HomeMy WebLinkAbout3. Plans for Building (Part A) - 2401 Noble Oaks - Dudley ResidenceScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C. ___________________________________CLIENT'S APPROVAL DATE 11/24/2021 12:48:39 AM
Cover2401 Noble Oaks LaneFt. Pierce, FL 34981Dudley ResidenceDrawing List
Sheet Number Sheet Name
A-1 Notes
A-2 Floor Plan
A-3 Elevations Front & Rear
A-4 Elevations Left & Right
A-5 Schedules
C-1 Site Plan
E-1 Electrical Plan
M-1 Duct Layout
P-1 Plumbing Plan
S-1 Foundation Plan
S-2 Sections
S-3 Floor Framing Plan
S-4 Details
S-5 Details 2
S-6 Truss Connectors
S-7 Exterior Wall Openings
Project Information & Design Criteria
Building Code: FBC 2020 7th Edition w/All Amendenments
Project Name:Project Address:
Type of Construction: CBS Frame
Building Designed: Enclosed Open Partially Enclosed
Wind Speed (3 Sec. Gust): 160 M.P.H. 170 M.P.H.
Exposure: C
Internal Pressure Coefficient: +/- 0.18
Importance Factor: 1.0
Mean Building Height: <20 ft. Exposure Coefficient:
Overhang 1’ 8” ft.Roof Pitch: 5/12
Components & Cladding Wind Pressure:
Roof Dead Load: ShinglesTile Metal
Framed Floor Live Load NA P.S.F. Dead Load NA P.S.F.
Shutters: Yes No
Impact Resistant Assembly: YesNo
Design Pressure Garage Door: +26.4 -29.4 (16') +27.6 -31.2 (8')
All Other Openings: +31.2 -41.0
DRIVING DIRECTIONS (REFER TO MAP BELOW):
ENTRANCE TO NOBLE OAKS ESTATES
ACROSS FROM GREY TWIG JUST SOUTH OF
MIDWAY ROAD AND ST. JAMES/25TH STREET
OPENING PROTECTION
ALL NEW OPENINGS ARE MIAMI DADE
IMPACT RATED, PLEASE REFER TO
PRODUCT LIST ON THIS PAGE, BOTTOM
LEFT.Rev. # DescriptionDateI HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OF RECORD, THAT THE BUILDING
DESIGN AS SHOWN ON THESE PLANS (STRUCTURAL COMPLIANCE ONLY) AND AS
ACCOMPANIED BY DESIGN AND SUPPORT DOCUMENTS, CONFORMS TO THE 2020 7th
EDITION FLORIDA BUILDING CODE. THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSS
COMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THE ENGINEER OF RECORD.
THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 7th EDITION
FLORIDA BUILDING CODE WITH SUPPLEMENTS.
Craig E. Gunderson, P.E. #060102 Date:
FLORIDA ENGINEERING, LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FL. 33952
PH: (941) 391-5980
FAX: (941) 979-8196
ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C. ___________________________________CLIENT'S APPROVAL DATE 11/24/2021 12:48:30 AM
A-12401 Noble Oaks LaneFt. Pierce, FL 34981Dudley ResidenceGENERAL NOTES:
THE BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE
BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERROR OR OMISSIONS NOT REPORTED
IMMEDIATELY IN WRITING TO ENGINEER OF RECORD. BY SUBMITTING THESE PLANS FOR PERMIT
THE BUILDER ACCEPTS FULL RESPONSIBILITY FOR THE ACCURACY OF THE INFORMATION DEPICTED
WITHIN AND IT IS ASSUMED THE BUILDER HAS READ AND UNDERSTANDS THE NOTES BELOW.
DESIGN LOADS IN ACCORDANCE WITH 2020 FBC 7TH EDITION CHAP. 16
ASSUMED SOIL BEARING CAPACITY MINIMUM: 2500 PSF
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND
ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS
CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT
SHOWN ON STRUCTURAL DRAWINGS.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL
BE CONSTRUED TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A
DIFFERENT DETAIL IS SHOWN.
ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN FIELD.
DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. IF ANY DISCREPANCIES ARE
DISCOVER THE ENGINEER OF RECORD MUST BE CONTACTED BEFORE THE COMMENCEMENT OF
CONSTRUCTION.
THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER BUILDING IS
COMPLETE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES TO ENSURE
SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE
ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS.
THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE
PREPARATION REQUIREMENTS AND SLAB-ON-GRADE THICKNESS TO HANDLE CONSTRUCTION
LOADS.
THE STRUCTURAL FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER, THE SUPPORTING
STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL
CLOSELY PARALLEL FINAL FLOOR DESIGNERS LAYOUT. PROVIDE SIGNED AND SEALED SHOP
DRAWINGS AND CALCULATIONS FOR APPROVAL. REVIEW OF SHOP DRAWINGS IS REQUIRED AS THE
ENGINEER CHECKS BEAM, WALL, COLUMN AND FOOTING CAPACITIES AGAINST KNOW LOADING.
FAILURE TO PROVIDE SHOP DRAWINGS MAY RESULT IN ADDITIONAL ENGINEERING COSTS DURING
CONSTRUCTION.
FORMWORK NOTES:
FORMWORK SHORING, AND BRACING FOR ALL CONCRETE BEAMS, COLUMNS, WALLS, AND
FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH A.C.I 347,
"RECOMMENDED PRACTICE FOR CONCRETE FORMWORK".
ANY AND ALL PLUMBING PIPE PENETRATIONS THROUGH FORMED WORK SHOULD BE DONE
SO THAT REINFORCING STEEL IS NOT DISRUPTED AND COVER FOR STEEL IS NOT AFFECTED
ANY UTILITY PIPES PENETRATING FOOTERS TO BE PROPERLY SLEEVED TO AVOID PIPED
UTILITIES FROM BEING SHEARED DURING SETTLEMENT OF STRUCTURE
ELECTRICAL PIPES INSIDE OF THE POURED COLUMNS SHALL NOT TAKE UP MORE THAN 10%
OF THE CROSS-SECTIONAL AREA OF THE COLUMNS AND THEY DO NOT AFFECT THE COVER
ON THE REINFORCING STEEL
WELDED WIRE MESH:
WELDED WIRE MESH SHALL BE ASTM A185, GRADE 65, FREE FROM OIL, SCALE, AND RUST
AND SHALL BE PLACED IN ACCORDANCE WITH ACI TYPICAL DETAILS.
MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES.
CONCRETE NOTES:
CONCRETE HAS BEEN PERFORMED IN ACCORDANCE WITH ACI 318-05, BUILDING CODE
REQUIREMENTS FIR STRUCTURAL CONCRETE
NORMAL WEIGHT CONCRETE (145 PCF) 28-DAY COMPRESSIVE STRENGTHS.
PILING 5000 PSI WITH .40 WATER-CEMENT RATIO
SHALLOW FOUNDATIONS 2500 PSI.
PILE SUPPORTED FOUNDATIONS 5000 PSI WITH .40 WATER-CEMENT RATIO
COLUMNS, BEAMS, AND ELEVATED SLABS, 3000 PSI.
CONCRETE SLUMP SHALL BE AS FOLLOWS SLUMP IN INCHES
MINMAX
MASSIVE SECTIONS, PAVEMENTS, AND SLABS1-1/2" 4"
HEAVY SLABS, BEAMS, WALLS 3" 5"
THIN WALLS, COLUMNS3-1/2" 6"
MINIMUM CONCRETE CLEAR COVER SHALL BE:
SLAB - 3/4"
BEAMS AND COLUMNS – 1-1/2"
TIE COLUMNS - 3/4"
EXPOSED UNPROTECTED CONCRETE – 1-1/2"
FORMED CONCRETE BELOW GRADE - 3"
UNFORMED CONCRETE BELOW GRADE - 3"
PLACING DRAWINGS AND BAR LISTS SHALL CONFORM TO A.C.I.'S "MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES."(A.C.I. 315)
DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "MANUAL OF
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION." AS PUBLISHED BY THE
CONCRETE REINFORCING STEEL INSTITUTE UNLESS OTHERWISE INDICATED.
CONCRETE CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDINGS" (A.C.I. 301)
ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL
CONSTRUCTION LOADS
CONCRETE BEAM SIZES MAY BE INCREASED AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO
FIT BLOCK COURSING.
CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF A.C.I 301 AND ASTM C-94 FOR
MEASURING, MIXING, TRANSPORTING, ETC.
CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK.
OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER.
FBC PROVIDES AN EXCEPTION FOR RESIDENTIAL CONSTRUCTION WHERE CONTROL JOINTS ARE
NOT REQUIRED. HOWEVER, IN THAT EXCEPTION, IT SAYS THAT THE EXCEPTION IS ALLOWED
WHERE THE OWNER ACKNOWLEDGES THAT CRACKS ARE ACCEPTABLE AND UNDERSTOOD.
1.
JOB SPECIFIC GENERAL NOTES:
HOUSE IS IN A NEGLIGIBLE WEATHER AREA
2. HOUSE IS IN A VERY HEAVY TERMITE AREA.
3. FLAME SPREAD FOR WALLS AND CEILING FINISHES SHALL BE LESS THAN 200.
4. FLAME SPREAD FOR INSULATION SHALL BE LESS THAN 25
5. SMOKE DEVELOPED INDEX SHALL BE LESS THE 450 FOR WALL FINISHES, CEILING
FINISH AND INSULATION
6. GYPSUM BOARD SHALL CONFORM TO FBC R702.3 STANDARDS
7. TILE IN SHOWERS MUST BE BACKED BY "DURA ROCK" CONCRETE BOARD OR EQUAL
8. EGRESS WINDOWS COMPLY WITH 2020 FBCR 7TH EDITION R310.2.1 EXCEPTION #1 MIN.
NET CLEAR OPENING OF 5.0 S.F.
9. DRYER VENT TO OUTSIDE
10. LOW FLOW PLUMBING FIXTURES
MASONARY NOTES:
STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.1530-05/ASCE 5-02/TMS 402-02, BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY ON BUILDING
CODE REQUIREMENTS FOR MASONRY STRUCTURES.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.1530-05/ASCE 6-02/TMS 602-02,
SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
FOR MASONRY STRUCTURES.
ALL BLOCK WALLS SHALL BE TWO CELL HOLLOW CONCRETE MASONRY REGULAR SIZE
BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE, F'm=1500 P.S.I.
UNLESS OTHERWISE NOTED.
BLOCK SHALL BE PLACED IN RUNNING BOND UNLESS OTHERWISE NOTED. LAY UP
MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN WALL
COLUMNS.
GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476 AND SHALL
PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I AT 28 DAYS. THE GROUT MIX
SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE AND SHALL BE PLACED WITH A SLUMP
OF 8" TO 10". USE MECHANICAL VIBRATION TO CONSOLIDATE GROUT.
TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE
PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270 HORIZONTAL AND VERTICAL
MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR
PROTRUSIONS THAT EXTEND INTO THE CELLS TO BE FILLED. ALLOW A MINIMUM OF 24
HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS.
TENSION AND COMPRESSION LAPS = .002 X BAR DIAMETER X Fs (NOTE THAT Fs= 24 KSI
MAXIMUM (.4 X Fy)) (THIS EQUATES TO 48 X BAR DIAMETER)
REINFORCING BAR SHALL BE IN ALL WALL INTERSECTIONS AND AT EACH SIDE OF ALL
OPENINGS.
POURED DOWNCELL TO BE AT EVERY GIRDER LOCATION AND REINFORCING BARS SHALL
BE AT ALL DBL. GIRDER TRUSSES
Rev. # DescriptionDateSITE PREPARATION:
THE PROPOSED BUILDING AREA AND AREAS TO BE PAVED, PLUS A MINIMUM MARGIN OF FIVE FEET
BEYOND THE PROPOSED CONSTRUCTION SHALL BE STRIPPED AND GRUBBED OF SURFACE DEBRIS,
INCLUDING VEGETATION, ROOTS AND ORGANIC MATTER. STUMPS SHALL BE REMOVED ENTIRELY.
THE BUILDING AREA SHOULD BE GRADED LEVEL AND PROOFROLLED. ANY SOFT YIELDING AREAS
SHALL BE EXCAVATED AND REPLACED WITH CLEAN COMPACTED FILL. SUFFICIENT PASSES SHOULD
BE MADE DURING COMPACTION OPERATIONS TO PRODUCE A DENSITY NO LESS THAN 95 PERCENT
OF ITS MODIFIED DRY PROCTOR VALUE (ASTM D 1557) TO A DEPTH OF TWO FEET.
AFTER THE EXPOSED SURFACE HAS BEEN PROOFROLLED, THE BUILDING AND PAVEMENT AREAS
MAY BE FILLED TO THE DESIRED GRADES. THE FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR
SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE U.S. STANDARD NO. 200 MESH SIEVE.
PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12 INCHES IN THICKNESS AND COMPACT EACH LIFT
TO AT LEAST 95 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE.
AFTER EXCAVATING FOR THE FOOTINGS, THE DISTURBED FOOTING SUBGRADE SHOULD BE
RECOMPACTED TO 95 PERCENT (MINIMUM) OF ITS MODIFIED DRY PROCTOR VALUE. THIS CAN BE
BEST ACHIEVED BY MAKING SEVERAL PASSES WITH A RELATIVELY LIGHT-WEIGHT WALK-BEHIND
VIBRATORY SLED OR ROLLER.
TIMBER NOTES:
ALL WOOD MEMBERS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION AND IT'S SUPPLEMENT, (NDS)
ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING,
LEDGERS, CRIPPLES, SILLS, ETC... SHALL BE SOUTHERN PINE NO. 2, KD-15 OR BETTER. MIN
(3) 2"x UNDER ALL GIRDER BEARING LOCATIONS. SEE FLOOR PLAN
MICRO LAM BEAMS SHALL BE MANUFACTURED BY TRUS-JOIST CORP., OR AND APPROVED
EQUIVALENT AND SHALL PROVIDE A MODULUS OF ELASTICITY OF 2,000,000 PSI, A MINIMUM
FLEXURAL STRENGTH OF 2,925 PSI, AND A MINIMUM HORIZONTAL SHEAR STRESS OF 285
PSI.
ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL NE PRESSURE
TREATED. ACCEPTABLE TREATMENTS INCLUDE ACQ. (AMINE COPPER QUAT) COPPER
BORON AZOLE, ACID COPPER CHROMATE, AND COPPER CITRATE. BORATE BASED
TREATMENTS SUCH AS ZINCBORATE AND SODIUM BORATE ARE ALSO ACCEPTABLE FOR
INDOOR USES.
FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THE 1/2"
OF HEARTWOOD
AVOID INHALATION OF SAWDUST PRODUCED BY PRESSURE TREATED WOOD, WEAR A DUST
MASK AND WORK OUTDOORS. DISPOSE OF DUST AND SCRAP BY ORDINARY TRASH
COLLECTION. DO NOT BURN. PRESSURE TREATED WOOD MAY PRODUCE TOXIC FUMES.
IN HIGHLY CORROSIVE ENVIRONMENTS ALL WIND RESISTING HARDWARE INCLUDING THE
HURRICANE STRAPS SHALL BE MADE OF STAINLESS STEEL OR SHALL BE DIPPED (AND
SCRATCHES REPAINTED) IN COL-TAR EPOXY PAINT.
HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S
INSTRUCTIONS.
HANGERS OR STRAPS THAT DO NOT MATCH EXACTLY TO THE ONES SPECIFIED ON THE
DRAWINGS IN STEEL YIELD OR ULTIMATE STRENGTH, STEEL DIMENSIONS (LENGTH AND
WIDTH), NUMBER AND DIAMETER OF HOLES FOR SAME SIZES OF NAILS OR BOLTS, AND/OR
DO NOT HAVE THE SAME GENERAL SHAPE WILL NOT BE ACCEPTABLE.
NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR CONNECTION OF
WOOD MEMBERS UNLESS CONNECTION DETAIL IS IN WRITING PRIOR TO INSTALLATION.
ALL NAILS, SCREWS, AND BOLTS SHALL BE HOT-DIPPED GALVANIZED.
I HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OF RECORD, THAT THE BUILDING
DESIGN AS SHOWN ON THESE PLANS (STRUCTURAL COMPLIANCE ONLY) AND AS
ACCOMPANIED BY DESIGN AND SUPPORT DOCUMENTS, CONFORMS TO THE 2020 7th
EDITION FLORIDA BUILDING CODE. THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSS
COMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THE ENGINEER OF RECORD.
THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 7th EDITION
FLORIDA BUILDING CODE WITH SUPPLEMENTS.
Craig E. Gunderson, P.E. #060102 Date:
FLORIDA ENGINEERING, LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FL. 33952
PH: (941) 391-5980
FAX: (941) 979-8196
FRIDGE
CEILING HEIGHT 10' 1"
COFFER TO 11' 1"
WH
CEILING HEIGHT 10' 1"
COFFER TO 11' 1"
15' - 3" x 14' - 0"
MASTER BEDROOM
WIC
WIC
17' - 6" x 9' - 5"
MASTER BATH
DEN
8' - 3" x 7' - 8"
FOYER
27' - 2" x 13' - 1"
GREAT ROOM
KITCHEN
8' - 8" x 4' - 6"
BUTLER'S PANTRY
9' - 0" x 8' - 6"
LAUNDRY
BEDROOM 2
BATH 2
BEDROOM 3
BATH 3
FLEX SPACE
CASUAL DINING
GARAGE
FT. ENTRY
10' - 8" X 12' - 1"
CEILING HEIGHT 15' - 7"
LANAI
15' - 9" X 14' - 4"
CEILING HEIGHT 10' - 1"
DINING PATIO
16' - 10" X 12' - 8"
CEILING HEIGHT 10' - 1"
30' - 8" X 20' - 6"
CEILING HEIGHT 10' - 1"
13' - 2" X 12' - 6"
CEILING HEIGHT 10' - 1"
13' - 2" X 13' - 0"
CEILING HEIGHT 10' - 1"
13' - 0" X 15' - 10"
CEILING HEIGHT 10' - 1"
16' - 4" X 10' - 0"
13' - 6" X 19' - 0"
CEILING HEIGHT 10' - 1"
11' - 0" X 11' - 0"
CEILING HEIGHT 12' - 1"
CEILING 12' 1"
COFFER TO 13' 1"
CEILING HEIGHT 10' - 1"
MASTER SHOWER
OPTIONAL GRILL AREA
LINEAR NICHE
SEATDW
ARRIVAL CENTER
SUSPENDED
AIR HANDLER
OPTIONAL
CLOSET
CEILING HEIGHT 10' 1"
COFFER TO 11' 1"
ACTIVE FIXED
Linen Closet
24 x 20 x 84IRONING
BOARD
Linen Closet
24 x 22 x 84
ATTIC ACCESS WITH LADDER VERIFY LOCATION ON SITEP.C.WASHERDRYERScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C. ___________________________________CLIENT'S APPROVAL DATE 1/4" = 1'-0"
11/24/2021 12:48:31 AM
A-22401 Noble Oaks LaneFt. Pierce, FL 34981Dudley Residence 1/4" = 1'-0"1First Floor
Area Calculations
Name Area
LIVING 2833 SF
GARAGE 653 SF
LANAI 223 SF
DINING PATIO 203 SF
FT. PORCH 104 SF
Grand total: 5 4015 SF Rev. # DescriptionDateI HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OF RECORD, THAT THE BUILDING
DESIGN AS SHOWN ON THESE PLANS (STRUCTURAL COMPLIANCE ONLY) AND AS
ACCOMPANIED BY DESIGN AND SUPPORT DOCUMENTS, CONFORMS TO THE 2020 7th
EDITION FLORIDA BUILDING CODE. THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSS
COMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THE ENGINEER OF RECORD.
THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 7th EDITION
FLORIDA BUILDING CODE WITH SUPPLEMENTS.
Craig E. Gunderson, P.E. #060102 Date:
FLORIDA ENGINEERING, LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FL. 33952
PH: (941) 391-5980
FAX: (941) 979-8196
First Floor0"First Floor0"
Entry Roof15' - 7"
Main Roof10' - 1"
Elevated Front12' - 1"2' - 2 1/2"2' - 1 3/4"5' - 8 3/4"10' - 11 3/4"5" / 12"5" / 12"5" / 12"1 2
1' - 8"
1' - 8"
1' - 8"20' - 3 7/8"20' - 11 3/4"19' - 2 3/4"15' - 1 7/8"1' - 10 1/4"8' - 2 3/4"2' - 0"2' - 0 1/2"5' - 1 1/2"2' - 0 1/2"6' - 1 3/4"2' - 0"2' - 7"3' - 2"
CA 2660
2
PW 6020
1
6080 FD
1 CA 2660-2
22
CA 2660-2
20
PW 2620-2
21PW 2620-2
23
PW 2020
19
CA 2020
18
PW 2020
178080 GD
3
16080 GD
2
7' - 10 1/2"
10' - 2 3/4"
8' - 1 3/4"6"8' - 0"1' - 2"2' - 6"10"11' - 5"5' - 8 3/4"
6"
10' - 3 3/4"
First Floor0"First Floor0"
Main Roof10' - 1"Main Roof10' - 1"
9' - 0 1/4"3' - 11"2' - 9 1/4"5' - 4 3/4" 1' - 11"
SH35
EGRESS
13
SH35
EGRESS
11
SH25
EGRESS
9
2' - 9 1/4"5' - 4 3/4" 1' - 11"2' - 9 1/4"5' - 4 3/4" 1' - 11"
125" / 12"5" / 12"5" / 12"1' - 8"
1' - 8"
1' - 8"1' - 8"
SH35
EGRESS
12
SH35
EGRESS
10
SH25
EGRESS
8
4' - 5 1/8"6' - 4"9' - 0 1/4"
1' - 4"3' - 6"
8' - 2"
8' - 2"8' - 2"8' - 1 1/2"8' - 2"2' - 3"3080 Panel
412080 SLIDER
7
2880 FD
5 5" / 12"9' - 5"1' - 0"ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C. ___________________________________CLIENT'S APPROVAL DATE 1/4" = 1'-0"
11/24/2021 12:48:34 AM
A-32401 Noble Oaks LaneFt. Pierce, FL 34981Dudley Residence 1/4" = 1'-0"1Front
1/4" = 1'-0"2Rear Rev. # DescriptionDateI HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OF RECORD, THAT THE BUILDING
DESIGN AS SHOWN ON THESE PLANS (STRUCTURAL COMPLIANCE ONLY) AND AS
ACCOMPANIED BY DESIGN AND SUPPORT DOCUMENTS, CONFORMS TO THE 2020 7th
EDITION FLORIDA BUILDING CODE. THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSS
COMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THE ENGINEER OF RECORD.
THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 7th EDITION
FLORIDA BUILDING CODE WITH SUPPLEMENTS.
Craig E. Gunderson, P.E. #060102 Date:
FLORIDA ENGINEERING, LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FL. 33952
PH: (941) 391-5980
FAX: (941) 979-8196
First Floor0"First Floor0"
Entry Roof15' - 7"
Main Roof10' - 1"Main Roof10' - 1"
Elevated Front12' - 1"
SH25
EGRESS
4
SH 2833
OBSCURE
5SH25
EGRESS
6
SH23 TEMP
OBSCURE
7 1' - 11"5' - 4 3/4"2' - 9 1/4"1' - 11"3' - 4 1/8"4' - 9 7/8"1' - 11"5' - 4 3/4"2' - 9 1/4"1' - 11"3' - 4 1/8"4' - 9 7/8"18' - 1 1/8"3' - 2" 2' - 0" 3' - 2"13' - 2"2' - 9"2' - 2"3' - 2"8' - 5 1/2"
B A5" / 12"5" / 12"5" / 12"1' - 8"1' - 8"1' - 8 1/8"
8' - 2"
First Floor0"First Floor0"
Entry Roof15' - 7"
Main Roof10' - 1"Main Roof10' - 1"
Elevated Front
12' - 1"
PW 5050
OBSCURE
31' - 11"5' - 1 3/4"3' - 4 1/4"PW 1960
16
PW 1960
15
SH14 TEMP
OBSCURE
141' - 11"6' - 1 3/4"2' - 0 1/4"5' - 11 1/2"1' - 10" 5' - 11 3/4" 1' - 10" 3' - 10 1/2" 1' - 8 1/8"3' - 9 5/8"4' - 4 3/8" 1' - 11"
BA5" / 12"5" / 12"5" / 12"7' - 9 7/8"
8' - 1 1/2"8' - 1 1/2"
8' - 2"
8' - 2"
6080 SLIDER XX
6
2880 FD
5 1' - 0"9' - 5"5" / 12"5" / 12"ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C. ___________________________________CLIENT'S APPROVAL DATE 1/4" = 1'-0"
11/24/2021 12:48:37 AM
A-42401 Noble Oaks LaneFt. Pierce, FL 34981Dudley Residence 1/4" = 1'-0"1Left
1/4" = 1'-0"2Right Rev. # DescriptionDateI HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OF RECORD, THAT THE BUILDING
DESIGN AS SHOWN ON THESE PLANS (STRUCTURAL COMPLIANCE ONLY) AND AS
ACCOMPANIED BY DESIGN AND SUPPORT DOCUMENTS, CONFORMS TO THE 2020 7th
EDITION FLORIDA BUILDING CODE. THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSS
COMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THE ENGINEER OF RECORD.
THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 7th EDITION
FLORIDA BUILDING CODE WITH SUPPLEMENTS.
Craig E. Gunderson, P.E. #060102 Date:
FLORIDA ENGINEERING, LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FL. 33952
PH: (941) 391-5980
FAX: (941) 979-8196
ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C. ___________________________________CLIENT'S APPROVAL DATE 11/24/2021 12:48:38 AM
A-52401 Noble Oaks LaneFt. Pierce, FL 34981Dudley ResidenceDoor Schedule - Exterior
Mark Count Manufacturer Model Type Width
Head
Height Swing Glass Type
1 1PGT Industries FD101 6080 FD 6' - 0" 8' - 0" LH ACTIVE Glass - Clear - PGT Low E MAX Insulated
2 1Wayne Dalton SERIES 8000 16080 GD 16' - 0" 7' - 8" SECTIONAL
3 1Wayne Dalton SERIES 8000 8080 GD 8' - 0" 7' - 8" SECTIONAL
4 1THERMA-TRU Fiber Classic 3080 Panel 3' - 0" 7' - 8" RHOS
5 1PGT Industries FD101 2880 FD 2' - 8" 8' - 0" RHOS Glass - Clear - PGT Low E MAX Insulated
6 1PGT Industries SGD770 6080 SLIDER XX 6' - 0" 8' - 0" RH ACTIVE Glass - Clear - PGT Low E MAX Insulated
7 1PGT Industries SGD770 12080 SLIDER 12' - 0" 8' - 0" LH ACTIVE Glass - Clear - PGT Low E MAX Insulated
Grand total: 7
Window Schedule
Mark Count Manufacturer Model Type Width HeightColor Glass
11 PGT
WinGuard
PW7720A PW 6020 6' - 5" 2' - 0" Glass - Clear - PGT Low E MAX Insulated
21 PGT
WinGuard
CA740 CA 2660 2' - 6" 6' - 0" Glass - Clear - PGT Low E MAX Insulated
31 PGT
WinGuard
PW7720A PW 5050
OBSCURE
5' - 0" 5' - 0" Glass - Low E MAX - PGT - Obscure
Insulated Temp.
41 PGT
Industries
SH7700A SH25 EGRESS 3' - 1" 5' - 3" Glass - Clear - PGT Low E MAX Insulated
51 PGT
Industries
SH7700A SH 2833
OBSCURE
2' - 8" 3' - 2 3/8" Glass - Low E MAX - PGT - Obscure
Insulated Temp.
61 PGT
Industries
SH7700A SH25 EGRESS 3' - 1" 5' - 3" Glass - Clear - PGT Low E MAX Insulated
71 PGT
Industries
SH7700A SH23 TEMP
OBSCURE
3' - 1" 3' - 2 3/8" Glass - Low E MAX - PGT - Obscure
Insulated Temp.
81 PGT
Industries
SH7700A SH25 EGRESS 3' - 1" 5' - 3" Glass - Clear - PGT Low E MAX Insulated
91 PGT
Industries
SH7700A SH25 EGRESS 3' - 1" 5' - 3" Glass - Clear - PGT Low E MAX Insulated
101 PGT
Industries
SH7700A SH35 EGRESS 4' - 5 1/8" 5' - 3" Glass - Clear - PGT Low E MAX Insulated
111 PGT
Industries
SH7700A SH35 EGRESS 4' - 5 1/8" 5' - 3" Glass - Clear - PGT Low E MAX Insulated
121 PGT
Industries
SH7700A SH35 EGRESS 4' - 5 1/8" 5' - 3" Glass - Clear - PGT Low E MAX Insulated
131 PGT
Industries
SH7700A SH35 EGRESS 4' - 5 1/8" 5' - 3" Glass - Clear - PGT Low E MAX Insulated
141 PGT
Industries
SH7700A SH14 TEMP
OBSCURE
1' - 7 1/8" 4' - 2 5/8" Glass - Low E MAX - PGT - Obscure
Insulated Temp.
151 PGT
Industries
PW7720A PW 1960 1' - 9" 6' - 0" Glass - Loe E MAX - PGT - Obscure
Insulated Temp.
161 PGT
Industries
PW7720A PW 1960 1' - 9" 6' - 0" Glass - Loe E MAX - PGT - Obscure
Insulated Temp.
171 PGT
WinGuard
PW7720A PW 2020 2' - 0" 2' - 0" Glass - Clear - PGT Low E MAX Insulated
181 PGT
WinGuard
CA740 CA 2020 2' - 0" 2' - 0" Glass - Clear - PGT Low E MAX Insulated
191 PGT
WinGuard
PW7720A PW 2020 2' - 0" 2' - 0" Glass - Clear - PGT Low E MAX Insulated
201 PGT
WinGuard
CA740 CA 2660-2 2' - 6" 6' - 0" Glass - Clear - PGT Low E MAX Insulated
211 PGT
WinGuard
PW7720A PW 2620-2 2' - 6" 1' - 11 1/4" Glass - Clear - PGT Low E MAX Insulated
221 PGT
WinGuard
CA740 CA 2660-2 2' - 6" 6' - 0" Glass - Clear - PGT Low E MAX Insulated
231 PGT
WinGuard
PW7720A PW 2620-2 2' - 6" 1' - 11 1/4" Glass - Clear - PGT Low E MAX Insulated
Grand total: 23 Rev. # DescriptionDateDoor Schedule - Interior
MarkManufacturer Model Swing Width Height
40THERMA-TRU Fire Rated 20MIN LHIS 3' - 0" 8' - 0"
41Masonite Solid Core Pocket 3' - 0" 8' - 0"
42Masonite Solid Core BiFold 3' - 0" 8' - 0"
43Masonite Solid Core RH 2' - 8" 8' - 0"
44Masonite Solid Core BiFold 6' - 0" 8' - 0"
45Masonite Solid Core Pocket 2' - 8" 8' - 0"
46Masonite Solid Core LH 2' - 6" 8' - 0"
47Masonite Solid Core RH 2' - 6" 8' - 0"
48Masonite Solid Core BiFold 5' - 0" 8' - 0"
49Masonite Solid Core BiFold 5' - 0" 8' - 0"
50Masonite Solid Core LH 2' - 8" 8' - 0"
51Masonite Solid Core LH 2' - 8" 8' - 0"
52Masonite Solid Core BiFold 6' - 0" 8' - 0"
53Masonite Solid Core LH 2' - 8" 8' - 0"
54Masonite Solid Core LH 2' - 6" 8' - 0"
55Masonite Solid Core RH 3' - 0" 8' - 0"
56Masonite Solid Core BiFold 5' - 0" 8' - 0"
57Masonite Solid Core RH 3' - 0" 8' - 0"
58Masonite Solid Core Pocket 3' - 0" 8' - 0"
59Masonite Solid Core RH 2' - 6" 8' - 0"
60Masonite Solid Core LH 2' - 6" 8' - 0"
Grand total: 21
I HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OF RECORD, THAT THE BUILDING
DESIGN AS SHOWN ON THESE PLANS (STRUCTURAL COMPLIANCE ONLY) AND AS
ACCOMPANIED BY DESIGN AND SUPPORT DOCUMENTS, CONFORMS TO THE 2020 7th
EDITION FLORIDA BUILDING CODE. THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSS
COMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THE ENGINEER OF RECORD.
THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 7th EDITION
FLORIDA BUILDING CODE WITH SUPPLEMENTS.
Craig E. Gunderson, P.E. #060102 Date:
FLORIDA ENGINEERING, LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FL. 33952
PH: (941) 391-5980
FAX: (941) 979-8196
F1F5F2F3F1F1F1F1F1F1F3S-1216' - 11 5/8"5' - 5"1122BBAA12' - 0"20' - 0"29' - 10 1/2"10' - 11 3/4"20' - 8 5/8"11' - 1"7' - 5"11' - 4 1/2"8' - 9"48' - 0 3/8"9' - 10 3/4"8' - 0 1/4"77' - 10 7/8"56' - 1 3/4"19' - 3 1/4"2' - 5 7/8"15' - 2 1/4"16' - 3 1/2"15' - 9 1/8"16' - 2 5/8"72' - 10 1/4"9' - 4 3/4"63' - 5 1/2"65' - 11 1/4"11' - 11 5/8"4" 3000# FIBERMIX CONCRETE ON .006 VAPOR BARRIER ON CLEAN, COMPACTED, TERMITE TREATED FILLFILL TO COMPLY WITH SITE PREPARATION ON PAGE "A-2" ALL PERIMETER & INTERIOR FOOTINGS TO BE 16" WIDE X 20" DEEP WITH (2) #5 REBAR CONTINUOUS UNLESS OTHERWISE NOTEDUNLESS OTHERWISE NOTED ON PLANVERT.STEEL PLACEMENT NOT TO EXCEED:4'-0" O.C. IN 10'-1" WALLS &3'-0" O.C. IN 12'-1" WALLS"TIE BEAM POUR DOWN OVER WINDOWS & DOORS:FOR EACH ADDITIONAL 12" ADD (2)#5 REBAR HORIZ.MAX. BEAM DEPTH 48"CONTRACTOR TO VERIFY ALL MASONRY OPENINGS IN THE FIELD2' - 6 1/4"2' - 10 1/8" 2' - 9 1/8"WINDOW3' - 10" 1' - 6"WINDOW3' - 5" 4' - 2"4' - 2"4' - 2"WINDOW3' - 10" 8" 8"WINDOW3' - 10" 3' - 5 7/8" 3' - 5 7/8" 3' - 5 7/8" 3' - 5 7/8" 3' - 9 7/8"4' - 1 1/8"WINDOW7' - 0"4' - 1 1/8"15' - 3 1/2"1' - 0"3' - 3 5/8"2' - 11 5/8"3' - 6 3/4"DOOR3' - 10 1/4"1' - 4 3/4"WINDOW9' - 8 1/4"2' - 4 7/8"1' - 9 7/8"SLIDER6' - 10"8"4"1' - 0"SLIDER12' - 10"1' - 3 1/2"3' - 7"WINDOW9' - 8 1/4"3' - 7"1' - 0"6' - 8 1/4"4"4"14' - 5 1/8"1' - 0"1' - 0"8' - 10 3/4"4' - 5 1/8"4' - 0 7/8"3' - 8 7/8"3' - 8 7/8"3' - 8 7/8"3' - 8 7/8"3' - 8 7/8"3' - 8 7/8"WINDOW2' - 4 1/8"3' - 2 1/2"WINDOW2' - 6"4' - 7 3/4"8"WINDOW2' - 6"2' - 7 3/4"2' - 11 3/4"11 7/8"WINDOW2' - 9" 4"WINDOW2' - 10" 4"WINDOW2' - 9" 11 7/8"3' - 3"2' - 11" 2' - 7"1' - 10"2' - 0"WINDOW5' - 11" 1' - 7 1/2"2' - 9 1/2"WINDOW3' - 4" 3' - 1 1/2"1' - 10"3' - 10 3/4"3' - 7 1/8"WINDOW5' - 9"3' - 11 1/8" 3' - 6 5/8"1' - 0"8"GARAGE DOOR16' - 8"8"1' - 0"1' - 0"8"GARAGE DOOR8' - 8"8"1' - 0"4' - 0 1/2"3' - 8 5/8"3' - 8 5/8"3' - 8 5/8"4' - 0 3/4"1' - 0"DOOR4' - 2" 2' - 1" 2' - 1 3/4"-4" SLOPE 1.50"-4" SLOPE 2.00"-4" SLOPE 1.75"ASSUME 0.00" FFE20' - 7"1' - 6"16' - 10 1/4"9' - 7 7/8"15' - 1 1/2"S-139' - 10 1/2"13' - 5 3/4"22' - 2 5/8"4 1/2"14' - 0 3/4"9' - 6"KITCHEN ISLAND WALL7 5/8"3' - 2"RECESS 2" FOR SLIDER 12' - 2"9"9"6' - 2"RECESS 2" FOR SLIDER -4"-4"8"OPENING13' - 9 1/8"1' - 4"1' - 4"OPENING6' - 0 1/4"8"OPENING14' - 11 1/2"1' - 4"OPENING8' - 6 3/4"S-1112' - 1"5' - 3 1/2"F1F1F1ELECTRICAL CONTRACTOR TO INSTALL 1/2" CONDUIT FOR COLUMN LIGHTS PRIOR TO SLAB & COLUMN POURS7S-220' - 6 1/8"3' - 6"3' - 6"7' - 8 7/8"3' - 6"2' - 1"20' - 5 1/2"S-28GRC 2-PLY GIRDER ABOVEGRH 2-PLY GIRDER ABOVEGRL 3-PLY GIRDER ABOVE9S-210S-2S-211CORNER PAD REFER TO CALLOUTCORNER PAD REFER TO CALLOUTWALL PADREFER TO SECTION VIEWSHOWER RECESSSHOWER RECESS2' - 9 3/4"2' - 9 3/4"135.00
°45* BlockW/(2) #5 VERTOPENING3' - 2 1/4"2' - 4"7' - 5"2' - 4"
F2
F3
F3
2"1' - 8"8' - 5"1' - 8" 2"2"1' - 4"3' - 9 1/2"3' - 0 1/4"2' - 4 1/4"4 3/8"
DOUBLE SWING DOOR
6' - 8 1/4"4 3/8"
1' - 10"11 7/8"10 1/4" 8"5' - 3 1/2"5' - 3 1/2"5' - 4 1/2"8" x 12"8" x 12"
ALL STEEL #5 VERT
FILLED W/3000# PUMP MIX
6"8" 4"9' - 1"4" 8" 6"6"8"4' - 1 1/2"F1 F1
F1
10' - 11 3/4"
-4" SHOWER
RECESS LINE
2
7 5/8"4' - 2 1/2"7 5/8"9' - 8 1/2"7 5/8"
16" W X 20" D - MONOLITHIC CONTINUOS
FOOTER W/(2) #5 REBAR CONT.F1
F2
F3
20" W X 18" D - FOOTER W/(3) #5 REBAR CONT.
24" W X 18" D - FOOTER W/(3) #5 REBAR CONT.
F4 36" W X 36" L x 24" D - PAD W/(8) #5 REBAR GRID7 1/4"F5 18" W X 18" D - INT. BEARING FOOTER W/(2) #5 REBAR CONT.
ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C. ___________________________________CLIENT'S APPROVAL DATE As indicated
11/24/2021 12:48:40 AM
S-12401 Noble Oaks LaneFt. Pierce, FL 34981Dudley Residence 1/4" = 1'-0"5Foundation 1/2" = 1'-0"3 Foundation - Rear Angle Wall Joins Rev. # DescriptionDate 1/2" = 1'-0"1 Foundation - Entry & Column Callout
3/8" = 1'-0"2 Master Shower Recess -4"
1/4" = 1'-0"
Footer Legend I HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OF RECORD, THAT THE BUILDING DESIGN AS SHOWN ON THESE PLANS (STRUCTURAL COMPLIANCE ONLY) AND AS ACCOMPANIED BY DESIGN AND SUPPORT DOCUMENTS, CONFORMS TO THE 2020 7th EDITION FLORIDA BUILDING CODE. THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSS COMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THE ENGINEER OF RECORD. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 7th EDITION FLORIDA BUILDING CODE WITH SUPPLEMENTS.Craig E. Gunderson, P.E. #060102Date:FLORIDA ENGINEERING, LLC 4161 TAMIAMI TRAIL, UNIT 101 PORT CHARLOTTE, FL. 33952 PH: (941) 391-5980FAX: (941) 979-8196
First Floor0"First Floor0"
Entry Roof15' - 7"
Main Roof10' - 1"
B
B
1' - 2"6080 FD
1
PW 6020
1
10' - 3 3/4"1' - 9 1/4"MIN. 5/8" STUCCO
OVER RIB LATH
R30 TO BTM
TRUSS CORD
1 1/2" X 12
STUCCO BAND
8"W X 14"D FORMED TIE BEAM
3000# PUMP MIX W/(4) #5 CONT.
8" LINTEL W (1) #5 - 8F80T1B
FRONT & BOTH SIDES OF ENTRY
3" X 10 STUCCO BAND
WRAPS AROUND ENTRY
10' - 1"1' - 0"12' - 1"1' - 0"11' - 1"TRUSS BEARING PT.
MIN. 5.5" SPRAY FOAM INSL.
OPEN CELL
SPRAY FOAM
8"W X 17.5"D
FORMED TIE BEAM
3000# PUMP MIX
W/(4) #5 CONT.1' - 11"8' - 2"9"W X 2"D RECESS FOR SLIDER
F1
F1
F1
F2
R30 BATT
INSULATION
R30 BATT
INSULATION
8' - 2"
26806080 SLIDER XX
6
12080 SLIDER
7
TRUSS BEARING PT.1' - 0"9' - 5"8"W X 12"D
FORMED TIE
BEAM 3000# PUMP
MIX W/(4) #5
CONT.
8"W X 23"D FORMED TIE
BEAM 3000# PUMP MIX
W/(6) #5 CONT.
COLUMNS STEEL #5 VERT
FILLED W/3000# PUMP MIX
DECORATIVE APPLIED STONE
First Floor
0"
Main Roof10' - 1"
7' - 9 7/8"5' - 1"7' - 9 7/8"
Elevated Front12' - 1"
A
A
1' - 11"5' - 1 3/4"3' - 4 1/4"PW 5050
OBSCURE
31' - 2"8"W X 14"D FORMED TIE BEAM
3000# PUMP MIX W/(4) #5 CONT.
4' - 8F8-0B/0T
PRE STRESSED LINTEL
W/(1) #5 3000# PUMP MIX
1' - 4"8"8" FORMED SILL W/(1)
# 5 3000# PUMP MIX
3080
S-2
5sim
7' - 4"First Floor0"
Main Roof
10' - 1"
A
A
2' - 5"8' - 0"FORMED & POURED BEAM
W/(2)#5 TOP, (2) #5 MID,
(2)#5 BTM & WIRE TIES/
STIRRUPS 12" O.C.
3000# PUMP MIX CEMENT
S-2
6
F1
First Floor0"
Entry Roof15' - 7"
Elevated Front
12' - 1"10"2' - 0"8' - 2 3/4"1' - 10 1/4"8"1' - 4"8" FORMED SILL W/(1)
# 5 3000# PUMP MIX
8"W X 20"D FORMED TIE BEAM
3000# PUMP MIX W/(4) #5 CONT.
3"
12" COLLAR BAND
1 1/2" BEYOND STUCCO
10" BAND
3" BEYOND STUCCO
S-2
5
F2
F1
8"2"6"2"8" FORMED SILL W/(1)
# 5 3000# PUMP MIX
ALL BANDING
DIMENSIONS
BEYOND STUCCO
6"BEYOND STUCCO
1"
First Floor0"
Foundation-1' - 8"
Main Roof10' - 1"
2' - 0"1' - 8"24"W X 28"L X 24"D
W/(3)#5 E.W.
2
7
S-2
2' - 0"2' - 4"1' - 0"1' - 4"GRH 2-PLY GIRDER
OVER MASTER BATH
24"W X 28"L X 24"D
W/(3)#5 E.W.
F1
F1
F1
First Floor
0"
Foundation-1' - 8"1' - 8"3' - 6"2' - 0"SHOWER
RECESS LINE
42" W X 42" L X 24" D
W/(5) #5 E.W.
First Floor0"
Foundation-1' - 8"1' - 8"4"2"9"
3' - 6"
1' - 5"2' - 1"
42"W X 42"L X 24"D
W/(5) #5 E.W.
10
S-2
1' - 11"1' - 7"2' - 1"1' - 5"
3' - 6"3' - 6"F1
F1
42"W X 42"L X 24"D
W/(5) #5 E.W.
ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C. ___________________________________CLIENT'S APPROVAL DATE As indicated
11/24/2021 12:48:42 AM
S-22401 Noble Oaks LaneFt. Pierce, FL 34981Dudley Residence 1/4" = 1'-0"1Section Thru Front Door
3/8" = 1'-0"3Garage & Section Laundry Window
3/8" = 1'-0"4Typ. Garage Door Header
3/8" = 1'-0"2 Section Den Window
1" = 1'-0"5 Typical Window Sill & Banding
1" = 1'-0"6 Typ. Garage Door Banding Rev. # DescriptionDate 1/4" = 1'-0"7Master Bath Corner Pad
1/2" = 1'-0"8Foundation - Master Bathroom
1/2" = 1'-0"9Bedroom & Bath #3 Pad
1/2" = 1'-0"10Porch Corner Pad for GRL
1/2" = 1'-0"11 Foundation - Porch Corner GRL
I HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OF RECORD, THAT THE BUILDING
DESIGN AS SHOWN ON THESE PLANS (STRUCTURAL COMPLIANCE ONLY) AND AS
ACCOMPANIED BY DESIGN AND SUPPORT DOCUMENTS, CONFORMS TO THE 2020 7th
EDITION FLORIDA BUILDING CODE. THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSS
COMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THE ENGINEER OF RECORD.
THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 7th EDITION
FLORIDA BUILDING CODE WITH SUPPLEMENTS.
Craig E. Gunderson, P.E. #060102 Date:
FLORIDA ENGINEERING, LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FL. 33952
PH: (941) 391-5980
FAX: (941) 979-8196
3S-2SH25EGRESS612' - 0"20' - 0"8' - 9"12' - 1"9' - 0 1/2"10' - 11 3/4"2' - 0"72' - 10 1/4"18' - 0"7' - 9 7/8"5' - 1"7' - 9 7/8"2"10S-411' - 4 1/4"OPTIONAL CLOSET8' - 7 7/8"4' - 0 3/8"2' - 6"19' - 3 1/4"56' - 1 5/8"77' - 10 7/8"5' - 3 1/2"8' - 9"11' - 11 5/8"48' - 0 3/8"9' - 10 3/4"8' - 0 1/4"65' - 11 1/4"31' - 5 3/4"15' - 9 1/8"16' - 2 5/8"63' - 5 1/2"3e2e3e1e3e3e1e8' - 9"4iCA 2660-222CA 2660-220PW 202019CA 26602PW 5050OBSCURE3SH35EGRESS13SH35EGRESS12SH25EGRESS4SH14 TEMPOBSCURE14SH25EGRESS8SH25EGRESS9SH23 TEMPOBSCURE7SH35EGRESS10SH35EGRESS11PW 202017SH 2833OBSCURE5CA 202018PW 196015PW 1960164' - 5 1/4"13' - 4 5/8"3' - 8 1/2"10' - 10 1/2"14' - 4 1/4"7 5/8"5' - 10 1/2"4' - 4 1/2"5' - 4 1/4"11' - 4 1/4"2' - 4 1/2" 4' - 0 1/2" 5' - 10 5/8"9' - 11 1/4"4' - 5 3/4"6' - 10 3/4"13' - 6 1/4"2' - 4 3/4" 3' - 10 3/4"7' - 2 1/2"3' - 0 1/2" 2' - 4 1/2"8' - 7 3/4"4' - 10 1/4"4' - 0" 4' - 10 1/2"7 5/8"13' - 6 3/8"2' - 4 5/8" 6' - 10 1/2" 2' - 8 1/2"6' - 11"9' - 0 5/8"3' - 10 1/2" 5' - 4 1/2"13' - 6 1/4"3' - 10 1/2"4' - 3"5' - 8 1/2"2' - 4 1/2"13' - 9 3/4"8' - 3"8' - 5 1/4"7 5/8"9 3/4"2' - 0 3/4"6 1/2"FINISHED3' - 4"4' - 9 1/2"2' - 4 1/2"13' - 4 1/2"5' - 4 3/8"4' - 8"9' - 7 3/4"4' - 3 1/4"1' - 4 1/4"1' - 2 1/2"1' - 9 1/4"7 5/8"13' - 5 1/8"9' - 6"6' - 7"FINISHED2' - 8" 4' - 4 1/2"FINISHED2' - 8" 7 5/8"3080583080572680592680605080 BF563080552680543080412680462680472880436080 BF443080 EXT.402880452880502880516080 BF522880533080 Panel48080 GD316080 GD26080 FD112080 SLIDER76080 SLIDER XX62880 FD51122BBAA20' - 6"2' - 6"16' - 3 1/2"5 1/4"SUSPENDED AIR HANDLER2' - 7 5/8"5' - 4"8' - 10 3/4"2' - 9 5/8"2' - 9 5/8"15' - 6"1' - 7 5/8"1' - 6 7/8"18' - 1 1/8"3' - 2"2' - 0"3' - 2"13' - 2"2' - 9"2' - 2"3' - 2"8' - 5 1/2"4' - 5 1/8"6' - 4"4' - 5 1/8"9' - 0 1/4"2' - 8 7/8"2' - 1 7/8"6' - 2"1' - 4"1' - 4"12' - 2"1' - 7 1/2"3' - 11"9' - 0 1/4"3' - 11"26' - 10 1/2"1' - 8 1/8"3' - 10 1/2"1' - 10"5' - 11 3/4"1' - 10"5' - 11 1/2"1' - 4"2' - 1"1' - 0 3/8"2' - 1"1' - 0 3/8"2' - 1"1' - 4"4' - 2 1/2"5' - 1 1/2" 2' - 0 1/2"3' - 2"2' - 7" 5' - 4"5 1/2"6' - 6"5 1/2"2' - 0"8' - 0"2' - 0" 2' - 0"16' - 0"2' - 0"32' - 0"40' - 10 1/4"PW 2620-221PW 2620-223PW 60201ACTIVE FIXED 2e2e1e1e2e1i1i1i1i4i1i1i1i2e1i2X4 WOOD BEARING 1/2" DRYWALL LIVING 5/8" TYPE "X" GARAGE1i1i1i34-1/2" HIGH WALL TOSUPPORT CABINETS1i1i1S-22S-24S-25' - 0"4' - 1 3/4"7' - 0"4' - 1 3/4"1' - 5 1/2"11 1/2"S-438S-46 1/2"4 5/8"13' - 8 3/4"14' - 11 1/2"11S-45080 BF485080 BF498B1i1i9S-42e2e2e3080 BF42ATTIC ACCESS 22" X 36"P.C.ATTIC ACCESS WITH LADDER VERIFY LOCATION ON SITEP.C.IRONING BOARD2X6 IN FRONT OF RIGID INS.7 1/4"7 5/8"FINISHEDScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C. ___________________________________CLIENT'S APPROVAL DATE 1/4" = 1'-0"
11/24/2021 12:48:44 AM
S-32401 Noble Oaks LaneFt. Pierce, FL 34981Dudley ResidenceArea Calculations
Name Area
LIVING 2833 SF
GARAGE 653 SF
LANAI 223 SF
DINING PATIO 203 SF
FT. PORCH 104 SF
Grand total: 5 4015 SF
1/4" = 1'-0"1First Floor FramingRev. # DescriptionDateI HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OF RECORD, THAT THE BUILDING
DESIGN AS SHOWN ON THESE PLANS (STRUCTURAL COMPLIANCE ONLY) AND AS
ACCOMPANIED BY DESIGN AND SUPPORT DOCUMENTS, CONFORMS TO THE 2020 7th
EDITION FLORIDA BUILDING CODE. THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSS
COMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THE ENGINEER OF RECORD.
THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 7th EDITION
FLORIDA BUILDING CODE WITH SUPPLEMENTS.
Craig E. Gunderson, P.E. #060102 Date:
FLORIDA ENGINEERING, LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FL. 33952
PH: (941) 391-5980
FAX: (941) 979-8196
1e 5/8" STUCCO
7 5/8" CMU
5/8" STUCCO
5/8" STUCCO
7 5/8" CMU
3/4" RIDGID FOAM INSULATION
3/4" P.T. FURRING STRIP 16" OC
1/2" DRYWALL
2" APPLIED STONE FACADE
STUCCO SCRATCH COAT
WATER PROOFING MEMBRANE
7 5/8" CMU
3/4" RIDGID FOAM INSULATION
3/4"" P.T. FURRING STRIP 16" OC
1/2" DRYWALL
2e
4e
5/8" STUCCO
7 5/8" CMU
3/4" RIDGID FOAM INSULATION
3/4" P.T. FURRING STRIP 16" OC
1/2" DENS GLASS
3e
7i
5i
4i
2i
1i 1/2" DRYWALL
3 1/2" STUD
1/2" DRYWALL
1/2" DRYWALL
3 1/2" STUD
5/8" DRYWALL TYPE "X"
1/2" DRYWALL
5 1/2" STUD
1/2" DRYWALL
1/2" DRYWALL
5 1/2" STUD
5/8" DRYWALL TYPE "X"
1/2" DRYWALL
15" FRAMING
1/2" DRYWALL
6i
1/2" MOSAIC TILE
1/2" DENS GLASS
7 1/4" STUD
1/2" DENS GLASS
1/2" MOSAIC TILE
3i 1/2" DRYWALL
3 1/2" STUD
1/2" DENS GLASS
9B
8B 1/2" DRYWALL
3 1/2" WOOD STUD BEARING
58/" DRYWALL TYPE X
1/2" DRYWALL
5 1/2" WOOD STUD BEARING
1/2" DRYWALL
10B 1/2" DRYWALL
7 1/4" WOOD STUD BEARING
1/2" DRYWALL
INTERIOR NON-BEARING WALL TO BE 16" OC WOOD
LUMBER USED FOR STUDS IN INTERIOR NON BEARING PARTITIONS SHALL BE A STRESS
GRADE NOT LESS THAN 225 P.S.I. NOMINAL EXTREME FIBER STRESS IN BENDING.
MIN. 5/8" TWO COAT
DECORATIVE STUCCO
FINISH
2" X 8" HEMP FIR
FASCIA, 1" X 2" PT
UNDER DRIP EDGE
W/FLAT STUCCO
SOFFITS OVER HIGH
RIB LATH
METAL STANDING SEAM
FASTENED TO SELF ADHESIVE
MEMBRANE OVER 5/8" CDX
PLYWOOD, ON PRE-ENG.
TRUSSES AT 24"c.c.
1/2" DRYWALL
8" X 12" POURED
CONCRETE
TIE BEAM WITH (4) #5
CONT., LAP 48 DIA. MIN.
OR AS NOTED ON
FLOOR PLAN
8" X 16" CONC.
BLOCK WITH #5
VERT. DOWEL IN
CONC. FILLED
CELLS AS PER
PLAN
1" X 2" P.T.
FURRING 16" O.C.
ON 3/4" R5 RIGID
INSULATION
1/2" DRYWALLREFER TO ELEVATIONS REFER TO
ELEVATIONS
#5 REBAR VERT. POURED
CELL REFER TO
FOUNDATION PLAN FOR
SPACING & 16"WIDE x 20"
DEEP FOOTER W/(2) #5
REBAR CONT. ALL LAPS 30"
MIN.
BTM OF FOOTER MIN. 12"
BELOW GRADE
CLEAN COMPACTED
FILL PER SITE
PREPARATION NOTE
ON PAGE "A-2"
8" X 16" CMU
4"SEE TRUSS
CONNECTION
PAGE S-6
SPRAY
E
D
O
P
E
N
C
E
L
L
F
O
A
M
1' - 8"1' - 4"
SEE TRUSS TAIL
DETAIL PAGE S-4
REFER TO ELEVATIONS
FOR ROOF PITCH
FROM FURRING4' - 2 3/4"6' - 11"4' - 2 3/4"5 1/2"11 1/2"
1' - 5 1/2"
ALL DIMENSIONS IN THIS VIEW ARE ROUGH FRAMED
12
S-5
6"
13
S-5
First Floor
0"
Main Roof10' - 1"
6' - 11"10' - 1"3080
55
First Floor0"
Main Roof10' - 1"
4' - 4 1/2"
First Floor
0"
Main Roof
10' - 1"
14"H X 22"W
3' - 6"First Floor0"
Main Roof10' - 1"4' - 3 1/4"2' - 7"FINISHED
1' - 3" 1' - 2 3/8"IRONING BOARD
DIMS BASED ON
IRON-A-WAY AE-42
and ANE-42
A.H.U
.
PRO ENG. TRUSSES
SEE SHOP DRAWINGS
FOR EXACT LOCATION
OF OPTIONAL COFFER
TREADED ROD SUPPORT
FOR A.H.U. FROM PRO.
ENG. TRUSS ABOVE
FASTEN WITH 1/2" WASHER
& NUT
A.H.U. ABOVE
DRAIN PAN
CEILING
GYM.
WALL BOARD
(2) MSTA18
(14) 10d NAILS
SPHx AT EVERY
STUD
WITH (6) 10d NAILS
TOP & SOLE PLATE
(2) 2 x
STUDS
2 x PT. PLATE
(2) 2 x
TOP
PLATE
FINISHED
FLOOR
5/8" x 6" TITEN HD BOLTS
WITH 1/8" x 2" HOT DIPPED
GALV. WASHER AT 32" o.c.
OR WEDGE ANCHORS
FRAMING LUMBER
TO BE MIN. 2 x 4
OR AS PER PLAN
FOR EXTERIOR:
FINISH TO BE
STUCCO OVER PAPER
BACKED RIB LATH
(2) 2 x 12 HEADER
BOND TOGETHER
WITH 16d AT 6" o.c.
STAGGERED
ATTACH TRUSSES TO TOP
PLATE AS PER CONNECTOR
SCHDLE
FOR EXTERIOR WALL
APPLICATION PROVIDE 1/2"
C.D.X PLYWOOD ON OUTSIDE
FACE OF STUDS, FASTEN PER
STRUCTURAL NOTES
BTM. OF FTNG.
SPHx 16" o.c.
SEE CONNECTOR
SCHEDULE FOR
FASTNER INFORMATION
1/2" DRYWALL
SIMPSON "SPH"
FASTNER AT
EACH STUD
STUDS 16" O.C.
1/2"
DRYWALL
EACH SIDE
OF STUDS
4" 3000# FIBERMIX CONCRETE
ON .006 VAPOR BARRIER OVER
CLEAN, COMPACTED, TERMITE
TREATED FILL REFERENCE FLOOR PLAN FOR CEILING HEIGHTS(2) 2X4 TOP PLATE CONTINUOS
SIMPSON
"SPX"
FASTNER AT
EACH STUD
2X PT. PLATE FASTENED TO
THE FOUNDATION WITH 1/2" x 6"
SIMPSON TITEN HD 32" o.c. USE
1/8" x 2" HOT DIPPED GALV.
WASHERS
INTERIOR BEARING FOOTING
WITH (2) #5 CONT. REBAR
UNLESS OTHERWISE NOTED18"4"14"REFER TO ROOFING NOTES
FOR TYPICAL WALL SECTION
WIRE LATH WITH
DECORATIVE STUCCO
FINISH
8" X 16" CONC. BLOCK
OR OTHER AS
SPECIFIED
TRUSS
BEARING
POURED CONCRETE
BEAM
REFER TO TRUSS
PLAN
ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C. ___________________________________CLIENT'S APPROVAL DATE As indicated
11/24/2021 12:48:46 AM
S-42401 Noble Oaks LaneFt. Pierce, FL 34981Dudley Residence 1/2" = 1'-0"
Wall Legend - Exterior
1/2" = 1'-0"
Wall Legend - Interior
1 1/2" = 1'-0"1 Truss Tail Detail NTS
Rev. # DescriptionDate 1/2" = 1'-0"2
TYPICAL WALL SECTION DETAIL FLAT
SOFFITS (N.T.S.)
1/2" = 1'-0"3First Floor Framing - Entertainment Wall
3/8" = 1'-0"11 Foyer to Great Room Opening
1/2" = 1'-0"10Master Bath Shower
1/2" = 1'-0"8Master Shower Niches
1/2" = 1'-0"9Wall Mounted Ironing Board
1 : 206
SUSPENDED AIR HANDLER DETAIL
(N.T.S.)
1/2" = 1'-0"5
TYPICAL HEADER ATTACHMENT DETAIL
(N.T.S.)
1/2" = 1'-0"4
INTERIOR BEARING WALL DETAIL
(N.T.S.)
1/2" = 1'-0"7
PORCH & ENTRY CEILING - POURED
BEAM DETAIL (N.T.S.)
I HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OF RECORD, THAT THE BUILDING
DESIGN AS SHOWN ON THESE PLANS (STRUCTURAL COMPLIANCE ONLY) AND AS
ACCOMPANIED BY DESIGN AND SUPPORT DOCUMENTS, CONFORMS TO THE 2020 7th
EDITION FLORIDA BUILDING CODE. THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSS
COMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THE ENGINEER OF RECORD.
THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 7th EDITION
FLORIDA BUILDING CODE WITH SUPPLEMENTS.
Craig E. Gunderson, P.E. #060102 Date:
FLORIDA ENGINEERING, LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FL. 33952
PH: (941) 391-5980
FAX: (941) 979-8196
2"X8" P.T. AT VERTICAL SIDES OF
OPENING & 2"X4" ACCROSS TOP
FASTEN TO BLOCK WITH 1/2"X6"
SIMPSON TITEN HD WITH MIN. 2"
DIAMETER X 1/8" WASHER (TYP.)
SPACING AS NOTED
DOOR SIDES=12" FROM ENDS & 24"
o.c. MAXIMUM AT MIDDLE
8"X16" C.M.U. WITH CELLS
FILLED
WITH 3000# GROUT & (1) #5
VERTICAL DOWEL
DOOR OPNG.EXTERIOR WALL8
"#5 REBAR CONTINUOS
#3 TIES 8" O.C. RQRD.
(1) #7 REBAR
ATTACH REBAR TO
ADJACENT COLUMNS
WITH 90 DEGREE
HOOKS (MIN. 48
DIA.LAP.)
1'-
4"
1"X2" P.T.
DRYWALL
3/16" TAPCON, 1 1/4" EMBEDED IN
MASONRY 8" FROM ENDS AND 12"
c.c.
1"X6" P.T. BUCK
PRE-HUNG
DOOR JAMB
3000# GROUT FILLED CELL,
SEE PLAN FOR VERTICAL
REQUIREMENTS
90 DEGREE HOOKS
48 DIA OVERLAP MIN.
SOLID POURED CELLS
WITH (1)#5 CONTINUOUS
REBAR FROM BEAM TO
FOOTING
FOR HORIZ. TIE BEAM STEEL
REQUIREMENTS, SEE TYP.
WALL SECTION
1"X2" P.T.
STUCCO FINISH RETURNED
TO WINDOW FRAME AT
EXTERIOR
DRYWALL
3/16" TAPCON, 1 1/4" EMBEDED IN
MASONRY 8" FROM ENDS AND 12"
c.c.
1"X6" P.T. WINDOW
BUCK (AT SIDES &
WINDOW HEAD)
2"X6" AT SILL
3000# GROUT FILLED CELL,
SEE PLAN FOR VERTICAL
REQUIREMENTS
3/4" RIGID
INSULATION
2"X (x)" P.T. PLATE
FASTENED TO TIE BEAM
WITH 1/2" X 6" SIMPSON
TITEN HD BOLTS WITH
1/8" X 2" WASHER AT 12"
FROM ENDS & 24" o.c.
2" X (x)" STUDS 16" o.c.
TOP PLATE
(2) 2"X (x)"
SPX AT EVERY STUD
WITH (6) 10d NAILS
TOP & SOLE PLATE
2" X STUDS 16" o.c.
TOP PLATE(2)
2"X
SPX AT EVERY STUD
WITH (6) 10d NAILS
TOP & SOLE PLATE
KNEE WALL LUMBER SIZE NEEDS TO BE EQUAL TO
WALL SIZE AS NOTED ON TRUSS LAYOUT OR AS
SPECIFIED
(2) 2 X
PLATE
SPX AT EVERY STUD
WITH (6) 10d NAILS
LSTA 24 AT 16"c.c FILL
HOLES WITH 10d NAILS
1 x PT
WOOD
BUCK
1/4" ELCO
TAPCON
REQUIRED MIN.
1 1/4" CONC.
EMBED.
TYPICAL HEAD ANCHORAGE USING A 1x PT WOOD BUCK
1 x PT WOOD
BUCK
TYPICAL JAMB ANCHORAGE USING A 1x PT WOOD BUCK
1/4" ELCO
TAPCON
REQUIRED MIN.
1 1/4" CONC.
EMBED.
2 x WOOD BUCK
1/4" ELCO TAPCON
SEE WINDOW SCHEDULE
ATTACHMENT
REQUIREMENTS
TYPICAL SILL ANCHORAGE USING A 2x WOOD BUCK
First Floor0"
Main Roof10' - 1"1' - 0"9' - 1"6 7/8"3' - 0"6 7/8"7' - 0"4' - 1 3/4"6 1/2"
LINEAR FIREPLACE
NEFL60CFH
5' - 1"2' - 10 1/4"70" TV
MUST CONFIRM TV &
FIREPLACE HEIGHT
ON SITE WITH CLIENT
3/4" 4PLY PLYWOOD
PL400 & 12d (3 1/4")
RINGSHANK NAILS
TO 2X4
5/8" DRYWALL
2X12 BLOCKING
BEHIND ENTIRE AREA
120V J BOX AT
LEAST 10" FROM
FINISHED FACE
(2) 2X8 PL400 & 10d (2
1/2") RINGSHANK
NAILS STAGGERED
5/8" DRYWALL TYPE X FRAMED1' - 5 3/8"FRAMED1' - 4 5/8"FINISHED1' - 4 1/8"4 1/4"2' - 2 1/8"2' - 1 1/2"5 1/2"6' - 6"First Floor0"
Main Roof10' - 1"1' - 0"9' - 1"6 7/8"3' - 0" 6 7/8"7' - 0"4' - 1 3/4"6 1/2"
LINEAR FIREPLACE
NEFL60CFH
1' - 0 5/8"4' - 10 7/8"1' - 0 5/8"
5' - 1"2' - 10 1/4"70" TV
ALL DIMENSIONS IN THIS VIEW ARE FINISHED
1' - 4 1/8"1' - 5 1/4"1' - 0"6' - 6"5 1/2"2' - 1 1/2"2" X (x)" P.T. STUD ATTACHED
TO
8" C.M.U. WITH 1/4"X3 1/4"
TAPCON AT 24" o.c.
8" C.M.U. WALL
CONCRETE FILLED
CELL
5/8" X 6" TITEN HD BOLTS WITH
1/8" X 2" WASHER AT 24" o.c.2" X 4" P.T.
PLATE
2" X (x)" STUDS 16"
o.c.
TOP PLATE (2) 2" X
(x)"
SPH4 AT EVERY STUD
WITH (6) 10d NAILS
TOP & SOLE PLATE
FOR AN EXTERIOR WALL
APPLICATION PRIVIDE
1/2" C.D.X. PLYWOOD
ON OUTSIDE FACE OF
STUDS & FASTEN AS
PER STRUCTURAL NOTES
ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C. ___________________________________CLIENT'S APPROVAL DATE As indicated
11/24/2021 12:48:47 AM
S-52401 Noble Oaks LaneFt. Pierce, FL 34981Dudley ResidenceRev. # DescriptionDate 3/4" = 1'-0"2
GARAGE DOOR BUCK ATTACHMENT
DETAIL (N.T.S.)
1/2" = 1'-0"5 GARAGE DOOR HEADER DETAIL (N.T.S.)
3/4" = 1'-0"7
DOOR BUCK ATTACHMENT DETAIL
(N.T.S.)
1" = 30'-0"3
CHANGE IN BEAM ELEVATION DETAIL
(N.T.S.)
3/4" = 1'-0"4
WINDOW BUCK ATTACHMENT DETAIL
(N.T.S.)
1/2" = 1'-0"9
KNEE WALL TO MASONRY DETAIL
(N.T.S.)
1/2" = 1'-0"10
KNEE WALL TO STUD WALL DETAIL
(N.T.S.)
3" = 1'-0"1WINDOW HEAD 1X PT BUCK
3" = 1'-0"8WINDOW JAMB 1X PT BUCK
3" = 1'-0"6WINDOW SILL 2X PT BUCK
3/4" = 1'-0"13Entertainment Wall Elevation Framing
1/2" = 1'-0"12Entertainment Wall Elevation
1 1/2" = 1'-0"11
WOOD TO MASONRY CONNECTION
DETAIL (N.T.S.)
I HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OF RECORD, THAT THE BUILDING
DESIGN AS SHOWN ON THESE PLANS (STRUCTURAL COMPLIANCE ONLY) AND AS
ACCOMPANIED BY DESIGN AND SUPPORT DOCUMENTS, CONFORMS TO THE 2020 7th
EDITION FLORIDA BUILDING CODE. THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSS
COMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THE ENGINEER OF RECORD.
THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 7th EDITION
FLORIDA BUILDING CODE WITH SUPPLEMENTS.
Craig E. Gunderson, P.E. #060102 Date:
FLORIDA ENGINEERING, LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FL. 33952
PH: (941) 391-5980
FAX: (941) 979-8196
LG11
GRE
E
KJ3K
J
3
J3J3J1J1
J3J3J1J1
E1
E1
2
GRBBKJ5KJ5J5
J5
J5
J1
J3
J1J3J5
J5
J5
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J3J1J3
GRC3
GRA
A
A1
KJ5KJ5J5J5J5J1J3J1
J3
J5J5J5J1J3J1
JA3
A2
ATA
ATB
ATB
ATB
ATB GRH
4
GRF
KJ5KJ5J5J1J3J1
J3
J5J1J3J1
J3
HGRGGG1G2G3G4G5G6G75KJC5J1JC3J1
JC3
JC5
JC5
JC5
JC5
J5
J5
J5
J5
J5
J5
J5
J5
J5
J5
J5
J5
J5
J5
6
GRK
K
K1
K2
K3
K4KJ5KJ5J5J5J5J5J5J5J1J3J1
J3J5J5J5J5J5J5J1J3J1
J3
K5
K5
K6GRPPP1P2P3P47KJ5 J1J3J1
J3
J5
J5
JA5
JA5
JA5
GRLGRM
GRDDD1D2D3D4D5D6D7D8D9FF1F2G8G9G9G9G8J5
J5
J5
J5
J5
J5
J5
J5
J5
J5
J5
J5
J5
J5
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J5
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GR2J2MV4MV2MV4
MV2
MV2
MV4
MV6
MV8 MV2MV2MV4MV6MV8MV10MV12MV14VA
VB
V8
V4
MV8MV6LOAD BEARING AT 15'-7"
LOAD BEARING AT 12'-1"
LOAD BEARING AT 10'-1"
CEILING
AT 13'-1"
CEILING
AT 12'-1"
CEILING AT 11'-1"
CEILING
AT 13'-1"
CEILING
AT 12'-1"
CEILING
AT 11'-1"
CEILING
AT 11'-1"
CEILING
AT 11'-1"
A
A/H/U SUSPENDED
FROM BOTTOM
2-2X LEDGER
BY BUILDER
BOTTOM @ 12'-1"2-06-0019-03-0456-01-1077-10-1411-11-0848-00-069-10-128-00-0477-10-1412-00-0020-00-008-11-0011-09-00 9-02-08 10-11-12
72-10-04
9-04-1215-02-0416-03-0815-09-02 16-02-10
72-10-04
8-09-0039-03-062-09-109-10-0012-00-122-11-0611-07-1010-06-101-11-0017-07-1233-04-02
1-06-005-03-0410-10-08
5-04-082-01-10 4-08-042-04-10 1-11-1015-06-002-09-102-09-108-10-1219-09-06
2-07-105-04-0013-05-122-09-129-10-082-09-1222-04-0233-09-0811-04-087-05-0011-01-00 8-09-005-00-001-06-00
3-00-005-01-085-04-0820-08-085-00-0021-01-105-00-00
5-00-001-04-0015-02-04 18-05-02
5-00-00
5-00-00
4-05-0215-01-089-07-144-08-005-00-0011-10
2-01-121-06-087-09-107-00-007-09-10
Hatch Legend
1
1
2
2
B B
A A
Concrete Slab - 4"
(2) 2x10 LEDGER W/(3) 1/2"
X 6 1/2" TITEN HD W/#2
WASHER
TRUSS HANGER HUS 28
W/(30) SIMPSON SD10 X 2
1/2"
(2) FGTR TO 3 PLY GRL W/
(36) 1/4" X 3" SDS TO 3 PLY
GIRDER & (4) 1/2" X 5" TITEN HD
TO BEAM & POURED CELL
(2) FGTR TO 3 PLY GRL W/
(36) 1/4" X 3" SDS TO 3 PLY
GIRDER & (4) 1/2" X 5" TITEN HD
TO BEAM & POURED CELL
(1) MGT TO 2 PLY GRC W/
(22) 0.148 x 3 TO 2 PLY GIRDER &
(1) 5/8" THREADED ROD W/12"
EMBEDMENT IN TIE BEAM
USING SET-XP
(1) MGT TO 2 PLY GRC W/
(22) 0.148 x 3 TO 2 PLY GIRDER
& (1) 5/8" THREADED ROD W/12"
EMBEDMENT IN TIE BEAM
USING SET-XP
(1) MGT TO 2 PLY GRC W/
(22) 0.148 x 3 TO 2 PLY GIRDER
& (1) 5/8" THREADED ROD W/12"
EMBEDMENT IN TIE BEAM
USING SET-XP
TRUSS CONNECTION NOTES:
TRUSS TO MASONRY w/UPLIFT UP TO 1,810# USE (1) SIMPSON HETA20 W/(8) 0.162 X 1 1/2" OR EQ. U.N.O.
TRUSS TO MASONRY w/UPLIFT FROM 1,811# TO 2,560# USE (2) SIMPSON HETA20 W/(12) 0.162 X 3 1/2" OR EQ. U.N.O.
GIRDER TO MASONRY USE (2) SIMPSON HETA20 W/(12) 0.162 X 3 1/2" OR EQ. UNLESS NOTED OTHERWISE
TRUSS TO WOOD w/UPLIFT UP TO 1,310# USE (1) SIMPSON HTS20 W/(16) 0.148 X 1 1/2"OR EQ. U.N.O.
TRUSS TO WOOD w/UPLIFT FROM 1,311# TO 2,620# USE (2) SIMPSON HTS20 W/(16) 0.148 X 3" OR EQ. U.N.O.
***IF HETA20 IS MISSED OR SKIPPED ON MASONRY, (2) HTSM20 MAY BE USED (10) 0.148 x 1 1/2" TO WOOD & (4) 1/4" x 1 3/4" TO CONCRETE.
ScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C. ___________________________________CLIENT'S APPROVAL DATE 1/4" = 1'-0"
11/24/2021 12:48:48 AM
S-62401 Noble Oaks LaneFt. Pierce, FL 34981Dudley Residence 1/4" = 1'-0"1Truss Layout Rev. # DescriptionDateTHE TRUSS MANUFACTURER'S LAYOUT APPEARS TO BE IN SUBSTANTIAL
COMPLIANCE WITH THE PERMITTING PLANS. CONTRACTOR MUST
VERIFY DIMENSIONS, PITCH, HEEL HEIGHTS, OVERHANGS ETC.
2020 7th EDITION RESIDENTIAL BUILDING CODE
FLORIDA ENGINEERING, LLC COA #30782
Craig E. Gunderson, P.E. #060102
FLORIDA ENGINEERING, LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FL. 33952
PH: (941) 391-5980
FAX: (941) 979-8196
1122BBAA12' - 0"20' - 0"29' - 10 1/2"10' - 11 3/4"48' - 0 3/8"9' - 10 3/4"8' - 0 1/4"77' - 10 7/8"56' - 1 3/4"19' - 3 1/4"2' - 5 7/8"15' - 2 1/4"16' - 3 1/2"15' - 9 1/8"16' - 2 5/8"72' - 10 1/4"9' - 4 3/4"63' - 5 1/2"65' - 11 1/4"11' - 11 5/8"CONTRACTOR TO VERIFY ALL MASONRY OPENINGS IN THE FIELD8' - 5 5/8"WINDOW3' - 2" 2' - 2"WINDOW2' - 9"13' - 2"5' - 2"WINDOW3' - 2"18' - 1 1/8"4' - 5 1/8"WINDOW6' - 4"4' - 5 1/8"OPENING14' - 11 1/2"1' - 4"DOOR3' - 2 1/4"1' - 8 3/4"WINDOW9' - 0 1/4"2' - 8 7/8"2' - 1 7/8"SLIDER6' - 2"1' - 4"1' - 3 7/8"WINDOW2' - 1"1' - 0"WINDOW2' - 2"1' - 0"WINDOW2' - 1"1' - 3 7/8"4' - 2"WINDOW5' - 3" 1' - 11 1/2"3' - 1 1/2"WINDOW2' - 8" 5' - 3 1/2"1/8"7' - 9 7/8"WINDOW5' - 1"7' - 9 7/8"2' - 0"GARAGE DOOR16' - 0"2' - 0"2' - 0"GARAGE DOOR8' - 0"2' - 0"1' - 4"DOOR3' - 6" 4' - 6 3/4"3' - 3 3/8"OPENING9' - 0 1/4"3' - 11"1' - 4"SLIDER12' - 2"1' - 7 1/2"9"9"8"OPENING13' - 9 1/8"1' - 4"OPENING8' - 6 3/4"1' - 4"OPENING6' - 0 1/4"8"4 3/8"DOOR6' - 8 1/4" 4 3/8"THIS IS THE OPENING WIDTH DIMENSIONS (REFER TO ELEVATIONS FOR HEIGHTS) FOR THE MASONRY CONTRATORPLEASE REFER TO PAGE "S-1" FOR FOUNDATION PLAN5' - 11 1/2"WINDOW1' - 10" 5' - 11 3/4"WINDOW1' - 10" 3' - 10 1/2"WINDOW1' - 8 1/8"26' - 10 1/2"1' - 4"3' - 9 1/2"1' - 8"8' - 5"1' - 8"1' - 4"3' - 9 1/2"SHOWER RECESSSHOWER RECESSScaleVILLADELTA CONSTRUCTION CORP. LLC CRC 058035THE DESIGN PROFESSIONAL OF RECORD (ENGINEER AND/OR ARCHITECT) ASSUMES ALL RESPONSIBILITY OF THE SPECIFICATIONS CONTAINED HERE IN. IT IS THE CLIENT'S AND/OR CONTRACTOR'S RESPONSIBILITY TO VERIFY THE FINAL PLANS AND MEASUREMENTS. ALL CHANGES FROM THIS POINT FORWARD WILL NEED A SIGNED CHANGE ORDER BEFORE ANY ADDITIONAL WORK OR MODIFICATIONS WILL BE MADE. ALL WRITTEN CHANGE ORDERS SUPERCEED THE DRAWINGS. THE DRAWINGS ARE CONCEPTUAL DESIGNS AND MAY VARY FROM THE FINISHED PROUCT. THESE DRAWINGS ARE THE PROPERTY OF THE DISIGNER AND SHALL NOT BE REPRODUCED, MODIFIED OR ALTERED WITHOUT PRIOR WRITTEN CONSENT. THESE DRAWINGS WILL REMAIN THE PROPERTY OF THE DESIGNER EVEN IF THEY ARE NOT USED IN THE CONSTRUCTION OF THIS PROJECT. COPYRIGHTT 2016 PRONTO PLANS, L.L.C. ___________________________________CLIENT'S APPROVAL DATE 1/4" = 1'-0"
11/24/2021 12:48:49 AM
S-72401 Noble Oaks LaneFt. Pierce, FL 34981Dudley Residence 1/4" = 1'-0"5Foundation - Opening DimensionsRev. # DescriptionDateI HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OF RECORD, THAT THE BUILDING
DESIGN AS SHOWN ON THESE PLANS (STRUCTURAL COMPLIANCE ONLY) AND AS
ACCOMPANIED BY DESIGN AND SUPPORT DOCUMENTS, CONFORMS TO THE 2020 7th
EDITION FLORIDA BUILDING CODE. THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSS
COMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THE ENGINEER OF RECORD.
THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 7th EDITION
FLORIDA BUILDING CODE WITH SUPPLEMENTS.
Craig E. Gunderson, P.E. #060102 Date:
FLORIDA ENGINEERING, LLC
4161 TAMIAMI TRAIL, UNIT 101
PORT CHARLOTTE, FL. 33952
PH: (941) 391-5980
FAX: (941) 979-8196
GENERAL STRUCTURAL NOTES:
SITE PREPARATION NOTES:
17. CONCRETE BEAMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED ALL CONCRETEANY CONCRETE OR ANY MASONRY FROM CRACKING.16. CONCRETE IS TO BE INSTALLED TO THE LATEST PUBLICATIONS OF THE ACI MANUALS THE ENGINEER DOES NOT WARRANT THE SLAB,
14. ALL PERMANENT TRUSS BRACING, IN ADDITION TO TRUSS BRACING SPECIFIED BY THE TRUSS ENGINEER SHALL BE INSTALLED PER THE
DETAIL IN THESE SHEETS, & IN ACCORDANCE TO BWT-76 & HIB-91
DESIGNS MAY REQUIRE ADDITIONAL REVIEW AND MODIFICATION.RESPONSIBILITY OF REVIEW OF THE PRE-ENGINEERED SYSTEMS AND ANY COMPLIANCE NECESSARY ANY DEVIATION FROM THE PROPOSED
THE DESIGN IS TO ALSO INDICATE THE MAGNITUDE OF THE LOADS AND ANY PROVISIONS REQUIRED, THE CONTRACTOR ASSUMES THETHE DESIGNER THE TRUSS OR FLOOR SYSTEM DESIGN SHALL NOT EXERT LATERAL LOADS ON ANY WALL SYSTEM, INTERIOR OR EXTERIORDESIGNED THEM AND BEAR THE SEAL OF SUCH ENGINEER ALL LATERAL AND CROSS BRACING REQUIRED IS T0 BE SPECIFIED BYTO MEET THE 2020 FBC w/SUPPLEMENTS AND ASCE 7-10 THE DESIGN IS TO INDICATE THE FLORIDA REGISTERED ENGINEER WHO13. THE DESIGN OF ALL PRE-ENGINEERED ROOF TRUSSES INCLUDING GIRDERS FLOOR TRUSSES, AND ALL BEAMS ARE TO BE DESIGNED12. N0 ENVIRONMENTAL STUDIES HAVE BEEN PERF0RMED BY THE ENGINEER, AND IF REQUIRED ARE THE RESPONSIBILITY OF THE CONTRACTORCOMMENT OR COMPLIANCE.AND ORDINANCES SITE DRAINAGE IS ALSO THE CONTRACTORS RESPONSIBILITY THE ENGINEER HAS ACKNOWLEDGED NO REVIEW,11. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE POSITIVE DRAINAGE FROM THE STRUCTURE OR BUILDING TO ALL APPLICABLE CODES
COMPONENTS OF THE BUILDING ALL TEMPORARY BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR.IS RESPONSIBLE FOR ERECTION PROCEDURES AND SEQUENCE OF SUCH TO PROVIDE SAFETY OF WORKERS, THE BUILDING AND ALL10. THE STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE WHEN CONSTRUCTION IS COMPLETE THE CONTRACTOR
AND NO VERIFICATION OR COMPLIANCE IS EXPRESSED OR IMPLIED BY THE ENGINEER.9. HOMEOWNER ASSOCIATION, DEED RESTRICTIONS AND ZONING REQUIREMENTS, ETC ARE THE RESPONSIBILITY OF THE CONTRACTOR
SUBJECT THE CONTRACTOR TO ADDITIONAL EXPENSES AND ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.AUTHORITY HAVING JURISDICTI0N, AND SUCH REQUIREMENTS MAY ALTER THE ORIGINAL PROPOSED DESIGN THESE ADJUSTMENTS COULDACKNOWLEDGES THAT ADDITIONAL ENGINEERING DETAILS, AND/OR REQUIREMENTS MAY BE REQUESTED/REQUIRED BY THE PERMITTING8. ALL CONSTRUCTION WORK AND DESIGN IS SUBJECT TO THE REVIEW AND INTERPRETATION OF THE BUILDING OFFICIALS. CONTRACTOR
TESTING REQUIRED BY THE BUILDING OFFICIAL IF REQUESTED.BUILDING CODE 7th EDITION w/SUPPLEMENTS, AND ASCE7-10 THE CONTRACTOR IS TO PROVIDE ANY INSTALLATION GUIDELINES OR PRODUCT7. CLADDING PRODUCTS ARE TO BE INSTALLED TO THE MANUFACTURES SPECIFICATIONS, AND TO COMPLY WITH THE 2020 FLORIDA6. ENGINEER HAS NOT PROVIDED ANY JOB SITE INSPECTIONS UNLESS SPECIFICALLY ARRANGED
CAPACITY OF 2500 PSF, NO GEOTECHNICAL ENGINEERING HAS BEEN PROVIDED BY THE ENGINEER5. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR IS TO VERIFY THE EXISTING SITE CONDITIONS PROVIDE A MINIMUM SOIL BEARING
ENGINEER HAS NOT PROVIDED REVIEW OF SUCH MATERIAL UNLESS OTHERWISE SPECIFIEDORIGINAL SPECIFIED PRODUCT ALL TESTING DATA OR PRODUCT VERIFICATION IS THE RESPONSIBILITY OF THE CONTRACTOR THE4. ANY PRODUCT OR MATERIAL SUBSTITUTION IS PERMITTED AS LONG AS THE SUBSTITUTION IS EQUAL TO OR GREATER THAN THETO THE CODES IDENTIFIED ABOVE3. ENGINEERING DESIGNS PROVIDED IN THESE DETAIL SPECIFICATIONS REPRESENT THE MINIMUM DESIGN CRITERIA FOR CONSTRUCTIONAND ASCE7-102. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE SECTION 1609 w/SUPPLEMENTS,RESP0NSIBILITY 0F THE C0NTRACT0R/OWNER.FOR WINDOWS AND DOORS AND ATTACHMENT REQUIREMENTS, DIMENSIONS OF PRODUCTS, INCLUDING APPLIANCES ARE THE1. THE CONTRACTOR/OWNER IS TO VERIFY ALL SITE CONDITIONS, PROPERTY DIMENSIONS, AND PRODUCT AVAILABILITY, OPENINGS
18. ALL MASONRY UNITS ARE TO BE INSTALLED PER FBC 2020 7th EDITION.
PLACEMENTS SHALL BE IN ACCORDANCE WITH ACI 318.
1/300 RATIO REQUIRED ATTIC VENTILATION 50% OF REQUIRED VENTS TO BE
PLACED IN UPPER PORTION OF ATTIC AT LEAST 3' ABOVE EAVE VENTS
1 RIDGE VENT & OFF RIDGE VENT ARE TO BE INSTALLED TO MFG SPECIFICATIONS WITH 2" x 4" MIN
4 RIDGE BLOCKING IS NOT REQUIRED WHEN MINIMUM 7/16" SHEETING
3 OFF RIDGE VENT INSTALLED A MINIMUM OF 12" FROM ROOF PEAK
2 BL0CKING NAILED w/(2) 16d NAILS AT EACH END, EACH PIECE TYPICAL
BLOCKING BETWEEN TRUSSES AT EACH SIDE VENT
3. SEE ALUMINUM ENGINEERING SPECIFICATIONS SUPPLIED BY OTHERS FOR FASIA OR OVERHANG REQUIREMENTS WHEN SCREEN
2. TYPICAL DRIP EDGE & SOFFIT/FASCIA INSTALLED TO MFG SPECIFICATIONS
1. MINIMUM 2"x4" SUB FASCIA NAILED T0 TRUSS TAILS w/(2) 16d NAILS AT EACH TRUSS - (EACH PLY WHEN MULTIBLE TRUSS)
ENCLOSURES OR STRUCTURAL GUTTERS ARE DESIGNED TO BE ATTACHED TO FASCIΛ
E) PROVIDE FILED DENSITY TESTS FOR EACH 1,500 SQ. FT. OF BUILDING AREA FOR EACH
FROM ALL ORGANICS OR OTHERWISE DELETERIOUS MATERIALD) ALL CONTROLLED FILL MATERIAL SHALL BE A SELECT GRANULAR MATERIAL FREE
ON THE MODIFIED PROCTOR TESTLIFTS AND COMPACT TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY BASEDC)FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL PLACE IN 8-INCH
THE GE0TECHNICAL ENGINEER/TESTING AGENCY.OF SOFT OR UNSUITABLE MATERIAL EXCAVATE UNSUITABLE SOIL AS DIRECTED BYB) THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED FOR POCKETS
DEBRIS AND OTHERWISE UNSUITABLE MATERIAL.A MINIMUM OF 4" OF EXISTING SOIL REMOVE ALL ORGANICS, PAVEMENT, ROOTS,A) WITHIN AN AREA A MINIMUM OF 5 FEET BEYOND THE BUILDING LIMITS EXCAVATE
REPORT THE FOLLOWING PROCEDURES SHOULD BE USED AS A MINIMUM:
2. IF THE SITE PREPARATION REQUIREMENTS ARE NOT SPECIFIED BY A GEOTECHNICAL
THE RECOMMENDATIONS OF THE SOILS ENGINEER
1. THE BUILDING SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH
LIFT OF CONTROLLED FILL
GENERAL NOTES:
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES
AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF THE TRADES AS TO
SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES, AND OTHER ITEMS TO BE PLACED OR SET IN THE
STRUCTURAL WORK.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS
DURING WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS
AND PROGRAMS.
3. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OR
MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED
TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS
HAVE BEEN COMPLETED. THE INVESTIGATION, SAFETY, DESIGN ADEQUACY AND INSPECTION OF ERECTION BRACING,
TEMPORARY SUPPORTS ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OR PROCEDURES
TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION , WHERE CONDITIONS ARE NOT SPEFICALLY
SHOWN, THE STANDARD DETAILS CONTAINED IN THE ENGINEER OF RECORD DETAIL SHEETS SHALL BE USED.
6. LOADING APPLIES TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOT EXCEED THE SAFE
LOAD CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. THE LIVE LOAD USED IN THE DESIGN OF THIS
STRUCTURE ARE INDICATED IN THE "DESIGN CRITERIA NOTES". DO NOT APPLY ANY CONSTRUCTION LOADS UNTIL
THE STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE.
7.GARAGE TO LIVING DOOR TO BE SOLID w/ 20 MINUTE FIRE RATING & SELF CLOSING HINGES.
8. GARAGE TO DWELLING SEPARATION TO HAVE
12" GYPSUM BOARD ON GARAGE SIDE WALLS & 58" TYPE "X" ON CEILINGS
w/ HABITABLE ROOMS ABOVE PER FBC 2020 R302.6.
9. WALL SECTIONS 4 FOOT OR GREATER IN LENGTH w/ VERTICAL REBAR IN A FILLED CELL AT EACH END SHALL BE
CONSIDERED A SHEAR WALL. FILLED CELLS ARE REQUIRED w/ VERTICAL #5 REBAR ON EACH SIDE OF WINDOWS,
DOORS & OPENINGS ALSO AT ALL CORNERS & UNDER ALL GIRDER TRUSSES & BEAMS.
4. SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2 (2) (2) . FOR HALLS SECTION R103.1
5. ENTRY LANAI CEILING SPECIFICATION OPTIONS:
a) 12" SAG RESISTANT GYPSUM BOARD OVER 1"x4" P.T. FURRING STRIPS NAILED @ 16" O.C. w/ (2) 8d NAILS EACH TRUSS
b) 12" NOMINAL PLYWOOD OR OSB FASTENED w/ 8d NAILS 6" O.C. OR 38" x 1 12" STAPLES 4" O.C.
c) 58" SAG RESISTANT EXTERIOR DRYWALL.
15. ENGINEER OF RECORD MUST REVIEW & APPROVE TRUSS PLANS PRIOR TO THE START OF ANY CONSTRUCTION. FOUNDATION,
BEARING WALLS, BEAMS, POSTS & TRUSS CONNECTORS ARE SUBJECT TO CHANGE BASED ON FINAL TRUSS PLANS
RAFTER / TRUSS SPACING
24" O.C.
ROOF UNDERLAYMENT APPLICATION
REFER TO 2020 FLORIDA BUILDING CODE-RESIDENTIAL, 7TH EDITION
SECTION 905.1.1 FOR ROOF UNDERLAYMENT. UNDERLAYMENT FOR ROOF
SLOPES 2:12 AND GREATER SHALL CONFORM TO APPLICABLE STANDARDS
LISTED IN THE CHAPTER.
WIND SPEED
115 mph 120 mph 130 mph 140 mph 150 mph 160 mph 170 mph 180 mph
MIN. SHEATHING THICKNESS, INCHES
(PANEL SPAN RATING) EXPOSURE B
7/16
(24/16)
MIN. SHEATHING THICKNESS, INCHES
(PANEL SPAN RATING) EXPOSURE C
MIN. SHEATHING THICKNESS, INCHES
(PANEL SPAN RATING) EXPOSURE D
7/16
(24/16)
7/16
(24/16)
7/16
(24/16)
7/16
(24/16)
7/16
(24/16)
15/32
(32/16)
15/32
(32/16)
15/32
(32/16)
19/32
(40/20)
19/32
(40/20)
19/32
(40/20)
19/32
(40/20)
19/32
(40/20)
19/32
(40/20)
19/32
(40/20)
19/32
(40/20)
19/32
(40/20)
19/32
(40/20)
19/32
(40/20)
19/32
(40/20)
23/32
(48/24)
23/32
(48/24)
23/32
(48/24)
FBC 2020 7th EDITION TABLE R803.2.2 MIN. ROOF SHEATHING THICKNESS
RAFTER / TRUSS SPACING
24" O.C.
WIND SPEED
115 mph 120 mph 130 mph 140 mph 150 mph 160 mph 170 mph 180 mph
FBC 2020 7th EDITION TABLE R803.2.3.1 MIN. ROOF SHEATHING ATTACHMENT
E F
EXPOSURE B
RAFTER / TRUSS SG = 0.42
EXPOSURE C
EXPOSURE D
RAFTER / TRUSS SG = 0.49
RAFTER / TRUSS SG = 0.42
RAFTER / TRUSS SG = 0.49
RAFTER / TRUSS SG = 0.42
RAFTER / TRUSS SG = 0.49
E F E F E F E F E F E F E F
6 6
6 12
6 6
6 6
6 6
6 6
6 6
6 12
6 6
6 6
6 6
6 6
6 6 6 6 6 6
6 6
6 6
6 6
4 4
6 6
4 4 4 4 4 4
4 4 4 4
4 4 4 4 4 4 4 46 6
6
6
6
6
6
6
6
6
4 4 4 4 4 4
6 6 6 6 6 6
3 3 3 3
6 6 4 4 4 4
3 3 3 3 3 3
E = NAIL SPACING ALONG PANEL EDGES (INCHES)
F = NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES)
a) FOR SHEATHING LOCATED A MIN. OF 4 FT. ON EA. SIDE OF RIDGES & HIPS, NAIL SPACING IS PERMITTED TO BE 6" O.C. ALONG PANEL EDGES & 6" O.C. ALONG INTERMEDIATE SUPPORTS IN PANEL FIELD.
b) WHERE RAFTER / TRUSS SPACING IS LESS THAN 24 IN. O.C., ROOF SHEATHING FASTENING IS PERMITTED TO BE IN ACCORDANCE WITH THE AWC WFCM OR THE AWC NDS.
TRUSS CONNECTION NOTES:
TRUSS TO MASONRY w/ UPLIFT UP TO 1,810# USE (1) SIMPSON HETA20 OR EQ. U.N.O.
TRUSS TO MASONRY w/ UPLIFT FROM 1,811# TO 2,365# USE (2) SIMPSON HETA20 OR EQ. U.N.O.
GIRDER TO MASONRY USE (2) SIMPSON HETA20 OR EQ. UNLESS NOTED OTHERWISE
TRUSS TO WOOD w/ UPLIFT UP TO 1,310# USE (1) SIMPSON HTS20 OR EQ. U.N.O.
TRUSS TO WOOD w/ UPLIFT FROM 1,311# TO 2,620# USE (2) SIMPSON HTS20 OR EQ. U.N.O.
***IF HETA20 IS MISSED OR SKIPPED ON MASONRY, (2) HTSM20 MAY BE USED.
NOTES:
1. APPLY SOLID BEAD OF ROOF MASTIC JUST
ABOVE THE ROOF JACK.
2. SLIDE STORM COLLAR DOWN MAKING SURE
THE COLLAR IS COMPLETELY SEATED IN MASTIC
& THERE ARE NO VOIDS.
3. WHEN COLLAR IS IN FINAL POSITION APPLY
FINAL BEAD OF MASTIC AROUND TOP OF
STORM COLLAR
TOP & SIDES OF
FLASHING UNDER ROOF
SOLID ROOF MASTIC
BOTTOM OF FLASHING
OVER ROOFING
STORM COLLAR
ROOF JACK
ONLY BOTTOM FLANGE
NAILS EXPOSED
VENT PIPE PENETRATION
SCALE: N.T.S.
4
5
2n
3e
1
2e
5 5
5
3e
4
3
ROOF PLAN NOTES
1. MINIMUM PRE-FABRICATED ROOF TRUSS
DESIGN LOADS TO BE:
TOP CHORD LIVE LOAD: 20 P.S.F.
TOP CHORD DEAD LOAD: 15 P.S.F.
BOTTOM CHORD: 10 P.S.F.
TOTAL OF 45 P.S.F.
2. TRUSS ENGINEER IS RESPONSIBLE FOR THE DESIGN OF
TRUSS SYSTEM, ROOF FRAMING PLAN & MUST PROVIDE
ENGINEERING FOR ALL TRUSSES, TRUSS TO TRUSS
CONNECTORS, BEAM BUCKETS/HANGER & UPLIFT DESIGN
LOADS. ALL OF WHICH SHALL BE CLEARLY &
COMPLETELY SPECIFIED ON TRUSS MANUFACTURER'S
ENGINEERING DOCUMENTS.
3. ALL FLASHING & EAVE METAL TO BE 26 GUAGE, G-90
GALV. STEEL. FLASHING TO BE INSTALLED AT ALL WALL/
ROOF INTERSECTIONS, GUTTERS (IF APPLICABLE)
WHEREVER THERE IS A CHANGE IN ROOF SLOPE /
DIRECTION EXCEPT HIP & RIDGE JUNCTIONS & ALL
AROUND ROOF OPENINGS.1
2e
1
2r
2r
3 1
2e
1
1
2e 2e
1
3
2r
1 2r 1 2e
2e
3e 2n 3r 2n 3e
DESIGN WIND PRESSURES: REFER TO FIG R301.2(7)
COMPONENT AND CLADDING PRESSURE ZONES
(2020 FBC-R)
NOTE: ALL GABLE ENDS
TO BE NAILED 4" O.C. @
ALL EDGES, BLOCKING,
SUPPORT, FIELD, ETC.3r
2r
2r2r2e
2e
2e
2r
2r
2e
2e 2e
2r
HIP ROOF
GABLE
ROOF
HIP ROOF
2n
3r
3r
2r
THE ENGINEER OF RECORD MUST REVIEW
AND APPROVE TRUSS PLANS PRIOR TO
THE START OF ANY CONSTRUCTION.
FOUNDATION, BEARING WALLS, BEAMS, POSTS
& TRUSS CONNECTORS ARE SUBJECT TO
CHANGE BASED ON FINAL TRUSS PLANS
SCALE: AS PER PLAN
REV 1:
PROJECT #: XX XXX XX
DRAWN BY: BILL S.
SHEET NUMBER:
SHEET TITLE:
STATE OFLICENSE
FLOR I D ACRAIGE.GUNDERS
O
NPROF
ESSIONA L E N GINEERSTATE OF
No. 60102LICENSE
FLOR I D ACRAIGE.GUNDERS
O
NPROF
ESSIONA L E N GINEERCraig E. Gunderson, P.E. #60102
FloridaEngineering, LLC4161 TAMIAMI TRAIL UNIT 101PORT CHARLOTTE, FL 33952PH. 941-391-5980FAX 941-979-8195I HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OFRECORD, THAT THE BUILDING DESIGN AS SHOWN ON THESEPLANS AND AS ACCOMPANIED BY DESIGN & SUPPORT DOCUMENTSCONFORMS TO THE 2020 7th EDITION FLORIDA BUILDING CODE.THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSSCOMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THEENGINEER OF RECORD.THIS PLAN HAVE BEEN PREPARED IN COMPLIANCE WITH THE 20207th EDITION FLORIDA BUILDING CODE WITH SUPPLEMENTS.ALL THE DESIGN AND DETAILS ON THIS
PLAN ARE THE PROPERTY OF FLORIDA
ENGINEERING LLC, AND SHALL NOT BE
USED, COPIED OR REPRODUCED
WITHOUT THE WRITTEN PERMISSION
OF FLORIDA ENGINEERING LLC.S:\FE Structural\Template Roll Out\Residential DetailsLAST SEEN:-3/9/2021 10:42 AM DRAWN BY: BILL S.STRUCTURAL DETAILSREV 2:
REV 3:
REV 4:
REV 5:
REV 6:
S-8
APPLICABLE CODES :
2020 FLORIDA BUILDING CODE , 7th EDITION2020 FLORIDA BUILDING CODE , 7th EDITION, BUILDING2020 FLORIDA BUILDING CODE , 7th EDITION, EXISTING BUILDING2020 FLORIDA BUILDING CODE , 7th EDITION, MECHANICAL2020 FLORIDA BUILDING CODE , 7th EDITION, PLUMBING2020 FLORIDA BUILDING CODE , 7th EDITION, FUEL GAS2020 FLORIDA BUILDING CODE , 7th EDITION, ACCESSIBILITY CODE
2020 FLORIDA BUILDING CODE , 7th EDITION, ENERGY CONSERVATION
2017 NATIONAL ELECTRIC CODE, NFPA 702018 NFPA 1 CODE / FFPC 6TH EDITION2018 NFPA 101-LIFE SAFETY CODE
DETAILS &
NOTES
6
6
6
Where the sheathing thickness is 15/32 inches and less, sheathing shall be fastened with ASTM F1667 RSRS-01 (23/8" × 0.113") nails.
Where the sheathing thickness is greater than 15/32 inches, sheathing shall be fastened with ASTM F1667 RSRS-03 (21/2" × 0.131") nails
or ASTM F1667 RSRS-04 (3" × 0.120") nails. RSRS-01, RSRS-03 and RSRS-04 are ring shank nails meeting the specifications in ASTM F1667.
STEP 1:
INSTALL SHEET OF
MOISTURE BARRIER @
BOTTOM OF OPENING
STEP 2:
INSTALL BARRIER MEMBRANE
ON SILL OF ROUGH OPENING &
ON THE MOISTURE BARRIER,
LAP UP THE JAMBS MIN. 4"
STEP 3:
COMPLETELY SEAL CORNER
BY ALLPYING A 2" STRIP OF
BARRIER MEMBRANE
DIAGONALLY AS SHOWN
STEP 4:
WRAP MOISTURE BARRIER
AROUND JAMBS OVERLAPPING
BARRIER MEMBRANE 2"
SLIDE HEAD FLASHING
UNDER TOP SHEET
STEP 1
STEP 2
STEP 3
STEP 4
NOTES:
1. PREPARE OPENING PRIOR TO THE
INSTALLATION OF THE WINDOW OR
MECHANICAL EQUIPMENT. COORDINATE
INSTALLATION w/ OTHER SUBTRADES
2. PROVIDE MOISTURE BARRIER & OTHER
ASSOCIATED TRIM & ACCESSORIES.
3. PROVIDE FLASHING @ SILL TO DRAIN
WATER TO THE EXTERIOR.
ROUGH OPENING PREPARATION
SCALE: N.T.S.
FRAMED BEARING WALL
(INTERIOR/EXTERIOR)
SCALE: N.T.S.
A34 A34
HEADER
SEE TRUSS LAYOUT
FOR UPLIFT CONNECTORS
USE 2x WOOD BLOCKING @ MID-HEIGHT
w/ (2) 16d NAILS EA. CONNECTION
OR (1) ROW @ EA. PLYWOOD JOINT
FOR WALLS OVER 8'-0" IN HEIGHT
IF PLYWOOD IN 8 FT. WALLS IS
RUNNING VERTICAL, BLOCKING
NOT REQ'D. UNLESS NOTED ON PLANS,
SEE **EXTERIOR WALL SHEETING NOTE**
PRE-ENG. TRUSS TYP.DOUBLE 2x TOP PLATE
(SEE GENERAL NOTE #4)
SIMPSON SP4 (2x4 STUDS)
OR SP6 (2x6 STUDS)
@ MASONRY:
1"x4" P.T. &
(1) 2"x4" or
(1) 2"x4' P.T.
MASONRY WALL SIMPSON LSTA24
OR EQ.
FULL LENGTH WALL
STUDS w/ 16d
NAILS 16" O.C.
KING STUDS
(2) JACK STUDS
NAILED TOGETHER
w/ 16d NAILS 8" O.C.
SIMPSON HTT5
OR EQUIV.
ATTACH w/ 12" WEDGE ANCHOR
OR "J" BOLTS EMBEDDED2x4 OR 2x6 P.T.
BOTTOM PLATE
CUT BACK P.T.
BTM PLATE 2" TYP.
NO CONNECTOR
REQ'D @ WINDOW
OR DOOR OPENINGS
ATTACH FRAME WALLS TO
MASONRY w/ 316" x 3 34" TAPCONS
@ 16" O.C. OR
12" WEDGE ANCHORS
32" O.C. MAX.
SIMPSON SP2
OR EQUIV. MAY
BE USED INSTEAD
OF SP4 OR SP6
SIMPSON SP1
OR EQUIV. MAY
BE USED INSTEAD
OF SP4 OR SP6
SIMPSON HTT5
OR EQUIV.
SPLICE WITH10D NAILS
NOTE SCHEDULE
#1 1/2" X 5" TITEN HD ANCHOR BOLT W/ 2" WASHER @ 6" FROM ALL CORNERS & OPENINGS, & 32" O.C. MAX.
#2 SIMPSON SP4 @ BOTTOM OF ALL FULL LENGTH & JACK STUDS @ ALL DOOR/ WINDOW OPENINGS
#3 SIMPSON SP4 @ TOP & BOTTOM OF FULL LENGTH STUDS @ 32" O.C.
#4 SIMPSON SP4 @ TOP OF ALL FULL LENGTH STUDS @ ALL DOOR/ WINDOW OPENINGS
#5 CONNECT ALL JACK STUDS TO HEADER W/ SIMPSON LSTA12 @ ALL DOOR/ WINDOW OPENINGS
#6 CONNECT DBL TOP PLATE TO HEADER W/ SIMPSON SP4 @ 16" FROM EACH END, & 32" O.C. MAX.
FULL LENGTH/ JACK STUD SCHEDULE
DOUBLE TOP PLATE SPLICE NAILING REQUIREMENT:
(2) 10D NAILS EACH SIDE OF SPLICE
SPLICE TO BE STAGGERED MIN OF 4' FROM ANY OTHER SPLICE
PLATES TO BE NAILED TOGETHER 16" OC MIN WITH 10D NAILS
OPENING WIDTH
1'-0" TO 4'-0"
4'-1" TO 6'-0"
6'-1" TO 9'-0"
9'-1" TO 12'-0"
(1) JACK STUD EACH END, (2) FULL LENGTH STUD EACH END
(1) JACK STUD EACH END, (2) FULL LENGTH STUDS EACH END
(2) JACK STUDS EACH END, (3) FULL LENGTH STUDS EACH END
(3)JACK STUDS EACH END, (3) FULL LENGTH STUDS EACH END
Frame 2x4-Bearing Wall-Header Schedule
N.T.S.
NOTE:
DBL 2 x12 HEADER
MAX. SPAN = 12'-1"
ALL OTHER SPANS
SHALL BE SPECIFIED
NTS
1. THE HEADER STUD SHALL NOT BE REQUIRED IF THEHEADER IS SUPPORTED BY A SUITABLE FRAMINGANCHOR.
OR SIMPSON SYSTEM IS INSTALLED, CONNECTORS
INDICATED IN THIS DETAIL ARE NOT REQUIRED.
2. IF GO BOLT OR PRO BOLT OR TIE MAX ANCHOR
WALL HEIGHTUNSUPPORTED
10' OR LESS
SPACINGSTUD
THAN 10'GREATER
12 INCHES
16 INCHES
24 INCHES
12 INCHES
16 INCHES
24 INCHES
MAXIMUM HEADER SPAN (FEET)
4'6' 9'12'15'18'
1 1 2 3 3 3
NUMBER OF FULL LENGTH STUDSAT EACH END OF HEADER
5
4
3
3
2
3
2
2
1
2
1
2
2
2
2
2
2
2
3
3
2
3
2
3
4
3
2
3
2
3
5
4
3
3
2
3
SUPPORTING END OF HEADERNUMBER OF HEADER STUDS
C
DBL. TOP PLATETRUSSES
HEADER A
CCRIPPLF STUDS
HEADER STUDS
A TYPICAL
CONNECTOR
LENGTHFULL
STUDS
BB
NO CONNECTOR REQUIRED
UPLIFTLOCATIONSTRAP
SIMPSON MSTA (fIat strap)
2x4 AND 2x6 WALL
A
A
A
A
18
16
10
14
1370
1215
760
1065
SIMPSON SP4
2x4 WALL
1240
1360
735
FASTENERS10d x 1 12" NAILS
B,C 6
10
12
B,CB,C
SIMPSON SPH4
2x6 WALL
1240
1360
735B,C 6
10
12
B,CB,C
UPLIFTLOCATIONSTRAPFASTENERS10d x 1 12" NAILS
SIMPSON SP6
SIMPSON SPH6
SHOWN OR SUBSTITUTED WITH
ALL CONNECTORS MAY BE AS
EQUAL OR GREATER
CONNECTORS
REQUIREMENTS FOR OPENINGS
MINIMUM STUD & HEADER SCALE: AS PER PLAN
REV 1:
PROJECT #: XX XXX XX
DRAWN BY: BILL S.
SHEET NUMBER:
SHEET TITLE:
STATE OFLICENSE
FLOR I D ACRAIGE.GUNDERS
O
NPROF
ESSIONA L E N GINEERSTATE OF
No. 60102LICENSE
FLOR I D ACRAIGE.GUNDERS
O
NPROF
ESSIONA L E N GINEERCraig E. Gunderson, P.E. #60102
FloridaEngineering, LLC4161 TAMIAMI TRAIL UNIT 101PORT CHARLOTTE, FL 33952PH. 941-391-5980FAX 941-979-8195I HEREBY CERTIFY AS THE BUILDING DESIGN ENGINEER OFRECORD, THAT THE BUILDING DESIGN AS SHOWN ON THESEPLANS AND AS ACCOMPANIED BY DESIGN & SUPPORT DOCUMENTSCONFORMS TO THE 2020 7th EDITION FLORIDA BUILDING CODE.THIS CERTIFICATION DOES NOT INCLUDE ROOF TRUSSCOMPONENTS OF WHICH THE TRUSS DESIGN ENGINEER IS THEENGINEER OF RECORD.THIS PLAN HAVE BEEN PREPARED IN COMPLIANCE WITH THE 20207th EDITION FLORIDA BUILDING CODE WITH SUPPLEMENTS.ALL THE DESIGN AND DETAILS ON THIS
PLAN ARE THE PROPERTY OF FLORIDA
ENGINEERING LLC, AND SHALL NOT BE
USED, COPIED OR REPRODUCED
WITHOUT THE WRITTEN PERMISSION
OF FLORIDA ENGINEERING LLC.S:\FE Structural\Template Roll Out\Residential DetailsLAST SEEN:-3/9/2021 10:42 AM DRAWN BY: BILL S.STRUCTURAL DETAILSREV 2:
REV 3:
REV 4:
REV 5:
REV 6:
S-9
DETAILS &
NOTES