Board of Adjustments regular meeting - City of Winter Park
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Board of Adjustments
regular meeting
January 19, 2021 at 5:00p.m.
City Hall | Commission Chambers
401 S. Park Ave. | Winter Park, Florida
Hybrid Meeting
Register Online: cityofwinterpark.org/live-broadcasts
Agenda Items
Opening & public comments
Approval
Minutes for the December 15, 2020 Meeting
New business
1. Request of Matthew Monroe with Envision Custom Homes Inc., on behalf of Joshua
Gottschall, for variances to allow construction of a detached pool cabana with a roof height
of 19 feet at the highest point and a side wall height of 12 feet, in lieu of the maximum
allowed heights of 18 feet and 11 feet respectively; and to allow the existing nonconforming
two-story side setbacks of 10 feet, in lieu of the required side setbacks of 14 feet to the 1st
floor and 19 feet to the 2nd floor, in order to permit the overall area of the cabana at 433
square feet.
Located at: 441 Genius Drive Zoned: PURD
Adjourn
appeals & assistance
“If a person decides to appeal any decision made by the Board with respect to any matter considered at this hearing, a
record of the proceedings is needed to ensure that a verbatim record of the proceedings is made, which record includes
the testimony and evidence upon which the appeal is to be based.” (F.S. 286.0105).
“Persons with disabilities needing assistance to participate in any of these proceedings should contact the City Clerk’s
Office (407-599-3277) at least 48 hours in advance of the meeting.”
441 Genius Drive
401 South Park Avenue • Winter Park, Florida 32789 Building &
Permitting
407-599-3237 • 407-599-3499 fax
cityofwinterpark.org
Services
TO: BOARD OF ADJUSTMENTS MEMBERS
FROM: GEORGE WIGGINS, DIRECTOR OF BLDG/LEGISLATIVE AFFAIRS
DATE: January 19, 2021
SUBJECT: VARIANCE REQUEST by Matthew Monroe in behalf of Joshua Gottschall,
441 Genius Drive
The applicant is requesting variances to allow construction of a detached pool cabana
with a roof height of 19 feet at the highest point and a side wall height of 12 feet,
whereas the maximum allowed height is 18 feet at the roof top and 11 feet wall
height respectively; and to allow the existing nonconforming two-story side setbacks
of 10 feet, in lieu of the required side setbacks of 14 feet to the 1st floor and 19 feet
to the 2nd floor, in order to permit the overall area of the cabana at 433 square feet.
With the addition of a new swimming pool the applicant is seeking setback and height
variances in order to construct a pool cabana in line with the architecture of the
existing home. Although the maximum area of a cabana is permitted to be 500
square feet and the open area is permitted to be excluded from the allowable gross
area of the home by up to 500 square feet, in this case the home area has already
reached the maximum gross area permitted. In addition, under the current code only
up 500 square feet of rear open or screened porch, or open cabana area can be
excluded. The existing rear porch has an area of 322 square feet which only leaves
an additional area of 118 square feet for the proposed partially open cabana. When
the home was originally built in 2003, a total area of 900 square feet was permitted
to be excluded from the gross floor area for rear porches, cabanas and similar
structures.
In order to consider allowing the additional floor area for a cabana with open and
enclosed space of 433 square feet, an after the fact setback variance for the main
residence must be granted, due to having 10 foot side setbacks on the main
residence. Under the current code, the side setbacks are greater (14’ to first floor
and 19 feet to the second floor) in order to permit this new area.
Included in this variance request is the permission to a higher overall roof height to
19 feet and a higher side wall height to 12 feet although most of the cabana is open.
Under today’s code the proposed side setback of 10 feet is permitted for a side wall
which is 11 feet or less in height measured from existing grade to the top of the roof
sheathing. This side setback encroachment issue and the excessive roof height of 19
feet could be cured by reducing the overall cabana height. This may be an area that
the applicant may be willing to modify.
Page 1 of 2
Board of Adjustments - January 19, 2021 - 441 Genius Dr
The location of this proposed cabana is on a lot which backs up to the Windsong
Preserve which is a natural area not ever likely to be developed. In other areas of
the City where a dwelling or accessory structures back up to non-residential
properties, the rear setbacks are reduced to 10 feet for one or two story dwellings.
In summary, the variances requested relate to the cabana’s building height, and the
ability to recognize pre-existing non-conforming side setbacks on a home built at a
time when a much larger area (900 square feet) could be excluded from the gross
area of a home.
No letters have been received regarding this request.
Page 2 of 2
December 28, 2020
Client: Envision Custom Homes
Matt Monroe – President
Central Florida
Project: Gottschall Residence
Subject: Variance Request
To Whom it May Concern,
This letter is to explain in additional detail the variance request to accompany the original online
variance request submitted.
Variance Request:
Side yard setback to achieve additional 5% FAR allowance due to an existing non-conforming side yard
setback along with 1’-2” encroachment into the rear setback.
Response:
The existing residence has a 17,583 square foot lot and an existing gross square footage of 6,292 with an
FAR of 35.8%. Today’s building code provides an FAR limit of 33%. In order to do any additions to this
property, a variance would be required due to the non-conforming side yard setbacks to allow this
property to meet the requirements of the additional 5% FAR increase for a total lot FAR of 38%.
The existing side yard setbacks are 10 feet on both sides of the first floor. The existing side yard setbacks
for the second floor are 2’-6” on the south side and 5’-0” on the north side.
In order to grant the additional 5% FAR, the first floor setbacks are required to be 14 feet on both sides
or a total of 28 feet and for the second floor, 19 feet on both sides or a total of 38 feet. The existing first
total setback is 20 feet and the second floor total setback is 27’-6”. The variance request for the side
yard setback would be for 8 feet on the first floor and 9’-6” on the second.
If the additional 5% FAR allowance is granted, it would allow the existing structure to then meet code
requirements and allow for an additional 390 square feet of build.
We are proposing a 433 square foot pool cabana in which 100 square feet is enclosed and 333 square
feet is covered. This 100 square foot of enclosed new building would be done through the 390 square
foot allowed as mentioned in the paragraph above.
The code allows for 500 square feet of covered porch to be built in the rear yard. There is an existing
covered rear porch of 322 square feet leaving a balance of 178 square feet of additional rear porch to be
built. We would utilize this 178 square feet for our 333 square feet of covered cabana new build leaving
Page 1 of 2
a balance of 155 square feet. We could accomplish this through the 390 square feet allotted with the
additional 5% FAR or we can request to build this through an old code requirement.
Previously the prior code allowed for 900 square feet of rear porches to be built. Our existing rear porch
plus the new pool cabana would total 655 total square feet. This would be under the 900 square foot
allotted to other homes built with this similar requirement at the time.
Variance Request:
New pool cabana to encroach 1’-2” into the rear setback.
Response:
The code allows for accessory structures to be built with 10 foot rear setbacks as long as these specific
accessory structures meet certain wall heights and roof height limits. The plywood sheathing can be no
taller than 11’-0” measured from grade and the roof can not be taller than 18’-0” when measured from
grade.
Our current structure measures 18’-11 5/8” from grade to top of roof. Our wall height measures 11’-11
3/4” above grade. This is so that we can match existing design elements and features from the existing
structure.
Because of our wall and roof height, we designed our structure to meet the primary residence setbacks
of 25’-0” for the rear and 10’-0” for the side.
There is a code to allow for a 10 foot rear setback if the residence is adjacent to a preservation. Though
there is a preservation behind our residence, it is zoned as a single family lot.
Our variance is to ask for one of two things. Either the allowable encroachment into the 25 foot rear
setback by 1’-2” for a new setback of 23’-10” or for a variance for the building wall and roof heights.
Sincerely,
Joe Knous, RA
President
studio1+
Florida Architect Business License AA26003729
joeknous@studiooneplus.com
407-590-0505
Page 2 of 2
CITY OF WINTER PARK
VARIANCE APPLICATION
BUILDING and PERMITTING SERVICES DEPARTMENT
Building & Permitting Department Date Received____________
401 South Park Avenue # Assigned ____________
Winter Park, FL 32789 Date of Hearing___________
Ph: 407-599-3237
Applicant: _______________________
Matt Monroe Owner: ___________________________
Josh Gottschall
_______________________________ _________________________________
441 Genius Drive
(Address) (Address)
_______________________________ _________________________________
Winter Park, FL 32789
(City, State) (Zip) (City, State) (Zip)
_______________________________ _________________________________
(Phone – Home) (Phone – Home)
_______________________________
321-695-2784 _________________________________
4153083583
(Phone – Work or Cell) (Phone – Work or Cell)
_______________________________
matt.monroe@myenvisionhome.com _________________________________
jgottschall@ymail.com
(Email Address) (Email Address)
If the applicant is not the owner, attach a copy of the purchase contract, or option on the
property, or a letter signed by the owner of record authorizing the applicant to act as an agent
for the owner.
*This request is for a variance from requirements of Article III, Zoning of the Land Development
Code of Winter Park, Section________, Subsection________, Zoning________.
State briefly (Clearly Printed or Word Processed) answers to all questions.
Note: Submit E-Mail address to have application forwarded to you for word processing.
Street address of
property____________________________________________________________________
441 Genius Drive, Winter Park
Legal description of
property____________________________________________________________________
___________________________________________________________________________
___________________________________________________________________________
Describe variance
request_____________________________________________________________________
Side yard setback to achieve additional 5% FAR allowance due to existing non-conforming side yard setbacks along with
___________________________________________________________________________
1'-2" encroachment into rear setback.
___________________________________________________________________________
*This section may be left blank for completion by city staff*
Residential Fee-$200.00 /Commercial, Multi-Family Fee-$400.00 payable upon submission of
application.(The fee is doubled for after-the-fact requests.) Applicants tabled at the request of
the applicant, within 10 days of the Planning and Zoning meeting or Board of Adjustment
meeting will be charged for addition advertising and notification costs, plus $100.00.
Variance Application Page 2 of 2 1. What are the special conditions and circumstances, peculiar to the land, structures or buildings involved? The existing structure was built above today's FAR limitations. The existing residence has a gross ___________________________________________________________________________ square foot of 6,292 square feet at 35.8% FAR which exceeds the 33% FAR limits for this size lot. ___________________________________________________________________________ Existing side yard setbacks are 10% and in order to achieve additional FAR, the side yard setbacks ___________________________________________________________________________ need a variance from 10 feet on the first floor to 14 feet. ___________________________________________________________________________ How long have you owned the property? _____________________ How long have you occupied the property? ___________________ 2. What rights or privileges commonly enjoyed by other properties in the same zoning district will the applicant be deprived of because of enforcement of the Zoning Ordinance? The existing structure is pre-existing and exceeds allowable code requirements. ___________________________________________________________________________ ___________________________________________________________________________ ___________________________________________________________________________ 3. Describe fully the hardship (from zoning requirements) upon which this request is based, be specific in describing the hardship and give all reasons explaining why you need to vary from the Zoning Code requirements. Note: Financial reasons are not considered a hardship. See attached letter. ___________________________________________________________________________ ___________________________________________________________________________ ___________________________________________________________________________ ___________________________________________________________________________ ___________________________________________________________________________ 4. Will applicant accept a limited variance? For example: Height, lengths, position, etc. of signs, fences, shrubbery, enclosures of structures or carports, parking spaces, etc? If so, to what extent? Yes, height. ___________________________________________________________________________ ______________________________ ________ ________________________________ Signature of Applicant Date Name of Applicant (PRINT) Variance app 12/00 - Instructions, and setback sheet - attached.
PLAN SNAPSHOT REPORT BOA-2020-0022
FOR CITY OF WINTER PARK
Plan Type: Board of Adjustments Project: App Date: 12/22/2020
Work Class: Board of Adjustments/Variance Application District: Winter Park Exp Date: NOT AVAILABLE
Status: Submitted - Online Square Feet: 0.00 Completed: NOT COMPLETED
Valuation: $0.00 Assigned To: Wiggins, George Approval
Expire Date:
Description: Request for Variance for rear setback encroachment.
Parcel: 302208936500390 Main Address: 441 Genius Dr Main Zone:
Winter Park, FL 32789
Applicant Owner
ENVISION CUSTOM HOMES, Gottschall Joshua A
INC. 441 Genius Dr ST
9957 MOORING DR 303 WINTER PARK, FL
JACKSONVILLE, FL 32257 32789-5109
Home: 00 Home: 00
Business: (321) 695-2784 Business: 00
Mobile: 00 Mobile: 00
Plan Custom Fields
Zoning PURD Section 08-22-30-9365-00-390 Subsection
Is the property on No Is this property on No Describe variance Variance request to allow
waterfront? historic registry or a new detached pool
district? cabana structure to be
located 1'-2" over the
minimum rear setback.
Drawings were submitted
and approved under
permit BLDR-2020-0568.
These drawings had the
pool cabana placed within
the rear setback limit. The
new pool was installed
closer to the rear setback
than originally designed,
and as a result, the
cabana can no longer be
constructed pursuant to
the original design without
encroaching into the rear
setback. The design of the
pool cabana structure is
integral to the design and
location of the pool so that
the columns of the cabana
straddle the shell of the
pool. There is an
integrated rain fall pool
feature that will be built
into the cabana roof eave
that will flow into the pool.
How long have you 1.5 years How long have you 1.5 years Special Condition There is no residential
owned the property? occupied the property? property to the rear of this
lot as it backs up to a
preserve so there would
be no impact to other
homeowners.
Rights/Priv This structure can not be Hardship The pool structure is in Limited Variance There is a design element
built as the owner has place but the integral pool along the back wall of the
designed for and cabana cannot be built cabana, that if removed,
anticipated. There are without a variance to will reduce the
numerous other adjacent encroach on the rear encroachment on the rear
properties with similar or setback by 1'-2". setback by 8". This would
larger structures built result in a variance of only
within the rear setback. 6" if removed.
December 23, 2020 Page 1 of 2
PLAN SNAPSHOT REPORT (BOA-2020-0022)
Attachment File Name Added On Added By Attachment Group Notes
Authorization Letter.pdf 12/22/2020 19:06 Monroe, Matthew Uploaded via CSS
GOTTSCHALL Drawings 12/22/2020 19:06 Monroe, Matthew Uploaded via CSS
201221-VARIANCE Set.pdf
Setback Worksheet.pdf 12/22/2020 19:06 Monroe, Matthew Uploaded via CSS
Signature_Matthew_Monroe_12/23/202 12/22/2020 19:07 Monroe, Matthew Uploaded via CSS
0.jpg
Workflow Step / Action Name Action Type Start Date End Date
Application Completeness Check v.1
Confirm Application Complete v.1 Generic Action
Review v.1
Board of Adjustments Review v.1 Receive Submittal
Issue Invoice v.1 Generic Action
Final Decision v.1
Board of Adjustments Decision v.1 Generic Action
December 23, 2020 Page 2 of 2ARCHITECT:
GOTTSCHALL RESIDENCE
studio1+
AA26003729
EDWARD 'JOE' KNOUS, RA
2733 DONALDSON DRIVE
ORLANDO, FL 32812
407-590-0505
JOEKNOUS@STUDIOONEPLUS.COM
SEAL
WINTER PARK, FL.
NAME: EDWARD JOE KNOUS
FL REG. NO.: AR97048
BUILDER
DATE ISSUED FOR
JOB NUMBER: 19-048
PROJECT MANAGER: M. MONROE
DRAWN BY: J. KNOUS
APPROVED BY: J. KNOUS
SHEET TITLE:
SHEET NUMBER: REV.GENERAL NOTES ROOFING AND INSULATION CODES AND REFERENCES DESIGN CRITERIA
1. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF 1. ROOFING TO BE S BARREL CLAY TILE TO MATCH EXISTING. FLORIDA BUILDING CODE, RESIDENTIAL SIXTH EDITION (2017) ROOF LOADING:
THE BUILDING AUTHORITIES HAVING JURISDICTION (CITY WINTER PARK, FL. - ORANGE COUNTY) OVER THIS 2. ALL ROOF SHEATHING TO BE 5/8" APA RATED SHEATHING WITH EDGE CLIPS 24" O.C. MAX. NO EDGE CLIPS ASCE-7 LIVE: 20 PSF ARCHITECT:
TYPE OF CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS WORK SHALL BE IN CONFORMANCE WITH AT ROOF TRUSS. NFPA 72 DEAD: 17 PSF FOR SHINGLE studio1+
ALL APPLICABLE CODES AND REGULATIONS. 3. PROVIDE FLASHING AT ALL VERTICAL WALL TO ROOF INTERSECTIONS AND ALUMINUM DRIP EDGES AT ROOF CONSTRUCTION TYPE / CLASSIFICATION: FLOOR LOADING: AA26003729
EDWARD 'JOE' KNOUS, RA
2. CONTRACTORS SHALL VERIFY ALL CONDITIONS AT THE JOBSITE PRIOR TO COMMENCING WORK. PERIMETER. ALL IN ACCORDANCE WITH ASTM D255 OR ASTM D3462. OCCUPANCY: PURD PER HOA DOCUMENTS LIVE: 40 PSF
2733 DONALDSON DRIVE
CONTRACTORS SHALL REPORT ALL DISCREPANCIES IN THE DRAWING AND EXISTING CONDITIONS TO THE 4. NO PLUMBING STACKS OR VENT PENETRATIONS ON FRONT SIDE OF ROOF. CONSTRUCTION TYPE: V; UNPROTECTED DEAD: 15 PSF ORLANDO, FL 32812
ARCHITECT PRIOR TO COMMENCING WORK. 5. TEMPORARY BRACING OF ROOF TRUSS SHALL BE INSTALLED PER BCSI RECOMMENDATIONS AND SHALL BE MAX. HEIGHT: 30 FEET UNINHABITABLE ATTIC: 407-590-0505
3. INTENT OF PLANS ARE FOR PERMITTING APPROVAL. CONTRACTORS SHALL INCLUDE ALL NECESSARY UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM. DESIGN HEIGHT: 19'-2 5/8" T.O. RIDGE DEAD: 20 PSF JOEKNOUS@STUDIOONEPLUS.COM
ITEMS, EQUIPMENT, AND ACCESSORIES REQUIRED TO COMPLETE THEIR SCOPE OF WORK THOUGH THEY SEAL
MAY NOT BE INDICATED ON THESE PLANS. DOORS AND WINDOWS CONCRETE
4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE
CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A 1. ENTRY DOOR TO BE FIBERGLASS EXTERIOR DOOR OR APPROVED EQ. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI.
DIFFERENT DETAIL IS SHOWN. 2. WINDOWS TO BE ALUMINUM FRAME, INSULATED, ARGON FILLED WINDOWS. PROVIDE TEMPERED WINDOWS 2. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" LAP
5. CONTRACTORS SHALL APPLY FOR THEIR TRADE PERMITS IF NECESSARY, PAY ALL PERMITTING FEES, AND AS REQUIRED PER F.B.C. ALL SINGLE HUNG WINDOWS SHALL HAVE INTEGRAL LOCK. PROVIDE MILL FINISH PROVIDED.
ARRANGE ALL INSPECTIONS RELATED TO THEIR TRADE. OWNER SHALL BE NOTIFIED IN ADVANCE PRIOR TO TRACKS. 3. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O.
ARRANGING INSPECTIONS. 3. PROVIDE CONTINUOUS BED OF SEALANT UNDER EXTERIOR DOOR THRESHOLDS AT AT DOORS, WINDOWS, 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 / A185M-07. WWM SHALL BE LAPPED AT LEAST 6"
6. ALL WIND LOAD CALCULATIONS AND DESIGN CRITERIA ARE BASED ON AN "ENCLOSED" STRUCTURE. ANY AND OTHER AREAS AS REQUIRED. PROVIDE NECESSARY BACKER ROD PRIOR TO INSTALLATION OF ANY AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". POLYPROPYLENE FIBERS FOR SLABS ON GRADE
BREACH OR PENETRATION, SUCH AS WINDOWS, DOORS, ETC. DURING A STORM EVENT WILL COMPROMISE SEALANT. TO BE MIN 1.5 LBS OF FIBER PER CUBIC YARD.
STRUCTURAL INTEGRITY. 4. ALL WINDOW AND DOOR FRAME FINISHES SHALL BE SELECTED BY OWNER. ANY DAMAGE TO FINISH SHALL 5. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM
7. ALL EXTERIOR WALLS ARE SHEAR WALLS AND MUST TRANSFER LOADS TO FOUNDATION. BE FIXED IN FIELD. RUST, SCALE, AND OIL AND SHALL MEET ASTM A615 / A185M-04A, GRADE 40. REINFORCING FOR FOOTING
NAME: EDWARD JOE KNOUS
8. TRUSSES SHALL BE DESIGNED BY PRE-ENGINEERED TRUSS COMPANY AND SUBMITTED TO AHJ (WINTER 5. ALL DOORS AND WINDOWS SHALL BE INSTALLED AND SECURED PER MANUFACTURER'S FLORIDA PRODUCT SHALL BE SUPPORTED ON PRE-CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY
FL REG. NO.: AR97048
PARK, FL). APPROVAL NOTICE OF ACCEPTANCE. SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED
9. REFER TO TUB/SHOWER MANUFACTURER INFORMATION FOR DRAIN LOCATION PER OWNER'S FIXTURE IN PLACE BY USING ADDITIONAL CROSS-REINFORCING TIED TO FOOTING REINFORCING. BUILDER
SELECTION. ELECTRICAL 6. IF TIE ANCHORS ARE USED, SIMPSON HIGH STRENGTH EPOXY TIE ANCHORING ADHESIVE SHALL BE USED.
10. ALL PLUMBING, GAS, MECHANICAL, AND ELECTRICAL SHALL COMPLY WITH FLORIDA BUILDING CODE,. 7. ALL INTERIOR SLAB FINISHES SHALL BE STEEL TROWEL FINISH.
11. USE CEMENTIOUS BACKER BOARD AT ALL WET WALLS UNLESS NOTED OTHERWISE. 1. SEE ELECTRICAL DRAWING FOR ALL ELECTRICAL NOTES. 8. ALL EXTERIOR SLAB FINISHES SHALL BE MEDIUM BROOM FINISH.
12. PROVIDE BLOCKING IN WALLS WHERE REQUIRED FOR PLUMBING FIXTURES AND FOR MILLWORK
SECUREMENT. FINISHES MASONRY
SITE WORK 1. DESIGN INTENT OF FINISHES IS TO MATCH EXISTING HOUSE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM
2. STUCCO DIRECT APPLIED TO CMU, 3/4" THICK. C90-0601, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI.
1. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS ARE DESIGNED FOR A 3. INTERIOR CEILINGS TO BE 1/2" SAG RESISTANT DRYWALL CEILING BOARD OR 5/8" DRYWALL. 2. MORTAR SHALL BE TYPE S, CONFORMING TO ASTM C270-07.
2,000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO THE 5. TILE WALLS SHALL BE 1/2" CEMENT BOARD OR APPROVED EQUAL. APPLY LIQUID APPLIED WATERPROOFING 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A
ARCHITECT PRIOR TO COMMENCING WORK AND VERIFY SOIL IS CAPABLE OF SUPPORTING DESIGN LOAD OF SYSTEM ON ALL CEMENT BOARD PRIOR TO INSTALLING TILE; REDGARD OR APPROVED EQ. WITH MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI SLUMP 8" TO 11".
2,000 PSF. REINFORCED FABRIC. 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE
2. PROVIDE GROUND POISONING PER STATE OF FLORIDA AND HRS, CHAPTER 100-55, F.A.C., UNDER ENTIRE GROUT AND GRADE 40 STEEL.
SURFACE OF LIVING AREA FLOOR AND ON BOTH SIDES OF FOUNDATION WALL. REFER TO CHEMICAL PLUMBING NOTES 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM
TERMITE TREATMENT NOTES FOR OPTIONAL APPLICATIONS. SPACING OF 192 DIA OR 10 FT WHICHEVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF
1. SANITARY LINES SHALL BE CAST IRON OR PVC SCHEDULE 40 AS APPROVED BY THE BUILDING OFFICIAL. THE MASONRY CELL WITH MIN. 1/2" CLEARANCE TO INSIDE FACE.
FOUNDATION INSPECTION 2. WATER SUPPLY LINES SHALL BE COPPER, TYPE "L", OR CPVC AS APPROVED BY LOCAL BUILDING CODES. 6. REINFORCING STEEL CAN BE LAPPED. LAP SHALL BE 25".
3. PROVIDE HOSE BIBBES PER DIRECTION OF OWNER AND AS IDENTIFIED ON PLANS. 7. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE
1. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR 4. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. THE RESPONSIBILITY OF THE CONTRACTOR.
THE BUILDING INSPECTORS TO USE. OR, ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING 5. GANG ALL STACKS TO FACILITATE THE MINIMUM NUMBER OF ROOF PENETRATIONS AS POSSIBLE. 8. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7)
STRETCHED FROM MAKER TO MARKER TO VERIFY REQUIRED SETBACKS. 6. PLUMBER TO DIVERT ALL ROOF VENTS TO BACK SIDE OF ROOF. DAYS.
7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA BUILDING CODE, RESIDENTIAL. 9. DURING CONCRETE POURS, THE CONTRACTOR SHALL ADEQUATELY VIBRATE THE FILLED CELL WITH
FRAMING INSPECTION 8. FIXTURE SUPPLY SIZES TO CONFIRM WITH FLORIDA BUILDING CODE, RESIDENTIAL. EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION.
9. ALL WATER CLOSETS SHALL BE MAXIMUM FLUSH CAPACITY ALLOWED BY BUILDING CODE.
1. ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH-INS MUST BE COMPLETE, INSPECTED AND 10. PROVIDE ALL SHOWER VALVES WITH BOTH FLOW AND TEMPERATURE CONTROLS. PIPES SHALL BE WOOD
APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. INSULATED AS REQUIRED.
1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. STRUCTURAL WOOD
CHEMICAL TERMITE TREATMENT FRAMING MEMBERS SHALL BE EITHER #1 SYP OR #2 SPF.
2. ALL LUMBER SHALL HAVE MOISTURE CONTENT OF 19% OR LESS.
1. TERMITE TREATING AND PROTECTION TO MEET THE REQUIREMENT OF SECTION R-318 OF THE FLORIDA 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO
BUILDING CODE, RESIDENTIAL. 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC.
2. R-318 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP. U.N.O.
PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 4. VERIFY THAT THE CHEMICALS USED TO TREAT WOOD IS NOT CORROSIVE TO STEEL. FOR EXAMPLE, ACQ-C,
TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON ACQ-D, CBA-A OR CA-B REQUIRED HOT-DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS.
COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTION TREATMENT, A CERTIFICATE OF 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED.
COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY.
COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 7. PRESSURE TREATED LUMBER SHALL BE IN ACCORDANCE WITH AWPA U1.
TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH 8. SHEATHING REQUIREMENTS:
RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER 8.1. ROOF DECK: 5/8" PLYWOOD C-C/C-D, EXTERIOR OR OSB. OWNER INTENDS TO UTILIZE ZIP SYSTEM BY
SERVICES." HUBER ENGINEERED WOODS.
3. USE REGISTERED TERMITICIDES OR OTHER APPROVED METHODS. 8.2. WALL SHEATHING: 7/16" PLYWOOD C-C/C-D, EXTERIOR OR OSB. OWNER INTENDS TO UTILIZE ZIP
4. SOIL TREATMENTS FOR SUBTERRANEAN TERMITES: SYSTEM BY HUBER ENGINEERED WOODS.
4.1. PROTECTION TO BE DONE AFTER ALL EXCAVATION, BACKFILLING AND COMPACTION IS COMPLETE. 9. MINIMUM OF 3 PLY STUD COLUMNS TO BE INSTALLED AT BEAM OR GIRDER TRUSS BEARING LOCATIONS.
4.2. DISTURBED SOIL TREATMENT MUST BE RETREATED. 10. SYP #1 GRADE OR BETTER FASTEN PLYS TOGETHER USING 16d COMMON NAILS 6" O.C. AS EACH MEMBER IS
4.3. TREATMENT SHALL BE PROTECTED FROM RAINFALL BY 6 MIL VAPOR BARRIERS. IF RAINFALL OCCURS APPLIED.
BEFORE BARRIERS PLACEMENT, SOIL MUST BE RETREATED. 11. 4 PLY AND/OR LARGER STUD COLUMNS SHALL BE FASTENED TOGETHER AS STATED ABOVE PLUS CS16 COIL
5. PROTECTION SLEEVES AROUND METALLIC PIPING PENETRATING CONCRETE SLAB-ON-SLAB GRADE FLOORS STRAPPING WRAPPED AROUND COLUMN WITH A 4" END CAP AT 16" O.C. OR 1/2" THRU BOLTS AT 24" O.C.
SHALL NOT BE CELLULOSE-CONTAINING MATERIALS AND RECEIVE AN APPLICATION OF TERMITICIDE IN 12. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0" AT MID-HEIGHT, AND SHEATHING JOINT. BRACE GABLE
ANNULAR SPACE BETWEEN SLEEVE AND PIPE. END WALLS AT 4'-0" O.C.
6. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF 13. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION DATE ISSUED FOR
WOOD ARE REQUIRED TO BE FIELD TREATED. REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED.
7. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" AFF. OWNER TO VERIFY METHOD OF 14. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG TIE CO., OR EQ.
PROTECTION. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER.
8. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING AHJ. "LIQUID BORATE OR BOR-A-COR"
PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON PRE ENGINEERED WOOD TRUSSES
FILE WITH THE BUILDING DEPARTMENT.
1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR
CARPENTRY BEAMS WITH HURRICANE CLIPS OR ANCHORS. REFER TO ROOF PLAN FOR TRUSS TO WALL CONNECTION
TYPE.
1. CUTTING OF WOOD STRUCTURAL MEMBERS TO BE IN ACCORDANCE TO F.B.C. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE
2. ROOF SHEATHING SHALL BE APA RATED SHEATHING. SEE ROOF AND INSULATION SECTION. NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENERS AS RECOMMEND BY
3. INTERIOR NON-BEARING WOOD PARTITIONS SHALL BE 2X4 STUDS AT 16" O.C. UNLESS OTHERWISE NOTED THE NATIONAL FOREST PRODUCTS ASSOCIATIONS.
WITH A SINGLE P.T. SILL AND TOP PLATE BEARING WALLS AS INDICATED ON DRAWINGS. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS
4. LUMBER IN CONTACT WITH MASONRY AND SOIL TO BE PRESSURE TREATED. INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS AND DEAD LOADS. JOB NUMBER: 19-048
5. ROUGH HARDWARE FOR EXTERIOR USE SHALL BE GALVANIZED. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER
PROJECT MANAGER: M. MONROE
6. ROOF TRUSSES AND ROOF FRAMING MEMBERS SHALL BE SECURED WITH GALVANIZED METAL HURRICANE UNLESS NOTED OTHERWISE.
ANCHOR STRAPS AS INDICATED ON DRAWINGS. ALL PRODUCTS SHALL HAVE APPROVED FLORIDA 5. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS DRAWN BY: J. KNOUS
PRODUCT APPROVAL. PLATE INSTITUTE TIPI LATEST EDITION. APPROVED BY: J. KNOUS
7. FASCIA TO BE ALUMINUM INTEGRATED WITH SOFFIT. 6. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH
8. SOFFITS SHALL BE 0.019" GAUGE ALUMINUM WITH WHITE FINISH. SPECIFIED LOADS AND GOVERNING CODES. SIGNED AND SEALED PLANS SHALL INCLUDE TRUSS FRAMING
9. PROVIDE DRAFTSTOPPING PER REQUIREMENTS OF F.B.C. R302.12. PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, CONNECTIONS, TRUSS LOCATIONS, AND
PERMANENT BRACING, AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT SHEET TITLE:
STRUCTURE. SUBMITTALS SHALL BE SENT TO OWNER PRIOR TO FABRICATION.
7. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND
SIMILAR CONDITIONS.
8. TRUSS MANUFACTURER SHALL NOTIFY ARCHITECT IF ADDITIONAL LOAD BEARING WALLS ARE REQUIRED
BEYOND THOSE SHOWN ON THE FOUNDATION PLANS.
SHEET NUMBER: REV.ARCHITECT:
studio1+
AA26003729
EDWARD 'JOE' KNOUS, RA
WALL COLUMN TO REMAIN
2733 DONALDSON DRIVE
ORLANDO, FL 32812
407-590-0505
JOEKNOUS@STUDIOONEPLUS.COM
REMOVE WALL, COLUMNS, AND
SEAL
LIGHTS
NAME: EDWARD JOE KNOUS
FL REG. NO.: AR97048
BUILDER
REMOVE PAVER WALKWAYS ON
BOTH SIDES AND REAR OF
WALL COLUMN TO REMAIN
PROPERTY
REMOVE WALL, COLUMNS, AND
LIGHTS
REMOVE WALL AND COLUMNS
THAT ARE HATCHED. MODIFY
LANDSCAPE, ELECTRICAL, AND
IRRIGATION AS REQUIRED.
DATE ISSUED FOR
JOB NUMBER: 19-048
PROJECT MANAGER: M. MONROE
DRAWN BY: J. KNOUS
APPROVED BY: J. KNOUS
SHEET TITLE:
SHEET NUMBER: REV.9'-2 5/8"
ARCHITECT:
studio1+
23'-9 7/8"
AA26003729
25'-1 3/8"
EDWARD 'JOE' KNOUS, RA
25'-0"
2733 DONALDSON DRIVE
ORLANDO, FL 32812
CL 407-590-0505
28'-10" JOEKNOUS@STUDIOONEPLUS.COM
REAR SETBACK LINE SEAL
1'-2"
CL
10'-1"
POOL BY OTHERS
10'-0"
2'-1"
V
2'-1"
R
EL. 90.4'
4'-0" TALL 8" CMU CONCRETE CABANA NAME: EDWARD JOE KNOUS
WALL WITH STUCCO FINISH TO SLAB NEW NON-CONDITIONED POOL CABANA FL REG. NO.: AR97048
MATCH EXISTING HOUSE AND
PRECAST CONCRETE BUILDER
DECORATIVE TOP. SEE ROOF LINE
DETAIL 2/A5. EL. 90.4'
7'-7 3/4" POOL DECK
24'-0 1/2"
CONCRETE PAD FOR POOL
12'-7"
EQUIPMENT
EL. 89.11'
PATIO SLAB
3'-0"
EL. 90.4'
PATIO SLAB 15'-0" SETBACK LINE
3'-0"
EL. 90.9'
HOUSE SLAB
SQUARE FOOTAGE TABULATIONS (PER FAR REQUIREMENTS)
EXISTING BASE AREA: 3,448 SF
EXISTING FINISH GARAGE: 882 SF
EXISTING UPPER STORY: 1,096 SF (SEE NOTE A)
EXISTING TOTAL FAR AREA: 5,426 SF (NOT COUNTING PORCHES)
ALLOWABLE FAR (33%): 5,802 SF
TOTAL LOT AREA: 17,583 SF
GRASS AREA REAR PORCH ALLOWANCE: 500 SF
EXISTING REAR PORCH: 322 SF
2'-1 1/2" REMAINING BALANCE: 178 SF
NEW CABANA: 434 SF
PORCH BALANCE: 178 SF
7'-0 1/4" ADDITIONAL FAR AREA: 256 SF
12'-6"
EXISTING FAR: 5,426 SF
PATCH AND
ADDITIONAL NEW FAR: 256 SF
FINISH WALL TOTAL FAR: 5,682 SF
4'-10 1/4"
8'-0"
COLUMN WHERE
WALL WAS
8" REFERENCE ONLY:
1/ REMOVED
R8
4 EXISTING FRONT PORCH: 72 SF
'-
R8
'-0
EXISTING REAR PORCH: 322 SF
3/
7'-7" NEW CABANA: 434 SF
4"
ADDITIONAL TOTAL PORCH/CABANA: 828 SF
PAVED ALLOWABLE PORCH: 900 SF DATE ISSUED FOR
DRIVEWAY
AREA. MATCH NOTE A:
EXISTING THE ATTIC AREAS ABOVE BOTH GARAGES ARE NOT CALCULATED AS
PAVERS. PART OF THE SECOND FLOOR AREA PER CODE SECTIONS 58-65, (f), 3, b,
1 AND 58-65, (f), 1, c. REFER TO SHEET A4.2 FOR ADDITIONAL
INFORMATION AND JUSTIFICATION. WE ARE ILLUSTRATING
COMPLIANCE WITH FAR REQUIREMENTS BASED ON THE ABOVE CODE
SECTION AND SQUARE FOOT CALCULATIONS. IF DISAGREEMENTS ARE
STATED AGAINST THIS APPROACH, WE WOULD REQUEST WE ARE
COMPLIANT PER CODE SECTION 58-65, (f), 1, h AS STATED AND
JUSTIFIED ON SHEET A4.2.
JOB NUMBER: 19-048
SITE NOTES PROJECT MANAGER: M. MONROE
DRAWN BY: J. KNOUS
1. ACTUAL LOT AREA: 17,583 SF
2. MAX HEIGHT: 30 FEET APPROVED BY: J. KNOUS
3. ACTUAL HEIGHT: 19'-2 5/8"
4. REAR SETBACK: 25 FEET
5. SIDE SETBACK: 10 FEET
6. FRONT SETBACK: 25 FEET SHEET TITLE:
7. EXISTING BUILDING PAD = 4,330 SQ. FT.
8. EXISTING DRIVEWAY = 1,031 SQ. FT.
9. EXISTING AC PADS = 271 SQ. FT.
10. EXISTING REAR PORCH = 322 SQ. FT.
11. EXISTING FRONT PORCH = 71 SQ. FT.
12. NEW DRIVEWAY = 101 SQ. FT.
13. NEW POOL DECK AND POOL, AND CABANA = 2,041 SQ. FT.
14. NEW CABANA = 434 SQ. FT. SHEET NUMBER: REV.
15. TOTAL IMPERVIOUS AREA = 8,601 SQ. FT. / 0.489
16. PROJECT SCOPE: MODIFY FRONT DRIVEWAY AND WALL,
INSTALL NEW POOL AND DESK WITH POOL CABANA.ARCHITECT:
studio1+
AA26003729
EDWARD 'JOE' KNOUS, RA
2733 DONALDSON DRIVE
ORLANDO, FL 32812
407-590-0505
JOEKNOUS@STUDIOONEPLUS.COM
SEAL
NAME: EDWARD JOE KNOUS
FL REG. NO.: AR97048
BUILDER
GARAGE: 333 SF
REAR COVERED
PORCH: 322 SF
FRONT COVERED
ORCH: 71 SF
DATE ISSUED FOR
GARAGE: 549 SF
FIRST FLOOR
CONDITIONED
AREA: 3,448 SF
JOB NUMBER: 19-048
PROJECT MANAGER: M. MONROE
DRAWN BY: J. KNOUS
APPROVED BY: J. KNOUS
SHEET TITLE:
SHEET NUMBER: REV.CODE - SECTION 58-65, (f), 3, b, 1:
NO BUILDING SHALL HAVE MORE THAN TWO STORIES EXEPT AS
PERMITTED IN THIS SECTION. ATTIC AREA ABOVE THE SECOND
FLOOR WITHIN A SLOPING ROOF WITH A MAXIMUM SLOPE OF 12:12
AND WITHIN THE ALLOWED BUILDING HEIGHT AY BE AIR ARCHITECT:
CONDITIONED AND FINISHED SPACE AND MAY BE EXCLUDED studio1+
FROM THE GROSS FLOOR AREA TO BE USED IN CALCULATING THE AA26003729
EDWARD 'JOE' KNOUS, RA
ALLOWABLE FLOOR AREA RATIO. HOMES WITH A MANSARD OR 2733 DONALDSON DRIVE
GAMBREL ROOF TYPE MAY NOT UTILIZE THIS EXCEPTION. THIS ORLANDO, FL 32812
AREA SHALL ALSO COMPLY WITH THE BUILDING CODE. 407-590-0505
JOEKNOUS@STUDIOONEPLUS.COM
STATEMENT: SEAL
THE AREA IDENTIFIED ON THE PLANS IS BUILT WITHIN THE ATTIC
AREA, HAS A ROOF SLOPE OF 8:12, AND DOES NOT HAVE A
MANSARD OR GAMBREL ROOF. THE WALLS DO NOT EXTEND UP
TO FORM A SECOND FLOOR AND ONLY HAS A WINDOW AT THE
GABLE END FOR CODE EGRESS.
CODE - SECTION 58-65, (f), 1, c:
FOR ONE-STORY HOMES OR HOMES WITH THE SECOND FLOOR
LOCATED WITHIN A SLOPING ROOF THAT HAS A ROOF SLOPE OF
12:12 OR LESS, THE ALLOWABLE FLOOR AREA RATIO MAY BE NAME: EDWARD JOE KNOUS
INCREASED BY UP TO FIVE PERCENT FOR...PROPERTIES OVER FL REG. NO.: AR97048
13,600 SQUARE FEET IN AREA.
BUILDER
STATEMENT:
THE AREA IDENTIFIED ON THE PLANS IS BUILT WITHIN THE ATTIC
AREA AND HAS A ROOF SLOPE OF 8:12. THIS CODE SECTION
ALLOWS FOR THE AREA WITHIN A SLOPING ROOF TO COUNT
TOWARDS AN INCREASE IN FAR. THE ROOMS ABOVE THE
GARAGE FALL WITHIN THIS SIMILAR LIMITATION. WE ARE NOT
REQUESTING AN INCREASE IN THE FAR PERCENT AS WE HAVE
IDENTIFIED THAT OUR BUILD IS WITHIN THE FAR REQUIREMENTS
BUT IF NECESSARY, WE WOULD REQUEST THIS CODE SECTION BE
APPLICABLE FOR THESE PORTIONS OF THE HOUSE.
CODE - SECTION 58-65, (f), 1, a:
(1) FLOOR AREA RATIO:
a. LIMITATIONS ON ALLOWABLE FLOOR AREA ARE
ESTABLISHED FOR THE FOLLOWING PURPOSES:
1. TO PROVIDE ADEQUATE LIVING SPACE FOR
SINGLE-FAMILY DWELLINGS;
2. TO ASSURE THAT THE OVERALL BULK AND MASS OF
ALL BUILDINGS ON EACH SITE WILL BE
STAIR AND MASTER HARMONIOUSLY RELATED TO THE SIZE OF THE
CLOSET: 420 SF (NOT BUILDING SITES ON WHICH THEY ARE CONSTRUCTED;
INCLUDED IN FAR PER 3. TO PREVENT OUT-OF-SCALE DEVELOPMENTS THAT
SECTION 58-65, (f), 3, b, ARE INCONSISTENT WITH THE PRESERVATION OF
1) NEIGHBORHOOD CHARACTER AND OPEN SPACES.
MASTER
CLOSET
STATEMENT:
FLOOR AREA RATIO STATES EACH SITE TO BE HARMONIOUSLY
RELATED TO THE SIZE OF THE BUILDING SITES AND PREVENT
INCONSISTENT PRESERVATION OF THE NEIGHBORHOOD
CHARACTER AND OPEN SPACE. OUR BUILD OF A 433 SF POOL
CABANA IS A STRUCTURE THAT IS COMMONLY FOUND WITHIN THE
WINDSONG NEIGHBORHOOD, IS LOCATED IN THE REAR PROPERTY
WHICH IS OUT OF SITE FROM THE STREET, AND MAINTAINS THE
CHARACTER OF THE NEIGHBORHOOD. BOTH ADJACENT
OPEN BALCONY: 335 SF PROPERTIES TO THE NORTH AND SOUTH HAVE STRUCTURES
(NOT INCLUDED IN FAR BUILT TO THE REAR PROPERTY LINES AND THE HOMEOWNERS
AS THIS IS WHEN STANDING IN THEIR OPEN BACKYARD SEE THESE
NON-COVERED) NEIGHBORING STRUCTURES AT ALL TIMES. WHAT THEY ARE
REQUESTING TO BUILD ENHANCES THEIR PROPERTY BY LETTING
THEM ENJOY THEIR BACK YARD WITH HAVING TO VIEW
NEIGHBORING STRUCTURES.
OPEN TO BELOW. NOT
INCLUDED IN FAR AS CEILING IS
LESS THAN 17.5 FEET.
CODE - SECTION 58-65, (f), 1, h:
THE AREA WITHIN AN OPEN STREET FRONT PORCH AND ENTRY
OPEN BALCONY: 39 SF (NOT MAY BE EXCLUDED FROM THE "GROSS FLOOR AREA," SUBJECT TO
INCLUDED IN FAR AS THIS IS THE LIMITATIONS IN THIS PARAGRAPH. THIS EXCLUSION SHALL BE
NON-COVERED) LIMITED TO A MAXIMUM AREA OF 400 SQUARE FEET. THE AREA ON DATE ISSUED FOR
THE FIRST FLOOR WITHIN AN OPEN OR SCREENED REAR OR OPEN
SIDE PORCH, LANAI, PORTE COCHERE OR OTHER COVERED AREA
SHALL NOT BE INCLUDED WITHIN THE "GROSS FLOOR AREA." THIS
EXCLUSION SHALL BE LIMITED TO A MAXIMUM AREA OF 500
SQUARE FEET. ON THE SECOND FLOOR, REAR OR SIDE PORCHES
MUST HAVE EXTERIOR SIDES THAT ARE 75 PERCENT OPEN IN
ORDER TO UTILIZE UP TO 300 SQUARE FEET OF THE TOTAL
ALLOWABLE 500 SQUARE FEET OF THE EXCLUDABLE GROSS
FLOOR AREA. AN OPEN FRONT PORCH, ENTRY AREA OR PORTE
COCHERE UTILIZING THIS EXEMPTION SHALL ALSO COMPLY WITH
THE PROVISIONS IN SUBSECTION 58-65(F)(5)C.
STATEMENT:
COVERED FRONT AND REAR PORCHES ARE EXCLUDED FROM THE JOB NUMBER: 19-048
FAR UP TO A COMBINED 900 SF. OUR EXISTING COVERED REAR
PROJECT MANAGER: M. MONROE
PORCH IS 322 SF AND THE FRONT COVERED ENTRY IS 71 SF FOR A
BEDROOOM: 446 SF TOTAL OF 393 SF LEAVING A BALANCE OF 507 SF FOR ADDITIONAL DRAWN BY: J. KNOUS
(NOT INCLUDED IN FAR PORCH AREA. OUR PROPOSED POOL CABANA IS 433 SF. IF APPROVED BY: J. KNOUS
PER SECTION 58-65, (f), NECESSARY, WE WOULD REQUEST A VARIANCE TO ALLOW TO
3, b, 1) USE THE BALANCE OF 507 SF OF PORCH AREA IN ORDER TO
BUILD OUR 433 SF CABANA.
SHEET TITLE:
425 GENIUS DRIVE IS A NEIGHBORING PROPERTY THAT HAS 1,063
SF OF PATIO AREA PERMITTED WITH THE CITY OF WINTER PARK
AND LISTED WITH ORANGE COUNTY PROPERTY APPRAISERS.
PER PLANS PROVIDED, THEY HAVE APPLIED THE TOTAL 900 SF OF
PATIO EXCEPTION TO THEIR TOTAL 1,063 SF PATIO AREA IN
ORDER TO CONTRIBUTE ONLY 163 SF OF PATIO TO THEIR FAR.
THEY HAVE A SMALL COVERED ENTRY SIMILAR TO OUR PROJECT
WITH THE REMAINDER IN THE REAR YARD. WE WOULD REQUEST SHEET NUMBER: REV.
THIS SAME ALLOWANCE BE ALLOWED FOR OUR PROPERTY IF
NECESSARY. THERE ARE OTHER SIMILAR SITUATIONS IN
WINDSONG THAT COULD BE PROVIDED.ARCHITECT:
studio1+
AA26003729
EDWARD 'JOE' KNOUS, RA
2733 DONALDSON DRIVE
PRE-CAST ORLANDO, FL 32812
STONE CAP 407-590-0505
JOEKNOUS@STUDIOONEPLUS.COM
#5 BOND SEAL
BEAM
19'-5" #5 DOWELS
AT ALL ENDS,
1'-4" 8"
16'-9" CORNERS,
AND 4'-0" O.C.
2'-0" 5'-10"
8"
STUCCO 10" DEEP X 12"
2'-0"
FINISH TO WIDE FOOTING
1'-4"
1'-4"
NAME: EDWARD JOE KNOUS
MATCH WITH (2) #5
FL REG. NO.: AR97048
12" WIDE X 10" DEEP EXISTING REBAR, 3,000 PSI
HOUSE CONCRETE OVER BUILDER
STEM WALL.
GRILL
ALTERNATE: PROVIDE CLEAN
2'-0" DIA. X 5'-0" DEEP
A STEP DOWN FROM COMPACTED FILL
12'-0"
SONOTUBE FOUNDATION
THICKENED EDGE GRADE
10'-0"
2'-0" DIA. X 5'-0" DEEP 2'-2" FOUNDATION AT
SONOTUBE FOUNDATION. BATHROOM/STORAGE
14'-10"
AREA.
17'-6"
PROVIDE WATER LINE IN
TV
15'-6"
FOUNDATION AND
COLUMN UP TO ROOF
4" THICK, 3,000 PSI
SINK
FOR RAIN FEATURE
SLAB UNDER CABANA
ELEMENT. CONFIRM SIZE
KITCHEN AND ISLAND
WITH POOL VENDOR.
28'-10"
4'-10"
REF ICE
5'-6"
PROVIDE ALTERNATE
FOR 16" WIDE X 12"
DEEP THICKENED
1'-4"
EDGE FOUNDATION
3'-4 1/4"
AT
24"x24"x12" CONCRETE BATHROOM/STORAGE
FOOTER WITH (4) #5 EACH AREA THAT STEPS
WAY 2'-3"
DOWN AND TIES TO
STEM WALL.
10'-8"
9'-6"
24"x24"x12" CONCRETE 4" THICK, 3,000 PSI
FOOTER WITH (4) #5 EACH 5'-3 3/4" SLAB
4'-8"
WAY
7'-6 3/4"
8"
1'-2"
9'-5" 9'-4"
18'-9"
DATE ISSUED FOR
FOUNDATION NOTES UPLIFT CONNECTORS
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER OVER TERMITE TREATED SOIL. ALL JOINTS TO BE 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS, AND ANCHOR BOLTS ARE ONLY
LAPPED 6" AND SEALED. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR
2. W.W.F. 6 X 6 W1.4 X W1.4. OR FIBERMESH. LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE
3. 4" REINFORCED 3000 PSI CONCRETE FOR SLABS. WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. COORDINATE WITH THE TRUSS ENGINEER
MISSED DOWELS/ANCHORS
4. 6" REINFORCED 3000 PSI CONCRETE FOR STAIRS. AND PLANS FOR THE LOCATION OF THESE WALLS. JOB NUMBER: 19-048
5. REFER TO MANUFACTURER SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 1. MISSED J BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPOXY ANCHORS PROJECT MANAGER: M. MONROE
6. EXTERIOR PORCHES TO SLOPE AWAY FROM HOUSE AS INDICATED ON PLANS. WITH 7" EMBEDMENT. SIMPSON "SET" EPOXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S
7. EXTERIOR HOUSEKEEPING AC PAD TO SLOPE 1/2" PER FOOT AWAY FROM HOUSE. CAST IN PLACE REINFORCED CONCRETE RECOMMENDATION OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR DRAWN BY: J. KNOUS
8. ALL FILL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO 95% EMBEDMENT DEPTH AT FLOOR STEPS. APPROVED BY: J. KNOUS
OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRNGTH AT 28 DAYS OF 3,000 PSI. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIA. HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR
9. INDICATES FILLED CELL WITH 3,000 PSI CONC. FROM FOUNDATION TO BEAM WITH (1) #5 REBAR 2. HORIZONTAL FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH A 2'-0" AND INSTALL A 32" LONG #5 BAR INTO THE EPOXY FILLED HOLE. USE A TWO PART EMBEDMENT EPOXY
TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 6" EMBEDMENT WITH 25" EXTENSION ABOVE SLAB. LAP PROVIDED. (SIMPSON HIGH STRENGTH EPOXY TIE ANCHORING ADHESIVE) MIXED PER THE MANUFACTURER'S
FILLED CELLS TO BE PLACED AT EACH CORNER, END OF INDICATED BRG. WALLS, EACH SIDE OF ALL 3. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE SHEET TITLE:
OPENINGS, UNDER GIRDER TRUSSES (FLOOR AND ROOF), AND 48" O.C. MAX. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 / A185M-07. WWM SHALL BE LAPPED AT LEAST BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPOXY. ALL THE EPOXY TO CURE
10. CONTROL JOINTS ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6". POLYPROPYLENE FIBERS FOR SLABS ON TO THE MANUFACTURER'S SPECIFICATIONS.
REINFOR. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH GRADE TO BE MIN 1.5 LBS OF FIBER PER CUBIC YARD. 3. FOR MORTAR JOINTS INSTALLED THAT ARE LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL
OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL. 5. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING).
RUST, SCALE, AND OIL AND SHALL MEET ASTM A615 / A185M-04A. REINFORCING FOR FOOTING SHALL 4. INTERIOR BEARING WALL: (IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS) 5/8" DIA. X 6"
BE SUPPORTED ON PRE-CAST CONCRETE PADS, TOP REINFORCING SHALL BE POSITIVELY SUPPORTED EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RESISTING UPLIFT LOADS
BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS AND FILLED CELLS SHALL BE SECURED IN PLACE OR 3 1/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY LOADS.
BY USING ADDITIONAL CROSS-REINFORCING TIED TO FOOTING REINFORCING. 5. EXTERIOR BEARING WALL: (IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS) 5/8" DIA. X 6" SHEET NUMBER: REV.
6. IF TIE ANCHORS ARE USED, SIMPSON HIGH STRENGTH EPOXY TIE ANCHORING ADHESIVE SHALL BE EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C.
USED.ARCHITECT:
studio1+
AA26003729
EDWARD 'JOE' KNOUS, RA
2733 DONALDSON DRIVE
ORLANDO, FL 32812
407-590-0505
JOEKNOUS@STUDIOONEPLUS.COM
SEAL
NAME: EDWARD JOE KNOUS
FL REG. NO.: AR97048
5'-6"
BUILDER
FILL ALL CELLS AT ALL
COLUMNS, TYP.
FILLED CELL, TYP.
4'-0"
4'-0"
3'-4" 4'-8"
4'-0"
1'-4"
2'-8"
3'-4"
3'-4"
1'-4"
4'-8"
4'-0"
4'-0"
2'-8" 3'-4" 2'-8"
DATE ISSUED FOR
FOUNDATION NOTES
1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER OVER TERMITE TREATED SOIL. ALL JOINTS TO BE
LAPPED 6" AND SEALED.
2. W.W.F. 6 X 6 W1.4 X W1.4. OR FIBERMESH.
3. 4" REINFORCED 3000 PSI CONCRETE FOR SLABS.
MISSED DOWELS/ANCHORS
4. 6" REINFORCED 3000 PSI CONCRETE FOR STAIRS. JOB NUMBER: 19-048
5. REFER TO MANUFACTURER SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 1. MISSED J BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPOXY ANCHORS PROJECT MANAGER: M. MONROE
6. EXTERIOR PORCHES TO SLOPE AWAY FROM HOUSE AS INDICATED ON PLANS. WITH 7" EMBEDMENT. SIMPSON "SET" EPOXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S
7. EXTERIOR HOUSEKEEPING AC PAD TO SLOPE 1/2" PER FOOT AWAY FROM HOUSE. RECOMMENDATION OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR DRAWN BY: J. KNOUS
8. ALL FILL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO 95% EMBEDMENT DEPTH AT FLOOR STEPS. APPROVED BY: J. KNOUS
OF MAX. DRY DENSITY AS DETERMINED BY ASTM-1557 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIA. HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR
9. INDICATES FILLED CELL WITH 3,000 PSI CONC. FROM FOUNDATION TO BEAM WITH (1) #5 REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPOXY FILLED HOLE. USE A TWO PART EMBEDMENT EPOXY
TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 6" EMBEDMENT WITH 25" EXTENSION ABOVE SLAB. (SIMPSON HIGH STRENGTH EPOXY TIE ANCHORING ADHESIVE) MIXED PER THE MANUFACTURER'S
FILLED CELLS TO BE PLACED AT EACH CORNER, END OF INDICATED BRG. WALLS, EACH SIDE OF ALL INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE SHEET TITLE:
OPENINGS, UNDER GIRDER TRUSSES (FLOOR AND ROOF), AND 48" O.C. MAX. BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPOXY. ALL THE EPOXY TO CURE
10. CONTROL JOINTS ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER TO THE MANUFACTURER'S SPECIFICATIONS.
REINFOR. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH 3. FOR MORTAR JOINTS INSTALLED THAT ARE LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL
OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL. EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING).
4. INTERIOR BEARING WALL: (IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS) 5/8" DIA. X 6"
EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF RESISTING UPLIFT LOADS
OR 3 1/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY LOADS.
5. EXTERIOR BEARING WALL: (IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENTS) 5/8" DIA. X 6" SHEET NUMBER: REV.
EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C.WIND LOAD CRITERIA PLYWOOD SHEATHING NOTES CONNECTOR SCHEDULE
ULTIMATE WIND SPEED: 140 MPH ROOF: CONNECTOR UPLIFT ALLOWABLE LOADS FASTENERS NOTES
NOMINAL WIND SPEED: 108 MPH ZONE 1 (FIELD) 1. EXTERIOR FASTENING SCHEDULE: (LATERAL)
RISK CATEGORY: II 10 SF 19.4 -21.0 1.1. NAIL SIZE: 8d ARCHITECT:
WIND EXPOSURE: B 20 SF 18.8 -20.0 1.2. VERTICAL SPACING: 6" O.C. A23 - 715/565 (DF/SP) 10d X 1 1/2" studio1+
INT. PRESSURE COEFF. +/- 0.18 ENCLOSED 50 SF 18.1 -18.0 1.3. HORIZONTAL SPACING: 6" O.C. AA26003729
EDWARD 'JOE' KNOUS, RA
EXPOSURE ADJ. COEFF. 1.00 100 SF 17.6 -17.0 1.4. FIELD SPACING: 12" O.C. A33 - 800/330 (DF/SP) 10d 2733 DONALDSON DRIVE
ZONE 2 (EDGE) 2. EXTERIOR GABLE END FASTENING SCHEDULE: ORLANDO, FL 32812
ZONE WIDTHS ARE 4'-0" 10 SF 19.4 -24.0 2.1. NAIL SIZE: 8d ABU66Z 2,475 18,205 (DOWN) 0.162 X 3.5" 407-590-0505
20 SF 18.8 -23.0 2.2. VERTICAL SPACING: 4" O.C. JOEKNOUS@STUDIOONEPLUS.COM
OVERHANG: 50 SF 18.1 -22.0 2.3. HORIZONTAL SPACING: 4" O.C. H1 480 510/190 (DF/SP) 0.131 SEAL
ZONE 2 -73.3 100 SF 17.6 -21.0 2.4. FIELD SPACING: 8" O.C.
ZONE 3 -73.3 ZONE 3 (CORNER) 3. PROVIDE BLOCKING AT ALL SHEATHING EDGES H2.5A 565 110 (DF/SP) 0.131
10 SF 19.4 -24.0
GARAGE DOOR: 20 SF 18.8 -23.0 H3 400 210/170 (DF/SP) 0.131
9 FOOT WIDE 18.5 -20.9 50 SF 18.1 -22.0
16 FOOT WIDE 17.7 -19.7 100 SF 17.6 -21.0 GENERAL NOTES H6 1,230 - 0.131
WALL: WALL: 1. ALL HABITABLE ROOMS TO MEET THE MINIMUM LIGHT AND VENTILATION H8 780 90 (DF/SP) 0.148
ZONE 4 (FIELD) ZONE 5 (CORNER) REQUIREMENTS OF FLORIDA BUILDING CODE-RESIDENTIAL, SECTION R303.
2. ALL WALL DIMENSIONS ARE SHOWN FROM FACE OF STUD. STUDS SHALL BE 16" O.C. H10A 1,040 (DF/SP) 0.148 X 1 1/2"
10 SF 21.2 -22.0 10 SF 21.2 -28.0
20 SF 20.2 -22.0 20 SF 20.2 -26.0 3. EXTERIOR WALL INSULATION R-6.
4. VERIFY CABINET SIZES AND ROUGH OPENINGS WITH STUD LAYOUT. H10A-2 1,080 (DF/SP) 0.148 X 1 1/2" NAME: EDWARD JOE KNOUS
50 SF 19.0 -20.0 50 SF 19.0 -23.0
5. COORDINATE WITH OWNER LOCATION OF ALL INTERIOR FINISHES. FL REG. NO.: AR97048
100 SF 18.0 -19.0 100 SF 18.0 -22.0 H10S 910 660/215 (DF/SP) 0.131 X 1 1/2"
500 SF 15.8 -17.0 500 SF 15.8 -17.0 6. CEILING HEIGHT 11'-4" U.N.O. BUILDER
HETA -20 1,810 - (9) #10
HD3B 1,895 1,610 (SPF/HF) 5/8" 1 1/2" WOOD MEMBER THICKNESS
2,525 2,145 (SPF/HF) 5/8" 2 1/2" WOOD MEMBER THICKNESS
3,130 3,050 (SPF/HF) 5/8" 3" WOOD MEMBER THICKNESS
3,130 3,050 (SPF/HF) 5/8" 3 1/2" WOOD MEMBER THICKNESS
HGA10 605 500/720 (DF/SP) 1/4" X 1.5" SDS
HGA10KT 650 1,165/940 (DF/SP) 1/4" X 1.5" SDS
HGUS26-2 1,725 - SD10212 SD SCREWS
HGUS28-3 3,235 - 0.162 X 3.5"
PRECAST LINTEL SCHEDULE HTS16 1,260 - 10d
MARK SIZE REBAR IN REBAR IN MASONRY CONFIGURATION HTS20 1,450 - 10d
LINTEL KO OPENING
HTT4 - 3,000 (DF/SP) 10d X 1 1/2" 1 1/2" X 5 1/2" WOOD MEMBER SIZE
L-1 8"x16" (2) #5 (2) #5 17'-8" FILLED PRECAST AND PRESTRESSED
W/ FILLED KO ABOVE HUC212-2 1,135 1,805 (DF/SP) 10d
L-2 8"x16" (2) #5 #5 14'-0" FILLED PRECAST W/ FILLED KO ABOVE HUS26 1,320 (DF/SP) 0.162 X 3 1/2"
L-3 8"x16" #5 #5 9'-0" FILLED PRECAST W/ FILLED KO ABOVE LTS12 660 (DF/SP) 0.148" X 3"
L-4 8"x16" #5 #5 2'-8" FILLED PRECAST W/ FILLED KO ABOVE LTS16 660 (DF/SP) 0.148" X 3"
NOTE: LINTEL SCHEDULE IS BASED ON WINDOW OPENING. CONTRACTOR SHALL FIELD VERIFY BLOCK LUS24 435 (DF/SP) 0.148" X 3"
COURSING AS LINTEL SIZE MAY BE REQUIRED TO BE LONGER FOR BLOCK COURSING.
MPB66Z 5,815 3,545 1/4"x2.5" ROTATIONAL STIFFNESS: 2,405,00
MBHA 3.56/16 3,475 5,330 (DF) 10d X 1 1/2"
MSTA24 1,640 1,455 (SPF/HF) 10d
MSTA36 2,050 2,050 (SPF/HF) 10d
MSTAM36 1,870 - 10d
MTS12 1,000 - 10d X 1 1/2"
MTS18 1,000 - 10d X 1 1/2"
SP1 585 535 (SPF/HF) 10d
SP2 1,065 605 (SPF/HF) 10d
DATE ISSUED FOR
SP4 825 - #10
SP8 930 - #10
SS1.5 - 500 (COMPRESSION) 10d X 1 1/2"
SS3 - 665 (COMPRESSION) 10d
PSC - - - SIZE BASED ON PLYWOOD
NOTE:
1. CONTRACTOR SHALL REFER TO TRUSS PACKAGE FOR ENGINEERED UPLIFT VALUES. SIMPSON
DEVICE SHALL MEET THE MINIMUM UPLIFT VALUE IDENTIFIED ON THE TRUSS PACKAGE. LARGEST
UPLIFT VALUE IS 1,977 ON TRUSS #24, SIMPSON MSTA36 STRAP.
JOB NUMBER: 19-048
PROJECT MANAGER: M. MONROE
DRAWN BY: J. KNOUS
APPROVED BY: J. KNOUS
SHEET TITLE:
SHEET NUMBER: REV.ARCHITECT:
studio1+
AA26003729
EDWARD 'JOE' KNOUS, RA
2733 DONALDSON DRIVE
ORLANDO, FL 32812
407-590-0505
JOEKNOUS@STUDIOONEPLUS.COM
SEAL
STUCCO FINISH ARCH,
TYP. TO MATCH FINISH OF
ADJACENT PORCH 19'-5"
1'-4" 8"
16'-9"
8"
L-1
1'-4"
1'-4"
NAME: EDWARD JOE KNOUS
FL REG. NO.: AR97048
16"x16" CMU COLUMN CMU BLOCK WALL BUILDER
WITH TILE FINISH TO WITH STUCCO FINISH
GRILL
MATCH EXISTING TO MATCH ADJACENT
ADJACENT PORCH, TYP. PORCH
COUNTER HEIGHT
14'-10"
BAR SEATING.
17'-6"
TV
15'-6"
15'-6"
L-2 PROVIDE ALTERNATE
FOR SINK LOCATION
AT ISLAND.
SINK
EL. 11'-4"
ROOF LINE ABOVE CEILING UNDER COUNTER
REF. AND ICE MAKER
28'-10"
REF ICE
L-3
2X2 ROUGH SAWN CEDAR L-4
1'-4"
12" O.C.
2'-0"
2880
10'-8"
ROUGH CEDAR PERGOLA
SYSTEM BY PERGOLA L-4
2'-8"
VENDOR. CONNECT 2X6 60" SH
TEMPERED
OR LARGER MEMBERS
1'-4"
9'-6"
WITH 3/8" DIA. BLACK
FINISH THROUGH BOLTS,
NUTS, AND WASHER.
4'-8"
10X10 ROUGH CEDAR L-4
PERGOLA COLUMN
8"
1'-2"
SECURED TO
FOUNDATION WITH
2880
SIMPSON ABU1010Z
9'-5" 9'-4"
2X8 ROUGH SAWN CEDAR
BEAM 18'-9"
2X6 ROUGH SAWN CEDAR
JOISTS 18" O.C.
DATE ISSUED FOR
PHOTO PROVIDED FOR
REFERENCE. DESIGN INTENT
FOR CABANA IS TO MATCH
EXISTING PORCH MATERIALS.
JOB NUMBER: 19-048
PROJECT MANAGER: M. MONROE
DRAWN BY: J. KNOUS
APPROVED BY: J. KNOUS
SHEET TITLE:
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