STRUCTURAL_DRAWING.pdf

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CALC ENGINEERING

www.calceng.com 2000 NW 89th PL. Unit 102

DORAL, FL 33172

Phone: (305) 898-9995

ENGINEERING BUSINESS

CA CERTIFICATION: 32566

MASOOD HAJALI P.E

LIC #82038

Calc Engineering

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DESIGN CRITERIA & GENERAL NOTES

S1.0 DESIGN CRITERIA & GENERAL NOTES

SHEET INDEX

S1.1 S1.2

FLOOR PLAN

FOUNDATION PLAN

1. WIND:

MEAN ROOF HEIGHT 8'-0"

BASIC WIND VELOCITY: 170 MPH (ULT)

RISK CATEGORY: II

EXPOSURE C

2. ROOF DESIGN LOADS:

DEAD LOAD: 07 PSF

LIVE LOADS: 30 PSF

1. FLORIDA BUILDING CODE 2023, 8TH EDITION, HVHZ

2. ASCE 7-22 FOR WIND ANALYSIS AND DESIGN

3. ACI 318-19

4. ADM 2020

APPLICABLE CODES

GENERAL NOTES

DESIGN CRITERIA AND LOADS

1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING AND/OR ADJACENT STRUCTURES, STREETS, AND SIDEWALKS DURING

CONSTRUCTION.

2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. SHOULD A DISCREPANCY BE FOUND STOP WORK IMMEDIATELY AND NOTIFY

OUR OFFICE.

3. CONTRACTOR SHALL WORK THE STRUCTURAL PLANS IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND

PLUMBING DRAWINGS IF APPLICABLE.

4. EXISTING STRUCTURE: CONTRACTOR SHALL REVIEW THE ORIGINAL CONSTRUCTION DRAWINGS OF THE EXISTING BUILDING PRIOR TO BIDDING

AND DURING CONSTRUCTION TO VERIFY THE EXISTING MEMBERS AFFECTED BY THE NEW CONSTRUCTION.

5. THE USE OF SCALE TO OBTAIN DIMENSIONS NOT SHOWN ON THESE PLANS IS STRICTLY FORBIDDEN. THE ENGINEER WILL NOT BE

RESPONSIBLE FOR ERRORS RESULTING FROM SUCH ACTION.

6. ALL SPECIFIED MATERIALS AND CONNECTORS CAN BE SUBSTITUTED WITH EQUAL OR BETTER, WITH THE APPROVAL OF ENGINEER OF

RECORD.

7. CONTRACTOR SHALL BE THE ONLY PARTY RESPONSIBLE FOR THE DESIGN, INSTALLATION AND DISMANTLING OF FORMING, TEMPORARY

SHORING AND/OR BRACING. PROVIDE SHOP DRAWINGS FOR REVIEW SIGNED AND SEALED BY A FLORIDA LICENSED ENGINEER.

CONTRACTORS

- O/C: ON CENETRS(S)

- W/: WITH

- SS: STAINLESS STEEL

- TYP. TYPICAL

- EA: EACH

- T.E: THICKENED EDGE

- U.T.R: UNPERMITTED TO REMAIN

- N.T.B.A. NEW TO BE ADDED

- PEN: PENETRATION

ABBREVIATIONS

1. EXISTING WINDOW/DOOR DEMOLITION AND NEW WINDOW/DOOR INSTALLATION SHALL BE DONE IN A SINGLE DAY FOR EACH UNIT.

2. WORK AREAS SHALL BE SEPARATED FROM OCCUPANTS NOT INVOLVED WITH THE CONSTRUCTION. CONTRACTOR TO PROVIDE MEANS OF

SEPARATING THESE AREAS - DO NOT ALLOW ANY ACCESS FROM OCCUPANTS UNTIL NEW WINDOWS/DOORS ARE FULLY INSTALLED AND INSPECTED.

3. ALL LIFE SAFETY SYSTEMS SHALL REMAIN ACTIVE AND FULLY OPERATIONAL DURING RAILING CONSTRUCTION AS PER NFPA 1 (2018) CHAPTER 16.

4. WHERE THE BUILDING IS PROTECTED BY FIRE PROTECTION SYSTEMS, SUCH SYSTEMS SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES

DURING ALTERATION AS PER NFPA 1 (2018) CHAPTER 16.4.4-16.4.4.6.

5. ALL DESIGNATED EGRESS SHALL REMAIN UNOBSTRUCTED THROUGHOUT THE DURATION OF THE PROJECT AS PER NFPA 101 (2018) CHAPTER

7 AND 4.6.10.

6. CONTRACTOR SHALL REMOVE ANY MATERIALS AND DEBRIS PRODUCT OF DEMOLITION FROM JOB SITE. PROVIDE APPROVED DUMPSTER OR

COMPLETELY REMOVE FROM PROPERTY.

7. ESTIMATED JOB COMPLETION TIME: (1) DAY PER UNIT INCLUDING DEMOLITION AND NEW WINDOW/DOOR INSTALLATION. COORDINATE SAME

DAY INSPECTION WITH THE BUILDING DEPARTMENT AND/OR THE SPECIAL INSPECTOR.

LIFE SAFETY AND FIRE PROTECTION NOTES

SCALE: NTS

AERIAL VIEW - SCOPE OF WORKN

1. STRUCTURALTUBES, ANGLES, CHANNELS AND PLATES 6061 - T6.

2. ALL WELDS TO USE 5356 FILLER AND SHALL COMPLY WITH AWS STANDARDS.

3. ALL FASTENER SHALL BE SELF DRILLING FASTENERS BY TEK.

STRUCTURAL ALUMINUM

S2.0 STANDARD DETAILS

S1.3 ROOF FRAMING PLAN

1. SUBMIT CONCRETE MIX DESIGN TO ENGINEER FOR REVIEW PRIOR TO POURING.

2. ALL NORMAL-WEIGHT CONCRETE MUST BE MIXED IN ACCORDANCE WITH ACI 301 TO ACHIEVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF

3.000PSI. WATER/CEMENT RATIO MUST BE 0.40 MAX. BY WEIGHT UNO ON PLANS AND 0.15 MAX. WATER-SOLUBLE CHLORIDE ION CONTENT IN

CONCRETE (PERCENT BY WEIGHT OF CEMENT) IN ACCORDANCE TO TABLE 19.3.2.1 OF ACI 318-19.

3. SLUMP SHALL BE 4” (±1).

4. CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER SAMPLING AND TESTING AS REQUIRED FLORIDA

BUILDING CODE, 2023. SUBMIT TEST REPORTS TO ENGINEER.

5. AGGREGATES TO BE CLEAN AND WELL GRADED, MAX. SIZE 1”. VERTICAL DROP NOT TO EXCEED 8’-0”.

6. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE MIX AT THE JOBSITE UNLESS PREVIOUSLY APPROVED.

7. CONCRETE SHALL BE COMPACTED USING MECHANICAL VIBRATION.

8. PROVIDE ALL FORMING AND TEMPORARY SHORING.

9. REMOVE ALL DEBRIS FROM FORMS BEFORE POURING.

10. NO PIPES OR CONDUITS EXCEEDING 1/3 THE SLAB THICKNESS IN OUTSIDE DIAMETER SHALL BE EMBEDDED IN THE STRUCTURAL CONCRETE FLOOR

OR ROOF WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. WHERE PIPES OR CONDUITS ARE PERMITTED, THEY SHALL BE PLACED NO

CLOSER THAN THREE DIAMETER O/C AND SHALL BE LOCATED SO AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE. JUNCTION BOXES

MAY BE PLACED IN STRUCTURAL CONCRETE SLABS BUT SHALL NOT EXCEED 4 1/2” X 4 1/2” X 3 1/2” IN DEPTH, AND SHALL BE SEPARATED FROM OTHER

JUNCTION BOXES BY NOT LESS THAN 8”.

REINFORCING STEEL:

1. STANDARD: ASTM A-615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC.

2. REINFORCEMENT PLACEMENT TOLERANCES MUST COMPLY WITH SECTION 2.2 OF ACI 117.

3. SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE.

4. CONTRACTOR TO PROVIDE CHAIRS BOLSTERS, SPACERS ETC. IN ORDER TO CORRECTLY ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN

PLACE.

5. ALL REINFORCING SHALL CONFORM TO THE ’’MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES” (ACI-315)

6. CONCRETE COVER FOR REINFORCEMENT:

FOOTINGS, PILE CAPS, GRADE BEAMS 3” CLEAR ALL AROUND

SLAB ON GRADE: BOTTOM=2” WHEN POURED OVER VAPOR BARRIER

EXTERIOR SLABS (EXPOSED TO WEATHER): BOTTOMS=1” - TOP=1.5”

INTERIOR SLABS: 1"

COLUMNS AND BEAMS NOT EXPOSED TO WEATHER: BOTTOM=2” - TOP=2” CLEAR TO TIES - SIDE=1.5” CLEAR TO TIES

COLUMNS AND BEAMS EXPOSED TO WEATHER: BOTTOM=2” - TOP=2” CLEAR TO TIES - SIDE=1.5” CLEAR TO TIES

RETAINING WALLS : 2"

7. MIN. BAR LAP TO BE 48 BAR DIAMETERS U.O.N.

CONCRETE AND REINFORCING

SCOPE OF WORK:

ALUM ROOF

(1318 SQFT)

SHALLOW FOUNDATIONS

1. SOIL STATEMENT: VISUAL INSPECTION OF THE SITE SHOWS A SOIL OF LIMESTONE WITH SANDY POCKETS AND WITH LAYER OF TOPSOIL. THE

LIMESTONE HAS A SAFE BEARING CAPACITY IN EXCESS OF 2000PSF. AT THE TIME OF CONSTRUCTION, A LICENSED ENGINEER SHALL SUBMIT TO THE

BUILDING OFFICIAL A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON

WHICH THE DESIGN IS BASED.

2. SHOULD ORGANIC SILT, CLAY POCKETS OR OTHER UNSUITABLE BEARING CONDITIONS BE ENCOUNTERED DURING EXCAVATIONS, NOTIFY THE

ENGINEER BEFORE CONTINUING WITH CONSTRUCTION.

3. TOP OF FOOTINGS SHALL BE AT 2'-0" BELOW GRADE AT ALL POINTS U.N.O.

4. CONTRACTOR SHALL PROVIDE SURFACE DRAINAGE AND PUMPS TO PROTECT EXCAVATIONS FROM FLOODING AFTER APPROVAL.

5. THE GROUND ADJACENT TO THE FOUNDATION SHALL BE SLOPED AWAY FORM THE BUILDING AT A SLOPE NOT LESS THEN 1:20 (5% SLOPE) FOR A MIN.

DISTANCE OF 10' PERPENDICULAR TO THE FACE OF WALL

S1.0

CALC ENGINEERING

www.calceng.com 2000 NW 89th PL. Unit 102

DORAL, FL 33172

Phone: (305) 898-9995

ENGINEERING BUSINESS

CA CERTIFICATION: 32566

MASOOD HAJALI P.E

LIC #82038

Calc Engineering

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FLOOR PLAN

SCALE: 1/8"=1'-0"

FLOOR PLAN1N

71'-0"

'-9

27'-4"

'-4

41'-3"

'-8

3'- 8"

SCOPE OF WORK:

ALUM ROOF

(1318 SQFT)

2'- 6"

57'-8"

S1.1

(E)BUILDING

CALC ENGINEERING

www.calceng.com 2000 NW 89th PL. Unit 102

DORAL, FL 33172

Phone: (305) 898-9995

ENGINEERING BUSINESS

CA CERTIFICATION: 32566

MASOOD HAJALI P.E

LIC #82038

Calc Engineering

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FOUNDATION PLAN

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

FOUNDATION PLAN1

11'-5" 15'-7" 17'-11" 1'-4"

'-4

15'-0" 16'-0"

31'-0"

70'-7"

8'-

(E)12"Ø CONC

COL - VIF

(E)12"Ø CONC

COL - VIF

(E)12"Ø CONC

COL - VIF

(E)12"Ø CONC

COL - VIF

(E)12"Ø CONC

COL - VIF

(E)12"Ø CONC

COL - VIF

(E)12"Ø CONC

COL - VIF

(E)12"Ø CONC

COL - VIF

(E)12"Ø CONC

COL - VIF

(E) 6" THK SLAB ON GRADE TO REMAIN

ALL ALUMINUM COLUMN 6X6X1/8 REF 6/S2.0

12'-2" 12'-2"

(E)WALL

LEGEND:

ALUM COLUMN

NOTE:

1. ALL CONNECTIONS & DETAILS REF SHEET S2.0.

(E)CONC COLUMN

S2.0

2'- 6"

-S Q

F-30

6X6X1/8 ALUM COL

REF DETAIL 7A/S2.0

S1.2

(E)BUILDING

CALC ENGINEERING

www.calceng.com 2000 NW 89th PL. Unit 102

DORAL, FL 33172

Phone: (305) 898-9995

ENGINEERING BUSINESS

CA CERTIFICATION: 32566

MASOOD HAJALI P.E

LIC #82038

Calc Engineering

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

ROOF FRAMING PLAN1

ROOF FRAMING PLAN

12'-2" 15'-7" 17'-8" 1'-0"

'-8

15'-0" 16'-0"

48'-8"

71'-0"

8'-

4'-

6"

1'-0"

1'- 0"

'-8

1'- 0"

17'-8"

(E)CONC BEAM - VIF(E)CONC BEAM - VIF

(E )C

ON

C

BE

AM

VI

F

(E )C

ON

C

BE

AM

VI

F

(E)CONC BEAM - VIF

(E)CONC BEAM - VIF

(E )C

ON

C

BE

AM

VI

F

(E )C

ON

C

BE

AM

VI

F

(E )C

ON

C

BE

AM

VI

F

(E)CONC BEAM - VIF

4X10X1/8 ALUM BEAM

4X10X1/8 ALUM BEAM

4X10X1/8 ALUM BEAM

4" INSULATED ROOF

(0.024X2LB)

PRODUCT APPROVAL NUMBER

FL-7561

(E)ROOF OVERHANG

(E )R

OO

F

OV

ER

HA

NG

(E )R

OO

F

OV

ER

HA

NG

(E)ROOF OVERHANG

(E)ROOF OVERHANG

(E)WALL

LEGEND:

ALUM COLUMN

ALUM BEAM

NOTE:

1. ALL CONNECTIONS & DETAILS REF SHEET S2.0.

(E)CONC COLUMN

(E)CONC BEAM

4" INSULATED ROOF

(0.024X2LB)

PRODUCT APPROVAL NUMBER

FL-7561

(E)ROOF OVERHANG (TYP)

12'-2"11'-5"

S2.0

TYP

S2.0

S2.0

S2.0

S2.0

TYP

2" :1

2"

SL

OP

E

2" :1

2"

SL

OP

E

2" :1

2"

SL

OP

E

4" :1

2"

SL

OP

E

4" :1

2"

SL

OP

E

98'-11"

2'-6" OH

S2.0

S2.0

S1.3

STANDARD DETAILS

CALC ENGINEERING

www.calceng.com 2000 NW 89th PL. Unit 102

DORAL, FL 33172

Phone: (305) 898-9995

ENGINEERING BUSINESS

CA CERTIFICATION: 32566

MASOOD HAJALI P.E

LIC #82038

Calc Engineering

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RECEIVING CHANNEL WITH

#12 TEK SCREW @ 8" O.C.

TOP & BOTTOM

INSULATED ROOF

PER PLAN

EXISTING CONC. TIE BEAM

OR CBS FILLED CELL

4"X 3" TAPCONS

@ 12" O.C. (MAX.)

Scale: NTS

INSULATED PANEL TO CBS WALL3 Scale: NTS

BEAM TO CBS WALL5

ALUM BEAM PER PLAN

EXISTING CONC. TIE BEAM

OR CBS FILLED CELL

2X2X1

4 ANGLE W/ (3) 14"X3" TAPCONS

(MIN 2 12" EMBEDMENT TO CONCRETE)

& (3)W/3/8" THROUGH BOLTS AT BEAM

TOP VIEW

SIDE VIEW

EXISTING CONC. TIE BEAM

OR CBS FILLED CELL

2X2X1

4 ANGLE W/ (3) 14"X3" TAPCONS

(MIN 1 12" EMBEDMENT TO CONCRETE)

& (3)W/3/8" THROUGH BOLTS AT BEAM

ALUM BEAM PER PLAN

1/4"X3" LAGS 12" O.C.

ALONG HEADER.

5/16"X4 1/2" LAGS TO EXIST.

TRUSSES (@ 24" O.C. MAX.)

2" FASCIA

SHIM ANGLE

(FOR SLOPED FASCIA)

INSULATED

ALUMINUM PANEL

RECEIVING CHANNEL

WITH #12 TEK SCREWS @

8" O.C. TOP & BOTTOM

SCALE: NTS

INSULATED PANEL TO FASCIA4

BEAM - 4X10X1/8

4"

1/8"

COLUMN - 6X6X1/8GUTTER

Scale: NTS

TYP ALUMINIUM PROFILES1

6"

6"

1/8"

1/2"

1/ 2"

1"

4"

0.055"

1/2"

1"

1/

2"

FASCIA

4" CHANNEL

4"

1" M

IN

ALUM COL PER PLAN

(3)W/3/8" THROUGH

BOLTS AT EACH

COLUMN

#10 SMS 3 PER PANEL

TOP & BOTTOM

GUTTER

ALUM BEAM PER PLAN

Scale: NTS

BEAM TO COLUMN CONNECTION2

INSULATED ALUM. PANEL

ATTACHED TO CARRY BEAM W/

1/4" LAG OR TEK W/1" WASHER

@ 6" O.C.

(2) L3X3X8X3/8" ANGLES(6061-T6)

WITH (2) 3/8" THRUBOLTS.

1/2" HILTI KH- EZ CRC ANCHOR;

2 PER ANGLE@ 6" OC

ALUM COL

PER PLAN

SCALE: NTS

COLUMN TO SOG CONNECTION DETAIL6

1/

2" T

YP

6" O.C.

4" MIN

7" MIN

3" M

IN

E

M

BE

DM

EN

T

3/4" EDGE TYP

6" T

HK

VI

F

(E) 6" THK CONC SLAB - VIF

4" X 0.024 X 2- LB EPS PANELS

(ALLOWABLE CLEAR SPAN CHARTS)

L/80 L/180 L/240L/120

21.97 20.77 19.57 18.36 17.16 15.96 14.75 13.55

21.52 19.86 18.21 16.55 14.89 13.24 11.58

20.97 18.76 16.55 14.34

9.93 5.51 7.72 9.93

12.13

NET ALLOWABLE

LOAD(PSF)1

MAX. ALLOWABLE SPAN (FT)

21.97 20.77 19.57 18.36 17.16 15.96 14.75 13.55

SCALE: NTS

ALUMINUM SPAN CHARTS TABLE7

ASCE 7-22 WIND LOADS: GENERAL REQUIREMENTS

CHAPTER 26, BUILDING OPEN (27.2.0, 27.3.1' 27.4.8)

*DL=7 PSF; LL=20 PSF; DL+LL=27 PSF

(DOWN) USED 30 PSF-L/180=18.21' SPAN MAX.

*WL=53 PSF; DL=7 PSF; 0.6DL+0.6 WL=-27.6 PSF

(UP) USED 30 PSF-L/180=18.21' SPAN MAX.

PRODUCT APPROVAL

NUMBER FL-7561

(E)6" THK SLAB ON

GRADE TO REMAIN

4X10X1/8

ALUM BEAM

4X10X1/8

ALUM BEAM

BEHIND

4" INSULATED ROOF

(0.024X2LB)

PRODUCT APPROVAL NUMBER

FL-7561

6X6X1/8

ALUM COL

6X6X1/8

ALUM COL

6X6X1/8

ALUM COL

6X6X1/8

ALUM COL

6X6X1/8

ALUM COL

6X6X1/8

ALUM COL

6X6X1/8

ALUM COL

(E)CONC COL TO

REMAIN - VIF

(E)CONC BEAM

TO REMAIN - VIF

4" 12"71'-0" 27'-11"

98'-11"

2'-6" OH

OPEN OPEN OPEN OPEN OPEN OPEN OPEN

S2.0

S2.0

4 & 5 S2.0

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

FRONT ELEVATION8

SCALE: NTS

FOUNDATION DETAIL7A

6X6X1/8 COL.

(20" MIN EMBEDMENT)

30" SQ

#5 BAR 12" LONG

THRU COLUMN

WELL

COMPACT FILL

COAT COL. W/

BITUMINOUS PAINT

(4)#5 EACH WAY

TOP & BOTTOM

3" C

LR

S2.0