THE ABOVE DRAWINGS, IDEAS AND DESIGNS ARE THE...

S

Proposed GroundFloor Plan

1.0CDSheet:Seal:Submittal:

Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.

2211 N.W. 4th TerraceMiami, Florida 33125

U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:

Urban Design Architecture

Interior Design, Inc.

MARTINEZALVAREZ

AA 26002213

Ana Alvarez-MartinezAR 92749

5 / 18 / 2020

Owner:

H. George Fink Studio2506 Ponce de Leon Boulevard

Coral Gables, FL 33134

Restoration &Tenant Improvements

AutoCAD SHX Text

S

AutoCAD SHX Text

W

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

DETAIL A A S-4.5

AutoCAD SHX Text

EXISTING CONCRETE SLAB ON GRADE TO RECIEVE POLISHED CONCRETE TOPPING (; " V.I.F.)34" V.I.F.)

AutoCAD SHX Text

\" E.J.

AutoCAD SHX Text

DETAIL A A S-4.5

AutoCAD SHX Text

DETAIL A A S-4.0

AutoCAD SHX Text

S-4.0

AutoCAD SHX Text

1

AutoCAD SHX Text

4" MIN. CONC. GROUND FLOOR SLAB REINF. W/ 6x6-W1.4xW1.4 W.W.M. TO RECIEVE POLISHED TO RECIEVE POLISHED CONCRETE TOPPING (; " V.I.F.)34" V.I.F.)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

DENOTES NEW CONCRETE COLUMN, SEE CONC. COLUMN SCHEDULE ON SHEET S600.

AutoCAD SHX Text

1

AutoCAD SHX Text

TC

AutoCAD SHX Text

DENOTES EXISTING FOOTING.

AutoCAD SHX Text

DENOTES EXISTING STRUCTURE TO REMAIN.

AutoCAD SHX Text

DENOTES NEW CONC. SLAB

AutoCAD SHX Text

DENOTES PROPERTY LINE

AutoCAD SHX Text

DENOTES ROOF DOUBLE TEE JOISTS ABOVE

AutoCAD SHX Text

FBC-17 ASCE 7-10 EXP: C CAT: V= 175 MPH

AutoCAD SHX Text

DESIGN CRITERIA

AutoCAD SHX Text

SOIL STATEMENT:

AutoCAD SHX Text

BASED ON VISUAL INSPECTION ON SITE, THE SOIL IS LIMEROCK AND ON VISUAL INSPECTION ON SITE, THE SOIL IS LIMEROCK AND ON VISUAL INSPECTION ON SITE, THE SOIL IS LIMEROCK AND VISUAL INSPECTION ON SITE, THE SOIL IS LIMEROCK AND VISUAL INSPECTION ON SITE, THE SOIL IS LIMEROCK AND INSPECTION ON SITE, THE SOIL IS LIMEROCK AND INSPECTION ON SITE, THE SOIL IS LIMEROCK AND ON SITE, THE SOIL IS LIMEROCK AND ON SITE, THE SOIL IS LIMEROCK AND SITE, THE SOIL IS LIMEROCK AND SITE, THE SOIL IS LIMEROCK AND THE SOIL IS LIMEROCK AND THE SOIL IS LIMEROCK AND SOIL IS LIMEROCK AND SOIL IS LIMEROCK AND IS LIMEROCK AND IS LIMEROCK AND LIMEROCK AND LIMEROCK AND AND AND SAND, WITH AN APPARENT MINIMUM 2000 PSF SOIL BEARING CAPACITY. AT THE TIME THE SOIL IS BROKEN, A SITE INSPECTION MUST BE DONE THE TIME THE SOIL IS BROKEN, A SITE INSPECTION MUST BE DONE THE TIME THE SOIL IS BROKEN, A SITE INSPECTION MUST BE DONE TIME THE SOIL IS BROKEN, A SITE INSPECTION MUST BE DONE TIME THE SOIL IS BROKEN, A SITE INSPECTION MUST BE DONE THE SOIL IS BROKEN, A SITE INSPECTION MUST BE DONE THE SOIL IS BROKEN, A SITE INSPECTION MUST BE DONE SOIL IS BROKEN, A SITE INSPECTION MUST BE DONE SOIL IS BROKEN, A SITE INSPECTION MUST BE DONE IS BROKEN, A SITE INSPECTION MUST BE DONE IS BROKEN, A SITE INSPECTION MUST BE DONE BROKEN, A SITE INSPECTION MUST BE DONE BROKEN, A SITE INSPECTION MUST BE DONE A SITE INSPECTION MUST BE DONE A SITE INSPECTION MUST BE DONE SITE INSPECTION MUST BE DONE SITE INSPECTION MUST BE DONE INSPECTION MUST BE DONE INSPECTION MUST BE DONE MUST BE DONE MUST BE DONE BE DONE BE DONE DONE DONE BY THIS OFFICE IN ORDER TO VISUALLY VERIFY THE ASSUMED SOIL THIS OFFICE IN ORDER TO VISUALLY VERIFY THE ASSUMED SOIL THIS OFFICE IN ORDER TO VISUALLY VERIFY THE ASSUMED SOIL OFFICE IN ORDER TO VISUALLY VERIFY THE ASSUMED SOIL OFFICE IN ORDER TO VISUALLY VERIFY THE ASSUMED SOIL IN ORDER TO VISUALLY VERIFY THE ASSUMED SOIL IN ORDER TO VISUALLY VERIFY THE ASSUMED SOIL ORDER TO VISUALLY VERIFY THE ASSUMED SOIL ORDER TO VISUALLY VERIFY THE ASSUMED SOIL TO VISUALLY VERIFY THE ASSUMED SOIL TO VISUALLY VERIFY THE ASSUMED SOIL VISUALLY VERIFY THE ASSUMED SOIL VISUALLY VERIFY THE ASSUMED SOIL VERIFY THE ASSUMED SOIL VERIFY THE ASSUMED SOIL THE ASSUMED SOIL THE ASSUMED SOIL ASSUMED SOIL ASSUMED SOIL SOIL SOIL BEARING CAPACITY. A SIGN AND SEALED LETTER WILL BE SUBMITTED CAPACITY. A SIGN AND SEALED LETTER WILL BE SUBMITTED CAPACITY. A SIGN AND SEALED LETTER WILL BE SUBMITTED A SIGN AND SEALED LETTER WILL BE SUBMITTED A SIGN AND SEALED LETTER WILL BE SUBMITTED SIGN AND SEALED LETTER WILL BE SUBMITTED SIGN AND SEALED LETTER WILL BE SUBMITTED AND SEALED LETTER WILL BE SUBMITTED AND SEALED LETTER WILL BE SUBMITTED SEALED LETTER WILL BE SUBMITTED SEALED LETTER WILL BE SUBMITTED LETTER WILL BE SUBMITTED LETTER WILL BE SUBMITTED WILL BE SUBMITTED WILL BE SUBMITTED BE SUBMITTED BE SUBMITTED SUBMITTED SUBMITTED TO THE BUILDING OFFICIAL ATTESTING OUR FINDINGS.

AutoCAD SHX Text

|"~ x 3" TAPCONS SPACED 6" FROM EACH CORNER AND THE REST @ 6" c/c. MAX.

AutoCAD SHX Text

MINMUM EDGE DISTANCE FOR WOOD

AutoCAD SHX Text

MASONRY BLOCK WALL

AutoCAD SHX Text

MINIMUM REQUIREMENTS FOR WOOD BUCK TO MASONRY BLOCK CONNECTION DETAIL

AutoCAD SHX Text

2x4 OR 2x6 P.T. CONTINUOUS BUCK REFER TO N.O.A. REQUIREMENTS.

AutoCAD SHX Text

MINIMUM EDGE DISTANCE FOR |"~ TAPCONS.

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

DENOTES \" EXPANSION JOINT MATERIAL

AutoCAD SHX Text

"\" E.J."

AutoCAD SHX Text

DENOTES NEW 8" MASONRY BLOCK WALL WITH 9 GAGE JOINT REINF. @ 16"c/c (LADDER TYPE.)

AutoCAD SHX Text

S-4.4

AutoCAD SHX Text

2

AutoCAD SHX Text

\" E.J.

AutoCAD SHX Text

8\"

AutoCAD SHX Text

DETAIL B B TYP. S-4.5 S-4.5

AutoCAD SHX Text

DETAIL B B S-4.4

AutoCAD SHX Text

S-4.0

AutoCAD SHX Text

2

AutoCAD SHX Text

DETAIL C C S-4.5

AutoCAD SHX Text

EXISTING BLOCK WALL TO BE REMOVED

AutoCAD SHX Text

S-4.2

AutoCAD SHX Text

2

AutoCAD SHX Text

NEW 4" MIN. CONC. SLAB ON GRADE REINF. WITH 6x6-W1.4xW1.4

AutoCAD SHX Text

DETAIL C C S-4.4

AutoCAD SHX Text

S-4.1

AutoCAD SHX Text

1

AutoCAD SHX Text

S-4.2

AutoCAD SHX Text

1

AutoCAD SHX Text

DETAIL A A EA. END S-4.4 S-4.4

AutoCAD SHX Text

DETAIL A A S-4.0

AutoCAD SHX Text

Proposed Ground Floor Plan

AutoCAD SHX Text

S c a l e : 1/4" = 1'-0"

AutoCAD SHX Text

S-4.1

AutoCAD SHX Text

2

AutoCAD SHX Text

WM-16

AutoCAD SHX Text

DETAIL B B S-4.5

AutoCAD SHX Text

DETAIL B B S-4.5

AutoCAD SHX Text

DETAIL B B S-4.5

AutoCAD SHX Text

S-4.3

AutoCAD SHX Text

1

AutoCAD SHX Text

FOUNDATION NOTES:

AutoCAD SHX Text

1. THE EXISTING HISTORICAL WINDOWS AND DOORS WILL BE REPLACED WITH AN APPROVED IMPACT RESISTANT PRODUCT. THE EXISTING HISTORICAL WINDOWS AND DOORS WILL BE REPLACED WITH AN APPROVED IMPACT RESISTANT PRODUCT. CONTRACTOR MUST SUBMIT SITE SPECIFIC SHOP DRAWINGS AND CALCULATIONS FOR APPROVAL PRIOR TO FABRICATION. 2. CONTRACTOR MUST COORDINATE ALL DIMENSIONS AND CONDITIONS WITH ARCHITECTURAL DRAWINGS AND IN THE FIELD, INCLUDING CONTRACTOR MUST COORDINATE ALL DIMENSIONS AND CONDITIONS WITH ARCHITECTURAL DRAWINGS AND IN THE FIELD, INCLUDING ALL WINDOW AND DOOR MASONRY OPENINGS. NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR MUST NOTIFY ARCHITECT/ENGINEER IN WRITING OF ANY UNFORESEEN BEARING CONDITION NOT SPECIFIED IN THESE CONTRACTOR MUST NOTIFY ARCHITECT/ENGINEER IN WRITING OF ANY UNFORESEEN BEARING CONDITION NOT SPECIFIED IN THESE PLANS BEFORE PROCEEDING WITH THE WORK. 4. TOP OF FOOTING ELEVATION TO MATCH EXISTING. MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. TYP. UNLESS NOTED AS TOP OF FOOTING ELEVATION TO MATCH EXISTING. MUST BE VERIFIED BY THE CONTRACTOR IN THE FIELD. TYP. UNLESS NOTED AS 5. CONTRACTOR MUST SUBMIT TO EOR AND CITY OF CORAL GABLES SIGN & SEALED SHORING PLANS AND CALCULATIONS BY A CONTRACTOR MUST SUBMIT TO EOR AND CITY OF CORAL GABLES SIGN & SEALED SHORING PLANS AND CALCULATIONS BY A FLORIDA REGISTERED SPECIALTY ENGINEER FOR APPROVAL PRIOR TO ANY EXCAVATION OR DEMOLITION. 6. ALL ADHESIVE ANCHORS FOR THIS PROJECT MUST BE SIMPSON SET-XP. SEE TABLE ON SHEET S-X FOR TYPICAL ADHESIVE ALL ADHESIVE ANCHORS FOR THIS PROJECT MUST BE SIMPSON SET-XP. SEE TABLE ON SHEET S-X FOR TYPICAL ADHESIVE ANCHOR REQUIREMENTS. THE CONTRACTOR MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS AND MUST CALL FOR AN INSPECTION PRIOR OF GROUTING THE SPECIFIED DRILLED HOLES. 7. SEE SHEET S-3.0 FOR GENERAL STRUCTURAL NOTES. SEE SHEET S-3.0 FOR GENERAL STRUCTURAL NOTES. 8. SEE SHEETS S-2.0 FOR COLUMN, BLOCK & FOOTING SCHEDULES. SEE SHEETS S-2.0 FOR COLUMN, BLOCK & FOOTING SCHEDULES. 9. FOR MINIMUM WOOD BUCK CONNECTION DETAIL, SEE THIS SHEET FOR MINIMUM CONNECTION REQUIREMENTS FOR MINIMUM WOOD BUCK CONNECTION DETAIL, SEE THIS SHEET FOR MINIMUM CONNECTION REQUIREMENTS 10. CONTRACTOR MUST SURVEY ENTIRE STRUCTURE ENVELOPE AND MUST LOCATE ALL DETERIORATED (SPALLED) CONCRETE CONTRACTOR MUST SURVEY ENTIRE STRUCTURE ENVELOPE AND MUST LOCATE ALL DETERIORATED (SPALLED) CONCRETE LOCATIONS. FOLLOW DETAILS SHOWN ON SHEET S-2.1. 11. EXISTING CONDITIONS ARE REPRESENTED BASED ON AVAILABLE ACCESS AND TO THE EXTENT STRUCTURAL ELEMENTS WERE EXISTING CONDITIONS ARE REPRESENTED BASED ON AVAILABLE ACCESS AND TO THE EXTENT STRUCTURAL ELEMENTS WERE OBSERVABLE AT THE TIME DRAWINGS WERE PREPARED, IF CONFLICTS ARE ENCOUNTERED BETWEEN CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS, CONTRACTOR MUST IMMEDIATELY CONTACT THE ARCHITECT AND ENGINEER FOR CLARIFICATION AND PROPER DIRECTIONS BEFORE PROCEEDING WITH THE WORK. 12. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION. PROVIDE APPRORIATE THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION. PROVIDE APPRORIATE SUPERVISION THROUGHOUT THE PROJECT, CONSTRUCTION LOADS. TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO RESIST ALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES MAINTAIN TEMPORARY BRACING AND RETAIN IN PLACE UNTIL PERMANENT STRCUTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION PHASE LOADS. 13. IF ANY UNFORSEEN CONDITION OCCURS WHEN REINFORCING THE EXTERIOR DOORS & WINDOWS AND THE EXISTING WOOD BUCK IF ANY UNFORSEEN CONDITION OCCURS WHEN REINFORCING THE EXTERIOR DOORS & WINDOWS AND THE EXISTING WOOD BUCK EXCEED 1\" IN THICKNESS, AND THE NEW WINDOWS CANNOT BE MADE WIDER. THE CONTRACTOR MUST RETAIN THE SERVICES OF A FLA. REGISTERED SPECIALTY ENGINEER TO PROVIDE AN ACCEPTABLE SOLUTION FOR WOOD BUCKS THICKER THAN 1\" OVERALL. 14. CONTRACTOR MUST COORDINATE WITH ARCHITECT THE FLOOR AREAS TO RECEIVE THE CTS RAPIDSET CONCRETE TOPPING.CONTRACTOR MUST COORDINATE WITH ARCHITECT THE FLOOR AREAS TO RECEIVE THE CTS RAPIDSET CONCRETE TOPPING.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

RAMP DOWN

AutoCAD SHX Text

RAMP UP 1:12

AutoCAD SHX Text

TC

AutoCAD SHX Text

1

AutoCAD SHX Text

TC

AutoCAD SHX Text

1

AutoCAD SHX Text

HISTORIC DESIGNATED BUILDING TO REMAIN UNDISTURBED

AutoCAD SHX Text

TC

AutoCAD SHX Text

1

AutoCAD SHX Text

TC

AutoCAD SHX Text

2

AutoCAD SHX Text

DENOTES 1 #5 VERT. WITHIN EXISTING BLOCK WALL IN CELL FILLED W/ 3000 PSI CONC. GROUT.

AutoCAD SHX Text

THIS BUCK CONNECTION MUST BE VERIFIED FOR N.O.A. COMPLIANCE BY THE SPECIALTY GLAZING ENGINEER. ALL LOADS, INCLUDING ALL CONCENTRATED LOADS INDUCED INTO THE BUCK FROM THE DOOR OR WINDOW ASSEMBLY, MUST BE ADDRESSED BY THE SPECIALTY GLAZING ENGINEER. IF ANY DEVIATION FROM THIS DETAIL OCCUR IN THE FIELD, THEN THE BUCK ANCHORAGE MUST BE DESIGNED AND PROVIDED BY A SPECIALTY ENGINEER.

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

SC

AutoCAD SHX Text

1

AutoCAD SHX Text

SC

AutoCAD SHX Text

1

AutoCAD SHX Text

SC

AutoCAD SHX Text

1

AutoCAD SHX Text

DETAIL A A S-4.3

AutoCAD SHX Text

DETAIL B B S-4.3

AutoCAD SHX Text

A/C DUCT PENETRATION ABOVE

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

A/C DUCT PENETRATION ABOVE

AutoCAD SHX Text

FRANCISCO CUELLO JR. P.E., INC. Consulting Civil/Structural Engineer 300 ARAGON AVE SUITE 205 CORAL GABLES, FL 33134 (305) 567-0125 Reg. No. 40087

S

Low Roof & 2ndFloor Framing Plan


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

65"

AutoCAD SHX Text

36"

AutoCAD SHX Text

EXISTING 2ND FLOOR FRAMING TO REMAIN

AutoCAD SHX Text

OPEN

AutoCAD SHX Text

EL: +12'-10"

AutoCAD SHX Text

T.O. PARAPET

AutoCAD SHX Text


AutoCAD SHX Text

EL: +15'-8"

AutoCAD SHX Text

T.O. PARAPET

AutoCAD SHX Text

EL: +15'-8"

AutoCAD SHX Text

T.O. PARAPET

AutoCAD SHX Text

EL: +15'-8"

AutoCAD SHX Text

T.O. PARAPET

AutoCAD SHX Text


AutoCAD SHX Text

S-4.6

AutoCAD SHX Text

1

AutoCAD SHX Text

RTU #2

AutoCAD SHX Text

Low Roof & 2nd Floor Framing Plan

AutoCAD SHX Text

S c a l e : 1/4" = 1'-0"

AutoCAD SHX Text

EXISTING COMPOSITE CONVENTIONAL FRAMED ROOF TO REMAIN, AS IS, SEE NOTE #1 BELOW.

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

S-4.6

AutoCAD SHX Text

1

AutoCAD SHX Text

EXISTING 2x8 JOISTS @ 16" c/c

AutoCAD SHX Text

RTU #1

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

E

AutoCAD SHX Text

B

AutoCAD SHX Text

E

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

RTU #3

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

S-4.0

AutoCAD SHX Text

2

AutoCAD SHX Text

S-4.3

AutoCAD SHX Text

1

AutoCAD SHX Text

C

AutoCAD SHX Text

EL: +12'-10"

AutoCAD SHX Text

T.O. PARAPET

AutoCAD SHX Text

S-4.2

AutoCAD SHX Text

2

AutoCAD SHX Text

EL: +15'-8"

AutoCAD SHX Text

T.O. PARAPET

AutoCAD SHX Text

S-4.1

AutoCAD SHX Text

2

AutoCAD SHX Text

S-4.1

AutoCAD SHX Text

1

AutoCAD SHX Text

F

AutoCAD SHX Text

F

AutoCAD SHX Text

EXISTING GABLE ROOF FRAMING TO REMAIN AS IS

AutoCAD SHX Text


AutoCAD SHX Text

D

AutoCAD SHX Text

S-4.6

AutoCAD SHX Text

2

AutoCAD SHX Text

SEE NOTE #2

AutoCAD SHX Text

SEE NOTE #2

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

SEE NOTE #2

AutoCAD SHX Text

RB-5

AutoCAD SHX Text

SEE NOTE #8

AutoCAD SHX Text

RB-2

AutoCAD SHX Text

RB-2

AutoCAD SHX Text

RB-3

AutoCAD SHX Text

RB-4

AutoCAD SHX Text

RB-2

AutoCAD SHX Text

RB-1

AutoCAD SHX Text

EXIST. 2x8 JOISTS @ 24" c/c

AutoCAD SHX Text

ROOF NOTES:

AutoCAD SHX Text

1. THE ROOF STRUCTURAL FRAMING ABOVE THE ORIGINAL DRAFTING ROOM / NEW LECTURE HALL WAS DESIGNED TO SPAN THE ENTIRE ROOM THE ROOF STRUCTURAL FRAMING ABOVE THE ORIGINAL DRAFTING ROOM / NEW LECTURE HALL WAS DESIGNED TO SPAN THE ENTIRE ROOM (;20'-0") CONTRACTOR MUST SHORE THIS AREA PRIOR TO REMOVING THE EXISTING INTERIOR WALLS WITHIN THIS SPACE. DO NOT REMOVE THESE SHORES UNTIL THIS OFFICE PERFORMS A SITE INSPECTION TO DETERMINE IT'S CURRENT STRUCTURAL ADEQUACY. 2. OUTLINE OF EXISTING A/C UNIT TO BE REMOVED. CONTRACTOR MUST NOTIFY ARCHITECT / ENGINEER IN WRITING OF ANY UNFORESEEN CONDITION OUTLINE OF EXISTING A/C UNIT TO BE REMOVED. CONTRACTOR MUST NOTIFY ARCHITECT / ENGINEER IN WRITING OF ANY UNFORESEEN CONDITION REGARDING ANY ROOF NEEDED ENCLOSURE OR ROTTING OF THE EXISTING WOOD FRAMING, FOR A SUITABLE SOLUTION BEFORE PROCEEDING WITH THE WORK. 3. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING THE WORK, THESE PLAN MUST BE USED IN CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING THE WORK, THESE PLAN MUST BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND OTHER TRADE DRAWINGS AND NOTIFY TO ARCHITECT/ENGINEER OF ANY DISCREPANCIES ENCOUNTERED IN THE FIELD. 4. EXISTING CONDITIONS ARE REPRESENTED BASED ON AVAILABLE ACCESS AND TO THE EXTENT STRUCTURAL ELEMENTS WERE OBSERVABLE AT EXISTING CONDITIONS ARE REPRESENTED BASED ON AVAILABLE ACCESS AND TO THE EXTENT STRUCTURAL ELEMENTS WERE OBSERVABLE AT THE TIME DRAWINGS WERE PREPARED, IF CONFLICTS ARE ENCOUNTERED BETWEEN CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS, CONTRACTOR MUST IMMEDIATELY CONTACT THE ARCHITECT AND ENGINEER FOR CLARIFICATION AND PROPER DIRECTIONS BEFORE PROCEEDING WITH THE WORK. 5. FOR TYPICAL ADHESIVE ANCHOR REQUIREMENTS, WHICH SHALL BE SIMPSON SET-XP HIGH STRENGTH ADHESIVE, SEE TABLE ON SHEET S-2.1. FOR TYPICAL ADHESIVE ANCHOR REQUIREMENTS, WHICH SHALL BE SIMPSON SET-XP HIGH STRENGTH ADHESIVE, SEE TABLE ON SHEET S-2.1. 6. CONTRACTOR MUST SUBMIT RTU STEEL CURB SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION CONTRACTOR MUST SUBMIT RTU STEEL CURB SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION 7. SEE CONCRETE COLUMN, BEAM AND SLAB REPAIR DETAIL ON SHEET S-2.1, CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS WHERE SEE CONCRETE COLUMN, BEAM AND SLAB REPAIR DETAIL ON SHEET S-2.1, CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS WHERE SPALLING OR ANY OTHER KIND OF DETERIORATION HAS OCCURRED AND NOTIFY ARCHITECT-ENGINEER IN WRITING PRIOR TO PROCEEDING WITH THE WORK. 8. EXAMINE ALL EXIST. STRUCTURAL WOOD MEMBERS AND NOTIFY ARCHITECT-ENGINEER OF ANY DETERIORATED MEMBER IN NEED OF REPAIR OR EXAMINE ALL EXIST. STRUCTURAL WOOD MEMBERS AND NOTIFY ARCHITECT-ENGINEER OF ANY DETERIORATED MEMBER IN NEED OF REPAIR OR REPLACEMENT. 9. PROVIDE SHORING AS STATED ON THE THE PERMITTED SHORING SHOP DRAWINGSPROVIDE SHORING AS STATED ON THE THE PERMITTED SHORING SHOP DRAWINGS

AutoCAD SHX Text

NEW RTU UNIT SUPPORT LEGEND

AutoCAD SHX Text

A (3) 2x8 WITH \"~ CARRIAGE BOLTS @ 16" c/c. (3) 2x8 WITH \"~ CARRIAGE BOLTS @ 16" c/c. B (2) 2x8 WITH \"~ CARRIAGE BOLTS @ 16" c/c. (2) 2x8 WITH \"~ CARRIAGE BOLTS @ 16" c/c. C 2x8 BLOCKING BETWEEN JOISTS. 2x8 BLOCKING BETWEEN JOISTS. D (2) L|"x4"x4"x0'-6" WITH (2) " THRU BOLTS BETWEEN ANGLES AND (2) \"~ SIMPSON WHERE-ALL BOLTS EACH ANGLE. (2) L|"x4"x4"x0'-6" WITH (2) " THRU BOLTS BETWEEN ANGLES AND (2) \"~ SIMPSON WHERE-ALL BOLTS EACH ANGLE. 58" THRU BOLTS BETWEEN ANGLES AND (2) \"~ SIMPSON WHERE-ALL BOLTS EACH ANGLE. E (1) L|x4"x4"x0'-6" WITH (2) "~ THRU BOLTS INTO JOISTS AND (2) "~ SIMPSON WEDGE-ALL BOLTS INTO BLOCK WALL. (1) L|x4"x4"x0'-6" WITH (2) "~ THRU BOLTS INTO JOISTS AND (2) "~ SIMPSON WEDGE-ALL BOLTS INTO BLOCK WALL. 58"~ THRU BOLTS INTO JOISTS AND (2) "~ SIMPSON WEDGE-ALL BOLTS INTO BLOCK WALL. 58"~ SIMPSON WEDGE-ALL BOLTS INTO BLOCK WALL. F (2) 2x12 WITH \"~ CARRIAGE BOLTS @ 12" c/c(2) 2x12 WITH \"~ CARRIAGE BOLTS @ 12" c/c

AutoCAD SHX Text

C

AutoCAD SHX Text

S-4.2

AutoCAD SHX Text

1

AutoCAD SHX Text

5

AutoCAD SHX Text

12

AutoCAD SHX Text

5

AutoCAD SHX Text

12

AutoCAD SHX Text

C

AutoCAD SHX Text

C

AutoCAD SHX Text

RB-5

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

8"~ CORE AT CENTER OF OPENING

AutoCAD SHX Text


S

High Roof Plan


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

5

AutoCAD SHX Text

12

AutoCAD SHX Text

5

AutoCAD SHX Text

12

AutoCAD SHX Text

DETAIL A A S-5.0

AutoCAD SHX Text

EXISTING GABLE ROOF BELOW TO REMAIN AS IS

AutoCAD SHX Text

EXISTING ROOF FRAMING TO REMAIN AS IS

AutoCAD SHX Text

WEATHERVANE TO BE RECONSTRUCTED VERIFY EXISTING STRUCTURAL SUPPORTS IN CONSTRUCTION PHASE, EXPOSE EXISTING STRUCTURE AS NEEDED

AutoCAD SHX Text

ROOF BELOW

AutoCAD SHX Text

ROOF BELOW

AutoCAD SHX Text

ROOF BELOW

AutoCAD SHX Text

High Roof Plan

AutoCAD SHX Text

S c a l e : 1/4" = 1'-0"

AutoCAD SHX Text

FOR ROOF NOTES SEE SHEET S-1.1

AutoCAD SHX Text


S

Schedules


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

B E A M S C H E D U L E

AutoCAD SHX Text

ELEV

AutoCAD SHX Text

TOP OF

AutoCAD SHX Text

BEAM

AutoCAD SHX Text

MARK

AutoCAD SHX Text

(IN.)

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

REINFORCING

AutoCAD SHX Text

T

AutoCAD SHX Text

B

AutoCAD SHX Text

E

AutoCAD SHX Text

C

AutoCAD SHX Text

SPACING

AutoCAD SHX Text

STIRRUPS

AutoCAD SHX Text

No.

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

RB-1

AutoCAD SHX Text

8"x15"*

AutoCAD SHX Text

2 #5

AutoCAD SHX Text

@ 6" c/c.

AutoCAD SHX Text

3

AutoCAD SHX Text

2 #5

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

B L O C K W A L L S C H E D U L E

AutoCAD SHX Text

MARK

AutoCAD SHX Text

THICKNESS

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

HORIZONTAL

AutoCAD SHX Text

9 GAGE JOINT REINF. @16" c/c, LADDER TYPE

AutoCAD SHX Text

#5 @ 48" c/c

AutoCAD SHX Text

BW-1

AutoCAD SHX Text

8"

AutoCAD SHX Text

%%uT Y P I C A L B E A M D I A G R A M

AutoCAD SHX Text

BOTTOM BAR

AutoCAD SHX Text

STD. HOOKS

AutoCAD SHX Text

THRUOUT

AutoCAD SHX Text

L1/3

AutoCAD SHX Text

TOP BAR

AutoCAD SHX Text

"C" BAR

AutoCAD SHX Text

"E" BAR

AutoCAD SHX Text

L1

AutoCAD SHX Text

OR

AutoCAD SHX Text

WHICHEVER IS GREATER

AutoCAD SHX Text

1 \" COVER ALL SIDES

AutoCAD SHX Text

STIRRUPS AS SCHEDULED

AutoCAD SHX Text

LAP 24 BAR DIA.

AutoCAD SHX Text

OR

AutoCAD SHX Text

WHICHEVER IS GREATER

AutoCAD SHX Text

L1/3

AutoCAD SHX Text

L2/3

AutoCAD SHX Text

TOP BAR

AutoCAD SHX Text

L2

AutoCAD SHX Text

L2/3

AutoCAD SHX Text

CANT.

AutoCAD SHX Text

BOTTOM BAR

AutoCAD SHX Text

"C" BARS ARE TOP BARS AT NON-CONTINUOUS ENDS. "E" BARS ARE TOP BARS OVER RIGHT INTERIOR SUPPORTS. TOP BARS CALLED FOR AS CONTINUOUS, WHEN SPLICED, SHALL BE SPLICED IN THE MIDDLE THIRD OF THE SPAN.

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

REINFORCEMENT

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

MARK

AutoCAD SHX Text

FOOTING SCHEDULE

AutoCAD SHX Text

WM-16

AutoCAD SHX Text

16"x16"

AutoCAD SHX Text

2 #5 BOTT CONT.

AutoCAD SHX Text

* VERIFY IN FIELD

AutoCAD SHX Text

9 GAGE JOINT REINF. @16" c/c, LADDER TYPE

AutoCAD SHX Text

#5 @ 40" c/c

AutoCAD SHX Text

BW-2

AutoCAD SHX Text

8"

AutoCAD SHX Text

MARK

AutoCAD SHX Text

C O L U M N S C H E D U L E

AutoCAD SHX Text

REINFORCEMENT

AutoCAD SHX Text

VERTICAL

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

TIES

AutoCAD SHX Text

SC 1

AutoCAD SHX Text

4 #5

AutoCAD SHX Text

#3 @ 8" c/c

AutoCAD SHX Text

8"x8"

AutoCAD SHX Text

TC 1

AutoCAD SHX Text

4 #5

AutoCAD SHX Text

#3 @ 8" c/c

AutoCAD SHX Text

8"x16"

AutoCAD SHX Text

+8'-4"*

AutoCAD SHX Text

TC 2

AutoCAD SHX Text

6 #5

AutoCAD SHX Text

#3 @ 8" c/c

AutoCAD SHX Text

13"x16"

AutoCAD SHX Text

RB-2

AutoCAD SHX Text

RB-3

AutoCAD SHX Text

RB-4

AutoCAD SHX Text

RB-5

AutoCAD SHX Text

+9'-2"

AutoCAD SHX Text

+9'-4"*

AutoCAD SHX Text

+9'-0"

AutoCAD SHX Text

+8'-11"

AutoCAD SHX Text

8"x12"*

AutoCAD SHX Text

8"x16"*

AutoCAD SHX Text

8"x30"

AutoCAD SHX Text

8"x8"*

AutoCAD SHX Text

2 #5

AutoCAD SHX Text

2 #5

AutoCAD SHX Text

2 #5

AutoCAD SHX Text

2 #5

AutoCAD SHX Text

2 #5

AutoCAD SHX Text

2 #5

AutoCAD SHX Text

2 #5

AutoCAD SHX Text

2 #5

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

3

AutoCAD SHX Text

@ 4" c/c.

AutoCAD SHX Text

@ 6" c/c.

AutoCAD SHX Text

@ 12" c/c.

AutoCAD SHX Text

@ 4" c/c.

AutoCAD SHX Text

* VERIFY IN FIELD

AutoCAD SHX Text

* VERIFY IN FIELD

AutoCAD SHX Text

* VERIFY IN FIELD

AutoCAD SHX Text

POUR MONOLITHIC WITH SLAB

AutoCAD SHX Text

TC 1

AutoCAD SHX Text

SC 1

AutoCAD SHX Text

TC 2

AutoCAD SHX Text

#3

AutoCAD SHX Text

COLUMN BAR-ARRANGEMENT DIAGRAMS

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

N.T.S.

AutoCAD SHX Text

TYPICAL CONCRETE COLUMN AND FOOTING DETAIL

AutoCAD SHX Text

X

AutoCAD SHX Text

REINF'G, AS

AutoCAD SHX Text

FOOTING SIZE &

AutoCAD SHX Text

REINF'G

AutoCAD SHX Text

100%

AutoCAD SHX Text

X

AutoCAD SHX Text

SCHEDULED.

AutoCAD SHX Text

MAXIMUM SLOPE 1 IN 6

AutoCAD SHX Text

STD. 90%%d HOOK

AutoCAD SHX Text

3"

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

X

AutoCAD SHX Text

3"

AutoCAD SHX Text

3"

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

X

AutoCAD SHX Text

BEAM

AutoCAD SHX Text

BEAM

AutoCAD SHX Text

100%

AutoCAD SHX Text

REINF'G

AutoCAD SHX Text

LAP SPLICING SHALL

AutoCAD SHX Text

STD. 90%%d HOOK

AutoCAD SHX Text

THE LARGER BAR.

AutoCAD SHX Text

3"

AutoCAD SHX Text

1/2"

AutoCAD SHX Text

1

AutoCAD SHX Text

3"

AutoCAD SHX Text

NOT BE LESS THAN

AutoCAD SHX Text

CLASS "B" SPLICE

AutoCAD SHX Text

CLASS "B" SPLICE

AutoCAD SHX Text

COLUMN SIZE, REINF'G, AS NOTED IN COLUMN SCHEDULE. FOR COL. TIES, SEE TYPICAL COLUMN DETAILS.

AutoCAD SHX Text

2 #5 INTERM.

AutoCAD SHX Text


±

S

Concrete RepairDetails


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

#6

AutoCAD SHX Text

#7

AutoCAD SHX Text

#5

AutoCAD SHX Text

#4

AutoCAD SHX Text

BAR SIZE.

AutoCAD SHX Text

DRILL BIT DIAMETER. (d)

AutoCAD SHX Text

EMBEDMENT DEPTH. (e)

AutoCAD SHX Text

SPLICE LENGTH. (s)

AutoCAD SHX Text

}"

AutoCAD SHX Text

["

AutoCAD SHX Text

]"

AutoCAD SHX Text

1"

AutoCAD SHX Text

4\"

AutoCAD SHX Text

6"

AutoCAD SHX Text

7"

AutoCAD SHX Text

8"

AutoCAD SHX Text

2'-0"

AutoCAD SHX Text

2'-6"

AutoCAD SHX Text

3'-0"

AutoCAD SHX Text

3'-6"

AutoCAD SHX Text

PROPOSED REBAR TO BE ANCHORED IN CONCRETE.

AutoCAD SHX Text

EDGE/TOP OF CONCRETE.

AutoCAD SHX Text

FILL WITH SIMPSON SET-XP HIGH STRENGTH ANCHORING ADHESIVE. CONTRACTOR MUST FOLLOW MANUFACTURER"S SPECIFICATIONS.

AutoCAD SHX Text

ADHESIVE REBAR ANCHORS TYPICAL REQUIREMENTS.

AutoCAD SHX Text

A S-2.1

AutoCAD SHX Text

METAL BRUSH CLEAN ALL EXPOSED BARS AND COVER WITH A RUST INHIBITING PAINT

AutoCAD SHX Text

APPLY BONDING AGENT BETWEEN NEW & EXISTING CONCRETE

AutoCAD SHX Text

EXISTING SPALLED STRUCTURAL CONCRETE SLAB

AutoCAD SHX Text

TYPICAL CONCRETE

AutoCAD SHX Text

SCALE : 1\" = 1'-0"

AutoCAD SHX Text

SLAB REPAIR DETAIL

AutoCAD SHX Text

EXISTING CONCRETE COLUMN

AutoCAD SHX Text

APPLY BONDING AGENT BETWEEN NEW AND EXIST. CONC.

AutoCAD SHX Text

REMOVE ALL SPALLED LOOSE CONC. PLUS 1" ALL AROUND EXPOSED BAR

AutoCAD SHX Text

FILL ALL VOIDS WITH A HIGH STRENGTH GROUT (4000 PSI MIN.) APPROVED PRODUCT: SIKATOP 123 PLUS (OR APPROVED EQUAL)

AutoCAD SHX Text

BRUSH CLEAN ALL EXPOSED BARS AND COVER WITH A RUST INHIBITING PAINT

AutoCAD SHX Text

NOTE: IF ANY EXPOSED BAR HAS IF ANY EXPOSED BAR HAS LOST MORE THAN 20% OF ITS AREA, A SAME SIZE BAR MUST BE SPLICED AND A TENSION SPLICE LENGTH MUST BE OBTAINED BEYOND THE DAMAGED AREA.

AutoCAD SHX Text

SCALE : 1\" = 1'-0"

AutoCAD SHX Text

FILL (GUNITE) ALL VOIDS WITH 4000 PSI CONC. MIN. (SIKAGUNITE OR APPROVED EQUAL)

AutoCAD SHX Text

APPLY BONDING AGENT BETWEEN NEW AND EXIST. CONC.

AutoCAD SHX Text

EXIST. CONC. TIE BEAM

AutoCAD SHX Text

REMOVE ALL SPALLED LOOSE CONC. PLUS 1" ALL AROUND EACH EXPOSED BAR

AutoCAD SHX Text

BRUSH CLEAN ALL EXPOSED BARS AND COVER WITH A RUST INHIBITING PAINT

AutoCAD SHX Text

NOTE: IF ANY EXPOSED IF ANY EXPOSED BAR HAS LOST MORE THAN 20% OF ITS AREA, A SAME SIZE BAR MUST BE SPLICED AND A TENSION SPLICE LENGTH MUST BE OBTAINED BEYOND THE DAMAGED AREA.

AutoCAD SHX Text

EXISTING 2nd FLOOR OR ROOF FRAMING

AutoCAD SHX Text

SCALE : 1\" = 1'-0"

AutoCAD SHX Text

TYPICAL COLUMN REPAIR DETAIL

AutoCAD SHX Text

TYPICAL TIE BEAM REPAIR DETAIL

AutoCAD SHX Text

USE TENSION SPLICE AS FOLLOW:

AutoCAD SHX Text

#5 = 36" #6 = 43" #7 = 58"

AutoCAD SHX Text

USE TENSION SPLICE AS FOLLOW:

AutoCAD SHX Text

#5 = 36" #6 = 43" #7 = 58"

AutoCAD SHX Text

NOTE: CONTRACTOR CONTRACTOR MUST SHORE AREA TO BE REPAIRED PRIOR TO ANY DEMOLITION.

AutoCAD SHX Text

REMOVE ALL SPALLED LOOSE CONCRETE PLUS 1" ALL AROUND EXPOSED BAR

AutoCAD SHX Text

FILL ALL VOIDS WITH A HIGH STRENGTH GROUT (5000 PSI MIN.) FOR OVERHEAD APPLICATION. APPROVED PRODUCT: SIKATOP 122 PLUS OR APPROVED EQUAL

AutoCAD SHX Text

NOTE: IF ANY EXPOSED BAR HAS IF ANY EXPOSED BAR HAS LOST MORE THAN 20% OF ITS AREA, A SAME SIZE BAR MUST BE SPLICED AND A TENSION SPLICE LENGTH MUST BE OBTAINED BEYOND THE DAMAGED AREA.

AutoCAD SHX Text

CUT AN " " GROVE OVER CRACK AND APPLY EPOXY

AutoCAD SHX Text

EXISTING CRACK

AutoCAD SHX Text

STRUCTURAL SLAB

AutoCAD SHX Text

APPLY TELL TALES PORTS EVERY 12"c/c

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

STRUCTURAL SLAB

AutoCAD SHX Text

EXISTING CRACK

AutoCAD SHX Text

PLAN VEW

AutoCAD SHX Text

GRAVITY FEED INJECTION CONCRETE SLAB REPAIR DETAIL

AutoCAD SHX Text

NTS

AutoCAD SHX Text

INJECTION PORT TO BE PLACED OVER CRACK

AutoCAD SHX Text

EXISTING CRACK

AutoCAD SHX Text

STRUCTURAL SLAB

AutoCAD SHX Text

APPLY TELL TALES PORTS EVERY 12"c/c

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

CRACK

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

PLAN VEW

AutoCAD SHX Text

HORIZONTAL EPOXY INJECTION CONCRETE SLAB REPAIR DETAIL

AutoCAD SHX Text

NTS

AutoCAD SHX Text

INJECTION PORT

AutoCAD SHX Text

6"

AutoCAD SHX Text

INJECTION PORT TO BE PLACED OVER CRACKS

AutoCAD SHX Text


S

General StructuralNotes


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES GENERAL CONDITIONS: 1. THE CONTRACTOR SHALL CHECK, REVIEW AND VERIFY ALL PLANS, DIMENSIONS AND SITE CONDITIONS. IF CONDITIONS VARY FROM THAT INDICATED ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK. 2. IN CASE OF DISCREPANCY BETWEEN SCALED DRAWINGS AND INDICATED DIMENSIONS, THE INDICATED DIMENSIONS SHALL GOVERN. ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCY BEFORE PROCEEDING WITH THE WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PERFORMANCE OF THE WORK, COORDINATION WITH OTHER TRADES, CONSTRUCTION METHODS, SAFETY AND SECURITY ON THE JOB SITE. THE OWNER, ENGINEER AND/OR AGENTS OR EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD HARMLESS FROM ANY AND ALL CLAIMS, LOSSES, SUITES AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF THE WORK ON THIS PROJECT. 4. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL GOVERNMENTAL REGULATIONS REGARDING CONSTRUCTION SAFETY. ALL LOCAL GOVERNMENTAL REGULATIONS REGARDING BARRICADES, LIGHTS, SIGNALS, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SAFE AND CONVENIENT MEANS OF ACCESS AND EGRESS TO ALL PARTS OF THE OPERATION SHALL BE MAINTAINED. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES OR STRUCTURES ARE NOT GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED BEFORE STARTING WORK. EXCAVATION IN THE VICINITY OF EXISTING STRUCTURES AND UTILITIES SHALL BE CAREFULLY DONE, BY HAND IF NECESSARY. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGES TO, AND FOR MAINTENANCE AND PROTECTION OF, EXISTING UTILITIES AND STRUCTURES. THE ENGINEER SHALL BE NOTIFIED IN WRITING IF ANY CONFLICTS EXIST. 6. REFERENCE SHALL BE MADE TO THE ARCHITECTURAL, MECHANICAL, AIR CONDITIONING AND ELECTRICAL DRAWINGS FOR LOCATION, SIZE, AND DETAILS OF OPENINGS, RECESSES, PROJECTIONS, BEVELS, PITCHES, INSERTS, SLEEVES, CONDUITS, PIPING SLOT, ETC., THAT ARE REQUIRED TO BE LOCATED AND IN PLACE BEFORE PLACING CONCRETE OR THAT INFLUENCE THE FORMING OR FINISH OF THE CONCRETE. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING BEFORE PROCEEDING WITH THE WORK. 7. OPENING IN SLABS AND WALLS FOR DUCTS AND OTHER MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE COORDINATED BY THE CONTRACTOR TO BE SURE THE OPENINGS WILL ACCOMMODATE THE ACTUAL EQUIPMENT TO BE USED. TO THE EXTENT POSSIBLE, ALL OPENING SIZES AND LOCATIONS SHALL BE PRECISELY DETERMINED EARLY IN THE JOB AND THE INFORMATION FORWARDED TO ALL SUBCONTRACTORS TO ENSURE THAT THE SUBMITTED SHOP DRAWINGS WILL REFLECT CORRECT AND COORDINATED OPENINGS. A SUITABLE NOTE SHALL BE PLACED ON ALL SHOP DRAWINGS BEFORE THEY ARE SUBMITTED TO THE ARCHITECT-ENGINEER, STATING THAT THE OPENINGS HAVE BEEN COORDINATED AND CORRECTED AS INDICATED. IF IT IS NOT POSSIBLE TO DETERMINE THE EXACT SIZE AND LOCATION OF SOME OPENINGS PRIOR TO SHOP DRAWINGS SUBMITTAL, THE CONTRACTOR SHALL SO NOTE ON SHOP DRAWINGS AS A WARNING TO SUBCONTRACTORS TO PRECLUDE DIFFICULTIES DURING CONSTRUCTION. 8. WORK IS TO BE PERFORMED CONCURRENTLY BY OTHER CONTRACTORS OR UTILITIES WITHIN THE SITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HIS WORK WITH OTHER CONTRACTORS OR UTILITY COMPANIES AND AS DIRECTED BY THE ENGINEER. 9. PROJECT DEWATERING REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. A GEOTECHNICAL ENGINEER AND HYDROLOGIST SHALL BE RETAINED BY THE CONTRACTOR TO CONSIDER THE EFFECT OF DEWATERING ON ALL STRUCTURES AND UTILITIES WITHIN THE PROJECT SITE AND THE SURROUNDING AREA OF THE PROJECT. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGES TO, AND FOR MAINTENANCE AND PROTECTION OF, EXISTING UTILITIES AND STRUCTURES WITHIN THE PROJECT SITE AND THE SURROUNDING AREA OF THE PROJECT. SCOPE OF SERVICE: THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND IS RESPONSIBLE FOR ONLY THE SPECIFIC STRUCTURAL COMPONENTS SHOWN IN THIS SET OF STRUCTURAL CONSTRUCTION DOCUMENTS. THE SERVICES OF A SPECIALTY OR DELEGATED ENGINEER, IF REQUIRED, MUST COMPLY WITH THE SCOPE OF SERVICES AS OUTLINED IN THE PROJECT CONSTRUCTION DOCUMENTS. SHOP DRAWINGS: 1. REVIEW OF SUBMITTAL IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AS PRESENTED BY THE CONTRACT DOCUMENTS. NO DETAILED CHECK OF QUANTITIES OR DIMENSIONS WILL BE MADE. 2. SHOP DRAWINGS ARE TO BE SUBMITTED IN A TIMELY MANNER ALLOWING ADEQUATE TIME FOR PROCESSING. AN AVERAGE SUBMITTAL WILL BE REVIEWED WITHIN 14 CALENDAR DAYS OF RECEIPT BY ENGINEER. ALL SUBMITTAL SHALL BE ACCOMPANIED BY A LETTER OF TRANSMITTAL, AND BEAR EVIDENCE OF CONTRACTOR'S APPROVAL. 3. SHOP DRAWINGS REQUIRING A DELEGATED PROFESSIONAL ENGINEER ARE FABRICATION AND ERECTION DRAWINGS PREPARED FOR BUT NOT LIMITED TO THE FOLLOWING ITEMS: ALUMINUM OR LIGHT GAGE STEEL EXTERIOR WALL SYSTEMS, PREFABRICATED STEEL STAIRS, HANDRAILS, PRE CAST CONCRETE COMPONENTS, POST-TENSIONING SYSTEMS,PREFABRICATED WOOD COMPONENTS, STRUCTURAL STEEL CONNECTION DETAILS, OPEN WEB STEEL JOISTS, FORM WORK AND FALSE WORK SHORING AND RESHORING. 4. SUBMIT FIVE PRINTS OF ALL SHOP DRAWINGS FOR REVIEW. SHOP DRAWINGS MUST BE CHECKED AND APPROVED BY CONTRACTOR AND SEALED BY SPECIALTY OR DELEGATED FLORIDA PROFESSIONAL ENGINEER IF REQUIRED, PRIOR TO SUBMISSION. FAILURE TO DO SO WILL BE CAUSE FOR REJECTION. 5. REPRODUCTION OF CONTRACT STRUCTURAL DRAWINGS ARE NOT TO BE SUBMITTED AS SHOP DRAWINGS. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCTS UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. 6. ALL CHANGES AND ADDITIONS MADE ON RE-SUBMITTAL MUST BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE-SUBMITTAL MUST BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. REVIEW OF THE RE-SUBMITTAL WILL BE LIMITED TO THOSE ITEMS CAUSING THE RESUBMISSION. 7. REVIEW OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY CONTRACT REQUIREMENTS, EVEN IF SUCH ITEMS ARE NOT SHOWN ON SHOP DRAWINGS. ENGINEER ASSUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS OR OMISSIONS AS A RESULT OF REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY CONTRACTOR, IRRESPECTIVE OF RECEIPT OR REVIEW OF SHOP DRAWINGS BY ENGINEER. 8. SHOP DRAWINGS NOT MEETING THE ABOVE CRITERIA OR SUBMITTED AFTER FABRICATION WILL NOT BE REVIEWED. STRUCTURAL DESIGN CRITERIA: 1. PROJECT WIND DESIGN CRITERIA SHALL BE IN ACCORDANCE WITH ASCE7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. DESIGN WIND SPEED 175 MPH, EXPOSURE C. 2. BUILDINGS DESIGNED FOR FOLLOWING SUPERIMPOSED DEAD AND LIVE LOADS: RESIDENTIAL: OFFICE: 80 PSF LL, 15 PSF DL. 3. ALL STRUCTURAL COMPONENTS AND SYSTEMS SHALL BE DESIGNED FOR SELF WEIGHT, SUPERIMPOSED DEAD LOADS, CONCENTRATED LOADS SHOWN ON PLANS, AND THE LIVE LOADS SHOWN ABOVE. CODES AND SPECIFICATIONS: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE/HIGH WIND VELOCITY (FBC) AND ALL OTHER APPLICABLE LOCAL GOVERNMENTAL CODES OR REGULATIONS. THE MOST STRINGENT REQUIREMENT SHALL GOVERN.PROJECT SHALL BE DESIGNATED A HIGH WIND VELOCITY ZONE FOR REFERENCED BUILDING CODE. 2. THE MOST STRINGENT OR COSTLY REQUIREMENTS SHALL GOVERN IF CONFLICT EXISTS BETWEEN PROJECT SPECIFICATIONS AND PROJECT GENERAL STRUCTURAL NOTES AND/OR TRADE SPECIFICATION AND PRACTICES INCLUDED AS PART OF PROJECT SPECIFICATIONS OR NOTES. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCY BEFORE PROCEEDING WITH THE WORK, AND MAKE THE FINAL DETERMINATION OF GOVERNING REQUIREMENTS. ALL REFERENCED STANDARDS, SPECIFICATIONS AND PRACTICES SHALL BE LATEST EDITION, U.O.N. DOORS, WINDOWS AND BUILDING ENVELOPE COMPONENTS: 1. DADE COUNTY (FLORIDA) PRODUCT CONTROL APPROVAL SHALL BE REQUIRED FOR ALL WINDOWS, DOORS, LOUVERS AND ALL OTHER BUILDING ENVELOPE COMPONENTS. ALL PRODUCTS SHALL BE LARGE MISSILE IMPACT RATED AND SHALL COMPLY WITH PROJECT WIND LOAD, WATER INTRUSION AND SIZE REQUIREMENTS. 2. SHOP DRAWINGS AND WIND AND STRUCTURAL CALCULATIONS SHALL BE PREPARED BY A DELEGATED PROFESSIONAL ENGINEER AND SUBMITTED FOR REVIEW. 3.SHOP DRAWINGS, DADE COUNTY PRODUCT APPROVALS AND MANUFACTURER'S ITERATURE SHALL IDENTIFY THE SPECIFIC PROJECT, SHALL LIST ALL DESIGN CRITERIA, SHALL IDENTIFY DESIGN STANDARDS USED AND SHALL SHOW ALL DETAILS NECESSARY FOR PROPER ERECTION. COMPARATIVE ANALYSIS AND EQUIVALENT ANCHOR CALCULATIONS SHALL BE SUBMITTED IF REQUIRED. 4. DOORS AND WINDOWS SHALL BE ERECTED IN A MANNER WHICH ALLOWS FOR VISUAL INSPECTION OF ALL ELEMENTS AND CONNECTIONS. SAFEGUARDS: 1. RAILINGS, STAIR-RAILINGS, HANDRAILS AND OTHER SIMILAR SAFEGUARDS SHALL BE DESIGNED PER THE REQUIREMENTS FLORIDA BUILDING CODE. 2. SHOP DRAWINGS AND MANUFACTURER'S LITERATURE SHALL IDENTIFY THE SPECIFIC PROJECT, SHALL LIST ALL DESIGN CRITERIA, SHALL IDENTIFY DESIGN STANDARDS USED AND SHALL SHOW ALL DETAILS NECESSARY FOR PROPER ERECTION. 3. SHOP DRAWINGS AND WIND (IF EXTERIOR) AND STRUCTURAL CALCULATIONS SHALL BE PREPARED BY A DELEGATED PROFESSIONAL ENGINEER AND SUBMITTED FOR REVIEW. GEOTECHNICAL: 1. COMPLETE SUBSOIL INVESTIGATION REPORT PREPARED BY PAN GEO CONSULTANS, INC, DATED AUGUST, 2018, INCLUDING REVISIONS AND ADDENDUMS IS INCORPORATED INTO STRUCTURAL GENERAL NOTES BY REFERENCE. 2. SHOULD CONDITIONS BE ENCOUNTERED THAT ARE DIFFERENT FROM SOIL EXPLORATORY RESULTS INCLUDED IN GEOTECHNICAL REPORT, THE ENGINEER SHALL BE NOTIFIED IN WRITING BEFORE PROCEEDING WITH THE WORK.

AutoCAD SHX Text

CONCRETE SLABS ON GRADE: 1. ALL CONCRETE SLABS ON GRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 302 RECOMMENDED PARCTICE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION, U.O.N. SLABS ON GRADE SHALL BE PLACED BY THE STRIP CAST METHOD. SLAB WORK SHALL BE CLASS B. 2. ALL CONCRETE SLABS ON GRADE SHALL BE A MINIMUM OF 4 INCHES THICK AND REINFORCED 6X6 - W1.4 X W1.4 GALVANIZED WELDED WIRE MESH. PROVIDE ADDITIONAL LAYER, A MINIMUM OF 2'-6" WIDE, ALONG ALL CONSTRUCTION JOINTS, ADJACENT TO WALLS AND BUILDING PERIMETER. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 3. PROVIDE KEYED CONSTRUCTION JOINTS AT COLUMN CENTER LINES, AT ALL DISCONTINUOUS OR ISOLATED AREAS AND AT CENTERS NOT EXCEEDING 20 FEET. AMOUNT OF GROUND FLOOR SLAB PLACED AT ONE TIME, BETWEEN CONSTRUCTION JOINTS, SHALL BE LIMITED TO AN AREA OF 600 SQUARE FEET AND TO A MAXIMUM LENGTH OF 30 FEET IN ONE DIRECTION.CUT JOINTS AT CENTERS NOT EXCEEDING 20'-0" AND PERPENDICULAR TO CONSTRUCTION JOINTS SHALL BE PERMITTED. CUTTING SHALL BE STARTED AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT AGGREGATE DISLODGEMENT BY SAW. COORDINATE CONSTRUCTION JOINTS WITH ARCHITECTURAL FINISHES. SHOP DRAWINGS ARE REQUIRED. 4. NO WORKMEN OR MATERIALS SHALL BE ALLOWED ON ANY CONCRETE SLAB UNTIL SUFFICIENT TIME HAS ELAPSED SO THAT FINISH WILL NOT BE DAMAGED AND CURING COMPOUND HAS DRIED. CURING COMPOUND SHALL BE PROTECTED. 5. NO TRAFFIC OR HEAVY LOADS SHALL BE ALLOWED ON ANY CONCRETE SLAB FOR A MINIMUM OF TEN (10) DAYS AFTER COMPLETION. 6. CONTRACTOR SHALL PROTECT ALL SLABS FORM DAMAGE AND SHALL REPAIR OR REPLACE DAMAGED SLAB SECTIONS AT NO COST TO THE OWNER. 7. FLOOR SLABS ON GRADE ARE TO BE PLACED ON CLEAN WELL GRADED GRANULAR NONCOHESIVE AND NON-PLASTIC FILL, COMPACTED TO AT LEAST 95% AASHTO METHOD D, T-180. PREPARE SUBGRADE AS INDICATED UNDER SITE PREPARATION. 8. PROVIDE TOOLED JOINTS MINIMUM 1 INCH DEEP, IN ALL SIDEWALKS AT A MAXIMUM SPACING OF 5 FEET ON CENTER AND ISOLATION JOINTS WITH FILLER AT A MAXIMUM SPACING OF 20 FEET ON CENTER. PROVIDE ISOLATION JOINTS WITH FILLER AT ALL CHANGES IN SIDEWALK DIRECTION. SHALLOW FOUNDATIONS: 1. FOUNDATION SIZES ARE BASED ON A ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF, BASED ON VISUAL INSPECTION. ALL FOOTINGS TO BEAR ON NATURAL ROCK AND SHALL BE FULLY EMBEDDED INTO THE NATURAL ROCK FORMATION. IF INDICATED ON STRUCTURAL DRAWINGS, FOOTINGS FOR ANCILLARY (NO BUILDINGS OR MAJOR STRUCTURES) STRUCTURES MAY BEAR ON SOIL PREPARED IN ACCORDANCE WITH THE SITE PREPARATION SECTION OF STRUCTURAL GENERAL NOTES. 2. TOP OF FOOTING ARE AT SAME ELEVATION AT JUNCTURE OF WALL FOOTING AND COLUMN FOOTING. WALL FOOTING REINFORCEMENT TO RUN CONTINUOUS THROUGH COLUMN FOOTING SLOPE TO BOTTOM OF LOWER FOOTING AT 1 VERTICAL TO 2 HORIZONTAL SLOPE. 3. ALL FOOTING SHALL BE A MINIMUM OF 2'-0" BELOW FINISH FLOOR ELEVATION OR 1'-0" BELOW FINISH GRADE, WHICHEVER IS LOWER UNLESS OTHERWISE NOTED U.O.N. CONCRETE: 1. ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS: A. BEAMS, COLUMNS, 4000 PSI @28 DAYS, W/C RATIO: 0.4 B. SLABS, FOUNDATIONS, 4000 P.S.I. AT 28 DAYS, W/C RATIO= 0.4 (EXCEPT OTHERWISE NOTED) C. ALL OTHER CONCRETE 3000 P.S.I. AT 28 DAYS D. ALL CONCRETE TO BE STANDARD WEIGHT, U.O.N. E. COARSE AGGREGATE SIZE SHALL NOT EXCEED 3/4 INCH, EXCEPT IN FOOTINGS IN WHICH AGGREGATE SIZE SHALL NOT EXCEED 1 INCH. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI-301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS AND ACI-318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE LATEST EDITION, AND ACI-305R HOT WEATHER CONCRETING, U.O.N.. CONTRACTOR SHALL MAINTAIN A COPY OF ACI-301 AT JOB SITE. 3. ADMIXTURES REQUIRE WRITTEN APPROVAL, U.O.N. 4. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES FOR THOSE INSTANCES WHEN THE CONCRETE MIGHT EXCEED 90 DEGREES F AT TIME OF PLACEMENT. CONCRETE WITHOUT AN ASTM C494-TYPE D ADMIXTURE SHALL NOT BE USED IF THE CONCRETE TEMPERATURE AT TIME OF PLACEMENT EXCEEDS 90 DEGREES F. 5. EXPOSED CONCRETE SHALL HAVE THE TOP SURFACE COATED WITH ANTI HYDRO CLEAR CURE NON-YELLOWING IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS OR AN APPROVED EQUAL. COORDINATE WITH ARCHITECTURAL FINISHES. 6. FORMS AND SHORES FOR CONCRETE SLABS AND BEAMS SHALL BE DESIGNED TO WITHSTAND THE DEAD LOAD OF THE CONCRETE AND THE CUMULATIVE LOADS OF SUPPORTING SLABS, BEAMS, PLACING EQUIPMENT, AND PERSONNEL. ALL FORM WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR ADEQUACY OF FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. FOR MULTI-STORY WORK CONTRACTOR IS TO MAINTAIN A MINIMUM OF TWO FLOORS 100 PERCENT SHORED AND TWO FLOORS 50 PERCENT SHORED. ALL BEAMS TO BE SHORED A MINIMUM OF 28 DAYS. SHOP DRAWINGS CERTIFIED BY A FLORIDA PROFESSIONAL ENGINEER ARE REQUIRED. 7. MINOR CRACKS IN CONCRETE ARE TO BE ANTICIPATED. CONTRACTOR SHALL BE RESPONSIBLE FILLING AND SEALING ALL CRACKS. CONTRACTOR SHALL SUBMIT TO ENGINEER IN WRITING LOCATION AND DESCRIPTION OF ALL CRACKS AND PROPOSED METHOD FOR REPAIRING SAID CRACKS PRIOR TO THE START OF REPAIR WORK. 8. EXPANSION JOINT FILLER SHALL BE STRIPS OF PROPER WIDTH OF FLEXIBLE, CLOSED CELL, EXPANDED POLYURETHANE, URETHANE OR POLYESTER SEALED ON BOTTOM TO PREVENT DROPOUT. 9. ALL CONSTRUCTION JOINTS INDICATED ON DRAWINGS FOR BEAMS OR SLABS SHALL BE KEYED AND BONDED. CONCRETE SURFACE TO BE BONDED SHALL BE ROUGH AND UNIFORM WITH NO LAITANCE, LOOSENED AGGREGATE OR DAMAGED CONCRETE. BONDING COMPOUND SHALL BE WELDCRETE BY LARSEN PRODUCTS CORP. FOR SLABS AND SIKADUR 35 BY SIKA CORPORATION FOR BEAMS, STRUCTURAL SLABS OR EARTH RETAINING STRUCTURES. APPLY BONDING AGENT IN STRICT ACCORDANCE WITH MANUFACTURE RECOMMENDATIONS. 10. WATERSTOPS SHALL BE 6 INCHES WIDE BY 3/16 INCH THICK EXTRUDED POLYVINYL CHLORIDE. WATERSTOPS ARE REQUIRED IN ALL SUBSURFACE VAULT/PIT AND RETAINING WALL WORK EVEN IF NOT INDICTED ON DRAWINGS. ALL JOINTS OR SPLICES TO BE HEAT FUSED.INSTALL IN STRICT ACCORDANCE WITH MANUFACTURE RECOMMENDATIONS. 11. PERFORM SLUMP TEST AND MOLD 5 TEST SPECIMENS FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF, FOR EACH CLASS OR STRENGTH OF CONCRETE PLACED EACH DAY IN ACCORDANCE WITH ASTM-C31, C39 AND C143. HOLD ONE SPECIMEN FOR TESTING AT 45 DAYS IF 28 DAY TEST DOES NOT MEET SPECIFICATIONS. 12. CONTINUOUS DOVETAIL SLOT ANCHORS SHALL BE CAST IN ALL COLUMNS AND SLABS WERE MASONRY ADJOINS SAME, UNLESS CONCRETE IS PLACED USING MASONRY SURFACE AS FORM. ANCHORS AND DOVETAIL SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. PROVIDE ONE ANCHOR AT EVERY SECOND COURSE OF BLOCK UP TO 3 STORIES AND EVERY COURSE ABOVE 3 STORIES GROUT CELLS FULL HEIGHT AT ANCHOR LOCATIONS. 13. FILL IN ALL HOLES AND OPENINGS LEFT IN CONCRETE OR MASONRY. MIX,PLACE AND CURE CONCRETE/CEMENT TO BLEND WITH IN PLACE CONSTRUCTION. PROVIDE OTHER MISCELLANEOUS FILLING REQUIRED TO COMPLETE THE WORK. 14. CONCRETE WORK SHALL BE PLUMB, TRUE TO LINE, LEVEL AND TO THICKNESS AND SIZE SPECIFIED. MINIMUM ALLOWABLE TOLERANCES FOR CONCRETE CONSTRUCTION BASED ON ACTUAL DIMENSIONS ARE AS INDICATED UNDER MASONRY SECTION OF GENERAL NOTES AND ACI-301, WHICHEVER IS MORE STRINGENT. REINFORCING STEEL: 1. REINFORCING STEEL SHALL BE DOMESTIC DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE AND CONFORMING TO THE LATEST ASTM A615 GRADE 60 SPECIFICATION. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO THE LATEST ASTM A615 SPECIFICATION. 2. PLACING AND DETAILING SHALL BE IN ACCORDANCE WITH ACI 315 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. ALL ACCESSORIES SHALL HAVE UP-TURNED LEGS AND PLASTIC DIPPED AFTER FABRICATION. 3. COLUMN DOWELS: SAME SIZE AND NUMBER AS VERTICAL ABOVE, SPLICED WITH CLASS B SPLICES OR MINIMUM 18 INCHES, U.O.N. PROVIDE STANDARD HOOKS AT ALL NON-CONTINUOUS ENDS OF VERTICAL REINFORCEMENT, EXTEND TO TOP OF BOTTOM STEEL IN FOOTINGS AND BOTTOM OF TOP STEEL IN BEAMS OR SLABS. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. 4. MINIMUM CONCRETE COVER: BOTTOM TOP SIDES FOOTINGS: 3" 2" 2" COLUMNS: - - 1\" BEAMS: 1\" 1\" 1\" INTERIOR SLABS: 1" [" 1\" EXPOSED SLABS: 1" 1\" 1\" 5. FOOTING, GRADE BEAM, BEAM AND SLAB REINFORCEMENT SHALL BE SPLICED WITH CLASS B SPLICES OR 18 INCHES MINIMUM. SPLICES FOR TOP BARS SHALL BE ONLY AT MIDDLE OF SPAN AND BOTTOM BARS ONLY AT SUPPORTS. TOP AND BOTTOM BARS AT NON-CONTINUOUS ENDS SHALL BE DETAILED TO FULLY DEVELOP BAR IN TENSION, HOOKS TO BE HORIZONTAL AT CORNERS OR INTERSECTIONS.

AutoCAD SHX Text

6. COLUMN REINFORCEMENT SPLICED BY LAPPING SHALL BE DETAILED TO FULLY DEVELOP BAR IN TENSION, U.O.N. 7. ADDED REINFORCEMENT: BOTTOM BARS START AT NON-CONTINUOUS EDGES FOR END SPAN. TOP BARS CENTERED OVER SUPPORTS; PROVIDE BARS AT OUTER AND INNER CORNERS OR INTERSECTION FACES TOP AND BOTTOM, SAME SIZE AS BEAM REINFORCEMENT, MINIMUM 36 BAR DIAMETERS OR 3'- 0". NOT REQUIRED WITH HOOKED BARS, IF HOOKS ARE OVER 2'- 0" IN LENGTH. MINIMUM PROJECT REQUIREMENTS. 8. TEMPERATURE REINFORCEMENT IN SLABS PERPENDICULAR TO MAIN STEEL IN SECOND LAYER: 4 IN. -#3 @ 12 IN., 5 IN. -#4 @ 15 IN., 6 IN,. -#4 @ 12 IN., 7 IN. AND 8 IN. -#4 @ 10 IN. ON CENTER, U.O.N.. MINIMUM LAP AT SPLICE IS 18 INCHES, STAGGER SPLICES. LINTELS: 1. DOOR AND WINDOW OPENINGS IN MASONRY WALLS TO HAVE CONCRETE LINTELS. LINTELS TO BE INTEGRAL WITH THE TIE BEAM WHEN HEAD OF THE OPENING IS 16 INCHES OR LESS BELOW, ADDITIONAL 2 # 5 BOTTOM WHERE DROPS ARE 4 INCHES OR MORE. ADD ADDITIONAL TIES AT 12 INCHES ON CENTER AROUND DROP REINFORCEMENT FOR DROPS OVER 6 INCHES. 2. MINIMUM LINTEL 12 INCHES DEEP WITH 2 # 5 TOP AND BOTTOM AND #3 TIES AT 5 INCHES ON CENTER FOR SPANS LESS THAN 4 FEET, 16 INCHES DEEP WITH 2 # 5 TOP AND BOTTOM WITH #3 TIES AT 7 INCHES ON CENTER CONTINUOUS FOR SPANS UP TO 8 FEET. USE HALF THE REINFORCEMENT FOR 4 INCHES WALLS. 3. MINIMUM BEARING SHALL BE 8 IN. EACH SIDE. PROVIDE ONE (1) # 5 AND GROUT BLOCK CELL AT EACH SIDE OF OPENING.LINTELS SPANNING BETWEEN COLUMNS SHALL BE INTEGRAL WITH COLUMNS. 4. PRECAST AND LINTELS OVER 8 FEET SHALL BE APPROVED BE ENGINEER AND SHOP DRAWINGS WILL BE REQUIRED MASONRY: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ACI530 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND ACI530.1 SPECIFICATION FOR MASONRY STRUCTURES. 2. PROVIDE MINIMUM TIE BEAMS 8 IN. X 12 IN. WITH 2 # 5 TOP AND BOTTOM FOR 8 INCH MASONRY WALLS, 4 IN. X 12 IN. BEAMS WITH 1 # 5 TOP AND BOTTOM FOR 4 INCH MASONRY WALLS. PROVIDE #3 TIES AT 12 INCHES ON CENTER WITH 6 ADDITIONAL TIES AT 4 INCHES ON CENTER AT ALL CORNERS AND INTERSECTIONS IN EACH DIRECTION, FOR ALL TIE BEAMS. THESE ARE MINIMUM TIE BEAM REQUIREMENTS, SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 3. TIE COLUMNS SHALL BE A MINIMUM OF 8 X 12 IN. WITH FOUR (4) # 5 AND # 3 TIES AT 8 INCHES ON CENTER, U.O.N.. THESE ARE MINIMUM TIE COLUMN REQUIREMETS, SEE STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 4. TIE BEAMS AND TIE COLUMNS SHALL BE POURED AFTER BLOCK WALLS ARE ERECTED. 5. HORIZONTAL JOINT REINFORCEMENT SHALL BE PROVIDED, CONTINUOUS EVERY COURSE OF BLOCK, START AT TOP OF FOOTINGS, SLABS OR BEAMS. DUR-O-WAL LADUR TYPE, EXTRA HEAVY, SIZED FOR WIDTH OF SPECIFIED MASONRY WALL, OR APPROVED EQUAL. USE PREFABRICATED CORNERS AND TEES AT ALL WALL INTERSECTIONS. MINIMUM LAP SPLICE IS 12 INCHES. OVERLAP DISCONTINUES ENDS INTO COLUMNS A MINIMUM OF 12 INCHES. 6. MASONRY UNITS SHALL BE HIGH STRENGTH CONCRETE BLOCK CONFIRMING TO ASTM C90. MORTAR SHALL BE TYPE M IN ACCORDANCE WITH ASTM C270. TEST ONE SET (THREE SPECIMENS) IN ACCORDANCE WITH ASTM C270 FOR EVERY 5,000 SF OF WALL AREA. 7. GROUT FOR FILLED CELLS SHALL BE COARSE (PEA ROCK GROUT) CONFORMING TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM C39. TEST SAMPLES FOR COMPRESSION SHALL BE TAKEN EVERY THIRTY YARDS OR LESS. NO ADMIXTURES PERMITTED WITHOUT WRITTEN APPROVAL OF ENGINEER. 8. FILLED CELLS REQUIRED AT ALL CORNERS, INTERSECTIONS AND ENDS OF WALLS, INCLUDING WINDOW AND DOOR OPENINGS. ADD 1 #5 BAR AT ALL FILLED CELLS DEVELOP INTO CONCRETE AND STANDARD HOOK AT DISCONTINUOUS ENDS, MINIMUM LAP SPLICE IS 30 INCHES. 9. SEE REINFORCED MASONRY NOTES FOR ADDITIONAL REQUIREMENTS. 10. CRACKS IN MASONRY ARE TO BE ANTICIPATED. CONTRACTOR SHALL BE RESPONSIBLE FILLING AND SEALING ALL CRACKS. CONTRACTOR SHALL SUBMIT TO ENGINEER IN WRITING LOCATION AND DESCRIPTION OF ALL CRACKS AND PROPOSED METHOD FOR REPAIRING SAID CRACKS PRIOR TO THE START OF REPAIR WORK. 11. JOINT REINFORCEMENT SHOP DRAWINGS REQUIRED. 12. CONCRETE MASONRY SHALL BE PLUMB, TRUE TO LINE, WITH LEVEL COURSES ACCURATELY SPACED AND BUILT TO THICKNESS AND BOND PATTERN. ALLOWABLE TOLERANCES FOR CONCRETE MASONRY CONSTRUCTION BASED ON ACTUAL DIMENSIONS ARE AS FOLLOWS: A. VARIATION FROM PLUMB IN THE LINES AND SURFACES OF VERTICAL ELEMENTS; 1. WALLS AND ARISES: a. IN 10 FEET 1/4 INCH b. IN ANY STORY OR 20 FEET 3/8 INCH c. IN 40 FEET OR MORE 1/2 INCH 2. FOR COLUMNS, BUILDING CORNERS, CONTROL JOINTS AND OTHER CONSPICUOUS LINES: a. IN ANY STORY OR 20 FEET 1/4 INCH b. IN 40 FEET OR MORE 1/2 INCH B. VARIATION FROM THE LEVEL OR GRADES INDICATED ON THE DRAWINGS: 1. FOR BEAMS, LINTELS, SILLS, PARAPETS, HORIZONTAL GROOVES AND OTHER CONSPICUOUS LINES: a. IN 20 FEET 1/4 INCH b. IN 40 FEET OR MORE 1/2 INCH C. VARIATION OF THE LINEAR BUILDING LINES FROM ESTABLISHED POSITION IN PLAN: 1. RELATED PORTION OF COLUMNS, WALLS AND PARTITIONS: a. IN ANY BAY OR 20 FEET 1/4 INCH b. IN 40 FEET OR MORE 1/2 INCH D. VARIATION IN CROSS SECTIONAL DIMENSIONS OF COLUMNS AND IN THE THICKNESS OF WALLS SHALL BE PLUS OR MINUS 1/8 INCH. REINFORCED MASONRY: 1. MASONRY UNITS SHALL HAVE A MINIMUM PRISM STRENGTH BASED ON AVERAGE NET AREA OF 1900 PSI IN 28 DAYS IN ACCORDANCE WITH ASTM C140. MASONRY UNITS SHALL BE A MINIMUM OF 50% SOLID. 2. ONE SET OF MASONRY UNITS SHALL BE TESTED IN ADVANCE OF BEGINNING OPERATIONS AND ONE SET FIELD TESTED DURING CONSTRUCTION FOR EACH 5,000 SF OF WALL AREA. TESTING SHALL BE IN ACCORDANCE WITH ASTM C140. 3. MASONRY UNITS SHALL HAVE 3/8 INCH FULL BEDDING. MORTAR PROTRUDING INTO CELL CAVITIES, THAT ARE TO BE REINFORCED AND GROUTED, SHALL BE REMOVED. ALLOW A MINIMUM OF 24 HOURS FOR MORTAR TO CURE BEFORE PLACING GROUT. 4. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, LAP CONTINUOUS REINFORCEMENT 48 BAR DIAMETERS, U.O.N. USE BAR SPACERS IN EVERY FOURTH (4) COURSE WHERE CELLS ARE TO BE GROUTED. PROVIDE CLEANOUT AND TIE OPENINGS FOR EACH GROUTED CELL. PROVIDE 3/4 INCH DIAMETER WEEPHOLES AT A VERTICAL SPACING OF 4'-0" ON CENTER. 5. HIGH LIFT GROUTING: A) PLACE MASONRY TO A MAXIMUM HEIGHT OF TWELVE (12) FEET. B) CLEAR, UNOBSTRUCTED AND CONTINUOUS VERTICAL CELL SHALL BE A MINIMUM OF 3" INCHES BY 3" INCHES. C) PLACE GROUT IN FOUR (4) FEET LIFTS, 15 TO 60 MINUTES APART TO ALLOW FOR SETTLEMENT AND ABSORPTION OF EXCESS WATER, MAXIMUM FREE FALL SHALL NOT EXCEED EIGHT (8) FEET. D) HOLD TOP OF GROUT 1" INCHES BELOW LAST COURSE OF BLOCK FOR THAT LIFT. E) GROUT TO BE CONSOLIDATED IN PLACE BY PUDDLING, RODDING OR MECHANICAL VIBRATION. F) RECONSOLIDATE EACH LIFT BY VIBRATING SEVERAL INCHES INTO PRECEDING LIFT. G) MAXIMUM GROUT POUR IS TWELVE (12) FEET HIGH. 6. SHOP DRAWINGS ARE REQUIRED. 7. TESTING INDICATING ABOVE SHALL BE AT THE DISCRETION OF THE ENGINEER AND MUST BE WAIVED IN WRITING BY ENGINEER. FAILURE TO ADEQUATELY, AT THE DISCRETION OF THE ENGINEER, MAINTAIN ADEQUATE MATERIAL RECORDS OR PROJECT QUALITY CONTROL PROCEDURES SHALL NULLIFY WRITTEN WAIVER OF TESTING REQUIREMENTS. EXPANSION AND CHEMICAL ANCHORS: 1. ALL ANCHORS SHALL BE STAINLESS STEEL. PLATED ANCHORS SHALL BE USED ONLY WHERE SPECIFICALLY PERMITTED ON STRUCTURAL DRAWINGS. 2. EXPANSION ANCHORS SHALL HILTI KWIK BOLT OR SIMPSON WEDGE-ALL, ZINC PLATED IN ACCORDANCE WITH ASTM B633 OR STAINLESS STEEL OR APPROVED EQUAL. ADHESIVE CHEMICAL ANCHORS SHALL BE SIMPSON SET-XP, ANCHOR RODS MUST BE ASTM A193, GRADE B7.

AutoCAD SHX Text

3. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURE SPECIFICATION AND RECOMMENDATIONS. 4. MINIMUM EMBEDMENT SHALL BE CONCRETE THICKNESS MINUS 1-1/2 INCHES, USE LONGEST AVAILABLE ANCHOR THAT MAINTAINS CONCRETE COVER STATED. 5. SPACING AND EDGE DISTANCE SHALL BE AS FOLLOWS: A. AS SPECIFIED BY THE MANUFACTURE TO ATTAIN FULL LOAD CAPACITY IN SHEAR AND TENSION AND AS STATED BELOW. B. MINIMUM ANCHOR SPACING - 12 DIAMETERS. C. MINIMUM ANCHOR EDGE DISTANCE - 10 DIAMETERS. D. IF MINIMUM SPACING AND EDGE DISTANCE CANNOT BE MAINTAINED OR IF STATED/DRAWN AS LESS ON DRAWINGS, PROVIDE 4 #3, 1'-6" LONG FOR ANCHORS UP TO 5/8 INCH AND 2'-6" LONG FOR LARGER ANCHORS, REINFORCEMNT IN SQUARE PATTERN AROUND ANCHOR WITH A HORIZONTAL SPACING OF 2 INCHES. PROVIDE ONE LAYER OF REINFORCEMENT FOR ANCHORS UP TO 5/8 INCH AND 2 LAYERS FOR LARGER ANCHORS. REINFORCEMENT COVER AND VERTICAL SPACING SHALL BE 2 INCHES. PROVIDE EQUIVALENT HAIRPINS SPACED 30 DEGREES APART AND SAME LENGTH AS INDICATED ABOVE FOR ANCHORS PLACED NEAR CONCRETE EDGES. E. SPACING AND EDGE DISTANCE LESS THAN 1/2 MINIMUM IS NOT ALLOWED, EVEN IF REINFORCEMENT IS PROVIDED AS STATED ABOVE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING BEFORE PROCEEDING WITH WORK IF THESE CONDITIONS EXIST. 6. WHERE ANCHOR BOLTS ARE SET IN MASONRY WALLS, FILL 3 (ANCHOR BOLT LOCATION AND ADJACENT CELLS) BLOCK CELLS WITH COARSE GROUT TO BEAM, SLAB OR FOUNDATION ABOVE AND BELOW BLOCK CELL OPENING. 7. MINIMUM ANCHOR SIZE IF NOT INDICTED ON DRAWINGS SHALL BE 5/8 INCH DIAMETER WITH MINIMUM LENGTH AS STATED ABOVE. 8. ANCHOR BOLT HOLES THROUGH WOOD SHALL BE 1/16 INCH LARGER THAN BOLT. STRUCTURAL AND MISCELLANEOUS STEEL: 1. ALL STRUCTURAL STEEL FORGED SECTIONS TO BE DOMESTIC ASTM A-588 (FY=50000 PSI) AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND THE AISC CODE OF STANDARD PRACTICE. SHEET STEEL SHALL CONFORM TO AMERICAN IRON AND STEEL INSTITUTE SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. 2. STEEL TUBES TO BE DOMESTIC STEEL CONFORMING TO ASTM A-500, GRADE B, FY=46000 PSI. PIPE COLUMNS TO BE EXTRA STRENGTH, U.O.N. FILL PIPE AND TUBE COLUMNS WITH 3,000 PSI CONCRETE. PROVIDE ONE 1/4 INCH WEEPHOLE IN COLUMN AT 3 INCHES FROM TOP AND BOTTOM AND ONE AT MIDHEIGHT. ALL STEEL TUBES, STEEL PIPE COLUMNS AND BASE PLATES SHALL HOT DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH AISC AND COATING ASTM DESIGNATION G185. 3. BOLTS TO BE HIGH STRENGTH (ASTM-A325) 3/4 INCHES DIAMETER, UNLESS OTHERWISE SPECIFIED. PROVIDE MATCHING H.S. NUTS AND WASHERS. 4. ALL ANCHORS AND ANCHOR BOLTS EMBEDDED IN CONCRETE SHALL BE HOP DIPPED GALVANIZED AND CONFORMING TO ASTM A-36 SPECIFICATION, U.O.N.. PROVIDE NUTS AND WASHERS SAME FINISH AS ANCHORS AND/ OR ANCHOR BOLTS. 5. ALL WELDING TO BE DONE BY CERTIFIED WELDERS IN ACCORDANCE WITH AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE-STEEL D1.1, SPECIFICATION FOR WELDING SHEET STEEL IN STRUCTURES D1.3, STRUCTURAL WELDING CODE-REINFORCING STEEL D1.4. ELECTRODES SHALL BE E-70 SERIES, LOW HYDROGEN. AFTER ERECTION AND FIELD OBSERVATION IF REQUIRED, CLEAN WELDS AND TOUCH UP PAINT IN ACCORDANCE WITH PARAGRAPH 8 BELOW. 6. SEE THE FOLLOWING NOTES FOR ADDITIONAL APPLICABLE REQUIREMENTS; STEEL JOISTS, STEEL DECKS AND REINFORCING STEEL. 7. WHERE REACTION VALUES ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS, THE CONNECTIONS SELECTED SHALL DEVELOP THE MEMBER IN SHEAR AND SHEAR AND MOMENT FOR MC MOMENT CONNECTION. 8. STEEL BEARING ON STEEL TO BE WELDED THERETO, EXCEPT AT EXPANSION JOINTS. 9. SHOP COAT ALL STRUCTURAL STEEL WITH RUSTOLEUM "769" RED PRIMER, OR APPROVED EQUAL, U.O.N., MINIMUM 4 MIL. DRY FILM THICKNESS. 10. FOR MISCELLANEOUS STEEL NOT SHOWN ON THESE DRAWINGS SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. 11. REFER TO ARCHITECTURAL PLANS FOR FIREPROOFING OF STRUCTURAL STEEL MEMBERS. 12. SHOP DRAWINGS ARE REQUIRED. SHOP DRAWINGS SHALL IDENTIFY THE SPECIFIC PROJECT, LIST ALL DESIGN CRITERIA, LIST ALL MATERIAL SPECIFICATIONS AND SHOW ALL STRUCTURAL STEEL CONNECTIONS AND ERECTION REQUIREMENTS. CONNECTION DETAILS AND DESIGN CALCULATIONS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER WHO PREPARED THEM. FORMWORK A) SHORING DRAWINGS SHALL BE SUBMITTED FOR ALL ELEVATED STRUCTURAL SHORING DRAWINGS SHALL BE SUBMITTED FOR ALL ELEVATED STRUCTURAL COMPONENTS, INCLUDING BUT NOT LIMITED TO BEAMS AND SLABS, FOR REVIEW AND APPROVAL BY THE ARCHITECT/ENGINEER DESIGN, ERECTION AND REMOVAL OF ALL SHORING SHALL MEET REQUIREMENTS AS SPECIFIED IN ACI STANDARDS 301 AND 347. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A NEW YORK REGISTERED PROFESSIONAL ENGINEER. DRAWINGS SHALL CLEARLY INDICATE LOADS USED IN DESIGN AS WELL AS SEQUENCING AND TIMING RELATING TO ALL SHORING AND RE-SHORING WORK. SHALL BE ALLOWED TO PROCEED WITHOUT A PRIOR APPROVAL OF THE SUBMITTAL, UNLESS NOTED OTHERWISE ON THE APPROVED DRAWINGS, FORMS SHALL NOT BE REMOVED PRIOR TO STRUCTURAL CONCRETE REACHING A MINIMUM OF TWO-THIRDS (COLUMNS) OR THREE-QUARTERS (BEAMS AND SLABS) OF ITS SPECIFIED 28-DAYS COMPRESSIVE STRENGTH. DELEGATED SHORING ENGINEER OR AN AUTHORIZED REPRESENTATIVE SHALL BE REQUIRED TO INSPECT ERECTED SHORING TO ENSURE AS-BUILT CONDITIONS REFLECT THE DESIGN INTENT. DELEGATED ENGINEER SHALL BE REQUIRED TO PROVIDE SIGNED AND SEALED WRITTEN REPORTS PRIOR TO ALL CONCRETE POURS VERIFYING THAT THE WORK WAS OBSERVED TO BE IN COMPLIANCE WITH THE DRAWINGS. DETAILS AND SECTIONS ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL (WHETHER OR NOT NOTED AS SUCH) AND SHALL BE ASSUMED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, UNLESS A DIFFERENT DETAIL, OR A SECTION, IS SHOWN. STRUCTURAL WOOD: 1. ALL WOOD DESIGN, FABRICATION AND CONSTRUCTION SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, NATIONAL FOREST PRODUCTS ASSOCIATION. 2. ALL STRUCTURAL WOOD TO BE SOUTHERN PINE NO.1 OR DOUGLAS FIR-LARCH NO. 1, OR BETTER. WOOD TO BE AIR DRIED, WELL SEASONED AND GRADE MARKED AT MILL. 3. WOOD TO CONFORM TO RULES OF THE MANUFACTURER'S ASSOCIATION UNDER WHOSE RULES THE LUMBER IS PRODUCED. 4. ALL STRUCTURAL WOOD TO BE SURFACED FOUR (4) SIDES (S-4-S) WITH A MINIMUM ALLOWABLE FIBER STRESS IN BENDING OF 1350 P.S.I. AND A MAXIMUM MOISTURE CONTENT OF 19%. 5. ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, MASONRY, STUCCO OR OTHER CEMENTITIOUS MATERIALS SHALL BE TREATED TO COMPLY WITH AWPA STANDARD LP-2. 6. ALL BOLTS SHALL BE ASTM A307. ALL BOLT HOLES 1/16 INCH LARGER THAN BOLT. 7. ALL CONNECTORS INCLUDING NAILS, BOLTS, WASHERS AND NUTS SHALL BE HOT DIPPED GALVANIZED, U.O.N. 8. PLYWOOD SHALL BE IDENTIFIED WITH GRADE-TRADEMARK OF APA AND MEET THE REQUIREMENTS OF PRODUCT STANDARD PS-1. 9. ROOF SHEATHING OVER PREFAB TRUSSES OR RAFTERS SPACED AT A MAXIMUM OF 24 INCHES ON CENTER SHALL BE A MINIMUM OF 3/4 INCH CD G-2 EXT-APA. INSTALL WITH FACE GRAIN ACROSS SUPPORTS WITH PLY CLIPS AND CONTINUOUS OVER 2 SUPPORTS. NAIL AT 4 INCHES ON CENTER ALONG PANEL EDGES AND INTERMEDIATE SUPPORTS, 2\" AT DIAPHRAGM BOUNDARIES WITH GALVANIZED 10d ANNULAR RING NAILS. 10. FLOOR SUBFLOOR OVER PREFAB TRUSSES OR JOISTS AT 24 INCHES ON CENTER MAXIMUM SHALL BE A MINIMUM OF 3/4 INCH CD G-1 EXT-APA. INSTALL WITH FACE GRAIN ACROSS SUPPORTS WITH EDGE BLOCKING AND CONTINUOUS OVER 2 SUPPORTS. NAIL AT 3 INCHES ON CENTER ALONG PANEL EDGES AND AT INTERMEDIATE SUPPORTS WITH GALVANIZED 10d COMMON NAILS. STAGGER NAILING WHEN TWO LAYERS OF PLYWOOD ARE SPECIFIED IN STRUCTURAL DRAWINGS. 11. STORE ALL LUMBER AND PLYWOOD ABOVE GRADE OR FLOOR AND PROTECTED FROM WEATHER.

AutoCAD SHX Text


S

Sections & Details


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

EXIST. MASONRY BLOCK WALL PARAPET

AutoCAD SHX Text

EXIST. ROOF CONVENTIONAL FRAMING TO REMAIN.

AutoCAD SHX Text

EXISTING CONC. TIE BEAM

AutoCAD SHX Text

NEW 8"x12" CONC. TIE BEAM/HEADER REINF. W/ 2 #5 T. & B. AND #3 @ 4" c/c (RB-2)

AutoCAD SHX Text

EXISTING 2x8 RAFTERS @ 16" c/c TO REMAIN AS IS

AutoCAD SHX Text

NEW 8"x8" CONC. CAP REINF. W/ 2 #5 CONT.

AutoCAD SHX Text

EXISTING CONC. FOOTING

AutoCAD SHX Text

NEW |" EXP. JOINT MATERIAL

AutoCAD SHX Text

EXIST. CONC. GROUND FLOOR SLAB

AutoCAD SHX Text

NEW 1 #5 VERT. BEYOND. SEE DETAIL A/S-4

AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

2

AutoCAD SHX Text

S-4.0

AutoCAD SHX Text

EXISTING HANGER

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

SCALE: 1\"= 1'-0"

AutoCAD SHX Text

A

AutoCAD SHX Text

S-4.0

AutoCAD SHX Text

NEW 4" CONC. SLAB ON GRADE REINF. W/ 6x6-W1.4xW1.4 WELDED WIRE MESH

AutoCAD SHX Text

VAPOR BARRIER

AutoCAD SHX Text

WELL COMPACTED FILL

AutoCAD SHX Text

ADD 1 #4 x 2'-0" DOWELS @ 18" c/c

AutoCAD SHX Text

DRILL "~ HOLES x 4\" DEEP AND 58"~ HOLES x 4\" DEEP AND FILL WITH SIMPSON SET ANCHORING ADHESIVE

AutoCAD SHX Text

EXISTING CONCRETE SLAB ON GRADE

AutoCAD SHX Text

[" POLISHED CONCRETE TOPPING, SEE ARCH. (TYP.)

AutoCAD SHX Text

SCALE: "= 1'-0"34"= 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

1

AutoCAD SHX Text

S-4.0

AutoCAD SHX Text

NEW 4" CONC. SLAB ON GRADE REINF. W/ 6x6-W1.4xW1.4 WELDED WIRE MESH

AutoCAD SHX Text

OUTLINE OF EXISTING SLAB TO BE REMOVED

AutoCAD SHX Text

\" EXPANSION JOINT MATERIAL

AutoCAD SHX Text

EXISTING BLOCK WALL

AutoCAD SHX Text

VAPOR BARRIER

AutoCAD SHX Text

EXISTING COMPACTED FILL

AutoCAD SHX Text

EXISTING CONCRETE FOOTING

AutoCAD SHX Text


S

Sections & Details


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

1

AutoCAD SHX Text

S-4.1

AutoCAD SHX Text

SHORE EXISTING ROOF PRIOR TO ANY DEMOLITION

AutoCAD SHX Text

8"x16" CONC. BEAM REINF. WITH 2 #5 T. & B. AND #3 @ 6" c/c (RB-3)

AutoCAD SHX Text

EXISTING CONVENTIONALLY COMPOSITE FRAMED ROOF TO REMAIN AS IS.

AutoCAD SHX Text

EXISTING CONC. TIE BM.

AutoCAD SHX Text

EXISTING BLOCK PARAPET TO REMAIN AS IS.

AutoCAD SHX Text

EXISTING 2x8 JOISTS @ 24" c/c TO REMAIN AS IS

AutoCAD SHX Text

ADD \"~ WEDGE-ALL BOLTS @ 16" c/c, 3\" EMBEDMENT.

AutoCAD SHX Text

NEW 4" MIN. CONC. SLAB ON GRADE REINF. WITH 6x6-W1.4xW1.4 W.W.MESH

AutoCAD SHX Text

PROVIDE DOUBLE WIRE MESH ABOVE STEM WALL

AutoCAD SHX Text

EXISTING BLOCK WALL TO BE REMOVED.

AutoCAD SHX Text

EXISTING FOOTING

AutoCAD SHX Text

ROOF SLOPE 1:12

AutoCAD SHX Text

EL: -0'-["

AutoCAD SHX Text

T.O. EXIST. GROUND

AutoCAD SHX Text

FLOOR SLAB

AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

2

AutoCAD SHX Text

S-4.1

AutoCAD SHX Text

EXISTING ROOF SHEATHING

AutoCAD SHX Text

1 #5 CONT.

AutoCAD SHX Text

PROVIDE BUILDING PAPER AS NEEDED

AutoCAD SHX Text


AutoCAD SHX Text

NEW 8"x30" CONC. TIE BEAM REINF. WITH 2 #5 T. & B., 2 #5 INTERM. AND #3 @ 12" c/c (RB-4)

AutoCAD SHX Text

NEW \" CDX PLYWOOD WITH 8d NAILS @ 6" c/c ALL SUPPORTS

AutoCAD SHX Text

2ND POUR

AutoCAD SHX Text

ADD #4 VERT. @ 16" c/c

AutoCAD SHX Text

NEW 8"x8" STARTER COLUMN SC-1 BEYOND. SEE COLUMN SCHEDULE

AutoCAD SHX Text

PROVIDE DOUBLE WIRE MESH ABOVE FOOTING

AutoCAD SHX Text

NEW 4" MIN. CONC. SLAB ON GRADE REINF. WITH 6x6-W1.4xW1.4 W.W.MESH.

AutoCAD SHX Text

VAPOR BARRIER

AutoCAD SHX Text

WELL COMPACTED FILL

AutoCAD SHX Text

WM-16, SEE FOOTING SCHEDULE

AutoCAD SHX Text

EL: -0'-["

AutoCAD SHX Text

EL: -0'-8\"

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text

VAPOR BARRIER

AutoCAD SHX Text

WELL COMPACTED FILL

AutoCAD SHX Text

ADD 2x8 AT JOIST IF NEEDED

AutoCAD SHX Text

EL: +9'-0" T.O. BEAM (V.I.F.)

AutoCAD SHX Text

T.O. EXIST. GROUND

AutoCAD SHX Text

FLOOR SLAB

AutoCAD SHX Text

(V.I.F.)

AutoCAD SHX Text

(V.I.F.)

AutoCAD SHX Text


S

Sections & Details


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text


AutoCAD SHX Text

SHORE EXISTING ROOF PRIOR TO ANY DEMOLITION (TYP.)

AutoCAD SHX Text

EXISTING CONVENTIONALLY COMPOSITE FRAMED ROOF TO REMAIN AS IS.

AutoCAD SHX Text

EXISTING MASONRY BLOCK PARAPET TO REMAIN AS IS.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EXISTING CONC. SLAB TO REMAIN

AutoCAD SHX Text

EXISTING FOOTING TO REMAIN AS IS

AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

2

AutoCAD SHX Text

S-4.2

AutoCAD SHX Text

EXISTING HANGAR TO REMAIN

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

NEW 1 #5 VERT. AT JAMBS, FILL CELLS WITH 3000 PSI CONC. SEE DETAIL A/S-2.0

AutoCAD SHX Text

EL: -0'-["

AutoCAD SHX Text

T.O. GROUND FL

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

EL: +V.I.F.

AutoCAD SHX Text

T.O. FOOTING

AutoCAD SHX Text


AutoCAD SHX Text

(V.I.F.)

AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

1

AutoCAD SHX Text

S-4.2

AutoCAD SHX Text


AutoCAD SHX Text

#4 HOOKED DOWELS @ 12" c/c

AutoCAD SHX Text

(V.I.F.)

AutoCAD SHX Text

T.O. INTERIOR SLAB

AutoCAD SHX Text

EL: -0'-8\"

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text

EL: -0'-9"

AutoCAD SHX Text

T.O. GRADE

AutoCAD SHX Text

DRILL "~ HOLES x 4" 58"~ HOLES x 4" DEEP AND FILL WITH SIMPSON SET ANCHORING ADHESIVE

AutoCAD SHX Text

VAPOR BARRIER

AutoCAD SHX Text

8"x8" THICKENED EDGE WITH 1 #5 CONT.

AutoCAD SHX Text

1 #5 CONT.

AutoCAD SHX Text

4" MIN. CONC. SLAB ON GRADE REINF. WITH 6x6-W1.4 xW1.4 W.W.M.

AutoCAD SHX Text

\" EXPANSION JOINT

AutoCAD SHX Text

L|"x4"x4"x0.5" WITH (1) \"~ SIMPSON WEDGE-ALL BOLT INTO BLOCK/TB (3\" EMBEDMENT)

AutoCAD SHX Text

\" CDX PLYWOOD WITH 8d NAILS @ 6" c/c ALL SUPPORTS

AutoCAD SHX Text

EXISTING SHEATHING

AutoCAD SHX Text

NEW CONCRETE TIE COLUMN TC-1 BEYOND, SEE SCHEDULE.

AutoCAD SHX Text

EXISTING CONCRETE TIE BM

AutoCAD SHX Text

EXISTING BLOCK PARAPET

AutoCAD SHX Text

EXISTING CONC. SLAB ON GRADE

AutoCAD SHX Text

DRILL "~ HOLES x 4" 58"~ HOLES x 4" DEEP & FILL WITH SIMPSON SET ANCHORING ADHESIVE

AutoCAD SHX Text

#4 DOWELS @ 12" c/c

AutoCAD SHX Text

NEW TIE COLUMN TC-1 BEYOND

AutoCAD SHX Text

1 #5 CONT.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

8"x15" CONC. TIE BM. REINF. WITH 2 #5 T. & B. AND #3 @ 6" c/c (RB-1)

AutoCAD SHX Text

#4 HOOKED DOWEL @ 12" c/c

AutoCAD SHX Text

DRILL "~ HOLES x4" DEEP & FILL W/ 58"~ HOLES x4" DEEP & FILL W/ SIMPSON SET ANCHORING ADHESIVE

AutoCAD SHX Text

EXISTING TIE BM

AutoCAD SHX Text

EXISTING CONVENTIONALLY COMPOSITE FRAMING TO REMAIN AS IS

AutoCAD SHX Text

EXISTING BLOCK PARAPET

AutoCAD SHX Text

TRENCH DRAIN, PLEASE SEE PLUMBING PLANS

AutoCAD SHX Text

EL: +7'-0"

AutoCAD SHX Text

B.O. ROLL-UP DOOR

AutoCAD SHX Text

CONTRACTOR MUST VERIFY NEW TOP OF ROLL-UP DOOR

AutoCAD SHX Text


AutoCAD SHX Text

(2) \" ~ THRU BOLTS

AutoCAD SHX Text

EXISTING JOIST HANGER TO REMAIN

AutoCAD SHX Text

EL: -0'-["

AutoCAD SHX Text


℄

S

Sections & Details


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

1

AutoCAD SHX Text

S-4.3

AutoCAD SHX Text

EXIST. MASONRY BLOCK WALL PARAPET

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

EXISTING ROOF FRAMING TO REMAIN AS IS

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

NEW 1 #5 VERT. AT JAMBS, FILL CELLS WITH 3000 PSI CONC. SEE DETAIL A/S-4.4

AutoCAD SHX Text

SHORE EXISTING ROOF PRIOR TO ANY DEMOLITION (TYP.)

AutoCAD SHX Text

EL: -0'-["

AutoCAD SHX Text

T.O. GROUND FL

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

8" ~ CORE @ OF OPENING OF OPENING

AutoCAD SHX Text

(V.I.F.)

AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

A

AutoCAD SHX Text

S-4.3

AutoCAD SHX Text

TOP OF EXISTING SLAB

AutoCAD SHX Text

EXISTING WALL

AutoCAD SHX Text

EXISTING WALL

AutoCAD SHX Text

REMOVE PORTION OF ADDED STRUCTURE TO HEIGHT OF EXISTING OPENING.

AutoCAD SHX Text

BOTTOM OF EXISTING LINTEL

AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

B

AutoCAD SHX Text

S-4.3

AutoCAD SHX Text

EL: -0'-["

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text

EL: V.I.F.

AutoCAD SHX Text

T.O. FTG.

AutoCAD SHX Text

1 #5 DOWEL x 3'-0"

AutoCAD SHX Text

DRILL "~ HOLES x 6" 34"~ HOLES x 6" DEEP & FILL W/ SIMPSON SET-XP ANCHORING ADHESIVE

AutoCAD SHX Text

TOP OF EXISTING SLAB

AutoCAD SHX Text

TOP OF EXISTING FOOTING

AutoCAD SHX Text

1 #5 VERT. IN BLOCK CELL FILLED WITH 3000 PSI CONC. GROUT

AutoCAD SHX Text

SAW CUT ;4" EXTERIOR FACE OF BLOCK WALL TO FORM A CONTINUOUS CELLS AS SHOWN.

AutoCAD SHX Text

1 #5 DOWELS x 3'-0"

AutoCAD SHX Text

ADD 2 #5 B.

AutoCAD SHX Text

DRILL "~ HOLES x 6" DEEP 34"~ HOLES x 6" DEEP & FILL WITH SIMPSON SET-XP ANCHORING ADHESIVE

AutoCAD SHX Text

DRILL "~ HOLES x 5" DEEP 58"~ HOLES x 5" DEEP & FILL WITH SIMPSON SET-XP ANCHORING ADHESIVE.

AutoCAD SHX Text

EXISTING CONC. TIE BEAM.

AutoCAD SHX Text


AutoCAD SHX Text

EDGE OF EXISTING WALL

AutoCAD SHX Text

EXISTING 8"x8" STARTER COULMN

AutoCAD SHX Text

EL: V.I.F.

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text

EL: +8'-2" T.O. DOOR

AutoCAD SHX Text

(V.I.F.)

AutoCAD SHX Text

B

AutoCAD SHX Text

B

AutoCAD SHX Text


S

Sections & Details


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

SCALE: "= 1'-0"34"= 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

B

AutoCAD SHX Text

S-4.4

AutoCAD SHX Text

EXISTING CONCRETE TIE BEAM

AutoCAD SHX Text

DRILL "~ HOLES x 6" DEEP 34"~ HOLES x 6" DEEP & FILL WITH SIMPSON SET-XP ANCHORING EPOXY (TYP.)

AutoCAD SHX Text

1 #5 DOWELS x 3'-0" (TYP.)

AutoCAD SHX Text

NEW 8" BLOCK WALL REINF. WITH 9 GAGE JOINT. REINF. @ 16" c/c LADDER TYPE.

AutoCAD SHX Text

EXISTING CONCRETE SILL.

AutoCAD SHX Text

CHIP-OUT EXISTING SILL AS REQUIRED, LEAVE ANY EXISTING REINFORCING IN PLACE

AutoCAD SHX Text

1 #5 DOWELS x 3'-0" DOWELS (TYP.)

AutoCAD SHX Text

BREAK EXIST. WALL, INSERT 1 #5 HOOKED DOWEL AS SHOWN. FILL SOLID WITH CONC. WHEN POURING THE STARTER COL.

AutoCAD SHX Text

EXISTING BLOCK WALL

AutoCAD SHX Text

SAW CUT ;4" CONTINUOUS CELL & PROVIDE 1 #5 VERT. IN BLOCK CEL FILLED WITH CONC. GROUT. TYP.

AutoCAD SHX Text

TOP OF EXIST. FOOTING

AutoCAD SHX Text

8"x8" CONC. STARTER REINF. WITH 1 #5 VERT.

AutoCAD SHX Text

DRILL "~ HOLES x 6" 34"~ HOLES x 6" DEEP & FILL WITH SIMPSON SET-XP ANCHORING ADHESIVE

AutoCAD SHX Text

SCALE: "= 1'-0"34"= 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

C

AutoCAD SHX Text

S-4.4

AutoCAD SHX Text

EXISTING CONC. TIE BEAM.

AutoCAD SHX Text

DRILL "~ HOLE x 6" DEEP & 34"~ HOLE x 6" DEEP & FILL WITH SIMPSON SET-XP ANCHORING ADHESIVE (TYP.)

AutoCAD SHX Text

DRILL 1"~ HOLES x 6" DEEP & FILL WITH SIMPSON SET-XP ANCHORING ADHESIVE

AutoCAD SHX Text

1 #7 DOWELS x 3'-0" (TOTAL OF 2)

AutoCAD SHX Text

8"x12" CONC, TIE COLUMN REINF. WITH 4 #5 VERT. AND #3 @ 8" c/c (TC-1)

AutoCAD SHX Text

NEW 8" BLOCK WALL REINF. WITH 9 GAGE JOINT. REINF. @ 16" c/c

AutoCAD SHX Text

4 #5 DOWELS x 3'-0"

AutoCAD SHX Text

1 #5 HORIZONTAL

AutoCAD SHX Text

#4 VERT. @ 2'-0" c/c

AutoCAD SHX Text

DRILL "~ x 6" 34"~ x 6" DEEP & FILL W/ SIMPSON SET-XP ANCHORING ADHESIVE (TYPICAL AT FOOTINGS)

AutoCAD SHX Text

1 #5 DOWEL x 3'-0" (TYP. TOP & BOTT.)

AutoCAD SHX Text

8"x8" STARTER COL. REINF. WITH 1 #5 VERT.

AutoCAD SHX Text

BREAK OUTSIDE FACE OF BLOCK AS NEEDED, FILL SOLID WHEN POURING THE STARTER COLUMN.

AutoCAD SHX Text


AutoCAD SHX Text

1 #5 x 3'-0"

AutoCAD SHX Text

TOP OF EXISTING CONC. FOOTING.

AutoCAD SHX Text

1 #7 DOWELS x 3'-0" (TOTAL OF 3)

AutoCAD SHX Text

8"x16" CONC, TIE COLUMN REINF. WITH 6 #5 VERT. AND #3 @ 8" c/c (TC-2)

AutoCAD SHX Text

6 #5 DOWELS x 3'-0"

AutoCAD SHX Text

SAW CUT ;5" EXTERIOR FACE OF BLOCK CONTINUOUSLY AS SHOWN

AutoCAD SHX Text

1 #5 DOWEL x3'-0" LONG

AutoCAD SHX Text

1-#5 DOWEL x3'-0" LONG

AutoCAD SHX Text

DRILL 3/4"~ HOLES x5" DEEP AND FILL WITH SIMPSON SET-XP ANCHORING ADHESIVE.

AutoCAD SHX Text

1 #5 IN BLOCK CELL FILLED WITH 3000 PSI CONC. GROUT.

AutoCAD SHX Text

DRILL ["~ HOLES x6" DEEP AND FILL WITH SIMPSON SET-XP ANCHORING ADHESIVE.

AutoCAD SHX Text

TOP OF EXISTING FOOTING

AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

A

AutoCAD SHX Text

BOTT. OF EXISTING TIE BEAM

AutoCAD SHX Text

G

AutoCAD SHX Text

G

AutoCAD SHX Text

SECTION G-G

AutoCAD SHX Text

EXIST. BLOCK WALL

AutoCAD SHX Text

S-4.4

AutoCAD SHX Text

SCALE: "= 1'-0"34"= 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

2

AutoCAD SHX Text

S-4.4

AutoCAD SHX Text

EXISTING CONCRETE FOOTING

AutoCAD SHX Text

VAPOR BARRIER

AutoCAD SHX Text

NEW 4" SLAB ON GRADE REINF. WITH 6x6-W1.4xW1.4 W.W.M.

AutoCAD SHX Text

#4 DOWELS x 2'-0" SPACED @ 12" c/c

AutoCAD SHX Text

EXISTING FLOOR MATERIAL TO REMAIN UNDISTURBED

AutoCAD SHX Text

DRILL "~x4" DEEP AND 58"~x4" DEEP AND FILL WITH SIMPSON SET-XP ANCHORING ADHESIVE (TYP.)

AutoCAD SHX Text

EXIST. CONC. SLAB ON GRADE

AutoCAD SHX Text

8"x8" THICKENED EDGE REINF. WITH 1 #5 CONT. TYP. ALL AROUND.

AutoCAD SHX Text

112"/FT. SLOPE

AutoCAD SHX Text


S

Sections & Details


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

SCALE: "= 1'-0"34"= 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

A

AutoCAD SHX Text

S-4.5

AutoCAD SHX Text

EL: -0'-["

AutoCAD SHX Text

T.O. GROUND FL

AutoCAD SHX Text

SLAB (V.I.F.)

AutoCAD SHX Text

TOP OF FOOTING EL.

AutoCAD SHX Text

V.I.F.

AutoCAD SHX Text

#5 x 3'-0" DOWELS

AutoCAD SHX Text

CHIP-OUT EXISTING STEM WALL AS NEEDED

AutoCAD SHX Text

DRILL "~ x 5" DEEP AND 34"~ x 5" DEEP AND FILL WITH SIMPSON SET-XP ANCHORING ADHESIVE

AutoCAD SHX Text

NEW 8"x8" CONCRETE CAP REINFORCED WITH 2 #5 CONT.

AutoCAD SHX Text

1 #5 VERT. IN CELL FILLED W 3000 PSI CONC.

AutoCAD SHX Text

DRILL "~x5" DEEP AD 34"~x5" DEEP AD FILL WITH SIMPSON SET-XP ANCHORING ADHESIVE

AutoCAD SHX Text

SAW CUT ;5" FROM ONE OF BLOCK AS SHOWN

AutoCAD SHX Text

EXISTING CONCRETE TIE BEAM.

AutoCAD SHX Text

;8"x6" CONC. FILLED CELL REINF. WITH 1 #5 VERT.

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

OUTLINE OF EXISTING SLAB ON GRADE

AutoCAD SHX Text

8"x8" CAST-IN-PLACE CONC LINTEL REINFORCED WITH 2 #5 T. & B. AND #3 @ 4" c/c (RB-5)

AutoCAD SHX Text

#5 x 3'-0" DOWELS

AutoCAD SHX Text

BOTT. OF LINTEL

AutoCAD SHX Text

V.I.F.

AutoCAD SHX Text

SCALE: "= 1'-0"34"= 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

C

AutoCAD SHX Text

S-4.5

AutoCAD SHX Text

EL: -0'-["

AutoCAD SHX Text

T.O. GROUND FL

AutoCAD SHX Text

SLAB (V.I.F.)

AutoCAD SHX Text

TOP OF FOOTING EL.

AutoCAD SHX Text

V.I.F.

AutoCAD SHX Text

#5 VERT. x 3'-0" DOWELS

AutoCAD SHX Text

CHIP-OUT EXISTING STEM WALL AS NEEDED

AutoCAD SHX Text

DRILL "~ x 5" DEEP AND 34"~ x 5" DEEP AND FILL WITH SIMPSON SET-XP ANCHORING ADHESIVE

AutoCAD SHX Text

NEW 8"x8" CONCRETE CAP REINFORCED WITH 2 #5 CONT.

AutoCAD SHX Text

1 #5 VERT. IN CELL FILLED W 3000 PSI CONC.

AutoCAD SHX Text

DRILL "~x5" DEEP AD 34"~x5" DEEP AD FILL WITH SIMPSON SET-XP ANCHORING ADHESIVE

AutoCAD SHX Text

EXISTING CONCRETE TIE BEAM.

AutoCAD SHX Text

;6"x8" CONC. FILLED CELL REINF. WITH 1 #5 VERT.

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

OUTLINE OF EXISTING SLAB ON GRADE

AutoCAD SHX Text

#5 x 3'-0" DOWELS

AutoCAD SHX Text

CONNECT EACH ANCHOR TO EXISTING WALL WITH (2) 3/16" x 2" TAPCONS

AutoCAD SHX Text

22 GAGE CORRUGATE DOVETAIL ANCHORS EVERY SECOND COURSE

AutoCAD SHX Text

9 GAGE JOINT REINF., TRUSS TYPE AT EVERY SECOND COURSE.

AutoCAD SHX Text

SCALE: "= 1'-0"34"= 1'-0"

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

B

AutoCAD SHX Text

S-4.5

AutoCAD SHX Text

BLOCK-UP EXISTING DOOR OPENING WITH 8" CONCRETE MASONRY UNITS

AutoCAD SHX Text

TOP OF GROUND FLOOR SLB

AutoCAD SHX Text


S

Sections & Details


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

1

AutoCAD SHX Text

S-4.6

AutoCAD SHX Text

NEW RTU #1 & #2

AutoCAD SHX Text

16" MAX HEIGHT x 14 GAGE CURB. CONTRACTOR MUST SUBMIT SIGN & SEALED SHOP DRAWINGS & CALCULATIONS BY A FLORIDA SPECIALTY ENGINEER SHOWING THAT THE CURB CAN RESIST THE REQUIRED FBL LATERAL & UPLIFT FORCED

AutoCAD SHX Text


AutoCAD SHX Text

(2) 2x8 JOISTS WITH \"~ CARRAIGE BOLTS @ 16" c/c

AutoCAD SHX Text

CONNECTION BETWEEN RTU UNIT AND CURB PER MANUFACTURER'S SPEC'S

AutoCAD SHX Text


AutoCAD SHX Text

12 GAGE x 4" WOOD SCREWS @ 6" c/c ALL AROUND.

AutoCAD SHX Text

(3) 2x8 JOIST WITH \"~ CARRAIGE BOLTS @ 16" c/c

AutoCAD SHX Text

JOIST HANGER BY SIMPSON LUS26 (TYP.)

AutoCAD SHX Text

2x8 BLOCKING BEYOND. (TYP.)

AutoCAD SHX Text

10d NAILS @ 4" c/c (TYP.)

AutoCAD SHX Text

CUT JOIST BEYOND

AutoCAD SHX Text

SCALE : 1" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

A

AutoCAD SHX Text

S-4.6

AutoCAD SHX Text

MASONRY WALL FILL WITH CONC. GROUT.

AutoCAD SHX Text

L|"x4"x4"x0'-6" EACH SIDE OF (3) 2x8 JOIST

AutoCAD SHX Text

FILL WITH CONC. GROUT.

AutoCAD SHX Text

(2) \" ~ SIMPSON WEDGE-ALL BOLTS, 4" EMBEDMENT.

AutoCAD SHX Text

(2) "~ THRU BOLTS.58"~ THRU BOLTS.

AutoCAD SHX Text

(3) 2x8 JOISTS WITH \"~ CARRIAGE BOLTS @ 16" c/c

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

2

AutoCAD SHX Text

S-4.6

AutoCAD SHX Text

NEW RTU #3

AutoCAD SHX Text

16" MAX HEIGHT x 14 GAGE CURB. CONTRACTOR MUST SUBMIT SIGN & SEALED SHOP DRAWINGS & CALCULATIONS BY A FLORIDA SPECIALTY ENGINEER SHOWING THAT THE CURB CAN RESIST THE REQUIRED FBL LATERAL & UPLIFT FORCED

AutoCAD SHX Text

CONNECTION BETWEEN RTU UNIT AND CURB PER MANUFACTURER'S SPEC'S

AutoCAD SHX Text


AutoCAD SHX Text

12 GAGE x 4" WOOD SCREWS @ 6" c/c ALL AROUND.

AutoCAD SHX Text

EXISTING CONVENTIONAL COMPOSITE ROOF FRAMING TO REMAIN.

AutoCAD SHX Text

(2) 2x12 JOIST WITH \"~ CARRAIGE BOLTS @ 12" c/c

AutoCAD SHX Text


S N

S

Details


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

A

AutoCAD SHX Text

S-5.0

AutoCAD SHX Text

> " x 2" "LEGS" 38" x 2" "LEGS" GALVANIZED

AutoCAD SHX Text


AutoCAD SHX Text

PROPOSED WEATHERVANE TO BE RECONSTRUCTED TO MATCH EXISTING, SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION

AutoCAD SHX Text

(4) "~ x 5" LAG 38"~ x 5" LAG SCREWS EACH LEG.

AutoCAD SHX Text

EXISTING HIP MEMBERS

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

(4) "~ x 5" LAG SCREW 38"~ x 5" LAG SCREW EACH LEG

AutoCAD SHX Text

OUTLINE OF PROPOSED RECONSTRUCTED WEATHER VANE

AutoCAD SHX Text

EXISTING HIP BEAMS

AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

A-A

AutoCAD SHX Text

> " x 2" 38" x 2" GALVANIZED

AutoCAD SHX Text

SCALE : 3/4" = 1'-0"

AutoCAD SHX Text

SECTION

AutoCAD SHX Text

B

AutoCAD SHX Text

S-5.0

AutoCAD SHX Text

DRILL "~x6" DEEP HOLES 34"~x6" DEEP HOLES & FILL WITH SIMPSON SET-XP ANCHORING ADHESIVE

AutoCAD SHX Text


AutoCAD SHX Text

20"x10" OR 16"x16" A/C WALL PENETRATION

AutoCAD SHX Text

1 #5 VERT. IN BLOCK CELLS FILLED WITH 3000 PSI GROUT SEE DETAIL A/S-4.4

AutoCAD SHX Text

8"x8" CONC. SILL REINF. WITH 2 #5 CONT.

AutoCAD SHX Text

1 #5 DOWELS x 3'-0"

AutoCAD SHX Text

EL: +9'-8" (V.I.F.)

AutoCAD SHX Text


S N

E W

S

North & East ElevationWind Pressures


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

2

AutoCAD SHX Text

L

AutoCAD SHX Text

ZONE 5: +41.35 PSF -54.34 PSF

AutoCAD SHX Text

ZONE 4: +44.35 PSF -48.11 PSF

AutoCAD SHX Text

East Elevation Wind Pressures

AutoCAD SHX Text

ZONE 4: +44.21 PSF -47.97 PSF

AutoCAD SHX Text

M

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

D

AutoCAD SHX Text

Q

AutoCAD SHX Text

Q

AutoCAD SHX Text

ZONE 4: +43.91 PSF -47.66 PSF

AutoCAD SHX Text

ZONE 5: +43.46 PSF -57.60 PSF

AutoCAD SHX Text

ZONE 4: +43.46 PSF -47.22 PSF

AutoCAD SHX Text

ZONE 4: +44.35 PSF -48.11 PSF

AutoCAD SHX Text

ZONE 4: +43.49 PSF -47.24 PSF

AutoCAD SHX Text

ZONE 4: +43.18 PSF -46.94 PSF

AutoCAD SHX Text

ZONE 4: +43.18 PSF -46.94 PSF

AutoCAD SHX Text

ZONE 4: +43.18 PSF -46.94 PSF

AutoCAD SHX Text

ZONE 4: +43.18 PSF -46.94 PSF

AutoCAD SHX Text

North Elevation Wind Pressures

AutoCAD SHX Text

ZONE 5: +44.35 PSF -59.38 PSF

AutoCAD SHX Text

ZONE 5: +44.35 PSF -59.38 PSF

AutoCAD SHX Text


SN

EW

S

West & South WindPressure Elevations


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

26.75'

AutoCAD SHX Text

J

AutoCAD SHX Text

P

AutoCAD SHX Text

O

AutoCAD SHX Text

4

AutoCAD SHX Text

ZONE 4: +44.35 PSF -48.11 PSF

AutoCAD SHX Text

ZONE 4: +42.83 PSF -45.97 PSF

AutoCAD SHX Text

ZONE 5: +43.82 PSF -58.33 PSF

AutoCAD SHX Text

West Elevation Wind Pressures

AutoCAD SHX Text

ZONE 4: +44.35 PSF -48.11 PSF

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

Q

AutoCAD SHX Text

J

AutoCAD SHX Text

1

AutoCAD SHX Text

I

AutoCAD SHX Text

GT

AutoCAD SHX Text

ZONE 5: +43.82 PSF -58.33 PSF

AutoCAD SHX Text

ZONE 4: +44.35 PSF -48.11 PSF

AutoCAD SHX Text

ZONE 4: +43.49 PSF -47.24 PSF

AutoCAD SHX Text

ZONE 4: +44.35 PSF -48.11 PSF

AutoCAD SHX Text

ZONE 4: +44.35 PSF -48.11 PSF

AutoCAD SHX Text

ZONE 4: +43.49 PSF -47.24 PSF

AutoCAD SHX Text

ZONE 5: +44.35 PSF -59.38 PSF

AutoCAD SHX Text

ZONE 5: +41.54 PSF -53.77 PSF

AutoCAD SHX Text

South Elevation Wind Pressures

AutoCAD SHX Text

ZONE 5: +43.18 PSF -57.05 PSF

AutoCAD SHX Text


S

Roof Wind Pressures


Description:

THE

AB

OV

E D

RA

WIN

GS,

IDEA

S A

ND

DES

IGN

S A

RE

THE

PRO

PER

TY O

F M

AR

TIN

EZ A

LVA

REZ

UR

BA

N D

ESIG

N, A

RC

HIT

ECTU

RE

& IN

TER

IOR

DES

IGN

, IN

C.

NO

PA

RT

THER

EOF

SHA

LL B

E C

OPI

ED, D

ISC

LOSE

D T

O O

THER

S, O

R U

SED

IN C

ON

NEC

TIO

N W

ITH

AN

Y W

OR

K O

THER

TH

AN

FO

R T

HE

SPEC

IFIC

PR

OJE

CT

FOR

WH

ICH

TH

EY H

AV

E B

EEN

PR

EPA

RED

WIT

HO

UT

THE

WR

ITTE

N C

ON

SEN

T O

F TH

E A

RC

HIT

ECTS

.


U.S.A.Phone: 305-643-6958

AR 92749AA 26002213

[email protected]

Number:

Consultants:



MARTINEZALVAREZ

AA 26002213


5 / 18 / 2020

Owner:




AutoCAD SHX Text

5

AutoCAD SHX Text

12

AutoCAD SHX Text

5

AutoCAD SHX Text

12

AutoCAD SHX Text

GABLE ROOF BELOW

AutoCAD SHX Text

EXISTING FLAT ROOF FRAMING TO REMAIN AS IS

AutoCAD SHX Text

ROOF BELOW

AutoCAD SHX Text

ROOF BELOW

AutoCAD SHX Text

ROOF BELOW

AutoCAD SHX Text

High Roof Plan

AutoCAD SHX Text

S c a l e : 1/4" = 1'-0"

AutoCAD SHX Text

FOR ROOF NOTES SEE SHEET S-1.1

AutoCAD SHX Text

2B

AutoCAD SHX Text

3B

AutoCAD SHX Text

1B

AutoCAD SHX Text

2B

AutoCAD SHX Text

2B

AutoCAD SHX Text

3B

AutoCAD SHX Text

2B

AutoCAD SHX Text

3B

AutoCAD SHX Text

2B

AutoCAD SHX Text

3B

AutoCAD SHX Text

1B

AutoCAD SHX Text

2B

AutoCAD SHX Text

3B

AutoCAD SHX Text

2B

AutoCAD SHX Text

3B

AutoCAD SHX Text

3B

AutoCAD SHX Text

3B

AutoCAD SHX Text

2B

AutoCAD SHX Text

3A

AutoCAD SHX Text

2A

AutoCAD SHX Text

2A

AutoCAD SHX Text

3A

AutoCAD SHX Text

2A

AutoCAD SHX Text

1A

AutoCAD SHX Text

3A

AutoCAD SHX Text

2A

AutoCAD SHX Text

2A

AutoCAD SHX Text

3A

AutoCAD SHX Text

3A

AutoCAD SHX Text

2A

AutoCAD SHX Text

GROSS UPLIFT PRESSURES FOR ROOFING:

AutoCAD SHX Text

LOW FLAT ROOF: : a = 4.6' ZONE 1A : -40.1 PSF ZONE 2A : -67.3 PSF ZONE 3A : -103.1 PSF GABLE ROOF: : a = 3.0' ZONE 1B : -37.8 PSF ZONE 2B : -66.1 PSF ZONE 3B : -97.8 PSF HIGH FLAT ROOF: : a = 3.0' ZONE 1C : -43.4 PSF ZONE 2C : -72.8 PSF ZONE 3C : -109.6 PSF HIGH TOWER ROOF: : a = 3.0' ZONE 2D : -72.2 PSF ZONE 3D : -106.7 PSF

AutoCAD SHX Text

3D

AutoCAD SHX Text

2D

AutoCAD SHX Text

2D

AutoCAD SHX Text

3D

AutoCAD SHX Text

3D

AutoCAD SHX Text

3D

AutoCAD SHX Text

2D

AutoCAD SHX Text

2D

AutoCAD SHX Text

2C

AutoCAD SHX Text

3C

AutoCAD SHX Text

3C

AutoCAD SHX Text

1C

AutoCAD SHX Text

2C

AutoCAD SHX Text

2C

AutoCAD SHX Text

2C

AutoCAD SHX Text

3C

AutoCAD SHX Text

3C

AutoCAD SHX Text

2C

AutoCAD SHX Text

3C

AutoCAD SHX Text


THE ABOVE DRAWINGS, IDEAS AND DESIGNS ARE THE...

Documents

Transcript of THE ABOVE DRAWINGS, IDEAS AND DESIGNS ARE THE...