262 S Nautical Blvd RESO20-0031 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP:
JODY SOMMERS 1648 ATLANTIC BEACH DRIVE Atlantic Beach Fl 32233
COMPANY:ADDRESS:CITY:STATE:ZIP:
JAX OUTDOOR KITCHENS,
LLC 2540 KIRKLAND COVE LANE JACKSONVILLE FL 32223
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
170703 0404 SEASPRAY
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
262 S NAUTICAL BLVD
RESIDENTIAL OTHER SINGLE OR
TWO FAMILY RESIDENTIAL
OTHER
ATTACHED PERGOLA /
LOUVERED ROOF $12000.00
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 ON SITE RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site during construction.
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: 1/7/2021
PERMIT NUMBER
RESO20-0031
ISSUED: 1/7/2021
EXPIRES: 7/6/2021
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
FEES
DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
BUILDING PERMIT 455-0000-322-1000 0 $115.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $57.50
STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.09
STATE DCA SURCHARGE 455-0000-208-0600 0 $2.73
TOTAL: $229.32
2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL
Notes:
All old decking and debris must be removed from job site by Contractor.
2 of 2Issued Date: 1/7/2021
PERMIT NUMBER
RESO20-0031
ISSUED: 1/7/2021
EXPIRES: 7/6/2021
RESIDENTIAL OTHER PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
RESO20-0031
Building Permit Applic,ltion
City of Atlantic Beach
800 Seminole Road, Atlantic Beach, FL 3 233
Phone: (904) 247-5826 Fax: (904) 247-845
Updated 5/5/17
Job Address: ~~~~-,-tl"tr'trft...,l,{,...__..+~r--,-.. C/1~~/ __ /) __ r_,(,-" ~ft-"[ ____ Per it Number:------~---
Legal Description -=t.LL.--1...~" _ __r:_P,==-,::.._._~C.L..!~---1----------+----RE# _______ -c-z-, __
Valuation of Work {Replacement Cost) $ /4',t CJ {JC) Heated/Cooled SF--+---Non-Heated/Cooled _ ___.}(,._.,,_-__
• Clas s of Work (Circle one): New Addition Alteration Repair Move Dem, Pool Window/Door
. ~
• Use of existing/proposed structure(s) (Circle one): Commercial ~.,..-_
• If-an existing structure , is a fire sprinkler system installed? (Circle one): Yes[ No~
• Submit a Tree Removal Permit Application if any trees are to be removed or 4rndavi t of No Tr ee Removal
Describe in detail the type of work to be performed: Ff./. cl Ar, µ-1-.NCil~9 JJt eY(J #/A /4u t,.,1t'(Jr~
r-oo..f--to fh-t btf-C /< ~ -1kf /ic,u.se. /~ ~ ~ -fie-{-'
Florida Product Approval# __________________ fo multiple products use product approval form
Property Owner Inf ·
Nam e:
City ---1J..L..J1---1--1+11"-'--1--4---=-____..L->-~e::...1....__---:---,,...,;
E-Mail --,-,d-"'~,,_-o«..r....,'-'--"~~=--1-1.c..w'------"-.,._--1'9---l'-L-'-++_._._----'--~=----=---_.__---t----------------
Owner ,
Contractor Inform
-~.'-"'"---:--:--"""---&,a....L.--,-:;~s...-..L...J>-L-~-~-Qu -
i
State Certification/Registration # 68' E-Mail ' ,. C't7»;7
Architect Name & Phone# I
Engineer's Name & Phone#---==----------------------'-+---------------
Workers Compensation j;'~etlal)-;k ~ Exempt/ Insurer/ Lease Employees/ Expiration Date
Application is hereby made to obtain a permit to.do the work and in stallations as indic9ted. I certify that no work or ins tallation has
commenced prior to the issuance of a permit and that all work will b e performed to m~et the standards of all the laws regulationg
construction in this jurisdiction. I understand th at a separate permit must be secured ftELECTRICAL WORK, PLUMBING, SIG NS,
WELLS, POOLS, FURNACES, BOIL ERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all ork will be done in compliance with all
appli cabl e laws regulating construction and zoning. _
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE PF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YO R PROPERTY. IF YOU INTEND
ONSULT WITH YOUR LENDER OR A ATTORNEY BEFORE
I E OF COMMENCEMENT.
lee~sonally Known OR J.ersonally Known · R
[ ] Produced Identification
Type of Identification: _____________ _
[ ] Produce d ldentifica ltion
Type of Identification:;----------------
SHEET INDEX STRUXUR~'" OUTDOOR
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MAP SHOWING BOUNDARY SU~VEY OF
LOT 19, BLOCK 4, SEASPRAY, AS RECORDED IN PLAT B OK 35, PAGES 64
AND 64-A, OF THE CURRENT PUBLIC RECORDS OF DUVA COUNTY, FLORIDA.
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HELMSMAN LANE
(BO' RIGHT OF WAY)
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S 67"28'00" E
S 67°28'00" E
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100.10' (MEASURED)
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---------UTIUTIES&.SEWERS --: --+------
N 67"24'47" W 99.68' (MEASURED)
LEGEND:
-X-= FENCE 0 = CONCRETE
Q = SET 1/2~ REBAR STAt.lPED PSt.l#f,146
• = FOUND 1/2" IRON PIPE NO IDENTlFlCATION
(UNLESS OTI-IERWISE NOTED)
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BLOCK 4
100.00' (' LAT)
L-1
■ = 4nx4~ CONCRETE MONUMENT
A/C = AIR CONDlllONER
PC = POINT OF CURVATURE
PT = POINT OF TANGENCY
S 22"34'58" W
100.13' (MEASURED)
S 22·32'00" W
100.00' (PLAT) PRC -POINT OF REVE:RSE CURVATURE
PCC "' POINT OF COMPOUND CURVATURE
1. BEARINGS ARE BASED ON TI--lE _e_lE__ BEARING OF __ 5_6.]"28'00" E_ ALONG TI--lE
NORTHERLY BOUNDARY UNE OF SUBJECT PARCEL
2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WlTI--llN FLOOD ZONE _ _:___x__::__, AS SHO~ ON TI-lE
NATIONAL FLOOD INSURANCE MAP DATED NOVEMBER 02, 2018, COMMUNITY NUMBER 120075, PANEL~~.
DATE DESCRIPTION
3. Tl-11S SURVEY REFLECTS All EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE co"MMITMENT OR 1----+------------l
OTHER .DD_CUMEN...TS PROYIOED BY _CLIENT, IF SUPPLIED. UNLE_SS DTI-lERWJSE _STATED, NO OTI-lER_ TI1LE1 VERIFICATION
HAS BEEN PERFORMED BY THE UN-DERSIGNE-D. · · ---· --· -·--------I -----~--
4. THIS SURVEY IS NOT VALID IMTI-lOUT AN AUTHENTICATED ELEClRONIC SIGNATURE AND AUTHENT!CATED [lEClRONIC SEAL 1----+------------l
DATE OF FIELD SURVEY: 9-18-18
Ray Thompson
SURVEYING, Inc.
!Going the DISTANCE for You!
1825 University Boulevard West
Jacksonville, Florida 32217
(Phone) 904-448-5125
(Fax) 904-448-5178
CERTIFICATE
I HEREBY CERllFY TI-IA11
AND MEETS THE
SCALE: 1" 20'
BOARD OF APTER 5J-17, FLOR!OA
ADMINIS ll"E,'lf\l!,I ORIDA STATUTES.
46 ST A TE OF FLORIDA
69
LAND SURVEYS O CONSTRUCTION SURVEYS
Revision Request/Correction to Comments
City of Atlantic Beach Building Department
**ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #:KE.soZ-0-to3l
~ Revision to Issued Permit OR ~ Corrections to Commen)s
Project Address : at 2S lfJ1H1t?01I &///cl .
If}-/ cfll/4.c;00
7 7
Date:
Contractor/Contact Namec 'To ft ~)r7/t[ f!/" ~
Contact Phone : &irz) 9'Cf/,-. ~2/ Email : / Sbm mt?,r-S'
V @ /gcvcm4r/
C&/41 .
Description of Proposed Revision/ Corrections :
~Sf/I-Ace' 0
_____________ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• ~proposed revi sion/corrections add additional square footage to original submittal?
~ D Yes (additional s.f. to be added : ___________ _,
• ~ropose~ re v ision(c_orre c~ion s ad~ addi_ti~nal increa se i n building value to original submittal?
~o D Ye s (add1t1onal in cre ase in building v alue :$ ________ ) {Contractor must sign if increase in valuati on)
*Signature of Contractor/ Agent : ______________________ _
(Office Use Only)
Ql'Approved D Denied D Not Applicable to Department Permit Fee Due $ ------
Revision/Pl an Review Comments _____________________________ _
Department Review Required:
Building
Planning & Zoning
Tree Admini strator
Public Works
Public Utilities
Public Safety
Fire Service s
Reviewed By
Date
Updated 10/17/18
MAP SHOWING BOUNDARY SURVE OF
LOT 19, BLOCK 4, SEASPRAY, AS RECORDED IN PLAT BOOK 35, PAGES 64
AND 64-A, OF THE CURRENT PUBLIC RECORDS OF DUV~ COUN ifY, FLORI DA.
CERT!FlED TO: . I
JODY SOMMERS
I
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(Ulll.ESS Ol>IOnllS£ NOll'.D)
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NOTES:
1. BEARINGS ARE BASED ON THE PLAT BEARING OF S 6728'00" E ALONG THE
NORTHERLY BOUNDARY LINE OF SUB.J:CT PARCEL
REVISIONS
DA TE OESCRJPTION .
2. BY GRAPHIC Pl.OTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE " X " AS SHO~ ON 1HE
NATIONAL FLOOO INSURANCf: WAP DATED ND\oOIBER 02, 2018, COMMUNITY NUMBER 120075, PANE! 04q8J &104Q9J
. 3--~~~:~~~'i;°e£~~:...&1~~wt:~~Dlt~.~~~~~~Jn<;!
HAS BEEN PERJ'QRl,IED BY THE UNDERSIGNED . ' l ---~--~-==-.,..,.-=-~=-t
~-THIS SUR\IEY IS NOT VALID l'olTHOUT AN AUTH£NTICATED ELECTRONIC SIGNATURE AND AU1HENTICATEO f!..ECTRONIC SEAL.
DATE OF FIELD SURVEY: 9-18-18
Ray Thompson
SURVEYING , Inc.
!Going the DISTANCE for Youj
1825 University Boulevard West
Jacksonville, Florida 32217
(Phone) 904-44S-5125
(Fax) 904-448-5178
CERTIFICATE
LAND SURVEYS O CONSTRUCTION SUR'v£YS
SC ALE: 1" = 20'
SPECIAL DESIGN NOTES:
HOST STRUCTURE, MECHANICAL,
EGRESS, ELECTRICAL, WIRING, FAN
BEAMS, FANS, OR ANY ACCESSORY
ATTACHMENTS
EXCLUSIONS
STRUCTURAL ALUMINUM/CONNECTION NOTES:
1. ALL COMPONENTS SHALL BE STRUCTURAL ALUMINUM (U.N.O.) AND SHALL BE FABRICATED AND ERECTED
ACCORDING TO THE GOVERNING BUILDING CODE AND MATERIAL STANDARDS REFERENCED ON THIS SHEET.
2. ALL STRUCTURAL ALUMINUM SHALL MIN
18" THICK U.N.O. AND BE THE FOLLOWING ALLOY AND TEMPER:
- BEAMS, PURLINS, COLUMNS ..... 6063-T6 (UNLESS NOTED OTHERWISE)
- ALL OTHER EXTRUSIONS .......... 6063-T6 (UNLESS NOTED OTHERWISE)
- FASTENERS ............................ SS 316
3. STRUCTURAL ALUMINUM SHALL BE FRAMED PLUMB AND TRUE AND ADEQUATELY BRACED DURING
CONSTRUCTION.
4. WHERE ALUMINUM IS IN CONTACT WITH OTHER METALS EXCEPT 300 SERIES STAINLESS STEEL, ZINC OR
CADMIUM AND THE FAYING SURFACES ARE EXPOSED TO MOISTURE, THE OTHER METALS SHALL BE PAINTED OR
COATED WITH ZINC, CADMIUM, OR ALUMINUM.
5. UNCOATED ALUMINUM SHALL NOT BE EXPOSED TO MOISTURE OR RUNOFF THAT HAS COME IN CONTACT WITH
OTHER UNCOATED METALS EXCEPT 300 SERIES STAINLESS STEEL, ZINC, OR CADMIUM. ALUMINUM SURFACES TO BE
PLACED IN CONTACT WITH MASONRY, CONCRETE, WOOD, FIBERBOARD, OR OTHER POROUS MATERIAL THAT
ABSORBS WATER SHALL BE PAINTED.
6. FOR ALUMINUM IN CONTACT WITH CONCRETE: ACCEPTABLE PAINTS: PRIMING PAINT (ONE COAT), SUCH AS
CONTENT). ALT: HEAVY COATING OF ALKALI RESISTANT BITUMINOUS PAINT. ALT: WRAP ALUMINUM WITH A SUITABLE
PLASTIC TAPE APPLIED IN SUCH A MANNER AS TO PROVIDE ADEQUATE PROTECTION AT THE OVERLAPS. NOTE:
ALUMINUM SHALL NOT BE EMBEDDED IN CONCRETE TO WHICH CORROSIVE COMPONENTS SUCH AS CHLORIDES HAVE
BEEN ADDED IF THE ALUMINUM WILL BE ELECTRICALLY CONNECTED TO STEEL.
7. BOLT HOLES SHALL BE DRILLED THE SAME NOMINAL DIAMETER AS THE BOLT + 1/16".
8. ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH WELD FILLER ALLOYS MEETING ANSI/AWS
A5.10 STANDARDS TO ACHIEVE ULTIMATE DESIGN STRENGTH IN ACCORDANCE WITH THE ALUMINUM DESIGN
MANUAL PART I-A, TABLE 7.3.1. ALL ALUMINUM CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE TOLERANCES,
QUALITY, AND METHODS OF CONSTRUCTION AS SET FORTH IN THE AMERICAN WELDING SOCIETY'S STRUCTURAL
WELDING CODE-ALUMINUM (D1.2). MINIMUM WELD IS 1/8" THROAT FULL PERIMETER FILLET WELD UNLESS
OTHERWISE NOTED.
9. STAINLESS STEEL FASTENERS SHALL BE ASTM F593 316 SS COLD WORKED CONDITION. PROVIDE (5) PITCHES
MINIMUM PAST THE THREAD PLANE FOR ALL SCREW CONNECTIONS. ALL FASTENER CONNECTIONS TO METAL SHALL
PROVIDE 2xDIAMETER EDGE DISTANCE AND 3xDIAMETER SPACING.
10. SELF-DRILLING SCREWS SHALL BE TEK BRAND / ALL POINTS FASTENERS OF SIZE #14, STAINLESS STEEL 300
SERIES, WITH MINIMUM 1/2" THREAD ENGAGEMENT BEYOND THE CONNECTED PART, UNLESS OTHERWISE NOTED.
STRUCTURAL WOOD NOTES (AS APPLICABLE):
1. ALL DIMENSION LUMBER SHALL BE STRUCTURAL GRADE #2 SOUTHERN YELLOW PINE OR BETTER MEETING
APPLICABLE REQUIREMENTS OF THE SOUTHERN PINE INSPECTION BUREAU (SPIB) AND PRESSURE-IMPREGNATED (PT)
BY AN APPROVED PROCESS (ACQ 0.4 PRESSURE TREATED) PRESERVATIVE IN ACCORDANCE WITH THE APPLICABLE
PROVISIONS OF THE BUILDING CODE AND AMERICAN WOOD PRESERVERS ASSN (AWPA) "BOOK OF STANDARDS" OR
0.55 SPECIFIC GRAVITY MIN.
2. ALL METAL CONNECTORS IN CONTACT WITH WOOD USED IN LOCATIONS EXPOSED TO WEATHER SHALL BE
GALVANIZED.
3. NAILS SHALL PENETRATE THE SECOND MEMBER A DISTANCE EQUAL TO THE THICKNESS OF THE MEMBER
BEING NAILED THERETO. THERE SHALL BE NOT LESS THAN 2 NAILS IN ANY CONNECTION.
4. MEMBERS SHALL BE FREE OF CRACKS AND KNOTS. MOISTURE CONTENT SHALL BE 19% OR LESS.
5. WOOD THAT IS IN CONTACT WITH CONCRETE OR MASONRY, AND AT OTHER LOCATIONS AS SHOWN ON
STRUCTURAL DRAWINGS, SHALL BE PROTECTED WITH 30 # FELT (UNLESS NOTED OTHERWISE) OR PRESSURE
TREATED IN ACCORDANCE WITH AITC-109. MEMBER SIZE SHOWN ARE NOMINAL UNLESS NOTED OTHERWISE.
STORM WARNING REQUIREMENT:
POSITION DURING ANY NAMED STORM
TO PREVENT EXCESSIVE FORCE ON
THE ROOF SYSTEM
MECHANICALLY OPENING PERGOLA
1. THIS STRUCTURE HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE ABOVE REFERENCED BUILDING CODE.
STRUCTURE SHALL BE FABRICATED IN ACCORDANCE WITH ALL GOVERNING CODES. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODE
AMENDMENTS WHICH MAY APPLY AND GOVERN. DESIGN CRITERIA OR SPANS BEYOND STATED HEREIN MAY REQUIRE ADDITIONAL SITE SPECIFIC SEALED ENGINEERING.
2. THIS ENGINEER HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND MEASUREMENTS. ENGINEERING
EXPRESS SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO
CONSTRUCTION. THIS ENGINEERING SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR
TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.
3. THE EXISTING HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SYSTEM AS VERIFIED BY THE ENGINEER & OR ARCHITECT OF RECORD, et.al. THE HOST
STRUCTURE WHICH IS DESIGNED, CERTIFIED, AND INSPECTED BY OTHERS MUST PROVIDE SUFFICIENT, CAPACITY FOR THIS SPECIFIED DECK SYSTEM. NO WARRANTY OR
GUARANTEE TO THESE CONDITIONS, EITHER EXPRESSED OR IMPLIED, IS OFFERED WITH THIS CERTIFICATION.
4. THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE IMPOSING LOADS ON ROOF, INCLUDING BUT NOT LIMITED TO ANY CONCENTRATED LOADS WHICH MAY JUSTIFY
GREATER DESIGN CRITERIA. ALL STRUCTURAL MEMBERS AS SHOWN HAVE BEEN DESIGNED TO CARRY IN PLACE DESIGN LOADS ONLY; THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE SUPPORT OF ANY ADDITIONAL LOADS AND FORCES IMPOSED DURING MANUFACTURING, TRUCKING, ERECTING, AND HANDLING.
5. LOUVERED ROOF SYSTEM SHALL BE PER MANUFACTURER MAXIMUM SPANS OR BY OTHERS. NO CERTIFICATION IS OFFERED FOR WATERPROOFING, SIZING, OR OPERATION
OF GUTTERS.
6. THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT AFFECT THE STRUCTURAL INTEGRITY OF THE STRUCTURE ARE OUTSIDE THE SCOPE OF THIS CERTIFICATION AND
NOT REQUIRED TO BE CERTIFIED UNDER THIS STRUCTURAL DRAWING. THEY MAY BE INSTALLED AS DESIRED PER MFR. SPECIFICATIONS.
7. MINIMUM REBAR COVER FOR CONRETE FOOTINGS IS 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH AND 2" FOR CONCRETE EXPOSED TO EARTH
OR WEATHER.
8. FIBER OR WELDED WIRE MESH REINFORCEMENT MAY BE USE AS AN ALTERNATIVE TO STRUCTURAL REBARS AS LONG AS DISTRIBUTION AREA OF REINFORCEMENT REMAINS
THE SAME. ENGINEERING EXPRESS DOES NOT VALIDATE THE DESIGN OF EITHER MESH WITHOUT PROPER REQUEST.
9. ALL FASTENERS TO BE #14 OR GREATER ASTM F593 COLD WORKED 304 STAINLESS STEEL, UNLESS NOTED OTHERWISE. FASTENERS SHALL BE CADMIUM-PLATED OR
OTHERWISE CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM STRUCTURES" SECTION J.3.7.2 BY THE ALUMINUM ASSOCIATION, INC.,
& ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. Fy= 65 KSI MIN. FOR ALUMINUM/STEEL ATTACHMENTS, ALL ANCHORS SHALL BE SPACED WITH 2X DIAMETER END
DISTANCE AND 2.5X DIAMETER MIN SPACING TO ADJACENT ANCHORS, UNLESS NOTED OTHERWISE. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR ALL FASTENERS.
10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT SHALL BE AS NOTED HEREIN. MINIMUM EMBEDMENT AND EDGE
DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. ALL CONCRETE, HOLLOW BLOCK, OR BRICK ANCHORS TO BE ITW OR MANUFACTURER RATED
EQUIVALENT. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY.
11. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
12. ANY SPECIFIED LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO ASTM A36 AND CURRENT EDITION OF AISC WITH MINIMUM Fy = 55KSI.
13. ANY SPECIFIED CONCRETE AND EPOXY TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 7 DAYS U.N.O.
14. SURROUNDING SOIL TO BE COMPACTED TO 95% OPTIMUM DENSITY, 2000 PSF MIN AND SHALL BE CLASSIFIED OR VERIFIED BY OTHERS PRIOR TO CONSTRUCTION AS
SANDY GRAVEL CLASS OR BETTER.
15. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT SHALL REMAIN IN CONFORMANCE WITH THE
LIMITATIONS OF THIS PLAN. THE CONTRACTOR IS TO VERIFY ALL FIELD DIMENSIONS PRIOR TO INSTALLATION, AND VERIFY THAT PROPOSED DIMENSIONS AND FIELD CONDITIONS
AGREE WITH THIS PROPOSED PLAN. USE OF THIS DOCUMENT CONSTITUTES ACCEPTANCE OF THE PROPOSED SYSTEM LAYOUT, COMPONENTS SELECTED, AND INSTALLATION.
THESE DRAWINGS ARE NOT INTENDED TO BE USED AS FABRICATION OR SHOP DRAWINGS.
16. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES
HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, &
CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.
17. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
DESIGN CRITERIA:
GENERAL NOTES:
FLORIDA BUILDING CODE SIXTH EDITION (2017)ASCE 7-10 LOAD COMBINATIONS
1. DEAD LOADS1.1. SYSTEM DEAD LOAD......................... 5 PSF
2. LIVE LOADS2.1. SYSTEM LIVE LOAD......................... 10 PSF
3. SNOW LOAD3.1. GROUND SNOW LOAD...................... 0 PSF3.2. SNOW EXPOSURE FACTOR................ 1.03.3. SNOW LOAD IMPORTANCE FACTOR.... 1.03.4. THERMAL FACTOR........................... 1.13.5. SNOW DRIFT.................................. PER CODE
4. WIND LOADS4.1. METHODOLOGY............................... OPEN STRUCTURE4.2. ULTIMATE WIND SPEED.................... 130 MPH (ASD = SQRT(O.6)*Vult)4.3. WIND EXPOSURE FACTOR................. C
4.4. DIRECTIONALITY/OTHER FACTORS..... Kd=0.85, G=0.85, Kz=0.85, Kzt=1.04.5. MEAN ROOF HEIGHT......................... 13 FEET
4.6. SYSTEM MOUNTING HEIGHT.............. 0 FEET (AT GRADE)
5. SEISMIC LOADS5.1. SITE CLASS..................................... D5.2. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS............ Ss=0.115, S1=0.0615.3. SEISMIC DESIGN CATEGORY............. B
LOUVERS SHALL BE SPACED SUCH THAT THEY ALLOW 50% SYSTEM POROSITY WHEN FULLYOPENED. SYSTEM NOT DESIGNED TO HANDLE CONCENTRATED LOADS FROM HUMAN ACTIVITY.
DURING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S.WEATHER BUREAU AS A HIGH WIND OR SNOW ADVISORY FOR THE
AREA, THIS SYSTEM MUST BE LOCKED IN THE OPEN POSITION, WITH THE LOUVER BLADES VERTICAL, AND ANY FANS OR ACCESSORY
COMPONENTS SHALL BE REMOVED. WINDSCREENS, IF SPECIFIED, SHALL BE RETRACTED PRIOR TO WIND SPEEDS OF 35 MPH. THE
STRUCTURE SHALL ALSO NOT BE WALKED UPON AND IS NOT DESIGNED FOR HUMAN ACTIVITY OR STORAGE. THE STRUCTURE SHALL
BE POSTED WITH A LEGIBLE AND READILY VISIBLE DECAL OR PAINTED INSTRUCTIONS TO THE OWNER OR TENANT STATING THAT (1)
THE SYSTEM IS NOT DESIGNED FOR HUMAN ACTIVITY AND (2) TO REPOSITION THE LOUVERS AND WINDSCREENS DURING WIND OR
SNOW ADVISORIES. THE CANOPY OWNER SHALL BE NOTIFIED OF THESE CONDITIONS BY THE PERMIT HOLDER AT THE TIME OF SALE.
SYSTEM SHALL BE EQUIPPED AND SOMFY CERTIFIED TO OPERATE PROPERLY WITH SENSORS WHICH WILL PROMPT THE LOUVER
BLADES TO ROTATE TO THE OPEN (VERTICAL) POSITION WHENEVER THE WIND SPEED REACHES 45 MPH MINIMUM, OR TEMPERATURE
RAINWATER NOTE:
SYSTEM NOT DESIGNED FOR WATERSHED OF RAINFALL FROM
ADJACENT ROOFS UNLESS SPECIFICALLY SHOWN HEREIN, TYP.
1 1/2" BEARING NOTE:
ALL BEAMS SHALL HAVE A MINIMUM 1 12" DEPTH FULL BEARING
SUPPORT UNLESS NOTED OTHERWISE.
GLASS PANEL NOTE (IF SHOWN):
SHALL BE MIN 3/8" FULLY TEMPERED GLASS - COMPLY WITH ANSI
Z97.1 / CATEGORY II CPSC 16 CFR 1201 AS CERTIFIED BY GLASS
MANUFACTURER.
VISIT ECALC.IO/STRUXURE
FOR ENGINEER CERTIFIED ORIGINALS
& MORE INFORMATION ABOUT THIS DOCUMENT
OR SCAN THE QR CODE TO THE RIGHT >
VISIT ENGINEERINGEXPRESS.COM/STORE
FOR ADDITIONAL PLANS, REPORTS & RESOURCES
VALID FOR 1 PERMIT ONLY U.N.O.
SCALE:
COPYRIGHT ENGINEERING EXPRESS
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DATE: REVISION:NOTES:123456789101112
LEOPOLD
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