1911 SEA OATS DR RESA22-0011 COAB Permit Form with ConditionsFinal Plumbing
Final Electrical
Final HVAC
CC Final
Final Building*
Swimming Pool Steel
Swimming Pool Safety
Electrical Grounding & Bonding
Swimming Pool Final (Bldg)
Swimming Pool Final (PW)
Formed Columns/ Beams*
Masonry Cell Fill
Structural Steel*
OTHER:
OTHER:
OTHER:
OTHER:
OTHER:
Power Pole
Silt Fence
Piers/ Stem Walls
Underground Plumbing
Underground Electric
Foundation/ Footing
Slab**
Retaining Wall Footing
Driveway
Sewer (Building Dept)
Sewer Tap (Utilities Dept)
Rough Electric*
Rough Plumbing/ Top Out*
Rough Mechanical*
House Wrap
Wall Sheathing
Roof Sheathing
Tie-down Framing Connections
Rough Framing
Roofing In Progress
Window/Door In-Progress
Insulation Ceiling
Insulation Wall
Exterior Lath
Stucco Scratch Coat
Exterior Siding In-Progress
Brick Flashing & Ties
Early Power
Gas Rough
Gas Final*
* When all rough electric, plumbing, mechanical are complete but before any work is
covered up.
* When all gas piping is complete and wallboard is installed but before gas is
attached to any appliance. All outlets must be capped and pipe pressurized at a
minimum of 15 lbs.
* For new living space: When all construction work including electrical, plumbing,
mechanical, exterior finish, grading, required paving and landscaping is complete
and the building is ready for occupancy, but before being occupied
Additional inspections may apply to your project if your project
contains these elements:
INSPECTIONS REQUIRED FOR BUILDING PERMITS
To verify compliance with building codes, inspections of the work authorized are required at various points of the construction.
The following inspections are typically required for residential projects:
Date: Initial: Date: Initial:
_____________________________________________________
Permit Type
____________________________________________________
Permit No.
__________________________________________________________
Job Address
____________________________________________________
Contractor
POST THIS CARD WITH PERMITS AND PERMIT
DOCUMENTATION IN FRONT OF BUILDING
Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends
Building Department Public Works/Utilities Fire Department
Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789
Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203
* When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all
electrical, plumbing and mechanical work is in place, but before concrete is poured.
* When all structural steel members are in place and all connections are complete,
but before such work is covered or concealed.
** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION
POOL ENCLOSURE w/ PARTIAL ROOF
RESA22-0011
1911 SEA OATS DR
CALL THE SCREEN GUYS
OWNER:ADDRESS:CITY:STATE:ZIP:
KECHIK KEITH GEORGE 48 GOVERNORS WAY BRENTWOOD TN 37027
COMPANY:ADDRESS:CITY:STATE:ZIP:
CALL THE SCREEN GUYS
INC 1840 MEALY ST S Atlantic Beach FL 32233
TYPE OF
CONSTRUCTION:
REAL ESTATE
NUMBER:ZONING:BUILDING USE
GROUP:SUBDIVISION:
172020 0916 SELVA MARINA UNIT 11
JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK:
1911 SEA OATS DR
RESIDENTIAL ADDITION SINGLE
OR TWO FAMILY RESIDENTIAL
ADDITION
POOL ENCLOSURE WITH
partial solid ROOF $39257.00
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: 7/19/2022
PERMIT NUMBER
RESA22-0011
ISSUED: 7/19/2022
EXPIRES: 1/15/2023
RESIDENTIAL ADDITION 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 $250.00
BUILDING PLAN CHECK 455-0000-322-1001 0 $125.00
PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00
STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.38
STATE DCA SURCHARGE 455-0000-208-0600 0 $4.25
ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00
TOTAL: $635.63
2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL
Notes:
Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container
cannot be placed on City right-of-way.
3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL
Notes:
Full right-of-way restoration, including sod, is required.
4 PUBLIC WORKS RUNOFF INFORMATIONAL
Notes:
All runoff must remain on-site. Cannot raise lot elevation.
5 PUBLIC WORKS GRASS INFORMATIONAL
Notes:
Full site to be grassed.
6 PUBLIC WORKS REVISION INFORMATIONAL
Notes:
Any plan change must be submitted as a Revision to the Building Department.
7 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL
Notes:
Any damage done to infrastructure must be repaired by Contractor.
8 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL
Notes:
All construction debris must be removed from job site by Contractor.
9 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL
Notes:
No water retention needed as covered roof will only account for 96 sqft over existing pavers.
2 of 2Issued Date: 7/19/2022
PERMIT NUMBER
RESA22-0011
ISSUED: 7/19/2022
EXPIRES: 1/15/2023
RESIDENTIAL ADDITION PERMIT
CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
RESA22-0011172020-0916By Mike Jones at 2:47 pm, Jun 27, 2022REVIEWED FOR CODE COMPLIANCE JOB COPY ,;:.;.1'--'"1'1,. Building Permit Application i ~t City of Atlantic Beach Building Department . 800 Seminole Road, Atlantic Beach, FL 32233 I fJ'} '.)/' " Phone: (904) 247-5826 Email: Building-Dept@coab.us REVIEWED up o lt>I /, A L 11\iFOH VIA TIO y IS REQUIRED. Job Address: 19 t I Sea (Jo ts D:R Permit Number:---------Legal Description ;(o:l!O (Y1 ~ ;;JS -d°I { ,~Jv.1 rY1o'.}'t'yt~ lt n1 I I l!M._ RE# _______ _ '2a -~~ ;B1KJ Valuation of Worl< (Replacement Cost)$ ,2[ 10Cv/ Heated/Cooled SF ____ Non-Heated/Cooled ____ _ • Class of Work: ~ □Addition □Alteration □Repair □Move □Demo □Poot □Window/Door • Use of existing/proposed structure(s): □Commercial ~ential • If an existing structure, ls a fire sprinkler system installed?: □Yes ~ Describe in detail the type of work to be performed: I (2.)f) CJo~(e_. (J, Y'\ Q,}C;-.S ,h~ 1 ~ " L fool clt.<.,l< w/ t::JX 1-:J. c,0,..., C,o-srfc. r06 ·,.-Florida Product Approval #~~L~_·:,G_....._..(p~l ---~~L/_,__ _______ for multiple products use product approval form Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) _________________ _ Contractor Information Name of Company &! I Tu-<:::,u,U{\ Address 1'.KL/t) MW~ '::,t. S Office Phone 7-:J'-{-t/q;J., Q:, 15 State Certification/Registration # / 11 1 L/ Architect Name & Phone ....,_,.:..!.(--=Q'--'~-"l--..>o£J"""-s.uu:.o.....'""-'-_:____._-L..1'--_,_,,__,_,_--=-L.J,£=---------------"\--Engineer's Name & Phon Workers Compensation Insurer Ll'/1::Z ~5 .{ c.,,, u.. ';>QI c,,,)iboxS OR Exempt□ Expiration Date 1 o,/O I / a;) Application Is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instafiation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. 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 here may be additional permits required from other governmental entities such as water management districts, state agencies, or ederal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECOR ING y UR NOTICE OF COMMENCEMEN__.Tc_· -=-!l-H-•-/·,,,__1_C,,....,...Ddh=-----------(Signa e of Owner or Agent) 'It-fr (Signature of Contractor) I
RESA22-0011JOB COPY MAP SHOWING BOUNDARY SURVEY OF LOT 6, BLOCl< 3, SELVA UARlflA UNll NO. 11, AS RECORDEO IN PLAT 8001< 36, PAGE 62, OF Tiff CURRENT PUllLIC RECORDS OF DUVAL COUNTY, FLORIDA LOT 5 BLOCK J 0 --·--LAND SURVEYS 0 CER11F1EO TO: ROBERT l'IINDHAUS RICHARD T. MORtHEAD TTlLE de ESCROYI, INCORPORATED OLD RE.PUBLIC NAllONAI. ll'ILE INSI.IRANCE COMPA Y 1Rid1nrb Cit. ~ortlynb Ollllt anb EaCllrow, Jnr 44 ♦ THf<t> S'!Rttl ND'T\JM: BCACI\ n.cAIOA. l2ffl (II0•)-247-5147 -rAll (804)-247-eoe, DA TE Of fltlO SlJR CONSTRUCTION SURVEYS LOT 7 BLOCK J C-1 N 13"58'43" W 45.39' (CHORD) (MEASURED) N 13°58'55" W 4~.J4' (CI-IO!ll>)(PLI\T) "· ~no',.. 1.• ~/01' REVISIONS OATt 2-21-22 Ul'OA!l.
X 50.00
Zoning
7/08/22
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#: }(f.Sf\ZZ -CJOl l
D Corre ct ions to Comments
Project Address: l 9 ( (. S D 0-'1=$
D Revision to Issued Permit OR Date: 7 /7 /z_ Z t t
Contractor/Contact Name: _C--==--=----=-l _(::___~___,._L......>,...,.e.--<-..:::&=....::c:....:_,__::e=e:::...10'--'-----"G_"'""· .,,_,t)<-=y.,____:...S,,.,._ ______ _
74 G:,-3 445 Email: ________ _ Contact Phone:
Description of Proposed Revision / Corrections:
~~~-~· ~how he-l t:Jb.. +
_____________ affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will proposed revis ion/corrections add additional square footage to original submittal?
D No D Yes (additional s.f. to be added : ____________ )
• Will proposed revisi on/corrections add additional increase in building value to original submittal?
D No D•ves (add itional increase in building value:$ ________ ) (Contractormustsign ifincreasein valuation)
*Signature of Contractor/ Agent: _____________________ _
(Office Use Only)
D Approved D Denied D Not Applicable to Department Permit Fee Due $ _____ _
Revision/Plan Review Comments -----------------------------
Department Review Required:
Building
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Reviewed By
Date
Updated 10/17/18
4:27 pm, Jul 08, 2022
Keith & Wendy Kechik [REVISED ]
1911 Sea Oats Dr
Atlantic Beach FL 32233 ---------
Category: C
Windzone: 120 MPH
Call The Screen Guys, Inc
Legend
0 Screen
C Elite Roof
0 House
Grade Line -4" From Deck
BUILDING DEPARTMENT
APPROVED
C Eave of House
Grade Line
-4" From Deck
2'611
2x10 typ
11' 11"
L 4x4 typ
-.t:r-----:-----=-29''-==-----------
21611
2x10 typ
11' 11"
L 4x4 typ
1----------38''--------__J
~6' 1"-r-6' 1"-r-6' 1"~6' 1'''-__._-"6''----'6'
6' 10"
~r--t--t-----+---~
6' 10"
2x2 typ L 2x7typ
29' ,·r--t--t-----+---~
6' 10"
~t-----7+--~
6' 10"
This is the
only solid roof
area
8'x12'
Revision Request/Correction to Comments
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us
D Revision to Issued Permit OR D Corrections to Comments
Project Address: /<l// ~£1 0/t\5 1:::>R
Contractor/Contact Name: Cl/LL '111!: :5e/!.0JJ Go'fs;.
Contact Phone: 1oi ~ (03 -5'900
Description of Proposed Revision / Corrections:
**ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED.
PERMIT n: i;(sA :2:J..-oo I I
Date:
cm{Jpsrrrgopr{<t'x /2 ;) oVE/< [-)(l?fl;..} .-~v5'/c.S. Nt> f,/A~g Rc1GJ,;o~
?.a:)()I~
_M_I_C_/d4~CL __ N_D~f'I')~-~e~•Lef:~~--affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will proposed revision/corrections add additional square footage to original submittal?
~No D Yes (additional s.f. to be added: ___________ )
• Ji
1
II proposed revision~~orrec~ions ad~ add'.ti~nal increase in building value to original submittal?
.P\No D *Yes (add1t1onal increase In building value: $_______ ) (Contractor must sign if increase in valuation}
*Signature of Contractor/Agent:~£~✓~
(Office Use Only)
D Approved D Denied D Not Applicable to Department Permit Fee Due $ ------
Revision/Plan Review Comments ----------------------------
Department Review Required:
Building
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Reviewed By
Date
Updated 10/17/18
Keith & Wendy Kechik
1911 Sea Oats Dr
Atlantic Beach FL 32233
Category: C
Windzone: 120 MPH
Call The Screen Guys, Inc
3'
11' 11"
Legend
□Screen
□ Elite Roof
D House
□ Eave of House
2x10 typ
L 4x4typ
...._________,_------.,.____,
---=========:--29'·-===-=--=--=--=--=---=---<
3'
2x10 typ
11' 11"
L 4x4typ
------------------!
1-----------38'-----------t
~ 38'
-6' 1"-r6' 1"-r6' l"-r6' 1" I 6' I 6' --I ~ :/ -
6' 10"
t-
2
6' 10"
'--2x7 typ t-2x2 typ ~
9' V
I 6' 10"
t-/
,r
V 8' ,c 12' Insulated
6' 10" Composite Roof
I
I
I I
r This Is the
only solid roof
area
8'x12'
De KIM & ASSOCIATES, LLC
CONSUL TIN'3 STRUCTURAL ENBINEERB
Florida Board of Engineers Certificate of Authorization No. 26887
Product Evaluation Report
Date: August 8, 2020
Report No.: FL# 7561-R5
Product Category: Roofing
Product sub-category: Products Introduced as a Result of New Technology
Product Name: EPS Foam Core w/ Alwninum Skin Composite Panels
Manufacturer: Elite Aluminum Corporation
4650 Lyons Technology Parkway
Coconut Creek, FL 33073
Phone: 800-421-0682
Scope:
This product evaluation report issued by Do Kim an d Associates, LLC and Do Kim, P.E. for Elite
Aluminum Corporation is based on Florida Department of Business and Professional Regulation Rule
61020-3.005 (2) Method 2 (b) of the State of Florida Product Approval. Re-evaluation of this product
shall be required following pertinent Florida Building Code modifications or updates.
Do Kim and Associates, LLC and Do Kim, P.E. do not have nor wi ll acquire financial interest in the
company manufacturing or distributing the product or in any other entity involved in the approval process
of the product named herein.
This product has been evaluated for use in locations adhering to the Florida Building Code, 7th Edition
(FBC) and where pressure and deflection requirements, as determined by Chapter 16 of the Florida
Building Code, do not exceed the design pressures as shown on the approval.
TM•\.tM "9ltie.n di9,talfy~ ll'ld ~ ... t.d by Do V. Klffl
CN\ffltd:t1,,cJ11<.enlR1!heM:al.Ptirtedcop. ofthu
dxumetll lff' r,ot CO".JJC!t.rtd ~ •nd w• ed ~ tlw-
'14rut• r,.,m be ~ffiffl'.I on &rtV "" .1,onc Q19!~,
Do Kim, P.E.
FL #49497
P.O. Box 10039
Tampa, FL 33679
Digitally
Do Yslgned by
DoYKim
Kim
Date:
2020.08.06
13,53:18
--04'00'
813.857-9955
dk@dokimengineering.net
Sheet I of3
De KIM & ASSOCIATES, LLC
CONSUL TINB STRUCTURAL EN81NEERS
Supporting Documents
I. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 7th Edition (FBC), Section 1709.2.
2. Drawings:
a. Drawing No. FL-1001 titled "EPS Foam Core Composite Panels", Sheets 1 and 2
prepared by Do Kim and Associates, LLC., signed and sealed by Do Kim, P.E.
3. Testing
a. Testing per ASTM E72 as perfonned by Hurricane Engineering & Testing, Inc. (HETI),
and reported in test report numbers HETI-05-1988, HETI-06-2104, HETI-06-2066,
HETI-06-2105, HETI-06-2067, HETl-05-1002, HETI-06-2107, HETI-05-1987, HETI-
06-2069, HETI-06-2070, HETI-06-207 l, HETI-05-1994, HETI-05-1991 , HETI-06-2072,
HETI-06-2073, HETI-06-2074, HETI-05-1996, HETI-05-1989, HETI-05-1993, HETI-
05-1985, HETI-05-1995, HETI-05-1990, HETI-05-1997, HETI-05-2037, HETI-05-2029,
HETI-05-2039, HETI-05-2030, HETI-05-2041 , HETI-05-2048, HETI-05-2036, HETI-
05-2031 , HETI-05-2038, HETI-05-2065, HETI-05-2040, HETI-05-2042.
4. Calculations
a. Panel performance engineering analysis for tested loading conditions have been prepared
based on comparative and/or rational analysis, prepared, and submitted by Do Kim, P.E.
5. Other
a. Quality Assurance Agreement verified with Quality Auditing-Institute, LTD. (QAI
Laboratories, LTD.) (FBC Organization #QUA 7628).
P.O. Box 10039
Tampa, FL 33679
813.857-9955
dk@dokimengineering.net
Sheet 2 of3
De KIM & ASSOCIATES, LLC
CONSULTINB STRUCTURAL ENBINEE RS
Limitations and Condition of Use
I. Code Compliance
a. The product assembly described herein has demonstrated compliance with the Florida
Building Code 7th Edition (FBC), Section 1709.2.
2. Large and small missile impact resistance has OT been tested to or evaluated for in this
approval. In HVHZ, this product shall be used in structures "not to be considered living areas"
per Section 16 16 unless impact resistance in accordance to the HVHZ requirements are met.
3. Each product listed above shall be installed in strict compliance with its respective Product
Evaluation Document and site-specific engineering along with all components noted herein.
4. Use of each product shall be in strict accordance with its Product Approval Evaluation and
Limitations of Use.
5. Composite panels shall be constructed using type 3003-Hl54 aluminum facings, I or 2 PCF
ASTM C-578 Dyplast Products LLC brand EPS foam insulation (NOA No. 16-1129.05) adhere
to aluminum facings with Ashland Chemical 2020D ISO grip. Fabrication to be by Elite panel
products only in accordance with approved fabrication methods.
6. Elite roof panels maintain a UL 1715 (int) class 'B' (ext) rating and are NER-501 approved.
7. This specification has been designed and shall be fabricated in accordance with the requirements
of the FBC, composite panels comply with Chapter 7 Section 720, Chapter 8 Section 803, Class
A interior finish, and Chapter 26 Section 2603. All local building code amendments shall be
adhered to as required.
8. The designer shall determine by accepted engineering practice the allowable loads for site
specific load conditions (including load combinations) using the data from the allowable load
tables and spans in this approval.
9. Deflection lim its and allowable spans have been listed to meet FBC including the HVHZ (L/80
for spans ~ 12 '-0" and L/180 for spans > 12 '-0").
I 0. All supporting host structures shall be designed to resist all superimposed loads.
11. All components which are permanently installed shall be protected against corrosion,
contamination, and other such damage.
12. Size and Span Limitations:
a. Composite panels shall be limited to those specific panels listed in the DWG. FL-1001.
b. Panel spans shall not exceed those I isted in the tables of DWG. FL-I 00 I .
P.O. Box 10039
Tampa, FL 33679
813.857-9955
dk@dok.im engineering. net
Sheet 3 of3
---
/ ELITE PANEL SPAN T~ES~: __ 1 _. _N_et_a_l_lo_wa_b_le_lo_ad_s_a_r~e
3' x 0.024 x 1 -LB EPS PANELS 3' x 0.032 x 1 -LB EPS PANELS
<ALLOWABLE CLEAR SPAN CHARTS) (ALLO WABL E CLEAR SPAN CHARTS)
permitted to be multiplied by 1.67 to derive ultimate loads (psf).
3' X 0,024 X 2 -LB EPS PANELS 3' X 0,030 X 2 -LB EPS PANELS
<ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
\
NET MAX, ALLD\JABLE SPAN <FT) \ NET MAX, ALLD\JABLE SPAN <FT> ALLD\JABLE ALLO\JABLE
LOAD (PSF)1 L/80 L/120 L/180 L/240 DAD <PSF)1 L/80 L/120 L/180 L/240
NET MAX, ALLO\JABLE SPAN <FT> NET MAX, ALLO\JABLE SPAN (FT) ALLO\JABLE ALLO\JABLE
LOAD CPSF)1 L/BO L/120 L/1B0 L/240 LOAD (PSF>1 L/80 L/120 L/IBQ L/240
10 16,17 15.76 15.03 14,10 10 17.50 17.50 16,91 15.96 10 19.33 18.95 18,31 17.66 10 20.11 20'3 19.◄2 18.81
20 13.44 13.◄◄ 1222 10.35 20 16.64 15.96 14.06 12.16 20 1a11 17.66 16.36 15.06 20 19.02 18.81 17.58 1635
30 10.78 10.78 9.41 6.60 30 15,17 14.06 11.21 8,36 30 16.80 16.36 l◄.◄l 12.◄6 30 17.93 17.58 15.73 13.89
40 922 922 6.60 2.85 .. 13.69 12.16 8.36 4.'56 40 15.◄9 15.06 12.◄6 9.86 40 16.83 16.35 13.89 11.◄3 so 8.17 8.17 3.79 -so 1222 10.26 5.51 076 50 14.18 13.76 10.51 726 so 15.H 15.12 12~ 8.97
I\. 60 7.40 639 0.98 -60 10.75 8.36 2.66 -60 12.87 12.46 8.57 4.67 60 14.6◄ 13.89 10.21 6.52
' 70 ... , 4.51 --I 70 9.27 6.46 --70 1L57 11.16 6.62 2~7 70 13.55 12.66 8.36 4,06
' BO 633 2.64 --BO 7.80 4.56 --BO 1026 9,86 -4.67 -BO 12.46 11.◄3 6."2 1.60
4' X 0.032 X 1 -LB EPS PANELS 4' X 0.024 X 2 -LB EPS PANELS 4' X 0.030 X 2 -LB EPS PANELS 4' :~~./ -LB EPS P~/ <ALLOWA LEAR SPAN CH ) <ALLOWABLE CLEAR SPAN CHARTS) <ALLOWABLE CLEAR SPAN CHARTS) <ALLO WABLE CLEAR SPAN CHARTS)
NET MAX, ALLO\JABLE SPAN (FT) NET MAX, ALLO\JABLE SPAN (FT) ALLO\JABLE ALLO\JABLE
LOAD <PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF)1 L/BO L/120 L/1B0 L/240
NET MAX, ALLO\JABLE SPAN (FT) NET MAX, ALLO\JABLE SPAN (FT) ALLO\JABLE ALLO\JABLE
LOAD (PSF)1 L/80 L/120 L/180 L/240 LOAD (PSF>1 L/80 L/120 L/1B0 L/240
10 19.00 19.00 17.17 16!53 10 2050 20.50 20Jl 19.2◄ 10 21.97 21.97 21.52 20.97 10 2◄.17 2◄.17 24,17 2◄.17
20 15.01 15.01 15.01 13.95 20 19,61 19.24 17.◄9 15.74 20 20.77 20.77 19.86 18.76 20 23.64 23.64 23,41 23.11
30 12.50 12.SD 12,50 11.38 30 18.17 17.49 14.87 12.24 30 19.57 19.57 18.21 16.SS 30 22.57 22.57 21.90 21.01
40 10.97 10.97 10.97 8.80 40 16.72 15.74 12.24 8.74 40 18.36 18.36 16.55 14,3◄ 40 21.51 21.51 20.39 18.91
"° 9.92 9.92 9,4 ◄ 6.22 "° 15.28 13.~ 9.62 5.20 50 17.16 17.16 l◄.89 1.2.13 "° 20.45 20.◄5 18.88 16.80
60 9.13 9.13 7.01 3.64 60 13.84 12.2 ◄ 7,00 1.75 60 15.96 15.96 132◄ 9.93 60 19.39 19.39 17.37 14.70
70 8.52 8.52 5.58 1.07 70 12.◄0 10.49 438 -70 1◄.75 14.75 11.58 7.72 70 18.33 18.33 15.86 12.59
BO •~2 ... 3.64 -BO 10,95 8.74 1.75 -80 13,55 13.:55 9.93 ... , BO 17,26 17.26 1435 10.◄9
6' X 0.024 X 1 -LB EPS PANELS 6' X 0.032 X 1 -LB EPS PANELS 6' X 0.024 X 2 -LB EPS PANELS 6' X 0.030 X 2 -LB EPS PANELS
<ALLOWABLE CLEAR SPAN CHARTS> <ALLOWABLE CLEAR SPAN CHARTS) <ALLOWABLE CLEAR SPAN CHARTS) <ALLOWABLE CLEAR SPAN CHARTS)
NET MAX, ALLO\JABLE SPAN (FT) NET MAX, ALLO\JABLE SPAN (FT) NET
ALLO\JABLE ALLO\JABLE ALLO\JABLE
LOAD <PSF>1 L/80 L/120 L/180 L/240 LOAD <PSF>1 L/80 L/120 L/180 L/240 LOAD (PSF)1
10 23.00 2124 21,47 20.85 10 24.00 24.00 2UO 2::u2
20 18.06 18.06 18.06 18.06 20 23.34 2321 21.82 2022
30 15JJ 15J3 15.13 15.13 30 22.10 21.63 19.42 17 ..
40 13.34 13.34 13.34 13.34 40 20.86 20.00 17.Cl2 13.82
"° 12.10 12.10 12.10 10.91 so 19.62 18.47 l◄.62 10.62
60 11.17 1L17 11.17 8.◄3 60 18.38 16.89 12.22 7.42
70 10.-44 10.44 10.30 5.95 70 17.1◄ 15.30 9,82 ◄,22
BO 9.85 9.85 8.◄3 3.47 80 15.91 13.72 7,◄2 1.02
GENERAL NOTES
I, Composile panels shall be constructed using type 3003-11154 aluminum facings, I or 2 PCF ASTM C-578 carpen1er brand EPS
adhere to aluminum facings with Ashland Chemical 2020D ISO grip. Fabricmion 10 be by Elile panel products only in
accordance with approved fabrication methods.
2. Elite roof' panels mainiain a UL 1715 (int) class 'B' (cx1) rating and are NER-501 approved,
3. This specification has been designed and shall be fabricated in accordance with the requirements of the Florida Building Code
.,.. Edi1ion (FBC). cornpo,ite panels comply wi1h Chapter 7 Section 720, Chapter 8 Section 803, Class A interior finish, and
Chupler 26 Section 2603. All local building code amendment, shall be adhered 10 as required,
4. The designer shall detennine by accepted e~ineering practice the allowable loads for site specific load conditions (including
lood combinations) using the data from the ellowoble load tables and spans in this approval.
5. Deflection limits and aJlowablc spans have been listed to meet FBC including the HVHZ. In HVHZ, this product shall be used
in struc1ures "not 10 be considered living ar~" per Section 1616 unless impact resistance in accordance to the I !VI IZ
requirements ure met.
6. Safety factor of2.0 hos been used to develop nllowoble loads nnd spans from testing in accordance to the Guidelines for
Aluminum Structures Part I and confonns to the FBC Chapter 16 and 20.
7. Testing ha., been conducted in accordance to ASTM E72: Strength Test of Panels for Building Construction.
8, Reference lcSI rcpons: HETJ-05-1988, HETl-06-2104, HETl-06-2066, HETl-06-2 105, HETl-06-2067, HETl-05-1002, HETl-
06-2107, IIETl-05-1987, JIETI-06-2069, IIETJ-06-2070, HETl-06-2071, HETl-05-1994, HETl-05-1991, I LETl-06-2072,
I IETI-06-2073, IIETl-06-2074, HETl-05-1996, IIETl-05-1989, 1-IETI-05-1993, IIETI-05-1985. IIETJ-05-1995, IIETl-05-
1990. HETJ-05-1997. HETT-05-2037, HETJ-05-2029, HETI-05-2039, HETl-05-2030, HETl-05-2041 . HETl-05-2048, HETl-
05-2036, HETl-05-2031 , HETJ-05-2038. HETl-05-2065, HETl-05-2040. HETl-05-2042.
9. Linear interpolation shall be allowed for figures within the tables shown.
I 0. Panels with fnn beams shall be considered equivalent 10 similar panels without fan beams. Design professionals may include
the strenrt.th of the fan beam 10 exceed shown fiJ;mres as part of sile•specific en~ineerin11,.
10
20
30
" 50
60
70
BO
MAX,
L/80
23.93
2320
22.◄ 7
2L75
2, ..
20.29
19.57
18,84
ALLO\JABLE SPAN (FT) NET MAX, ALLO\JABLE SPAN (FT) ALLO\JABLE
L/120 L/180 L/240 LOAD (PSF)1 L/80
23.93 23.88 23.60 10 2◄.00
23.20 23.03 22.◄6 20 23.65
22.47 22.18 21.33 30 22.9◄
21,75 21.33 20.20 40 22.ZJ
21.02 20.49 19.07 "° 2L53
2029 19.6◄ 17.9◄ 60 2082
19,57 18.79 16.81 70 2Q,U
18.84 17,94 15.68 BO 19.40
SEAL JOINT 'w'ITH ' CONTINUOUS CAIA.ICING ""\,
J u u u u ~u u u u u ( Jx
0 0 0 0 (DO O O O O () 'l!li:
)0000000000( ~i'l o o o o '"""' o o o o o_J
JJUI ,,..., ~AI..U'IU~
ENGIJIEER or RECORD TD PROVIDE roR Roar COOt£CTIONS ' SUPPORTING STRUCTURE OCTAIL BY
THIS OR ANY OTHER (t-(ilNEER.
L/120 L/180
2◄.00 24.00
23.65 23.34
22.94 22'"9
2223 21.85
21.53 21.10
20.82 2036
20.11 19.61
19.◄ 0 18,87
EPS ROOF PANEL/ SPAN DESCRIPTION
L/240
23.8◄
22.8◄
21.85
20.85
19.86
18.87
17.87
16,88
Kim
DD KIM
& ASS□CIATE:S , LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 857-9955
Revm.11 Description
&:~ =~r-·
&::O=~•IUI
DRAWN SY: OVK
CHECKED BY: OYK
SCALE: AS SHOINN
DATE: 2/191'12
'c,<t "lf,i"•,,
..,Q 1,,.\CEH,!E' 4/ ' .....
DOY Pf!.
J RFG. N~R 4lli¢,W ~
~ ,, « ' ~ TE~,
'>.. .. ~,.., 6~/-
'••rt1n'1'1
.,.,.._ ... ·-----------___ ... _
Drawing No. -FL-1001
SHEET 1 OF1
'
Mr. Dan Cooke .. ~lite Alumini.µn Corpor~t1on
1801. N.W. 64th Street
Ft. Lauderdal~, Florida 33309
Thermai Resistance ~t 75 degrees F .
De~·· Mr·. Cooke: • I
~e have ·prepared the following schedule of R va1ues for Elite's
311, ,4u and 6" thick composi~e wall and roof pane_ls:
,c.:c• file
•
• I
3"
0.68
°13.05
.17
' 13. 90
• 641 MOKE~ ORNe, MIAMI SPRINGS. FlORIDA 33166
PANE:C THICKNESS
4"
0.68
17. 40'
.17
18.25
.6 II
0 ;68
26.i.0
· • 11.
TELEPHONE: (305) 883-9571 FACSIMILE: l30S} 883-9572 •
\ -.
RESA22-0011By Mike Jones at 1:51 pm, Jun 21, 2022DESIGN CRITERIA: APPLICABLE CODES, REGULATIONS & STANDARDS 1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD. 2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED. 3. ASCE 7-16 & SE17 4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 5. ACl318 CONCRETE REFERENCE MANUAL. WIND LOADS 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY 1. 2. BASIC WIND SPEED, TABLE l 609C, STA TE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1609.3.1 & TABLE 1609.3.1 EQUIVALENT BASIC WIND SPEED: 120 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: ---C 3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) ---VULT = 120 MPH & EXPOSURE=~ FOR 20 X 20 X 0.013" MESH SCREEN HORIZONTAL PRESSURES ON WINDWARD SURFACES= HORIZONTAL PRESSURES ON LEEWARD SURFACES= VERTICAL PRESSURES ON SCREEN SURFACES = VERTICAL PRESSURES ON SOLID SURFACES= FOR 18 X 14 X 0.013" MESH SCREEN, APPLIED FACTOR= .88 FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR= .6 FOUNDATION DESIGN FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION. EXISTING FOUNDATION/FOOTING UNDER CONCRETE SLAB MINIMUM 8"x8" W/ (1) #5 BAR TO BE VERIFIED BY CONTRACTOR. SEE TYPICAL FOOTING DETAILS FOR NEW FOOTING DESIGN MINIMUM REQUIREMENTS. MISCELLANEOUS 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501. l 7 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE. A SEPARATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. FASTENER SPECIFICATIONS 1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 1/4" X 3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED. 4. l"X2" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY /CONCRETE APPLICATION USE GALVANIZED 1/4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE# 14 X 2-3/4" WOOD SCREW AT 24" O.C. AND 6" FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10 X 1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE l"X2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 18" O.C. AND 6" FROM ENDS RESPONSIBILITIES 1. ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE A TT ACHED DETAILS. 3. ·FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTURALLY SOUND. 4. CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS AS PER MANUFACTURER'S SPECIFICATIONS. 5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE. SHEET NO. S/01 S/02 S/03 S/04 S/05 S/06 DRAWING INDEX [REVIEWED GENERAL NOTES PLAN/ ELEV A TIONS DETAILS DETAILS DETAILS DETAILS JOB COPY RENDERING IS NOT TO SCALE & IS JUST A GENERALIZED DEPICTION OF THE TYPE OF STRUCTURE PROPOSED PROPOSED MANSARD SCREEN ENCLOSURE SEE FOUNDATION DESIGN SHEET-01 ] Cl) >-:::) (9 z w w a::: u Cl) w I n:: I-0 _J f-_J (.) <( <{ n:: u f-z 0 (.) DESIGN DATE: REVISION 1: REVISION 2: DRAWN BY: SCALE: in en w n:: 0 0 <{ f-(.) w --, 0 n:: n. a::: N co t-o ~ ~ w 0 ;5 0) 0 0 ....--....--N N 0 z l-o w -, 0 n::: Q_ (V') (V') N N (V') _J LL QI (/)u I-<( <(w 0 (0 <(~ ~WI--(f)Z G ~ :'.5 Wo,~ ~~ 04/23/2022 DATE DATE SHEET: TCP 01 NTS
/ ~/ , , ~ ~ ~ ~ 1/ , , , , , co 2! V) r---x N co 2! V) r---x N co 2! V) r---x N co ~ V) r---x N co 2! V) r---x N ,... ....... 1 l I i ""j' • .._ I I I I I '..._ ,...,,-I I I I I '-.. I I I I I I I I I I I I I I I 2X10 SMB C.B. / / / / ~ / / / / / l/) l/) / / N N / rl ri x -, 0 x st 0 st X X st st 1X2 TYP. r 38'-0" ---/ / ALUMINUM SPECIFICATIONS 1. ALUMINUM EXTRUSIONS SHALL BE 6005 TS ALLOY UNLESS OTHERWISE NOTED. 2. ALL SELF MA TING BEAM SECTIONS ARE TO BE STITCHED WITH # 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. # 10 SCREW 6" FROM ENDS & 12" CENTER TO CENETER. 3. ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLA TES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. 5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC. 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. 7. l"X2" & l"X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY. 8. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD. 9. INSULATED PANEL OVERHANG PER PRODUCT APPROVAL 36" (MAX.) AT FRONT, 25% OF LAST PANEL WIDTH ALONG SIDES, TYP. ■ = 4X4X.125 --. 4' O"MAX -I I I I I f-------1 I I I I I I I I I I I I I I t-------1 I ' I I I I I I I I I I I I \-------\ I I '. a:i u co 2! V) 0 rl X N ' / /~,/j HOUSE WALL//// // // 1X2 4 4X 1 5 DJ DJ 4X4X.125 0..: i:'.= N X rl / / / / 4X4X.125 ----11 • -11" __ __, 0 I en N -, I / / / l/) N rl x <:t X <:t ' / rl rl I ~ rl 1 CJ) >-::::> (9 z w w 0::: 0 CJ) w I ii I-0 _J f-_J 0 <( <( O:'. 0 f-z 0 0 DESIGN DATE: REVISION 1: REVISION 2: DRAWN BY: SCALE: in Cf) w O:'. 0 0 <( f-0 w ---, 0 O:'. Cl. N <X) t--0 (") 'ti: i-..: D:'.'. w 0 <( 0 CJ) 0 0 ..-..-N N 0 z l-o w 7 0 0::: 0.. (") (") N N (") _J LL 0::: -oI CJ) 0 I-<( <Cw o en <(~ ~WI--(f)Z [5 ,-::5 W,-1-~ ~ <( 04/23/2022 DATE DATE SHEET: TCP 02 NTS
l''x2" FASTEN TO COL. I INTERNAL) w/12) # lOxl-1/2" SMS, FASTEN TO EAVE RAILS ABOVE w/# 10 1-1/'l' SMS 24" O.C. AND 6" WITHIN COL. TABLE "D" o 0 BEAM QTY/ SIZE EACH SIDE 2x3 (4)/ #12 2x4 (5)/ #12 2x5 (5)/ #12 2x6 (6)/ #12 2x7 (7)/ #12 2x8 (8)/ #14 2x9 (9)/ #14 2 X lO (9)/ #14 BEAM PER PLAN !SLOPED OR FLAT) BEAM PER PLAN NOTCHED TO RECEIVE COLUMN WITHIN SMS, !EACH SIDE) QTY/ SIZE PER TABLE "D" NOTCH PROFILE MAY VARY TO PERMIT CORRECT # SMS COLUMN PER PLAN MAINTAIN MIN, OF 5/8" SEPERATION FROM EDGE OF BEAM SMS O.C. DETAIL E -UPRIGHT TO BEAM CONNECTION SCALE: NTS MINIMUM NUMBER OF TAPCONS INTO CONCRETE & # 12 X 3/4" S.M.S. INTO UPRIGHT/ EACH SIDE OF BEAM THROUGH SECONDARY 2" X 2" X 0.125" ANGLES (SEE BELOW) 2X4 S.M.B. ( 1) 1 / 4" X 2-1 / 4" S.S. TAPCON & (2) # 12 X 3/ 4" S.M.S. 2X5 S.M.B. (1) 1/4" X 2-1/4" S.S. TAPCON & (2) # 12 X 3/4" S.M.S. 2X6 S.M.B. (2) 1 /4" X 2-1/4" S.S. TAPCON & (3) # 12 X 3/4" S.M.S. 2X7 S.M.B. (2) 1/4" X 2-1/4" S.S. TAPCON & (4) # 12 X 3/4" S.M.S. 2X8 S.M.B. (3) 1 /4" X 2-1/4" S.S. TAPCON & (5) # 12 X 3/4" S.M.S. 2X9 S.M.B. (4) 1/4" X 2-1/4" S.S. TAPCON & (6) # 12 X 3/4" S.M.S. 2Xl0 S.M.B. (5) 1 /4" X 2-1 /4" S.S. TAPCON & (7) # 12 X 3/4" S.M.S. 1 /8''x'l'x'l'x ANGLE 5032 H-32 ANGLE (2) -# 12 SMS INTO COLUMN 1 /4" MASONRY ANCHOR EACH ANGLE -EACH SIDE COL. 2-1/4" MIN. CONC.--+--~-' ANCHOR EMBEDMENT SECONDARY ANGLE 1 /4" MASONRY ANCHOR AT EACH ANGLE SELF-MATING OR / SNAP SECTION TYP. 0 /l''x'l'O.B.BASEPLATE-TYP. 1-1/4" MIN. CONC. ANCHOR EMBEDMENT SlDEVIEW FRONT VIEW NOTE 'l' MIN. INCREASE DISTANCE WHEN GREATER THAN 2x4 UPRIGHT IS USED WHERE PAYERS ARE PRESENT USE 5/16" TAPCON XL (RED HEAD MFG.) MASONRY ANCHORS TO PENETRATE UNDERLYING CONCRETE FOOTING 2-1 /4" (MIN.) l''x'l' BASE PLATE ANCHORED TO CONC w/ 1/4" MASONRY ANCHOR 6" MAX EACH SIDE OF POST AND 24" O.C. MAX \-1/4"CONC. EMBEDMENTTYP. DETAIL "B" -2"x4" OR LARGER SELF MATING UPRIGHT TO DECK DETAILS SCALE: NTS 12) # l0x'l' INTO BEAM BEAM INSTALL BRACE TO CORNER 12) # 10x3" SMS INTO SCREW BOSSES FOR EDGE MEMBER PURLIN EDGE MEMBER OR PURLIN 0.0625" 6063-T6 FLAT PLATE w/(8) # l0x.75" SMS, MIN .. 5" EDGE DISTANCE, PLATE MAY BE FASTENED INTERNALLY TO BRACE DETAIL "D" -ROOF BRACING CONNECTION SCALE: NTS FASTEN TOP OF HEADER TO INTERSECTING 'l'x'l' MEMBERw/(2) #l0SMS w/1" PENETRATION INTO SCREW BOSS OF 'l'x'Z' MEMBER -TYP. BOTH SIDES 'l'x'l' DOOR JAMB~ FASTEN HEADER w/(2) # 10x3" INTO SCREW BOSS OF HEADER ALTERNATE HEADER CONNECTION WHEN Z-BAR IS USED -FASTEN Z-BAR TO COL/HEADER AT EACH CORNER AND 18" O/C ALTERNATE BASE PLATE CONNECTION ATTACH 'l'x'l' TO BASE PLATE (INTERNAL) w/12) #l0x'l' SMS ATTACH BASE PLATE TO 'l'x'l' w/12) # 10x3" SMS INTO SCREW~ BOSS OF BASE PLATE ~ • b • b lil--+F====lii'==-==I 1/4"TAPCON IRED HEAD MFG. OR EQUAL) WITHIN 6" OF COLUMN 1-1/4" PENETRATION INTO UNDERLYING FOOTING DETAIL "F" -DOOR JAMB & HEADER CONNECTION SCALE: NTS ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2 X 2: 2" X 2" X 0.050" 2 X 3: 2" X 3" X 0.050" 2 X 4: 2" X 4" X 0.050" 2 X 5: 2" X 5" X 0.050" OPEN BACK SECTIONS 1 X 2: 1" X 2" X 0.044" 1 X 3: 1" X 3" X 0.045" JOB COPY SNAP SECTIONS 2 x 2 SNAP: 2" x 2" x 0,045" 2 X 3 SNAP: 2" x 3" X 0.050" 2 X 4 SNAP: 2" X 4" X 0.045" SELF MATING (SMB) 2 x 4 SMB: 2" x 4" x 0.046" x 0.100" 2 x 5 SMB: 2" x 5" x 0.050" x 0.116" 2 X 6 SMB: 2" X 6" X 0.050" X 0.120" 2 X 7 SMB: 2" X 7" x 0.055" x 0.120" 2 X 8 SMB: 2" X 8" X 0.072" X 0.224" 2 x 9 SMB: 2" x 9" x 0.072" x 0.224" 2 x 9(H) SMB: 2" x 9" x 0.082" x 0.306" 2 x 10 SMB: 2" X 10" X 0.092" X 0.37 4" DETAIL A ALUMINUM INTERNAL OR EXTERNAL\ RECEIVING CHANNEL w/(4) # l0x.75" INTO GIRT OR PURLIN & (2) # 14x.75" INTO BEAM OR UPRIGHT 0.062 ANGLE CLIPS MAYBE USED UPRIGHT, BEAM-SNAP,/ SELF MATING, OR HOLLOW 14) #\0xl-1/'l'SMSINTO SCREW BOSSES PURLIN MEMBER DETAIL "C" -GIRT OR PURLIN TO BEAM OR POST DETAIL SCALE: NTS 'l'x'l'x.063" -DIM. TO MATCH PURLIN SIZE RECEIVING CHANNEL~ 12) # 12 SMS INTERNAL TO EAVE RAIL 13) # 12 EACH SIDE INTO PURLIN EA VE RAIL -SEE PLAN EXTRUSION 1 x2 OPEN BACK EXTRUSION 12) # 10x2" SMS THRU lx2 INTO EA VE RAIL EACH SIDE OF COLUMN DETAIL "G" -SLOPED PURLIN CONNECTION SCALE: NTS UPRIGHT Cf) >-::J (9 z w w O'.'. 0 Cf) w I (l'. I-0 _J I-_J (J <( <{ a:: 0 I-z 0 (J DESIGN DATE: REVISION 1: REVISION 2: DRAWN BY: SCALE: in Cf) w a:: 0 0 <{ I-(J w -, 0 a:: o,_ N co r--0 ~ i-: 0:: UJ 0 c3 0) 0 0 ...---...---N N 0 z l-o w 7 0 0::: 0... (") (") N N (") _J LL O'.'. -OI (f)o I-<( <(w oc:o <(~ ~WI--(f)Z 0 ~ ::i W~I-~~<( 04/23/2022 DATE DATE SHEET: TCP 03 NTS
GIRT FASTENED INTERNALLY AT EACH END w/ # I 0xl .5" EACH SCREW GROOVE. FASTEN TO BEAM w/ 'l'x'l"xl/8" ANGLE (2) # 12 SMS INTO BEAM & (2) # I0xl.5 THRU ANGLE INTO GUTTER WHERE NO GIRT IS PRESENT, ATTACH ANGLE DIRECTLY TO GUTTER 'l'x'l'x I /8" ANGLE w/(2) # 12 SMS EACH LEG CLOSE BOTTOM OF_/ BEAM WHEN TRIMMED .044 RECEIVING CHANNEL, FASTEN w/(2) # 12 SMS EACH SIDE OF BEAM l''x5''x2" WIDTH EXTRUDED GUTTER BRACKET (THICKNESS OF LEG@ WOOD SCREW SHALL BE 0.125" MIN., LONG LEG SHALL BE 0.07'l' MIN.) @ EACH BEAM w/(2) # 12x3/4" SMS@ I" SPACING INTO GUTTER LIP. FOR BEAMS ABOVE 2x8 INSTALL GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 'l' GUTTER BRACE AT EACH BEAM LOCATION. FOR BEAM OVER 2x5 EXISTING HOST STRUCTURE (DESIGNED BY OTHERS) (2) # 14 WOOD SCREWS@ I" SPACING@ EACH GUTTER BRACKET & (I)@ 18" O.C. MAX. MIN. EMBEDMENT SHALL BE 'l' .044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER INTERNALLY w/(2) # 12 SMS ALTERNATELY 2x2xl/8" ANGLE BELOW GIRT, (2) # 14 SMS INTO BEAM & (2) #12 SMS INTO STRUCTURAL GUTTER SIDE VIEW OPTIONAL GIRT # 10 SMS WITHIN 6" &@24"O.C. MAX.~ 2x2xl /8" ANGLE_/ EA. SIDE OF BEAM w/(2) # 12 SMS EACH LEG EACH SIDE TOP VIEW DETAIL "H" BEAM TO GUTTER CONNECTION SCALE: NTS 0 0 0 0 FASTEN GUTTER TO FASCIA w/ #14x'l' WOOD SCREW 18" O.C. (2) # 12 SMS (2) # 14x'l' WOOD SCREW @ !"SPACING FASCIA ('l'x6" MIN. EXISTING) STRUCTURAL GUTTER r F o 1-o NOTE F INSTALL FASTENERS ALONG PERIMETER OF GUSSET -BEAM JOINT 3/8" MIN, FROM EDGE. FASTENERS MAY BE STAGGERED TO INSURE PROPER QUANTITY PER TABLE B-1 FASTENER PATTERN MAY APPEAR DIFFERENT FROM ILLUSTRATION. ' MAINTAIN I /'l' SEPARATION BETWEEN FASTENERS. MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM BEAM JOINT OR EDGE OF BEAM LAP FASTENERS MAY BE EVENLY SPACED AROUND EDGE OF GUSSET WITHIN 3/8" OF BEAM JOINT. FASTENERS MAY BE STAGGERED TO INSURE PROPER QUANTITY PER TABLE B-1 F F BEAM SIZE 2x4 2x5 2x6 2x7 2x8 2x9 2x 10 3/ l 6"-5052-H32 GUSSET INTERNAL OR EXTERNAL 2 x 10 SMB ILLUSTRATED TABLE B-1 COL. TO BEAM BEAM TO BEAM QTY SMS/ QTY SMS/ SIDE Of COL. EA. FACE/SIDE (5) #12 (9) #12 (5) #12 (9) #12 (7) #12 (9) #12 (10) #12 (10) #12 (12) #12 (14) #12 (14) #14 (14) #14 (16) #14 (15) #14 DETAIL "K" GUSSET CONNECTION SCALE: NTS .050'' GUTTER STIFFNER" FASTEN TO FASCIA w(2) # l 2x'l' WOOD SCREW FASTEN TO GUTTER w(2) #12SMS --0 0 GUTTER BRACE WHEN BEAM & PURLIN HIT ON CORNER -FASTEN OUTSIDE OF /BEAM & PURLIN w/ I /8''x'l'x'l' ANGLE & (4) # 12 SMS EACH LEG ~FASTEN INSIDE CORNER (BEAM TO PURLIN) w/ I /8"x2''x2" ANGLE w/(2) # 12 SMS INTO EA. MEMBER (BEAM & PURLIN) DETAIL "M" BEAM & PURLIN TO GUTTER CONNECTION SCALE: NTS 'l'x'l'xl/8" ANGLE w/(2) # 12 SMS EA. LEG I /8''x2''x4" STRAP (2) # 12 SMS INTO BEAM (2) # 12 SMS INTO GUTTER (2) #12 SMS 'l'x'l'xl/8" ANGLE w/(2) m>as" "G ~ SMB SIDE VIEW GIRT FASCIA o GUTTER BRACE (2) #12SMS GIRT 0 0 GIRT STRUCTURAL GUTTER (2) GUTTER BRACES EACH w/(2) # 12 SMS INTO GUTTER & (2) # 14 WOOD SCREWS INTO FASCIA I /8''x2''x4" STRAP (2) # 12 SMS INTO BEAM (2) # 12 SMS INTO GUTTER STRUCTURAL GUTTER TOP VIEW DETAIL "L" CORNER CONNECTION SCALE: NTS (9) # l 4x3/4" SMS PERIMETER FRAMING JOB COPY / I /8" STAINLESS STEEL BRAIDED CABLE DETAIL "1-2" CABLE CONNECTION AT CORNER SCALE: NTS 3000 PSI CONC. 6x6-10xl0 WWM OR FIBERMESH 3000 PSI CONC. 6x6-10xl0 WWM OR FIBERMESH 3000 PSI CONC. 6x6-10xl0 WWM OR FIBERMESH / I /8" STAINLESS STEEL BRAIDED CABLE 3" A.S.T.M. A-36 STEEL CLIP WITH (2) 3/8''x3" SLEEVE ANCHORS FOR PAVERS (2) l/4''x6"TAPCONS THRU PAVERS INTO FOOTING / I /8" STAINLESS STEEL BRAIDED CABLE 3/8" DIA x 3" EMBED CONC. SCREW ANCHOR (TAPCON OR EQUAL) / I /8" STAINLESS STEEL BRAIDED CABLE l .5"x5.5" ALUM. STRAP w/(2) 3/8" DIA. x 3" MASONRY ANCHOR (TAPCON OR EQUAL) DETAIL "1-l" CABLE CONNECTION AT FOUNDATION SCALE: NTS (/) >-::> ('.) z w w a:: 0 (/) w I [l'. I-0 ....J I-....J u <( <( Cl'. 0 I-z 0 u DESIGN DATE: REVISION 1: REVISION 2: DRAWN BY: SCALE: vi en w Cl'. 0 0 <( I-u w --, 0 Cl'. 0.. N Oc--1 ~ c--1 0 c:, ~ c--1 0 u..i ~ N co r---0 (") 'II: ~ 0::: w 0 c3 O') 0 0 ..--..--N N 0 z l-o w 7 0 0:: 0.. CV) CV) N N CV) ....J LL a:: -oI (/)0 I-<( <(w 0 (l) <(~ ~WI--(J)Z G --:'.5 w---1-~~<( 04/23/2022 DATE DATE SHEET: TCP 04 NTS
(3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST CARRIER BEAM OPTIONAL '.l'x'.l' FASTENED TO CARRIER BEAM w/(2) # l0xl-1/'.l' SMS INTO SCREW BOSSES EACH END CARRIER BEAM '.l'x'.l'x0.125" ANGLE EACH SIDE TYP. ROOF BEAM (SLOPED OR FLAT) (NOTE USE SIMILAR DETAIL FOR NOTCHED UPRIGHT CONNECTION POST l''x'.l' MEMBER FOR SCREENING VARIES HORIZONTAL BEAM ON ITS SIDE (IF REQUIRED) ~'.l'x'.l'x0.125" RECEIVING CHANNEL OR ANGLE EACH SIDE (6) # l0x0.75" SMS EACH SIDE (12) #10x0.75"SMS 2 ROWS OF (6) FOR RECEIVING CHANNEL OR (6) EACH ANGLE '.l' FOR SINGLE HORIZONTAL BEAM 4" FOR DOUBLE HORIZONTAL BEAM OR 4"x4" 6" FOR TRIPLE HORIZONTAL BEAM OR 6X6 CARRIER BEAM TO POST DETAIL SCALE: NTS MAY USE (4) #14xl"TEK IN LIEU OF THRUBOLTS OPTIONAL 1 ''x2" MEMBER FOR SCREENING # l0xl-1 /'.l' SMS@ 18" O.C. MAX CONNECTING TO l''x2'' CARRIER BEAM #l0xl-1/'.l'SMS@ 18" O.C. MAX CONNECTING TO l''x2'' POST 0 TO CARRIER BEAM 3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE) NOTE: FOR DOUBLE OR TRIBLE CARRIER BEAM, OUTSIDE WEBS SHALL OVERLAP 4x4 POST OR NOTCH POST AS ABOVE FOR 6x6 POST. ALL CASES, CONNECT USING MACHINE BOLTS DECRIBED ABOVE. ROOF BEAM TO CARRIER BEAM CONNECTION DETAIL SCALE: NTS (4) 3/8" DIA. LOTS 2-1 /4" MIN. EMBEDMENT THRU BOTTOM LEG OF ANGLE INTO CONC. (3) 1/4" DIA. MACHINE BOLTS w/ WASHERS 3-3/ 4" FROM EOG OF SLAB/ FTG. (3) 1 /4" DIA. MACHINE BOLTS w/ WASHERS (4) 3/8" DIA. LOT'S ANGLE INTO CONC. 2-1/4" MIN. EMBEDMENT\ THRU BOTTOM LEG OF 3000 PSI CONC. SLAB/ FTG. 6x6-10x10 WWM OR FIBERMESH TOP VIEW 2''x4''x0.125 ANGLE FRONT VIEW 4"x4" POST CONNECTION DETAIL SCALE: NTS NOTES: 3-3/4" FROM EOG OF SLAB/ FTG. 3000 PSI CONC. SLAB/ FTG. 6x6-10x10WWM OR FIBERMESH 2'' TOP VIEW /COLUMN PER PLAN 1 /8''x'.l'x'.l'x3-3/4" (LENGTH) ANGLE (INTERNAL) FRONT VIEW 4X4 COLUMN ALT. BASE ATTACHMENT DETAIL SCALE: NTS l. 3x3 POST TO HAVE 3/8" RED HEAD -TRUBOLT WEDGE ANCHORS (STAINLESS STEEL. PROVIDE MINIMUM 2" FROM EDGE OF SLAB AND PROVIDE MINIMUM 2" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. THREADED ROD REQUIRES 3" MINIMUM EDGE DISTANCE. 2. WHERE 4x4 POST HAVE 1/2" RED HEAD -TRUBOLT WEDGE ANCHORS (STAINLESS STEEL), PROVIDE MINIMUM 3-3/4" FROM EDGE OF SLAB AND PROVIDE MINIMUM 3-3/4" SPACING TO ANY OTHER CONNECTOR. SEE MFG. NOTES FOR INSTALLATION REQUIREMENTS. 3. WHERE PAYERS ARE PRESENT ANCHOR LENGTH SHALL BE INCREASED BY THICKNESS OF PA VER NOT TO EXCEED 2-1 /2" FOR PA VER THICKNESS MORE THAN 2-1 /2" SPECIFICATIONS SHALL BE REQUIRED. PA VERS SHALL BE BONDED TO UNDERLYING CONCRETE FOUNDATION. ROOF BEAM TO C.B. W/ 1/8" ANGLE TABLE BEAM QUANTITY/ SIZE EA. SIZE LEG TO BEAM 2x4 (4) #12 OR (2) # 16 2x5 (5) # 12 OR (3) # 16 2x6 (5) #12OR (3) # 16 2x7 (6) #14 OR (4) # 16 2x8 (7) #140R (4) # 16 2x9 (8) # 14 OR (5) # 16 2x 10 (9) #14 OR (6) # 16 1 /8''x'.l'xZ' x LENGTH CUT TO FIT ANGLE EACH SIDE OF BEAM FASTENED W/ (4) # 12x5/8" SMS TO BEAM (4) # l 2x5/8" SMS @ 3/4" SPACING TO GUTTER. WHERE GIRT PRESENT USE 1/8''x2''x'.l' ANGLE OVER GIRT AND CUT TO FIT BEOW GIRT. FASTEN EACH LEG W/ (2) #12x5/8"SMS 2''x'.l' PERIMETER (3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST CARRIER BEAM POST TOP VIEW 0 IIP"""'it,,m"'41' ....________ (3) 1 /4" DIA, MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST CARRIER BEAM 0 IIP"""'11'-"'41' /(3) 1/4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST (3) 1 /4" DIA. MACHINE BOLTS w/ 3/4" DIA. WASHERS THRU CARRIER BEAM & POST POST FRONT VIEW CORNER CARRIER BEAM CONNECTION DETAIL SCALE: NTS SEE DETAIL "H" 1/8''x'.l'x'.l' x LENGTH CUT TO FIT ANGLE EACH SIDE OF BEAM FASTENED W/ (4) # 12x5/8" SMS TO BEAM (2) 1/4" TAPCON INTO HOUSE WALL 2-1/4" EMBEDMENT MIN. ALTERNATELY RECEIVER CHANNEL MAY BE USED IN LIEU OF 1 /8" ANGLE EA. SIDE FOR GUTTER ""'"'mes.\ EXISTING HOST STRUCTURE (DESIGNED BY OTHERS) BEAM PER PLAN SIDE VIEW CLOSE TOP OF BEAM WHEN TRIMMED .044 RECEIVING CHANNEL, FASTEN w/# 12 SMS EACH SIDE OF BEAM BEAM TO GUTTER/HOST CONNECTION DETAIL SCALE: NTS Cl) >-::) (9 z w w et: 0 Cl) w I Cl'. I-0 ....J I-....J u <( <( Cl'. 0 I-z 0 u DESIGN DATE: REVISION 1: REVISION 2: DRAWN BY: SCALE: ui (fJ w Cl'. 0 0 <( I-u w -, 0 0:: a.. UJ ~ N co ,.._ 0 (") 'II: ~ UJ () <( () O') 0 0 ..--..--N N 0 z l-o w -, 0 0::: 0... (Y) (Y) N N (Y) ....J ll. et: -QI C/)0 I-<( <(w om <( 5:2 ~WI--Cl)Z [5 .-:5 w.-I-~~<( 04/23/2022 DATE DATE SHEET: TCP 05 NTS
2"x2"x.063" -DIM. TO MATCH PURLIN SIZE RECEIVING CHANNEL (2) # 12 SMS INTERNAL TO EAVE RAIL (3) # 12 EACH SIDE INTO PURLIN # 14x4",5" OR 7" S.M.S. w/ 1-1/4" 0 FENDER WASHER / AND NEO-PRENE GASKET @ 12' O.C. '-CARRIER BEAM "'-PER PLAN PURLIN TO CARRIER BEAM + SOLID ROOF CONNECTION SCALE: N.T.S. CARRIER BEAM --+-PER PLAN 3X3 OR 4X4 --+--POST PER PLAN (2) 3/8" DIA. MACHINE BOLTS THRU CARRIER BEAM &POST BEAM TO POST CONNECTION # 1 DETAIL SCALE: N.T.S. CARRIER BEAM --.:,:=i;~, PER PLAN 3X3 OR 4X4 POST PER PLAN (2) 3/8" DIA. MACHINE BOLTS THRU CARRIER BEAM & POST # 14x4",5" OR 7" S.M.S. w/ 1-1 / 4" 0 FENDER WASHER AND NEO-PRENE GASKET @ 12' O.C. #12 X 9/16"W/ 5/8" NEO-WASHER (3) PER PAN FOR PANS 3X3 OR 4X4 POST PER PLAN #101-1/Z'SMS 24"0.C.AND 6" WITHIN COL. ROOF PER PLAN POST 2"x2'x.063" -DIM. TO MATCH PURLIN SIZE RECEIVING CHANNEL (2) # 12 SMS INTERNAL TO EAVE RAIL (3) # 12 EACH SIDE INTO PURLIN PURLIN TO 3" INSULATED ROOF CONNECTION DETAIL SCALE: NTS l"x5"x2" WIDTH EXTRUDED GUTTER BRACKET (THICKNESS OF LEG @ C.B. SCREW SHALL BE 0.125" MIN., LONG LEG SHALL BE a.on· MIN.) @ EACH BEAM w/(2) # 12x3/4" SMS@ 1" SPACING NOTE: FOR BEAMS ABOVE 2x8 INSTALL EXTRUDED OR BRAKE-FORMED ROOF HEADER OR RECEIVING CHANNEL (0.044" MIN. THICKNESS) WITH MIN. 1-1/2' BEARING LEG. W / # 12x3/4" S.M.S. W/ INTEGRAL 3/4"0 WASHER AND NEOPRENE GASKET\ @ 12' 0.C., TOP & BOTTOM (2) # 12x3/4" SMS @ 12' 0.C. INTO BEAM PER PLAN / INTO GUTTER LIP. (2) # 14 SMS OT TEK SCREWS@ 1" SPACING @EACH GUTTER BRACKET & (1)@ 18"0.C. MAX. (SEE NOTE) GUTTER BRACE AT MIDPOINT BETWEEN BEAMS & INCLUDE 2" GUTTER BRACE AT EACH BEAM LOCATION ROOF PER PLAN , 'FOR 2X9 AND 2X 10 SIDE VIEW USE # 14 INTO BEAM & (3) 1/4"TAPCON INTO HOST 2-1 /4" MIN. GIRT FASTENED INTERNALLY AT EACH END w/ # lOxl .5" EACH SCREW GROOVE. FASTEN TO BEAM w/ 2'x2'"xl/8" ANGLE (2) # 12 SMS INTO BEAM & (2) # 10xl.5 THRU ANGLE INTO GUTTER WHERE NO GIRT IS PRESENT, ATTACH ANGLE DIRECTLY TO GUTTER FOR BEAM OVER 2x5 .044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER INTERNALLY w/(2) # 12 SMS ALTERNATELY 2x2x 1 /8" ANGLE BELOW GIRT, (2) # 14 SMS INTO BEAM & (2) # 12 SMS INTO GUTTER CARRIER BEAM PER PLAN FASTENED TO POST W / (2) 3/8" DIA. MACHINE BOLTS THRU CARRIER BEAM & POST NOTE: ROOF MAY SLOPE EITHER DIRECTION JOB COPY 2"x2'x0. 125" ANGLE EACH SIDE TYP. ROOF BEAM {SLOPED OR FLA TJ (NOTE USE SIMILAR DETAIL FOR NOTCHED UPRIGHT CONNECTION TO CARRIER BEAM ROOF BEAM TO C.B. W/ 1 /8" ANGLE TABLE BEAM QUANTITY/ SIZE EA. SIZE LEG TO BEAM 3/4" SMS SEE TABLE FOR QUANTITY (TYP. EACH SIDE) 2x4 (4) # 12 OR (2) # 16 2x5 (5) # 12 OR (3) # 16 2x6 (5) #l20R (3) # 16 2x7 (6) #14 OR (4) # 16 2x8 (7) #14 OR (4) # 16 2x9 (8) # 14 OR (5) # 16 BEAM TO POST CONNECTION #2 DETAIL SCALE: N.T.S. ROOF PANEL TO CARRIER BEAM W / GUTTER + ROOF BEAM CONNECTION SCALE: N.T.S. ROOF BEAM TO CARRIER BEAM CONNECTION DETAIL SCALE: NTS 2x 10 (9) # 14 OR (6) # 16 EXISTING HOST STRUCTURE (DESIGNED BY OTHERS) (2) #14 WOOD SCREWS@ 1" SPACING @ EACH GUTTER BRACKET & (I)@ 18"0.C. MAX. MIN. EMBEDMENT SHALL BE 2'' 2'\<6" NOMINAL STRUCTURAL FASCIA MIN. 1 "x5'\<3" WIDTH EXTRUDED GUTTER BRACKET {THICKNESS OF LEG @ WOOD SCREW SHALL BE 0.12S' MIN., LONG LEG SHALL BE 0.072'' MIN.) @ 24" O.C. w/(2) # 12x3/4" SMS@ 1" SPACING INTO GUTTER LIP # l2xl /2" S.M.S. W/ INTEGRAL 3/4"0 WASHER AND NEOPRENE GASKET @ 12" O.C., TOP & BOTTOM EXTRUDED OR BRAKE-FORMED ROOF HEADER OR RECEIVING CHANNEL (0.044" MIN. THICKNESS) WITH MIN. 1-1/2" BEARING LEG. FOR COMPOSITE PANELS: (2) # 12 X 9/l 6'~MS THROUGH RECEIVING CHANNEL @ 12'' O.C. ROOF PANEL ATTACHMENT -STRUC. GUTTER FACE DETAIL SCALE: N.T.S. EXISTING HOST STRUCTURE {DESIGNED BY OTHERS) (2) # 14 WOOD SCREWS@ I" SPACING @ EACH GUTTER BRACKET & (1)@ 18"0.C.MAX. MIN. EMBEDMENT SHALL BE 2'' 2'\<6" NOMINAL STRUCTURAL FASCIA MIN. 'NOTE: PANEL MAY SLOPE EITHER DIRECTION 1 '\cS\<3" WIDTH EXTRUDED GUTTER BRACKET {THICKNESS OF LEG @ WOOD SCREW SHALL BE 0.12S' MIN., LONG LEG SHALL BE 0.072'' MIN.) @24"0.C. w/(2) #12x3/4"SMS@ 1" SPACING INTO GUTTER LIP SIDE VIEW 3" INS. ROOF # 14x4" S.M.S. w/ 1-1/4" 0 FENDER WASHER AND NEO-PRENE GASKET@ 12' O.C. ROOF PANEL A TT AC HM ENT -STRUC. GUTTER LIP DETAIL SCALE: N.T.S. (f) >-::::> (9 z w w O'.'. 0 (f) w I ii f-0 _J I--_J 0 <( ~ a:: 0 I--z 0 0 DESIGN DATE: REVISION 1: REVISION 2: DRAWN BY: SCALE: iJj (fJ w a:: 0 0 ~ I--0 w ---, 0 a:: Q_ N 0 ~ c-.., 0 c-.., i c:, c-.., I'--u..i ~ N co l'-0 CV) 'II: ~ w () c3 O') 0 0 ...--...--N N 0 z l-o w -, 0 O'.'. 0.. (") (") N N (") _J LL O'.'. -oI (f)o f-<( <(w om <(~ ::::s:::wf--(f)Z r5.-::s w .-f-::::s::: ~ <( 04/23/2022 DATE DATE SHEET: TCP 06 NTS
f yl:li'Revision Request/Correction to Comments ALL INFORMATION
IliI5
r HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
0/1`-)"Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT `ESA«-001
Revision to Issued Permit OR Corrections to Comments Date: Con 5/
Project Address: 1'/i/ St A d cel 5 1) Q..
Contractor/Contact Name: C IT rf Cat 4-e I1 Ca rt{'Qt c f Pia n GQ t,, 1 4--
Contact Phone: —73 41' 99Q- g-`, 13 Email: ` ii Br,` i di . . di -
Description of Proposed Revision/Corrections:
P.Q4) Sed fie-;90- Inc b‘etail e
151 (
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Shdt. i r?i ems,yl nte.--#1-ur. da-)—(1 z ( Lo mpo 5:tv_ ray
I Q1ac lj,ag t affirm the revision/correction to comments is inclusive of the proposed changes.
printed name)
Will pr sed revision/corrections add additional square footage to original submittal?
116
d
Yes (additional s.f.to be added:
Will pr sed revision/corrections add additional increase in building value to original submittal?
Yes (additional increase in building value: $ Contractor must sign if increase in valuation)
Signature of Contractor/Agent:
Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
By Mike Jones at 1:58 pm, Jun 21, 2022
50.00
ALU NUM TIONS
I.ALUllMINUM EXTTRUSIAONS SHALL BE 6005 TS ALLOY UNLESS
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KICKPLATES(SHALL BE AN INDUSTRY STANDARD OF 0.024 U < 'Z-
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6.SCREENMATERIAL SHALL BE 18/14SCREEN UNLESS
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7.1"X7&173"NON STRUCTURAL MEMBERS MAY BE USED 11111 iI lIIII"` 6INTERCHANGEABLY. r-8.DOOR LOCATION MAYBE DETERMINED/RELOCATED BY
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V O REVISION'', DATE
1X2 TYP. REVISION 2: DATE 5e/7/
k 3$'-0" I DRAWN BY: TCP OLSCALE: NTS
By Toni Gindlesperger at 2:39 pm, Jun 16, 2022
1:55 pm, Jun 21, 2022
By Mike Jones at 1:56 pm, Jun 21, 2022
FOUNDATION DESIGN XL0I 011111111,1/o,I.PROPOSED I2XI2"RIBBON FOOTER WI(2)MS REBAR CONT. COLUMN Xs {'k ep /i, SE
EE SFIERI/02 VV\ I,I-N2.11)PROPOSED 24'X24"X24`ISOLATED FOOTER W/131 NS REBAR FOR SAC wEACHWAY3000P51W/FIBERMESH
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OPIIONAI MICK FOR SURFACE MOUNT POST: Q•O N U. 6'
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1 I—T-1 2cX21 X2CBOLATED 2 p WTHEFOLLOWINGSPECIFICATIONSAREAPPLICABLETOTHISPROJECT: CONCRETE FOOTRIG OPTION 2 ILL t. 4 FI,WHERE CONCRETE SPECIFICATIONS ARE REQUIRED,WHETHER IN WI#5REBARS EACH FOR FMe oED MOWTPOSE 0 Fa- •jam ZTHESCREENENCLOSURESCOPEORNOT,BY ONE OR MORE I? !•' WAY 16 TOTAL) 1L)r5 MBAR THROUGHCOL. N Q
REGULATORY AGENCY,THE FOLLOWING SPECIFICATIONS ARE F4N
APPLICABLE: Cl
a.CONCRETE SHALL CONFORM TO ASTM C94 FOR THE Q(
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i.PORTLAND CEMENT TYPE I-ASTMC 150 RI r51uR R Y2//FFIInIIH11TkLTT`Y
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b.METAL ACCESSORIES SHALL CONFORM TO: 24" DAVI!,R I6 TOTAL)
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NEW SLAB AREAPERMITTED. Y O 6d.PREPARE&PLACE CONCRETE PER AMERICAN CONCRETE NOTE:AU.MAY NOT APPLY L J —I 0 co-INSTITUTE MANUAL OF STANDARD PRACTICE,PART I,2.&3 JOT mINCLUDINGHOTWEATHERRECOMMENDATIONS. LLI LL LO.Ce.MOIST CURE OR POLYETHYLENE CURING PERMITTED.ZI.PRIOR TO PLACING CONCRETE.TREAT THE ENTIRE SUBSURFACE I- W CD a)AREA FOR TERMITES IN COMPLIANCE WITH THE FBC.FOR RISK co _ I--Co CCATEGORYII,III,&IV STRUCTURES ONLY. c I-- g.CONCRETE SUB SHALL BE PLACED OVER A POLYETHYLENE VAPOR Z C O s- CBARRIER(SLAB ONLY) jjj/////jj! . ., w -
CC d' 0)2.WHEN PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR Q m
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI j. HOUSE WALL
GROUT WITH BONDING AGENT
3.WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT
NDRILL&EPDXY 44%8"REBAR INTO E%.FOUNDATION EMBED
a I— 0
d"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE(OR EQUAL) C _ y
48"O.C.TYP.ALL LOCATIONS
O (0 O
ate'
4.WHEN APPLICABLE FOR NEW FOOTER TO EXISTING.DRILL&
19 TrEPDXYNEWSTEELINTOEX.FOUNDATION WITH EMBED 6"MIN 24"X 24"X 24"FOOTER dW/NON-SHRINKING SIMPSON EPDXY-TIE(OR EQUAL) in LLTYP.ALL LOCATIONS
5.WHERE PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR
SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI
GROUT WITH BONDING AGENT. I, OM o6.MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE 1.1 ZNOTED.
MASONRY SPECIFICATIONS 12•-0" 1...11
V
I.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD
F
Q W
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED 3/ OPTIONAL BRICK
OIL
MORTARR
S MORTAR. O% PAVER DECK N I 1:'' C7
2.ALL SHALL BE TYPE M OR S.
3.ALL GROUT SHALL I MINIMUM AND HAVE jMAXIMUMCOARSEAGGREGATESIZEOF3/B".
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS SO"IN
HEIGHT.jCTOTINCLNOTES
I.PROVIDE 1-I/2'COVERAGE TOP,SIDES,BOTTOM AND 1"BETWEEN 12"x12 RIBBONADJACENTREBARPS.
2.PROVIDE N.3"COVERAGE OF REBAR FOR ALL CONCRETE IN
U
FOOTING En yyMI
CONTACT WITH THE EARTH.
CN,
S3.FOOTING CONCRETE SHALL BE MIN.3000 PSI AT 28 DAYS J4.FOOTING REINFORCEMENT SHALL BE MN.GRADE 60 j U` EL5.PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE TO
W 0 UCITY/CO.REQUIREMENTSLU
6.PROVIDE 2500 PSF BEARING(TYPICAL)UNDER FOUNDATION7.SEE GENERAL NOTES ABOVE FOR TYING INTO EXISTING FOUNDATIONS
O
B.SEE GENERAL NOTES ABOVE FOR ADDITIONAL CONCRETE Q mINFORMATION8SPECS.
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FOUNDATION PLAN : NTS 1 U Y Q
DESIGN DATE: BMIY1022
REVISION I: DATE
REVISION 2: DATE SHEET:
DRAWN 57 "rep03SCALENTS
By Toni Gindlesperger at 2:39 pm, Jun 16, 2022
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NOTE.PANEL MAY SLOPE EITHER DIRECTION
I'50)3"WIDTH EXTRUDED GUTTER BRACKET Cl)
THICKNESS OF LEG V WOOD SCREW SHALL BE_ M
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DETAIL SCALE:N.T.S. DETAIL SCALE:N.T.S.DESIGN DATE: 04/ 23/2022
REVISION 1: DATE
REVISION 2: DATE SHEET:
DRAWN BY: TCP 06SCALE: NTS
By Toni Gindlesperger at 2:39 pm, Jun 16, 2022
rlLAiik Revision Request/Correction to Comments ALL INFORMATION
Is HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:RESAZZ—UO(
Revision to Issued Permit OR Corrections to Comments Date: /ZZ z Z
Project Address: / //1
Contractor/Contact Name: C/ILL U'/ IDEL—
Contact Phone: 7H-7e2 —3.rt ce;) Email: /NFO p CALL'1-74E'Z€ccC-e(i75, cc fes
Description of Proposed Revision/Corrections:
fi c ' 1-r
affirm the revision/correction to comments is inclusive of the proposed changes.
printed name)
Will proposed revision/corrections add additional square footage to original submittal?
No Yes (additional s.f.to be added:
Will proposed revision/corrections add additional increase in building value to original submittal?
No *yes (additional increase in building value:$ Contractor must sign if increase in valuation)
Signature of Contractor/Agent:
Office Use Only)
Approved Denied Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
Department Review Required:
Building
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities
Public Safety Date
Fire Services Updated 10/17/18
By Mike Jones at 2:29 pm, Jun 27, 2022
50.00
HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT
The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your
residence. The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the various
sunroom category requirements. There may be restrictions on the use of your present home depending on the category
of sunroom you are installing.
The property owner is hereby notified that should any form of temperature control system be added to a Category I, II, or
III Sunroom or the removal of the doors separating any Category I thru IV Sunroom from the host structure occur,the
room shall become non-compliant and must comply fully with all of the requirements for habitable/conditioned spaces as
mandated by the Florida Building Code,The Florida Model Energy Code and State Statutes.
OWNER
I have read this complete form and understand I am receiving a Category ' Sunroom.(I-V)
Printed Name+6u ndy I k Address 1911 cl e4 t2 dr /10.24.i. L lei,
Signed: J,J
JJ
y
f
Date: bit / Q
m3.
31-
e this 21 day of J U/rE 2022 in the County ofDuval,State of Florida,has personally appeared
ldherein byhimself/herself and affirms all
tSfaen'/and declarat' ns herein are true and accurate,
Notary Public at ge,State of FL County of 1:::01A/A1.— r Michaeal D`ebt
Personally Knorr or Produced Identification 0 a,
r GG33E238
ID Type c , a! i s:Iia 23,2023
y%;, •`= Bonded Thru aron otary
Sunroom and Screen Enclosure Requirements
Category I II III IV V
Habitable
No No Yes YesSpace
Foundation Walls<200plf can Walls<200plf can Walls<200plf can Walls<200plf can Walls<200plf can
have 8"Wx12"D have 8"Wx12"D have 8"Wx12"D have 8"Wx12"D have 8"Wx12"D
ftg or 3-1/2"slab ftg or 3-1/2"slab ftg or 3-1/2"slab ftg ftg
if no concentrated if no concentrated if no concentrated
load>7501b load>750lb load>750lb
Exit Lighting Not Required Required Required Required Required
Interior Electric Not Required Not Required Not Required Required RequiredOutlets
Emergency Egress from exist. Egress and Exit Egress and Exit Egress and Exit Egress and Exit
Escape structure allowed must meet code must meet code. . must meet code. must meet code.
Openings if open to Other resistance Other resistance Other resistance
atmosphere or requirements for requirements for requirements for
considered forced entry, air forced entry, air forced entry, air
screen enclosure leakage and leakage and leakage and
and has screen water penetration water penetration water penetration
door leading also apply. also apply. also apply.
away from
residence.
Misc.Window Host structure Removable Removable Host structure Host structure
and Door windows/doors windows allowed windows allowed windows&doors windows&doors
Requirements shall not be in sunroom. Host in sunroom. Host shall not be may be removed.
removed. structure structure removed.
windows/doors windows/doors
shall not be • shall not be
removed. removed.
Wind Borne
Debris Opening Not Required Not Required Not Required Required Required
Protection
Energy Sheets Not Required Not Required Not Required Required Required
1
By Mike Jones at 2:30 pm, Jun 27, 2022
AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE
TO: Building Inspection Department,City of Atlantic Beach, 800 Seminole Road
Home Owner: W ft'dit 1 k
Name
1a1I .Jct Oa 1,‘ it
Street Address
IaKh c &c4t FL 3:3
ity. State and Zip Code
Contractor: Call %ie ,f refH 4 1 .i
Permit Number RE-'i4 as–00/ I
U
As the Contractor for the proposed new structure located at the above address,I have personally viewed
with the above named home owner those portions of the existing structure on which portions of the
proposed new structure are to be attached for structural support.I am confident that the drawings and
details included with this permit application depict the existing conditions ofthe host structure,and the
members of the existing structure upon which the new structure are to be attached are sound with no rot
or deterioration. The home owner has been advised by me that, in my best judgment based on experience
and knowledge of structural adequacy,the members of the existing structure upon which the new
structure are to be attached are sound with no rot or deterioration and will support all structural loads and
forces imposed on them.By signing below,I hereby declare that I will hold the City of Atlantic Beach
harmless and release it from any responsibility and liability for any adverse consequences or failures
resulting from this work,and further that I will not initiate,execute or enjoin any legal action against the
City of Atlantic Beach for such consequences or failures.
A copy of this document will be recorded as an official record with the Building Inspection
Department permit history so that any and all future buyers/owners of this property may be made
aware of the status of work performed on this structure.
Signed (,jZhil / Date !p / .21/ zoo
Before me this 2 day of JIJiJ6 .2022
In the County of Duval, State of Florida,has personally appeared
was
VE/41t. gra K herein by himself/herself and
17, 4r4
Affirms all statements and declarations herein are true and accurate.
3 '
ftstioV
Ae;4:04a,o04a7 amo
vog
Notary Public at Lar_g9, State of FL County of )l)V[L a•Ns m
Personally Known or Produced Identification 4 t1
ID Type IC
sv' Q
F:building/affidavit for attaching a new structure to an existing structure.docx Z N -,4•9;•9
en. tis .sr co fi
By Mike Jones at 2:30 pm, Jun 27, 2022