Loading...
Permit 399 5th Street~- ? I tip-; -~ I\ , J ~ ,~ ~'' 1 \S t1 ti ? ~ . , ~1 ,~ ` =__ ~- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00033950 Date 10/19/06 -Property Address 399 5TH ST Application type description RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning TO BE UPDATED Application valuation 8107 ---------------------------------------------------------------------------- Application desc SCREEN ENCL ON EXISTING SLAB ---------------------------------------------------------------------------- Owner ------------------------ DOCKER ATLANTIC BEACH FL 32233 Contractor ------------------------ LIFETIME ENCLOSURES, INC. 5521 CHRONICLE COURT JACKSONVILLE FL 32256 (904) 731-5580 ----------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . Permit Fee 75.00 Plan Check Fee 37.50 Issue Date Valuation 8107 Expiration Date 4/17/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- Permit Fee Total Plan Check Total Grand Total ------ - ?5.00 --------- 75.00 37.50 37.50 112.50 112.50 ---------- --- .00 ------- .00 .00 .00 .00 .00 PERMTI' IS APPROVED ONLY IN ACCORDANCE WITH ALL CTI'Y OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ~- PLAN REVIEW COMM/ENTS q Permit Application # ~t0 ~~ / ~.` CITY OF ATLANTIC BEACH PLAN REVIEW SHEET Building Department 800 Seminole Road Atlantic Beach, Florida 32233 (404)247-5800 (904)247-5845 Fax Public Works & Public Utilities Departments 1200 Sandpiper Lane Atlantic Beach, Florida 32233 (904)247-5834 (904)247-5843 Fax S.Makowski iggms S. Doerr R. Carper Q. Kaluzniak Public Safety Property Address: ~ ! 5 ~~ ~7 Applicant: i ~ 7» ~'Y~ C D ~ ~ F ~ Project: 01 C~+~~l= ~7 G~ C~0 ~ ~ ~ ~ .~?~t~3-i~'~~» ~ ~~ This permit application has been: t Approved as noted by the Department. Final application approval must com from the Building Department. ~ Reviewed and the following items need attention: Reviewed By: Date: Date Contractor Notified: - _- .~ Job Address: Owner of Property: Address: ~ X99 CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (Alterations & Additions) Date: `'f " ~ •ty Telephone: 02~ • ~•~'a Legal Descriptia~: Block Num~bper: _~~ Lot Number: ~~•~ Zoning District: Cantractor: lX r t,,~~•r ~ P11t~h uuuL[.!L .~~,u A .. State License Number: C Contractor Address: Telephone: use and word to be Fas: ' U('9D Present use of land or building(s): Valuation of proposed construction: g ) ~ "~ Dimensions of the added space: feet Y feet Will this project involve: ~ ~.P A.C~ ~~ ^ Heating & Air- ^ Plumbing ^ Electrical ^ Fireplace Conditioning Is approval of Homeowner's. Association or other private entity required? If yes, please submit with this application. ~~'ill this project in~-oh•e changes in ele~-ation, site grade or anS~ use of fill material. _~.. ..~ ,, _ .. ~ ... . ' ~ : or the remo~-al of an~• tt•ees? ~~10. Applicant cettifies that no change in site grade ~:~; ~<<z. " _~. or fill material r~~ill be used on this project. ^ YES. See Step 2 belo«~. Appro~-al of the Public ~'4 orks Departiiient is required prior to issuance of a Building Permit. ~ ,~ ' ^ NO. Applicant certifies that no trees will be remo~ ed for this project. ^ YES. Remo~~al of Trees ~~-ill be required for this project. TREE RE~IO~'AL PERMIT IS REQUIRED. Tree Removal Permits to be re~-iewed b~- the Tree Conser~•atioh Board, which meets two times each mouth. Procedure: In order to expedite issuance of permits, please follow all steps and urovide all information as aUUrouriate. Incomplete applications may result in delay in issuance of permit STEP 1. Verify zoning designation and proper setbacks for the proposed construction. if you are unsure of this ntforniatiou, please contact the Planning and Zoning Department at 9(k1-247-5826. In order to correctly verify zoning designation, pl~se have Property Appraiser's Real Estate Number available_ STEP 2. .Contact the City of Atlantic Beach Department of Public Works to determine if a pse-construction or post-construction topographical survey or grading plan is required (If not required, vvritten verification must be provided with tlus application.) The Department of Public Works is tocated at: 1200 Sandpiper Lane, Atlantic Beach, PL 32233 Telephone: (904) 247-5834 STEP 3. Submit Tree Removal Application it trees sue to be removed or relocated STEP 4. Please submit Building Permit Application, Energy Cade Forms, Notice of Commencement, OwtterlContractor P,ttidavit if owner is contractor, and four (4) complete sets of construction plans to the 13uilduig Department wlueh is located at the Atlantic Beach City Hall, 300 Seminole Road, Atlantic Beach, FL 32233 Telephone: (904) 247-5826 80O Seminole Road • Atlantic Beach, Florida 32233-1445 Telephone: (9f?4) 2=17-i8(It) • Eaxt (904) 247-5845 • http://www.ci.atiantic-beach.tl.us Page ~ Revised K/04 Imt addition to cvnstniction and engineering detail, plans must contain the following information as appropriate for the t}pe of work being perfommed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Cturent survey showitmg the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and sgtk~re footage. Identify any existing stnictures and uses. 3. If required by the Department of Public Works, apre-construction topographical stuvey. -1. Any significant environmental features, including any jurisdictional wetlands, CCCL, natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. Address and contact information of person to receive all correspondence regarding dux application (please print). Name: Mailing Address: Telephone: Fax; E-Mail: I hereby certify that I have read and examined this application and attached documentation and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, +vhether specifined herein or not. The granting. of a permit does not prestmme to give authority to violate or cancel the provisions of any federal, state or local rules, regulations, ordnances, or laws in any manner, including the governing of construction or the perfornmance of constnuction of the property. I understand that the issuance of tlmis permit is contingent upon the above information being true and comree:t and that the plans and supporting data have been or shall be provided as required Signature of Owner AS TO OWNER: ' ~1[ M ~Y Sworn to and subscribed before me dux ~ day of C~tvn[ ~ , 20~. State of Florida, County of Duval _ ................//......N ................... = AMY t3000WIN i Notary's Signature: i Comtrsilt DOW37?20 Expiroit [S/5200g = ^ Personally known °,;,R Florida NoferyAssn., Inc ? ^ Produced identification """""""""""""""""""""""° Type of identification produced Signature of Contractor: Date: [ ' ~ ' U' AS TO CONTRACTOR: Sworn to and subscribed before me this ~~ day of , 20~ State of Florida, County of Duval i//N/////NN/~ //////-- //N//////N ConaeiN 000~37?Zp ' RE_x~pNlis ddll0pg Notary' tgnature: PO Personally known ^ Produced identification Type of identification produced _ 8110 Seminole Road • Atlantic Beach, Florida 32233-5445 Telephone: (904) 247-5800 • Fus: (904) 247-5845 • http://www.ci.atlantic-beach.tt.us Paere 3 R~~visrri Xl(~4 2d0~' ~ ~ua~Y pl r $E~ES,~ r 4 .E . S~A~~NOX 21~3~$F~' 32121 ~ • ~ ~ B DAYTOi~A r 30$6 ~~~-~~~~ pAR2M.S~~S ~ ~,~~D1~G DE ~ n ~ 1~~A~`„ ~~ gL B eex ~. g S DES G,t ter F it Z~~ S2RDCTD~ .Re ; 2~ 0 4 " ALUM E~~1~eY t ng of f ~' olal J 41ans ~eeY $uildl :the f o3.1 to oertif~ th~~ ~.~ ~~~~~~~ ~»~~~~l~iti 1 yA ,~ HOMEOWNER ENCLOSURE AFFIDAVTT a'he purpose of this document is to make you awaze of any limitations in the enclosure that is •being permitted. Type A: An enclosure with glass windows, insulated walls, with or without heatlair conditioning is considered an addition by the code. This type enclosure has certain structural requirements, requires footings and has certain electrical requirements. EXCEPTION: In a retrofit of a type B enclosure, with glass/acrylic windows, footings will not be required, provided both panes are easily removable (XX sliders). The exterior must have at least 50% of its exposure made up of removable panels. NOTE: Glass/Acrylic windows with OX of XO configuration must meet all of Type A enclosure standards. Tvpe B: A screen enclosure or an enclosure with vinyl windows, is not considered an addition, and has different structural and electrical requirements. If you are installing a Type B enclosure, it maybe difficult to later retrofit to Type A. I~ i' e~r~c~,fCt ~ c.~aGk~12-e' have read the above, and am aware I am installing a Type (homeowner) A B_~~ (check one) enclosure. I understand that according to the current City Building Code to have an enclosure with glass/acrylic windows consisting of one (1) fi.Yed pane and one (1) moving pane (OX or XO) that the enclosure is determined to be an addition and needs to meet with all the requirements of the Type A enclosure. An enclosure that has windows in which both panes operate (XX) and are easily removable is not considered an addition. The addition of (XX) sliders requires that the enclosure meet the electrical and footing standards of the Type B enclosure while meeting the structural requirements of the Type A enclosure. If I chose glass or vinyl slider windows consisting of two (2) XX sliding panels, I understand that the City does not consider this room to be an addition, but a screen enclosure. - ~ I understand that I am responsible for the removal of the glass/acrylic (XX) sliders or vinyl windows in the event of severe weather. In the event of severe weather this enclosure (with XX sliders or vinyl windows) is considered a screen enclosure and must have the panes removed to meet that qualification. Signature /T_~_~ AMY GOOaWIN CommN CD0437220 ExpYea 8/3J2009 c~ Notary Asul.. Inc VII 1 V\"pw1r...~ .._. .., , BUILDI. C: `rfCt ar.'7)~. My Commission Expires: 2004 ~ DESIGN /COMPONENT SELECTION ~ 2004 Patio Room w/Solid Roof -Screen, Glass, Acrylic or Vinyl Using as a Reference Aluminum Structure Design Manual, 2004 Edition by Lawrence E. Bennett, P.E. ASCE 7-98, FLORIDA BUILDING CODE 2004 with March 1, 2003, Aluminum Association Manual Designer: James P. Briar of LIFETIME ENCLOSURES, Inc. Date: ~/~/200~ 5521 Chronicle Court. Jacksonville, FL 32256 Tel: 904-731-5580 Fax: 904-731-5750 Owner: ~~~~~ ,~ dc~~~ Address: __~ 9~ S --`~ S7'`~~2r*`~~'' ~T[--,~4~1 << ~ 0~ ~-.-.mac ~ '~ ~L ~ Z.'Z 3 ~ Contractor (if other than designer} Jeffery A, Briar CRCO 28471 /James P. Briar 500049530 Wind Speed: _j ~ mph ~ Wind borne debris zone (east of Yellow Bluff Road., East of US 17 North to Nassau County, East of 9A, Enst of USl South of 9A and East of I-95 in St. Johns County) ,., Occupancy Type: `.:., Construction Type: IV-P V-UP Building Category ~ Screen Open Internal Pressure Coefficient: Q 0 ^ .55 Exposure Category: ^ A ^ B Importance Factor: ~ .77 ^ 1.0 VI VI-UP Other ^ Partially Enclosed ^ Enclosed ^ .18 C Overall Room Size: Projection: ,~ ft For a room of: [~ Screen walls only Length: 3 O ft ^ Screen walls/solid roof Overhang on host structure - in. ^ Screen walls/solid roof/vinyl windows Height at the host structure ~/. t' ft., and at the ^ Screen walls/solid roof/glass windows Load bearing wall: ~J. ~ ft. 61ass windows by: A~ Roof Pn ~15electl0n: page 7-30, pages 7-32 thru 7-38 and pages 7-42 thru pages 7-50 Using: 'riser panel by 12' wide 'thickness by 3105/H-25 alloy` ^ 'Composite Pane( w/ 'thickness I Ib 1-1/2 Ib 21b Foam B~ Fourth Wa11-6r hfriscellaneous Beam: ^ Yes '~ NO page 3A-18 thru 3A-ZO table 3A-1.3-(xx(nnisceltnneous Screen or Vinyl Rooms), page 36-42- t ~8-44 table 3B.1.4(xx (glass Rooms/Enclosed Structure) Prima Tributary Load/width: ft. Desired Span: ft. Required Beam: x x S ndary Tributary Load/width: ft. Desired Spnn: ft. Required Beam: x x C~ Rid e B ^ Yes ~ NO page 3A-22 thrv 3A-23 table 3A-1.4-(xx(Screen or Vinyl Rooms), page 36-46 thru 38-47 table 3B. xx (glass Rooms/Enclosed Structure) Tr' utary Load/width: ft. Desired Spnn: ft. Required Beam: x x Ed e B page 3A-10 thru 3A-12 table 3A-].1-(xx(Screen or Vinyl Rooms), page 3B-30 thru 36-33 table 38.1.1-(xx(glass Rooms/Enclosed Structure) page 38- and 3B-41 table 36.].3 (xx (Screen Room converted to Glass Enclosed Room) T ' utary Load/width: ft. Desired Span: ft. Required Beam: x x POSt/Upright: page 3A-24 thrv 3A-25 table 3A_2.1(xx(Screen or Vinyl Roams), page 38-48 thru 38-49 table 36.2.1-(xx(glass Rooms/Enclosed Structure) page 3B-50 thru 3B-51 table 3B.3.1(xx(Screen Rooms converted to 61ass/Enclosed) Tributary Load/width: ~, ~ ft. Desired Span: ? ~~ ft. Required Seam: ~ x ,~ x - ^~ ~~~' Tributary Load/width: s~ ft. Desired Span: ~_ ft. Required Beam: '~ x `*d x - c.as i F1 Kick plate rai I, Chair rni I, WIndOW headers: page 3A-24 thrv 3A-25 table 3A.Z.1(xx(Screen or Virryl Rooms), page 36-48 thrv 36-49 table 38.2.1-(xx(glass Rooms/Enclosed Structure) page 3~-50 thrv 36-51 table 38.3.1(xx(Screen Rooms converted to 61ass/Enclosed) Kick plate/chair rail Height ,~ in. Tributary Load/width: ~ ft. Desired Span: ~ ft. Required Extrusion ,-~ x ~_x .~u° Window Header Height - in. Tributary Load/width: - ft. Desired Span: , ft. Required Beam: x x AP CITY OF ~ ~_ ~ ~ ~ : ~~.u;, 3 1 By: Section 3A Design Statement: The structures designed for Section 3A are solid roofs with screen or vinyl walls and are considered part of an open structural system which is designed to be married to an existing structure. The design wind loads used for screen 8~ vinyl rooms are from Chapter 20 of the 2004 Florida Building Code. The loads assume a mean roof height of less than 30'; roof slope of 0° to 20°; I = 0.77. All loads are based on 20 / 20 screen or larger. Ali pressures shown in the below table are in PSF (#/SF). Negative internal pressure coefficient is 0.00 for open structures. Anchors for composite panel roof systems were computed on a load width of 10' and 16' projection with a 2' overhang. Any greater load width shall be site specific. General Notes and Specifications for Section 3A Tables: Section 3A Design Loads for Screen, Acrylic & Vinyl Rooms Roof Wall Over Hang All Roofs 100 MPH +10 / -10 9 +20 / -30 110 MPH +10 I -11 'I 1 +20 / -36 120 MPH +10 / -13 i3 +20 / -43 123 MPH +10 / -14 14 +20 / -45 130 MPH +10 / -15 15 +20 / -50 140A MPH +30 / -17 18 +30 / -58 1408 MPH +30 / -18 18 +30 ! -58 150 MPH +30 / -20 20 +30 / -67 Note 1: Framing systems of screen, vinyl, and glass rooms are considered to be main frame resistance components. Wind loads are listed as minus loads for roofs and plus loads for walls. To convert above wind loads to "C" Exposure loads multiply by 1.4. Conversion Table 3A A Wind Zone Conversions for Screen ~ Vinyl Rooms From 120 MPH Wind Zone to Others Roofs Walls Wind Zone MPH Applied Load (iWSF) Deflection (d Bending (b) Applied Load (#ISF) Deflection (d) Bending (b 100 10 1.09 1.14 10 1.12 1.18 110 11 1.06 1.09 11 1.08 1.13 120 13 ,~•~~, 1.00 1.00 14 u..4~ 1.00 1.00 123 14 0.98 0.96 15 0.98 0.97 130 15 0.95 0.93 16 0.96 0.94 140A 17 0.91 0.87 18 0.92 0.88 1408 16 0.90 0.85 16 0.92 0.88 150 30 0.76 0.66 21 0.87 0.82 Conversion Table 3A-B Wind Zone Conversions for Over Hangs All Room Types From 120 MPH Wlnd Zone to Others Wind Zone MPH Applfed Load (#JSF Deflection {d) Bending (b) 100 30 1.13 1.20 110 36 1.06 1.09 120 43 1.00 1.00 123 45 0.98 0.98 130 50 0.95 0.93 140A 58 0.91 0.86 1408 58 0.91 0.86 150 67 0.86 0.80 Conversion Table 3A-C Conversion Based on Mean Height of Host Structure for Screen Rooms From F~cposure 'B' to 'C' Span Multiplier Mean Bost Structure Height Load Multiplier Pans Composite Panets 0-15' 1.21 0.94 0.91 15' - 20' 1.29 0.92 0.88 20' - 25' 1.34 0.91 0.86 25' - 30' 1.40 0.89 0.85 AP:~ ; CITY OF ~:, ;:.,~, BU1LDl. C =~~=~- 3A-ii BYE-~ ATTACHMENT SCHEDULE ATTACHMENT FASTNER NUMBER PLACEMENT Host Structure (wood) to New Wall Host Structure (masonry) to New Wall Walls to slab Walls to wood deck Header to Fascia Header to Masonry Wall Header to Wood Wall #10x2-1/2" SMS 1 "x2-1/4"concrete screw 1 "x2-1/4" concrete screw 1 varies #10x2-1/2" SMS #10x1-1/2" SMS #10x1-1/2" SMS ~"x2-1/4" Tapcon Anchor #10x1-1/2" SMS Pon Roof to Header #8x1/2" SMS #8x1" SMS Composite Panel to Header #8x1/2" SMS #8x1/2" SMS Pan Roof to Beam #8x1/2" SMS Composite Panel to Header #lOx(T+1/2") SMS w/1-1/4" fender washer Pan Roof along non-loaded bearing element #8x1/2" SMS Composite Panel along non-loaded bearing Element #lOx(T+1/Z") SMS Nan-load bearing wall attachment to Load bearing wall #10x1-1/2" SMS #10x1-1/2" SMS Beam to wall connection (concrete or #1/4"x2-1/4" Concrete Masonry wall) anchors Beam to wall connection (wood) 3/8"x2" Log Screws Beam to aluminum wall connection #10x1-1/2" SMS 1 varies 2 1 1 1 1 3 1 1 3 1 1 1 1 varies 24" o.c. 24" o.c. within 6" of Post And 24" o.c. Along the length within 6" of Past And 24" o.c. Along the length Per Rafter or Truss Tail 12" o.c. 24" o.c. 12" o.c. nt each riser through the boxed pan 8" o.c. upper side 8" o.c. lower side Equally spaced across the 12" o.c. 12" o.c. 24" o.c. 24" O.c. 6" from either end of post 24" o.c. 2 Per side Add 1 anchor per side For each additional inch of beam greater than 3 inches 2 Per side Add 1 anchor per side For each additional inch of beam greater than 3 inches 2 Per side Add 1 anchor per side For each additional inch ,;~_ ->of beam greater than 3 inches TVA ~' ~ '~ - ~~: Cell ~ OF i ,, ,.~. L._'~,iiit BUILDI. G ~ 'rIC ar:~~~ J a C N W W ~ ~,.. }'" W W Z N C m ~, } O N fV ~ Z ~ Q C ~d W •"m N 0 O ~~ Y p W H ? w U~y a=' X ? WF-~ ^~ w z Q (7mC ZO x m Z _ r- m Q A tUfl ~ = .- ^ Q W -~ (!I C Q H • CII W ~ ~ F- ~ F- Q = W C7 m ~ ~ 4. F~ ~F ~~ ~a ~ a O ~ 2 W Q Q J ~' Z ~ zSOu~ Oy O,,,zr. Ng2 Cw ~ _ J 3-m -m N'`~F'w 2 O~~ 2 C .J is ?"~ ~w a^~WO m °m wO Q O '" ;~ U to U ~t .~ O D 'r g x ti ~ U U~Nm ~ x ~-SnN m°-c c N_ U C wF^, ~W ~rZ N O a Q w- c W C U a x C CC? x O=Uhw-WN `'gym O ~" ~ ~° ZOcO~ ~Z > a ~, a w Z~ o O U U APB` C1TY OF = `~,~ BU1LDl, c~ r1~.~- 8Y' ~Z~ W a O w U 6 ¢ N 1 W ~u C ~ w °- ~Q C U ~ ~ W = Z w w~na~-O~ Zr•nrn~rn Q ~ C N ¢ ~ ©W ~ U pOQ<~ C ~ ~ W N W a C Z C N ' ~ Q a O~-<da ~-wo ~ v w e O Q ` W N ai ~ C 2 Q~ m UFZ r, U~ O N N ~^ Z y ~ O } W .-w i-~~ ~QN X ZOU Uov`ni ¢ O`er w ~a`W " N a O"O ¢ ' ^ U !- ~ m i+, W Y„ „ W~ x N ~_ is f 2 N a~ xN a0°O ` '~ m w ~ K@~C c--W w=c r,3 •O a - z ~U~? 3 O ~cz r,0 a G~tn w xU O , C¢ZCL ¢ U N ~ xUUI ~Z iv ~ i ~u - ¢ 1¢a O 1 Y x C O N N ~ ~ w x ~ ~ G N Y O m N m g J ~ ^ u Y 2 p x C U W o U X U ~ Z o a ~- 2 4 ~ c n c~ e ~ c J Q H W D F- C? ~' a J a U F- 0 LL W > N w- t -, C'-'~ ~ L~r _CO <O ~ - i= O p x _ U~~ a r N}w<''~ C^' Wxx Q`i ~ `' cV_ OU`~ wQ Cmr N'~'~ 2`a0_ ~- Y ~ C i ~ w N C¢ W~ tn,C `- a ¢~~ ~w3 ~O_w QCrO`<~~_ w^U 7 ~ a WQYN GQ ~ Wi" xU1 O x~p ^~UU ~ JV 00ZCa0 J .•. ¢;f= ~ cn¢m~n ifN~am Ca W CUU¢~~U Q I F.. W d ~ : W O ~ I 3 ~ I W 1 f B I ~ ~. Q ~ a P ~ s i I i~ ~ W J a L J Q U_ - O~1ONU C w~'~~-a`-~ 0. © U ~ ~ ~ ~ c7 ~ ~ d ~ O ~ N ~aVjO~ < ~ ~o O QZ~C ~ a~"'cC~ ~: W YO iw¢ ~ Y Oviw`a ~ U C N r j C m~ U Q © ~ A ¢¢ W ~'-W W ~-w a x-: Q o p` a x- U o p iv aLL ~ ALL. Host Structure ~s' N/A- ~~ }-{ Kickplate rail or Chair rail girt size and maximum span is ~~ determined using page 3A-24 thru 3A-25 table 3A-2.1-xxx, `~ 3B-48 thru 38-49 table 3B-2.1-xxx, ~- ~ 3B-50 thru 3B-51 table 3B-3.1-xxx ft ~ ~ 1/4" x 2-1/4" Concrete screw within 6" of each post and 24" along the perimeter of the enGosure I ! ~~ ... ~~~~ 1" x 2" or 1" x 3" Solepiate Fotan Edge beam span and size determined by 1/2 span + overhang ar 1!2 span whichever is greater using page 3A-10 thru 3A-12 table 3A-1.1-~ooc, 3B-30 thru 3B-33 table 3B-1.1-xxx, 38-38 thru 38-41 table 38-1.3-xxx Beam Girt and/or Window header girt size and maximum span is determined using page 3A-24 thru 3A-25 table 3A-2.1-xxx, 38-48 thru 38-49 table 3B-2.1-xxx, 3B-50 thru 3B-51 table 3B-3.1-xxx Upright (post) size is determined by height requirements and distance between the uprights as shown on page 3A-24 thru 3A-25 table 3A-2.1-xxx, 3B-48 thru 38-49 table 3B-2.1-xxx, 3B-50 thru 3B-5ltable 3B-3.'1-xxx AP;=,.. ,,fF CITY OF , r! ~~. ~~iC BEACH BUILDI. G ~_ -FtCE I„ '~ '. ~ f~`~J By: TYPICAL SOLtD ROOF BEARfNG WALL SEG ON ~` SCREEN, ACRYLIC 8~ VINYL ROOMS ~ SECTION 3A Table 3A.2.2 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 Far. 3 sPCOnd wind oust at 130 MPH velocity; usina design load of 15 #/SF Tributary Load Width `W' = Purlin Spacing Sections 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" Allowable Height 'H' 1 bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-1" b 7'-6" b 6'-11" b 6'-7" b 6'-3" b 5'-1 i" b 5'-8" b 5'-6" b 5'-3" b 5'-1" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-7" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b 3" x 2" x 0.045" Hofiow 9'-8" b 8'-11" b 8'-4" b T-11" b T-6" b T-2" b 6'-10" b 6'-7" b 6'-4" b 6'-i" b 3" x 2" x 0.070" Hollow 11'-6" b 10'-8" b 9'-11" b ~'-5" b 8'-11" b B'-6" b 8'-2" b 7'-10" b 7'-6" b 7'-3" b 2" x 3" x 0.045" Hollow 10'-11" b 10'-1" b 9'-5" b 8'-11" b 8'-5" b 8'-1" b 7'-8" b 7'-5" b 7'-2" b 6'-11" b 2" x 4" x 0.050" Hollow 13'-11" b 12'-11" b 12'-1" b 11'-4" b 10'-9" b 10'-3" b 9'-10" b 9'-5" b 9'-1" b B'-10" b 2" x 4" x 0.046" S.M.B. 16'-4" b 15'-1" b 14'-2" b 13'-4" b 12'-8" b 12'-1" b 11'-6" b 11'-1" b 10'-8" b 10'-4" b 2" z 5" x 0.050" S.M.B. 20'-2" b 18'-8" b 17'-6" b 16'-6" b 15'-8" b 14'-11" b 14'-3" b 13'-9" b 13'-3" b 12'-9" b 2" z 6" x 0.050" S.M.B. 22'-4" b 20'-8" b 19'-4" b 18'-3" b 17'-3" b 16'-0" b 15'-9" b 15'-2" b 14'-7" b 14'-1" b 2" x 2" x 0.044" Snap 9'-7" b 8'-11" b 8'-4" b 7'-10" b 7'-5" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 6'-1" b 2" x 3" x 0.045" Snap 12'-4" b 11'-5" b 10'-8" b 10'-1" b 9'-6" b 9'-i" b 8'-$" b 8'-4" b 8'-1" b 7'-9" b 2" x 4" x 0.045" Snap 15'- " 3'-11" b 13'-0" b 12'-4" b 11'-8" b 11'-1" b 10'-8" b 10'-3" b 9'-10" b 9'-6" b For S second wind gust 140A MP elocity; using design load of 17 #/SF __.__ Tribute La th ' = urlin Spacing Sections 3'-0" 3'-6" 4'-0" 4'-6" 5'•0" \" 5'-6' 6`-0" 6'-6" T-0" T•6" Ilowabte a ght ' ~ ending 'b' or deflection 'd' Z" x 2" x 0. Hollow T-7" b T-0" 6'-7"'`, 6'-2" 5'-10" 5'-7" b 5'-4" b S'-2" b 4'-11" b 4'-9" b x Hollow 8'-3" b T-8" b - 6'-9" b 6'-5" b 6'-1" b 5'-10" b 5'-7" b 5'-5" b 5'-3" b 3" x 2" x 0.045" Hollow 9'-1" b 8'-5" b 7'-10" b 7'-5" b 7'-0" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5'-9" b 3" x 2" x 0.070" Hollow 10'-10" b 10'-0" b 9'-4" b 6'-10" b 8'-5" b 7'-11" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b r" x 3" x 0.04 Hollow 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8 T-11" b T-8" b T-4" b T-1" b x 0.0 0" Hollow 2" x 4" x 0.046" S.M.B. 2" x 5" x 0.050" S.M.B. 13'-1" b 15'-4" b 18'-11" b 12'-1" b 14'-2" b 17'-7" b 11'-4" b 13'-3" b 16' 5" b 10'-8" b 12'-6" b 15' " - " b~ 11'-11" b ' " - - i? 11'-4" b ' " 9'-3" b 10'-10" b 8'-11" b 10'-5" b 8'-7" b 10'-0" b 8'-3" b 9'-8" b 2" x 6" x 0.050" S.M.B. 20'-11" b 19'-5" b - 18'-2" b -6 b 17' 1" 14 -8 b ' " 14 -0 b ' " 13`-5" b 12'-11" b 12`-5" b 11'-11" b 2" x 2" x 0.044" Snap 9'-0" b 8'-4" b 7' 10" - b ' " 16 -3 b ' " 15 -0 b 14'-10" b 14'-3" b 13'-9" b 13'-3" b 2" z 3" x 0.045" Snap 11'-7" b 10'-8" b - b 10' 0" b 7 -4 b ' " 6 -11 b ' " 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5'$" b - 2" x 4" x 0.045" Snap 14'-2" b 13'-1" b 12'-3" b Notes: 9 -5 b 11'-7" b 8 -11 b 10'-11" b 8'-6" b 10'-5" b 8'-2" b 10'-0" b 7'-10" b 9'-7" b 7'-7" b 9'-3" b 7'-4" b 8'-11" b 1. Above spans do not include length of knee brace, Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. A °~ ~,~~ ~~, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00032405 Date 3/01/06 Property Address W 5TH ST Tenant nbr, name INSTALL SPRINKLER SYSTEM Application description PLUMBING ONLY Property Zoning TO BE UPDATED Application valuation 0 Owner Contractor ------------------------ ------------------------ JOCHER, BARBARA GATOR IRRIGATION 782 BONAIRE CIR ATLANTIC BEACH FL 32233 JAX BEACH FL 32250 (904) 242-8229 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . Permit Fee 50.00 Plan Check Fee .00 Issue Date Valuation 0 Fee summary Charged Permit Fee Total 50.00 Plan Check Total .00 Grand Total 50.00 i Paid Credited Due 50.00 .00 .00 .00 .00 .00 50.00 .00 .00 ~. PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BIIILDING CODES. . ~ A ' _ ,ti'...T...._.r, BDILDING OFFICIAL FEET-2E-c~:~t~t: 1"a: ~S FF'C.11'1: 'rid : E~) ~~'~'3~? F' .:1 ' 1 .. 1. ~ 1 ~ 'V [' .~ i LrAl~ d ~'~.> ~.G.Ei~...[l -~..,,.F, ~~~~~NO P~s~ .~~PL~~ArYO~v ~~ A ~?~i ~i~te; _ 3 I ~ l o ~_ P pros arty Aclslress: 3 `~ ~ Jr ~~ _ ~~,r.~.'G._.~__.~._.._.....,.,..._. ._. Ov~vtners _g.C1~..___~/~ ~'~~ ~`' ......_._,...__._ ~ els:phone #; .__~____._~_.___._ Contract~ir; .G_.r!I_'Y ~ ^.__... ...._...... "t"elephone #: 2~(2 ~ a'22 9 Contractor Address; ~~2L -~F `l/,G, _.~lL.._..~.-~..~. Fsx ~~ .___~f.~ :.2..~2___.. J~ K d t!. ~ F~ .? 2ZS'. Contractor Signature: ~C~~ ,~,._.., _ __._~_._.-_---- ._.._~..-___.___...._.._. in cansideratien cif pe~vtit givete fvr da~int; the ucrk as d~seribed an the :~sc4e statement, we harel~y a~ret is peraa-~ said work in ' aecordanec with the attaehsd ~Ia~ts srtd speci£icatiana which are a part hertof and i! aecordaree ^with dhe d;.it~^ nT Atlantic beach vrclinance turd ;".andtu~s of grad pt~actice fisted therein. Installation of plurab:'rsg au+d ~:cturts must be in accorclR.ncs with the nrc~st recent edi:irsn of the Southerxt Stattd~d Plumhfrtg R Code. __..~,_.............. .~. ,._. _~........_.r. ~~ ~ l Plurinbt~t$ Ty~~ry" ~ l4' other a:vnstructe~~n is bring done ,~ this building yr site, I - ~ New ~ list ttse i~uilding permit rtttrnber: f 0 ire-Pipe ~ __.. _...._.... G Number mtif 1?ixtutres: $ath Tubs Showers ~)ose4s Shower Pans ~ tJiSlawashers Si.IZks _------ _--- X35 1~~£ij~ -.~.~.._.._.. t)l'lY1d.~S Floor Drains _ _ W ashil~g Mach.izie _. ~st~atory ,_~ Water i ___,~_~ Spr9nkler System _..~~_ ~,~ ()thee l~'ees T_____._._..___.----------__.~.-._.~._.__.r~.._......~...._....._....._... - __ Permit Issuing t+'ee: $3S.t9U ~ Total Fixtures: ~ X S?.00 + ~3S.Q0 = _ .~. i301~ ~amenale F~aad • Atiantic i3~sech, F'inrida 3x2:3 i'hanta: (~t}4j ~7-5~G . i:ax: (904 247~S8+i15 y http:flwvirw.ci.attiarstic-boat:h.fi.csts Ytcvised l/od