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315 Sailfish Dr enclose porch 2013 ��. CITY OF ATLANTIC BEACH is1 �► 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Jillt Application Number . . . . . 13-00003687 Date 11/26/13 Property Address . . . . . . 315 SAILFISH DR Application type description RESIDENTIAL ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 2287 --------------------------------------- Application desc SCREEN IN EXISTING PORCH -------------------------------------- Owner Contractor ------------- ------------------------ CARTER, JACK E LIFETIME ENCLOSURES, INC. 315 SAILFISH DR 5521 CHRONICLE COURT ATLANTIC BEACH FL 32233 JACK ONVIL E FL 32256 --- Structure Information 000 000 SCREEN IN EXISTING PORCH Occupancy Type . . . . . . RESIDENTIAL ------ -- ------------------------------------------------------------------- Permit . . . . . . RESIDENTIAL ALT/OTHER Additional desc . 32 . 50 Permit Fee 65 . 00 Plan Check Fee 2287 Issue Date . . . Valuation Expiration Date . . 5/25/14 ----------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. 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 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 ONLI' IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATEANTIC.BEACH 800 Seminole Road, Atlantic Beach. FL 322233 Office (904) ''47-58?6 Fax (904) 24 -5845- % - PermitNumber: 3� 7---- Job Address: (3i Legal Description 0 fQ vt Parcel 9 — n our Area of 5q. t. 5q. t 6 Proposed Work- heated/cooled — non-heateclicc>oled Valuation ofWork pp Class of Wor k (circle one): Additi Alteration Repair �` molition n (/ ;se of e:istirg%pro{;osed structures) (circle one): Conunercia! No 1 �S If an existing structure, is a fire sprinkler system installed`.' (Circle Ortel::4e�_ 0 4 2013 Florida ProdttCt :\pproval ' By For n1ultipie products use product approval torn: Describe in detail the t�pe of tizorl: to be performed: �fv _ - - -- ---- -- :rcr Inform on: Prune;• — . Addro- C3 � :. Ott' )r:— Contractor iili{li'n121til)": Lifetil e Enerostifl*ga 5%xCklon>!kCL Qualifvillg ->_cllt d.r --- _ ---- _- - J oh 5tt_ onto ct\"wllber �(t1Lc L' r_itiClElJn. l%e_ist: atioliMor to un? c�'. Phones �• a; *s*rx 1 l , `'a 1� k Ph l = AA1TiC BEAM_--1. TIE- aine SBE PBRMTI'S FOR ADDITIONAL _ 4 Ed i;,mh�a, and ArTD CONDITIONS. — rt_tl c f Ild�. I71C anc! A- ,,:? --- REQUI� — — / S � i ^ 11.0 ,M:ae 1r+� +4801461 - REVMWEDIY1 ElecrrrcaCTJ["01 .. Piurrrbrng, Prril,s'�: u �«'Cr�frrlitior� r ;rc. _ RD n, T�i �. q "'''v' .�i'+. .�}'-i YIN i� �` ;\�."_ q� :S' _'+ 1+>x ? ry I JB 9 L L S i 1.t YO E 3�g A g r i n)1 I ' "'r a �i ''�^ L i�A.C'J'E i3J' R Lr `�" � i,,.E D E;-1 01'-. _.. _ i t t}R" E °q-nr3' z�FAT } .a' r T. Signature of Co;-it-actor -- -- ---- lilt N ailli \ _ 2 j«o- o and su'��scr ' ed he r_ m ,;cnn d ub;cr ' o re mC ,7 — ------ ri I thi � Dav of ` this gv _ - - 40 __—Amy-GDCICwIN to ub -- tary Pub ,moo �, Notary Public State of Florida • My Comm.Expires Jun 8,2017 Revised O1?6.10 Commission # FF 001545 �''EOp��`�•• Bonded Through National Notary Assn. HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT • "+�.,. ..k;�±tC 7:it,@":,:c;.✓q:;+trek:':DC+'J>W:. The purpose of this document is to make you aware of any limitations in the enclosur ° . at in :eteI�Vrresidence. The table below, Sunroom and Screen Enclosure Requirementspprovi a ri erisunroom cate o re uirements. There ma be restrictions on the use of your resen e ca category q Y of sunroom you are installing. a __ 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 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. —OMER I I nave read this co plete ro an oder n I am re ivine a Cateeounroom.(I-v) • V �• Printed Nvamc: Address SiRncd. e _Date: Bznnre me this day OF A in the County of Duval,Stare of Florida,has personail, appeared herein by h msel he sell at', imic all i satements and deciaranons he–rea –uruCccuraw.Notar Public at Larac_Sia;�or — .Counry Persunalla Known❑or Produced Identification r� — unroom and Screen E ^3gsure Requirements Categol�.--.j V 1 Habitable �t N .v (vp 'ties Yes i I Space I � —=-----i f oundatio r Walls <200p1f can i Walls <200plf can Walls <200pif can { Walls <200p1f can i t�ialis <200pt can have 8" 4` 12"D have 8"Wx12"D have 8"Wx12"D have 8"Wx t 2"D have 8"Wx12"D I ftg or 3-1/2" slab ; ftg or 3-1/2" slab ftg or 3-1/2" slab ftg ftg I I if no concentrated if no concentrated if no concentrated 1 load >7501b load >7501b load >7501b j Exit Lighting Not Required Required Required Required j P.enuirea --I Interior Electric ti P j Outlets Not Required Not Required Not Required Required Required I Emergency Egress from exist. Ervess and Exit Egress and Exit Egress and Ex E:grzss and Exi SC�'Je Si`UCtJre ai!p'Ned j must meat Code must meet code. must mpet Code. '_IS:meet code. ;np�;ngq if Open to j Otner resistance Other resistance I _)thee reSIS`anCc requirements for ; requirements r"cf requirements for I atmosphere o` q q i considered I forced entry, air forced entry, air torted entry, air I screen enclosure leakage and leakage and lea!:age and and has screen ' water penetration water penetration rratefenetration i pe: j dpo leading ! I also apply. also apply. a!so apply. i away from i 1 residence.Misc. Window Host structure Removable Removable Host structure HOS,.struz,ture and Door j tr�indows/doors windows allowed i windows allowed windows & doors windows doors I Requirements shall not be in sunroom. Host in sunroom. Host shall not be may be removed. removed. structure structure removed. i windows/doors windows/doors '; j shall not be j shall not be removed. ; removed. VYind Borne I I I Debris Opening Not Required Not Required I Not Required 11 Required Required Protection j ESheets i Not Required Not Required Not Required Required Requir nergy ed r COPY AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN ENISTING STRUCTURE TO: Building Inspection Dep nt,City of Atlantic Beach, 800 Seminole Road Home Owner: r Name Street Address City. State and Zip Code jif�itne��• 5521 Chmnicfe Gt. Contractor: Permit Number - 6�7 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 status of w u u e. tiPa�rid, AMY GOODWIN Notary Public-State of Florida •: :•c Mall zy Comm.Expires Jun 8,201 te-/ Signed Bonded Through National Notary Assn. Before in this l�day of tit 0( In the County of Duval, State of Florida,has personally appeared herein by himself/herself and Affirms all stateme is and declarations herein are true and accurate. Notary Pub is at Large, State ofCounty oto A-u/ Personally Kno'IV or Produced Identification ID Type 7/21/09 F:building/affidavit for attaching a new structure to an existing structure.docx ` MAP 3HOTfWING SURVj Y OF: LOT 16, BLOCK 27, ROYAL PALMS UNIT TWO A. AS RECORDED IN PLAT BOOK 31, PAGES 1 THROUGH ID, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. .t YYQ iNp£y '.. .. -.,•..'_,may^_•i^P(11Yr'r'.V.ib� SECTION NO.1 SALTAIR :Y op PLAT BOOK 10, PAGES 8 & i5 FILE C LOT 580 , 5' EASEMENT �4 Al' 6WOOD e4 PENCE FOR DRAINAGE FENCE rc� y� (S 07°16'02" E 75.14') AND UTILITIES 07°18'20" E 75 5' 0.z' S' - h O.i' 1.5' 1.Y ... 4' G0 5.1 ��--GAS 4' CHAIN 10' LINK FENCE CONCRETE I j LID �r�3 PAD "FRAMEDOWN GUY 6' WOOD SHED UTILITY A�FENCE CONCRETE POLE WALKWAY 12.2' WCONCRETE CON4'R 'TR.... ........................ DOWN GUY PAD P.4T) ... w h CYj49.0' 7.7' -�2.7' 2'7 ONE STORY MASONRY of 6' WOOD RESIDENCE #315 X O1 FENCE ' ti q LOT 15 w r4 g 6.0' - LOT 17 0.8 U � p� U 2.0' ni 30.1' ao B.O.' o� 7.7' 10 o vQ ni Qv co N a o 'IJL�c�S t- "o N r4 � 4' HAINN ` FENCE LINK FENCE tij TO LINE 1 8.0' 10.6' 11.0' 25' B.R L. ... ........w'.'.'.'.' ' O' DOWN GUY �; ,...�...� 10' .....................DRIVEWAY.'.•........ � _ (87.50 ) ............. 87.45 0.2 WATER METER — - - - - ... .N..07°1 ,02„ - -7" .. - - — LIGHT POLE LIGHT POLE---gyp (75. 4..�.�..�.�....�. 4.'.)�..... UTILITY POLE _.T UTILITY POLE CABLE RISER WARNING SIGN ............ ............... 1.5 CONCRETE CURB & GUTTER SANITARY SEWER MANHOLE SAILFISH DRIVE EAST 60' PUBLIC RIGHT-OF-WAY LEGEND: o DENOTES FOUND 11Z' IRON PIPE • DENOTES FOUND 112" IRON PIPE (CA NOTES: UNREADABLE) 1) THIS IS A BOUNDARY SURVEY. ---- DENOTES OVERHEAD UTILITY LINE Z) BEARINGS ARE BASED ON THE EAST RIGHT-OF -WAY LINE OF SAILFISH DRIVE EAST AS BEING I HEREBY CERTIFY T0: N 07'16 02" W. JACK E. CARTER ND MICHEL L SMITH 3) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE ATLANTICCOAST BANK. "X" WHICH IS THE AREA OUTSIDE THE 500 YEAR FLOOD BY FLOOD MAPS REVISED APRIL 17, 1989, COMMUNITY PANEL No. 120075 0001 D. THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL 4) BUILDING RESTRICTION LINES: (B.R L.) BY PLAT. 5) ALL BEARINGS AND DISTANCES SHOWN THUS: STANDARDS AS SET FORTH BY THE FLORIDA BOARD (S 82°43'58" W 99.82') ARE BY PLAT, ALL OF SURVEYORS AND MAPPERS, PURSUANT TO SECTION OTHERS WERE FIELD MEASURED. 472.027 FLORIDA STATUTES AND CHAPTER 61017-6 FLORIDA ADMINISTRATIVE CODE. d FLORIDA REGISTERED SURVEYOR_NO.5563 0. IZEMORE AND ROBERT D. TOMPKINs •� ASSOCIATES INC. DATE: JANUARY 27, 2010 SURVEYING & MAPPING SCALE 6282 DUPONT STATION CT. E, UNIT #2 UNLESSSIT BEARS THE SIGNATURE AND THE ORIGINAL T 1" = 20' b LICENSED BUSINESS #5878 JACKSONVILLE, FLORIDA 32217 RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND L (904) 737-6767 MAPPER THIS MAP IS FOR INFORMATIONAL PURPOSES AND IS NOT VALID 3z3b71 k � U M C.2 WOZE Hz SAO q rrw E"+ n U q L—A. C� ,TING x w 'FRED RETE W 0 A U ,� WW Q4 ' 1x2x045 16" 35"+/- 43.75"+/- 43.75"+/- 43.75"+/- 43.75"+/- JOR 0 0 0 �o in 0 0 0 0 0 `n v o 0 0 0 X X X X c6 X X x x x x X OX N X X X °° X X x x x x X M N M M N T" V— N fh 2x2x045 i1x2x045 x3x090 "+/- 192"+/- Design Method: MWFRS Components & Cladding Basic Wind Speed: 120 MPH Building Category: 1 Wind Exposure: B The designs and spans shown on this drawing are based on the accepted engineering practices of the AFF Guide to Aluminum Construction in High << Wind >> Areas Carter Residence 315 Sailfish Dr. E. Atlantic Beach, FI 32233 904-868-4402 White frame screen enclosure EXI�S 24" kneewall, 20/20 Charcoal Screen COV. CON( Scale: 1/4" = 12" Contractor: Lifetime Enclosures, Inc. Jeff Briar CRCO28471 5521 Chronicle Court Jacksonville, FL 32256 904-731-5580 904-731-5750 Fax Date: Drawn By: Jim Robbins ------------ ---- 35"+/- D, LO It XX 0 x X X I X X X co ,. N L 1: Chapter 3 - Screened Walls & Balconies NOTE #1: USE 3/8"0 X 3"LONG LAG SCREWS INTO a io / WOOD HOST AND 3/8"O X Z'/a"LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1"EMBEDMENT TYPICAL)SPACING 24"O.C.AND WITHIN o 4"OF EACH PERPENDICULAR MEMBER 0 0 Z U o O O HOST STRUCTURE ELEMENTS Q E 1"X2"OB @ PERIMETER z FASTEN PER NOTE#1 J Lu FASTEN POST END PER DETAIL Cl OR ui a Q C2 ACCORDING TO LOAD CONDITION F > SPECIFIED IN POST TABLE(304) o z O ADDITIONAL GIRTS SHALL BE ADDED TO MAINTAIN A MAXIMUM VERTICAL SPACING a FOR HORIZONTALS OF 96" w r _._POSTS SIZES PER TABLE 302 BY WIND ZONE _ r KICKPLATE RAIL(GIRT) - SELECT 0 BY WIND ZONE FROM TABLE 302 ? a z_ Q POSTS SIZES PER TABLE o �—302 BY WIND ZONE z � Lu KICKPLATE RAIL(GIRT) - SELECT ? u BYWIND ZONE FROM TABLE 302 Lu z W� cn SOLID KICKPLATE(OPTIONAL) o w iy- FASTEN POST END PER DETAIL Cl OR C2 w > ACCORDING TO LOAD CONDITION SPECIFIED Lu IN POST TABLE (302) o 1X2 OB SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN TO FLOOR OR o '� O O FOUNDATION W/ 1/4"0 FASTENERS 1" `� EMBEDMENT @ 24" O.C. 2"MIN UM ~ x v TYPICAL SECTION / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF) FOUNDATION OR BALCONY AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 =Page3 Chapter 3 - Screened Walls & Balconies 2X3 COLUMN SHOWN, SIZE SCREEN (OR o COLUMN PER TABLE 302 �KICKPLATE) 0 0 2"X2"Xl/8" ANGLE EACH SIDE 2EACH #SIDE(1" O 14 CSM NEA CH zo 3/8" DIA CONCRETE ANCHOR Q W/2" EMBEDMENT(MIN.) (TYPICAL) L) 0 2"MINIMUM V) u COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 1 C1 3 LOAD CONDITION #1 E Lu Lu a z NOTES: Lu 1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION 2) CONNECTION C1 APPLIES TO SCREEN WALLS ONLY SEE C2 FOR WHEN SUPPORTING GUARDRAIL T_ 0 ¢ d 0 2X4 COLUMN SHOWN (MINIMUM SIZE SCREEN COLUMN FOR LOAD COITION #2) R ABLE 302 FASTEN SOLE TO POST USING 2 EACH #10 SMS ? ~ FROM SOLE INTO INTERNAL SCREW SPLINES OF oPOST(OR, FROM POST INTO SOLE PLATE), OR, ui FASTEN POST TO CONCRETE WITH 2" X 2' X 1/8" WITH 1" X 1" X 1/16" ANGLE 2" LONG AND 2 THICK ANGLE BY 2" LONG W/ 2 EACH #12 SMS EACH #8 SMS INTO EACH MEMBER INTO POST AND 1/4"0 CONCRETE ANCHOR W/2" c EMBEDMENT (MIN.)(TYPICAL EACH SIDE OF POST) ® ® o z"MINIMUM ED " o o71N F 0 CDCD u COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 2 C2 0� ION #2 LOAD CONDIT3 0 U �i Page 3 - 5 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 3 - Screened Walls & Balconies 1 X 2 OB @ PERIMETER i 1 a REFER TO NOTE#1- THIS SHEET o \ �\ PICKETS MAY BE 1"SQUARE � \ (ISN# 5)AT 4 7/8" (Max)O.C. o L SN# 13) \I I OR3/a"SQUARE(I AT,4-5/8"(MAX)O.C. (SEE o ��I I FASTENING NOTE BELOW) o w X1"X 1/16"ANGLES 2" LONG WITH v Lu 2-#8 X 1/2" LONG S.M.S.AT EACH LEG o � d TYPICAL EACH SIDE,TOP&BOTTOM) ¢ X11 I� - -- .� '11 NOTE#1: USE 1/4"0 X 3" LONG LAGS INTO HOST STRUCTURE ELEMENTS WOOD HOST AND'/a"0 x 21/ LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION(1"EMBEDMENT Ln Ln n TYPICAL)/SPACING 24"O.C.AND WITHIN 4"OF EACH PERPENDICULAR MEMBER w • a uj Z CONNECTION WITH EXPOSED FASTENERS Of w 71 ,A � 1 X 2 OB @PERIMETER � REFER TO NOTE#1-THIS SHEET 3 '� II LFACE # 10 S.M.S. FROM INSIDE ¢ w OF 1 X 2 OB INTO PICKETS MAY BE 1"SQUARE SCREW SPLINES OF 1 X 2 OB � N � I Y (1" EMBEDMENT MI IMU ) (ISN#5)AT 4-7/8" (Max)O.C. , OR, 3/a"SQUARE(ISN# 13) o .\ AT 4 5/8" Lu (MAX)O.C. (SEE o REFER TO NOTE FASTENING NOTE BELOW) 3 #1-THIS SHEET ? ,\ I 1"X 1"GUARDRAIL PICKETS o II FASTENED TOP AND BOTTOM W/2 v — EACH #10 S.M.S. i" EMBEDMENT o a — — cl� -- w YHOST-S! ELEMENTS i NOTE#2: IN SCREEN WALLS o _ WITHOUT GUARDRAILS, PICKETS NOT PRESENT,ALL OTHER z ATTRIBUTES OF DETAILS APPLY. o ° o CONNECTION WITH CONCEALED FASTENERS o C3 u, PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS 3 _ PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR 3/4" PICKET. .0 Page3 - 6 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2 • Chapter 3 - Screened Walls & Balconies Q --HOLLOW UPRIGHT 1"X 2-1/4"X 1/8" 1"X 1"X 1/8"ANGLES 2"LONG WITH I I RECEIVING CHANNEL 2-#10 X 1/2" LONG S.M.S.AT EACH LEG (TYPICAL EACH SIDE,TOP&BOTTOM) I I O e GIRT OR CHAIR RAIL — — — — li V I O Lu s Q IZ_ I � I I II II o II II PICKETS MAY BE 1"SQUARE(ISN#5) I I AT 4-7/8" (Max)O.C.OR,3/a"SQUARE --- I (ISN# 13)AT 4-5/8"(MAX)O.C.(SEE I I w a I FASTENING NOTE BELOW) z ---- 4-7/8" O.C.. NOTE: IN SCREEN WALLS C WITHOUT GUARDRAILS, PICKETS nNNECTION W/ EXPOSED FASTENERS NOT PRESENT.ALL OTHER w ATTRIBUTES OF DETAILS APPLY. O 4 # 10 S.M.S. FROM INSIDE FACE OF If--SELF MATING POST POST INTO SCREW SPLINES OF HOLLOW I Q GIRT(1-112" EMBEDMENT MINIMUM) I —GIRT OR CHAIR RAIL o w LU 0 -- G O I I II m II II II O PICKETS MAY BE 1"SQUARE(ISN#5) AT 4-7/8" (Max)O.C.OR, 3/a"SQUARE I I I I z (ISN# 13)AT 4-5/8"(MAX)O.C.(SEE I I o FASTENING NOTE BELOW) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS GIRT TO POST CONNECTIONS C5 0 3 PICKET FASTENING: #10 SMS BY 11""EMBEDMENT CH END FOR INTO PICKET SCREW SLOT(S), 1" PICKET, 1 EACH END FOR 3/4"PICKET. 2010 Edition 2.0 Page AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS ( ) Pa 3 8 Chapter 3 - Screened Walls & Balconies HOST STR/ o — o w Lu ° __jLn Ln Lu �! uj ! P 1"X 1"X 1/1-6"ANGLES 2 LONG WITH z � I I 2-#8 X 1/2" LONG S.M.S.AT EACH LEG TYPICAL EACH SIDE,TOP&BOTTOM) REFER TO NOTE#1 -THIS SHEET Ln 0 NOTE #1: USE 3/8"0 X 3"LONG LAG SCREWS INTO WOOD HOST AND 3/8"0 X 21/4." LONG CONCRETE ! SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION ! IIS-1 X 2 OB @ PERIMETER (1^EMBEDMENT TYPICAL) SPACING 24"O.C. AND WITHIN U 4"OF EACH PERPENDICULAR MEMBER a C CONNECTION WITH EXPOSED FASTENERS ° HOST STiZl1 o z ! —_- - - U-1 LLJ — o w ! !! Dj- L, REFER TO NOTE#1-THIS SHEET "All ! o :D III 2- # 10 S.M.S. FROM INSIDE FACE OF ! ! � L� 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 OB(1" EMBEDMENT MINIMUM.) LLJz Co CIO © ' ! !! �—REFER TO NOTE#1 THIS SHEET b ! ! 1 X 2 OB @ PERIMETER i CONNE WITH CONCEALED FASTENERS af C6 0 PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS 3 3 Pae 3 9 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 y 1 Chapter 3 - Screened Walls & Balconies- Exposure B I Q 0 0 a' Table 302a 0 Allowable Spans for Posts in Screen Walls Not Supporting Roofs; AND, For Gins Supporting Railing/Guards use Table 301) o Allowable Spans for Certs in Screen Walls Abt Supporting Railing/G�ards ( Exposure Category B For Wind Zones 110 mph P [RESIDENTIAL OR COMMERCIAL] Windload Design Pressure: 10.0 s U For Screen Mesh:20/20 post S acin /Load Width a Allo :6005T5/6061T6 5, 6„ 6'_p 6'-6" 7'-0" 7' 6" 8 0 Extrusion/Section 4' "0 4 6 5 0S"(1) T-11"(1) 5'-8"(1) 5'-5"(1) 7'-01 7'- " 0"(1) 6'-11"(1) 6' z_ 2X2X.046"Hollow 6'-7"(1) 6'-1"(1) 5' 3X2X.050 Hollow* 7'-9"(1) 7' 9"(1) 7' 2"(1) 7' 7"(1) 7' 6"(1) 7'-3"(1) a 2X2X.046"Self-Mating Snap 7'-7"(1) 9'-1"(1) 8' 10"(1) 8' 7"(1) 8' 3"(1) 9'-7"(1) 9' S"(1) 8'-9"(1) 2X3X.050"Hollow 9'-5"(1) 9' 2'(1) 8'-11"(1) 2X3X.046"Self Mating Snap 10' 5"(1) 10' S"(1) 10' 3"(1) 9' it"(1) 9' 8"(1) g_8 (1) 9'-5"(1) 12'-6"(1) 11'-10"(1) 11'-4"(1) 10'-10"(1) 10'-5"(1) 10 0"(1) z 2X4X.050' Hollow 12' 7'(1) 12'_2"(1) 11'-8"(1) 11'-3"(1) 10'-10"(1) 10'-6"(1) 2X4X.050"Self-Mating Snap 13'-2"(1) 13 2"(1) 12' 11"(1) 12' 6"(1) 8'-10"(1) 8'-6"(1) 11'-4"(1) 10'-9"(1) 10'-3"(1) 9'-10"(1) 9'-6"(1) 9' 1"(1) 2X4 Self-Mating Beam 12' 1"(1) 12' 11"(1) 12' S"(1) il' 11"(1) 11'-6"(1) w 2X5 Self-Mating Beam 15'-2"(1) 14' 4"(1) 13' 7"(1) a 15'-3"(1) 14'-6"(1) 13' 11"(1) 13' 4"(1) 12'-10"(1) 12.- a- 2' z 2X6 Self-Mating Beam 17' 0"(1) 16' 1"(1) 17' 3"(1) r 2X7 Self-Mating Beam 19' 3"(1) 18'-2"(1) C 2X8 Self Mating Beam Lu The number in parenthesis denotes load condition for walls not supporting railing. For walls with railing the default is load condition _ Table 302b Allowable Spans for Posts in Screen Walls Not Supporting Roofs; AND, For Girts Suppor A/,bwable Spans for Carts in Screen Wa/ ting Railing/Guards use Table 301) 0 F_ /s Abt Supporting Railing/ s ( Exposure Category B Forr WindWind Zone 120 mph 3 1 RESIDENTIAL OR COMMERCIAL] Windload Desion Pressure: 12.1 5 aFor Screen Mesh: 20/20 post S acin /Load Width z Allo : 6005TS/6061T6 5, 6„ 6'-0" 6'_6, 7'-0" 7' 6" 8' 0" Extrusion/Section 4'-0" 4 6 5 0 S-g"(1) 5' S"(1) 5'-3"(1) 5'-1"(1) 6'-11"(1) 6'-8"(1) 6'-6"(1) 6'-3"(1) 5' it"(1) g-2"(1) 0 2X2X.046"Hollow 6'-4"(1) 5' 4"(1) J 7.1 (1) 6' 8'(1) 6' 3"(1) 6'-0"(1) 5'-9"(1) 3X2X.050 Hollow* 7 6(1) 7, 0,.(1) 6' 10"(1) 6' 7"(1) 6' S"(1) 0 2X2X.046"Self Mating Snap 7' 7"(1) 7' 3"(1) 7' 10"(1) 7'-6"(1) 7' 3"(1) 7'-0"(1) 8'-6"(1) 8' 1„(1) z 2X3X.050"Hollow 9' 6"(1) 9' 10"(1) 9'-4"(1) 9' 1"(1) 8'-10"(1) 0 2X3X.046"Self-Mating Snap 10'-4"(1) 9' 11"(1) 9' 7"(1) ' "(1) 11'-5"(1) 10'-10"(1) 10' "(1) -4 2X0.050"Hollow 12-1 a lz' 7"(1) 12' 1"(1) 11'-7"(1) 0 2X4X.050"Self-Mating Snap 13'-1"(1) a 2X4 Self Mating Beam 1011-'(1) 10'-4"(1) 9' 10' 10' 6"(1) 10' 1' LU 2X5 Self Mating Beam 13' 10"(1) 13'-1"(1) 12'-5"(1) 11,_10,,(1) 11' 4"(1) 10'-10"(1) 13'-3"(1) 12'-8"(1) 12'-2"(1) 11'-9"(1) 11'-4"(2) 10'-11"(2) co 2X6 Self-Mating Beam 15'_6"(1) 14'-8"(1) 13'-11"(1) 14'-11"(1) 14'-4"(2) 13'-9"(2) 13'-3"(2) 12'-10"(2) 12'-5"(2) 1T-7"(1) 16'-7"(1) 15'-9"(1) ~ 2X7 Self-Mating Beam 22'-11"(2) 22'-2"(2) 21'-6"(2) �- O 2X8 Self-Mating Beam 28' z C) The number in parenthesis denotes load condition for walls not supporting railing. For walls with railing the default is load condition CD 0 N 2 d 0 v O Page 3B - 7 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 City of Atlantic Beach APPLICATION NUMBER r (To be assigned by the Building Department.) Building Department 800 Seminole Road s} Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 Date routed: E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: � I/ �A � D artment review re uired Ye No Building ' a Hing &Zoni Applicant: Alts Tree Administrator ' Public Works Project: Public Utilities 'PO rC Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Date Other Agency Review or Permit Required of Permit Verified B 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: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. (Circle one.) Comments: (!UILDING PLANNING &ZONING Reviewed by: :Da :/// a TREE ADMIN. Second Review: ❑Approved as revised. []Denied. 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 Sy�,yrj City of Atlantic Beach Erouted: ON NUMBER s SBuilding Department e Building Department.) J 800 Seminole Road Atlantic Beach, Florida 32233 5445 Phone (904) 247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM =3/"!r �h , --- De artment review re uired Yes No Property Address: Building L,� �„ rn _—anning &Zoning Applicant: Tree Administrator J� A� 1'� C 'j - •�� Public Works Project: �� Public Utilities TQ re, Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Date Other Agency Review or Permit Required of Permit Verified B 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: APPLICATION-STATUS Reviewing Department First Review: proved. Denied. (Circle one.) Comments: BUILDING PLA &ZON Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES Reviewed by: Date: PUBLIC SAFETY FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05114/09