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WhiteHouse Engineering

@USBuildingPermit

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4.8
3

5.3

5.3

100%

US Licensed Architects & Engineers | Permit Plans

$50 USD / Hour

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Flag of BANGLADESH

Bangladesh (11:32 PM)

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Joined on December 30, 2023

Construction Permit Engineering Services: Architectural, Structural, and MEP Design We provide expert construction permit engineering services, specializing in architectural design, structural engineering, and MEP (Mechanical, Electrical, and Plumbing) engineering. Whether you are a homeowner, contractor, or developer, we work closely with you to ensure your project meets all local building codes and regulations while achieving your vision. Our Services Include: Architectural Design: Custom designs tailored to your needs, ensuring functionality, aesthetics, and compliance with zoning laws and permits. Structural Engineering: Safe, efficient, and durable structural systems, including foundation design, load calculations, and material selection. MEP Engineering: Comprehensive mechanical, electrical, and plumbing design services, optimizing building systems for performance and energy efficiency. Our experienced team is committed to providing high-quality, timely, and cost-effective.

Verifications

On time

100%

On budget

100%

Accept rate

83%

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Portfolio

Portfolio

12478500
PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

12478480
Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

12478244
PLAN VIEWS AND DETAIL VERTICAL SECTIONS 1. The size of the foundations are calculated over the assumption of a soil bearing capacity 7 kip/ft^2 2. Before foundations mounting, the soil has to be squeezed and flattened

New Room On Existing Unit

12477969
STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

12468732
U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

12468580
U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

12478500
PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

PROJECT NAME: ALFREDO GAONA HOUSE FOUNDATION NOTES PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL WATER AND ELECTRICITY INPUT SEWER OUTPUT MONOLITHIC SLAB 8" 3000 PSI REINFORCED CONCRETE TURN DOWN TO FIRM SOIL FOUNDATION PLAN 1) THE BUILDER SHALL REVIEW M.P.E. SCHEMATICS AND PROVIDE FOR AND COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL REQUIREMENTS IN FOUNDATION WALL, SLABS AND UNDERGROUND. 2) THE BUILDER SHALL VERIFY ALL DIMENSIONS AND COORDINATE FOUNDATION PLAN DIMENSIONS WITH FLOOR PLAN DIMENSIONS BEFORE STARTING CONSTRUCTION OF FOUNDATION. 3) THE BUILDER SHALL ALSO REVIEW ALL DRAWINGS AS INDEXED BEFORE STARTING FOUNDATION. 4) THE FOUNDATION HAS BEEN DESIGNED BASED ON THE ASSUMED MIN. SOIL BEARING VALUE OF 3000 PSF ALL EXCAVATIONS FOR FOOTING SHOULD BE INSPECTED BY THE BUILDER'S CONSULTING ENGINEE PRIOR TO POURING CONCRETE AND IF FOUND TO BE QUESTIONABLE. SHOULD BE OVER EXCAVATED AND FILLED WITH CONCRETE. 5) ALL REINFORCING SHALL BE AS PER

Construction Drawing

12478480
Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

Proposed Two-Story Main House and Single Story Shop PROJECT ADDRESS: APN: LOT AREA: PARCEL AREA (Acres): BLOCK: 11 TANGLEWOOD LANE, OAKHURST, CA 93644 056-010 214,750 SQ.FT. 4.93 ACRES

ARCHITECTURAL PLAN

12478244
PLAN VIEWS AND DETAIL VERTICAL SECTIONS 1. The size of the foundations are calculated over the assumption of a soil bearing capacity 7 kip/ft^2 2. Before foundations mounting, the soil has to be squeezed and flattened

New Room On Existing Unit

12477969
STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

STRUCTURAL CALCULATIONS for a Proposed Two-Story Main House and Single Story Shop Design Summary & Markup Drawings …………………..……………..…………………. Loading Analysis ……………………….…………………………………….…..………….. Rafter, Joist, Beam & Header Design …………………..……..………...…………..…… Truss Design ……………………………..……..………...………………….…….…......… Foundation Design ……………………..……..………....………………….…….…….… Connection Design ……………………..……..………....………………….…….…….…

Structural Calculation

12468732
U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

U.S. Complete set of Structural Drawings............ ready for permit.......................................................................

Structural Drawings

12468580
U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

U.S. Complete set of Architectural plan ready for permit.......................................................................................................

Complete set of Architectural plan

4.8 · 3 Reviews
3 Reviews
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Mark

5.0

$2,500 USD

3 months ago

Engineering Stamp for Cleanroom Structure

They were great to deal with and patient as I needed to work through some issues

Engineering
CAD/CAM
Mechanical Engineering
Civil Engineering
Structural Engineering

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B

Former Client (inactive)

4.6

$2,200 USD

1 year ago

Traditional Home Rebuild Plans

This was a good experience.

Building Architecture
Home Design
Civil Engineering
AutoCAD
Interior Design

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T

Former Client (inactive)

5.0

€15 EUR

1 year ago

Klaviyo Order Confirmation Email Design

Very fast delivery, great collab

PHP
Graphic Design
PSD to HTML
HTML

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Experience

Building Engineering Project Manager

Feb, 2018 - Present

•

8 years, 7 months

White House Engineering

Feb, 2018 - Present

•

8 years, 7 months

I am highly experienced in architectural, structural, and MEP design, and upon completing the design, I collaborate with licensed professional engineers to secure permit approval.

Flag of UNITED STATES

California, United States

Feb, 2018 - Present

•

8 years, 7 months

Education

American International University-Bangladesh

2011 - 2017

•

6 years

B.Sc engineering

Flag of BANGLADESH

Bangladesh

2011 - 2017

•

6 years

Qualifications

U.S. Construction Consultant

2018

WhiteHouse Construction

Lead engineer and Construction Project Manager

2018

Certifications

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