Permit Bldg Screen Enclo 611 Paradise Ct 2010 A x w f 4 CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH, FL 32233
INSPECTION PHONE LINE 247 -5826
Application Number 10- 00001485 Date 12/22/10
Property Address 611 PARADISE CT
Application type description RESIDENTIAL ALTERATION
Property Zoning TO BE UPDATED
Application valuation . . . 2137
Application desc
add screen enclosures to existing slab
Owner Contractor
IMPACT ENCLOSURES INC
1242 NANTUCKET AVE
ATLANTIC BEACH FL 32233
(904) 346 -1112
Permit BUILDING PERMIT
Additional desc .
Permit Fee . . . 65.00 Plan Check Fee . . 32.50
Issue Date . . . Valuation . . . . 2137
Expiration Date . 6/20/11
Special Notes and Comments
*2007 FLORIDA BUILDING CODE W/2009 REVISIONS
NATIONALELECTRIC CODE
Other Fees STATE DCA SURCHARGE 2.00
STATE DBPR SURCHARGE 2.00
Fee summary Charged Paid Credited Due
Permit Fee Total 65.00 65.00 .00 .00
Plan Check Total 32.50 32.50 .00 .00
Other Fee Total 4.00 4.00 .00 .00
Grand Total 101.50 101.50 .00 .00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
SUNROOM, SCREEN ENCLOSURE, AND /OR SCREEN ROOM AFFIDAVIT
CITY OF ATLANTIC BEACH
JOB ADDRESS: ( // Pehretc4se.._ - PERMIT #
INSPECTION REQUEST PHONE LINE (904)247 -5826
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, - = • 'da Model Energy Code and State Statutes.
reen Room, Sunroom and Screen Enclosure Requirements
Category I II III IV V
Habitable Space I No No No Yes Yes
Foundation ■ alls <200plf can Walls <200plf can Walls <200plf can Walls <200plf can have Walls <200plf can have
ave 8 "Wx12 "D ft: have 8 "Wx12 "D fig have 8 "Wx12 "D ftg 3 "Wx12 "D ftg 8 "Wx12 "D ftg
o 3 -1/2" slab if no or 3 -1/2" slab if no or 3 -1/2" slab if no
‘co 1 centrated load concentrated load concentrated load
7 • lb >7501b >7501b
Exit Lighting . Requir; : Required Required Required Required
Interior Electric of Required Not Required Not Required Required Required
Outlets
Emergency Escape.Egress om exist. Egress and Exit must Egress and Exit must 3gress and Exit must Egress and Exit must
Openings structure allowed if meet code meet code. Other meet code. Other meet code. Other
open to atmosphere or resistance - esistance requirements resistance requirements
considered screen requirements for for forced entry, air for forced entry, air
enclosure and has forced entry, air leakage and water leakage and water
screen door leading leakage and water penetration also apply. penetration also apply.
away from residence. penetration also apply.
Misc. Window and Host structure Removable windows Removable windows Host structure windows Host structure windows
Door Requirements windows/doors shall allowed in sunroom. allowed in sunroom. & doors shall not be & doors may be
not be removed. Host structure Host structure - emoved. removed.
windows /doors shall windows /doors shall
not be removed. not be removed.
Wind Borne Debris Not Required Not Required Not Required Required Required
Opening Protection
Energy Sheets Not Required Not Required Not Required Required Required
I hereby acknowledge that I have read and understand all the above on this Day of , .
�-.• 0 I nnO c L - LLJc k y
l nna)_
Tiome Owner's Signature Print Name /
STATE OF FLORIDA, COUNTY OF DUVAL:
The foregoing instrument was acknowledged before me this 2 O day of neCeY r , 20 10 , by
M & r ( L.a r\ a.. L4,i,c y herein by himself/herself and affirms all
statements and declarations herein de true and accurate. , n a�l�/t�c� ccis DONNA L
MY co uss�ori r oo a NOTARY PUBLIC, STATE OF FLORIDA
;te Notary u Gi Print Name: Doh n a- L. , (' r 4
❑ Personally Known/ V(d entification: D L L2-00 552 17 3 44q i
800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 PHONE (904) 247 -5826 FAX (904) 247 -5845 REVISED 1 -20 -10
0a4 City of Atlantic Beach APPLICATION NUMBER
r:s , , Building Department (To be assigned by the Building Department.)
? 800 Seminole Road
Atlantic Beach, Florida 32233 -5445
•• °• Phone (904) 247 -5826 • Fax (904) 247 -5845
„ � i)." E -mail: building- dept @coab.us Date routed: `x ��
City web -site: http: / /www.coab.us /
APPLICATION REVIEW AND TRACKING FORM
Property Address: o /I Tit 5 c, (, ent review required Ye No
_ Buildir _,
Applicant: /177p/fl / GeldSIA r tanning & Zoning )
11 //11 Tree Administrator
Project: ,;2 C; Jf �� �JV � a tot Public Works
1 Public Utilities
3 ine �,( Public Safety
Fire Services
�s� - r r�'i � rv � Y "�a i �P r�� ID � 7 '�'��.^ �� ��,4 "� � P i � � �� ,,ae � �n i
R v ew fee $ 7 ,� w' �iiar r .Dept Sig attire � � � �,�, � . fi .,
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPL CATION STATUS
Reviewing Department First Review: Approved. ['Denied.
(Circle one.) Comments:
BUILD I
PLANNING & ZONING Reviewed by: m Date: /2 )0
TREE ADMIN. Second Review: []Approved as revised. ❑ ied.
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ❑Approved as revised. ['Denied.
Comments:
Reviewed by: Date:
Revised 05/14/09
i
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TYPICAL POSTANO BEAM DETAIL • MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL
•
NOTE SEE ORAMfNG 4 FORALTHSTE DETAIL TO HOST W
SBF•IATNG SELL !i2l0.12S ANG1E CUP
SLOPED OR FIAT F
VOT111112 OEM C:NO*0 WISLITARY SMOOTH IEAL • ! HSID lAtKd WOOL
EACH I SDiOF wH4r
WHERE
MrtIHn :IeRl�ustNro
• GROW
ATTACH LLY FOR "POST 0 • ^ • 0
. FOMPOST. p • . O O ATTACi1TOSi1pFR
° MTN W (METER
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0
il l .6 0 0
. ! 2AAT O ° ' ' O O A 00 1�Er LIAM
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OF WERE . 4iiill O • IFAAI �-•�'> o FIOSTITRLICIIAIE
• TPOJTARY GIRDER
POST IFAY •
MINIMUM POST SIZE AND # OF SCREWS WINO BRACE DETAIL AT ROOF FRAMING
BEAM POST SIZE a • a>! 10 12 — A
® 6 4 4 • ®® • a e 4 IX • a'1witoIAA= 0
Milirrn® 16 a a
� ® 10 a a . COMMON
® u u to � i•
ATTACH PATH A
Mann allirgi allirrnialIMMEEM 1a 14 12 MEWLSRUSIN=
1a 14 ATTACH NtTN1A Ants cup ,
2x10 cm tx WRIER w.nR
22 ZO . to ScREVMI n+ROU nes a m r
MINIMUM SPACING AND EDGE DISTANCES 11 "'
■ at a meNro
NEST O :.: Me11t70'
•1110 # .
MINIMUM SPAgNO' 5/8' 3/4• 1
MIN. . EDGE .DISTANCE Far 3/8' 1/2' TYPICAL, FOUNDATION DETAILS CONWIJOUI PIA TYPE
MAP FOOTING OA ON GRADE Ara ow E MIMI
TYPICAL POST BASE DETAIL
uswi gvn.l *AF 1
• T NL0.123
• OFPOSTLNiHt?)II/i!N'
SCRE1MISflO1'OITA,ID 8 ISI� t.
£ �� 7 TH!' IIISR1T.
writ PRJOUS
ungsa AT MO WHIN r OF OW It.' (1) Is o01+TNUOtA r ti
POST RKWIADOITICHAlNOM NOTE*
• . FOR EACH r N Pi 1 caHCxETE SNAG. iE!!00 tit Alma CONCRETE OOIIFJLFOR REMR SHALL SE r. _l__ E F09TOEPTFI 1 REPACKSGWISSIWI SEMIS GMOEI0. WELDED NAT;E
OFFSET iiipimi 1 FROWESIMAY MW
II FAMJG
r l SW Mom wart KCMG WYSE WED FOR 1100F PADS LESS IMMO=FT
ORFOR POSTS PAN mTARY UMTHAN1S3 ET. 'L..4....
1 WWI sus noses SHAL11E SWACT%J DO: MEW
1 PRE TYPE ONS tg VE CCAPACTED CE PATH
MOUE Ei9l MAIM 8000 TO LCMG MiOIJGFIFOSTEACM Y01r
S EYIEDELINJARIMPOITMALL ISOLATED FROM ltECONtRETETO PREVENT COPROSICF1
1. MP-TAPPING SHEET METAL SCREWS &1µL SE STEEL OR rtiCA ATEM S POSTS SUPPORT,* GLMEEAM
R SS *HALL NAYE AOEOUATE CONCRETE N SQUIRE ATgNS FOR HOLD DOMM CAP,zi
0AUJICNIR WTEM J 5 ISOLATED AS A YNIYUII OP ONE CJSIC FOOT OF CONCRETE p REOUtRED FOR EACH TEN SOUARE FEET OF SCREE/LIME
REOIARE>]1tECOAeAEt1DE0 FNLCY
• TYPICAL BRACING SCHEMATIC DETAILS FOR FLAT ROOF, GABLE ROOF, AND DOME ROOF SCREEN ENCLOSURES
NQiT STRUCTURE
ATTACH/ENTITY/CAL) ROOF PLAN
BEAM yEW R OOF P PLAN
VIEW 150
150 our. ■/ yew VEW ROOF PLAN
111•• ono
or,
• �
VIEW
La1 /ACE �• ,a,, a r411•110 MN 1 1 NM
011111•4 11111111118 _•E < 0 111111111110 NM fp
(TYPICAL) 4� ENO WALL \ I ►i►vi►� �/ p( ►��� ■ri ►��BI�BIG ■/
CWURRAL ELEVATION , .1; END gIin ,f( rI ►� \ri►� � ri ����►� ■/
END 1/111 WV. \ ► ii 0111111•11101 Pi0
ELEVATION pOST 1a2BRACE ELEVATgN . ��.� ENO WALL , \.,,m p��r��� /SO
'CU/OWN /TYPICAL) ELEVATION . ���.
(typl�y 0 0.11 ♦ %r
•
NOTE ta1SCREENCNANNELISACCE PTABLETOMAME000E"B/ EILEEVAATTION
ACO(I) K-BACE OR(1) PAIR a CABLES FOR EACHtoo Both PEETOF SURFACE
TYPICAL K•BRACE DETAILS
TYPICAL CABLE BRACE DETAILS
�� RuL
111.1 FaAVE RAa
•
OO %` aa 4a0.121PA1E . 0 0 O 04
w11H (A Nrlo BaEwe O
00 O / OPOSTAPO a oECREE1 aJ4xAARansp uTE PACE •
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WV DIAMETER STAIN ESS STEEL CABLE
Oti pp
pObT SiTtaallSPLATE O
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WMPOSTANO NO
• t08T CE (2)IMOSCA SASE O O O
0000
•
OOOO ta2a0ANBMCE
ao IMTAPCCNSATBABEOFFRAME POOT
O O C'E at SASE pa
TYPICAL TWEE BRACE DETAIL AND SCHEDULE NOTE: IOU
IRACES ME KIT
OUIRELIOR
TYPICAL INTERNAL STFFENING DETAIL FOR SPANS GREATER THAN 39' - 0' �TMG BEAM TE
SLOP ®DRAT RETABLLATED
2a ASSAOGLE BPAINa
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SECTION VIEW O O 0
ili minar MEWS O O O O C?
- PRO wont .
cROOUESa 0 O '
pURLN
IQ a seiraATNO KiM
RECEIVNG CIMMNEI
POST
LAIN MAY BE 1111161111/110 I g a l a a12SAHGLE FOR TNEN .0 U
TRIM OUTSTMOIG KNEE /RACE
1Q aSEIFNAATNGIEAM LEO TO FR BEAM ' SEE TABLE FOR
WIDTH 6 . SI?EANO.
�O CONNECTOR1
MI* WAIIII
PLAN w WEE BRACE LENGTH •
ME 7.11
MINIMUM SIZE KNEE BRACE AND CONNECTION
IQ of SELF-LUTING SEAM S E TRLS OH CONNECTION
tors 2E110444 2'IFCIIANELWNTH(11B10FrLO1SIDE
103.r :a 3a0.09) rMCHANBIELVA N(3)IMOEACHSIDE
TO (. la /aoAi1 AIID TTACH EXTRUSION OVERSEWANOPOST
p N AND ANTTH
NOTE STB FENNNO NOTE ALLOWAaLE ROOF BEAM SPANS MAYBE INCREASE) BY THE WEE BRACE IDIOM F SPACES
ANGLES SWILL BE INSTALLED AT EACH ARE ON BOTH ENDS OF THE SPAN. FOR )(NEE BRACE ON ONE DC ON.Y,AN NO AAE a V2TIE
PURUN LOCATXk ALONG THE BEAALGRDEA WEE BRACE LENGTH 9 ALLOWED.
r�o
Maria Luckey & Keith Schackman
611 Paradise Ct.
Atlantic beach FL 32233
Builder: Impact Enclosures Inc
Wind Zone: 120mph
7' Exposure: B
Importance Factor: .077
27(4 SNte
t_ 1
x sn+
, 1 6 11
A: IkAgtOOgggtin
4' 6"
9 , - , P r g ,D FO - _____.
� �� � z R CODE CO
- ���� � CITY Ol e MPLIAN 1
F A r ld SEE PERMT E DI D T A O 4CH
5 Q UI RE NTS
AND C
3 1 3*4W 3 WE D BY °NDITIONS.
h
DATE/2,2
Right Elevation .
, ,,..„.
4' 6
,49:,,,
_.,
Robert Wood PE #31542
2000 Sandpiper Point
Neptune Beach, FL. 32266
Phone /Fax - 904 - 241 -2021 �Aft O 0 \
kil. TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN ANC DETAIL
NOTE SEE O MWING 4 FOR ALTERNATE OETAL HOST t 1CTll
STRAP
2.
00 I NO� Y }I �q HOST STRUCTUIE LOCATION r WOE SCHEUATIO TRH t j
-- lA AT EJ NrO SCREW 0 00W.S. • !t itQ12SANGtE
11tt>4 l0nlecPEw4
INTO REAMAND242 (PRE-0Rtg ,
IOU 54JES Of eFA1L ��
SBfdMTHGSEAM
SLOPED OR FIAT :V711111
r 11111
SEAM SEAM P , • , - Note ISM a
ti,..,
1 SUPER •
STRAP SPACL4O k1 2 t 2 ALONG SUPER • ' GI IR 14 ME SEAN SP M TN m maca ws AA
IT OA YAK &AL ��i
GUTTER RAMAT CONNECTION Pooni ` PRESSURE TREATED
SMOG
i11W'100.11014
ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 140 M:P.H.
POSTSPACING 4' -0" 5' -0" 8• -0' • EXPOSURE CATEGORY 8 • C 8 - T -0' 8' - 0" •
C 8 C 8 C 8 C
SELF- MATING BEAMS
2x4x0 044x0.100 13' -T 11'-4" 12' - 10' - 11' - 9' - 3•
E 2x5,(0 050x0:1.00 18'-0' 13' -4 "' 14'-4" 11'-11" 13' -1" 10'-11" 12'1" 10'-1" 1'-4" 9' 5" .
w, 2,(8x0 050x0.120 19-2• 18' -0" 17 14' 15' - 8" 13' - 1' 14' 1T 13' - 7" 11-4' •
2x7 c0 055,(0.120 21'-8' 18' -1" 19'-4' 16' -2" 17'-6" 14' -9" 18'4" 13'4' -15=4' 12 -9'
te. 2 30' -5' 25'-5" 27' -3" 22 -9' 24'-10" 20' -9
•
2 32 -11' 27'-8" 29'4" 2T -7" 28'41" 22' -5" 2�- " 20'4" 23'-3" 19'-5 "
24x0.0824 375' 31' -2" • 33' -5" . 27' -11' 30'-8" 25 -5' 28'-3" 23=7' 28"-5" 2r -0"
2x10,(0 093x0:389 43'4" 38'-3 38' -11• , 325' 35' 29' -7" 32 1 -11' 27'-5" 30'4' 25 =8"
SNAP EXTRUSIONS
2x2404444344 8' -4' T -5' 7' -9' 0-6* 7 8:1• 64• 5•- $•• 8'.3' • 5 -3'
2,(3x0 045x0.045 1•1'-8' 9'4' _ 10'-4" 8' -T 9'-5' • 7%10" . 8' -9"
7' - 4" 8' -2" 8' -10"
E A .: ,mu tEAMAUOy smAu. DE pumuNO, ANGLO ANO CHANNEL, ALLOY SWILL BE
General N and Design Criteria: — --
1. A screen enclosure Is deelpned:to be attached to a permanent base host structure of adequate structural capacity.
2. tho hoinkirrtieiicontractor slid verllythat the base host structure Is In good condtion and of sufllctent strength to support the proposed
addition by tilting,' professional installer.
3. The hornsormer /contractor shall hire a qual lied professional to verify the capacity of the typical details.
4. Site spect8e engknesrktp le required for structures greater than thirty Met. Roof spans greater than 9fty feet and/or conditions not
ooveredby the span tables
5. The 2007Florhda Building Cods Is the basis of design wind loading for the span tables as per .Chapter 20, Table 2002.4
S. Ma durum pudin spadng b. 7-0• for spans greater than 30 feet. Internal lateral bracing le required for stablUty.
7. hMioatein shall . be lees than or equal to 30 test The ridge of the screen enclosure sha8 not exceed the ridge height of the base m .
8. The ur. category Is per site location. 'C' for structures along the caost and'8u for all others.
9. The beeiC wind speed Is less than or equal to 160 MPH. The Importance factor Is 0.77.
10. The 'pane are based on an open building enclosure dasslhxttlon. X
11. The typical details shown are Indicative of a standard Installation. The engineer of record shall verify the adequacy of the typical details.
12. CertM.c40n extende only for the tabulated spans of the structural shapes Ilsted. The engineer 01 record shall verify ail other details 9
I.
t InOxpo4don bewail fisted member spacing Is permltled. Etdrapolation beyound the tabulated spacing la prohibited.
PROJECT ADDRESS: . - PATIO /POOL SCREEN ENCLOSURES' I .
6 . i •
• DIt11WINt310F
• - . REVISIONS • •
- COUNTY: Jiw'LL
PERMIT NUMBER: '
PROJECT DESCRI TION: .
K� � Q� f g (. ),o5dke - • I
OCCUPANCY/USE TYPE: [Z" S(NGLE FAMILY I ��
o MULTI - FAMILY - ❑ INDUSTRIAL
0 COMMERCIAL ❑ OTHER: -
CERTWICATOM EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL. SHAPES USTEO• .
TYPICAL BRACING SCHEMATIC DETAILS FOR FULL MANSARD ROOF AND HALF MANSARD ROOF SCREEN ENCLOSURES
HOST STRUCTURE
• ATTACHMENT (TYPICAL) - YEN PLAN ROOF PLAN ROOF PLAN ROOF PINT
VEIN VIEW VIEW
EW RAN i° e 0. r4
II g ► DOM ��. ga 0. •M OA p pOr, Oar, P:A1111167 WI
!� gI own,. u m Wa ■•••• NI II g ►�ii•E•4 NI y
(11 ► ALAI '''4 ova g r4uua ►� Na A
4 g i ELEVATION ,,�� ri0/ %►� oio Q11al•al0 Pi►`
O END WALL ► � � � Pi o ird e o ino
DE WALL CHAIR RAIL ELEVATION .. ..... ENDWALL \.,.F
EEVATION
POST (TYPICAL) ELEVATION 4..a, . 1701111,4*
FOlfi1DAT10N ° "•• ILL
TOPICAL)
END WALL
NOTE: Za2 SCREEN CHANNEL M ACCEPTAILETO FRAME DOOAyWp. ELEVATION
ADO () IC-BRACE OR (I) PAM OF CAMS FOR EACH 300 SQUIRE FEET OF SURFACE AREA
TYPICAL BRACING SCHEMATIC DETAIL TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES
FOR L'SHAPED HOST STRUCTURE
HOST aT1R1A;T1/E MOST STRUCTURE
ATTAGNBIT (TYPICAL) ATTACHMENT (TYPICAL)
ROOF PINT 0r, MGR HOOF PLAN 0■ ■ri &Ir
► O DEFi 01 IS P - .1:11P.50.. • ROOF PLAN 0011111►74p 0,4 ROOF PUN •tlal►i s■ IP "�'" �► I' E ' " Na gi VEIN .4011111 Na .
VEW ■a•ri •� �- � ► F l •BOriVi �a
imiti Imo gel g g 212BRACE ►iWa1► !N a �.;B::E�, V9 Am
END WALL NUM END WILL \■■, 2.2BMCE .40,20,40 K.?
END WALL ELEVATION -....-
ELEVATION -. r ELEVATION KW END WAL 00 ■ ■
2A3 DUCE
ELEVATION .7.... .. -.-
(TYPICAL/
FOUTS:MTV( (TYPICAL)
. MOTE WALL smog REQUIRED ass saw ENCUXUNE NOTE 2 A 2 SCREEN CHA NEL b ACCEPTAILE To FRAME DOORJAMBS.
Erpos MORE THAN tr•o' FROMME HOST maw. ADD( 1) K• BRACEOR( 1) PAIR OFCAU$ FOR EAOIX0SQUARE FEU OF SURF ACEMEA
ALLOWABLE SPANS FOR SCREEN ENCLOSURE ROOF BEAMS - <= 150 M.P.H.
L
BEAM SPACING 4' -0" 5'-0" 6' -0" 7' -0" 8' -0"
SELF - MATING BEAMS
2x4x0.044x0.100 17' -3" 15' -5" 14'-8" 13' -0" 12' -10"
2x5x0.050x0.100 20'4" 19' -0" 17'-6" 16' -10" 15' -0" •
2x8x0.050x0.120 24'-4" 2V-9" 19 -10" 18'-4" 17' -2". -
2x7x0.055x0.120 28'-8" 25'-8" 23'-8" 22' -0" 20' -8" NOTE: ALUMINUM SEAM ALLOY SHALL BE Co as -Tr:.
2x8x0.072x0.224 38' -6" 34' -6" 31' -5" 2W-1" 27 -3• SINS' ANGLES ANO CHANNELS ALLOY SHALL' BE Ci* -' �S
2x9x0.072x0.224 41'-8" 37' -3" 34' -0" 31'-8" 29'-6" MINIMUM THICKNESS • 0.040 INCHES. .
_. 2x9x0.082x0.310 47'-4" 42' -4" 38' -7" 35' -9" 33' -5"
2x10x0.093x0.389 50'•0" 49' -3" 44 -11" 41' -7" 38' -11"
SNAP EXTRUSIONS
2x2x0.044x0.044 10' -1" 9' -5" 8' -10" 8' -5" 8' -0" •
2x3x0.045x0.045 13' -11" 1Z-11" 1V-11" 11' -1" 10' -4"
t qq
•
1
TYPICAL SELF - MATING BEAM SIDE PLATE CONNECTION DETAIL
PATIO /POOL SCREEN ENCLOSURES 1
SELFMAtVIQ BEAM ►TALL W NOT SHORN (1) Al SOEWAT DRAWING 2. g
1 + TOP AND REVISIONS
0 0 0 0 0 0 0
0 0 0 000
0 0
• o
r MN. LRI PLATE k
ALLBAN
OM TICK BOTH
SIDES IMOI 1
(Q V/'A TAf SCREWS • 1 /1 1a
INTO EACHMOTIER " 1
BEING S
NOW DETAIL APPLIES TO GABLE, HP. DOME, ANO HANSARD CONIECfONS. PLATE MAY BE
_.] 1
WIERNAL OR EXTERNAL- USE 0.12r THICK PLATE M0112) UP SCREWS FOR 2, I. USE 01r
ma PLATE AND (II) I/N SCREWS FOR 2K 10.
CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES TASTED. !
SUNROOM, SCREEN ENCLOSURE, AND /OR SCREEN ROOM AFFIDAVIT
CITY OF ATLANTIC BEACH
JOB ADDRESS: 0 P.retC Sc �-� PERMIT #
INSPECTION REQUEST PHONE LINE (904)247 -5826
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, 11, or III
Sunroom or the removal of the doors separating any Category I thru W 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, r - , .da Model Energy Code and State Statutes.
reen Room Sunroom and Screen Enclosure Re 1 uirements
Category I II III IV V
Habitable Space No No No Yes Yes
Foundation 1 alls <200plf can Walls <200plf can Walls <200plf can Walls <200plf can have Walls <200plf can have
lave 8 "Wx12 "D ft have 8 "Wx12 "D ftg have 8 "Wx12 "D fig 3 "Wx12 "D ftg 8"Wx12"D ftg
0 3 -1/2" slab if no or 3 -1/2" slab if no or 3 -1/2" slab if no
o i centrated load concentrated load concentrated load
7 • lb >7501b >7501b
Exit Lighting . Requir Required Required Required Required
InteOut etsctric of Required Not Required Not Required Required Required
Emergency EscapeEgress'from exist. Egress and Exit must Egress and Exit must Egress and Exit must Egress and Exit must
Openings structure allowed if meet code meet code. Other meet code. Other meet code. Other
open to atmosphere or resistance - esistance requirements resistance requirements
considered screen requirements for for forced entry, air for forced entry, air
enclosure and has forced entry, air eakage and water leakage and water
screen door leading leakage and water penetration also apply. penetration also apply.
away from residence. penetration also apply.
Misc. Window and Host structure Removable windows Removable windows Host structure windows Host structure windows
Door Requirements windows /doors shall allowed in sunroom. allowed in sunroom. & doors shall not be & doors may be
not be removed. Host structure Host structure - emoved. removed.
windows /doors shall windows /doors shall
not be removed. not be removed.
Wind Borne Debris Not Required Not Required Not Required Required Required
Opening Protection q Re q
Energy Sheets Not Required Not Required Not Required Required Required
I hereby acknowledge that I have read and understand all the above on this Day of ,
, ‘10411b
a -a. f �(Yl�ri c3 L - Lac V
ome Owner's Signature (J Print Name y
STATE OF FLORIDA, COUNTY OF DUVAL:
The foregoing instrument was acknowledged before me this 2D` day of Debi r 20 1 b
M (1,r 1a Laura . L--U.G by
he rein by himself/herself and affirms all
statements and declarations herein de true and accurate. xo . ( ///D�/ I�(./`', //A - - //A
4 , � MY CO iss DO 24 NOTARY PUBLIC, STATE OF FLORIDA
q � Bond Ti , E i o ar ' 20 u�a n.� Print Name: POh n a L , (' G� �' 2�
❑ Personally Known/ Vrd entification: F D L. LZoO 55217 40 D
800 SEMINOLE ROAD, ATLANTIC BEACH, FL 32233 PHONE (904) 247 - 5826 FAX (904) 247 -5845 REVISED 1 -20 -10
AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE
TO: Building Inspection Department, City of Atlantic Beach, 800 Seminole Road
Home Owner: ,c i n C v1,� c_
Na / 7 /1'a f
Stree e�ss
i.✓�l C f 32-Z
City. State and Zip Code
Contractor: ��L `' eweiel c (ZY/ ul
Permit Number /0 - f y O
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 of the 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 st , f performed on this structure.
Signed Date /2 / 2 6 / Z /O
Before me this 44- day of De ry be ) 20 I D
In the County of Duval, State of Florida, has personally appeared
12)a„, C ' i S herein by hv:aself/herself and
Affirms all statements and declarations herein are true and accurate.
4011144a. _ y _ � o� DONNA L DAM E ta).
MY COMMISSION N DD 853524
Notary ea1y Public .ut Large, e State. of �%r -
• EXPIRES: March 30� 2013
g riot wt
a , Co unty o a . a 1 .4 Bonded Theo Notary Public Underwriters
Personally Known r Produced Identification
ID Type FDA s G 2 72-3 Si 3-q o
F: building/affidavit for attaching a new structure to an existing structure.docx 7/21/09
1.11881.1.1111.18.1118allanilitharnallaalifflailliallana"1111111114"1111111.111111111"11111111111111111111111.N44) it 11
\ ----
" 8 5 41 5 8 -. E )( g -oo
y . Y Project Data
X �} 0.
1. Wooq G
I f C" � � - Square Footage information:
,' r �O ( + Conditioned Space j3 s-3 SF
.,,�.� ;.�- � ; Uncondtioned Space SF
�t �Eb?V. b - t71' IOhl .At?bt 2 SF
> , t _ Lot Area ( 5 o p SF
c �r .. '` ' per` (Including Wetlands and
o v P ir . > �
� • Bodies of Water)
Gf�
zo 'i V Project Scope:
1.1 ^ •
SCT . ..
? uRc.41 03 V,n n i4-I Q K &1 -i b
'_1 is o . • Project Area information:
Site Area (a 5 oD SF
) I- Eovy ' 180'5 SF t SF
Driveway C002.1 SF
Lot Coverege ._ % 1 _1 o e f
r
m , a- l- s�totzN ° Struoture Height & Number of Stories:
Pccpr -tE I Mean Roof Height 1.-.. i
i VA V% ‘.1 t, A Number of Stories • t
t St tenet., %ao . 4 -
cit t Oooupanoy Class:
°t ` Residential Group R3
Q s i ❑ Appflioable Codes:
1.t. .."- `� Florida Building Cade 2004
.% .44 el o National Electrical Code 2005
�, h • National Fire Prevention Code 2001
W
4 F t t i.3 • _ R Type of Constru otion:
• tt..2 to b Type: VI
~ • : ' , o Un- protected
i ; •, N Un- sprinkled
cauc • Wind Zone information: o ` _ u�t. E 0 5E-w
c,K.
_ ; • Materials Information:
WaLK
r• • ` v • • M VI Concrete (normal weight- 28 days) 3000 psi
o • • Reinforcing bar ASTM A615, Gra
cn Welded Wire Fabric • ASTM A185
- _ Hollow Load Bearing CMU ASTM C90, Gr 1
• • ' Anchor Bolts ASTM A307 or
2 , :ts � o °: �` Welds AWS E70 or E60
Wood Members for Beams and Posts #2 SYP
1 4 k1 . -
- etBt3 Z B. S a w• 4H. 4 '8-45 '•l Wood Members for Studs #2 SPF or bette
B.Sz.
D' t ci g9 o-z • • 2• z s .oe Microlam 1.9E
Index of Drawings:
Sheet 1 . t - re I FLCYiZ 'NSr 1•Ee'(42.‘
. Sheet Z 1`1 f'1.4kNi 'FRAMly 1.4crre5 r el
Sheet '3 el-es.63 - 1 C. -,,,..-7------
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: t
_ t if .
,
fw d 61., f4,
- _ �;.4 z
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to
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•
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. 6 Lt ', 5' .!--.-. g . (if . . . . . • . . . - •:. ... ,..... •,..,, , ... ...,...,...
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„..... ..... ,
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.. _ .. .t0. -. -
7 pith_ (4t 'iIr - RIL o POST Q TPiTL
W
curn t 4 RJi1•L (If vv
CF(1 R Etta_ �ERNaL U-1P
Lt. C{}{)
• W (TH C {) 4. h . -1f
i
�•L C ttti4 I R
PALL
t
Typical Roof brace detail at Roof Framing
2x3 wind brace
Attach Internal
Clip w/ (4) tt lQx 3/4
Tees OPIPIP
2x3 continuous
top wall
Attach Purlin w/ self mating
(2) #10 x3/4 tees; beam
post beyond 't•• to each side of internal;
clip:
LIL. x. I ZS � q
A ND (z) ak 16 x- ' T - 1�
s�,F r1p,1� r� i =it�`t
E f3CM 5 IpE P PE1) 1 cot tr h-1
eotYflNuous Top (LM .1.
�4P - Po`T i QeT WIL }tom BEkw� r oe_
MAIN e-iv g^4 C r65T
111.•
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MI • &I t
2 fa l•rjry a ... •
u
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EIr -H- 5 I PE. A tetra
MAN t►�ur�t. SPACE n�Ei DEi1�1
co vnavuous lb? Kzir1 t_
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•