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39'-8"
<br />4- THICK CONC SLAB W/ 6X6 W1.4xW1.4 WWM
<br />OR FIBERMESH.
<br />6 MIL VAPOR
<br />BARRIER
<br />LOAD
<br />8" C.M.U. TYPICAL
<br />O'—O
<br />PORCH SLAB:
<br />4' THICK CONC. SLAB
<br />—e• ,�• W/ 6X6 10/10 N11M OR FIBOR
<br />ON 6 MIL VAPOR
<br />p BARRIER
<br />—16
<br />MONO
<br />W/ (2)1#5 RODS PTO
<br />3EARING PORCH STE
<br />(SEE TYPICAL LOAD BEARING INTERIOR WALL FOR
<br />ADDITIONAL DATA (S2-9)
<br />N.T.S. SCALE
<br />SECTION R309
<br />GARAGE AND CARPORTS
<br />OPENING PROTECTION
<br />OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING
<br />PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE
<br />AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN
<br />1 3/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS
<br />NOT LESS 1 3/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS.
<br />DUCT PENETRATION
<br />DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALL OR CEILINGS
<br />SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A
<br />MINIMUM No. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL
<br />AND SHALL HAVE NO OPENINGS INTO THE GARAGE.
<br />SEPARATION REQUIRED
<br />THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY
<br />NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
<br />GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE
<br />ROOMS ABOVE BY NOT LESS THAN 5/8-INCH (15.9 MM) TYPE X GYPSUM BOARD OR
<br />EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE
<br />STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS
<br />THAN 1/2-INCH (12.7 MM) GYPSUM BOARD OR EQUIVALENT.
<br />FLOOR SURFACE
<br />GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.
<br />THE AREA OR FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES
<br />SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO DRAIN OR DRAIN
<br />TOWARD THE MAIN VEHICLE ENTRY DOORWAY.
<br />FLOOR HAZARD AREAS
<br />RESERVED.
<br />AUTOMATIC GARAGE DOOR OPENERS
<br />AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED SHALL BE LISTED IN
<br />ACCORDANCE WITH UL325.
<br />HORIZONTAL:
<br />WOOD MEMBER, ORANGE FENCING,
<br />CHAIN LINK FENCE OR OTHER
<br />APPROVED MATERIAL.
<br />20' MINIMUM PROTECTIVE ROOT ZONE
<br />REQUIREMENTS FOR GRAND TREES
<br />VERTICAL:
<br />WOOD MEMBER OR OTHER
<br />APPROVED MATERIAL.
<br />10' MINIMUM PROTECTIVE ROOT ZONE FOR
<br />PROTECTED TREES
<br />6' TO 8'
<br />BARRICADE DETAIL FOR PROTECTED AND GRAND TREES
<br />4' THICK CONC SLAB W/ 6X6 W1.4xW1.4 WWM
<br />OR FIBERMESH.
<br />6 MIL VAPOR
<br />BARRIER
<br />L
<br />R / (2)1#5 RODS FTG
<br />ENTRY DOOR
<br />ALUMINUM THRESHOLD SET
<br />IN FULL BED OF CAULK
<br />V 0'-0"
<br />e
<br />PORCH SLAB:
<br />4' THICK CONC. SLAB
<br />T/ 6X6 10/10 TTM OR FIBOR
<br />ON 6 MIL VAPOR
<br />BARRIER
<br />(SEE TYPICAL LOAD BEARING INTERIOR WAIL FOR
<br />ADDITIONAL DATA (S2-9)
<br />N.T.S. SCALE
<br />GENERAL NOTES
<br />TO THE BEST OF THE ENGINEERS
<br />KNOWLEDGE AND BELIEF, THESE STRUCTURAL
<br />PLANS & SPECIFICATIONS COMPLY WITH
<br />THE FLORIDA BUILDING CODE RESIDENCIAL
<br />2014 5TH EDITION FOR 139 MPH WIND,
<br />3 SEC. GUST EXPOSURE B, IMPORTANCE
<br />FACTOR = 1, ENCLOSED. BUILDING CATEGORY 11.
<br />A FOUNDATION SURVEY SHALL BE
<br />PERFORMEND AND A COPY OF THE
<br />SURVEY SHALL BE ON THE SITE FOR
<br />THE BUILDING INSPECTOR ' S USE OR,
<br />ALL PROPERTY MARKERS SHALL BE
<br />SPOSED AND A STRING STRETCHED
<br />FROM MARKER TO MARKER TO VERIFY
<br />REQUIRED SETBACKS.
<br />THIS DRAWING AND DESIGN IS VALID
<br />FOR 12 MONTH AFTER THE DATE IT IS
<br />SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE
<br />STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
<br />ALL PLUMBING, ELECTRICAL, AND
<br />MECHANICAL ROUGH- INS MUST BE
<br />COMPLETED, INSPECTED AND APRROVED
<br />BEFORE REQUESTING THE FRAMING
<br />INSPECTIONS.
<br />VERIFY ALL DIMENSIONS AT JOB SITE
<br />BEFORE STARTING CONSTRUCTION
<br />IN ORDER TO AVOID PROBLEMS DURING
<br />CONSTRUCTION.
<br />PRIOR TO START CONSTRUCTION
<br />G. C. SHALL VERIFY W/ TRUSS MANUFACT
<br />AND STRUCTURAL ENGINEER
<br />THE LOCATION OF ALL INTERIOR
<br />LOAD BEARING WALLS TO
<br />ADJUST SLAB AS NECESSARY.
<br />ALL TECH STRUCTURAL ENGINEERING, INC.
<br />ENGINEER
<br />KELLY E . LYONS P. E.
<br />2121 BEARS AVE.
<br />TAMPA, FLORIDA 33618
<br />PHONE: ( 813) 969 - 2099
<br />P.E. # 56191
<br />BL # EB9333
<br />SEE SHEET S I FOR
<br />TERMITE TREATMENT
<br />IMPORTANT
<br />OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO
<br />A ROOM USED FOR SLEEPING PURPOSES SHALL NOT
<br />BE PERMITTED. OTHER OPENINGS BETWEEN THE
<br />GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH
<br />SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES
<br />IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL
<br />DOORS NOT LESS THAN 13/8 INCHES THICK, OR
<br />20-MINUTE FIRE -RATED DOORS, EQUIPPED WITH A
<br />SELF -CLOSING DEVICE PER SECTION R302.5.1 OF
<br />FLORIDA BUILDING CODE 5th EDDITION.
<br />TREE PROTECTION
<br />STANDARDS
<br />PROTECTIVE BARRICADE
<br />I. PROTECTIVE BARRICADES SHALL BE
<br />INSTALLED AROUND ALL PROTECTED TREES
<br />AND GRAND TREE R S P IOR TO ANY
<br />CONSTRUCTION ACTIVITIES ON A
<br />DEVELOPMENT SITE,
<br />A. BARRICADES SHALL BE INSTALLED A
<br />MINIMUM TEN (10) FEET FROM A PROTECTED
<br />TREE OR AT THE DESIGNATED PROTECTIVE
<br />ROOT ZONE AS SHOWN ON THE APPROVED
<br />SITE PLAN,
<br />B. BARRICADES SHALL BE INSTALLED A
<br />MINIMUM TWENTY (20) FEET FROM A GRAND
<br />TREE OR AT THE DESIGNATED PROTECTIVE
<br />ROOT ZONE AS SHOWN ON THE APPROVED
<br />SITE PLAN.
<br />2. MATERIALS USED FOR PROTECTIVE
<br />BARRICADES SHALL BE MADE OF WOOD,
<br />FENCING OR SOLID
<br />MAT A ERI L APPROVED BY THE
<br />DEPARTMENT.
<br />A. VERTICAL MEMBERS SHALL BE MADE OF
<br />A MINIMUM OF 2X2 WOOD OR 5/8"
<br />STEEL REINFORCEMENT BAR,
<br />B. HORIZONTAL MEMBERS SHALL BE MADE
<br />OF A MINIMUM IX2 WOOD OR SOLID
<br />FENCING MATERIAL.
<br />3. VERTICAL MEMBERS SHALL BE NO LESS
<br />THAN THREE (3) FEET IN HEIGHT AND NO
<br />MORE THAN SIX (6) FEET APART. THE
<br />VERTICAL MEMBERS SHALL BE INSTALLED
<br />TO A DEPTH OF ONE (1) FOOT BELOW
<br />EXISTING GRADE.
<br />4. HORIZONTAL MEMBERS CONSISTING OF
<br />WOOD SHALL BE NO LESS THAN THREE (3)
<br />FEET ABOVE EXISTING GRADE AND
<br />SECURELY ATTACHED TO THE VERTICAL
<br />MEMBERS. FENCING MATERIAL SHALL BE NO
<br />LESS THREE (3) FEET IN HEIGHT AND
<br />SECURELY ATTACHED TO THE VERTICAL
<br />MEMBERS AT ONE (1) FOOT INTERVALS.
<br />5. NO CHANGES TO THE PREDEVELOPMENT
<br />CONDITIONS WITHIN THE APPROVED
<br />PROTECTIVE ROOT ZONE DURING THE
<br />CONSTRUCTION PROCESS.
<br />6. PROTECTIVE BARRICADES MAY BE
<br />REMOVED ONLY TO PREPARE THE
<br />DEVELOPMENT SITE FOR FINAL
<br />LANDSCAPING ACTIVITIES. DURING THIS
<br />ACTIVITY ONLY NON -MECHANICAL
<br />TECHNIQUES MAY OCCUR WITHIN THE
<br />DESIGNATED PROTECTIVE ROOT ZONE.
<br />7. NO PARKING OR STORING OF VEHICLES,
<br />EQUIPMENT OR MATERIALS IS ALLOWED
<br />WITHIN THE PROTECTIVE ROOT ZONE.
<br />8. No SITE CLEARING IS PERMITTED WITHIN
<br />THE PROTECTIVE ROOT ZONE.
<br />DO NOT SCALE DRAWINGS.
<br />USE DIMENSIONS SHOWN ON THE DOCUMENTS.
<br />CONTRACTOR SHALL VERIFY ALL DIMENSIONS
<br />ON SITE.
<br />NOTIFY US INMIDIATLY REGARDING ANY
<br />DESCREPANC I ES.
<br />ALL EXTERIOR WALLS
<br />DESIGNED AS SHEAR WALLS.
<br />HOUSE SQUARE FOOTAGE ANALYSIS (OK)
<br />AREA IN CONSIDERATION
<br />SgFt
<br />LIVING AREA
<br />1775.0
<br />FRONT PORCH
<br />52.0
<br />BACK PORCH
<br />166.0
<br />GARAGE
<br />432.0
<br />TOTAL UNDER ROOF AREA
<br />2425.0
<br />GENERAL STRUCTURAL NOTES
<br />8" X 16" PRECAST LINTEL W/ 8" X 8" K, 0.
<br />BLOCK ABOVE EACH W/ (1) # 5 BAR CONT.
<br />�� JJ AND BOTH FILLED SOLID (700 PLF MAX.)
<br />OR 8" X 16" COMPOSITE POWER BOX STEEL
<br />LINTEL (DETAIL II ON SHEET A2) W/ 8" X 8" K.O.
<br />BLOCK ABOVE W/ (1) #5 BAR CONT. IN LINTEL &
<br />K.O. BLOCK ALL FILLED SOLID
<br />(1588 PLF MAX.).
<br />O(3) PLY 2 X 4 SYP. COLUMN W/ SIMPSON
<br />HTT5 @ BASE.
<br />24" X 24" CONCRETE PILASTER COLUMN
<br />OW/ (2) # 5 REBARS FILLED SOLID W/ CONCRETE.
<br />VERT. REINF. SHALL BE HOOKED INTO FTG. BELOW.
<br />PROVIDE 25" MIN. LAP WHERE SPLICED &
<br />WIRE TOGETHER.
<br />16" X 16" CONCRETE PILASTER COLUM
<br />W/ (2) # 5 REBARS FILLED SOLID W/ CONCRETE,
<br />PROVIDE 25" MIN. LAP WHERE SPLICED &
<br />WIRE TOGETHER.
<br />16" X 16" CONCRETE PILASTER COLUM
<br />W/ (3) # 5 REBARS FILLED SOLID W/ CONCRETE.
<br />PROVIDE 25" MIN. LAP WHERE SPLICED &
<br />WIRE TOGETHER.
<br />WALL LEGEND
<br />Iml ■-il 8" MASONRY WALL / SHEAR WALL
<br />2 X 4 FRAMED WALL (BEARING)
<br />® 2 X 6 FRAMED WALL (NON BEARING)
<br />2 X 4 FRAMED WALL (NON BEARING)
<br />® KNEE WALL (BEARING)
<br />IMPORTANT:
<br />IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW
<br />ALL DRAWINGS BEFORE CONSTRUCTION BEGINS.
<br />ALLTECH STRUCTURAL ENGINEERING INC. IS
<br />RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS
<br />PROJECT ONLY.
<br />ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER
<br />DESIGN PROFESSIONAL'S SHOP DRAWINGS, CONTRACTOR'S
<br />BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWINGS, MUST BE BROUGHT TO THE ATTENTION OF
<br />ALLTEC STRUCTURAL ENGINEERING INC. PRIOR TO THE
<br />COMMENCEMENT OF CONSTRUCTION.
<br />KELLY E. LYONS, P.E. # 56191
<br />- 16` 2'-4' 5'
<br />20'-8' 7'
<br />STRUCTURAL
<br />FLOOR PLAN
<br />SCALE: 1/4" = F-0"
<br />(TYP)I
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<br />STRUCTURAL
<br />FLOOR PLAN
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