HomeMy WebLinkAbout5940 Dogwood StGENERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE
6TH EDITION
T.L. HANSON A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING
COMPANY; HAS APPLIED "RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE.
THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE
FOLLOWING SUPERIMPOSED LOADS:
SLAB:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P.S.F.
ROOF:
LIVE LOAD (TRUSS TOP CHORD) - 20 P.S.F.
DEAD LOAD (TRUSS TOP CHORD) - 10 P.S.F. (15 P.S.F. WHEN TILE ROOFING IS INSTALLED)
DEAD LOAD (TRUSS BOTTOM CHORD) - 10 P.S.F.
ASSUMED TRUSS SELF WEIGHT (DEAD LOAD) - 7 P.S.F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA
BUILDING CODE, RESIDENTIAL 6TH EDITION- SECTION R301.2.1.1. AND 2017 FLORIDA BUILDING CODE
6TH EDITION SECTION 1609.1.1.
COMPONENT & CLADDING WIND LOADS
WIND DESIGN ASSUMPTIONS:
BUILDING EXPOSURE - B
BUILDING RISK CATEGORY - II
MEAN ROOF HEIGHT 30' OR LESS
HEIGHT & EXPOSURE ADJUSTMENT
COEFFICIENT = 1.0
ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT = +/- 0.18
WIND SPEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL STRUCTURAL ELEMENTS, EXTERIOR
WALLS AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602.5
SOIL BEARING & COMPACTION:
ALL OTHER
BUILDING
ROOF OVERHANG
COMPONENT
ZONE
LOADS
LOADS
1
N/A
+32.3/-35.3
2
-65.7
+32.3/-56.2
3
-110.6
+32.3/-89.0
4
N/A
+35.3/-38.2
5
N/A
+35.31-47.2
THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F.
(MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL
ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F.
FOUNDATION LOADING.
T.L. HANSON, A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL
ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE
NOR PERFORMING ANY SOIL TESTING.
T.L. HANSON SHALL NOT BE RESPONISIBLE FOR THE SITE SOILS ABILITY TO SUPPORT
THE BUILDING LOADS.
FOUNDATIONS & SLAB -ON -GRADE:
BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING.
SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
COMPACTED AND TERMITE POISONED SOIL.
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2,500 P.S.I.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER
FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED.
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
MASONRY WALLS:
CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90
AND SHALL HAVE A MINIMUM FM OF 1,500 P.S.I.
MORTAR SHALL CONFORM TO ASTM C-270 AND SHALL BE EITHER TYPE M OR S.
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR.
GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019).
PROVIDE CLEAN -OUT OPENINGS (12 SQ. IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT.
TIMBER MATERIALS:
ALL LUMBER IN CONTACT WITH MASONRY WILL BE PRESSURE TREATED
MATERIALS
INTERIOR STUD WALLS TO BE OF 2 X 4 #2 SPRUCE OR BETTER WITH SINGLE 2 X 4 P.T.
PINE BOTTOM PLATE AND SINGLE 2 X 4 #2 SPRUCE TOP PLATE WITH STUDS SPACED
MAXIMUM 24" OC. WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALLS AT
GARAGE TO HAVE MINIMUM R-11 INSULATION
DRAFTSTOPPING:
IN SINGLE FAMILY DWELLINGS, DRAFTSTOPPING SHALL BE PROVIDED (PARALLEL TO THE MAIN
FRAMIMG MEMBERS) IN FLOOR/CEILING ASSEMBLIES SEPARATING USEABLE SPACES. DRAFTSTOPPING
SHALL BE CONSTUCTED SUCH THAT THE FLOOR/CEILING ASSEMBLY IS BROKEN UP INTO TWO OR
MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 SO. FT.
SOIL TERMITE TREATMENT:
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES
APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED
PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE
SHALL STATE
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN
TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION,
DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL.
INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BACKFILLING & COMPACTION ARE COMPLETE
ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED
(INCLUDING ANY BOXED OR FORMED AREAS) -
BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE
WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN
ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE
INITIAL TREATMENT.
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT
SHALL BE REQUIRED
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT
EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE
VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED.
CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE
BUILDING SIDEWALLS (PER FBC R318).
AFTER ALL WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES
FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS.
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE
CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION
FOR FUTURE TERMITE INFESTATIONS
TRUSSES:
IF THE CONTRACTOR, TRUSS MANUFACTURER OR ANY OTHER DESIGN PROFESSIONALS REVISE THE
TRUSS SYSTEM LAYOUT FROM THOSE SHOWN ON THESE PLANS T. L. HANSON & ASSOCIATES IS
REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
INTENT PRIOR TO COMMENCEMENT OF THE PROJECT.
EXTERIOR WINDOWS & DOOR ASSEMBLIES:
ALL EXTERIOR WINDOW & GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA
101/IS2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER,
PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY,
ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO
TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE.
INSTALL ALL WINDOW & DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS
TO ACHEIVE THE DESIGN PRESSURES SPECIFIED.
ELECTRICAL, PLUMBING & MECHANICAL:
IN ACCORDANCE WITH CHAPTER 471.003(2)(1) OF THE FLORIDA ADMINISTRATIVE CODE; ELECTRICAL,
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
MEET ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HEREON
ARE BASED UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS,
ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN (WITHIN 6 FEET OF SINKS), GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GFI" CIRCUIT.
ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
"AR" CIRCUIT.
SAFETY GLAZING:
THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308:
(1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR
ASSEMBLIES.
(2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM
ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS
THAN 60 INCHES ABOVE THE DRAIN INLET.
(3) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE
THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A
CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE
FINISHED FLOOR OR WALKING SURFACE.
(4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
CONDITIONS:
A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT.
B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS
THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING.
BUILDING DATA:
USE AND OCCUPANCY: BUSINESS GROUP B
TYPE CONSTRUCTION: VB
FIRE PRO i ECTION: NON SPRINKLED
OCCUPANT LOAD CAPACITY:
BUSINESS 492 SQ. FT. 100 GROSS PER SQUARE FOOT = 5 PEOPLE
STORAGE 296 SQ. FT. 300 GROSS PER SQUARE FOOT = 1 PEOPLE
TOTAL OCCUPANCY = 6 PEOPLE
EXISTING PLUMBING FIXTURES MEET REQUIREMENT PER TABLE 403.1
■� A IL ■ A %k ff
rV D E S I G N S I N C
BUILDING DESIGNS
13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523
OFFICE 352-523-2077 FAX 352-567-2070
OFFICE AND STORAGE ADDITION FOR
ZEPHYRHILLS CHRISTIAN CHRUCH
5940 DOGWOOD STREET
ZEPHYRHILLS, FLORIDA
SITE JOB SITE LOCATION MAP
1
L
6TH EDITION FLORIDA FIRE PREVENTION
6TH EDITION 2017 FLORIDA BUILDING CODE
6TH EDITION 2017 FLORIDA ACCESSIBILITY CODE
6TH EDITION 2017 FLORIDA ENERGY CONSERVATION CODE
6TH EDITION 2017 FLORIDA MECHANICAL CODE
6TH EDITION 2017 FLORIDA PLUMBING CODE
2017 NFPA 10 (STANDARD FOR PORTABLE FIRE EXTINGUISHERS)
2014 NATIONAL ELECTRICAL CODE (NFPA 70)
CONTRACTOR TO PROVIDE TACTICAL SIGNS AS REQUIRED
CONTRACTOR TO PROVIDE SIGNS DESIGNATING TYPE OF ROOF CONSTRUCTION
BUILDING HAS WOOD ROOF SYSTEM
LIGHT FRAME CONSTRUCTION SIGN REQUIRED
INTERIOR FINISHES
TABLE 803.11
INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY'
SPRINKLERED'
NONSPRINKLERED
GROUP
Interior exit stairways and ramps
„
and exit passageways"
Corridors and
enclosure for exit
access stairways
ra
Rooms and
enclosed
spaces`
Interfor exit stairways
ramps and exit
passageways''
Corridors and
enclosure for exit
access stairways
nd s
Rooms and
enclosed
spaces`
A —I & A-2
B
B
C
-- A ---
Air —
— Bs.
—A
B, F,, N1, R—I
B
C
C
B
--
C
R-4 --
B
C
C
A
B
— B
lI
B ----
B
C
A
A
B
i-1
B
C
C
A
B
B
1-2
__.._..._...__.
B- -- -- —
_
— -- B
Bh. '
—
A
A
B
13
4
A'
C
A
A
B
---I-4
--- — B
B
B" '
A
A
B
R-2
_ C
C
C
B
B
C
R-3
C--
- C --
C
C
C
C
S
C
C
C
B
B
c:
17
_.-____ ------
No restrictions
No restrictions
For Si: 1 inch = 25A nun, 1 square foot = 0.0929m2.
a. Class C'. interior finish materials shall he permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade lobby
where applied directly to a noncombustible base or over furring strips applied to a noncombustible base tmdfireblockedas required by Section 803.13.1.
b. In other than Group I-3 occupancies in buildin gs less than three stories above grade plane, Class B interior finish for nonsprinklered bu ldings and Ctrs C
interiorfinish for .spriuklcred buildings shall be permitted iir interior exit sttwe°ays and ramps.
c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating is required for structural
elements, the enclosing pai titions shrill extend from the floor co the ceiling. Partitions that do not comply with this shall be corm;idered enclosing spaces and the
rooms or spaces on both sides shrill be considered one. In determining the applic ibie icquiremcnts foi ronrns and enclosed spaces, the specific occupancy,
thereuf shall be the govcinin,g, factor regardless of the group classification of the building or stricture.
d_ Lobby areas in Group A-1, A-2 and A-3 occupancies shall not be less than Class B materials.
c. Class C interior finish materials shall be permitted in places of assembly with an occupant load of 300 persons or less.
f. For places of religious worship, wood used for ornamental purposes, trusses, pan.elina or chancel furnishing shah be permitted.
g. Class B material is required where the building exceeds two stories.
h. Class C interior finish materials shall be permitted in administrative spaces.
i. Class C interior finish materials shall be permitted in rooms with a capacity offourpetsons or less.
j. Class B materials shall be permitted as wainscotting extending not more that) 48 inches above the finished floor in corridors and exit access stairways and
ramps.
k. Finish materials as provided for in other sections of this code.
L, Applies when protected Mr an automatic sprinkler system installed in accordance. with Section 903.3.1.1 or 903.3-1.2.
D
PLAN INDEX:
SHEET B 1 : EXISTING FLOOR PLAN
SHEET B 2: PROPOSED FLOOR PLAN
FLORIDA APPROVAL CHART
DOOR AND WINDOW SCHEDULE
SHEET B 3: ELEVATIONS
ROOF SHEATHING DETAIL
EXTERIOR WALL SECTION
INTERIOR WAL SECTION
SHEET B 4: FOUNDATION PLAN
LINTEL DETAIL
LINTEL CHART
SHEET B 5: ROOF TRUSS PLAN
GABLE BRACE DETAIL
MINIMUM TRUSS BRACE DETAIL
VALLEY FRAMING DETAIL
FLASHING DETAIL
SHEET E M : POWER & MECHANICAL PLAN
DROP CEILING & LIGHTING PLAN
FIXTURE LEGEND
Pt
(352) 521i.
-5848
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CONSULTING ENGINEERS
ENGINEERING eUSINES5 NO, E5583O
Post Office Box 1128
Dade Cit�i, Florida 33526
THOMAS L, HANSON, PE 38ro54
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I HEFF I, ' I@ l i �T ;� I "" SAND SPECIFICATIONS
R 1
WERE npBxMEl' MY DIRECT SUPERVISION
V
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
ARE IN t l �e ER 16, SECTION ASC 7-THE
B I 18'J M 6TH ADDITION AND ASCE 7-10
FOR
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
139IDA
FOR 139 MPH WIN% E RISK CATEGORY 11
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
PRODUCT CATEGORY
STRUCTURAL COMPONET
STRUCTURAL COMPONET
ROOFING
ROOFING
WINDOWS
SOFFIT & FASCIA TRIM
WALL SIDING
EXTERIOR DOORS
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
APPROVED PRODUCT LIST
SUB CATEGORY
HETA20
LINTEL HEADER
ASPHALT
UNDERLAYMENT
FIXED GLASS
NONIMPACT
SOFFIT
VINYL LAP
SINGLE SWINGING
STATE OF FL.
MANUFACTURER APPROVAL#
SIMPSON FL 11473
CAST CRETE CORP FL 158.1
GAF SINGLES ALL FL 10124.1
GAF FL 10626.1
PLYGEM 1500 FL 16104.2
AMERICAN CONSTRUCTION METALS FL 12019.1
CERTAINTEED CORP FL 1573.1
REPUBLIC DOOR FL 15868.2
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DOOR AND WINDOW SCHEDULE
3'0"X7'0" FLUSH HOLLOW METAL DOOR WITH METAL FRAME
DOOR CLOSURE, BB HINGES, PANIC EXIT DEVICE ON INTERIOR
A
OF DOOR AND ADA LEVER KEY HANDLE ON EXTERIOR
LOW ADA BUMPER THRESHOLD
B
4'0"X2'0" INSULATED TINTED FIXED GLASS WINDOW, ALUMINUM
WHITE FRAME
6'0"X6'8" FLUSH SOLID CORE BIRCH DOOR, WOOD PAINT
GRADE FRAME, STANDARD HINGES, ASTRICAL ON INACTIVE
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ACTIVE DOOR
D
3'0"X6'8" FLUSH SOLID CORE BIRCH DOOR, WOOD PAINT
GRADE FRAME, STANDARD HINGES, ADA LEVEL KEY LOCK
HARDWARE FINISH TO BE CHOSEN BY OWNER
DOOR AND FRAME FINISH TO BE CHOSEN BY OWNER
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IHERBYF s4cT#hSAND SPECIFICATIONS
WERE PR' < R MY DIRECT SUPERVISION
ARE IN COMP TER 16, SECTION 1609 OF THE
FLORIDA BUILDING ODE 2017 6TH ADDITION AND ASCE 7-10
FOR 139 MPH WIND ZONE RISK CATEGORY II
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THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
HATCHED AREAS ARE EXISTING
PARTIAL
NORTH ELEVATION 3/1611 = 1' 0"
1/2" CDX ROOF SHEATHING NAILED PER SHEATHING
DETAIL WITH 8D NAILS, USE STEEL PLYCLIPS , GAF
UNDERLAYMENT AND GAF SHINGLES
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POURED IN PLACE, FILL NAIL HOLES WITH
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12' 0" n WALL HEIGHT
2X4 #2 SPRUCE SUB FASCIA WITH
ALUMINUM FASCIA, DRIP AND SOFFIT
INSULATED FIXED GLASS WINDOWS
MASONRY SILL
HATCHED AREAS ARE EXISTING
SPRAY FOAM INSULATION
R-30 AT BOTTOM OF ROOF
DECK IN ALL ATTIC AREAS
DOUBLE KNOCK OUT LINTEL BLOCK AT TOP
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NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
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NOT TO SCALE
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OPADEt-ITY 33526
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ALL CORNERS, EACH SIDE OF ALL
OPENINGS AND SPACED MAXIMUM
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CONTRACTOR TO ADD NEW SIDE WALKS AT NEW
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** �O.DE fl� 33526
- DENOTES #5 REBAR X CONT. PLACED IN BOTTOM COURSE AND
NOT TO SCALE 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. I HER �°d Y�� �S15p ND SPECIFICATIONS
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P - DENOTES PRE STRESSED U LINTEL WITH #5 REBAR X CONT. WERE ,D R IY DIRECT SUPERVISION
ARE IN C � T��' 16, SECTION 1609 OF THE
PLACED IN BOTTOM COURSE & 16" DEEP BEAM POURED SOLID
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE FLORIDA BU � H ADDITION AND ASCE 7-10
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND WITH 2500 PSI CONCRETE FOR 139 MPH WI SK CATEGORY II
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS
CHART UNLESS NOTED ON FLOOR PLAN BY OPENING
LINTEL LOAD CHART (16" DEEP SECTION)
CLEAR SPAN
CONCRETE U LINTEL
1' - 6"
4987 PLF (UNFILLED )
2' - 2"
3435 PLF (UNFILLED )
2' - 8"
2777 PLF (UNFILLED )
3' - 2"
2332 PLF (UNFILLED)
4' - 0"
1835 PLF (UNFILLED)
4' - 6"
1624 PLF UNFILLED)
5' - 2"
2739 PLF **
6' - 2"
2271 PLF **
7' - 0"
1987 PLF **
8' - 0"
1723 PLF **
9' - 2"
1489 PLF **
10' - 0"
1354 PLF **
41' 0" L 56' 4" L 24'
STUD SPACING
L- BRACING
NO
L-BRACING
(1) 2 X 4
L BRACING
(2) 2 X 4
L BRACING
(2) 2 X 6
L BRACING
16"
0'-0" TO 4'5"
4'-5" TO 8'0"
8'0"- 12'0"
12'0" TO 16'0"
24"
V-0" TO 4'0"
4'0" TO 7'0"
TO" TO 10'0"
10'0" TO 14'0"
NO ANGLE BRACING REQUIRED WHEN
GABLE IS NO MORE THAN 24" TALL IN
CENTER
BACKNAIL W/ (2) " 16D "'^
2X4 WEB BLOCKS NAILED IN BETWEEN
WEBS WITH (2)16D NAILS EACH END WITH
(6) 16D NAILS AT EACH END NAIL TO 2X4
2X4 ANGLE BRACING AT 48" OC ALONG
GABLE END NAIL ENDS TO 2X4 BLOCKING
WITH (2) 16D TOE NAILS
1/2
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
2X4 NAILER ATTACHED TO BOTTOM
CORD OF GABLE TRUSS AND COMMON
TRUSS WITH 2 EACH 12D COMMON NAILS
AT EACH UPRIGHT MEMBER OF GABLE
GABLE END BRACING DETAIL
NOT TO SCALE
NOTE: NO L BRACING REQUIRED WHEN
PEAK OF GABLE IS 4'0" OR LESS
"L" BRACING TO EXTEND AT LEAST 90 %
OF WEB LENGTH ( SEE TABLE ABOVE)
P DOWN GABLE TRUSS WITH ONE LAYER
CDX SHEATHING OR 7/16" OSB NAILED
C WITH 8D COMMON NAILS
ATTACH BOTTOM CORD OF GABLE TRUSS
TO 2 X 6 PLATE WITH 16D NAILS 6" OC
IIN 2 X 6 P.T. PLATE WITH
12" X 8" ANCHOR BOLTS
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ENGINEERED ROOF TRUSS PLAN 3/1611 = 1' 0"
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REQ. MINIMUM TRUSS BRACING
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(TYP.)
PROVIDE MINIMUM 16" 26 GA VALLEY FLASHING
AT ALL ROOF CHANGES AND SIDE WALL AREAS
PER FBC 107.2.5 /R703.7.5. 703.8., 903.2 AND 905
PLACE ROOF CEMENT COATING AT ROOF DECKS
EDGES OF FLASHING AND ALL LAPS. NAIL FLASHING
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I HER(%fi� TkSF°+P ND SPECIFICATIONS B5
WERE{d Y DIRECT SUPERVISION
ARE IN C p 16, SECTION 1609 OF THE
FLORIDA BULLI1 ADDITION AND ASCE 7-10
FOR 139 MPH vAl, I �1 RISK CATEGORY II
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LITHONIA LIGHTING TOTAL 14004 VA — 0
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:T.L. AIVSUIV P LIJENS9NO. 38654
:.P.O. BOX*28, DADE4-CITI L 33526
I HE�RT�t�iTtES�,�' f'AND SPECIFICATIONS E M
WER R �' OY DIRECT SUPERVISION
ARE I YA -1 16, SECTION 1609 OF THE
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE FLORID•,1 ADDITIONANDASCE7-10
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE FOR 139 I CATEGORY 11
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION °J
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION