450 E Sailfish Dr ACC23-0023 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP:
WINKLER PETER A 450 SAILFISH DR E ATLANTIC BEACH FL 32233-4133
COMPANY:ADDRESS:CITY:STATE:ZIP:
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
171398 0000 ROYAL PALMS UNIT
02A3.00
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
450 E SAILFISH DR ACCESSORY SINGLE OR TWO
FAMILY ACCESSORY
Construct 10'x10' Storage
Shed $3000.00
LIST OF CONDITIONS
Roll off container company must be on City approved list . Container cannot be placed on City right-of-way.
1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL
Notes:
Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247-
5814) to request an Erosion and Sediment Control Inspection prior to start of construction.
2 PUBLIC WORKS DUMPSTERS/ROLL-OFF CONTAINERS INFORMATIONAL
Notes:
Dumpsters and roll-off containers must be used in compliance with Section 16-8 and must comply with all standards, per City code.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property
that may be found in the public records of this county, and there may be additional permits required from other
governmental entities such as water management districts, state agencies, or federal agencies.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT
IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION.
ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING
CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES .
ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY.
1 of 2Issued Date: 9/12/2023
PERMIT NUMBER
ACC23-0023
ISSUED: 9/12/2023
EXPIRES: 3/10/2024
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BUILDING PERMIT 455-0000-322-1000 0 $70.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00
PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $234.00
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL
Notes:
Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-
way for construction parking.
5 PUBLIC WORKS GRASS INFORMATIONAL
Notes:
Full site to be grassed.
6 PUBLIC WORKS REVISION INFORMATIONAL
Notes:
Any plan change must be submitted as a Revision to the Building Department.
7 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL
Notes:
All construction debris must be removed from job site by Owner.
8 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Owner.
2 of 2Issued Date: 9/12/2023
PERMIT NUMBER
ACC23-0023
ISSUED: 9/12/2023
EXPIRES: 3/10/2024
ACCESSORY PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
ACCESSORY STRUCTURE PERMIT APPLICATION CHECKLIST
(Shed – Pergola – Covered Patio – Summer Kitchen – Etc.)
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us Website: http://coab.us
* Click here for Permit Submittal Instructions
REQUIRED PERMIT APPLICATIONS
□ Building Permit Application (check “new” in the class of work)
□ Construction Site Management Checklist
□ Impervious Surface Calculation Formula (if applicable)
MINIMUM PLAN SUBMITTAL REQUIREMENTS
□ Job value must be listed on permit application
□ One (1) digital Survey or Site Plan showing the location of work and setback dimensions to all property lines
□ One (1) digital copy of NOA’s or State of Florida Product Approval
□ One (1) digital set of Drawings (signed and sealed by a Florida Licensed Architect/Engineer) PRE-FAB STRUCTURE
□ One (1) digital set of Plans (signed and sealed by a Florida Licensed Architect/Engineer) SITE-BUILT STRUCTURE
PERMIT REVIEW STOPS (Your application will be reviewed by the following departments)
□ Building Department
□ Planning and Zoning
□ Public Works
OTHER REQUIREMENTS AND INFORMATION (where applicable)
□ Electrical Permit Application (if applicable)
□ Mechanical Permit Application (if applicable)
□ Contractor Registration Requirements (if the Contractor is not registered with the City of AB)
□ Owner/Builder Affidavit (if Owner/Builder AND Homestead Exempt)
□ Notice of Commencement (if job value over $2,500 required before 1st inspection)
WHAT TO EXPECT
□ You will be contacted if you are missing any documents (approximately 10 days after submission)
□ Resubmission of documents can be made by emailing Building-Dept@coab.us
□ Resubmission of documents shall include a Revision Request/Correction to Comments Sheet
□ Permits will be issued approx. 7-10 business days after all correct documents have been received and approved
□ Permit will not be issued until all departments have approved it and payment has been made
□ Schedule your inspections by calling 904-247-5814 before 4:00 p.m. for a next day inspection
Please note that this checklist is not intended to be all-inclusive
Due to changes in codes, regulations, and ordinances, other requirements may apply.
City of Palm Coast building department shed plans attached
Not applicable since project area <250 sf.
Building Permit Application
ACC23-0023
Construction Site Management Checklist
CONSTRUCTION SITE MANAGEMENT CHECKLIST
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us Website: http://coab.us
A construction site management plan conforming to the City of Atlantic Beach Code of
Ordinances Sec. 6-18 must be included with every permit. An approved Construction
Site Management Plan must be posted on the job site and available for review.
The Construction Site Management Plan must include the following information:
1. Parking plan showing how the site will be accessed and all onsite and abutting
street parking areas.
2. Location of construction trailers, loading/unloading area, and material storage
area.
3. Location of chemical toilet area: Chemical toilets must be kept out of the City
right-of-way and not further than 15 feet from structure and the door shall face
the structure that is under construction.
4. Dumpsters are to have tarp covers or rigid covers on windy days. Dumpsters
must be removed prior to issuance of Certificate of Occupancy or Certificate of
Completion.
5. Traffic control plan showing access with dimensions, area to be stabilized,
narrative on phasing of construction with adequate parking and delivery of
materials.
6. Site cleanliness: Contractor must have the entire construction site cleaned by
Friday of each week. This means removal of scrap lumber, concrete remnants,
and other such construction debris including cans, metal, plastic, and paper.
7. Erosion and Sediment Control: Contractor must maintain all elements of the
approved Erosion & Sediment Control Plan (silt fence, catch basin filters, etc.)
until sod or other stabilization has been placed and approved by Public Works.
8. Other activities, where special conditions are identified by the Building Official.
Failure to comply with the Construction Site Management Ordinance may
result in a Stop Work Order being issued in accordance with City of Atlantic
Beach Code of Ordinances Sec. 6-17 (b)(3).
Revised 03.30.2023
Proposed 10'x10'
shed construction
site
CONSTRUCTION SITE MANAGEMENT PLAN
Parking Area/Loading and
Unloading Area
Access site on
south side of
house.
Notes:
1) Chemical toilet requirement not applicable. Toilet facilities in house will be utilized.
2) There will be no construction trailer.
3) Construction dumpster will not be used. Minimal construction waste anticipated. Gener-
ated waste will be disposed with general household waste.
4) Traffic control plan requirement not applicable.
5) Erosion and sediment control measures not anticipated since construction site 100 sf.
Temporary
storage area
for construction
materials
Site Plan
16.25 ft16.22 ft
6.25 ft16.75 ft +/-16.25 ft +/-6 ft +/-Proposed 10'x10'
shed
SITE PLAN
Product Approval Information
Page 1 of 4 Updated 06/21/21
PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED)
*Project Address: _________________________________________________________________________ Permit #: ___________________________
*Owner/Project Name: _______________________________________________________________________________________________________
As required by Florida Statute 553.842 and Florida Administrative Code Rule 61G20-3, please provide the information and product approval number(s)
for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact
your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide
product approval may be obtained at: www.floridabuilding.org.
Category/Subcategory Manufacturer Product Description Limitation of Use State # Local #
A. EXTERIOR DOORS
1. Swinging
2. Sliding
3. Sectional
4. Garage Roll-Up
5. Automatic
6. Other
B. WINDOWS
1. Single hung
2. Horizontal slider
3. Casement
4. Double hung
5. Fixed
6. Awning
7. Pass-through
8. Projected
9. Mullion
10. Wind breaker
11. Dual action
12. Other
450 Sailfish Drive East
Peter Winkler; 10'x10' storage shed construction project
Masonite Steel exterior door 22513.6
Apple Fasteners, Inc.14"x21" shed window 21990.1
Page 2 of 4 Updated 06/21/21
Category/Subcategory Manufacturer Product Description Limitation of Use State # Local #
C. PANEL WALL
1. Siding
2. Soffits
3. EIFS
4. Storefronts
5. Curtain walls
6. Wall louvers
7. Glass block
8. Membrane
9. Greenhouse
10. Synthetic stucco
11. Other
D. ROOFING PRODUCTS
1. Asphalt shingles
2. Underlayments
3. Roofing fasteners
4. Nonstructural metal
roof
5. Built-up roofing
6. Modified bitumen
7. Single ply roofing
8. Roofing tiles
9. Roofing insulation
10. Waterproofing
11. Wood shingles/shakes
12. Roofing slate
13. Liquid applied roofing
14. Cement-adhesive
coats
15. Roof tile adhesive
16. Spray applied
polyurethane roof
17. Other
GAF / Owens Corning 3 tab asphalt shingles 10124.1 / 10674.1
Tamko ASTM D226 Type I Asphalt felt 12328.5
Page 3 of 4 Updated 06/21/21
Category/Subcategory Manufacturer Product Description Limitation of Use State # Local #
E. SHUTTERS
1. Accordion
2. Bahama
3. Storm panels
4. Colonial
5. Roll-up
6. Equipment
7. Other
F. STRUCTURAL
COMPONENTS
1. Wood
connector/anchor
2. Truss plates
3. Engineered lumber
4. Railing
5. Coolers-freezers
6. Concrete admixtures
7. Material
8. Insulation forms
9. Plastics
10. Deck-roof
11. Wall
12. Sheds
13. Other
G. SKYLIGHTS
1. Skylight
2. Other
H. NEW EXTERIOR
ENVELOPE PRODUCTS
1.
2.
Simpson Strong Tie, Inc.H3, H6, RSP4 straps 10456.7
City of Palm Coast Building Department Approved Shed Plans & associated email correspondence
bic_board@yahoo.../Inbox
Aug 2 at 9:05 AM
RE: City of Palm Coast Shed plans
Jones, Mike <mjones@coab.us>
To: Pete Winkler <bic_board@yahoo.com>
Just sent the pdf to the Building Official, asking for his reply.
Thanks,
Mike Jones
Building Inspector/Plans Examiner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
(904) 247-5844
Email:mjones@coab.us
-----Original Message-----
From: Pete Winkler [mailto:bic_board@yahoo.com]
Sent: Tuesday, August 1, 2023 4:09 PM
To: Jones, Mike <mjones@coab.us>
Subject: City of Palm Coast Shed plans
Hello Mike,
As we discussed earlier, I am interested in building a small storage shed (8'x12') in the backyard at my house (450 Sailfish Drive East) using the "skid" option instead of a
concrete foundation.
I found the attached shed plans (published by the City of Palm Coast) on the internet at this link: https://docs.palmcoastgov.com/departments/building/standard plans for
storage building or shed.pdf
I plan to file for a building permit and would like to know if the attached shed plans are acceptable structural plans for the shed. If not, please advise me on the correct
course of action.
Please reply at your convenience. Thank you for your time.
Pete Winkler
Want to receive City of Atlantic Beach news by email? Just say so in an email to info@coab.us. Follow the City of Atlantic Beach on Facebook at
www.facebook.com/cityofatlanticbeach. Florida has a very broad public records law. Most written communications to or from state and local officials and agencies
regarding state or local business are public records available to the public and media upon request. Your email communications, including your email address, may
therefore be subject to public disclosure.
RE: City of Palm Coast Shed plans - Yahoo Mail https://mail.yahoo.com/b/folders/1/messages/AO0ZFbllNG96ZMpUjwo...
1 of 1 8/22/2023 10:13 AM
bic_board@yahoo.../Inbox
Aug 4 at 11:19 AM
shed plans
Jones, Mike <mjones@coab.us>
To: bic_board@yahoo.com <bic_board@yahoo.com>
Cc: Askew, Amanda <aaskew@coab.us>,Gindlesperger,Toni <tgin@coab.us>,
Angers, Vanessa <vangers@coab.us>
Good Morning. We will accept those drawings from Palm Valley Building Department based on the square footage they prescribed.
Thanks,
Mike Jones
Building Inspector/Plans Examiner
City of Atlantic Beach
800 Seminole Road
Atlantic Beach, FL 32233
(904) 247-5844
Email:mjones@coab.us
Want to receive City of Atlantic Beach news by email? Just say so in an email to info@coab.us. Follow the City of Atlantic Beach on Facebook at
www.facebook.com/cityofatlanticbeach. Florida has a very broad public records law. Most written communications to or from state and local officials and agencies
regarding state or local business are public records available to the public and media upon request. Your email communications, including your email address, may
therefore be subject to public disclosure.
shed plans - Yahoo Mail https://mail.yahoo.com/b/folders/1/messages/AOQzCJ9Qk5P1ZM0XGw...
1 of 1 8/22/2023 10:12 AM
STANDARD PLANS
for
RESIDENTIAL STORAGE BUILDINGS
or
SHEDS
The City of Palm Coast Building Department is pleased to announce a program for home owners who wish to build their own storage building or shed. The Department's Plan Review staff as developed a typical design which can be
used to construct a wood framed building with a maximum width and length of
10 feet and a maximum height, at the roof peak, of 12 feet. The plan provides
options for placing the building on a concrete slab or an anchored wood floor
system, placing door(s) and/or window(s) in the walls and allowing you to
choose the finish material to be applied over the exterior structural sheathing.
DEVIATIONS FROM THIS PLAN ARE NOT ALLOWED
The plan is simple, easy to read and provides many details and notes to guide a
person with basic knowledge of construction through the project.
Revised 2/20
BUILD -A -SHED
Standard Details for Wood Framed Sheds
Index to Drawings
Description
Cover Sheet
General Notes
Foundation Plan (Option 1)
Wall Section
Enlarged Details
Floor Framing Plan (Option 2)
Cable Tie Down Details
Floor Framing
Wall Framing
Framing at Door Opening
Framing at Window Opening -Sidewall
Framing at Window Opening -Endwall
Connector Details
Ridge Beam and Collar Beam Details
Roof Framing Plan
Nailing Pattern
I Wood Framed Sheds I Cover Sheet
Drawing No.
C-1
G-1
A-1
A-2
A-3
AA
A-5
A-6
A-7
A-8
A-9
A-10
A-11
A-12
A-13
A-14
I Dwg. Number:C-1
City of Palm Coast
160 Lake Ave Suite # 137
Palm Coast, Fl 32164
386-986-3780
Revised 2/20
General Notes
1.Prescriptive design parameters are according to the 2017 Florida Building Code
Section 1609.1 Exception No. 2 and the American Wood Council Wood Frame
Construction Manual 2015 edition.
2.Wall sheathing shall be exterior grade wood structural panel with a minimum
thickness of½ inch if installed horizontally with long dimension on vertical
studs or a minimum thickness of 19/32 inch if installed vertically on studs.
3.Exterior wall vapor barrier, siding or finish is optional.
4.Wall studs spacing shall not exceed 24" on center.
5.Window openings are optional, locations are at the center of the wall. Width of
window opening shall not exceed 4 ft.
6.Header lumber for window and door openings up to 4 ft wide shall be made of
2-2"x 4".
7.Jack studs to support headers on window and door openings up to 4ft wide shall
be made of 1-2" x 4" located at each end of the header.
8.Roof rafter spacing shall not exceed 24" on center.
9.Collar ties (collar beams) of nominal 2"x 4" lumber shall be located in the upper
third of the attic space and attached to rafters with a minimum of 2-1 0d common
nails at each end.
10.Roof sheathing shall be a minimum of7/16" thick of wood structural panel and
shall be installed with the long dimension across the rafter supports. Edges of all
7 /16 inch roof structural panel supported at 24" on center, shall be supported
with blocking or edge clips.
11.Roof structural panel shall be attached to supports with Sd common nails or 1 0d
box nails and spacing shall not exceed 6" on center.
12.Roofing material, windows and doors shall have a Florida product approval and
shall be installed according to manufacturer's specifications.
I Wood Framed Sheds I General Notes I Dwg. Number:G-1 I
1 ENTER D!MENS!ON (10'·0" MAXIMUM) 1
01'/TER ElEVA11ON TYPE, FRONT, RIGITT, REAR OR LEFT
ENTER DIMENSION (10'·0" MAXIMUM}
@ER ELEVATION TYPE: FRDNT, RIGHT, REAR OR LEFT
SHED ELEVATIONS
INSTRUCTIONS:
12'-0" maximum
_!, _____ � 1 ENTER DIMENSION (10"·0" MAXIMUM) 1
NTER ELEVATION TYPE: FRONT, RIGHT, REAR OR LEFT
NTER. ELEVATION TYPE: FRONT, RlGl-ff, REAR OR LEFT
STEP 1: IDENTIFY ELEVATION TYPE FOR EACH ELEVATION (FRONT, RIGHT, REAR AND LEFT)
STEP 2: SKETCH WINDCW AND DOOR OPENINGS ON EACH ELEVATIONS. DENOTE SIZE Of EACH.
STEP 3: IDENTIFY WALL COVERING MATERIAL(S) TO BE USED (vinyl siding, hardiboard, stucco, etc.) ________ _
STEP 4: IDENTIFY ROOF MATERIAL COVERING TO BE USED (ashpahlt shingles, metal panels) __________ _
STEP 5: IDENTIFY COtORS OF WALL MATERIAL, TRIM, DOORS, WINDOWS AND ROOF ON COLOR AND MATERIAL SHEET.
Left (South face)Front (East face)
Rear (West face)Right (North face)
10'-0"10'-0"
10'-0"10'-0"
5/8" T111 plywood (back and
sides), 1/2" exterior plywood front
with Hardiboard plank siding.
3 tab asphalt shingles
14"x21"
window
14"x21"
window
36" x 80"
steel exterior
outswing
door
,c---2X4 BOTTOM
PLATE 1/2" MIN
ANCHOR BOLTS
@ 30" 0/C • • •
• ' ill I
• 2
I
0 � • • II
• L _______________ J .1-,.-____,,__ t') I •
6" Max. From Opening
L=10'-0" MAX.
THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS FOR 120 MPH OF THE PRESCRIPTIVE DESIGN PARAMETERS ACCORDING TO THE 2017 FLORIDA BUILDING CODE SECTION 1609.1 EXCEPTION NO.2 AND THE AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.
OPTION 1
•
6" Max. From Opening
1'-3'
DETJ.L NIJMBER:
SPEC. NUMBER: SLAB ON GRADE = 1---'-=----'--='-------"----'----=----"'-----r 3/8" -.1 • -o"
OATE: RE'ASION OATE:
A-1
WOOD RAMED SHEDS FOUNDATION PLAN 12/14/04 3/15/05
DRAWN BY: APPROVED BY:
ANGEL
Not used
1,---�---APPROVEO-ROOF!NG
MATERIAL :�rt��¾�lit�1
!:AT�U§S;
;(J\Ji!t�¾fofo �ci�.tbi:!.1�hitas)
ELEV;,8,';0'.':"riiir:i�
•2-XA sorroM•PlATE Wiift:•-X,8" "KNCH.difBOLtS-.@:30". Oc,.
�-----�•ANCHORS
----4':CONC,SLAB:Wf
6X6. W1�4XW1.4W,W:F.
---.T-ERMITE-TREATED
,$0ll
I 4" • T9PQfSLAB
STANDARD DETAIL
STANDARD DETAIL WOOD FRAMED 1;4•.,,·�ct SH_E_D_s_--------'-----------..J... ... _-_,,---·=··--,,.,_""""'_'""' _ __,----W,ALL SECTION --1211410-t ------.3/15/os
ANGEL
THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS FOR 120 MPH OF THE PRESCRIPTIVE DESIGN PARAMETERS ACCORDING TO THE 2017 FLORIDA BUILDING CODE SECTION 1609.1 EXCEPTION NO.2 AND THE AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.
'APPROVEO"ROOF!NG--------� MATERIAL
SlMP:S.◊N:H;%_¢R'H,1 H_uk�1P��-s cu�·i�/(I_R_tj'$S;: _ {N_a,IIS itjtq Q1)t11'fop:_p·1a�S).
i.�;(6'1 P,T FA�GIA,--�.i-,......21.,c2'-••U
1-2
WALL TO ROOF DETAIL
_,.,------tx;;4)>r_ijQTfS)r11r PLATE i'{ff!$AL· .. C:ON·N _et;Jci.� _R$P� , , . . -S :r.!Jrtt.{;>:$1NG(E l;!,bt"TO�,(PLA'rE \N/f:Xe"-ANCHO� BOlr-s·:_@'c30"iOCc
.THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD
PROVISIONS FOR 120 MPH
OF THE PRESCRIPTIVE DESIGN PARAMETERS ACCORDING TO
THE 2017 FLORIDA BUILDING CODE SECTION 1609.1
EXCEPTION NO.2 AND THE AMERICAN WOOD COUNCIL
WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.
woo.p FRAMED SHECJS
.·: . :1��i-� �� �· $ .✓, .. ,,, "" -,_ ,/('··--..
• •' �c.d�.
-!,�:✓:r-��t ... : ; ::: ;�[L:fVAP0It·�RJ{l.E.�
.FOUNDATION DETAIL
.SPLICE DETAIL FOR #5 BAR . SCALE= ·3/4''=1':(J,
OEIM... � STANDARD DETAILS
E.NLARGED DETAIL �/15/05
5/8" WOOD STRUCTURAL PANEL ON FLOOR---NAILED TO FLOOR JOIST AND BLOCKING WITH 8d COMMON NAILS
2"X4" TYPICAL BLOCKING UN DERN EA TH
PLYWOOD JOINTS NAILED TO
FLOOR JOIST WITH 2-16d COMMON NAILS 24"
(f)
'
(f)
(f) 2
0 (f) �
II '
3,:: (f) �
I I I I
I I I II I I I
I I I I
24"
--��-------------H---� 1 I I I i---2"X6" BAND JOIST
l===i=f+':=::::::;;:=====i=ili=ill===l N Al LED TO FLOORN�
2"X6" FLOOR JOISTS L= 10'-0" MAX
THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS FOR 120 MPH
OF THE PRESCRIPTIVE DESIGN PARAMETERS ACCORDING TO THE 2017 FLORIDA BUILDING CODE
SECTION 1609.1 EXCEPTION NO.2 AND THE AMERICAN WOOD COUNCIL
WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.
OPTION 2
WITH 3- 16d COMMON NAILS.
DETAIL NUM8£R:
SPEC. NUMBER: WOOD FRAMED SH DS <---------------! 3/8"-1'-0" FLOOR FRAMING PLAN OATS
'''"""'"''
12/14/04 3/15/05
DRAWN BY: APPROVED BY:
ANGEL
4'-8"4'-8"
Request to add extra skid and
space as shown.
3 skids at 4'-8"
O.C. (typical)
12" (w) x 12" (d) x 10'-0"
gravel trench under each
skid. Gravel trench lined
with filter fabric to control
weeds.
Request to add
extra skid at
spacing shown and
gravel bed below
each skid.
2" X 4" TYPICAL VERTICAL STUDS @16"0.C.
2" X 6" BAND JOIST -�--
SECURED TO FLOOR JOISTS
WITH 3-16d COMMON NAILS
2" X 4" BOTTOM PLATE---�
NAILED TO FLOOR JOISTS WITH
TO 2-16d COMMON NAILS
16 FASTENERS 8d COMMON NAILS
(H6) STUD TO BAND JOIST
SCALE= N.T.S.
1· 2" X 4" VERTICAL STUD
12"0.C.
�-�----2" X 6" TYPICAL FLOOR JOISTS
16"0.C.
H6 SIMPSON -------------,--�-::-"-IJ
TYPICAL CONNECTOR
THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS FOR 120
MPH OF THE PRESCRIPTIVE DESIGN PARAMETERS ACCORDING TO THE 2017
FLORIDA BUILDING CODE SECTION 1609.1 EXCEPTION NO.2 AND THE
AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION MANUAL 2015
EDITION.
STANDARD OETA!L NUMBER:
D E T A I L SPCC. """'"'
A-6
b==�, --------'"'-"""-! w'OOD FRAMED SHEDS f------------------1 FLOOR FRAMING DAT£: REVISION OATE: 12/14/04 3/15/05
DRAWN fr(; APf'ROVEO m'l ANGEL
FULL HEIGHT
STUD
TYPICAL RSP4"-s::-----------'"'ii�("'--
STUD TO SINGLE
BOTTOM PLATE
THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS
FOR 120 MPH OF THE PRESCRIPTIVE DESIGN PARAMETERS
ACCORDING TO THE 2017 FLORIDA BUILDING CODE SECTION 1609.1
EXCEPTION NO.2 AND THE AMERICAN WOOD COUNCIL WOOD
FRAME CONSTRUCTION MANUAL 2015 EDITION.
DOUBLE TOP
PLATE
'----=P!CAL RSP4 CONNECTOR STUD TO
DOUBLE TOP PLATE
DETAIL NUM6ER1 A-7STANDARD w □□D SHEDS FRAMED
w'ALL FRAMING 12/14/04
ORAWN En': APPROVED En': ANGEL
3/15/05
FULL HEIGHT
STUD
THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS
FOR 120 MPH OF THE PRESCRIPTIVE DESIGN PARAMETERS
ACCORDING TO THE 2017 FLORIDA BUILDING CODE SECTION 1609.1
EXCEPTION NO.2 AND THE AMERICAN WOOD COUNCIL WOOD
FRAME CONSTRUCTION MANUAL 2015 EDITION.
l,ce-•
2-2"X4"
(OPENING 4'-0" MAX
STANDARD
DOUBLE TOP
PLATE
(2) TYPICAL RSP4 STUD TO
DOUBLE TOP PLATE
DETAIL NUMBER:
D E T A I L "" """"'"A 8 w □□D FRAMED SHEDS
b------..$l""4
e-------------------""'-''
FRAMING AT DOOR OPENING k.,�m-,----�""'=si,�,�M�m;,------l 12/14/04 3/15/05
DRAWN BY: APPROVED BY: ANGEL
FULL HEIGHT
STUD
DOUBLE HEADER
2 2"X4" (OPENING 4'·0" MAX.)
�------DOUBLE TOP
PLATE
'--------(2) TYPICAL RSP4 STUD TO
DOUBLE TOP PLATE
(1) TYPICAL RSP4 ....:::'-ss:-------...:i:K
STUD TO SINGLE
BOTTOM PLATE
THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS FOR
120 MPH OF THE PRESCRIPTIVE DESIGN PARAMETERS ACCORDING TO
THE 2017 FLORIDA BUILDING CODE SECTION 1609.1 EXCEPTION NO.2
AND THE AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION
MANUAL 2015 EDITION.
STANDARD D E T A I L SPEC. "°'""' A-9w□□D FRAMED SHEDS b==,-------='1t:1.J 1--------------------, 3/8'=1'-0'
FRAMING AT \./INDO\./ OPENING SIDE\./ALL
DATE: RE'ASION OATE: 12/14/04 3/15/05
OMWN BYl APPRovt:O 8'1': ANGEL
FULL HEIGHT
STUD
TYPICAL RSP4
STUD TO SINGLE
BOTTOM PLATE
THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS
FOR 120 MPH OF THE PRESCRIPTIVE DESIGN PARAMETERS
ACCORDING TO THE 2017 FLORIDA BUILDING CODE SECTION 1609.1
EXCEPTION NO.2 AND THE AMERICAN WOOD COUNCIL WOOD
FRAME CONSTRUCTION MANUAL 2015 EDITION.
DOUBLE HEADER
2-2"X4" (OPENING 4'-0" MAX,)
DOUBLE TOP
PLATE
USP BP SERIES WASHER
OETAll NU�!lffl: A-10w□□D FRAMED SHEDS
STANDARD DETAIL s,ec. ,o,SER,
I------------------IL_,-,-3-1_s_•-=1-'--o-.-------"S>MJ"-1'OA-no~.----�, .. =sioo=OA�n:�,------j FRAMING AT \./INDO\./ OPENING END\./ALL 12/14/04 3/15/05
CRAWN BY: APPROVED BY:
ANGEL
Simpson Strong-Tie H1 10 FASTENERS 8d COMMON
(H1) ROOF DETAIL
N.T.S.
00
00
NAILS
r--....-1� �0 0 t-·---../4�
0
Stud to Bottom Plate Simpson Strong-Tie RSP4 8 FASTENERS 8d COMMON NAILS
(1)TYPICAL RSP4
STUD SINGLE BOTTOM PLATE
N.T.S.
THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD
PROVISIONS FOR 120 MPH OF THE PRESCRIPTIVE DESIGN
PARAMETERS ACCORDING TO THE 2017 FLORIDA BUILDING CODE
SECTION 1609.1 EXCEPTION NO.2 AND THE AMERICAN WOOD
COUNCIL WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.
RAFTERS NOTCHED AT
Simpson Strong-Tie H3
8 FASTENERS 8d COMMON NAILS
TOP PLATE (BIRD MOUTH CUT) (H3) ROOF DETAIL
N.T.S.
f-------JO
oo
oo
Stud to Double Top Plates ·Simpson Strong-Tie RSP4
N.T.S.
8 FASTENERS 8d COMMON NAILS
(2)TYPICAL RSP4
STUD TO DOUBLE TOP PLATE
N.T.S.
OUAJL NUMBl:'.R:
STANDARD DETAIL SPEC, NUM8ER:
A-11
WOOD FRAMED SHEDS f-----------------------,=· N.T.S.
CONNECTOR DETAILS DATE: fID/ISION DATE: 12/14/04 3/15/05
DRAWN 8Y: N>PROVEO 8Y:
ANGEL
2"X4" RAFTER
2-2"X8" NAILED TOGETHER USING
2-16d COMMON NAILS EVERY 12"
TYPICAL H3 CONNECTOR
INAL SIZES)
RIDGE BEAM
OLLAR TIE (COLLAR BEAM)
(LOCATED IN UPPER THIRD OF
ATTIC SPACE) (2" X 4") "-----��-------=::..,.---2'>-....._
2"x4" RAFTER TIE LOCATED
INTHE LOWER THIRD OF ATTIC SPACE
L=1 O' --0" MAX.
THIS DETAIL IS IN COMPLIANCE WITH THE WIND
LOAD PROVISIONS FOR 120 MPH
OF THE PRESCRIPTIVE DESIGN PARAMETERS
ACCORDING TO THE 2017 FLORIDA BUILDING
CODE SECTION 1609.1 EXCEPTION NO.2 AND THE
AMERICAN WOOD COUNCIL WOOD FRAME
CONSTRUCTION MANUAL 2015 EDITION.
WOOD FRAMED SHEDS
DETAIL NUMBER:
STANDARD DETAIL A --12 SPEC. NUMBER:
SCALE• �--------------f 3/s"-1'-o" RIDGE . BEAM AND ""''12/14/04 RE',lSONDAlE,3/15/05
COLLAR TIE DETAIL OAAWN 8Y: N>PROVEO SY:
ANGEL
8d COMMON NAILS OR ( 6" O.C. AT EDGES
s 12" O.C. INTERMEDIATE 1 Od BOX NAILS
ROOF SHEA THING ----�
L= 10'-0" MAX
THIS DETAIL IS IN COMPLIANCE WITH THE WIND LOAD PROVISIONS FOR 120 MPH OF THE PRESCRIPTIVE DESIGN PARAMETERS ACCORDING TO THE 2017 FLORIDA BUILDING CODE SECTION 1609.1 EXCEPTION NO.2 AND THE AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION.
�--RAFTERS 16" O.C.
X
<(
'o
I
0 �
II 3:
RIDGE BOARD
OETAIL NUMBER:
STANDARD DETAIL SPEC """"'"
b.,.,=,-----___,:,r,!M..If--------------f 3/8"-1'-0" WOOD FRAMED SH OS ROOF FRAMING PLAN "'"'12/14/04 """°""'"''311s;os
PRAWN BY:
L
4'
6" 6"
8' 8'
TYPICAL BLOCKING
. 16"
TYPICAL FLOOR JOISTS FLOOR PANEL 8' ROOF PANEL TYPICAL ROOF RAFTERS
TYPICAL-----+--BLOCKING
4'
WOOD FRAM D SHEDS
16"
6"
WALL PANEL
OEf�L NUld8ER: A-14NAILING PATTERN SPEC. NUldSER: = 1---------------1 3/8"-1 '-0"
DATE: REVISION DATE: . WOOD STRUCTURAL PANELS DRAWN BY: N>PROVID BY:
Owner/Builder Affidavit
ACC23-0023
Notice of Commencement