CAP
- - - - - - - - - - - - - -
5" CMU WALL --
#5 VERT BAR IN ALL &ROUT
FILLED CELL AT MAXIMUM 40"
SPACINO
VURAYYALL HORIZONTAL
REINFORCEMENT @ EVERY
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#5 DOYel- YV MIN 50" LAP
SPLICE AND STANDARD HOOK
TO MATCH REINFORCED CELLS
201N X 201:2 MONO FOOTIN&
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ALL WORK SHALL COMPLY WITH PREVAILING 11..j
CODES FLO RIOA BUILDING CODE, C
NATIONAL 9LECTRIC CODE, w
AN6 THt City OFZEPHYRHILLS
ORDNANIM
TOP OF GRADE
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REVIEW DATE -
CITY OF ZEPHYR I-MOPOOO
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D E S I G N
www.bsbdesign.com
100 Main St. Suite 209
Safety Harbor, Florida 34695
813 265 4848
JOB NO: Amimmoo PROD MGR,. LCC
DRAWN: LCC CHECKED:
TRASH
ENCLOSURE -
STRUCTURAL
14we
All reproduction & intellectuat property rights reserved 2016
I. &ENERAL
1. SUBCONTRACTOR IS RESPON515LE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF
THE BUILDING UNTIL STRUCTURALSY5TEM 15 COMPLETED. THIS INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION
OF Y4HATEVER TEMPORARY 91RAC,1NO, 9H0RJN&, GUYS To TIM-13OyiNq THAT mAY BE NECE59ARY.
2. SUBCONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF H15 YNORK MRIN6 CONSTRUCTION,
5. APPLICABLE EMLDIN6 C40VE5: - FLORIDA BUILDING CODE (2011). MAAN66 ARE CZRTIFED FOR STRUCTURAL
PORTION ONLY THAT INCLUDES FOUNDATION SYSTEMS, BEAMS, POSTS, 5HEARY4ALLB, STRUCTURAL CONNECTORS,
REQUIRED JoNINIP VE516N PRES5URZ5, FASTENERS, SHEATHING MATERIAL AND THICKNE55, HALL STRUCTURAL
ELEMENTS, HEADERS OVER YNlNr>OY,15, REINFORCED CONCRETE, STEEL FRAMING, kNOOP FRAMIN6, MA50NRY
SIZES AND REINFORCEMENT, AND SPECIFICATIONS DESCRIBED HEREIN.
4. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS SHALL BE RESPONSIBLE FOR THE
CONTENT OF DIR-AAN65, ANI:;' FOR THE SUPPLY AND VF-516N OF APPROPRIATE MATERIALS AND WORK
PERFORMANCE,
5. VE916N LOADS;
COMPONENT
FLOOR
^INVLOAD5
11. SITE WORK
LIVE: LOAD (PSF) DEAD LOAD (P5F)
40 10
SEE CHART
1. FOUNDATION M516N 15 BASED ON A MINIMUM SOIL PRESSURE or 2,000 PSF OR AS NplCATEV ON THE
FOUNDATION PLAN THE CONTRACTOR 15 RESPONSIBLE To FOLLOW RECOMMENC>ATION5 INCLUDED IN THE
REsMcmve OEOTECHNICAL RE
PORT AND SHALL CONFIRM THE SOIL CONDITIONS. SHOULD FIELD CONDITIONS
05T, Tf 4C <,0NTW_4vrT09 SHALL fMMr_MATCL*t'N0T4f1Y EN67fNEM Or
1Nr7<AT= THIS M(NIMUM <,ONL71TION DOES NOT CY
RECORD.
2. THE 5UE6R_A0E UNDER THE ND CONCRETE FOUNDATIONS SHALL BE COMPACTED TO 015% OPTIMUM DENSITY. SOIL
COMPACTION TE5T5 TO BE TAKEN BY A QUALIFIED SOILS LAB PRIOR TO FOURIN6 ANY CONCRETE.
5. FOOTINGS SHALL BE NEAT EXCAVATED kNHERE POSSIBLE WITH SIDES AND TOP ED61E5 FREE OF LOOSE OR WET
MATERIALS. Y*4SJRZ NEAT EXCAVATION 19 NOT POSSIBLE, FOOTJN69 EXCAVATION SHALL BE OPEN CUT k4TH EDGES
FORMED AND BRACED. ALL FOOTIN65 WITH FORMED M:;)6E55HALL BE BACKFILLEM FROM BOTTOM TO TOP OF
,
FOOTING AITH SELECT FILL. THE BOTTOM EXCAVATION SHALL BE (:,LEAN AND VPYKTH ALL LOOSE MATERIAL
REMOVED FOR AN ESSENTIALLY FLAT BEARING SURFACE.
Ill. CA5T IN PLACE CONCRETE
1. CONCRETE TO BE NORMAL M16KT WITH THE FOLLOM& MINIMUM 00MPRE5St1VE!4)7REN6TH5 AT 25
DAYS:
a. FOOTINGS, 5LAD-ON-GRADE, SLAB FILL 2500 P51
b. MASONRY AALL TIE BEAMS, TIE COLUMNS 2500 PSI
c.. REINFORCED CONCRETE BEAMS AND COLUMNS 3000 P51
2. CONCRETE SHALL BE REA1:7YMIX PER ASTM 04t4:
a. PORTLAND CEMENT - ASTM i�,,50
b. A66RE6ATE5 - A5TM C55 (5/4" MAX.)
C. NO CALCIUM CHLORIDE
d. AIR ENTRAININ6 - ASTM C260
e. Y"ATER. REDUCING - A5TM C,4c,14
f - FL`rA5H - ASTM C,615-18 CLASS F (20016 MAX.)
-9. Y1ATER - CLEAN AND POTABLE
B. R&FORCIN6 STEEL: ASTM A605 6RADE 40, DEFORMED BARS.
4. REQUIRED SLUMP RANGE = 3" TO 5%
5. YIIELVED WIRE FABRIC: ASTM AlaS
6. MOISTURE BARRIER: & MIL POLYETHYLENE.
1. CODES AND STANDARDS;
a. ACI 501 "SPEC, FOR STRUCTURAL CONCRETE FOR BUILVINC55."
b ACI PRACTICE FOR HCrr YAEAT)weR C-ONCIRETINO:"
a. ACI 515 'BLVO. CODE REQUIREMENTS FOR REINF. CONCRETE."
d. ACT 515 "DETAILS AND DETAILfN6 OF CONCRETE REINFORCEMENT!'
5. MIT LAP SPLICE = 40 BAR, DIAMETERS UNLESS NOTED OTHERASE.
41. CONCRETE FINISHES SHALL BE MR C-ONTRACTOW5 5MV5.
10. 5U5CONTRACTOR IS RESPONSIBLE FOR THE PROPER E_R VEVON AND CONSTRUCTION OF ALL FORMY4ORK,
SHORING. AND RESHORIN6.
11. REINFORCING BAR COVER:
FoOTIN P
Ne
b. COLUMNS 11/21,
r-. BEAMS AND INALL5 11/21,
d. 5LAE35 5/4" (INTERIOR), 1 1/2" (EXTERIOR)
12. CONCRETE SHALL BE PLACED WITHIN OIC MINUTES OF BATCH TIME.
13- PROVIDE CORNER, EARS AT ALL WALL FOOTING AND BEAM CORNERS TO MATCH HORIZONTAL EARS.
(25" MINIMUM LAP FOR #5 BARS, OTHERS AS PER ACI 310).
14. ALL BUILDING SLAE35-ON-C-ARADE SHALL BE NOMINAL 4" THICK, REINFORCED JONITH &x6-kN1.4 ON (2
MIL VAPOR DARReR. SM PLANS FOR OTHER CONVMON.13, AND'' SIZES NO UNLE55
OTHERWISE NOTED ON THE FOUNDATION PLAN.
15. ANCHOR BOLTS FOR Y400V LED6ER5 AND PLATE5 To CONCRETE OR, MASONRY (OPTIONS).
a. J BOLTS - USE 1/2' X V' "J' BOLTS WITH 6" EMBEDMENT AND Z' PROJECTION r4HEN INSTALLED PRIOR
TO PLACIN6 CONCRETE, AS 5HOYIN ON DRAWINGS.
1:1. EXPANSION ANCHORS - USE 1/2" X 4" EMBED, HILTI "IK BOLT 11, OR, EMAL, AT LOCATIONS (OTHER
THAN EV6E CONDITIONS) IN LIEU OF 1/2" X D" "J'5OLT5.
c. EPDXY ANCHORS IN CONCRETE - USE 1/2" X 4-1/4" IMBED, kNITH HILT] 0100), OR ANCHOR BOND BY
CZLTITE, INC., AT EDGE OF SLAB CONDITION WHERE BOLT 19 LESS THAN 6" TO A CONCRETE EDGE.
6. F_PDX*i' ANCHORS IN TOP OF BLOCK YNIALL5 - USE THREADED ROD (5/41' X A6-515" IMBED) ON Top OF
VMASONRY V4ALLS "TH HILTI HIT 6- 100 ADHESIVE OR ANCHOR BOND, Y4HEN 1/2" X &'J BOLTS ARE
OMITTED.
16. FOOTIN6 SIZES SHOJeNN ARE TYPICAL ONLY FOR STATED SOIL 5EARIN6 PRESSURE AND CON51STED
comPAcmON. CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTIN55 C.OMPLYTN6 WITH THE DESIGN
REQUIREMENTS OF SPECIFIC SOIL CONVITION5.
1-7. PROVIDE 1/2" EXPANSION jOINT MATERIAL 15F.TrCEN ALL CeP_NCRETE 5L?,e5 AND -A0_VTTINCv C.ONCR�'M-H
OR MASONRY HALLS OCCURRINO IN EXTERIOR OR UNHEATED AREAS.
15. PROVIDE 1/4" SA461 CUT EXPANSION JOINTS ON SLABS SPACED AT NO MORE THAN 15 FEET ON CENTER
C:ACA'q #NA-tANC7 A5sHOMON PLANS
W. MASONP,"r
t HOLLOW LOAD 5EAPIN6 UNITS (0MU) SHALL CONFORM TO ASTM Cqo, NORMAL YNEIOHT, TYPE 1, 6RADE N.
MINIMUM NET COMPRESSIVE 5TREN67TH = 1cI00 PSI.
2. MORTAR SHALL M TYPE M ORS AND CONFORM TO A5TM C210.
3. CONCRETE GROUT SHALL CONFORM TO A5TM C416:
a. 2,500 P54 AT 2a DAYS.
b. 5/D" MAXIMUM AGGREGATE.
G. 5" - 11" SLUMP.
4. BA;5, SHALL HAVE MINIMUM CLEARANCE OF 1/7FROM MASONRY. THE CLEAR D15TANCZ 5ETYSIEEN BARS SHALL
NOT BE LESS THAN ONE BAR DIAMETER, NOR LE55 THAN 1".
5. VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB OF OPENIN65, UNDER ALL GIRDER LOADS,
AND 5PACIN6 AS SHOWN ON THE DRAININ65. FILL CZLL5 kNITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI
515 110 DEGREE STANDARD HOOKS INTO FOOTIN6, AND TIE BEAMS.
6. RC(Nf0R0NC7 OARS SHALL Be STRA[6+4T EXCEPT FOR BENDS A47,0UNL7 CORNERS AND r4HERE 5ENC75 OR
HOOKS ARE DETAILED ON THE PLANS.
-7. REINFORCING BARS SHALL BE LAPPED 40 BAP, DIAMETERS WHERE SPLICED AND SHALL BE WIRED T06ETHER.
S. WHEN A FOUNDATION VOYSIEL DOES NOT LINE UP AITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN
ONE HORIZONTAL IN 51X VERTICAL. DOYELS SHALL BE GROUTED INTO A CORE IN VERTICAL AL-16NMENT, EVEN
TNOU6,4 IT 19 IN AN ADJACENT CELL TO THE VERTICAL YtNLL REINFORCEMENT.
q. CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT FOUR YNIHEN THE FOUR
HE16HT EXCEEDS 5'. PROVIDE 4" X 4" OBSERVATION HOLE TO VERIFY CONCRETE GROUT PLACEMENT.
10. PLACE ALL MASONRY IN RUNNING BOND WITH 5/5" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE
SHELL MORTAR 5EPVIN6, HORIZONTAL AND VERTICAL. FULLY MORTAR YSIEB5 IN ALL C-OUR5E5 OF PIERS,
COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS.
11. PROVIDE 5" X D" PIRZCA5T REINFORCED CONCRETE LINTEL5 OVER ALL MASONRY OPENIN65 NOT 5HOM TO
HAVE A STRUCTURAL BEAM. MINIMUM ENV BEARING = 4". REFER TO LNTEL SCHEDULE (MINIMUM CAPACITY OF
1000 PLF).
12. PROVIDE METAL CAvn( CAPS, 6" Y41RE MESH, OR EQUAL PRODUCTS, INC., WHERE REQUIRED TO RETAIN GROUT IN
VERTICAL CELLS.
15. PROVIDE HORIZONTAL REINFORCEMENT AT EVERY OTHER COURSE U51N6 120 TRU55-MF_5H 5-f'HOHMANN 4
BARNARD.
WIND LOADS - DE516N FRE55URE5
Florida Building Code &th Edition (2011)
and A50E 7-10 Methods
ULTIMATE ViIND 5PEED (MPH)
145
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INTERNAL PRESSURE COEFFICIENT
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MAXIMUM BUILDING HEIGHT
40 FT
WIDTH OF EVOE5TRIP5 (a)
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OPENIN6 PROTECTION REQUIRED
COMPONENT 4 CLADVIN6
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www.bsbdesign.com
100 Main St. Suite 209
Safety Harbor, Florida 34695
813 265 4W8
JOB NO: AM180320.00 PRGJ MGR: LCC
DRAWN: LCC CHECKED:
TRASH
ENCLOSURE -
STRUCTURAL
S1.0
ROOM FINISH SCHEDULE
ROOM NUMBER AND NAME FLOORING BASE & TRIM WALL CEILING
MATERIAL MANUFACTURER WALLBASE WALL TRIM FINISH MANUFACTURER MATERIAL FINISN MANUFACTURERMATERIAL,` FINISH MANUFACTURER
201- Main Entry Concrete Pavers" Pavestone* F.C.B. Lap Siding Paint" Sherwin Williams* Composit Bead Board Paint" Sherwin Williams* SuperPaint Exterior Acrylic Latoc on Painted Surfaces
F.C.B. Board & Batten Painnt** Superftnt Exterior Acrylic Latex on Painted Surfaces
102 - Covered Sitting
Concrete Pavers"
Pavestone*
2" o/ 6" Wood
Paint"
Sherwin Williams*
F.C.B. Lap Siding
Paint=*
Sherwin Williams*
Composit Bead Board
Pamt*=
Sherwin Williams*
Su „ rPamt Exterior Acrylic Latex on Painted Surfaces
103 - Right Wing Pavilion
Concrete Pavers"
Pavestone*
2" of 6" Wood
Paint"
Sherwin Williams*
F.C.B. Lap Siding
F.C.B. Board & Batten
Paint"
Paint"
Sherwin Wilfnams=
Composit Bead Board
Paint"
Sherwin Williams'
SuperPaint Exterior Acrylic Latex on Painted Surfaces
SuperPaint Exterior Acrylic LaNx on Painted Surfaces
104 - Tiki Bar
Concrete Pavers"
Pavestone*
Granite Backspiash
Paint"
Sherwin Williams*
3x6 Wall Tile**
F.C.B. Board & Batten
Paint"*
Florida Tile*
Composit Bead Board
Paint"
Sherwin Williams*
SuperPaint Exterior Acrylic Lain an Painted Surfaces
SuperPaint Exterior Acrylic Latex on Painted Surfaces
4" Woad Trim
4" Wood Trim
105 - Family Bar
Concrete Pavers"
Pavestone'
Granite Badaplash
34 Wall Tile"
Flory Tile*
Composit Bead Board
Paint"
Sherwin Willfans'
SuperPaint Exterior Auyfk Latex on Painted Surfaces
4" Wood Trim
4" Wood Trim
Paint"=
Sherwin Williams*
F.C.B. Board & Batten
Paint*'
SuperPaint Exterior Acrylic Laft on Painted Surfaces
106 - Storage
Sealed Concrete
Vinyl'*
CMU
Paint"*
Sherwin Williams•
5/8" G. Board
yp
Pamt*•
Sherwin WiBFars*
SuperPaint Exterior Acrylic Latex on Painted Surfaces
107 - Janitor
Sealed Concrete
Vinyl'*
CMU
Paint*'
Sherwin Williams*
5/8' G Board
Paint"
Sherwin Williams*
SuperPaint Exterior Latex on Painted Surfaces
108 - Men's
Stained Concrete
Porcelain Tile
Porcelain Tile
Earthstone Mink"
Florida Tile*
Porcelain Tile
Cement Plaster
Earthstone Mink**
Paint"
Florida Tile*
Sherwin Williams*
5/8, Gyp. Board
Paint"
Sherwin Williams*
Slip resistant floorfinish
SuperPaint Exterior Acrylic Latex on Painted Surfaces
109 - Women's
Stained Concrete
Porcelain Tile
Porcelain Tile
Earthstone Mink"
Honda Tile*
Porcelain Tile
Cement Plaster
Earthstone Mink"
Paint"
Florida Tile*
Sherwin Williams*
5/8" Gyp. Board
Paint"
Sherwin Williams*
Slip resistantfloorfinish
SuperPaint Exterior Acrylic Latex on Painted Surfaces
110 - Electrical Equipment
Sealed Concrete
Vinyl**
CMU
Paint"
Sherwin Williams*
5J8" Gyp. Board
Parch=*
Sherwin WINWW
SuperPaint Exterior Acrylic Latex on Painted Surfaces
111- Storage
Sealed Concrete
Vinyl**
CMU
Paint"
Sherwin Williams'
5/8" Gyp. Board
Paint"
Sherwin Williams'
SuperPaiict Exterior Acrylic Latex on Painted Surfaces
112 -Arbor
Concrete Pavers'*
Pavestone*
2" of 6" Wood
Paint"
Sherwin Williams*
F.C.B. Lap Siding
Paint"
Sherwin Williams*
P.T. Wood Trellis
Paint**
Sherwin Williams*
SuperPaint Exterior Acrylic Latex on Painted Surfaces
113 - Arbor
Concrete Pavers"
Pavestone'
2" o/ 6" Wood
Paint"
Sherwin Williams*
F.C.B. Lap Siding
Paint"
Sherwin Williams'
P.T. Wood Trellis
Paint"
Sherwin Williams*
SuperPaint Exterior Acrylic Latex on Painted Surfaes
114 - Left Wing Pavilion
Concrete Pavers"
Pavestone'
2" o/ 6" Wood
Paint"
Sherwin Williams*
F.C.B. Lap Siding
Paint"
Sherwin Wiiriiams'
Composit Bid Board
Paint"
Sherwin WiNk mu*
SuperPaint Exterior Acrylic Latex on Painted Surfaces
F.C.B. Board & Batten
Paint"
SuperPaint Exterior Acrylic Latex on Painted Surfaces
wcei note manuiaccurer con ue useu it quainy w mawrim is similar
** Finish color/style selected by Owner
EXTERIOR FINISH' SCHEDULE
MATERIAL
FINISH
MANUFACTURER
REMARKS
Standing Seam Metal Roof
24 Gauge Steel
Polar White**
GuffCoast Supply'
Guffseam ClipLock Metal goofing
Shin Roofing _
Asphalt Shi Ices
Silver Lining"
GAF'
Roal Sovereign3-Tab Roofing . ShinjIn
Stone Veneer
6" Split Limestone"
Sumit Grey"
Coronado Stone*
Fiber Cement Trim
F.C.B.
Paint*'
Sherwin Williams*
SuperPaint Exterior Acrryfic Latex on Painted Surfaces
Lap Siding
F.C.B.
Paint**
Sherwin Williams*
SuperPaint Exterior Acrylic Latex on Painted Surfaces
Board & Batten Siding
F.C.B.
Paint"
Sherwin Williams*
SuperPaint Exterior Acryfic Latex on Painted Surfaces
Shutters
Wood
Paint"
Sherwin Williams*
SuperPaint Exterior Acrylic Latex on Painted Surfaces
Brackets
Wood
Paint"
Sherwin Williams*
iSuperPaint Exterior Acrylic Latex on Painted Surfaces
Iwcernace manuraccurer can ue used it quamy ar macerm is simirar
"Finish color/style selected by Owner
FIBER CEMENT SIDING
2X4 STUDS
FIBER CEMENT 510IN6 ON
Ix FURRING
[.]i[#11T
TRIM (5E= WINDOW TYPE-5)
Ix4 TRIM
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WINDOW HEAD AT TOWER
�v _
1 1/2" _ 1'-0"
WINDOW JAMB AT TOWER
1 1/2" = 1'-0"
STONE GAP
OVER GROL
BED
fir �
WEATHER
RE515TAW
BARRIER
METAL L.ATI
EXTERIOR
5EEATifING
5TRUCT. OF
2X FRAMlh
5TRUGT. Of
WINDOW SiLL AT TOWER
1 1/2" = I'-O"
FIXED WINDOW UNIT PER PLANS
" i•
FIBER CEMENT LAP
51DIN5
WEATHER RE515TANT
BARRIER
EXTERIOR 5HEATHIN6
(SEE STRUCTURAL
DRAHN65)
2X4 STUDS
nNuouS SEALANT -
SIDES OF FRAME
50L.IP SURFACE
OH SILL
35URE TREATED SHIM A5
ARED
R CEMENT LAP SIDING
c FURRIN6
FIBER CEMENT SI)IN6
IX FURRING STRIP
WEATHER RE515TANT
BARRIER
8' CMU
METAL FLASHING
TRIM (5E= WINDOW TYPES)
BOND BEAM PER STRUGTURAL
DRAWINGS, TYP.
FIXED WINDOI"I EMIT PER PLANS
WINDOW HEAD
1 1/2" - 1'-0"
1 1/2" = 1'-0"
WINDOW SILL
1 1/2" = I'-O"
FIXED WINDOW UNIT PER PLANS
Ix4
Ix
5 3/4'
DOOR SCHEDULE
TAG
DOOR
FRAME
FIRE
RATING
COMMENTS
TYPE
LEAF
WIDTH
HEIGHT
THICK
MATERIAL
FINISH
TYPE
MATERIAL
FINISH
106
A
2
6'-0"
7'-0"
13/4"
HM
P
2
HM
P
--
107
B
1
3'-0"
T-0"
13/4"
HM
P
1
HM
P
--
108
C
1
3' - 0"
7' - 0"
1 3/4"
HM
P
1
HM
P
- -
109
C
1
3' - 0"
7' - 0"
1 3/4"
HM
P
1
HM
P
- -
110
B
1
3'-0"
7- 0"
13/4"
HM
P
1
HM
P
--
111
A
2
6'- 0"
7' - 0"
1 3/4"
HM
P
2
HM
P
- -
HOLLOW METAL DOORS AND FRAMES BY FLEMIN6 OR APPROVED EQUAL. PAINTED 5W6152 SUPERIOR BRONZE.
FIBER CEMENT 511DIN6
IX FURRiN& STRIP
CY.,l
WALL FINISH (PER WALL
TYPEa
BOND BEAM OR STEEL
LINTEL (5E= STRUCTURAL
DRANN55)
f ram. • = l•T'
r e
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H.M. DOOR FRAME HEAD
1 1/2" - I' -ON
PRESSURE TREATED SHIM AS
REWRED Ix4
TRIM (5EE WINDOW TYPES)
CONTINUOUS SEALANT -
BOTH SIDES OF FRAME
1/2" SOLID SURFACE
WINDOW SILL
PRE55URE TREATED SHIM AS
REGTIIRED
TRIM (5EE WINDOW TYPES)
IX FURRING
Lam' i. I :- 3•�LTr
Ix2 OVER ixb TRIM
FIBER CEMENT LAP SIDING
e' CMU
Ix T
5 3/4'
FIBER CEMENT 51DIN6
2X FURRN46 STRIP
8' CMU
WALL FINISH (PER WALL
TYPE)
GROUT CORE SOLID W/
REINF. STEEL A EA
JAMB - SEE STRUCT.
f'• i r f I' Iwr ''
H.M. DOOR FRAME JAMB
1 1/2" = 1'-0"
i III • t:.;
DOOR SNEEP - 5E
SPEC
1/2" EXPANSION
JOINT MATERIAL
HOLLOW MtTAL FRAME
(BEYow)
FACE OF CMU
b' WIDE SELF AVHERM6, 5EL.F
HEALIN6 WATERPROOF
I El WANE SILL DAM -
CONTINUE b" MIN. UP JAM95
H.M. DOOR THRESHOLD
1 1/2" = 1'-0"
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IMPAGT 6LAZIN6 WINMARD WIN6UARD
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#243-RI5 FL PRODUCT APPROVAL FL PRODUCT
#243-RI5 APPROVAL #243-RI5
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DESIGN
www.bsbdesign.com
100 Main St Suite 209
Safety Harbor, Florida 34695
813 265 4808
JOB NO: AM180320.00 PROJ MGR: JN
DRAWN: CDE CHECKED: JN
DOOR 5GHEDULE
DOOR 4 WINDOW TYPES
DOOR DETAIL5 4
WINDOW DETAILS
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