The URL can be used to link to this page

479 and 483 Selav lakes Cir (vault) •2"x2"x 1/8"x 6" Long U channel "B" Attaches to existing buildirxa with 4-3/8" lags at wood with 3-1/4 anchors at concrete. '•2"x2"x 1/8"x6" Long U channel "B"attaches to It W - 2"x_smb Screen typ. / Perimeter member N Detail 2 typ. O = _ B.. / o o Cables typ see schedule. Existing rn 2"x 2"chair rai 1 DOWN BEAM CONNECTION TO WALL Grade l"x 2 Detail 3 typ 2%2"x 1/8"C 8"tong angles "a" TYPICAL FLAT ROOF ELEVATION Attach to fascia with 2-3/8 N T.S. logs at each angle ea.side VEx,sung fascia � i L Existing structure I I 2,�+toF�ec I gutter I 2 Aluminum beams — _ _ — _ - - - SeetableI O O " ngle opt 2•, O Must remain for angle strength. 2„ 2"x 2"x 1/8"x 8"long angles "A" attach to +2' 2'x 6"smb with 4-% 10 sms at each angle each side DOWN BEAM CONNECTION ENLARGED Aluminum columns typ. 2"x d SMB See Table I TYPICAL FLAT ROOF ISOMETRIC NTS d WB //// NOTE 2"x3" U2"x 2"pato or snap for 2"x 2' fastened to beam w/2 2"x d SM8 See Table 32"x 6SMB min Self mating beam N°10x1-1/2"SMS See Table I Splid screws HOS denote "A"=Super Gutter+SMB d 2 x 3' upright screw pattern Ogen screw HOS denote B'=Overhong dimension 2'x4"upright and larger screw pattern 2"x4" SMB 2"x2"purlins attached 3/4' 2'x5" SMB to beq�ns w/2 n'10 x _ _ I°x °o b or snap fastened 2"x6" SMB I/_ sms to 2 x 2"w/N°IOx l 1/2" ° O°1 SMS at 24"o c or cont 2 x 7 SMB ° O ° 2 x9 SMB snap sections. 2x8 SMB I ° I° °I I"x2"o.b fasteged to SMB 2"x 2" 0 w/2 N'10 1-1/2"`_'�MS 2"SMB 2"x SMB Post See Tab 2 O O I O NOTE: Screw patterns are for general location and spacing and min upright required to achieve moment connection The 2" 1 Channel I O N°10x 3/4"SMS 3/4"o.c. center column of screws should be deleted when N°of I possible screws required and every otherscr pt.tarhirtherd ° BEAM TO UPRIGHT CONNECTION DETAIL No I BEAM TO UPRIGHT CONINE 2"x2" AND 2"x3" KNEE BRACE CONNECTION DETAIL NOTES FOR RIGID CONNECTION OF DETAIL No I, 2, I 2"x3°' Upright must be notched to reach top of beam to achieve r 2. N`of screws must be as shown spacing 3/4%3/4"min spacing TABLB �: MINIMUM SIZES FOR POOL ENCLOSURE KNEE BRACES 3. See Table 3,for N'of screws and minimum size of upright/beam AND ANCHORING RRg'D UM ALINUM —66 6063 T ALLOY BRACE L. EXTRUSION ANCHOR SYSTEM 4. Hex head self tapping screws are an acceptable substitute.for SME 2'- 6" 2"x 2'x 0.030" Z" H-CHANNEL N/ 3-0 10/ 1/2" EACH EIDE TO 31- 6" 2"x 3"x 0.030" 2" H-CHANNEL N/ 3-f 10/ 1/2" EACH EIDE TO 41- 6" 2"x ♦"x 0.030" NOTCH SMB OVER BEAM $ UPRIGHT SBE TABLE 3 FOR •/ 6 SIZE OF SCREWS TO S— 6" 2"x 6"x 0.030" SAME AS ABOVE NOTE 01 Fasten SuperGutter to fascia Attach the above L's to fascia through with 1/4"x1/2"loq w/washer 2"x2"xl/8S.G.w/2 3/8"logs ea.L min 2"bite. - ' V2"FVC SCH40 angle clip each AttoFh ea angle to S.G.by w/3 N°8 FERRELL (TYP) side of upright 1/2'SMS. FASCIA and 2"x 2'with 2" S.M B. ® 4 N°8 SKIS eo Add I"x 2"angle to bring gutter plumb. leg ea.side. Option to above 5" SM8 3/8"x 8"Lag with washer angle use 4 N° at each beam and one at lox I 'SMS at p p Truss tail each mid span. internal screw bosses 4 ea. 2"z 2' 2"x barge. I"z 2"cont. along Super Gutter with I,I/4" side 8 total, xt-I/2' thru bolts2'o.c into Super Gutter Use I N°[Ox 3" 5"SuparGutter Ig SMS at 24' I/8"x 2"x 2"angle clips with o c balance of 1/4"thru bolts each side of beam 2"x 2"to s.g. conne.tion. Super Gutter to bg attached first w/1-3/8'z 8'w/1/2"bvc 3/4"x fascia. Locate closer clips ferrel inside 2"x2'� wher4 desired use N°8 SMB CONNECTION TO SUPERGUTTER x1/2 SMS at1-1/2"oc.ea.sd. ALTERNATIVE SUPER GUTTER TO FASCIA 1/8"x 1"x Super Gutter"W"Luse 2 L's/beam set and I"z4-3/4°x3199x I L per mid span of Super Gutter beams see below I/8"thk Luse 2 L 2"x2"or 2"x 3"or 2'x SMB Post bean set ondIL/ "W / md.space of bm-'s 2"x 2"x 1/8"angle each side attach to post and Locate closer /I/ concrete In accordance with schedule. a clips where I" Truss tail desired use � i NOTE No footing required except when ground N°8x1/2" 2"x SMB m - 2"x barge around structure as shown adj. SMS at 1-1/2" -N°8x1/2" o.c ea.side. SMS 3/4°fasc j Super Gutter I°x 2°o b. -----� I 1/8" 0 4"mn min 2"x2"x 1/8" L clip each side of SMB Attach I"x4-3/4"x 3"long 1/8"thk 2500 psi cone (min)with with 4-N°8x 1/2 each side. L through SG angle(if needed)and into 6x6-IOx,O welded wm. fascia w/2 3/8'Iooggs(nrn 2"bite),see Ick detail S G to be att first w/1-3/8 log 24 POST TO CONCRETE DETAIL SELF MATING BEAM CONNECTION TO SUPERGUTTER 1" \LNN \\�L\\ H 4" ooe°wall 5" I I Spacing /2 Spacing /2 Spacing /2 Spacing /2 i J r—5—1 Beam set spacing Becm set spacing 5" SUPER GUTTER ANGLE LOCATION FOR 5" SUPER GUTTER REINFORCEMENT Pan roof attached with N°IOx I/2"SMS at 6"o.c. /composite panel 1/4'S S x punel thickness'1/2" with washer and neoprene gasket 24o.c. pan 45° '4" Concrete slab Screen roof beam and beam. TYPICAL CABLE CONNECTION AT SLAB I/4"thru bolt and I/2"PVC FERRELL E at 24"o c super .qulter. i 2%2"or smb varies varies 1/2"- 2"x7"x0 135" N° IOsms smb cut cn 45°ongle TT— I -Bolt c p or s s for cable tension 2"x2" 1750 Ib stainless steel cable AL TYPICAL CABLE CONNECTION AT CORNER FRONT WALL, DOMF R SLAB DETAILS ADDRESSING EROSION NOTE Fiber mesh cont doe 2' Mm Min 2500 psi oonc. require wire mesh with 6x6-10 x 10 w'w. Before mesh or fiber mesh slope typical all slabs. 3-1/2"Z e - 8" 1 no 31 Bar cont FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTIf 0-2"/12" 2"/12" - 1'-10' > I'-10' TYPICAL SCREEN OR GLASS RC ah W/2 W/2 M; -1w - -I Aluminum pan Existing residence A TYPICAL GLASS ROOM WALL NOTES Anchor I o bock ext with topcon 0.25 2' length uplift 370 Ib. each ft /Solid roof (Walk on or pan) over. space max of 2 on center n. anchor to wall with 11/2" 8'max If no.10 SMS with washers 4"-22" 2' on center spacing anchor 2 Min 2"x2" 0,040" beam and column and knee rt (Typical) beam with anchor clips and j T no 10 screws and washers. window _ - height Mox. width 53 82" Min slob width for stab on �hv, Crough opening grade 31/2" concrete. 0 2 x 2 ries c Kick late Doth sides I°x2°z 0.040 III 1/2"x2"jj 17"-24" T Overhang varies 2' max. T Slab 3 1/2" min (see detail) 2"x beam See Table 4 NOTE: Aluminum frame of winjow adds e chart USE Se sufficient strength to 2 x2°x004" Se frame columns W „H„ Max beam 2"x2 cross Max yprigh TYPICAL SECTION GLASS ROOM span table brace, fight.TA8.4 Solid roof Structural or pan. Varies no max.(Elev.slab or on grade.) Aluminum sheeting both sides 0,024" w411 thickness minimum. If required opt.odd 2'x 2 x 0.04' header. Typical screened patio with metal pan roof. Typical frog not required if connecting window directly to header. � All spans are max. based on wind load 1205 of SBC t_ Window framing / can attach d rectly to header \ 3/4" Kick plate U bead around sheeting I ne.8x 1/2"SMS 3/4" 15°on center. •� 2 z extrusion. NOTE:Self topping per span table. hex head screws 3-I1/2" no.IOSMS acceptable oil. 1"x 2" extrusion. into screw slots. for SMS/wash. Vinyl or glass window install per monfacturers specs. ---2"x extrusion See sheet 2 _ for tables. per span table. 3-11/2" no IOSMS Contractor into screws slots shall verify Aluminum sheetng or vinyl on both sides foam the construc- tionsinterior optional U be and anchor some as 1/2" of the above. Aluminum sheetingshall be 0.026" t=�t�Min.3 concrete mobile home slab with 6x6-IOx10 ,s to he W.WM. or fiber mesh. attached to. GLASS OR SCREEN ROOM POST TO CONNEC BASE AND POST TO BEAM DETAIL M Aluminum attachment_ 31/2" concrete slab 6x6-10 x10 W.W.F 2"x 2"or 2"x 3"or 2"S.M B. post or fiber mesh concrete 2"x 2"x 1/8" angle each side attach to , 3-1/2" Min. post and cont.according to schedule. 6 Visquene vapor barrier under slo NOTE: No footing required except when > structure above. ground around structure as = shown adjacent. -- _ Well compacted clean fill over soGr Stucco where natural soil. I"x 2" 0.B. available. Ale Ii/ W 4°Min. 1_. Concrete filled block stem wall. 8 6'T 3' i — - 6"x 12" concrete footing with I , cont. locate on undisturbed natur 2500 ps.i. cont.min. with 6x6-IOx10 I` 2"" '' welded w m or fiber mesh concrete. ALTERNATE UTILITY SHED RAISED PATIO FOOTING FRAMING POST TO CONCRETE DETAIL TABLE 1. MAX. ROOF SPANS FOR GLASS ROOMS (PANS) " ALUMININUM INDUSTRY_ STANDARDS 3105_-H14, H_-25 PAN SIZE ROOM 8PAN . "X" AB 8HOWN ON D_A_AMINGS 2.3"I 17"I 0.0_22_ NO O_ H__ 1' 0_ H_. 2' 0. _N 93 MPH M. LOAD B'- 0" 8'- 3" 9•- 0 110 MPH X. LOAD 7'- 4" 7'- 7" 8'- 4 120 MPH X. LOAD 6•- 9" 7'- 0" 7'- 10 2.5"I 12"X 0_._026 95 MPH X. LOAD e'- S" B'- S" 9'- 4 110 MPH X. LOAD 7 - 8" 7 - 11" 8'- 8 120 MPH X. LOAD 71- 1" 7'- 4" 2.3"X 12"I 0_.0_30 95 MPH W. LOAD 8'- 7" 81- 10" 91- 6 110 MPHX. LOAD 7'- 30" e'- 1" 8'- 10 120 MPH W. LOAD 7'- 3" 7•- 6" 8'- 7 2.5"X 12"I 0.032 93 MPH X. LOAD 9— 9" 91- 11" 10•- 6 110 MPH X. LOAD 8— 10" 9'- 1" 91- 9 120 MPH W. LOAD 8•- 2" 8'- 5" 91- 1 3.0"I 12"I 0_.026 95 MPH W. LOAD 11- 3" 11•- 3" 11'- I1 110 MPH X. LOAD 10•- 3" 10'- 3" 11'- 0 120 MPH X. LOAD 9'- 5" 9'- 8" 30'- 3 3.0"I 12"I 0_.032 95 MPH W. LOAD 12'- 6" 12'- 9" 13'- 2 110 MPH X. LOAD 11'- S" 11'- 7" 12'- 1 120 MPH W. LOAD 30'- 7" 10•- 9" 11•- 3 3.0"X 12"I 9.036 95 MPH W. LOAD 121- 11" 13'- ]" 13'- 6 110 MPH X. LOAD 11•- 9" 11'- 11" 12 - 5 120 MPH W. LOAD 10•- 10" 111- 0" 11'- 7 3.0"I 12"I 0.0_40 93 MPH W. LOAD 14'- S" 14'- 7" 14'- 11 110 MPH W. LOAD 13'- 1" 13'- 3" 13'- 9 120 MPH X. LOAD 12•- 1" 12'- 3" 12- 9 ROYAL ALUMINUM SUPER-PAN PANELS 3105-H28 PAT / 4,918.898 PAN 9IZ8 ROOM SPAN . "W" A8 SHOWN ON DRAM INGE 2.5.2 12"I 0.022 N_O O. H. 1. O. H. 2. O. H 95 MPH X. LOAD 13•- 8" 14'- O" 14'- S 110 MPH W. LOAD 12•- 7" 12'- 10" 13'- 3 120 MPH X. LOAD ll'- e" 11'- 10" 12'- 4 2.3"I 12"X 0.028 93 MPH W. LOAD 13'- 9" 13'- 10" 16'- 3 110 MPH X. LOAD 14— 4" 14•- 6" 14- 10 120 MPH W. LOAD 13'- 3" 13•- 4" 13'- 10 2.5"I 12"I 0.030 9S MPH W. LOAD 16— 6" 16— 7" 16— 11 110 MPH W. LOAD 13•- 0" 13•- 2" 13'- 6 120 MPH X. LOAD 13'- 11• 14'- 0" 14'- S 2.5"X 12"I 0_.036 95 MPH W. LOAD 17•- 9" 17— 10" 181- 2 110 MPH X. LOAD 16•- 8" 16•- 3" 16'- 7 120 MPH W. LOAD 14'- 11" 13'- 0" 15'- S • TOTAL ROOM WIDTH "W" FROM TABLE 2 OR 3 t LENGHTS OF O. TABLE_ 1_e MAX. ROOF PAN SPANS FOR GLASS ROOMS ALUM_ININU_M_ ALLOY H738 OR EQUAL YIELD M_IN 28.000 PSI PAN SIZE ROOM_ SPAN "W" AS SHOWN ON DRAWINGS 3_0"X 17•'X 0_.026_ 95 MPH W. LOAD 13•- 6" 13'- 8" 14'- 110 MPH W. LOAD 12— 3" 12•- 5'• 12— 1. 120 MPN W. LOAD 11'- 4" 111- 5" 121- 1 3.0"X 12"X _0.032 95 MPH W. LOAD 15'- 1" 15•- 3" I5r- 110 MPH W. LOAD 13'- 9" 13'- 10'• 14'- i 120 MPH X. LOAD 12'- B" 12'- 30" 13'- ' 3.0"X 12"X 0_.0_3_6_ 93 MPH W. LOAD 15— 6" 15•- 7" 16'- 110 MPH W. LOAD 14'- 1" 14'- 3" 14•- i 120 MPH W. LOAD 13'- 0" 13'- 2" 13'- 3.0"I 12"X 0_.0_40 93 MPH W. LOAD 17'- 4" 17'- 5" 17'- 110 MPH W. LOAD IS'- 9" IS'- 11" 16'- 120 MPH W. LOAD 14'- 7" 14'- 9" IS'- TOTAL ROOM WIDTH . "W" PROM_ TABLE 2 OR 3 tLENG111'S OF OVI •• 95 MPH WIND LOAD EXCEEDS LIVE LOAD REQUIREMENT POR WALK USE GREATER OF WIND LOAD FOR SELECTION OF ROOF PANEL_ CONVENTIONAL HOME CONSTRUCTION TABLE l: MAX. ROOF AREA FOR ALUMINUM POST FOR A HOUSE POUR FOR ALLOWABLE ROOP AREA USE "AREA" 9 X (W/2 t O.H.) EXAMPLE: "S". 7' , W . 12', 6 O.H. t. 2' THUS: "AREA" . 5 POST TYPE MAX. ALLOW. ROOF AREA FOR VARIOUS TYPE POST I 34x_3"x0_060"_SCALLOPED!__-DS91GN LO4DS AND _MIND Y_BLOCITY _ POST HGT POST MAX • WAL909 6 UP TO 120 MPH WIND LOA UP TO I1•-30" 8,760 167 SP 3"x 3"x 0.040" ROLL P_OR_MED•• UP TO 7'- 9" IOr000---------------190 9P ------- 3"x 3"x 0.90" TUBE• _ _ UP TO 10'-10" 14,590----------------277 SP ------------ " 3"z 3"x 0.125" TILT BEAM•______________ _ _ _________ UP TO 11•- B" 19,440 370 9P 4"x TO 0.125" TILT _BEAM• _ UP To 15-- 9"-36,190 ---------------499 SP ----------- SLAB DETAILS ADDRESSING EROSION 2' Min. NOTE Fiber mesh cont.does ' I require wire mesh. Before slope 41131! E E3'BJEJI a T'I I�1 qtr I II �n.. ?I P�Bar cont. g' I no.4 E FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTIN( 0-2"/12" 2"/12" - I--10 >I'-10' Do not block fire exit window. 8'x 1?,'utirity shed 2'x4' 2'on center. Woodframe shed 2'x4' Alternate WM o c. pressure treated 2'x4 Anchor with pine plate anchor to Anchor with treat( 3' 0" header ch concrete with 1/4" header ch andix — Dyno bolts 4'o c.uplift 1/4" str 1613* /bolt OVA, EOverhang vanes OVA, c° 2"x Front wall beam \ m select L from table I Front wall Liam use 'A'= W/2°�o.h. I- - a, select L frorn n 3'-0' E tableIuse"A"=W/2+o.h. 1 o t 0 3-- W d Mid span beam Front wall beam w Midspon beam -- W----- a select L from table I select L from table I w seleiit L from table I - varies use"A°=W use"A"=W/2+o h 6 E use A'=W -x +x LShadinngg Type II See 7oble 4 Shading � 3"x3"Fluted post max.o, Shading � •;: Type I Carrier beam select d h t 12' for 120mph wind P Type II\ a . } Denotes from Coble I use Denotes ) (�fieY 3 i .xTi��'::, exterior A"= D/2 interior .j�fA;•;:•,•,::;; post roof post max 4d tQtbt,+ r see Mid beam select roof area i Table 4 r m Coble I use See Tob 4 Frost enei orA t4: =W s �`Or1Ga E99 ARIOd ;• Shodi T SINGLE CARPORT l �� . e I See Table 4 W W W See connection detailNoI Typical W/2 + W W/?+o.h. W/2 W 12"x pan(see charts)use "W"to DOUBLE CARPORT WITH CENTER POST DOUBLE CARPORT WITHOL select pan for required span. All beams,pons 3"receivingq channel 2"x mid span 3"receiving channel And fasteners are anchors w/3-no.Bxl" beam see simpple span anchor w/3-no.8xI" I T<1sized for 120 mph SMS per foot. table I sheet 2 SMS per foot. t E windlood. E See Detail N"2 Typical E �— t For front beam use r See chars for roof t See chart for roof u "A"= W/2'overhang Aluminum beam panels 2 x 3"x3"x0.05"post.- o f panels 2"x 3"x3"x1 n L for"9=W/4•ah. $ carrier beam. $ carrier beam. o Structure grade E E E thermal ply with g 2500 psi concrete Space max a 2500 psi concrete w/ Space i rn lob vinyl siding. 2"x 2"x0.04 alum.or with 6x6-IOxIOw.w. 5 6x6-IOxIOww mesh `- 2%4" 24"o.c.pip x mesh over 0.006 4" % over 0 006 mil visquene " Shed is three framed o mil visquene. 3"x 3"front posf r a, or fiber mesh. m wall attoohed to 6x6-IOxIOw.w. T mobile home. //mesh W1 varies I/?"Ir. Bolts for - - --4 F.---- --_ 2'x4 PTP plateor varies varies 3/8"Dyna bolt4'o.c. SECTION THROUGH CARPORT SECTION THROUGH CA ——— -- 0.006 mil visquene vapor barrier. See connection UTILITY SHED AND CARPORT Notes detail. I. Anchor pans to NOTE--Self topping WALL SECTION header ch.with 3 ' hex head screws no. 10 x I/2'SMS acceptable alt. with washer and for SMS/wash. neoprene seal If 2"x Beam anchor t Alternate UtilitX shed fromi+i of receiving ch. to studs with 3 See sheet 2 1"z f extrusion. 2"x 2"x 0.04 w/I'x2'i.04 2.Anchor pans to E no.10 x3-1/2'SMS for tables plate anchor w/I/4"x2-I/7" root beams with L 2'x4' I/2" Masonite siding 2"x extrusion. Topcon drive pins or equal 6' 3 no.10 x 1/2'SMS studs Contractor or equal per span table. och side of post and 2'o c.mox. with washer and 24' shall verify neoprene seal If - o.c. 2'x4"PTP Rate the construc- 3'-11/2" no,bSMS % of beam. K 3/8'x4-1/2 tions of the into screws slots ___ 3.Anchor column to w ' Dyna bolts. mobile home concrete flgor is to be Min 3-1/2" cone.slab with 2-1/4x 3" attached to. with 6x6-10x10 WWM __ Dyna bolts. 4" or fipergloss with wire -� 4.Anchor column to Min 2500 psi cone.with mesh base pate with — — — — — 2n".5 borsoont. DETAIL ALUMINUM FRAME FOR UTILITY ROOM POST TO I -1/4 SS bolt CONNECTION T _' BASE AND POST TO-BEAM DETAIL SECTION THROUGH UTILITY ROOM MOBILE TABLE 1: MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS 6 CARPORTS OPEN BUILDING SPAN USE "A" . A9 SHOWN ON DRAWINGS READ SPAN BELOW PAN SIZE MAIIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIFIEI ALUMININUM INDUSTRY STANDARDS 3105-H14 OR H_25 2.5"I 12"X 0.022 NO O. H. 1 O H 2. O. H. 3' 0. H 4' 0. 1 95 MPH W. LOAD 11'- 2" I1'- 4" ll'- 10" 121- 8" 13'- ! " 110 MPH W. LOAD 10'- 3" 10'- S" 10'- I1" Ill- 10" 12'- 11 120 MPH W. LOAD 91- 8" 91- 11" 10'- 6" Il'- 4" 121- 2.5"1 12"X 0.026 95 MPH W. LOAD 11'- 9" 11'- 11" 121- S" 13- 2" 14- 110 MPH W. LOAD 10'- 9" 10'- 11" 11'- S" 12- 3" 13- 120 MPH W. LOAD 10'- 2" 10'- 4" 10'- 13" 11'- 10" 12- 11 2.5"I 12"I 0.030 95 MPH W. LOAD 121- 0" 12- 7" 121- 8" 13- 5" 14'- 110 MPH W. LOAD 10'- I1" I1'- 1" 11'- e" 12'- 6" 13'- 1 120 MPH W. LOAD 10'- 4" 30'- 7" 11'- 1" 12'- 0" 13'- 1 2.5"1 12"X 0.0_32 95 MPH W. LOAD 13•- 6" 13- 8" 141- 1" 141- 10" 15- 5 110 MPH W. LOAD 12- 4" 12- 6" 13- 0" 13- 9" 141- 5 120 MPH W. LOAD Ill- 9" 11'- 11" 12- 5" 13- 2" 141- 3.0"2_ 12"X 0_.026 95 MPH W. LOAD 14'- 3" 14- 7" 141- 10" 15'- 7" 16'- 110 MPH W. LOAD 12- 11" 13'- 1" 13- 6" 14- 2" 16- 1 120 MPH W. LOAD 12- 3" 12- 4" 121- 30" 13•- 6" 141- 11 3.0"1 12"I 0.032 95 MPH W. LOAD 16- 2" 16- 4" 16- 8" 17- 3" IB•- 1 110 MPH W. LOAD 14- 10" 14- 11" 13- 4• 151- 11" 16- 1( 120 MPH W. LOAD 141- 0" 14'- 2" 141- 7" 14- 10" 16'- 3.0"I 12"X 0_.036 95 MPH W. LOAD 17- 7" 17- 8" 18- 0" 18•- 7" 19'- 110 MPH W. LOAD 16- 0" 16- 2" 16- 6" 17- 1" 17'- 11 120 MPH W. LOAD 15- 2" 151- 4" 151- e" 16'- 4" 17'- 3.0"I 12"I 0_.040 95 MPH W. LOAD 191- 10" 191- 11" 201- 2" 201- 8" 211- 110 MPH W. LOAD 181- 1" 1S- 2" 18- 6" 191- 0" 191- S 120 MPH W. LOAD 17•- 2" 17- 3" 17- 7" 181- 2" 18'- 11 "W" PANELS 12.5"9 2.5"X0.028" NO O. H. 1' O. H. 2' O. H. 3' O. H 4' 0. H. 95 MPH M LOAD 12- 6" 12•- 8" 13- 2" 13•- 11" 14'- 10' 110 MPH W. LOAD 11•- S" 11'- 7" 12- 1" 12- 11" 13- 11' 120 MPH W. LOAD 30'- 10" ll'- O" 11'- 7" 121- 5" 13- 6' 12.5"1 2.5"X0.034" 9S MPH M LOAD 141- 0" 14- 1" 14- 6" 15- 2" 16- 1' 110 MPH W. LOAD 121- 9" 12- 11" 13- 4" 14- 1" 15- 0' 120 MPH W. LOAD 121- 1" 121- 1" 121- 9" 13- 6" 14'- 6' NOTE: IF ROOM MAY BE ENCLOSED WITH GLASS WINDOWS IN THE FUTURE IT IS RECOMMENDED THAT THE ROOF PANS BE SELECTED FROM 'IHB GLA98 ROOM SPAN TABLES_ ROYAL ALUMINUM SUPER-PAN PANELS 3105-H28 PAT • 419181898 __ __ ____ _ OF __ _ _ PAN SIZE MAXIMUM SPANS OF PANS UNDER LOADS AND O. H. SPECIFIED 2.5"X 12"X 0.022 NO O. H. 1' 0_ H. 2' 0_ H. 3' 0_ H 4' 0. H. -- -LOAD -- -- -- - -- -- - - -- 95 MPR-i. LOAD 16'- S" 16•- 6" 16'- 10" 17'- 4" 18'- 1" 110 MPH W. LOAD 14- 10" 141- 11" 15- 3" 151- 10" 16- 6" 120 MPH W. LOAD 13'- 11" 141- 1" 141- 5" 151- 0" 151- it" 2.5"X 12"I 0.028 95 MPH W. LOAD 18- 11" 19'- 0" 19- 4" 19'- 9" 20- 5" 110 MPH W. LOAD 17'- I" 17- 2" 17- 6" 18- 0" 18- 8" 120 MPH M. LOAD 16'- 1" 16'- 3" 16'- 7" 17'- 1" 17'- 10" 2.5"X 12"2 0.030 �95 MPH W. LOAD 191- 10 191- 11" 201- 2" 20- 7" 21- 3" 110 MPH W. LOAD 17'- 11 18'- 0" 18'- 3" 181- 9" 19- 5" 120 MPH W. LOAD 16- 10" 17- 0" 17- 3" 17'- 10" 18'- 6" 2.5"I 12"X 0_.036 95 MPH W. LOAD 21'- 7" 21- 8" 21- 11" 22'- 4" 22'- 11" 110 MPH W. LOAD 19- 6" 191- 8" 191- 11" 20'- 4" 21'- 0" 120 MPH W. LOAD 1S- 5" 161- 6" 18- 10" 19- 3" 191- 11" "W" PANELS 12.5"2 2.5"X0.028' NO 0. H. 1. O. H. 2. O. H. 3' 0. H 4' 0. H. 95 MPH W. LOAD 17•- 4" 17- S" 17- 9" IB- 4" 191- 1" 110 MPH W. LOAD 15- 10" 15- 11" 16- 2" 16- 11" 17- 8" 120 MPH W. LOAD 1S•- 0" 15- 1" 15- 6" 16- 2" 17- 0" 12.5"X 2.5"IO.034" 93 MPH-W-.-LOAD- 191- 2" 19- 3" 19- 7" 201- 1" 20- 9" 110 MPH W. LOAD 17- 6" 17- 7" 17- 11" 18- 6" 191- 2" 120 MPH W. LOAD 161- 7" 16- 8" 17- 0" 17•- 7" 18- 5" • ADD LENGHTS OF OVERHANGS TO "W" FOR TOTAL CARPORT WIDTH. NOTE: IF ROOM MAY BE ENCLOSED WITH GLASS WINDOWS IN THE FUTURE ITI8 RECOMMENDED THAT THE ROOF PANS BE SELECTED FROM __ __ _ _ 1'HB GLA99 ROOM SPAN TABLES. TABLE l.e: MAX. ROOF PAN SPANS FOR SCREEN OR VINYL ROOMS 6 CARPORTS OPEN BUILDING SPAN USE "A" - AS SHOWN ON DRAWINGS READ SPAN BELOW PAN SIZE MAXIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIFIED ALUMIN_INUM ALLOY 3_105-H38 OR EQUAL MIN YIELD 281000 PSI 3.0"X 12"X 0_.026_" _ 95 MPH W. LOAD 18'- 9" 18- 11" 191- 3" 191- 9" 201- 5" 110 MPH W. LOAD 17'- 2" 17'- 3" 17'- 7" 18- 2" 18- 11" 120 MPH W. LOAD 16'- 3" 16'- 5" 161- 9" 17'- 4" 18'- 1" 3_0"X_ 12"X 9.032" _ 95 MPH W. LOAD 21'- 0" 21'- 1" 21- 3" 211- 10" 22- 5" 110 MPH W. LOAD 19'- 2" 19'- 3" 19- 7" 20'- 1" 20'- 9" 120 MPH W. LOAD 18'- 2" 18'- 3" 18- 7" 19- 2" 191- l0" 3.0"X 12"X 0.0_3_6_" _ 95 MPH W. LOAD 21'- 7'• 21'- B" 21- 11" 22- 4" 23'- 0" 110 MPH W. LOAD 191- B" 191- 10" 201- 1" 20'- 7" 21- 3" 120 MPH W. LOAD 181- B" 10'-. 9" 191- 1" 19'- 7" 20'- 4" 3.0"Y 12"X 0.0_4_0" 93 MPH W. LOAD 24'-- 0" 24'- 2" 24'- 6" 24- 10" 25- 4" 110 MPH W. LOAD 22•- 0" 22- 1" 22'- 4" 22'- 9" 23'- 5" 120 MPH W. LOAD 201- 10" 201- 11" 21- 3" 211- 8" 22- 4" "W" PANELS 12.5_"X 2.5"1_0_.028" NO O__ H. 1' O_ H. 2' 0_ H. 3' 0_ H_ 4' 0_ H__ 95 MPH W. LOAD 13'- 3" 15'- 4" 15•- 9" 16'- B" 17'- 2- 110 MPH W. LOAD 13- 11" 14- 0" 14- 5" 15- 2" 16- 0" 120 MPH W. LOAD 13- 2" 13'- 4" 13'- 9" 14- 6" 151- S" 12.5_•'1 95 MPH W. LOAD 17- 0" 17- 1" 17- 6" I81- 0" 18'- 10" 110 MPH W. LOAD 15- 6" 15'- 8'• 16- 0" 16'- 7" 17- S" 120 MPH W. LOAD 14- 8" 14- 10" 15- 3" I51- 11" 16- 9" SLAB DETAILS ADDRESSING EROSION 2' Min. NOTE: Fiber mesh cont.does require wire mesh. Before slope n 8. 12 8' 1 n".3•Bar cont. g' I n".4#I FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTIN( 0-2"/12" 2"/12" - 1'-10' >I'-10' NOTE: For beam IIspan,length "A"II for Table I eqquals the larger (I I) of A -W '0 A= =W/2r OH. o a � o u II II I. o m I .i :. I a Ai � :W :��:yVt�.p.C�llG::� i A=W/2+O.H. r , " �. •�[ 7.,C. Overhang W vanes .....:: 12 +r slope 12 1/2 1/2 W" for Pon size "W" for pan size see table 2 after see table 2 after computing A /computing "A". i largest value largest.value. FRONT VIEW DOUBLE OR SINGLE BAY CARPORT END VIEW SINGLE CARPOF varies See Table 2 aluminum pans 3 m.8 S.M.S.with washers (per 12° pan) or 4" on center max. 6-1/4"x If#I') with washers (per 4 panel) 8"on center. See Table 3 for number of bolts. 24" For beam and post sizing consult schedules. Poured cont. ID / Column notched to suit. W 4" 16 slope 12 ISOLATED FOOTING PRECAST PAD 8( POST TO 1/2 See Table 5 for rnox.ui BEAM CONNECTION DETAIL "W" for pan size see for pan size see table 2 see fable 2 ( Aluminum base Aluminum anal match post to base 2"x 2 x 1/8 Post size thru 2-n.. 10 x I"srr ( /bolt-1/2" each angle intc f post. 1/4" Masonry 1/4" Masonry ENO VIEW DOUBLE CARPORT anchor 2/post anchor in con '/ post. N Slope minimum or manufacturers recomendafion V/ TYPICAL POST CON NEC NOTE- Angles may have kg insi post towesow _as- THELE 1: MAX. BEAM SPANS FOR FREESTANDING CARPORTS 6063 T-6 ALLOY TA BEAM SIZE FOR SPAN . L ON DRAWING USE "A" . W + O.H. OR "W" 2"x 3"x0.05" TILT BEAM EXAMPLE: "A". 7'+ 2'. 9' SEE 9' WIDTH "A" --- ------ -- ---- WIDTH "A" WALK ON R./120 MPH W. L. 93 MPH W. L. 110 MPH W. L. 5' B'— 0" 9'- 3" B'- 5" ` 6' 7'- 4" 81- 3" 7'- B" 7' 6'- 9" 7'- 10" 7'- 1" e' 6'- 4" 7'- 4" 61- 8" 9' EXAMPLE S'- 11" 6'- 10" 6'- 3" _ LOLL- _-_ _ 10'_ S'- B" 6'- 6" 5'- ll" 11' S'- S" 6'- 3" 12' 5'- 2" 5'- 11" 2"x 4"x0.05" TILT BEAM 5. 6' 8'- ll" 10'- 3" 9- S" 7' 8'- 3" 9'- 6" B'— B" 8' 7'- 9" 81- 11" B'- 2" 10' 6'- 11" 8'- 0" 7'- 3" Il' 6'- 7" 7'- 7" 6'- 11" 12' 6'- 3" 7'- 3" 6'- B" 2"x 4"x 0.120" S.M.B. S' 120-16T 14'- 10" 6' 11'- B" 13- 6" 12- 4" 7- 10'- 10" 12- 6" 11'- 5" 8' 10- I.. a" 10'- 8" 9' 9'- 6" I1'- 0" 10'- 1" 10' 9'- 0" 10'- 5" 9'- 6" I1' 8'- 7" 10'- 0" 12' 8'- 3" 9'- 6" 2"x_5_x 1_54 S.M.B. 5' t5'- 2" 17'- 6" 16'- 0" 6' 131- 10" 16- 0" 14- 7" 7' 12- 10" 14- 10" 13- 6" B' 121- 0" 131- 10" 12- 7" 9' 11'- 3" 13- 0" 11'- It" 10' 10'- 8" 121- 1" II'- 9" 11' 10'- 3" Il'- l0" IO'- 9" 12' 9'- 9" It'- 3" 10'- 4" 2"x 6"x 0.135" S.M.B. ________-LOLL_-LOLL___ S' 17- 10" 6' 16- 6" 181- 9" 17- 1" 7- 15- 0" 17- 4" 151- 10" 8' 14- 1" 16- 3" 14- 10" 9' 13- 3" 15- 4" 14- 0" 10' 12- 5" 141- 6" 13- 3" 11' 12- D" 13- 10" 121- 8" 12' ll,_ 6" 13- 7" 12- 1" 2"x 7"x 0.130" S.M.B. S' 19'- 6" 22'- 6" 20'- 7" 6' 17- 10" 20- 7" 18'- 9" 7' 16- 6" 19'- 1" 17- 5" 8' 151- S" 17- 10" 16- 3" Ai 9' 14- 6" 16- 10" 15- 4" P1 10' 13- 9" 151- ll" 14- 6" 2_ 11' 13- 2" 15- 2" 13- 10" 12' 12- 7" 14- 6" 13- 3" 2"x 8"x 0.224" S.M.B. S7 ______ 26._ S--------------- 6' , --__6' 24- 2" 27- 11" 25- 5" 7' 22- 4„ 25'- 10" 23- 7" 8' 201- Il" 24- 2" 22- 0" 2' 9' 191- 8" 221- 9" 20- 9" 10' 181- 8" 21- 7" 191- 8" II' 17- 10" 20- 7" 181- 91' 12' 17- 1" 191- 8" 18'- 0" ' 2"x 9"x 0.224"- M 2 S. .B. _ 2 ---5--__--- -_2e__ B33- 1" 181- 91• 6' 26- 2" 30- 3" 27- 7•' 7' 24- 3" 281- 0" 25'- 7" 8' 27- 8" 26- 2" 23- 11" 9' 21- 4" 24•- 8" 22- 6" 1. 10' 20- 3" 23- 5" 21- 4" _- 11' 19'- 4" 22'- 4" 20- 4" 12' 18- 6" 21- 4" 19- 6" 1' TABLE 1_e_ MAX. ROOFPAN SPANS FOR SCREEN OR VINYL ROOMS 6 CARPORTS OPEN BUILDING SPAN USE "A" . AS SHOWN ON DRAWINGS READ SPAN BELOW - PAN SIZE hAXIMUM SPANS OF PANS UNDER LADS AND O. H. SPECIFIED to, A_LU_MININUM ALLOY3105-H38OR EQUAL MIN YIELD 28,000 PSI 3.0"X 12"X0.026" __ _LOAD_ 95 MPH W._ LOAD_ l8'- 9" 18'- I1" 19'- 7" 191- 9" 20- 5" 110 MPH W. LOAD 17'- 2" 17- 3" 17- 7" 18- 2" 181- 11" 120 MPH W. LOAD 16'- 3" 16- 5" 16- 9" 17- 4" 1B'- 1" 3.0"X12"X 0.032" LOLL_ LOLL LOLL__ 95 MPH W. LOAD 21- 0" 21'- 1" 21'- 3" 21'- 10" 22- 5" 110 MPH W. LOAD 19- 2" 191- 3" 19- 7" 20- 1" 20- 9• 120 MPH W. LOAD 18- 2" 18- 3" 18- 7" 191- 2" 191- 10" 3.0"X 12"X 0.036" _____ _ 93 MPH W. LOAD 21'-- _ 21- B" 211- I1" 12- 4" 23- 0" 110 MPH W. LOAD 191- all 191- 10" 20- t" 20- 7" 21- 3" 120 MPH W. LOAD 181- 8" IB'- 9" 191- 1" 19- 7" 20- 4" 3.0"X 12"X 0.040" LOLL_ LOLL LOLL__ 95 MPH W. LOAD 24'- 0" 24'-- 2" 24- 6" 24- 10" 251- 4" 110 MPH W. LOAD 22- 0" 22- 1" 22- 4" 22- 9" 23- S" 120 MPH W. LOAD 201- 10" 201- 11" 211- 3" 211- B" 22- 4" "W" PANELS 12.5'_'1 2.5"X_0.0_28" NO_ O_ H. 1' O_ H. 2' O_ H_ 3' 0_ H 4. 0. H. 95 MPH W. LOAD 1S'- 3" 15'- 4" 15'- 9" 16'- B" 17'- i- 110 MPH W. LOAD 13' 11" 14'- 0" 14- 5" 15- 2" 16- 0" 120 MPH W. LOAD 13'- 2" 13- 4" 13- 9" 14- 6" 15- 5" • 12.5"X 2.5"X0.034" LOLL__ ___ 95 MPH W. LOAD 17'- 0" 17'- I" 17'- 6" IB'- 0" IB'- 30" 110 MPH W' LOAD 15- 6" 131- 8" 16- 0" 16- 7" 17- 5" " 120 MPH W. LOAD 14'- 8" 14- 10" 15- 3" 13- I1" 16- 9" ADD LENGHTS OF OVERHANGS TO "W" FOR TOTAL CARPORT WIDTH. Max.span Table I Mc Ridge cap Aluminum panel"roof over — - Single wide mobile home 2"Sheet foam /When bending panel down tofit ___� slope of roof more than 3 ELEVATION VI notch panel risers and splice 3 no 8 x 1/2"sheet metal screws each end notch with riser sec.with 3 no.84 Alum pan s< of each 1-1/4"x 12' roof panel screws each side of notch 3n,8 x 1/2"sheet metal screws. Aluminum pain each roof panel each end w/n �\ - Lf --- { — _ -.-J. -- -� see Table I — v u > O a \ 2 No10x3"/ J - panel w/neo- 2°foam prene washers Shown Aluminum Shown Aluminum �._1 into exacting underskirt fascia underskirtmg fascia - mobile home, with clips 4' O c c with cupsat 4'-0"o.c. 2"x 3"x 0 040"roll form - L�' aluminum angle with no 104 x I",jheet metal screens 2"x 3"x0 04" Roll forts aluminum Existing mobile home' at 6� c-c (into coach frame) angle with no 104 x 3/4'.sheet metal Screws at 4" o c Into coach framing, `2"Sheet foam insulation SINGLE WIDE ROOF OVER DOUBLE WIDE P NOTES Install rigid board foam insulation into aluminum roof pan Cover insulation with 019" protector panel with overlopp .024"Aluminum roof Insulation panel shat I be closed with aluminum end cap tc No IOx 1/2"self tapping / .O19" Aluminum cover insulation placement and to discourage the nesting of wilc screws 12"o c along ridge / or insects / Rigid insulation Proctector panel will be secured by no 10-I"stainless screws with 7/16" head washers Por,size varies Screws pattern shall be o 12"on all perimeters and L 7-r-M- =:0 center field on each panel Aluminum end cop will he attached with 3 no.8-1/2" steel screws. 12"' 1 Seal all screws heads with butyl rubber caulking Underside of roof shall comply with Thermal Barrier requir of Section 717 1 3 SBC 1988 with 89 rev Mobile homer INSULATION OF EXISTING PAN ROOF DETAIL this requirement. Glass rooms shall meet this requlremen Aluminum beams typ "W Detail 2 typ. Detail 2 typ. Screen lyp 2„x 2„ o — Cables typ N See schedule 0 2 x2” 12'_ n v m Screen typ Grade d P. N " - Detoil 3 typ_ I�x2"typ. Detail 3 7tvp 7a Cables typ TYPICAL DOME ROOF ELEVATION TYPICAL MANSARD ROOF ELEVATION N T.S. vl\T S. C � Aluminum beams Y* Aluminum beam typ Existing structure See Table I see table I N N + Perimeter member _1 nl 2 N typ all around .L 2 Cx2, typ 2, a Screen typ Aluminum uprights Screen typ Aluminum columns Cables typ. See table I Cables typ typ. See hgt.table see schedule Conc slab and See schedule I 2° typ footing typ See table 2 TYPICAL DOME ROOF ISOMETRIC TYPICA�,,- ANSARD ROOF ISOMETRIC NTS NT(� t i. ght must be notched oaf purlins. Ix2 ext fastened/ 2 4x 2 with N°10 x I I/2'� a SMS of 24°o c 2°x 2° purlins atto.h to beams rc.nm with 2 n°.10x1 I/2'ems 3/4° min pacing �t d0TE6 i VScreen panel spacing roverlap ® Cut for overtop o Yction p @ connection �� °L Maximum beam span without knee brace po OO add len th of knee brace to spanfrom span ppR � H2"x p p 1 ® no �® 3/4"min spa A NT�c C11Y F' ATLA 'Aum upright heights. ® -� °� gUl'LDING 05.5'C walls can ue framed ® ® Cut for plate connection w,ti o I op beam and be 8 'PD (plate inside beam) s ext u'smq allowed in span co m m tuN ko in r 2 x 0.04 ) N (n N NOTE Screw pattern V the connection using n c n x K x See Table 3 for r Imber notched smb will vary om N N N of screws per connect. the shown same.no an spacing applies A TION DETAIL No 2 TYPICAL SIDE PLATE CONNECTION DETAIL NO 3 9 2 — o O O � `� AL1, INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BE REPRODUCED/COPIED, ORUSED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION IS NOT VALID WITHOUT Mr. BF.NN FTT'S SIGNATURE AND EMBOSED SEAL ON A MASTER FILE COPY BELONGING TO THE PERSON USING A COPY OF THIS. I connectionmitern my vary. )nnection LAWRENCE E. B E N N E T T CIVIL ENGINEER 81 DEVELOPMENT CONSULTANT PO. Box 4368 South Daytona , FI. 32121-4368 N Phone no. ( 904 ) 253-9960 1 SP DRAWN � E AL LWB SHEET OF I 2 MINIMUM t SCRENS FOR CONNECTING BEAMS '1_O UPRIGHTS TABLE 1• MAXIMVM SPARS FOR POOH@S'c914N��F MEMBERS AUM�N_UM 6083 T_6_A_L10� 'FABLE 3: ALUMIRUM 6063 T-6 ALLOY_6 REAM SIZE MIN. UPRIGHT SIZE MIN. Z. SIZE OF SCREWS AEQ'D• USING SCREEN PANEL WIDTH "N" FROM DRAWING SELECT SPAN "L" SHOWN ON DRAWING 2"X 3" 2"X 3" 4 l 10 X 1/2" DOUDLE SHEAR 2"I 4" 2"X 3" 5 0 10 X 1/2" DOUBLE SHEAR MAXIMUM SPAN "L„ 7' 9' 2"I 5" 2"X 3" 6 8 10 X 1/2" DOUBLE SHEAR NIDTH "W" = 3' 4' S' 6'__ _ _8' - 1"X 6" 2"X 4" 8 D 12 X 1/2" DOUBLE SHEAR EXTRUSIONS 2"X 7" 2"X 4" 12 l 12 X I/2" DOUBLE SHEAR 1"x 2"x 0.040" 9'- 4" e'- 1" 7'- 3" 6'- 7" 6'- 1" 5'- 9" 5'- 5" 2"I 8" 2"X 4" l4 t 12 X 1/2" DOUBLE SHEAR 2"x 2'x 0.040" 12'- 6" 10-10 8- B" 8'-11" 8'- 2" 81- 2- 7- 8" 2"X 9" 2"X 5" 16 t 12 X 1/2" DOUBLE SHEAR • REFERS TO BOTH SIDES OF THE CONNECTION OF THE DEAM 6 UPRIGHT 2'x 2"x 0.050- 13'- 6" '11'- 9" 10'- 7" 91- 8" 91- 0" B'- 5- 7-111 - 2"x 2"x 0.060" 14- 9" 12'-10" 111- 6- t0'- 7" 9'-10- 9- 2" 2"x 3"x 0.050" 16-11" 14- 9" 13- 3" 12- 2" 11'- 3" 10'- 7- 10'- O" SELF MATING BEAMS 2"x 4"x 0.120" 27'- 4" 23'-10" 21'- 4" 19'- 7" 18'- 2" 17'- 0" 16'- 0" 2"x 5"x 0.154" ----- 291- 9- 27-11" 25•- 1" 231- 7•• 22- 5' 21- s SLAB DETAILS ADDRESSING EROSION 2"x 6"x 0.135" ----- 32'-10" 29'- 6" 27- 0" 25'- 1" 23- 6" 22- 2- 2-x 7"x 0.130' ----- 35-11" 32- 3" 29- 7" 27- 5" 26- 1" 24- 3- 2"x 8"x 0.224" ----- 48- 0" 43- 3' 39- 9" 36- 1" 35'- 4" 34- 8" 2' Min 2"x 9"x 0.224" ----- 51'-10 45'- 9" 42'-11' 39'-11- 37'- 6" 35'- 5" i Before 2"x 9"x 0.310" _____ 58'- 2" 52'- 4" 48'- 0" 44'- 7" 41'-10" 40'- 1 slope `. SNAP EXTRUSIONS 2"x 2"x 0.044" 14'- 0" 12'- 3" 10'-11" 10'- O- 9'- 2" 8'- 8" 8'- 2 3-I/2"� 2"x 3"x 0.045" --- - 16- 1- 14- 5" 13'- 2" 12- 3" I1'_ 5- 10•_10- 2"x 4"x 0.045" ----- 20- 0" 181- 1" 161- 6" 15- 3" 14- 4" 13'- 6- 2"X 6"x 0.064" ----- 32-110" 29- 6" 27- 0" 25- 1" 23•- 6" 22- 2" FLAT SLOPE/NO FOOTING 2"x 7"x 0.078" ----- 37- 9" 34•_ 0" 31•_ 2" 29,_ 0" 27- 2" 25•_ 8" O- 2 /12'� TABLE 2: MAXIMUM HEIGHTS FOR POOL SCREEN WALL MEMBERS ALUM_INUM_6063_T-6_ALLOY6 1 USING SCREEN PANEL NIDTH "W" FROM DRAWING SELECT SPAN "H" SHOWN ON DRAWING MAXIMUM SPAN "H" NIDTH "N" = 3' A _--_5-__. ---6' _.��-__-8V_ -__-9' I no 3 n Bar cant g" C.EXTRVSIONs 1"x 2"x 0.040" 6'-10" 5'-11" 5'- a" 4'-10" +'- 6" a'- z" 3'-11" MODERATE SLOPE FOOTING 2"x 2"x 0.040" 9- 2" 7-11" 7- 1" 61- 6" 61- 0" 5- 7" 5- 3" 2 /12 - 1'- 10 2"x 2"x 0.050" 10'- 2 8-10" 7-10" 7'- 2" 6- 6- 2" 51-10- 2"x 2"x 0.060" 11'- 1" 9- 7" 8- 7" 7'-10" 7- 3" 6'- 9" 6- 5" 2"x 3"x 0.050" 12'-10" it'- 1" 9'-11" 91- 1" 8- 5 7'-10 7- 5 NOTEFiber mesh cont. does not require wire mesh SELF MATING BEAMS 2"x 4"x 0.120" 20- 6" 17- 9" 15-11" 14- 6" 13- 5" 12- 6" 11'-10- 2"x 5"x 0.154" ----- 20-10" 18'-10" 17- 6" 16- 4" 14- 5" 13- 9- 2-x 6"x 0.135" ----- 24- 8" 22'- 1- 20- 2" 181- 8" 17- 5" 16- 5- 2"x 7"x 0.130" _____ 27- i" 24- 3" 22- 1' 20- 5" 19- 2" 18- 1" 2"x 8"x 0.224" ----- 36- 8" 32- 1" 30- 0" 27- 9" 25'_11" 24- 5" BIno.4 Bor Cant 2"x 9"x 0.224" ----- 39-10" 35'- 7" 32- 6" 30-11" 28'- 2- 26- 6" STEEP SLOPE FOOTING SNAP EXTRUSIONS I' 2"x 2"x 0.044" 10'- 6" 9'- 1" 8'- 2" 7'- 5" 6'-10" 8'- 5" 6'- 1" 2"x 3"x 0.045" ----- 12- O" to'- 8" 9'- 7" 91- a- 5" 2"x 4"x 0.045- ----- 15- 1" 13- 6.. 12'- 3" it'- 4- 10'- 8" t0'- 0" ' 2"x 6"x 0.064" _____ 24- 8" 22'_ 1" 20- 2" 18- 8- 17- 5" 16- 5" 2"x 7"x 0.078" ----- 28- 8.. 25- 8" 23•_ 5" 21,- 8- 20- 3" 19- 1' NOTE casespans ofupliftdue towindeICCO All capcities are based worst f uplft /Additional cable bracing 9 2 0 O o required when screen panel exceeds 300 sq ft OMItIOnal ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THL [cable/additional 300sq Ft PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT HE REPRODUCED/CUPIED. OR USED IN ANY MANNER WITHOUT HIS WRIT"FEN PERMISSION. INFORMATION f UrllnS. IS NOT VALID WIFH OUT Mr. HENNF.I'T'S SIGNATURE AND EMBUSF.D SEAL ON 2%2'suppor p A MASTER FILE COPY BELONGING TO THF PERSON USING A COPY OF THIS. 2%2'with I°%2" perimeter member (typall) BENNETT LAWRENCE E CIVIL ENGINEER B DEVELOPMENT CONSULTAINT Corner Cabe PO Rox 21368 South Daytona , FI. 32121-4368 fastened per reinforcePhone r o ( 90 4 ) 253-9960 reinfoment notes x2 °% F 22"withl'+.' SJ at corner end walls 2"x2"chair rail DRAWNFE SA q� )F, SCREEN ENCLSHEET OSURE 1,t P 2 OF 2 E x i t wt i E 31/2"x 4" loq � bolts with I I/ I Header Side wall header fender washers per 3"structural a ached to Ix2x.04 4' panel acrop the i T w/min.2 n...10 x front and 24'o.c. n;ulated alum roof(walk-on) i 11/2 sms. along the sides. v cont I"x 2"x 0 04"open Header attached /back attached to 2"x 2",2"x3" I I to post with /�nir front post with no 10 hollow see span I I 2 no 10 x 1 1/2' x2"sms max 6 I tables header in screw bosses. Post I froT each purlin ord I I 2"x2" 2'x3", M I I 24' o.c. Chair rail and p. 3"x 2'�hollow Side wall purlins 2x2"x0 04' �_ I see span tables attached to Ix2 hollow jail =_ —= posts bar pan to channel with 3 _ open back with min IOx 1/2,to c with washers Front wall purlin ---- 2 n" IOx 11/2"sms I I to pos attached ---- in screw bosses. to posts with neoprene gaskets/If of =--_- Post attached to nim 2 no IO x 3' pan 3"aluminum header bottom with min 1 1/2"in screw roof pan anchor with 3 I I 2 no 10x1 1/2"in i i bosses. 3 x I"SMS with washers per I screw bosses. f wall. Front and side bottom I"x2"x004". rails attached to conc. openback beam and columns with min 5/16' x bottom rail column spacing see 2 1/4"masonyry 5/16"x 2 1/4" ' . les 384 quick set at 6 from Mosgpory quick set , ter door. each post and 24" at 6 from each o c max and walls post and 24"o.c tonal conc.patio exist.or placed a min of I" max from edge of conc c,slab on slab on grade select front wall beam from le use larger"A"value of ANCHORING DETAIL ?orW/21ah 0 75"= 6Rigidinsulolbon " r No lOxI/2"- 12"oc hex � head screws w/caulking on top I � Alternate 3" 1/4"'K2 long / I I I/4"thru bolt slab on grade. lag bolt 2/post. 1'x2° 12" / I Aluminum casting I I Post 3"x3"x0.125" insert 12'1 x 3"x 3105 ' H 14 RISER PANEL WITH INSULATION AND COVER view framing I I 8/'89 Rev I NOTES Install rigid board foam Insulation into aluminum roof pan 1/8"x 2-1/2"or 3"roll Cover insulation with 019" protector panel.with overlapping sear. I I i formed receiving ch Insulation panel shot be closed with aluminum end cap to secure anchored to mobile insulation placement and to discourage the nesting of wildlife and/ 1 r I/4" thru boll with 2 n 10x or insects I-3/4"SMS with washers Procfector panel will be secured by no 10-I" stainless steel into truss butts screws with 7/16' head washers 1/4"masonry and no tOx anchor per post 3/4"SMS Screws pattern shall be o 12"on oil perimeters and 24"on • anchored to concrete. between truss center field on each panel butts it 12' o c Anchor pan, Aluminum end cap will he attached with 3 no 8-112"sta nless tochannel with steel screws. noIOx t/2'SMS 6 of o c and top Seal all screws heads with butyl rubber caulking ALUMINUM CONVENTIONAL CONSTRUCTION PORCH of pan ridge POST CONNECTION ON TO EXISTING " NOTE Contractor shall provide verrficetion that the O 0 0 host structures structurally comparable to ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE 31LE HOMEa the structure shown (Mobile home or conven- PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BE REPRODUCED/COPIED, tional constructional) OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION ISNOT VALD WITHOUT Mr. BENNEIT's SIGNATURE AND EMBOSED SEAL ON A MI ASTER FLE COPY BELONGING TO THE PERSON USING A COPY OF THIS. having LAWRENCE E. BENNETT iced CIVIL ENGINEER 8t DEVELOPMENT CONSULTANT P.O Box 4368 South Daytona , FI. 32121-4368 / Phone no ( 904 ) 253-9960 �G soil. S811G DRAWN FES SAL 92 { L A B SHEET I OF 2 SEAL TABLE 2: MAX. ROOF SPANS FOR SCREEN 6 GLASS ROOMS TABLE 4: MAX. FRONT WALL BEAM SPANS SCREEN 6 GLASS ROOMS 6063 T-6 ALLOY ALUMININUM INDUSTRY STANDARDS }! COMPOSITE PA_N_EL9_ JIOS-H1� N[ I.S f EPS_ CORE DENSITY FOR SPAN - L ON EXAMINE USE LARGER OF: "A" . N + TO 6' WI OR "W" k PANEL SIZE ROOM 1PAN M A9 SHOWN ON DRAWINGS • BEAM 9IZH EXAMPLE: FOR "A"� S' + 1'� 6' GO TO 6' WIDTH M" 2"X 48"X 0._024 NO 13. H. 1' 0. H. 2' 0. H. WIDTH "A" 95 MPH W. LOAD 110 MPH M. LOAD 170 MPH N. LOAD' 93 MPH M. LOAD 9'- 10 10'- 0" 10'- 7" 2_x_7"zO.04" EXT __ 110 MPH M. LOAD B'- 11" 9'- 2" t9'- 7" 6' EXAMPLE: L 6'- 0" 5'- 6" S" 120 MPH M. LOAD 8'- 3" 8'- 6" 9,_ 2" - - -- 5'- 1" 4.- 8" 7"I 48"X 0.0_24__ ___ 7' S'- 7" 8, 5._ 1., p•_ q•• 4'- S" 95 MPH N. LOAD 11= S" ll'- 7" 12'- t" 9' 4,- 11„ p._ 6" 4'- 2" 110 MPH W. LOAD 10'- 5" 10•- 7" 11- t" 10, h'- 8" A'- 7" 3'- 11 t20 MPH W. LOAD 91- 7" 91- 10" 10'- S" 1"z 2"z0.05"_EXT-_______ 7"I 48"1 0.032-_ _ _ _ __- _-__- _-_ _ --5'. 7•_ 4•• 6'- 8" 6'- 2" 95 MPH M. LOAD ll' �" l7'- fi" 13'- 0" 6 6-- 8 6•- 1" 5'- 6" 110 MPH M. LOAD It•- 3" 11'- S" 11'- 11" 7• 6'- 2" 5'- 6" S'- 7" 120 MPH N. LOAD t0'- 5" t0- 7" ll'- 1" 1. 5 - 9 5'- 7" 4'- 10" 4"X 11"I 0.024 _- ___ - _ 9. 5•_ 5•• 5'- 0" 4'- 7" 95 MPH N. LOAD 12•- 3" 12'_ j•• 12'- t0" IU, 5,_ 1.. 4 - e•• 4'- h" 110 MPH N. LOAD 11'- 1" 11'- 4" 111- 10" 2"x_1"x 0..06"_EXT_- _ ----- 120 MPH W. LOAD 10'- 7" t0'- 6" I1'- O" 5 8'- 0" 4"X 48'•X 0_032 _- _ 6' 7•_ 3„ 6,_ 8" 6._ 2, 95 MPH W. LOAD 14•- 1" 14'- 3" ��,_ 8" 7 6'- 9" 6'- 1" 5'- 6" 110 MPH N. LOAD 12'- 10" 151- 1" 13'- 5" B' 6'- 4" 5'- 9'• 5'- 4" 120 MPH W. LOAD 11- 10" 12'- 0" 12•- 6" 91 5•_ il" 5- 5" 5'- 0" ELITE COMPOSITE PANELS 3105 H-14 2.0 f EPS CORE DENSITY 1"x_2"z-0.05"_EXT __-___-__ - PANBL 9IZH ROOM §PAR . "N" A8 SHONN ON DRAWINGS , "-5. 7'_ 9•• 7'- 0'• 6'- 6" 3"X 48"X 0.926 NO O. H. 1- 0. H_ 2' O_ H. 6' 7'- 1) 6'- 5" 95-MPH W. LOAD •• 15'- 7" . a.- 16'- t" 7' 6'- 6" 51- I1" 5'- 6" Ito MPH W. LOAD 14'- 2" l4'- 4" 14•- 4" 1. 6- 1" 5'- 7" 110 MPH N. LOAD 13'- 1" 13'- 3" 171- B" 9• 51_ 91• 5'- 3" 4'- 10 7"X 48"X 9_032__ ---_ _ _______--______-_ 10' 5' S" 51- 0" b 6" 95 MPH W. LOAD 17•- 7" 18'- 1" IB'- 5" 3•'x_2"x_0.07"-EXT__-----_-_---__--9.- ---- 110 MPH W. LOAD 15'- 6" 16'- 6" 161- 10" __-5. 91- 10" 9'- 0.. 8'- 4" 120 MPH N. LOAD 14'- 6" IS'- 3" 151- 7" 6' 9- 0" 8'- J" 4"X 48"X 0.026__----_____ __ 7• 8 4 95 MPH W. LOAD t6'- O" 1B'- 1'• IB'- 5'• 87- 9" 110 MPH W. LOAD 16,'- S" 16•- 6•' 16'- 10" 9- 7'- 4" 6'- 8" 6'- 2" 110 MPH N. LOAD 15'- 2" IS'- 7" 15'- 3" 10• 7•- 0" 6'_ 4" S'- 11" 4"X 4B"X 0.0_71_ 2"x 3"x 0.05" TILT_DEAM____________ _____-___-_-_- I -'9S MPH M. LOAD 19'- 11 -20 -�. 20._ y.. _. 5. - -_ 9._ 3" --§. 5,. 7'- l0" 110 MPH W. LOAD 18'- 1" l8'- 3" IB'- 5" 6' 8'- 5" 7'_ 8" 7•- 1" 120 MPH M. LOAD i6'- 9" 16'- 11" 17'- 3" 7' 7'- 10" 7'- 1" 6•_ 7" 6"X 48"X 0.026 ________-__ 8' 7'- 3" 6'- B" 6'- 7" 01, 95 MPH N. LOAD 22'- _��-___��___�--_ 22,- 6•• 9• 6'- 10" 6'- 7•' 5'- l6" 110 MPH W. LOAD 20'- 1" 20'- 3" 20'- 6' 10' 6'- 6" 5'- ll" 5'- 6" 110 MPH M. LOAD 18'- 7" 18'- B" 19'- 0" 2"z_4"z_O._OS"_TILT_BEAM____---___________ ---- 6"X 48"X 0.0_72__ _ _ _ _ 5' 11'- 1" 10'- 3" 9•- 6„ 95 MPH W. LOAD 14'- 6" 24'- 7" 74'- 10 6' 10'- 3" 110 MPH N. LOAD 22'- 4" 22'- 5•' 21'- 8" 7' 9'- 6" 6'- 8" 118 MPH N. LOAD 20•- 17" 20'- 6'• 1l'- 6" 8' 8'- 11" 8'- I" 7'- 6" 9. 8,_ 5., 7•- 1" 7'- 1^ TOTAL ROOM WIDTH . "N•• FROM TABLE 2. OR 7 +LENGHTS OF OVERHANGS 10• 8•- 0" 7•- 3" 6'- 9" •• 95 MPH WIND LOAD EXCEEDS LIVE LOAD REQUIREMENT FOR WALE ON ROOF 120 MPH MIND LOAD EXCEEDS LIVE LOAD REQUIREMENT FOR WALXON ROOF USP GREATER OF MIND LOAD FOR SELECTION OF ROOF PANEL. _ - USE THIS COLUMN FOR SELECTION OF BEAM FOR MALW ON ROOF. TABLE L. MAXIMM FIGHTS FOR SCREEN OR GLASS ROOM UPRIGHTS ALUMINUM 6067 T-6 ALIAY6 USING SCREEN PANEL WIDITI 'W' FROM DRAWING SELECT SPAN "H" SHOWN ON DRAWING MAXIMUM SPAR "H" WIDTH "W' - 36' 42" h8' S4" 60 66" 72' 76^ E1TR/BIONS I'x 2"x 0.04'• 6'-10' 6'-4" 5-11^ 5'- 6^ 5'- 4^ 5'- 1" 4-10" 1'z 2'z 0.06"• 8•- 3^ 71-7^ 7'- 1^ 6•-9" 6'-4^ 6'- 1" 5-10" - 7' 2^x 1"x 0.04" 9'- Z" 6'-6' 7-11' 7'- 6" 7'- 1^ 6'- 9" 1^x 2^x 0.05" 10'- 2' 9'- 5" 6-10" 8'- 2" 7'-11" 7'- 6^ 7'- 2^ 2'x 2'x 0.06" 11'- 1" 10'- 7" 9'- 7" 9'- 1" 8•-7" 6'- 2^ 71-10" 7'-6" 3': 2'x 0.05^ 10'- 8' 9'-11" 9'- 3' 6-9" 6'- 3' 7-11" 7'- 6' 7'- 3" HANGS N ROOF 2'1 3'f 0.05" 12'-10• 11'-11" 111- 1" 10'- 6" 9-11" 9'- 6" 9'- 1" 8'- 9" 2"x Tx 0.07• 13'- 8' 12'- 8" 11-10' ll'- 2" 10'- 6' 10'- 1" 91-6' 9'- 3' • DENOTES THE MAXIMUM SPAN THE EXTRUSION MILL SPAN WITH OUT ANCHORS. I RECOMMEND WALL ANCHORS NO LESS THAN 2' O.C. AND ANCHORS INTO CONCRETE DECK WITHIN 6" EACH SIDE OF UPRIGHTS AND AT 2' O.C. MINIMUM. NOTES: 1. GLASS ROOMS: THE ADDITION OF THE ALUMINUM WINDOW FRAME AND THE STRUCTURAL BE SUPPORT FRAMADDED ETOM HE UMRUPRHT By IGM WANDOYINDON BOTTOMRS�PORTALLOWS 2GX 2SX OROOKS .044"TO NOTES case li of uplans and loads due toore wind based oeworst EXTRUSION FOR THE FRONT WALL BEAM AND UPRIGHTS AS SHOWN ON THE CORRESPONDING O O O DRAWINGS AND RELATED TABLES. ADDITIONAL 2'X 2' X 0.04' STUDS SHALL BE AIDED _ UNDER THE WINDOW SUPPORT RAIL. ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE 2. VINYL ROOMS: THE SAME STMrPJRAI.LOADING AS SCREEN ROOKS APPLIES. LIRE PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BE REPRODUCED/COPIED, SCREEN THE VINYL WILL BLOW OUP AT WIND VELOCITY OF 63 TO 70 MPH. OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION ISNOT VALID WITHOUT Mr. BENNETT'S SIGNATURE AND EMBOSF.D SEAL ON A MASTER FILE COPY BELONGING TO THE PERSON USING A COPY OF THIS. SF LAWRENCE E. BENNETT SF ADS - CIVIL ENGINEER 81 DEVELOPMENT CONSULTANT ---- PO Box 4368 South Daytona , FI. 32121-4368 Phone no ( 904 ) 253-9960 14111 ___-- SIB G Eg� 1 '3 92 DRAWN SHEETS E A L LWB 3"x 3" ID _ fluted post Poured cont. 5/8"x 3 1/2" Bolt cont 24 80 Ib 2500 Sackcrete L 3"x3" Base. ISOLATED FOOTING _ 4 r 16 PRECAST PAD 81 SACKRETE I Ime shed pressure ne plate cane w/ bolts 4' sir.1613 4 nn N tin.arte� O V' Y Ioh. W/2ro—h. CENTER POST 1 mid span Im see simple span le 1 sheet 2 7postSee Detail N'2 Typ. r4" See footing detail T NOTE Contractor shall provide venficetion that the 9 rye host structure IS structurally comparable to ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE PORT the structure shown (Mobile home or conven- PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BF. REPRODUCED/COPIED, tlonal constructional). OR OSED IN ANY MANNER WITHOUT 1115 WRITTEN PERMISSION. INFORMATION IS NOT VALIU WITIIOUT Mr. BENNETT'S SIGNATURE AND EM009 ED SEAT. ON 1/B x2-1/2 Or 3'roll A MASTER FILE COPY DI:LONGING TO THF. PERSON USING A COPY OF THISa formed receivingch anchored to.b.le with 2n" IOx 1-3/4"SMS with ,,as es LAWRENCE E. B E N N E T T into truss butts and n"IOx 3/4"SMS betweentruss CIVIL ENGINEER & DEVELOPMENT CONSULTANT butts n112' o c Anchor pan to channe)with P.O Box 4368 South Daytona , FI. 32121-436 ai''6 o.c and oP Phone no (904 ) 253-9960 of pan ridge ACP EXISTING DRAWN SHEET I OF 2 SEAL IME " LW B F TABLE 2: MAX. ROOF REAM SPANS :ATTACHED CARPORTS 6067 T-6 ALLOY TABLE 3: SCHEDULE LEOF THRU BOLTS REQUIRED _ OF POST TO BEAM SIZE 6 f-_ __ -- - -- -- --- - ALUMINUM EXTRUSIONS BBAM 81ZB_CMINIMUM f of THRU BOLT- N. POST 9IZE 1/4' X d + 1/7" BEAM 9IZE FOR SPAN . L ON DRAWING USE "A" W + O.H. OR "W,. 2"X 3"X 0.05" TILT 3"X 3"X 0.06" Scalloped 2 2"X 4"X 0.05" TILT 3"X 3"X 0.06" 2 2"x 3"x0.05" TILT BEAM EXAMPLE: "A". 71+ 1'. 9' SEE 9' WIDTH "A" 2"X 4"X 0.120" SMB 3"X 3"X 0.06" 2 WIDTH "A" WALK ON R./120 MPH N. L. 93 MPH N. L. 110 MPH W. L. 2"X S"X 0.154" SMB 3"X 3"X 0.06' 2 S 3• 8'- 0" 9•- 3" 81- 5" 2•'X 6"X 0.135" SMB 3"X 3"X 0.093 3 6• 7'- 4" 8'- 5.1 7 8 2"X 7"X 0.130" SMB 3"X 3"X 0.093 3 7• 6'- 9" 7'- 10" 7'- 1" 2"X 8"X 0.224" SMB 3"X 3"X 0.125 4 8' 6'- 4" 7•- 4" 6'- 8" 2"X 9"1 0.224" SMB 3"X J"X 0.125 4 9' EXAMPLE 51- 11" 6'- 10" 6'- 3" -- ------- --- --- --- - -- 10' S'- B" 6'- 6" 5'- ll" ll' S'- 5" 6•- 3" 12' 5'- 2" S•- 11" 3'- S" 2"x 4"zO.05_TILT BEAM __- TABLE 4: MAX. ROOF AREA FOR ATTACHED CARPORT POST 5. -y._ 9.1 117_--3^------107_3-"- 6' 8'- 11" 10'- 3" 9'- S" FOR ALLOWABLE ROOF AREA USE "AREA" 9 X (W/1 + O.H.) 7' 8'- 3" 9'- 6" 8'- 8" EXAMPLE: "S". 7' W . 12', i O.H. +. 2' B• 7'- 9" B'- I1" 8- 2" "AREA" 36 SF 9 7'- 3" 8,- 5" 7._ 8- 10, 6'- 11" 8•- 0" 7'- 3" MAXIMUM ALLOWABLE ROOF AREA FOR VARIOUS ALUMINUM POST IN SF 13' 6'- 7" 7'- 7'• 6'- 11" POST TYPE 12' 6'- J" 7'- J" 6'- 8" 3"x 3"xO.060_SCALLOPED' DESIGNLOADS WIND VELOCITY LOADS ___ _ _ __ _ ____ POST HGT POST MAI f MACRON 95 MPH 110 M 7"i 4"X 0.120" S.M.B. PH 120 MPH__ _-_____-__ ____-_______ 11'-10" 8.760 434 578 482 4l3 5• l2'- 10" 14- 10" 13- 6" 12- 0" 5,328 266 355 296 254 6' I1'- 8" 13- 6" 12- 4" 1J._ 0" 3.211 161 214 178 133 7• 10'- 10" 12•- 6" 11'- 5" 3"x 3"x 0.040" ROLL PORMED•'___ _ ----- - 8' 10•- 1" ll'- B" -y 10'- 8" �•_ " 10.000 500 667 556 476 9' 9'- 6" I1'- 0" 10•- I" B._ 0" 7,407 370 494 412 352 10• 91- 0" 10'- 5" 9'_ 6" y._ 0. 5,926 296 395 329 282 11' 8'- 7" 10•- 0" 9'- 1" lo'_ 0" 5,183 259 345 288 246 12' e'- 3" 9'- 6.. 8'- 8" 111- 0" 3.704 185 246 206 176 -________________ 3 ___ '_x_3"z 0.90__TUBE__ 5• 15•- 2" 17•- 6" 16•_ 0" 11'-10" 14.580 729 6' 13•- 10" 16- 0" 14•- 7,• 12.- 0" 7,992 400 533 444 351 7' 121- 10" 14'- 10" 13'- 6" 17._ 0" 5,400 270 360 300 157 8' 12- 0" 131- 10" 12- 7" 3"x 3"s 0.125_ TILT_BEAM____-____ 9• 11'- 3" 13'- 0" 11'- 11" 11._ g" 19.440 971 1296 1080 926 10' 10'- 8" 12- 1'• Il'- 9" 12- 0" 14,400 720 960 800 686 11' 10'- 3" 111- 10" 10'- 9" 13•_ 0" 10.060 504 672 360 480 12' 9'- 9" it'- 3" 10'- 4" 4"1 4"x 0.173" TILT_BEAM•--___ 1"z 6"= 0_135_9_M_B-_______________________-_-_______ 157- 9" 26.190 1310 --1746 - 1435 1247 S• 17'- 10" 10'- 6'• IB'- 9" 181_ O" 16,490 823 1099 916 765 6• 16- 6" IB'- 9" 17- 1" 201_ 0" 10,670 534 711 593 508 . 7' I51- 0" 17- 4" 151- 10" - _ALLOY 6063 T_-6 . B. 14'- 1" 16•- 3" 14'- 10" • ALLOY X103 H16 9• 13- 3.. 15'_ 4„ ly'_ 0" l0' 12•_ 5.• 14'- 6" 13'- 3" TABLE 5: ISOLATED FOOTINGS ll' 11'- 0" l3'- IO" 12'- 8" MAXIMUM R66P AREA FOR CAR_POAT POST W( ISOLATED FOOTING 11' 11'- 6'• IS'- 3" IZ'- 1" FOR BELOM LISTED MIND VELOC ITV UPLIFT LOADS ____ ----- FOOTING TYPE 6 SIZE 95 MPH 110 MPH 110 MPH 6 5' 19'- 6" 22'- 6'• 10'- 7" POURED CONCRETE 19 2S 21 6' 17'- 10" 20._ 7„ 18._ 9.. 1._0..x 1._07.1 1._0.. B6 72 61 7' 16' -6" 19'- 1" 17'- 5" 1'-4"X 1'-4"X 1'-6" 163 136 116 8. 131_ S" 17'- 10" 16'- 3" 1'-6"X 1'-6'X 1'-0" 9• 14'- 6" 16'- 10" IS'- 4" 1'-8"X 1'-8"X 1'-0" 187 156 134 275 129 196 10' 13'- 9" 151- 11" 14'- 6" 1'-8"X 1'-8"X 2'-6" ll' 1346 288 257 3'- 1" IS'- 1" 13'- 10" 2'- "X 1'- 2'-6" 463 386 331 12' 11•_ 7" 14'- 6" 13'- 3" 1'-66"X 2'-66"X"X W/ 80 7_X_8"z 0.124_9_M_B____-_ PRE-CAST SLAB W/ 0" SACK-CRETE ON TOP 5. 26'- 3W------_____-_ __30 6"______ 27'- 11' 1'-4"X l'-4"I 2' (TO SLAB) ll7 97 56 6' 14- 2„ 27._ 11" 2S._ 5"• 7' 22•- 4" 15'- 10" 23'- 7• 8• 201- ll" 24- 1" 72- 0" 9' 19._ 8., 22._ y., 20,_ 9:: 10' 18'- 8" 21- 7" 191- 8" 11' l7'- 10" 201_ 7., 18._ 9•. 12' 17•- 1" 19._ 8.. IB._ 0.. 2"x 9"X_0_1]4"_9_M.B--------------------------------- 5• 281- B., 37'_ 1.. 18'_ 9.. 6• 26- 1" 30._ 3" 27,_ 7::.• 7' 14._ 3,. 28._ 1" 25._ 7 8• 22- 8" 16'- 2" 23- 11.. " 9' 21'- 4" 24'_ 1" 22._ 6 10' 20'- 3.," 23._ 5" 11'- y.. „ 11' l9'- 422,_ 4,. 20,_ 4 12' 18'- 6.. 21- y„ 19,_ 6„ NOTE All spans and capacities ore based on worst case of uplift loads due to wind velocities. 92 - 00044 ALLINFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE PROPERTY OF LAWRENCE E. BENNETT AND MAY NOT BE REPRODUCED/COPIED, OR USED IN ANY MANNER WITHOUT HIS WRITTEN PERMISSION. INFORMATION IS NOT VALID WITHOUT Mr. BENNETT'S SIGNATURE AND EMBOSF.D SEAL ON A NOT FILE COPY BELONGING TO THE PERSON USING A COPY OF THIS. LAWRENCE E. BENNETT CIVIL ENGINEER 8( DEVELOPMENT CONSULTANT j, P0. Box 4368 South Daytona , FI. 32121-4368 Phone no ( 904 ) 253-9960 ACP FEB A 3. 92 DRAWN SHEET 2 OF 2 SEAL LWB } cont. 1 Shading Type I denotes max roof area for columns and footings Tab 4&5 ape —3°x 3 _ fluted post. Q A W / 5/8"x3 1/2" Bolt. V 2 - o O O 4 80 Ib. 2500 Sockcrete. ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS THE 3°x3 Base. PRUPEHTY OF LAMRENCF. E. BENNETT AND MAY NOT BE S PRODUCEU/ COPIED, UR USED IN ANY MANNER M(TIIOUT HIS MR ITTF.N PERMISSION. INFORMATION IS NOT VALID WITHOUT Mr. BF.NNETT'S SIGNATURE AND EMBOSED SEAL ON .{ A MASTER FILE COPY BELONGING TO THE PERSON USING A COPY OF THIS. SACKRETE wable roof area LAWRENCE E. BENNETT CIVIL ENGINEER 81 DEVELOPMENT CONSULTANT ' LWB P.O. Box 4368 South Daytona , FI. 32121-4368 ' Phone no. ( 904 ) 253-9960 FSCP I FEB . 92 NQS DRAWN SHEET I OF 2 SEAL WB 1: MAI. ROOF PAN SPANS FOR FREESTANDING CARPORTS TABLE_ 3: SCHEDULE OF POST TO BEAM SIZE A # OF THRU BOLTS REQUIRED BEAM 91Zfi MINIMUM 1 of NRU BOLTS POST SIZE 1/4" I d + t/2" BUILDING SPAN USE "A" - AS SHOWN ON DRAWINGS READ SPAN BELOW "Z J"X 0.05" TILT 3"I 3"X 0.06" Scalloped 1 SIZE MAXIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIFIED 2"I 4"I 0.05" TILT 3"X 3"X 0.06" 1 ININUM INDUSTRY STANDARDS 3105-H14 OR_ H15 1"X ♦"X 0.170" SMB 3"I 3"I 0.06" 2 Z 17"I 0_.0_1_7_ N_O_ 0. f(_ 1' O_ H. 2' O__ H__ 7' 0. H_ 4' 0. H_ 22 4"I 0.154" SIMS 3"X J"X 0.06" 7 MPH M. LOAD 11'- 2" 11'- 4" 11'- 10" 12- B" 13- 9" 7"X 6"X 0.135" SMB 3"X 3"X 0.093 3 MPH W. LOAD 10- 3" 101- 5" 30'- I1" 11' 10" 12- 11" 7"X 7"I 0.130" SMB 3"X 3"X 0.097 3 MPH M. LOAD 9'- 8" 91- 11" 10- 6" It - 4" 121- 5" 1"X 8"1 0.724" SMB 3"X 3"X 0.125 4 Z 17"I0.016 7"X 9'X 0.774" SMB 3"X 3"I 0.125 4 MPH W. LOAD 11- 9" 11'- I1" 17- 5" 13 2" 14- 1" MPH W. LOAD 10'- 9" 101- 11" 11'- 5" 12- 7" 13- 4" MPH W. LOAD 10'- 7" 10'- 4" 10'- I1" 11'- 10" 121- ll" I l7"I 0_.030MPH-W. LOAD 121- 0" 12- 7" 12'- B" 13- S" 14- 5" TABLE 4_ MAX. ROOF AREA FOR ALUMINUM CARPORT POST MPH W. LOAD 10'- 11" I1'- l" 11'- 8" 11- 6" 13- 6" _-POR ALLOWABLE ROOF AREA USE "AREA" 9 X (W/2 + O.H.) MPH W. LOAD 10'- 4' to'- 7" I1'- 1" 121- 0" 13- 1" EXAMPLE: "S"- 7' , W - 12', 6 O.H. +. 2' THUS: "AREA" - 56 SF Z 17"I 0.031 POST TYPE -MAX. ALLOW. ROOF AREA FOR VARIOUS TYPE POST IN SF MPH W. LOAD 13'- 6" 13- 8" 14'- 1" 14'- 10" 15'- 9, 7"4 2":0_060" SCALLOPED'__-DESIGN_LOADS-AND WIND-VELOCITY_LOADS- MPH W. LOAD 12- 4" 12- 6" 13- 0" 13- 9" 141- 9" POST MGT POST MAI t WALKON ,95 MPH 110 MPH 120 MPH MPH W. LOAD Il- 9" 11'- 11" 121- S" 13- 7" 14- 2" I1'-10" 8,760 434 378 482 417 I 12"X 0.026 121- 0" 8.760 266 755 296 254 MPH W. LOAD 14'- 3" 14'- 7" 14'- 10" IS'- 7" 16'- 3" 13 - 0" 8,760 161 214 178 1 53 i MPH W. LOAD 121- 11" 13- 1" 13- 6" 14- 2" 16- 1" 7": 7"z 0.040"_ROLL-FORDED••__ - --------------- 1 MPH W. LOAD 12'- 3" 12'- 4" 12'- 10" 13'- 6" 141- 11" 7•- 9•• 10,000 500------ ----_- 667556 476 'I 17"I 0.0_71_ __ - 8'- 0" 7,407 370 494 412 352 I MPH W. LOAD 16'- 2" 16'- 4" 16'- 8'• 17'- J" 18'- i" y._ 0•• 5.926 296 795 329 202 I MPH W. LOAD 14- 10" 14- 11" 15- 4" IS'- 11" 16'- 10" 10'- 0" 5,185 259 745 288 246 I MPH W. LOAD 14'- 0" 14'- 2" 14'- 7" 14'- 10" 16- 7" 11•- 0" 7,704 105 246 206 176 'I 17"X 0_036 3"z 3"z 0_90"_TUDE• - __.. i MPH W. LOAD 17'- 7" 17'- 8" 18'- 0" 18'- 7" 19'- 3" 11'-10" 14,580 729 972-810 694 ) MPH W. LOAD 16- 0" 16- 7" 16- 6" 17'- 1" 17'- 11" 12.- 0•• 7,992 400 S7J 444 381 ) MPH W. LOAD 151- 2" 15'- 4" 131- 8" 16'- 4" 17'- 2" 13'- 0" 5.400 270 360 300 257 "I 11"I 0_040_ _______-- --- 3"z 3"z 0_175"_TILT BEAM'____-- --__to --------- --- S MPH-W.-LOAD 191- 10" 191- 11" 701- 2" 201- 8" 211- 4" 11'- B" 19,440 972 1296 1080 926 D MPH W. LOAD 18'- 1" IS'- 1" 18'- 6" 19'- 0'1 191- 9" 121- 0" 14,400 720 960 800 686 D MPH W. LOAD 17- 1" 17- 3" 17- 7" 18'- 2" 181- 11" 131- 0" 10.000 504 672 560 400 4"z 4"z 0.175" TILT_BEAM'_ _ ------- "W" PANELS 15=-9"--- ----26.190 1710- �--1746------1455 1247 5"X 2.5"I0.01S" N_0_ 0_ N_. 1' 0. H. 2' 0. H. 3' 0. H_ 4' 0. H. to•_ 0•l 16,490 825 1099 916 705 5 MPH W. LOAD 17'- 6" 11'- 8" 13'- 2" 13'- 11" 14'- 10" 10'- 0" 10,670 574 711 597 508 0 MPH W. LOAD 11'- S" 11- 7" 121- 1" 121- )t" 13- 11" 0 MPH W. LOAD to.- 10" 11'- 0" 11'- 7" 12- S" 13- 6" • ALLOY 6067 T-6 5"X 2.5"X0.034" _• ALLOY 7105 H16 S MPH W. LOAD 14'- 0" 14'- 1" 14'- 6" 157- 2" 16 - 1" 0 MPH W. LOAD 121- 9" 111- 11" 13'- 4" 14'- 1" 15''- 0" 0 MPH W. LOAD 17- 1" l7'- 1" 12'- 9" 13'- 6" 14- 6" TABLE 5: ISOLATED FOO_TIN_GS E: IP ROOM MAY BE ENCLOSED WITH GLASS WINDOWS IN THE FUTURE MAXIMUM ROOF AREA IN SIF FOR CARPORT POST W/ ISOLATED FOOTING O _ __ FOR BELOW LISTED WIND YELOC_ITY UPLIFT LOADS IT ISI RECOMMENDED THAT THE ROOF PANS BE SELECTED FROM FOOTING TYPE 6 SIZE 95 MPH 119 MPH 120 MPH THE GLASS ROOM SPAN TABLES_ POURED CONCRETE 1'-0"X 1'-0"X 1'-0" 29 25 Il 1'-4"X 1'-4"X 1'-4" 86 72 61 I'-6"X l'-6"X 2'-0" 167 136 116 ALUMINUM SUPER-PAN PANELS 3105_-H28 P_AT t 4,918,_898 1'-6"X 1'-B"X 2'-0" ltl7 156 134 IZE MAXIMUM SPANS OF PANS UNDER LOADS AND 0. H. SPECIFIED i'-8"X 1'-B"X 2'-6" 275 229 196 17"X 0.0_22 NO 0_ H. 1' 0. H. 1' O. H. 3' _0. H 4' 0. H. 2'-0"X 2'-O"X 2'-0" 346 28 257 6 MPH W. 6' LOAD 1 - 5" 16'- 6" 16'- 10" 17'- 4" 18'- 1" 2•_6"X 2'-6"X 2'-6" 467 786 731 MPH W. LOAD 14- 10" 14- ll" 15- 3" 151- 10" 16- 6" MPH W. LOAD 13- 11" 141- 1" 141- 5" 151- 0" 151- I1" PRE-CAST SLAB W/ BOJ SACK-CRETE 6 BACKFILL OVER SLAB 56 I. 17"1 0.018 __ 1'-4"X 1-4"X 1'-4" 117 97 MPH W. LOAD 181- I1" 19' 0" 19'- 4" 19 9'• 20'- 5" MPH W. LOAD 17- 1" 17- 2" 17- 6" 18'- 0" MPH W. LOAD 16- 1" 16- 3" 16- 7" 17- 1" 17- 10" I_ 12"X (1.030_ _ -- -- - - MPH W. LOAD 197 - 10 10'- 2" 20'- 7'• 21'- 3" MPH W. LOAD 17'- 11 10'- 0" 18'- 3" 18'- 9" 19'- S" MPH W. LOAD 16- 10" 17- 0" 17- 3" 17- 10" 18- 6" I_ l7"I0_.076______ MPH M. LOAD 71'- 7" 21'- B" 11-111" 2]'- 4" 2Z MPH W. LOAD 191- 6" 191- S" 191- 11" 101- 4" 11'- 0" MPH W. LOAD 1S- 5" IS- 6" 18'- l0" 191- 3" 191- ll" "W" PANELS "I 2.3"X0.018" NO 0_ N. 17-6. N_. 2' O. H. 3' 0_ H 4' 0. H. MPH N. LOAD 17'- 4" 17- 5" 17- 9" 1S- 4" 19- 1" MPH W. LOAD 151- 10" 131- 11" 16- 2" 16- 11" 17- S" MPH W. LOAD 15- 0" 15'- 1" 15- 6" 16- 7" 17- 0" "I 1.3"I0.034" __ - _ -- - - MPH M. LOAD 19'- 2" 19' 3" 19'- 7" 201- 1" MPH W. LOAD 17'- 6" 17'- 7" 17'- 11" 18'- 6" 19'- 1" MPH W. LOAD 16- 7" 16- 8" 171- 0" 17- 7" IS- S" �D LENGHTS OF OVERHANG§ TO "W" POR TOTAL CARPORT WIDTH. t: IF ROOM MAY BE ENCLOSED WITH GLASS WINDOWS IN THE FUTURE IT ISIRECOMMENDED THAT THE ROOF PANS BE SELECTED FROM THE GLASS gdoH SPAN TABLFS8 NOTE All spons and copocihes are based on wOc case of uplift loads due to wind velcCitle; ALL INFORMATION AND DETAILS COULD ON WR 0 0 4 ,'IVIED, PROPERTY OF LAWRENCE E. BENNETf AND MAY NOT OR USED IN ANY MANNER WITHOUT 11IS WRITTEN PEFMl-iiuJN Ini'CRMATION IS NOT VALID WITHOUT Mr. HENNF.PT'S SIGNATURE AND EMB09ED SEAL ON A MASTER FILE COPY BELONGING TO THE PERSON USING A COPY OF TH, S. LAWRENCE E. BENNETT CIVIL ENGINEER 81 DEVELOPMENT CONSULTANT PO Box 4368 South Daytona , FI. 32121-4368 Phone no ( 904 ) 253-9960 FSCP �E� 1 �• 92 DRAWN LA B SHEET 2 OF 2 S E A L Spon see Table I Alum, panel roof over. ion Table I \Roof over aluminum Vented aluminum soffit —� panel. gable closures ea end p opt-all sections Aluml win fascia or gutter — Double wide mobile home. - - 3 no 8�x V2" SMS each panel. ---�— i 2ble'14 SMS each side 24" wide break-form sheet -- -V` _- Aluminum ridge cap olurrunum ridge cat. Fxisting coach framing. y Note Ridge may be 4-5/8"olum underskirt 2 no.8SMS formed by cutting No84x 1/8"Sheet fascia(shown) riser of cont.panels -` metal screws at each or a lumnum panel riser gutterVented airspace I"x 2-1/5"x 0 06 �� 2"x2"roll formedongle,, - receiving channel top \eo side w/3 NoBxl/2 bottom with2 x2 2"x 3"x004"roll formed posts at 3`0"OC angle within, 10 x 3/4 �r 1 1/2°reser aluminum SMS at 6"C-C info coach from C luminum pan size Table I 1 No 10XI-1/2"SMS of I'-4"c-c roof panels w/nw 3 no 8 4 x I-1/2"SMS eo panel Sheet foam insulation 2 Sheet foam insulation -� Roof overhang. it,mobile home framing and wall cover IF OVER TYPE i DOUBLE WIDE ROOF OVER TYPE I I TABLE 1_ MAXIMUM 9PAN FOP VARIOUS ROOFOVER PANS NOTES I Composite panels of Comparable spon Capacity may be used WIND VELOCITY 95 MPH Ito MPH 120 MPH 2 All roof overs are designed for uplift for wind velocity loads stated PAN SPEC. -_ ---------------- INDUSTRY STANDARD 7105 H14 i H25 1-1/4"X 12"X 0.019" e'- 9" e'- 0" 7'_ 3" 1-1/4"X 12"X 0.024 10'- 6" 9'- 7" 8'-11" 1-1/2"X 12"X 0.019" 7'- 8" 7'- B" 7:- 8., 1-I/2"X 12"X 0.024" 7'- 8" 7'- 8" 7'- e" 7"X 12"X 0.024" 10'- 6" 10 10'- 6" 7"X 12"X 0.070" 16'- 2" 14"-10'• 14'- 0" +/ 2 — 0 0 0 4 'T ROYAL ALUMINUM 7105 H28 TT 1-1 111-10"12"X 0.019" 11'- 9" t0'- B" 9'-10'• ALL INFORMATION AND DETAILS CONTAINED ON THIS DRAWING IS HF: SeOrTL.. 1-1/4"X 12"X 0.024" 14'- 1" 12'-10" 11'-10" PROPERTY OF LAWRENCE E. BENNETT AND HAY NO'r BE REPRODUCED/COPIED, 2-1/2"X 12"X 0.022" 16'- S" 14'-IO" 17'-11'• OR USED IN ANY MA NE WITHOUT H1S WN ITT'EN PERMISSION. INFORMATION 'Cure 2-1/2"X 12"X 0.028" 18'-I1" 17'- 1'• 16'- 1" 19 Nor VALID WITHOUT Mr. DF.NNETT'S 91GNATURF. AND EM803Ep SEAL ON A MASTER FILE COPY BELONGING TO THE PERSON USING A COPY OF THIS. e and/ "i aon LAWRENCE E. B E N N E T T sinless CIVIL ENGINEER 81 DEVELOPMENT CONSULTANT , /� P0. Box 4368 South Daytona , FI. 32121-4368 rents Phone no. : ( 904 ) 253-9960 reset RO 9Z DRAWN �Eg � •3 SHEET OF SEAL LWB rS=a,�ri y: City of Atlantic Beach APPLICATION NUMBER js Building Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 D Phone(904)247-5826 • Fax(904) 247-5845 - _ r E-mail: building-dept@coab.us Date routed: � le 1 1� City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM ,/71 SqVa" Z,445 / De ment review required Yes No Property Address: Ll C• uildin ' ing & Zoning Applicant: Public Works •,�-, : ,.. .,PlI.bIIC Utilities '� �ld �Z� Project: �Cr�� Public Safety - Fire Services Other Agency Review or Permit Required Review or Receipt Dateof 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: APPI-119ATION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: Ci / (} PUBLIC WORKS PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: \ AdJ 09 \ cn ` To Ho L' \ e O L t ) U u ra — fu N (7 � 00 - N _O C O .. 0 -0 L 0 fu m2OD Overhang on this side 5' 2" Shall Not Encroach Adjoining Property N 0W 0 N 0 � S,C) L Wind Zone 120 C Exp B C Conversion i Basic Wind Pressure 17 20.57 in Roof Design Pressure 13 15.73 7 � Wall Design Pressure 15 18.15 `° L) � 3 Decimal cp 6 Original Conversio Member Q `erence Span n New Span Used As v ,; -120 6'8" 0.94 6'-3" Edge Beam -120 916" 0.91 81-8" Post •120 10'8" 0.91 91-8" Post g 120 6'1" 0.91 5'-6" Girt 8 z 12'11" 0.91 11'-9" Roof \ \ w a \ CLJ o _ Z u ` U Q A Y� Z ` ~ 0 Zw r C Z Q 51 21' o U 410" 4!�� \\ CO o = 4J - _ > o 2x4 SMB o 2x5 Holldw `� a W w o K2 ollow Girls c i E In E ;Post wl_2x2 Hollow Gjrts; `\ \ o cn -- ---------- w O U `z U w Co UJ K-)x x i W Z \ CY Z X _ ./://///i////ii//iii ;/.//i//l(iiiiiiiii \\ \\,� a 3 W m ..... O U jn I s 0 —I � o Sheet # vation Right Side Elevation z L O T d O�0 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES — 3A.1.1 &3A.1.2 'LW' FOR / MAX. H* / UPRIGHT HEIGHT(h) 1"x 2" MIN.3-1/2"SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN,ACRYLIC OR VINYL ROOM PAGE 3A-37) W/SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2"PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 'P/2' 'P/2' (SFASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS (SEE TABLES) w C9 � Z � O.H. U � SOLID ROOF / / w � NO MAXIMUM Cn (ELEVATION SLAB OR GRADE) P=PROJECTION FROM BLDG. VARIES VARIES LW= LOAD WIDTH k -'P'VARIES — NOTES: 1. ANCHOR 1"x 2"OPEN BACK EXTRUSION W/1/4"x 2-1/4"CONCRETE FASTENER MAX.OF 2'-0"O.C. AND W/IN 6"EACH SIDE OF UPRIGHT ANCHOR 1"x 2"TO WOOD WALL W/#10 x 2-1/2"S.M.S.W/ WASHER HEADED COLUMN INTERNALLY OR W/ANCHOR CLIPS AND(2)#8 SCREWS W//WASHERS @ EACH POINT OF CONNECTION. USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2+O.H. 2. SELECT FRONT WALL BEAM FROM TABLE 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123W30E140 150 #8 ] 2 #12 TYPICAL SCREEN ROOM SCALE: 3/16"= V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpe@be Ilsouth.net PAGE © COPYRIGHT 2006 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: (2)#10 x 1-1/2"S.M.S. THROUGH SPLINE GROOVES EDGE BEAM _ — — — SIDE WALL HEADER 1"x 2"OPEN BACK ATTACHED ATTACHED TO 1"x 2"OPEN TO FRONT POST W/ BACK WI MIN. (2)#10 x 1-1/2" S.M.S. #10 x 1-1/2"S.M.S. MAX.6" FROM EACH END OF POST AND 24"O.C. SIDE WALL GIRT ATTACHED TO 1"x 2"OPEN BACK W/MIN.(3) #10 x 1-1/2"S.M.S. IN SCREW BOSSES FRONT WALL GIRT ® ® � FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/1/4"x 2-1/4" 1"x 2"OPEN BACK ATTACHED CONCRETE/MASONRY TO FRONT POST W/ ANCHORS @ 6"FROM EACH #10 x 1-1/2"S.M.S. MAX.6" I POST AND 24"O.C. MAX.AND FROM EACH END OF POST WALLS MIN. 1" FROM EDGE OF AND 24"O.C. 1" CONCRETE MIN. — a. a . a 4 a TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 E m a i I: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS PURLIN OR CHAIR RAIL ATTACHED TO BEAM OR POST W/INTERNAL OR EXTERNAL'L' SCREW BOSSES CLIP OR'U'CHANNEL W/MIN. (4)#10 S.M.S. �1 O T O PURLIN,GIRT,OR CHAIR RAIL SNAP OR SELF MATING BEAM ONLY SNAP OR SELF MATING BEAM ONLY PURLIN TO BEAM OR GIRT TO POST DETAIL SCALE: 3"= V-0" FOR WALLS LESS THAN 6'-8" FROM TOP OF PLATE TO CENTER OF BEAM CONNECTION OR BOTTOM OF TOP RAIL THE GIRT IS DECORATIVE AND SCREW HEADS MAY BE REMOVED AND INSTALLED IN PILOT HOLES X21 FOR ALL OTHER PURLINS AND GIRTS IF THE SCREW HEADS ARE REMOVED THEN THE OUTSIDE -' OF THE CONNECTION MUST BE STRAPPED FROM GIRT TO POST WITH 0.050"x 1-3/4"x 4"STRAP AND (4)#10 x 3/4"S.M.S.SCREWS TO POST AND GIRT IF GIRT IS ON BOTH SIDES OF THE POST THEN STRAP SHALL BE 6"LONG AND CENTERED ON THE POST AND HAVE A TOTAL(12)#10 x 3/4" S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpe @ be Ilsouth.net PAGE © COPYRIGHT 2006 3A-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-0 For 3 second wind gust at 110 MPH velocity;using design load of 13.0#/SF Tributary Load Width'W'=Purlin Spacing Sections 3'-0" 1 3'-6" 1 4'-0" 1 4'-6" 5'-0" 1 5'-6" 1 6'-0" 6'-6" 7'-0" 7'-6" Allowable Height 'H'/bending'bor deflection'd' 2"x 2"x 0.044" Hollow 7'-6" b 6-11" F-677" b 6'-2" b 5-10" bj 5'-7" b 5'-4" bj 5'-1" b 4'-11" b 4'-9" b 2"x 2"x 0.055" Hollow 8'-10" b 8'-2" b 7'-8" b 1 7'-2" b 6'-10' b 1 6'-6" b 6'-3" b 5'-11" b 5-9" b 5'-7" b 3"x 2"x 0.045" Hollow 8'4" b 7'-8" b 7'-2" b 6'-9" b 6'-5' b 6'-2" b S-10" b 5'-8" b 5'-5" b 5'-3" b 3"x 2"x 0.070" Hollow 11'-1" In 10'-3" b 9'-7" b 9'-1" In 8'-7" b 8'-2" b 7'-10" b 7'-7" b 7'-3" b 7'-0" b 2"x 3"x 0.045" Hollow 10'-2" b 9'-5" b 8'-9" b 8'-3" b 7'-10" b 7'-6" b 7'-2" b 6-11" b 6'-8" b 6'-5" b 2"x 4"x 0.050" Hollow 10'-8" b 9'-11" b 9'-3" b 8'-9" b 8'-3' b 7'-11" b 7'-7" b 7'-3" b 6-11" b 6'-9" b 2"x 5"x 0.062" Hollow 13'-9" b 12'-9" b 11'-11" b 11'-3" b 10'-8' b 10'-2" b 9'-9" b 9'4" b 9'-0" b 8'-9" b 2"x 4"x 0.046" S.M.B. 15776" b 14'4" b 13'-5" b 12'-8" b 12'-0" b 11'-5' b 10'-11" bi 10'-0" b 10'-2" b 9'-10" b 2"x 5"x 0.050" S.M.B. 18'-6" b 17'-1" b 16'-0" b 15-1" b 14'4" bj 13'-8" b 13'-1" b 12'-7" b 12'-1" b 11'-8" b 2"x 6"x 0.050" S.M.B. 19'-3" b 17'-10" b 16'-8" b 15'-9" b 14'-11' b 14'-3" b 13'-8" b 13'-1" b 12'-7" b 5'-9" b 2"x 2"x 0.044" Snap 9'-2" b 8'6" b 7'-11" b 7'-6" b 7'-1" b 6'-9' b 6'-6" b 6'-3" b 5'-11" b 5'9" b " b 7'-1" b -4 2"x 3"x 0.045" Snap 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-1' b 7'-8" b 7'�" b 7'-1" b -4b 6'-7" b 2"x 4"x 0.045" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3' b 7'-11" b 7'-7" b 7T' " 3"x 3"x 0.045" Fluted 9'-1" b 8'-5" b T-10" b T-5" b T-0" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 5'-9" b 3"x 3"x 0.060" Square 1 11'-2" b 10'4" b 9'-8" b 9'-1" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 3"x 3"x 0.093" Square 16'-0" b 14'-10" b 13'-11" b 13'-1" b 12'-5' b 11'-10" b 11'4" b 10'-11" b 10'-6" b 10'-2" b 3"x 3"x 0.125" Square 19'-1" b 17'-8" b 16-7" b 15'-7" b 14'-10' b 14'-1" bi 13'-6" b 12'-11" b 12'-6" b 12'-1" b 4"x 4"x 0.125" Square 24'-9" b 22'-11" b 21'-5" b 20'-2" b 19'-2" b 18'-3" b 1 17'-6" bi 16'-9" bl 16-2" b 15'-8" b For 3 second wind gust at 120 MPH velocity;using design load of 15.0#ISF Tributary Load Width'W'=Purlin Spacing Sections 3'-0" 1 3'-6" 1 4'-0" 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 7'-6- Allowable Height 'H'/bending'b'or deflection'd' 2"x 2"x 0.044" Hollow 6'-11" b 6'-6" b 6'-1" b 5'-9" b 5'-5" b 5'-2" b 4'-11" b 4'-9" b 4'-7" b 4'-5" b 2"x 2"x 0.055" Hollow 8'-2" b 7'-7" b 7'-1" b 1 6'-8" b 677b 6'-1' b 5'-10" b 1 5'-7" b 5'4" b 5'-2" b 3"x 2"x 0.045" Hollow 7'-9" b 7'-2" b 6'-8" bi 6'-4" b 5'-11' bi 5'-8" b 5'-0" b 5-3" b 5'-1" b 4'-11" b 3"x 2"x 0.070" Hollow 10'-4" b 9'-7" b 8'-11" b 8'-5" b 8'-0" b 7'-8" b 7'4" b 7'-0" b 6'-9" b 6-6" b 2"x 3"x 0.045" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11' b 6'-8" b 6'-5" b 6'-2" b 5'-11" b „ , , 7'-0" b 6'-9„ b 6'-6" b 6'-3" b 01j 2 x 5"x 0.062" Hollow 12'-10" b 11'-11" b 11'-1" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-1" b 2"x 4"x 0.046" S.M.B. 14'-5" b 13'-4" b 12'-0" b 11'-10" b 11'-2" b 10'-8" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b 12'-2" b 11'-8" b 11'-3" b 10'-11" b 2"x 6"x 0.050" S.M.B. 17'-11" b 16'-7" b 15'-6" b 14'-8" b 13'-11" b 13'-3" b 12'-8" b 12'-2" b 11'-9" b 11'x" b 2"x 2"x 0.044" Snap 8'-6" b 7'-11" b 7'-5" b 1 6'-11" b 6'-7" b 6'-4" b 6'-0" b 5'-9" b 5'-7" b 5-5" b 2"x 3"x 0.045" Snap 9'-8" b 8'-11" b 8'-5" bj 7'-11" b 7'-6' bj 7'-2" b 6-10" b 6'-7" b 6'4" b 6'-1" b 2"x 4"x 0.045" Snap 10'-5" b 9'-8" b 9'-1" b 8'-6" b 8'-1' b 1 7'-9" b 7'-5" b 7'-1" b 6-10" b 6'-7" b 3"x 3"x 0.045" Fluted 8'-5" b 7'-10" b 7'4" b 6'-11" b 6'-0" b 6'-3" b 5'-11" b 1 5'-9" b 5'-6" b 5'4" b 3"x 3"x 0.060" Square 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0' b 7'-8" b 7'4" b 7'-1" b 6'-10' b 6'-7" b 3"x 3"x 0.093" Square 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 3"x 3"x 0.125" Square 17'-9" b 16'-6" b 15'-5" b 14'-6" b 13'-9" b 13'-2" b 12'-7" b 12'-1" b 11'-8" b 11'-3" b 4"x 4"x 0.125" Square 23'-0" b 21'-4" b 19711" b 18'-9" b 17'-10" b 16'-11" b 16'-3" b 15-8., b 15'-1" b 14'-7" b Notes: 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. REVISED APRIL 2007 Lawrence E. Bennett, P.E. FL# 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpo@t)ellsouth.net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3A-2`C SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS DOOR HINGE LOCATION 2 x 2 EXTRUSION 2 x 2 EXTRUSION HINGE LOCATION HINGE LOCATION NOTES: 1. Door to be attached to structure with minimum two(2)hinges. 2. Each hinge to be attached to structure with minimum four(4)#12 x 3/4" S.M.S.. 3. Each hinge to be attached to door with minimum three(3)#12 x 3/4" S.M.S.. 4. Bottom hinge to be mounted between 10 inches and 20 inches from ground. 5. Top hinge to be mounted between 10 inches and 20 inches from top of door. 6. If door location is adjacent to upright a 1"x 2"x 0.044"may be fastened to upright with#12 x 1" S.M.S.at 12"on center and within 3"from end of upright. TYPICAL SCREEN DOOR CONNECTION DETAIL SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A-40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 REMOVE RAFTER TAIL TO HERE REMOVE ROOF TO HERE #8 x 1/2"S.M.S. SPACED @ PAN RIB MIN. (3)PER PAN EXISTING TRUSS OR RAFTER - FLASH UNDER SHINGLE #10x 1-1/2"S.M.S. OR WOOD LL -i _ SCREW(2)PER RAFTER OR 00 z a TRUSS TAIL 0- o 1-1/2" x 1/8"x 11-1/2"PLATE OF HOST STRUCTURE 6063 T-5, 3003 H-14 OR 5052 H-32 HEADER NEW 2 x FASCIA REMOVED RAFTER TAIL ROOF PAN TO FASCIA DETAIL SCALE: 3"=V-0" REMOVE RAFTER TAIL TO HERE REMOVE ROOF TO HERE #8 x 1/2"S.M.S. SPACED @ 8"O.C. BOTH SIDES EXISTING TRUSS OR RAFTER - FLASH UNDER SHINGLE #10 x 1-1/2"S.M.S.OR WOOD SCREW(2)PER RAFTER OR W a TRUSS TAIL n.:o. HOST STRUCTURE - COMPOSITE ROOF PAN HEADER NEW 2 x FASCIA REMOVED RAFTER TAIL COMPOSITE ROOF PANEL TO WALL DETAIL SCALE: 3"= V-0" Lawrence E. Bennett, P.E. FL# 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (3a6)767-4774 Fax#:(386)767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 7'`C SOLID ROOF PANEL PRODUCTS SECTION 7 rnd nlnlnrnrrnrno OI`y n n nrnrrnrno my MMV)rnrrnrno °I`y MInlnrnrrnrno C > V McomrmmC, C > V u7Omrmm� C > C �(Dmrmm� C > V�Vlmrmm� w v w m m m Ia a, 0000�1� f� m C 0000000 y C OOO OO��a; y C 00000000 U-_ �j vvvv MM 1J vvvvvvvM O>U vvv "vv M h O>L) vvvvvvvv co N M u7 u7 m m =°(M r N In u7 M O 2b(")r<M cn N co C, M r N U')N co O N In �NMM�V V cnm .O ONNM�V V cnm �NNM�V V u7m @N NMM V V u7O C y � y '� o ED co U � Oin(7yy W Wy (7( l2=�CWinco � qa omo M Lu (Op _ °MNM InlnMm °co n nMo E �Mrrn n nMo E �MrNvmmMo .a O p N Cl)M V C Ln O O O N N M M C V I1')co ° O N N M V V V'n m ° @ N N co M M M I!')cD CL o 0 o p o o o p_ Q M'c o�v M M N C O f N(V N N in (''c ih r) oo D - - @ R aUi fO In MND ED mrin in(`')MN r�cnNNN.-O @ �m�CD cn II)c")N C 7 y 7 y?9 7 y 7 Vi (9 N O O O _ O L d r N Q) Q)m =°M r Q) u'7 M m M N O u7 N m m M r N In M O N M M V7 In In(D N N M V V LL7 M N M M V 7 M UD N N co V V M 10 C y�N O _ �N O_ _ _ _ _ c y 2��rn� n nm � 'r@m n goo(USo� o m In N N - y -CO' t`) y f�m((J M(V N O Vl r M le rmN (DmN N =O r m N M(D O ON M rm N M(D(DmN M rmN CI) V O 1°1 ` O��N N M M M V LL y O� �N N N M M V S O y ��N N N M M V t 0 y 't i N N N M M CO m ma e'v 0 o ° v o d >Q C�(V cD��N N(h "' > CO)NN�m� r(V�' > C V �01�� W O Ip ' ' _ y O Ip W O R I In O R -_ i d CU r- r-- inM N N� C(„) OO m I- (D in in cM CU Oapr (D V7MM(V W U yNNiTmm�� A O Q.0 y r m y N N r Q y r- d 0 O d U 2arm C'4 (0(0 C14 `l U =°r mN M(00(DNT U �rmN Mm OON V =°rm NMm0C)V 01 J p nl 10�.-NNMM MC O Y �� N N N MMM O « O��N NN MM V U M ��NNNM MM N LO) R d Q M C('7 O)r mI (4 1� r a Q M C ll;) g q N N N Cn M R (D r N N r r m a M m in V 0)aDF In 1Y > W N 10�Oibm1�<Dmin W Omr I�(D in EnN W y NNOToO �(D OG C A N N y N O y O yEE N E �r � E « �– c� p — p o o c d 0.aN O r r mmN N O r mNM(D m m N� 0 rmNM mcON In p �r m N M(DO ON L OQ N 2 R - N M M M V (V •" N N N co co N 0: b N N M M M V N D:' O N N N M M V U S C(V p S C N O S C N O S C N 4, _ y _ _ _ _ _ _ _ _ p N 'O p d C (�J (`�u; p m C N co N m N(V N p d C in O) (i,7 p d C N r r N + ° V f0M N� �O a U lOOm CD u7(7<hN� U R �In(n(h NNc-� U� OOOmr Oln in(7 L OIt U) y N r(A y r r(D 7 lA y r 7 m S � 2 �2 �2 3 +i _ O d 'n O M ON N N M O M V r r O N N N 0 p M V r r ON N N N O O M v r r NO N N N N M O O M O OIn M p O M O p---� + `p in oc o� 4 4Y �� or—c: Dgoo� p� �2 mco ��000 o�v��co��[C—M, u h L M O Q)m m I d Wa.N - - - _ a) M In N N O m �••� p y N QJ r r m LL7 In N Q lti y N N N N m Q y N N m m In Q y N N N N NVE ° O E O O E Cn 'aO C p -O M V r r O M M N C 6 2- VrrO M M(D C N b M V r r O N N N E p �c 2-,! N N O N N N M O l0 N N N N O MO OO ! O p CO O E O •> �, Og(")C�ct�1�'-= min Q� (+'�m�O)N Omm(D ODM CNcq� �QJ in in�Q� (+' � L IO Q y O OoOmI�� (h y V V �O mo]r y y �<'7(V O-W 1�r(D y (D�(")N 00 N N— I[')u7 N m y N N N N N� 07 y N N N S y N N N NNN N� �3 Q1 O 7 D C 7 D C 7 C 7 N WO 1 ` b.M V r r O M M m a. ` M 7 r r 0 N N M a ` �M V r r O N N N d 0 N N N M_ �� c-d N N N N_ r r _ •- a. •� N C� C��I�NM� �O p C CNCD(D��m� p ��-E co 7N Q)m�r Np C °r C�N�IAv� �� O ` C d MCL 0 -_ O O](0(D(n N O O O(V O �m cD u7O OOm 1�CO LO(n<'7O N W(r) C)Omf� rcD c6 I` U x 0 y m N N X p y N N X D y N N X D y N NNN H d w Co W2 r N 7-0 d2 �N �-O NS N d' C ICO'D C2000MOp p0 3 C_ C O O O M O p 0 O C C O O O M O p p 0 C C a 0 0 0 ID M O Op p 0 _ d N O , N O r N N M I n X N O N N M u) X N O N N M V V 7 X�N N O N N M N O F- 2 M M C Z .. ELUX 200T Lawrence E. Bennett, P.E. FL# 16644 Elite Aluminum Corporation CIVIL&STRUCTURAL ENGINEERING 1801 N.W.64th Street P.O.Box 214368,South Daytona,FI 32121 Panel ProAuds Telephone#: (386)767-4774 Fax#: (386)767-6556 Ft.Lauderdale,FL 33309 Email: lebpe@bellsouth.net Tel:(954)491-3700 Fax:(954)491-1433 PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 7-35 `L3 DESIGN / COMPONENT SELECTION FOR A - 23008 0 B PATIO ROOM w/ a SOLID ROOF -Screened or Enclosed Using as Reference: Aluminum Structures Design Manual Florida Building Code, 2007 Edition by Lawrence E. Bennett, P.E. Designer Alec D.Barnes of: Specialty Structure Design Jobsite Address: 479 5elva Lakes Circle Owner: 5tan6iell Contractor(if other than Designer): Florida Georgia Contractors Date: 30-5ep-2008 Wind Zone: 120expC mph For a: 9 Screen (only) - ❑ Vinyl Room - ❑ Glass Room (Homeowner Affidavits as Req'd by Bldg Dept Jurisdictions) Overall Room Size: Length: 15'-G" Ft. by Projection of: 8'-0" Ft. Overhang on Host Structure: n/a , Attached Aluminum Cover[Clear] Spans: g' Room Height @ Roof Attachment: 7'-9 , and, @ Roof Bearing Wall: 7>-4 A) Roof Panel Selection: (for Standard 3" Riser or Composite Pans per Section 7, Table 7.1.x, , Paged Using: ❑ 3" Riser by 12" Wide by ❑ .026" or, ❑ .032" thickness by 3105H14 Alloy Panel (see Page OR, ❑ 3" Industry Standard Composite Panel Roof w/ ❑ .024" or, ❑ .030" Skin (see Page ), OR, ❑ Other 3"Elite Composite Fanel Roof Specialty Panels, per 7-35 B) Intermediate Beam: ® NO ❑ YES (per Section 2, Table 3.1.__, Page______) Spacing = Span = Member Selected = C) Edge Beam c(D. Roof Bearing: (per Section 3, Table 3.1.x, Pages 3a_12 ) Tributary Load Width ('/2 Span + Overhang) = 5 -6 (Ft) - Round Up to: 6-0" (Ft) Select Extrusion: 2 X 3 X •045 w/ Maximum Allowable [tabular] Span of: 6'-3"(Converted) D) Columns (Posts. Uprights) in Roof Bearing Wall: (per Section 3, Table 3.2.x, Page_3a_25 ) Typical Spacing & Load Width("W"): 5'-2" (Feet) Rounded to Nearest Tabular Value of: 5'-6'' (Feet) Wall Height: 7'-4" & Post Span is: 7'-4" , Selected & Using: 2x4 5M13 or 2x5 Hollow E) Columns(Posts Uprights) in NON-Bearing Wall: (per Section 3, Table 3.2.x, Page_3a-25_) Mark ( P1 ) -Width of: 4'-011 by height & span of: 7'-7Selected / Using 2x4 SMB or 2x5 Hollow Mark ( P2 ) -Width of: by height & span of: 7'-7 Selected / Using 2x4 SMB or 2x5 Hollow F) Wall Horizontals(Secondary Screen Wall Members): (per Section 1, Table 3.2.x, Page 3a_25 ) (Note: Maximum vertical spacing of wall horizontals{aka girt}=T-0") 1) Height(from sole plate) 1' g (ft) Load Width 4'-0" (ft) Span 5'-2" (ft) Using xx 2X2 Hollow or 2) Height(from sole plate) (ft) Load Width 4`0" (ft) Span 4'-0" (ft) Using xx 2X2 Hollow or G) Miscellaneous Elements: Exterior Corners/ Intersection of Bearing and Bearing Walls: 2X2 Hollow and 1X2 OB (Composite 2X3) CITY OF ATLANTIC BEACH j s 800 SEMINOLE ROAD ±� ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 jilt Application Number . . . . . 08-00001429 Date 10/29/08 Property Address . . . . . . 479 SELVA LAKES CIR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 6274 ---------------------------------------------------------------------------- Application desc screen enclosure ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ Standell, Scott FLORIDA GEORGIA CONTRACTORS 479 SELVA LAKES CIRCLE 11433 SAINTS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32246 (904) 641-7010 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 65 . 00 Plan Check Fee 32 . 50 Issue Date . . . . Valuation . . . . 6274 Expiration Date . . 4/27/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total 32 . 50 32 . 50 . 00 . 00 Grand Total 97 . 50 97 . 50 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH pra&-C;� Appy v 840 Seminole Road, Atlantic Beach FL 32233 Office:(904)247-5826 • Fax: (904)247-5845I,r ( l )b Address: 5-alya / (,k Permit Number: 6 IL�� n -gal Description L✓ i,✓� l�62,5 �T Valuation of Work(Replacement Cost)S ■ Class of Work((Circle one): New �dditjga,-' Alteration Repair M -e■ Use of existing/proposed structures) (Ciane): Commercial rRestdential ■ If an existing structure, is a fire sprinkler system installed? (Circle one : o /A ■ Is approval of homeowner's association or other private entity require? (Circle one): No escribe in detail the type of work to be performed: J rot)erty Owner Infornimtion �intractar Infop-matian: A �tne of Compare bGt a i ( l✓ ^ Qualifyi gent: _ '{_ 2 idress: �, /? �' City son-Y>`L State t— Zip Mee Phone Job Site/Contact Number a ate Certificationlegistration# <, ��6' 10 40 Office Fax 4 -chitect Name&phone# igineer's Name&Phone# iplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or aallation has commenced prior to the issuance ofa permit and that all work-will be perfqrrnedto meetthe standards of all ws regulating construction an thisjurisdiction. This permit l�ecotnes null and voidork is not commenced within six(6� mths, or construction or work is suspended or abandoned for a period of six f6 months of any time ter work is minence I understand that separate permits must be secured for Electrical Work, Plumbing, 5igrc , ells, Pauls, irnaces,$oilers,Hea€ers, T'anhs and Air C'ondittoners, etc. IARNING TO OWNER: YOUR FAILURE TO RECORD ANOTICE OF COMA4ENCEMENT MAY ESULT IN YOUR PAYING TWICE FOR 1WROVEMENTS TO YOUR PROPERTY. IF YOU ITENU TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY -FORE RECORDING YOUR NOTICE OF COMA4ENCEMENT. ereby cerci y that I have read and examined this application and know the same to be true and correct. All provisions of vs and ordinances governing this type of work will be complied with whether specified herein or not. ?lie b anting of a * d-.hrt f p —c t,� g ve authorh;, to violate or mare! the provi in-Fts of-any other federal, state. or local law rII4Lb (.{V GJ t{V{ (GJK/l LGA {l,/ f { ?trlating construction or the performance of coni;,'u pature of Property Owner. E COUP ntractor: orn to and subsqzibed,befo e me - ubs ed befor me Day ofL-? 19 Y �,.�.,v,_.... tXC IQV OMIYVIEWED FOR CODE CO PL taryPublic: � �ri f ATLAN L,4�rl 4 �Aub Nota public StatPE ITS FOR ADDITION Y Pu® N ry Public Stele of Florida -P Mary One Wake:7D77111 RE NTS AND CONDITI .� n� y Arens Wakeman WISED03-05.07 - =.� � 6 Myp' mm;ssion Dw a YJi�Commission DD771114 � D BY: m DATE: �xoires 03I20l2012 n N m O O mm w � Lor �S v dC j dor Af� o � Z �• ° O z04 (n N 7 \ a cy v O y nui � m A m N 0 a PCPC n� G.o• A •,.,C 2, Rl w m al 00 1 n V �o o ��J C Ja �?o. �_� .�J 4G.9' °• O 4 O51 1p O 000 Z � s p `- D cn O Y N MM r C -gy < Z N � mX D -+ o m � .z N -G M -i Om C/)n C C- n n c v � O m , o ym Wv DyN �• 20ozaamay zy <Np OcyCTm mC a r N y O D O Z rtrf W O D D Dn1 9d tmn m T m l7 t'1 ~ ' C) m D n = O °c Dm rn m G O m oZ y AO rTI N O Q Z n N z m O :� n m I R' N m m C O a 6i � O oO ( n NT �> W o —t CINu W w c � � V m r m Z r ° O Oc r ayt7Dayn � n r cyiozl ocz � � Z y y D r y N > m 0 n n w w Ln z z z rC- 0 hj-40 m W t v t'1 t� n� v F4 tratr of (�rru ttnr CITY OF A10A,60 &OA- Rai& 19rpartmrnt Of 'NIiIbtng Atsprrthm This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Bldg.Permit No. Group Type Construction Fire District.. Owner of tldingiAddress Building A ; V a rale'" 11 El tY 11 An Building Official Date: POST IN A CONa►ICUOUs PLACE \ \ \ Exi ly lir C) /�r /• /• /• /• /• / / / / / / /• 5, 211 L 5'2" 1516" Plan ViO Bending(b) 0.91 Deflection(d) 0.94 Job Name: Standell Address: 479 Se lva Lakes Cir Governing Framing Member Critera -b or d Load Width Table R 2x3x.045 d 5-6" 3A.1 2x5 Hollow b 5--6" 3A.2 2x4 SMB b 5'-6" 3A.2 2x2x.045 b 4--0" 3A.2 3"Composite Panels b n/a 7 \ \ \ \ \ \ � L \ E E \\ \ 3,oo 3. 0', u U 5' 2" 5'2" \\ 2x4 SMB or- 5 Hollow Posts Y \\\ U 3 \ \ M ^ ^ X \ \ r4 N ///////////// /////// ./.......................... .................... \ :% \ \ Existing 4"Nomir 6,B„ _ I 15'6„ Left Side Elevation Longitudinal General Notes and Specifications for Section 3A Tables: The structures designed for Section 3A are solid roofs with screen or vinyl walls and are considered to be enclosed structures designed to be married to an existing structure. The design wind loads used for screen&vinyl rooms are from Chapter 20 of the 2004 Florida Building Code w/2006 Supplements.The loads assume a mean roof height of less than 30'; roof slope of 0°to 20°; 1=0.87 for 100 MPH zone, I =0.77 for 110 MPH and higher zones.All loads are based on 20/20 screen or larger.All pressures shown in the below table are in PSF(#/SF). Negative internal pressure coefficient is 0.18 for enclosed 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. All framing components are considered to be 6063-T6 alloy. For components of 6005-T5 and 6061-T6 multiply spans by 1.13. Section 3A Design Loads for Screen,Acrylic&Vinyl Rooms Exposure"B" Basic Screen Rooms Over Hang Wind &Vinyl Rooms All Roofs Pressure Roof Walls 100 MPH 13.0 10.0 12.0 46.8 120 MPH 17.0 13.0 15.0 48.3 130 MPH 20.0 15.0 18.0 56.6 140-1 MPH 23.0 17.0 21.1 65.7 140-2 MPH 23.0 17.0 24.0 65.7 150 MPH 26.0 20.0 20.0 75.4 Note: Framing systems of screen,vinyl and glass rooms are considered to be main frame resistance components.To convert the above loads from Exposure"B"to Exposures"C"or"D"see Table 3A-C next page. Table 3A-A Conversion Factors for Screen&Vinyl Rooms From 120 MPH Wind Zone to Others,Exposure"B" Roof Walls Wind Zone Applied Load Deflection Bending Applied Load Deflection Bending MPH (#/SF) (d) (b) (#ISF) (d) (b) 100 10.0 1.09 1.14 12.0 1.08 1.12 110 11.0 1.06 1.09 13.0 1.05 1.07 120 13.0 1.00 1.00 15.0 1.00 1.00 123 13.3 0.99 0.99 15.9 0.98 0.97 130 15.0 0.95 0.93 18.0 0.94 0.91 140-1&2 17.0 0.91 0.87 21.0 0.89 0.85 150 20.0 L 0.87 0.81 24.0 0.85 0.79 Table 3A-13 Conversion Factors for Over Hangs From exposure"B"to exposure"C" Wind Zone Applied Load Deflection Bending MPH (#/SF) (d) (b) 100 46.8 1.01 1.02 110 47.1 1.01 1.01 120 48.3 1.00 1.00 123 50.8 0.98 0.97 130 56.6 0.95 0.92 140-1 65.7 0.90 0.86 140-2 65.7 0.90 0.86 150 75.4 0.86 0.80 3A-ii SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION BEAM/HEADER DETAIL 1"x 2"WITH (3)#10 x 1-1/2"S.M.S. INTO SCREW BOSS �- - - - - (2)#10 x 1 1/2"S. M.S. INTO I ANGLE CLIPS MAY BE SCREW BOSS SUBSTITUTED FOR INTERNAL ANCHOR 1"x 2"PLATE TO SCREW SYSTEMS CONCRETE W/1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6"OF EACH SIDE OF EACH MIN. (3) x 1 S.M.S. POST AND 24"O.C. MAX. INTO SCREW BOSS S MIN.3-1/2"SLAB 2500 PSI o-- 1"x 2" EXTRUSION CONC.6 x 6-10 x 10 W.W.M. OR FIBER MESH 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3"= 1'-0" HEADER BEAM ANCHOR 1"x 2"CHANNEL TO ® _ / CONCRETE WITH ® ® (4)#10 x 1/2"S.M.S. EACH SIDE 1/4"x 2-1/4"CONCRETE OF POST ANCHORS WITHIN 6"OF EACH H-BAR OR GUSSET PLATE SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH 2"x 2"OR 2"x 3"OR 2"S.M.B. ANGLE AT 24"O.C. MAX. POST MIN. (4)#10 x 1/2"S.M.S.@ MIN. 3-1/2"SLAB 2500 PSI EACH POST CONC.6x6-10x10 W.W.M.OR FIBER MESH 1"x 2"EXTRUSION VAPOR BARRIER UNDER 1-1/8" MIN. IN CONCRETE CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3"= V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpe@be I(south.net PAGE © COPYRIGHT 2006 3A-4 A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: (4) 1/4"x 4"LAG BOLTS W/ RISER PANELS ATTACHED PER 1-1/4"FENDER WASHERS PER CHAPTER 7 4'-0"PANEL ACROSS THE FRONT AND 24"O.C.ALONG SIDES _ — _ — HEADER ATTACHED TO POST 2"x 2"OR 2"x 3"HOLLOW — W/MIN. (3)#10 x 1-1/2"S.M.S. IN SCREW BOSSES GIRT AND KICK PLATE 2"x2" 2"x 2", 2"x 3"OR 3"x 2" HOLLOW RAIL HOLLOW(SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3)#10 x 1/2"S.M.S. IN SCREW BOSSES 1"x 2"OPEN BACK BOTTOM POST ATTACHED TO BOTTOM RAIL W/MIN. (3)#10 x 1-1/2" S.M.S. IN SCREW BOSSES 1/4"x 2-1/4"MASONRY a a ANCHOR @6 FROM EACH POST AND 24"O.C. (MAX.) a a TYPICAL UPRIGHT DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL# 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767{556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 3A�7 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-120 Allowable Edge Beam Spans-Hollow Extrusions for Screen,Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13.0#/SF(48.3#/SF for Max.Cantilever) Aluminum Alloy 6063 T-6 I 2"x 2"x 0.044" 2"x 2"x 0.055" Load Max.Span'L't(bending'b'or deflection'd') Load Max.Span'L'I(bending'b'or deflection'd') Width(ft. Max. Width(ft.) Max. 1 &2 Span 3 Span 4 Span Cantilever 1 &2 Span 3 Span 4 Span Cantilever 5 5'-1" d 6'-3" d 6'-4" d 0'-11" d 5 5'-4" d 6'-7" d 6'-9" d 1'-0" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 64" d 0'-11" d 7 4'-0" d 5-7" d 5'-6" b 0'-10" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'4" d 5'4" b 5'-1" b 0'-10" d 8 4'-7" d 5-8" d 5'-7" b 0'-10" d 9 4'-2" d 5'-0" b 4'-10" b 0'-10" d 9 4'-5" d 5-5" d 5-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'4" d 10 4'-3" d 5'-2" b 5-0" b 0'-10" d 11 T-11" d 4'-6" b 4'A" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-9" d 12 3'4" d 4'-4" b 4'-2" b 0'-9" d 12 T-11" d 4'-9" b 1 4'-7" b 0'-9" d 3"x 2"x 0.045" 3"x 2"x 0.070" Load Max.Span V/(bending'b'or deflection'd') Load Max.Span V/(bending'b'or deflection'd') Width(ft.) an Max. Width(ft.) 1 &2 S an 3 S 4 Span Max. 1 &2 Span 3 Span 4 Span Cantilever p p p Cantilever 5 5'-8" d T-1" d T-2" d 1'-1" d 5 6-5" d T-11" d 8'-1" d 1'-3" d 6 5'-4" d 6-8" d 6'-9" d 1'-0" d 6 6'-0" d T-5" d T-7" d 1'-2" 1 d 7 5-1" d 6'4" d 6'4" b 0'-11" d 7 5'-9" d T-1" d T-3" d 1'-1" d 8 4'-11" d 6-0" d 5'-11" b 0'-11" d 8 5'-6" d 6'-9" d 6-11" d 1'-1" d 9 4'-8" d 5'-9" b 5'-7" b 0'-11" d 9 5'-3" d 6-6" d1 6'-6" b 1'-0" d 10 4'-0" d 5'-0" b 5'4" b 0'-10" d 10 5'-1" d 6'-3" d 6-2" b 0'-11" d 11 4'-5" d 5-2" b 5'-0" b 0'-10" d 11 4'-11" d 6'-1" d 5-11" b 0'-11" d 12 4'-3" d 4'-11" b 4'-10" b 0'-10" d 12 4'4- d 5'-10" b 5-8" b 0'-11" d 2"x 3"x 0.045" 2"x 4"x 0.050" Load Max.Span V1(bendi g'b'or deflection'd') Load Max.Span V/(bending'b'or deflection'd') Width(ft.) Max. Width(ft.) Max. 1&2 Span 3 Span 4 Span Cantilever 1 &2 Span 3 Span 4 Span Cantilever " 8'-9" d 8'-9" b 1'4" d 5 9'-2" d 11'4" d 11'-2" b T-9" d 6 6-8" d 8'-3" d T-11" b 1'-3" d 6 8'-8" d 10'-7" b 10'-3" b 1'-8" d 7'-8" b T-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-7" d 8 6-1" d T-2" b 6-11" b 1'-2" d 8 T-10" d 9'-2" b 8'-10" b 1'-0" d 9 5'-10" d 6'-9" b 6'-0" b 1'-1" d 9 7'-6" d 8'-8" b 8'-4" b 1'-5" d 10 5'-7" d 6-5" b 6'-2" b 1'-1" d 10 T-3" d 8'-2" b T-11" b 1'-5" d 11 5'-5" d 6'-1" b 5'-11" b 1'-0" d 11 6'-11" b T-10" b T-7" b 1 1'-4" d 12 5'-3" b 5'-10" b 5-8" b 1'-0" d 12 6'-8" b 7'-6" b T-3" b 1 1'-4" d Notes: 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. Lawrence E. Bennett, P.E. FL # 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpe@bellsoulh.net PAGE © COPYRIGHT 2006 3A-1 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS 1/4"x 6"RAWL TAPPER ALUMINUM FRAME SCREEN THROUGH 1"x 2"AND ROW WALL LOCK INTO FIRST COURSE OF BRICKS ROW LOCK BRICK KNEEWALL TYPE S ALTERNATE CONNECTION OF MORTAR REQUIRED FOR SCREENED ENCLOSURE FOR X LOAD BEARING BRICK WALL BRICK OR OTHER NON- 4"(NOMINAL)PATIO STRUCTURAL KNEE WALL 1"WIDE x 0.063"THICK STRAP ° CONCRETE SLAB(SEE NOTES @ EACH POST FROM POST TO rl CONCERNING FIBER MESH) FOOTING W/(2)#10 x 3/4" S.M.S. STRAP TO POST AND ° (1) 1/4"x 1-3/4"TAPCON TO °a (1)#5 O BARS W/3"COVER SLAB OR FOOTING o (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4"= V-0" 2"MIN. (2)#5 BAR CONT. 1 #5 BAR CONT. 4 1"PER FT. MAX. FOR 3-1/2"(TYP. ( ) a — 4 2'-0" MIN. ALL SLABS) ° �_ / BEFORE SLOPE ° %//\//�\ �//�j�\\ � °•a j� 12" TYPE I TYPE II TYPE III FLAT SLOPE/NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/12" 2"/12"-V-10" > 1'-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab,by field soil test or a soil testing lab. 2. The slab/foundation shall be cleared of debris, roots,and compacted prior to placement of concrete. 3. No footing other than 3-1/2"(4"nominal)slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 16-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2"(4"nominal)thick. 4. Monolithic slabs and footings shall be minimum 3,000 psi concrete with 6 x 6-10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ®Mesh, InForceTM e3TM (Formerly Fibermesh MD)per maufacturer's specification may be used in lieu of wire mesh.All slabs shall be allowed to cure 7 days before installing anchors. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. (See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB-FOOTING DETAILS SCALE: 3/4"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS #8 x 1/2"S.M.S. SPACED @ 8"O.C. BOTH SIDES CAULK EXISTING TRUSS OR RAFTER - ALL EXPOSED SCREW HEADS #10 x 1-1/2"S.M.S.OR WOOD WOOD SCREW(2)PER RAFTER OR TRUSS TAIL #10 X 3/4"S.M.S.OR WOOD ¢ ROOF PANEL SCREW SPACED @ 12"O.C. EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3"= V-0" #14 x 1/2"WAFER HEADED WOOD FRAME, MASONRY ORS.M.S. SPACED @ 12"O.C. OTHER CONSTRUCTION FOR MASONRY USE. (2) 1/4"x 1-1/4"MASONRY ............. ANCHOR OR EQUAL @ 12"O.C. FOR WOOD USE: a:a:::: ::: #14 x 1-1/2"S.M.S. OR WOOD SCREWS @ 12"O.C. o-- FLOOR PANEL 1 ROOF OR FLOOR PANEL TO WALL DETAIL SCALE: 3"= V-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCIA FRAMING WHERE POSSIBLE ONLY. 15%OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO.THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123 130 140T 150 #8 1 #10 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL&STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)767-4774 Fax#: (386)767-6556 Email: lebpe@bel(south.net PAGE © COPYRIGHT 2006 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 PAN ROOF ANCHORING DETAILS RIDGE CAP SEALANT PAN HEADER(BREAK- FORMED OR EXT.) #8 x 9/16"TEK SCREWS @ HEADERS AND PANELS ON PAN RIBS EACH SIDE BOTH SIDES OF BEAM FOR GABLED APPLICATION CAULK ALL EXPOSED SCREW - - - HEADS&WASHERS #8 x 1/2"S.M.S. (3)PER PAN AND(1)AT PAN RISER - - - ALTERNATE CONNECTION: PAN OR COMPOSITE ROOF #8 x 1-1/4"SCREWS(3)PER PANEL PAN INTO BEAM THROUGH BOXED END OF PAN AND , #8 x 1/2"S.M.S. (3)PER PAN HEADER - ALONG PAN BOTTOM ROOF PANEL TO BEAM DETAIL WHEN FASTENING TO SCALE: 3"= V-0" ALUMINUM USE TRUFAST HD x ("t"+3/4")AT 8"O.C.FOR UP FOR PAN ROOFS: TO 130 MPH WIND SPEED (3)EACH#8 x 1/2"LONG S.M.S. EXPOSURE"D";6"O.C. FOR PER 12"PANEL W/3/4" ABOVE 130 MPH AND UP TO ALUMINUM PAN WASHER 150 MPH WIND SPEED EXPOSURE"D" CAULK ALL EXPOSED SCREW HEADS&WASHERSV_ ROOF PANEL (PER TABLES SECTION 7) FOR COMPOSITE ROOFS: #10 x(t+ 1/2")S.M.S.W/ SUPPORTING BEAM 1-1/4"0 FENDER WASHERS (PER TABLES) @ 12"O.C. (LENGTH= PANEL THICKNESS+ 1") @ ROOF BEARING ELEMENT (SHOWN)AND 24"O.C.@ NON-BEARING ELEMENT(SIDE WALLS) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3"= 1'-0" Lawrence E. Bennett, P.E. FL# 16644 CIVIL &STRUCTURAL ENGINEERING P.O.Box 214368,South Daytona,FI 32121 Telephone#: (386)7674774 Fax#: (386)767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 7-21 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P.E. 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 they make changes to the sunroom which could include, but not be limited to, addition of any form of temperature control system or removal of the doors/windows separating the sunroom from the host structure, the room may become non-compliant with the requirements 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 j—Sunroom.(I-V) l Printed Name 7 J f Address `f" l il1/o_ G-aAas 1 d Signed: Date: / / " 'J Before me this day of in the County of Duval,State of Florida,has personally appeared to �� Gir e ei / elf and affirms all statements and declarations herein are true and accurate. pV Pue Notary Public State of Florida a 7 ' �^ Mary Anne Wakeman Notary Public at Large,State of © et County of D771114 Personal/ nown❑or Produced Identification • F floe Expires 03/2012012 T Sunroom and Screen Enclosure Requirements Category I II III IV V Habitable Space No No No Yes Yes Foundation Walls <200plf Walls <200plf Walls <200plf can Walls <200plf Walls <200plf can can have 8"W can have 8"W have 8"W x1 2"D can have have 8"Wx12"D x12"D ftg or 3- x12"D ftg or 3- ftg or 3-1/2" slab if 8"Wx12"D ftg ftg OR have site 1/2" slab if no 1/2" slab if no no concentrated OR have site specific concentrated concentrated load >7501b OR specific engineering load >7501b OR load >7501b OR have site specific engineering have site specific have site specific engineering engineering engineering Existing exterior GFCI outlet Relocate or add additional outlet to exterior if enclosed Exit Lighting Not Required Required Required Required Required Interior Electric Not Required Not Required Required Required Required Outlets Emergency Egress from Egress and Exit Egress and Exit Egress and Egress and Exit Escape exist. structure must meet code must meet code. Exit must meet must meet code. Openings allowed if open to code. atmosphere and has screen door leading away from residence. Misc. Window Host structure Windows must Windows may be Host structure Host structure and Door windows/doors be removable fixed or removable. windows & windows &doors Requirements shall not be Host structure Host structure doors shall not may be removed. removed. windows/doors windows and be removed. Forced entry, air shall not be doors shall not be Forced entry, leakage and water removed. removed. Forced air leakage penetration entry, air leakage and water requirements and water penetration apply. penetration requirements requirements apply. apply. Wind Borne Required, can be on host structure, if built under existing Debris Opening Not Required Not Required roof Protection Energy Sheets Not Required Not Required Not Required Required Required CITY OF ATLANTIC BEACH �^' J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001061 Date 10/08/08 Property Address . . . . . . 479 SELVA LAKES CIR Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1800 ---------------------------------------------------------------------- Application desc replace garage dr / opener FBC 1714 . 5 . 3 . 1 -------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- Standell, Scott OVERHEAD DOOR CO. OF JAX 479 SELVA LAKES CIRCLE 6884 PHILIPS PARKWAY DR. N. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 268-1627 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ----------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee 40 . 00 Plan Check Fee 20 . 00 Issue Date . . . . Valuation . . . . 1800 Expiration Date . . 4/06/09 --------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ------ -------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- -- Permit Fee Total 40 . 00 40 . 00 . 00 . 00 Plan Check Total 20 . 00 20 . 00 . 00 . 00 Grand Total 60 . 00 60 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. /Ona r R �' CITY OF ATLANTIC BEACH R F7 _ •`�� 600 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O8_ , N I fl �I OFFICE.(904)247-5826•FAX NO.(9C)4)247-5645 \J 1 BUILD NG-DEPT@COAG.US BUILDING PERMIT APPLICATION P CATION DUVAL COUNTY 1.JOB ADORES&. 2 VALUATION OF WORK: 3.SO.FT.UNDER ROOF 71 Solvq Lakes C itAtl32233s oa - antic Beach. FL 4.LEGA-DESCRIPTION: 5,CLASS OF WORK: E.USE OF STRUCTURE: I V� Lc��/ f ❑NEW BUILDING C3DEMOUTIOV 13RESIOEN-IAL 19 LCT BLOCK_SUB DrV0N LKe s ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7 OESCRIPTION OF WORK ❑AL-TERAriON ❑ACCESSORY BLDG. 8.RRE SPRINKLER: ^ O O REPAIR ❑POOL/SPA ❑YES ❑NM �e lame 6 uw, e I,xA( T/Q '� ❑MOVE ❑OTHER ❑NO I PROPERTY OWNER: CONTRACTOR: ARCHITECT t ENGINEER: 9 NAME is COMPAY NAM 23.COMPANY NAME. s��tr S� gNcl e� rad 64rhea. (Joon fie. `6.NAME. Me, &Yer' 24 LICENSEE NA1/E 10,AC-CRE SS - 17.STATE CF FLORIDA LICENSE N0. 25 STA-E OF FLORIDA_I--ENSE NO Lj�9 SeII,Q Lcx eu CIY 18.ADDRESS �QQ1 26 ADDRESS �3, � 34433 (d101 "il C s� F� 11 OF.�`!CE �QONE �.'t?�a3�-6g�1 1 IF 'JEJ ',4.10. O(O • I 27 OFF--E Fl2B.FAX NO. 12 CELL PHONE 2r.CELL Pr ONE 4 I ` 40'� 29 CEL PHONE 1 14 E V,A L AD^REBS: 22 t/,Ai �,� "� " 30.EMAIL ADDRESS: S�n1fiS}� L�aMi las . -vim �0 E ire. OeT FEE SIMPLE TITL7)-AN HOLDER: BONDING COMPANY: p 7)-AN F OTFER OWNER) MORTGAGE LENDER: J' NAME: 33.NAME 35.NAME: 32.ACCRESS. 34.ADDRESS ESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating constructor in*his )urisdictio^ This pi.-mit becomes null and void if work is not commenced Within Six (6) months, or if construction or work is s:;spended or 3banooned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured fcr Electrical Work,Plumbing, Signs,Wells, Pools, Furnaces, Boilers, Heaters,Tanks, Alr Conditioners,etc. 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. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior.o obtaining a certificate of occupancy or completion issued by the building official,as required try law. *** 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 WTICFAOF COMMENCEMENT. OWNER or AGENTNTRACTOR (IfAil Power of Atarney or Agency Letter Required) (Duall6er Only) 4 Signed Date: I Signed. Date: " �V efore me tnis—l _day of &T 2CO7 in the county of Before me i l9 day or to bk ,2001in the-ouny of Daval, a of Florga,h oersonarty appeared Duval,St of Flonoa,has persoraly appeared 6 soe ©Oyer he'in by niruelf/nersel!and at4rms tnat a'l statements and declarations are herin by himself/herself and affirms that a0 statements and declarations are rue and accurate true and accurate. Notary Puolic at Large.State of .County of Nottedry Public at Large.State of Y(Of�� County of pNV AI. II Personally Kril 1 R,�(Ar,9rsc lcerw�tcat� ❑Prcduceo Idemi6ca:ion- Pa N,i `o `balUrdVO IIc tat of Fly-da IN nt kle� 11 "F..r F'p?` rnmis DD 51 E CODE COMPL #DD �� Bonded By Nat onal Not Assn. OF ATLANTIC BEAC E"E3:Will 16.2012 * ' c =cR.�� t Re SE sroa7 SEE PERMITS FOR ADDITIONAL jj�„ 6a1tIWllruNelryPl�1:t11llnwAn REQUIREMENTS AND CONDITIONS- RE. - i FILE COPYL WED BY: DATE U Sb85' SU-81SAq UOltelu ll"mil - s EVALUATION ENTITY MANUFACTURER Gary Pfuehler,P.E. Product Evaluation Report Clopay Building Products Company 5665 Green Oak Court for Florida DCA 8585 Duke Blvd. Fairfield,OH 45014 Mason,OH 45040 Evaluation Re ort# W5-16-DSI-A171 513.770.4800 Statement of Compliance: The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design and test pressures shown.Based on the testing and rational analysis detailed below,this product is evaluated to be in compliance with the following provisions of the Florida Building Code: R Outside the HVHZ: Wind Loads(tested in compliance with FBC 1714.5.3.1,ref. ANSI/DASMA 108 or TAS 202) ❑ Inside the HVHZ:Wind Loads for HVHZ(tested in compliance with FBC 1714.5.3.1,ref.TAS 202), 1625 Cyclic Tests for HVHZ(ref.TAS 203) 1626 Impact Tests for HVHZ(ref.TAS 201 Double-skin Insulated(exterior skin 27 ga.min., interior skin 29 ga.min.) Description of Product: Double Car(9'2"to 16'0"wide)WINDCODE®W5 Garage Door Design Pressures: +30/-30 Test Pressures:+45/45 Specific Models and Technical Documentation: Model Test Report Drawing No. Comments 2050W5,2051 W5, Glazing approved per HCN-9,HCN-5A. Low head room track approved 2053W5,4050W5, HCN-9 101595-Rev08 per HCN-126.Nylon-Tire rollers approved per ITR-269D. 4051 W 5,4053 W 5 Glazing approved per HCN-9,HCN-SA.Low head room track approved 62W5,64W5,65W5 HCN-9 102053-Rev04 per HCN-126.Nylon-Tire rollers approved per ITR-269D. DP38W5,FL38W5, Glazing approved per HCN-9,HCN-5A.Low head room track approved 134W5, 135W5, HCN-9 102142-Rev05 per HCN-126.Nylon-Tire rollers approved per ITR-269D. 136W5 Installation requirements: Installation must be in accordance with manufacturer's installation instructions. Limitations and conditions of use: Jambs, lintels,sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawing referenced above. Certification of Independence of Evaluation Entity: I hereby certify that(1)I have no financial interest in Clopay Building Products Company;(2)I am an independent licensed Professional Engineer in the State of Florida;and(3)I comply with the criteria of independence as stated in 9B-72.110(3),F.A.C.and 9B-72.110(4),F.A.C. Signature: 7 �ry Pfuehler, P. E: Florida P.E.No.49850 Date: 1 Fite:W5-16-DSI-A171-REv00 FLOO RMA PRODUCT APPROVAL 66775.24 VA •'' n N LL m LL = a N U m d , O 90 K)w I o om Yo 0 C > E «3 3 � d) I W c0 ~ N Mv Baa Z �W ZJ i 4�w~ Lo w Z J K J2d Qda aUaW omi^Om aLLdN O JF WO\ WOFZ VWl. O. KZ $oi NOn Irl _ d3 �Jw o oLL: W �vi zpN �NNo Fr w o� �omM2 n�wN�TNO Y t o x 0 3 p in do Ja e..c�j dew old m� �""� w vi o..Wd p vni•n w wWkm N43N 5v 2o2:? iwyz x �uwe i apNp3c� 3 b 8 p W 1~na� I Ja= JQ FYS 3Q0 WWrN iz�f Z^¢ pJQY2 \ Z N V >Y UV W� N \K JmmO Nv Z� ZS pg� -W ZOOJ In > .. Lo O Z Z O JUQ� �F� zfa WaYQ _ VO-1� K Z3 W3J VF O }A p S W O �KS F QyjN� JSON 0Hm J; OW V� <U Z Q pFWa Lei N QO .Com 6 z K O O [72� ^Z22 �Y=CJ Q3Q 6W � �M yJjN� z� Q Q 7 Q NaVa= SWN OFV C72OZZOO�w w VW �IJN nN3N NNQ 60 �; �2 NWW Wd nk �J Wg�rcV ,m aa o to 3 ? �3 Q ZY >ZN Zp W0) 3a V, \ 3 J> VS N WOJ O � Q� Z_ON VZ d0 Z ON N N N N �Z Z-NN O Yi \O N 0 M - 0 0 0 0 0L) W3m,a w Jp W < Z y p m W do N� Q 00 0 0 0 oapF F z Oo ods WF w�Z wL-'d� _ o= N Sw� r'zL V,tip OU n ga wzad0 W a mN ¢aa ip=a sZ to I in) OWvi iNddp 0o O mo wd oo z -,W ZCLc4ipco x Np a 4 p o wdjWN JZZ V vw O pm omw QZN\_ O 'a ZO Owo mm� pwZ=d wc�ioa Z 3 ¢curio WY �� c�. �a� (Ca77�a^ ~ d pJ o ur ZO-Hp F W Q W WZ Z O dQ <� N O cc VIWw Oz 0� N YQ� W N d Q �O.N..F K7 Z ON O �LL=Ik�.OZ C7p�0 .4 pm0 NNZ NV�O aaamF mN U N U��32 WSO Nz N 3r. ZJo� =WUzti i.b^ � 3 y zo v i law<i�N omd� FN03ZW0� N J F N ZO3 OLLm pW= pp NJOOS NpU 0co-0j d Q Q ZzdV Vz0 Q� mOOO S Wpm Om z'w riJ ~ I�00<ZSmOJ yQpZ^ 3 WWL:3,-OL 4 p4 V J �Op�V1O >H Y W yj z dl(1On Xd�WypjJO40 W ONZ Kw OQ OOKO YO= 961, U 'T , -Lo WNpJ�Omd.Q Oh W N mvO M. dN VOm Ci d'Y HZ V(O�Lo v KpLL J O IAm Z Q mNNadN ¢ O"Y �'USOm O_Z �V?V►: F NJ N � ¢pw�i3\mOp �31U JaHZ F3 ^W laity a J(:l !-O� UIQ I S�Z JO^m Wm3�{Q im V.-.�VW w = mOSpaww ZOZ s OZ pK � \ Z QVGI Vi<�Q 1w-O�K N =J^ U�~PV..32 www OV10 .^.. f = ZKm 7LLp VIW\a QjQQ UOO m � omOz< OSQ W 4 py Rv 0 Z i�00VZZR N� J?W (.7~k° -O WO VV VYZO NVZZZ wCL Q'omFN WNOd �J/I o=,OJ�40 Z dNO!V Qd OZW U1Qi0 HOay\j O 0 Npp-O Sd p 0 Z z i^4Z �ZFLL N OC1 x CL �Udz<Na-o z_d 6 O y x3 FZN 4�Ci ZVa �JQOU2 n�in3w3 a a mpJ\in WJ�mp NU3S Wqd- z nm-d N3...3, �qdm Qm X V F N y MM p0 w - WOo ow O Jogs aN ?N w mQZ',i 3 (U OJ mW(� N0 U „ m m W d N ry�� Q OOOVLL O� WN VVUUVp4 O K V\ OJw o w a Za J Z OOgWm 1 0 WYO¢ 2F S Z Ya J J d 0- V V O W N �m N S F }____� }____1 r____y �=Oo p H O w m a N d U Z V F d W V W Q Jo H V W F --"--- ______ ______ >N 0 3 a. J V V O _Y - a QQ FNRJUW ZF pJ NZOW R N Np O w = 3 OVQO-N FZ w '� J '3z �Q Q pW y g_ O U^ N wJ Z m Z W S IZ V 9 �a w pzz r7 Z � Ooz LO �----� �'----� �---{ o d av ak Im Z W nN Y^ KQ 74'.-9 r �I ^O lai mO mO Ym WO LLI 1 Z - F N I Q� N = S • OiONm UO R2Q0 O y _j L____� L____1 p >N 00 Jnnmm V Z Z x 3i 3 vp OW - - H Ov Fd KZtn Ot00 ~v V��O Z p m 3 >p O O L____� 0 ZN ~ J N J QmN OW mI�I�oO W W �VKm F �'� Z O 02 3O 30 Q� QV O �N Zg0` O W \ O X VO 3Q Z_ wZ mpg Z aJm OW�-'� p NW KO 3 gOp F O Ud 2�0l d a^N wp I HO '00 Q d cy.)o GGrc�'oKo Y N ZF Z Z OD wp3 Z 9NO Q{� V�rv1 NmOK Lr)O U 4v OQ N V N wF-oo - Z rVl _ Kwo N i----� OJ OLL ¢ tiN ¢ ti \ F- m N -V Vwm2 d N r0 LLU V O 2 NW 1� moa WZ x SNOW Nti >Z� Om FY cV %<ZU ZN _ J W x LL pO J NU \Y 3 LL a \ Y pO - _ (7 i i U SvN i Z p m I a N ~ w 4� iS� JY NK \zmJ O o 9 x� c�=N of c�L) da y----1 � �c=a nen a -.. ____-_ O p }____7 }____y }____Y p OS O W J Ln 0 IO - i i � i N o d> J J 00 m W ¢V p --„0-.e = 1HO13H a000 xVw 00 � z pp L�—JH013H 8000 = 1H013H ONIN3d0 City of Atlantic Beach APPLICATION NUMBER �1 r � 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 ` �rMIT E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM cj �� y a� �KNS CSR ent review required Yes No Property Address: :Buldingnning &Zoning Applicant: Public Works Public Utilities ,., ... . . . Project: R-ay CQ- p c �. oP�.�,,� Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date 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: E. Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by: Date: /O PUBLIC UTILITIES Second Review: ❑Approved as revised. []Denied. Comments: PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: OCT-31-2008(FRI ) 16: 00 Flordia Georgia Contractors (FRX)9046429156 P. 001/001 Notice or Commencement State of Florida County of It The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Section 713-13 of the Florida Statutes (Revised 10.1-96), the following information is provided; Sp J' 1� f,� D�a X275271,OR BK 14663 Nage 1465, Legal Description or Properly: (V n _ Number Pages:1 Recoraed 1 p 91=08 at 12:32 PM, Lei I JIM FULLER CLERK CIRCUIT COURT DUVAL i ---• COUNTY ' RECORDING 510.00 Genera)Description of Improvements: 4/u/M 4 dM- / l Owners Name: SCaDA: 22rl(til l n_ Address: l A, City: —Zipcode: 0�3 Owner's Interest in Property: Fee Simple Title holder(if other than Owner): Name: Address: Contractor: Floridn-Gcorgin Contractors,Inc. 11433 ksSaints hoed Jacksonville, Florida 32246 'telephone: 9( O4 )X41-7010 Fax c 4 )-C42=935.6 Suretv: Not Applicable Lender's Name and Address: Not Applicable Persons within the State of Florida designated by the Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7_, Florida Statutes: Name: Address: Telephone:(_� Fax C--) In addition to himself,owner designates the following person(s)to receive a copy of the Lienor's Notice ns provided in Section,713.13(1)(b),Florida Statutes: Name: Address: Telephone:(_� Fax Unless otherwise noted in this paragraph the expiration date of this Notice of Commencement shall be one(1) calendar year from the date of recording: +Pr+s► N=01, 31 Florida Owner's Name(printed Mc. M1114�� ESignature. Sworn to and subscribed before me thi y of Notary Public: 'kF. 11 W/1 Thio document pmlxrcd by:Florida-0mmio Contreelonn,11433 is Rnad,Jacksonville,Florida 32246 CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . 03 -00027182 Date 10/31/03 Property Address . . . 479 SELVA LAKES CIR Tenant nbr, name . . . . . . REPL CONDENSER Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ----------------------- - ----------------------- STANDELL AIRPRO SERVICE CO . 479 SELVA LAKES CIRCLE P .O. BOX 350755 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32235 (904) 221-9595 ----------------------------------------------- --------------------------- Permit MECHANICAL PERMIT Additional desc . . Permit Fee . . . 59 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due ---------------- - ---------- ---------- ------ ---- ---------- Permit Fee Total 59 . 00 59 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 59 . 00 59 . 00 . 00 . 00 { BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL tf CITY OF ATLANTIC BEACH J MECHANICAL PERMIT APPLICATION Date: Property Address: `� +� z J C ' Owner: S ?- g el Jr l Telephone#: /V 1 ^ yf^� Contractor: 1✓ n v' v S c r y r c z (70 , Telephone#: -22 Contractor Address: 4L"C JS � �5�� ?` /' 3�� 3�Fax#:2,2 / — 3 L In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: Electric 1r ❑ Gas: LP _Natural _Central Utility A-11,; t_ ❑ Oil ❑ Other–Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _Space _Recessed _Central —Floor (1,11 Residential Air Conditioning: _Room /K Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacitycfrn ❑ Refrigeration ❑ New Building ❑ Cooling Tower:Capacity gpm Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: _– Manlift Escalator (Number) Replacement of Existing System Ll Gasoline Pumps (Number) El (Number) ❑ New Installation L3 LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other–Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency G1Y �S li, 6� q h F IS /I HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ei.atiantic-beach.fl.us .� Cl ro 2 r > cl, s 4 C7, Jj i c �tj 1G:. s7 0 C'CjS ' ` ! �cilOF TLANT ROVED CITYBEACH ` ! cf� lam" I I BUIL ING OFFICE v"• I ju41992 V- -J c ! - -K J' $ r 0 992 117 , N O 1 , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 r�,3fl� INSPECTION EMAIL REQUEST: Building-deptna,coab.us Application Number . . . . . 07-00000426 Date 4/03/07 Property Address . . . . . . 483 SELVA LAKES CIR Application type description PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc WATER HEATER ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- ROTO ROOTER-SERVICES CO 2028 W. 21ST ST. JACKSONVILLE FL 32209 (904) 354-7321 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/30/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY Cr. ATLLN-TIC BEACi T_C=TIG:Z- r 0R rL0'-_3-1 NG PE ,"I i CK1E� C. -,0?ERTY 21 \ v- . c Rl.CTCa`S ..-'�s•Y.-stc , STAT. LICENSE NUE HR: EE D : o z acv O .cLLCn iNG KXTU � S 'ST:7.T - v SIS�S lz 7z,S •":3 it S �IS's:�'.':Si E cS S _ DIS?fj- - LS C? CSC7S ?'-:C:TINES Ca..= X 3, 50 S15-00 OF. C;NS=? SiG'<=:L' E Ci CC:�1, CTC c: -------------------------------------------------------------- I ;ci -i;G.t C? rE=' i';C :?�7 :IXIi }SiSi 33 I1� :.CCC :_'�CE WIT-4. I:�� TSG CA-LL A DKy D 70 �C1iJU! L:\StLC! -ClNJ - (904) 247-5825 �� CC' SEW ?�.l;-;c 1 -Nks :ws. '-fE C.�:T!:� _:i 70 fLE71C 'rCIRRC:' S _ R CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING I 800 Seminole Road -Atlantic Beach, FL 32233 - TeI 247-5826- Fax 247-5877 PERMIT INFORMATION PLUMBING LOCATION INFORMATION 'Permit21562 Address: 483 Number: Selva Lakes Drive Atlantic beach, FI 32233 PLUMBING I Permit Type: Township: Range: Book: Class of Work: ALTERATION Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: Parcel Number: Est.Value: OWNER INFORMATION Improv. Cost: Name: Patnck Koehler Date Issued: 3/05/2001 Address: 483 Selva Lakes Drive Total Fees: 25.00 Atlantic Beach, FI 32233 Amount Paid: 25.00 Phone: (904)247-6894 Date Paid: 3/05/2001 Work Desc: Shower APPUCATION FEE$ CONTRAGT` S PERMIT 25.00 6,D Ins coons Re uired FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM AWA BO E THER CONTRACTOR ORRK MUST NOT BE PLACED IOWNERPUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED "FAILURE TO COMPLY WITH THE CONSTRUCTING IMPROVEMENTS"ALAWCAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING ISSUED ACCORDING TO APPROVED PLANS WHICHAREPART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF W. ' 1 Date: 3/96/91 91 Receipt: 8939217 ATLANTI BEACH BUILDING CHECKS 26953 4 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMING PERMIT X83 ,ez-v� JOB LOCATION: q� OWNER OF PROPERTY: � �'� TELEPHONE NO. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : Z 3 ( �C� &c t"C _ a STATE LICENSE NUMBER: �C" w G TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904 ) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - (904 ) 247-5834 CITY OF , Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time ' �� A IVI. District No. Receiv Job Address Locality Owner's �[��j �C Contractor Name_� "' BUILDING C T ELECTRICAL PLUMBING MECHANICAL in ❑ Rough Wiring Rough C Air.Cond.8 El Framing ❑ n Heating Re Roofing ❑ Slab Temp Pole r Top Out Fire Place El Lintel ❑ Pre Fab R9EAD.Y FOR INSPECTION A.M. Mon. ues. Thurs. Friday P.M. Inspection Made P. Final inspection C Inspector Certificate of Occupancy Date �.4 /o a ,Act -- CITY OF Pv 4&4rOt& /3eacA-0;&Uc& S L R Office of Building Official REQUEST FOR INSPECTION — Permit No. >r S Date Time A'M Distric Received 93 0 & Locality Job Address Owner'sL �/f�x Contractor /x Name MECHANICAL BUILDING CONCRET ELECTRICAL PLUMBING Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Framing ❑ mg Heating Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Fire Place ❑ Lintel ❑ Pre Fab READY FOR INSPECTION A.M. .M. Tues. Wed. Thurs. Friday P Mon. �I A:M: Inspection Made Final inspection❑ Inspector Certificate of Occupancy Date CITY OF 4& BWACA-&7&U 4 Office of Building Official REQUEST FOR INSPECTION Date ` Permit No. Time A.M. Received P.M. District No. Job Addr Owne Namer s Contractor / CONCRETE ELECTRICAL PLUMBING MECHANICAL Conr i ❑ Footing ❑ Rough Wiring -1Rough Cl Heating Heating & El Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Fire Place ❑ Lintel ❑ Pre Fab READY FOR INSPECTION Mon. Tues: Wed. Thurs. Friday �� A.M. Inspection Made P.M. Inspectsvied Final lnspection`�\ ' f• Certificate of Occupancy Date CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 rt r1F31�r Application Number . . . . . 05-00031156 Date 11/10/05 Property Address . . . . . . 483 SELVA LAKES CIR Tenant nbr, name . . . . . . REROOF Application description . . . ROOF Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 3450 Owner Contractor ------------------------ ------------------------ KOEHLER ROMANO ROOFING SERVICES 483 SELVA LAKES CIRCLE P.O. BOX 33037 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 246-5649 ---------------------------------------------------------------------------- Permit . . . . . . ROOF PERMIT Additional desc . . Permit Fee . . . . 85 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 3450 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 85 . 00 85. 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. r BUILDIf40AJAL Permit number Tax Folio number NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF DUVAL THE UNDERSMED hereby gives notice that improvement will be made to certain realproperty, and in accordance with Chapter 713, Florida Statutes,the following information is provided in this Notice of Commencement, 1. Description of property: 2. neral cription of Improvements, 3. Owner information: a. Name and Address: �a b. Interest in property: c. Name and address of fee simple titleholder(other than owner): ePq4. Contractor's name and address: /' a. Phone number:19,04 'a :s-G V 9 b. Fax number: D 9 12- 5. 5. Surety information: 3�z33 a. Name and address: b. Phone number. c. Fax number: d. Amount of bond: 6. Lender's name and address: a. Phone number: b. Fax number: 7. Person within the State of Florida designed by owner upon whom notices or other documents maybe served as provided by 713.12(1)(a), Florida Statues. Name and Address: a. Phone number: b. Fax number: 8. In addition to himself/herself, owner designates of to receive a copy of the Lienor's Notice as provided in t Section 713.12(1)(b), Florida Statutes. 1 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of ecording unless a different date is specified), THE UNDERSIDED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement, 1. Description of property: 4l-cam 2. neral d; cription of j roA� 3. Owner information: a. Name and Address: b. Interest in property: c. Name and address of fee simple titleholder(other than owner): On� 4. Contractor's name and address: n `'_1 a. Phone number:%'D4/ - ,x7///& -S-4 c/ 9 b. Fax number: O v- 9 Uz, 5. Surety information: 333 a. Name and address: b. Phone number. c. Fax number: d. Amount of bond: 6. Lender's name and address: a. Phone number: b. Fax number: 7. Person within the State of Florida designed by owner upon whom notices or other documents maybe served as provided by 713,12(1)(a), Florida Statues. Name and Address: a. Phone number: b. Fax number: 8. In addition to himself/herself, owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.12(1)(b), Florida Statutes. 9. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of Recording unless a different date is specified). Signature of Owner. Sworn to a, subscribed before me this day of -� 20 Notary: Known personally/1D shown: My commission expires: Doc#2005328917,OR BK 12733 Page 1609. Number Pages: 1yp� w� IROMANO Filed& Recorded 09/07/2005 at 02:42 PM, 4.T.AINA JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY ] M �`�''"0W57393RECORDING$10.00 � �t V.0 1.8W-7-NOIARY {I ury):h;cumt AwC.t.C Co. CITY OF ATLANTIC BEACH PER UT CALCULATION SHEET Address 4 S�) S Ce . Date 6 0 Heated Square Footage @ $ per sq ft= $ Garage/ Shed @ $ per sq ft= $ Carport/Porch .@ $ per sq ft= $ Deck @$ per sq ft= $ Patio @ $ per sq ft= $ TOTAL VALUATION: $ 3<(SU 3-�' $ 3 :5- Total Valuation 1 sc $ oo Remaining Value $S per thousand �— or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + 1/2 Filing Fee $ 2- FLOOD FLOOD ZONE: ( )Fireplaces @$35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( )RADON .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ 06 GRAND TOTAL DUE: S �5 a5 CITY OF ATLANTIC BEACH cc: DEPARTMENT BUILDING / ZONING D L. Higgins I1 '= 800 Seminole Road 1,� y \ Atlantic Beach,Florida 32233 (904)247-5800 "1 J (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Property Address: ` bf) I U a, ,a,v , Applicant: Project: Ll cm-� This permit application has been: ELY' Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed.. Reviewed By: y�� Date: /a� Date Contractor Notified: Jun Os Ob 02%20t �losah 9u 204-241-5945 F r CIT`! OF ATL BUILDII" SEP � 2005 CITY OF ATLANTIC BEACH ROOFING PERMIT APPLICATION gY: ---- _ Job owes of _ Aear...: V Towpl •: Conersator: �t'Sa Lteaas Ntm�bsr CoaruAm's Ad&m ZJ TNsphorn: lac , Seams of WorIC Deck ate; 31� dm 2:12 Lass darn 2:11 J� 0" ' ASM DMipstkw( ! � Regained baspsatlom• erlt a F s SIS of 0wtta: DMS: Zh.) S S*stets of Cadmamr. L AS TO 09MIX Swore a Md rubrwtbod bAn m ddo of Sem atFlerias,Carty dDaw! t,.,i Fe�edwdt�kaaw�t W EpQ#p�dNT tdsel ttlattoo l'ypo et WwW tordm,produwd AS TWO •tme b Md PAGWibod bobm ro of---••--- drwik Coa ft of DmW Howy's swarm: ❑ lallomlTs+Icr�fwn L A ROMANO Cb 93I0N#DD357393TYPO of idMtiflostlon produosd p . Sem23,2008 FI.Nowtr tAsj-.Lo., M7•�0 '1ih:t (Mf)2d7.p1/ •h1411/'w71w.d�Nrwq�■��./l.M ■whMM1/0� Lk 6.1 7/, S 71- T- el% A RO coI j ZFM OF ATLANTIC BEACH 'BUtLD IN �O ;�j _FFICE r JUN 199 � d�'f�j 0199 E;3 V,I- Z7 fo t fS k4 i c� 3 a ^ L � 5 ;r 7-3 fill rn �• � f rx D COr f ; r A R O TIC EBEACH v OFFICE BUILD 1 i BUILDIN t i ol JUN -n '992 x /J7 3 rn II f 4 i FIA. Its? LAWS RAMCO FORM 4W FS 713.13 41PI, � ire of VA[►AA[ IN DU►LICAT[1 to fnh= it utq cam== The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. (� Desuiption of property..............�-{.�..T......(..{.. .... .. f• ...... .L ...�......... .......... c1no ............. .�.?................. :.............. .......O.' ...L.L �21 '».._......... . f.L-.................. U.? .4.t..� ........... �-C o�5....... '.� .........-. .!,',<} ._...... . ..... . ..A......................................... _..........................................................._.............................._.._........................................................................................._ ........_........................................ General description of improvements........ U:M.I. .. .............F ...C.? .1..{ .f ...»....»».LL.Qpo.................... .> ....................lacl.......... ......................H c>.U.S..... .. . .,, i. ...........S.� ................ Q. ..O...................................................................................................................................................................................._.............................. owner.......... ....�'�..................5... . .... . ...._....................................................................................................................... ddress............�1. :..3.........s.��K ..........�� S......... .Rc� ..:.......... .��.: . ..._ (.................4... . ..%.�. Owner's interest in site of the improvement.........................�.��.�...G.�?...................................................................I............................ Fee Simple Title holder (if other than owner) Name..................................f..t.11.141 Address........................... 1..... ................................................................................................................................................................... Contrador..... C .....». `�..........C�...................................................................................... .. --.�.�»» ................. ................ Address............. � ............. .�'.�.r.�.... ........ Surety (if any).. .. ..... . ',:.'..1...................................................................................................................... .................. Addrsss................................... ... .»......................................................................................... bond �,.. ........� Name of person within the State of Florida designated by owner upon whom notices or offer documents may be served: Name....................................................................._.......................................................................................................... ...._.. ...................... Address................_.................................................................................................................................................................................................. » r In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name ........................................................................................................................................................................... .. »....... .... ..................;........ Address.............................................................................................................. _.__.. ...,.. ,� . ... ._. ............ ...............................»�.. .... T"Is eFACL FOR RRcoRCSR•s ust ONLY ......� ».... / .. Owner Sworn to and subscrikIe 6�fore rte this....✓......................... Sworn davofr.,..., ................................� ... PATRICIANotary PuWic A�VIO trE! iE gOTARY PUBLIC STATE OF FLORIDA My commission expires Aug. 27, 1992 COMM'9810n No. A A 5 3 81 7 a 5555 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERM11 INFORMATION -- ---- LOCATION INFORMATION ---- -- - Permit Number: 5555 Arir+ress: 483 SELVA LAKES CIRCLE Permit Type: BUILDING ATLANTIC BEACH, FLORIDA 3223. Class of Work : ALTERATION ---------- LEGAL DESCRIPTION --- Constr. Type: WOOD FRAME Lot: Block : Section ; Proposed Use: SCREEN ENCLOSURE: Township: RNG: 0 Dwellings: 1 Code: 0 Subdivision: SELVA LAKES Estimated Value: $4900. 00 Improv. Cost: $0. 00 Total Fees: $52. 50 Amount P41d : $52. 50 Work ! 1 ,GREEN ROOM PE:h ANS - - O NFR I1I"ORMATION ---- APPLICATION FEES ----- Name: JAMES E. SARANTONE PERMIT $52. 50 483 SELVA LAKES CIRCLE WATER IMPACT FEE $0. 00 ATLANTIC SUCH, FLORII' SEWER TMPAC'T FEE. 110. 00 Phorj�- : (9`M 4)636- 9618 WATER METER $0. 00 RADON GAS-H. R. S. $0. 0( ---- --- C'UN"I'RAC'. OR 'INFORMATTON RADON GAS - 5% $0. 00 Name: THE. ARBIE COMPANY WATER TAP 90. 00 Address: 5151 SUNBEAM ROAD SEWER TAT' SO JACFSONVILLE, FL 322.; HYDRAULIC SHARE SO License: SO::j:052379 Type: 0 RE-INSPECT FEE $0. 00 SEC. H IMPACT FEE $0. 00 OTHER 50. 00 NOTES: �Y NOTICE —ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE MECHANICS' LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS." ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT By: Address u 0 3 ' S E LU 0 I„ eF- F S C C !2 - i ��rt;v 46nM Heated Square Footage Do @ $ per sq ft = $ Garage/Shed 0 @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ I Deck ��) @ $ per sq ft = $ Patio vS� r`' @ $ per sq ft = $ TOTAL VALUATION: $ OO /5. 00 $ To Valuation 1st $ Remainder Valuation per thousand or portion thereof ------------------------ -----------, Total Building Fee $ 3S ADDITIONAL PERMITS and/or FEES REQUIRED + z Filing Fee $ /7 'o Mechanical , OFireplaces @ 15.00 $ � , BUILDING=IIT FEE $ Plurrbing Electric/Neta Electric/Tamp Septic Tank BUILDING PERMIT $ O Well WATER NEIER CHARGE $ -- Admidng Pool SEWER IMPACT FEE $ — 6 — Sign 6 -- Sign WATER IMPACT FEE $ -- Water Connection MISCELLANEOUS $ Sewer Connection $ _ Water Meter a` $ Elevation Certificate GRAND TOTAL DUE $ -------------------------------------------------------- ------------------------------------- CALCULATIONS and/or NOTES r � i � i ' ' 1= �• .lid '� . . I I .'ROPFRTYiDESCRIPTION + ' CITY OF 1 � � d_ t s� _ •,,Section d_-___--- 1 ,` ` 1I 71GUCEAN B�ULEvARD 0.WJX 25 ,3 ATLA?MC BEACH.FLOR subdivisions � �� JU 101992 � TELEPHUNE(Sr041249.2.193 i �11lidi ^31 street Hansa' C I sr Address s OE$OR�OF WORK c�� v� ��}��`S � ��G�. rN _G--w-w--w-rwrr-r--erwrrr--rr-_Tr • ' 17 IS in a FLOG D HAZARD 'lood 2onei_ -----------ares ccmPlsity Pape 3. Brief Descriptions+�� Class of works (Now/Remodel/• ddition _i1J9aC- (Q :O?LING INFORMATION I EISC,L�SURE j Type Cit� l'� _pa3jm Construct ions__ R A-NLJ �Q E :oninp Proposed siatrICt s ___Uses_ �% N� Estimated Yilue O-3 L40 :xceptionsi or / ariances Granted J� - Materials s----_,•_- Z-_----__-- Solid or -------------------------------• --- --- Filled Grounds C0L RET_E. Roots_&0-1 LWM OMNER INFORMATION ��Method of Heatinps.... ____r. Property Owners__- IE � ��-N+a.cMr Phones_ 'S1=X�Yd � ` j p Addr4asflailing L. L.1 7��• ..... —.---------- ZiP�---�-'��.�_ j -- fONTRACTOR INFORMATION Contractors, 1 �fhJ �-� 1� ---r-- Phanes �J la: _---__M��- ddrasss --��- �, 5►51 Stir _: .a - ------ Zip: _ -- N Expiration 14 icon a Numbers----- i I NtRESV CERTSFY THAT ! N Yt READ ARD txAMIR[D TNIQ APPLICATION AND KNOT THE SAO[ TO MC TRUT AND CORRECT. ALL PROPSts ORS OI TUC LAMB AND ORDINANCES GOVERNING THIS TT►[ OP rORK VILL &[ y COMPLIED WITH, NHSTNES IP'ItD HCREIN OR NOT. THC GRANTING OF A PERMIT DOES NOT PRtSUAC TO GIVE AUTHORITY TO VIOLA OR CANCEL THE PROVISIONS Or ANY F[D[RAL. STATE OR LOCAL RULfS. ..- �• •a• AEOULATIONS.. ORDINARCES, O LANE IN ANY MANNER, INCLUDINO THE OOVERNINO Or CONSTRUCTION OR TMC Jr PERFORMANCE OF CONSTRUCTION DF THS PROJECT. I UNDERSTAND THAT THE ISSUANCE OP THIS PERMIT IS COMTINO[NT UPON TUC ASDVC INFORMATION SEINO TRUE AND CORRECT AND THAT THC ►LAMS AND SUPPDRriR� V ��• �'� DATA NAVE BEER OR SHALL-89 PROVIDED All REQUIRED., L Owner Signature '' r�\�� t•`�i. I � ('+S1QX'p1CyiCS�7.' S~!1GjR1r�P.LAY.rJ_--.... _ _ E7�t.r- t I j j F1.00DP YN DBVELOPMEur TNFoRmATION i r Type of De,velcpae,ntj «.� -------- Flood Zoree-�XI � Required Lowest Floor Elevation' Zf building is located within a flood hazard zone, a survey' lust , be mode, AFTER TNS BLAB NA9 MMRSD• certifying that the SLOWEST FLOOR ELEVATION is equal.to or above the, bane, flood th elevation established for at =ono. Rd Sinal Inspection will be Made and no oe,rt�lticato of occupancy will be issued until the snavey Aw'on Yilo with the Building Department, COHHFJ(TS% I I � I ' IApplicant Acknowledgewents Y understand that the issuance of ( thio permit is CMatingent upon the • above Information being ; correct and that the plans and supporting data have been or shall be provided as requiredet agree to comply with all applicable jprovisions of Ordiaanoe Ifo, 25-7-11 and all other lava or ordinances affecting thei proposed development. Oeste,� � -_....AppsiO�nt•s 819nature «, - -- f Departmont Use l II �equired Lowest Floor 1!i stion - ---—_----- As Built Lowest Floor 21ation - ----------- Surv�y Filed with Building Department „--- B ilding DepartmentReprrsentative, � I ' III I r 4 � page 3 , • I , r i , I 1 .. /. ..... . .. . .M jS'�.I:L'-.1 ,.. ,y te'.•.il."{ ..f ,.. . 1 .. 3 ,l{ .(.• .. SECTION B - (All' other Applicants) 1,. Property Zoning: , 2. Submit the following: SITE PLAN/TREE SURVEY indicating: i a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w/ -bbH of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked f) Trees to be relocated should be clearly marked g) Location of any proposed replacement trees r h) Identify trees of special or unique characteristic i ) Identify trees within 10 feet of construction areas j ) Show locationland type of tree protective barriers k) Location of utilities, accesses and easement,'. ' 1 ) Location of vehiclb travel corridors m) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (commercial only) o) Staging areas for equipment and material storage SECTION C cnovae� I agree to comply with the rules and practices established in Chapter 23, Article II of the Code of Ordinances of Atlantic Beach. Owners, Signature Date CITY0EL-TNLY i Applicant has complied with all provisions of Chapter 23 and re,quirements , of the Tree Conservation Board. i i Tree Conservation Board Designee Date I � r NOTE: "Tree Protection for Builders and Developers" is available at City Hall or from the Division of Forestry , 8719 West Beaver Street, Jacksonville, FL . 32220. ( 781-1434 ) s � b FLA I967 LAWS It"Wo FOR"4100 FS 712.12 .12 Mtn N afirr of 4PRIEPAR9 IN DUPLICAYS) to fahm it Utq rmm= The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Desaiption of property......... ..T...... {.. ..j.. ......... ...........L—...S..... ............... ....... ........... 7) ..................... ....... ay ................ ......TV.c..................f Q..)ILLC........... ........0.�............. ......... ...... ............................................I...................................................................................................................................................S.......................... General description of iffwovements.........&!L) ! .Q..rn.............. ..................... .... ......................IaL .......... ............ .............(il( La �L............... .............................................I............................................................................................................................................................... (..! Ownerr.........I.A.. ................. ..... �..c......I................................................................................................................... -Address............ .......... . L .d..........LllE's.......... I........ c C- Owner's interest in sib of the improvement......................... ............................................. ............................................. Fee Simple Tide kidder (if other than owner) Name................................ A.......................... ! Address....._.................A..............Pr ................................................................................................................................................. Cowr&dor...... ......... . x...... .........................................I............................................... ... +,........... ...................... ....... Addr*............ .......... 3� . ......... ............. ........... Surety (d .................................................................................................................. ..............I.....................................I......................................4 r1 of bow 5.. 4��........... Nam Of Psfscn within the Stato of Rorkla designated by owner upon whom no# or Gow 6* served: im or nay N&.M............. ........................................................................................ Addr•u ........... ........ ................................................................. .... ......... ....................... ..................................... In addition to himself, owner designates the following perso6 to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill 11 at Owner's option). Nolno............».....~............................ ........... ................................. ............. ............................................. ......».................... :.,....... Address........_............................................. T"18 GPA"FOR ^jgCORogpt.g use ONLY............................................... .......... ...... ............... . ..».................................. ownw Swamto me d,... .zi....................... MAP SHOWING SURVEY OF 1 , SELVA LAKES, AS. RECORDED IN PLAT BOOK 41 , PAGES 55 AND 55A OF THE RECORDS OF DUVAL COUNTY, FLORIDA. //, � F�,t�� ,moo,✓ /�� •83"4r'��E �,S;G7rJ �L•8�`io.�8� 0 JUN 10 1992 x Ouilding and Z Zonin ,,% c� y.� GD � �n a �• P`�N�NG OEF\G� ti NO \I J x e. NO eel 3.0' 7.'y �`ry �l N I p 199 T % 'SCJ 44 Rw j S ARE BASED ON TRE NORTH LINE OF LOT 14 C N.83°42'00"l:, BY PLAT BOOK 41, PACES 55 OF TIIE CURRENT PUBLIC RECORDS OF DUVAL FLORIDA. )NS ARI: SHOWN TAUS (11.22) 'AND BASED ON GEODETIC VL'RTICAL.UATUM s!/ V.-- SING RESTRICTION LINE SHOWN ON PLAT O72:' 3PCRTY APPEARS TO LIE IN FLOOD 7.ONE 0 �Q�C.�/rCE�Eo wLy 13, 7 �/�7O poTc S 'PRE AREAS IN AND oU'LSIDF. OF Tilli 500 YEAR N 5. 50N .�RO/`� i CN/C4rn BY FLOOD MAPS ItIiVISF.D APRIL 1.7, 1.7117. TY PANEL 120075 0001 D CURVF, 7-1XLf i Z� —DENOTES ANGLE U1-1e/lv Cil DENOTES CHORD DISTANCE R DENOTES LENGT11 OF RADIUS I hereby certify that this survey meets the A DENo1 Es Attc DISTANCE thleiFlor damum eBoard of Land Surveyors, pu sical standards as set forth chn cant to Sectlon-r-,;?a,e'Florida Statutes. N. A. BURDEN & ASSOCIATES INC. �a,aT.R.�auwvaru /,SL^• t/fi`zRy'�'� S/ZEn./oer LAN D /f��/� 1 9 �'-- - SURVEYORS f-y SIGNED � Post office Box 501370 l ",20 l/og SeuTy v-s-r SCALE: Jacksonville Beach,Florida 32250 INT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. THIS SURVEY NOT VALID UNLESS THIS PR 'I MAP SHOWING SURVEY OF ,j , SELVA LAKES, AS. RECORDED .IN PLAT BOOK 41. , PAGES 55 AND 55A OF THE RECORDS OF DUVAL COUNTY, FLORIDA. //• , �,cic) �'iso,✓ UV1� v� Q �•/. 2N AT moo. � • 0? ►�' 4 h'N� � l J 19 ' Q Q7'Y,ec.U� 17. Pr 44 i ARE BASED ON TILE NORTH LINE OF LOT 14 N,89°42'00"E. BY PLAT BOOK 41, PAGES 55 OF TILE CURRENT PUBLIC RECORDS OF DUVAL FLORIDA. )NS ARE SHOWN TAUS (L 1.22) AND BASED ON GEODETIC VERTICAL.DATUM )INC RESTRICTION LINE Si101dN ON PIAT )PCRTY APPEARS TO LIE IN FLOOD ZONIi X T1lE AltIiAS 114 AND OUTSIDE. OF Till' 500 YEAR 7?'4�Yrc 8Y FLOOD MAPS It"VISRU APRIL 17. I'Y PANEL 120075'0001 D7-2CURVE /�r7✓y�t�0 .E'�G /PEO/J TiE .ii✓�. Go• 'z DENOTES ANGLE Ul-leo C11 DENOTES CHORD DISTANCE I hereby R DENOTES LENGTH OF RADIUS minimum CtechnicaI staertify that lndards as set tforth by A DENOI,Es ARC DISTANCE the Florida Board of Land Surveyors, pursuant N to Sectlon4✓2�*e?Florida Statutes. N. A. DURDE & ASSOCIATESINC. .vcv caiaTntco cro o.4/7�*trA. //f.��y n-/• S/ZEMorQC LAND 8(0 �—k SURVEYORS �fl /G SIGNED Post Office Box 50870 //03 -Cr SCALE: Jackaonvllle Beach,Florlde 32250 NT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. THIS SURVEY NOT VALID UNLESS THIS PRI MAP SHOWING SURVEY OF I , SELVA LAKES, AS. RECORDED -IN PLAT BOOK 41 , PAGES 55 AND 55A OF THE RECORDS OF DUVAL COUNTY, FLORIDA. od�t, vu, it - VN H 049 01(, ✓�^ �.A I a W B��d� 10,99 � X G0J No auk . �a�d a � b 1 T_ A Off`/ I i ARE BASED ON TILE NORTII LINE OF LOT 14 N.83°42'00"E. BY PLAT BOOK 41, PAGES 55 < OF TILE CURRENT PUBLIC RECORDS OF DUVAL FLORIDA. G� )NS ARE SROWN TIIUS'(11.22) 'AND BASED ON GEODETIC VERTICAL.DATUM, fZECr�/EfXEO L��r/� 19�� ANG RESTRICTION LINE SHOWN ON PLAT �qGs�jQ t/F_ `/. O )PGRTY APPEARS TO LIE IN FLOOD ZONE "X" /rC.C�E� T 5 TIIE AREAS IN AND OUTSIDE OF T11E 500 YEAR' L/f�7- ,217 IIY FLOOD MAPS RF.VISF.D APRIL 1.7, 19119. PY P•".!":L 120075 0001 U CURVF. £O�EOZ- l�'EO/J ,N-DENOTES ANGLE T rLE/~s GO / ~�✓y� Uri/GAN C11 DENOTES CNORD DISTANCE it DENOTES I.ENGTII OF RADIUS i hereby certify that this survey meets the A DENOTES ARC DISTANCE minimum technical standards , set forth by the Florida Board of Land Surveyors, pursuant Ir H. A. BURDEN to Section4✓2,--)??Florida Statutes. & ASSOCIATES INC. couT""•uwvno o.q/fj�u _ LAND t/E.4fzY^'/ SizEn.Io,Qc SURVEYORSz— 8 SIGNED Post Office Box 50670 �7 //03 -5'-1117-3,ev-Cr SCALE: Jacksonvllle Beach,Florida 32250 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. I it DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH.FLORIDA PERMIT TO BUILD PERMIT NO. 7`J 6� 9 THIS PERMIT MUST BE POSTED ON JOB Date April 11 1986 Valuation$ 129,579.50 —� `��50 T Fee$ 499.50 1 G 0 499050CKT This permit not valid until above fee has 7639 f -0n1n(A`� subject to rev been paid tCity Treasurer, and is V V C,i J ovation for violation of applicable provisions of law4/11/1 . !t� v This is to certify that ReYhani, Inc. RR0434591 I Von has permission to build TownhouseS Classification Residentii,j Owned by RIMProperties Zone I Lot 13 & 14 +i HouseNo. 479 - 483 Selva Block��S/DSelva Lakes I Lakes Circle According to approved plans which are part of this permit = NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS I AFTER DATE OF ISSUE I �♦ Z Building material, rubbish and debris + from this work must not be placed in public space, and must be cleared up and hauled away by either con- trac or or owner. FOR OFFICE PERMIT Building Official. USE ONLY NUMBER DATE CONTRACTOR PLUMBING I ELECTRICAL I SEWER WATER CITY OF ATLANTIC BEACH APPLICATION FOR BUILDING PERMIT Owner P�T .vc Address ��i v , 0 -�u�.�, - zip g2,,S3 Phone z,,jZ-J'S (/6 Architect z _Address� �{,5 j,f 1,q �Fh�lh zipdPhone L¢ Contractor ,E5Z / .. Address Contractor's License Number/jZao 3 Expiration Date Copy on File Lot # �( Block or Section # SubdivisiZoning Street,,�z ✓a �aeia ( i�tec -Between and side Valuation $ Type of Construction Purpose of Building Number of Units Fireplaces Utility Service: Water Sewer If the City if providing water or sewer service, do we need to make taps? Dimensions: Building Lot Size Footings Sz. Piers Sz.. Sills Greatest Span Sills Sz. Ceiling Joists Distance on Centers Greatest Span Sz. Floor Joists Distance on Centers Greatest Span Sz. Rafters Distance on Centers Greatest Span Method of Heating Solid-Filled Ground Roof Flood Zone If located within a FLOOD HAZARD complete page 2 SUBMIT: Two complete sets of plans, including a detailed site plan. Florida Energy Efficiency Code Sheets Recent Survey Inspections Required: 1. When steel is in place and ready to pour footings. 2. When steel is in place and ready to pour columns/lintel. 3. When steel is in place and ready to pour beam. 4. When framing, mechanical, plumbing, electrical, fireplace, is completed and ready to cover up. 5. Final inspection. SETBACKS NO INSPECTION WILL BE MADE IF BUILDING CARD IS NOT POSTED ON JOB. .7 / y tL o T 13 In case of rejection, reL-ispection MUST be called for after ar Line corrections are made. In consideration of permit given for doing the U, work as described in the above statement, we F; hereby agree to perform said work in accordance C/A)) r with the attached plans and specifications, �' GA)1 7 8' which are a part hereof, and in accordance rt rt with the building regulations of Atlantic Beach. Signature Owner /' ;�� `�.•- - .�• 1CLrly/9-�. Signature Contractor �Tk,g ron e FLOODPLAIN DEVELOPMENT INFORMATION Type of Development : New Building Alterations to Existing Building Flood Zone Required Floor Elevation Actual (as built)Lowest Floor Elevation If located within a flood hazard zone (zone A) a survey must be made after the slab has been poured, certifying that the "lowest floor elevation is equal to or above the base flood elevation established for that zone . No Final Inspection will be made and No Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS Applicant acknowledgement : I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No . 25-7-11 and all other laws or ordinances effecting the proposed developemnt . Date Applicant ' s Signature -------------------------------------------------------- Department Use Survey filed with the Building Department on Certified Lowest Floor Elevation Required -Lowest Floor Elevation Building Department Representative Address — Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ So $ Total Valuation 1st $ Remainder Valuation per thousand or ------------------------------ - portion thereof -------� Total Building Fee $ ADDITIONAL PERMITS and/or FEES REQUIRED + 2 Filing Fee $ Mechanical ; Fireplaces @ 15.00 $ BUILDING'PEPZffT FEE $ Plumbing a Electric/New ------------------------------------------------- ' Electric/Temp Septic Tank BUILDING PERMIT $ �{99 . c5(---) 7 Well WATER METER CHARGE $ O. 00 St rimnirig Pool SEWER IMPACT FEE $ o�O�O. 0 0 WATER IMPACT FEE $ 5 3L O.O CO Sign Water Connection MISCELLANEOUS $ $ Sewer Connection $ Water Meter Elevation Certificate GRAND TOTAL DUE $ CALCULATIONS and/or NOTES CITY OF Fead - 9&uz a 716 OCEAN BOULEVARD P.O.BOX 26 ----� y ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2396 The Minimum Lowest Floor Elevation for Lot 13 �� , c— C->7 2Z-s, is A Survey indicating the "Lowest Floor Elevation" shall be submitted to the Building Department "Immediately" after the slab has been poured. No further inspections will be made until the survey is on file . No Final Inspection will be made and No Certificate of Occupancy will be issued unless the Minimum Elevation Requirement is met. Building epartment Representative •►i�h�� PLUMBING PERMIT i ELECTRIC PERMIT BUILDING PERMIT WORKSHEET TETtPORARY ELECT. ea ted Square Footage 5 @ $ 3S`5 per sq f t = $ arage/Shed @ $ '0 per sq ft - $ o�O J• DO arport @ $ per sq ft = $ orches @ $ per sq ft — $ , eck @ $ per sq ft = $ 3tio @ $ per sq ft = $ TOTAL VALUATION $ (oa .5-d �� . S6 $ )tal Valuation Data 1st $ 12� �mainder Valuation @ $ a.UUper thousand or portion thereof TOTAL BUILDING FEE + k FILING FEE $ `7` ods FIREPLACE @15 . 00 TOTAL BUILDING PERMIT $ - ------------------ -------------------------------------- .UMBING PERMIT FEE$ MECHANICAL PERMIT FEE$ ,ECT. TEMPORARY $ ELECTRICAL PERMIT $ TER METER SIZE $ ACCOUNT NUMBER WER IMPACT FEE $ TER CONNECTION $ (@10 . 00 per fixture unit) PROVED BY: TOTAL BUILDING/PLAN FILING FEE $ p73 TOTAL WATER METER CHARGE $ OU TOTAL SEWER IMPACT FEES $ �� 5� QO TOTAL WATER CONNECTION CHARGE $ �j� MISCELLANEOUS CHARGES $ GRAND TOTAL DUE: /• 3 9 5— [3063- PLUMBING WWSHEET SINKS SHOWERS DISHWASHERS CLOSETS BATH TUBS FLOOR DRAINS WASHING MACHINE WATER HEATERS DISPOSALS LAVATORY URINALS OTHER TOTAL FIXTURE COUNT �T 3Sa / !• OO FIXTURE 'UNIT BREAKDOWN FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT $10.00 PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. 1 0 BATHROOM GROUP CONSISTING OF LAVATORY (1 UNIT) WATER CLOSET, LAVATORY, AND BATH TUB OR SHOWER STALL SERVICE SINK TRAP STAND (6 UNITS) (3 UNITS) .-.,� DRINKING FOUNTAIN (Ij UNIT) rrr-.T URINAL, WALL LIP (.4 UNITS) �--« FLOOR DRAIN Cl UNIT) WASHING MACHINE RES. URINAL, PEDESTAL, SYPHON (3 UNITS) JET BLOWOUT (8 UNITS) WATER CLOSETS, VALVE OPERATED WATER CLOSETS, TANK-OPERATED (8 UNITS) (.4UNITS) SHOWER STALL, DOMESTIC � ' BATHTUB (W/OR W/O OVERHEAD (2 UNITS) SHOWER) (2UNITS) LAUNDRY TRAY BIDGET (3 UNITS) (2 UNITS) DISHWASHER (2 UNITS) KITCHEN SINK (2 UNITS) 3 KITCHEN SINK/WASTE GRINDER (.3 UNITS) TOTAL FIXTURE UNITS @ .$10-,*00. EACH ' @'�D'a� ��D•t�� PLUI•113ING PLMIT 0 BUILDING PERMIT WORKSIiEET ELECTRIC PERMIT ` a TEMPORARY ELECT. ► sated Square Footage S9 ►+� @ $ er sq ft - $ OC arage/Shed �f / d @ $ �d/00()oper sq ft - $ 17, �3/��. 09 arport @ $ per sq ft - $ orches @ $ per sq ft - $ eck @ $ per sq ft - $ ' atio @ $ per sq ft - $ TOTAL VALUATION $ - 3tal Valuation Data 1st $ �, (� O(> , T 60 $ ao �mainder Valuation @ $ .00per thousand or portion thereof TOTAL BUILDING FEE + k FILING FEE $ FIREPLACE @15 . 00 $ �• TOTAL. BUILDING PERMIT $ OR & , - -- ----------------------------------------- --------------------------------- .UMBING PERMIT FEE$ MECHANICAL PERMIT FEE$ .ECT. TEMPORARY $ ELECTRICAL PERMIT $ TER METER SIZE $ ACCOUNT NUMBER WER IMPACT FEE $ TER CONNECTION $ (@10. 00 per fixture unit) PROVED BY: TOTAL BUILDING/PLAN FILING FEE $ TOTAL WATER METER CHARGE $ S, �a TOTAL SEWER IMPACT FEES $ TOTAL WATER CONNECTION CHARGE $ �(p�, co MISCELLANEOUS CHARGES $ D� GRAND TOTAL DUE: $ Z (O T 159 Sf .� ,D-- 13LbG, PLUMBING WOQRKSHEET SINKS SHOWERS DISHWASHERS T� 3 CLOSETS I BATH TUBS FLOOR DRAINS WASHING MACHINE WATER HEATERS DISPOSALS LAVATORY � URINALS OTHER TOTAL FIXTURE COUNT FIXTURE UNIT BREAKDOWN FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT $10.00 PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF LAVATORY (1 UNIT) WATER CLOSET, LAVATORY, AND BATH TUB OR SHOWER STALL SERVICE SINK TRAP STAND (6 UNITS) (3 UNITS) DRINKING FOUNTAIN (!I UNIT), URINAL, WALL LIP (4 UNITS) FLOOR DRAIN Cl UNIT) WASHING MACHINE RES. URINAL, PEDESTAL, SYPHON (3 UNITS) JET BLOWOUT (8 UNITS) WATER CLOSETS, VALVE OPERATED WATER CLOSETS, TANK-OPERATED (8 UNITS) (4UNITS) SHOWER STALL, DOMESTIC BATHTUB (W/OR WJO.OVERHEAD (2 UNITS) SHOWER) (2UNITS) LAUNDRY TRAY BIDGET (3 UNITS) (2 UNITS) a- DISHWASHER (2 UNITS) KITCHEN SINK (2 UNITS) KITCHEN SINK/WASTE GRINDER - . . (3 UNITS) / TOTAL FIXTURE UNITS' @ $10.,00 EACH \�` ��'Ob o�l0 0.00 N� O 0�0, F� ID ovkx F `� Q ,°� QER a,s 0 tet. tea a`O C;"l R asbeeo Qat \e QtO�,sp° b=yrg b ae F�b °F aQQ\,c9 4'i \ab° °\att°� J9`�°Y1 t IIIA\a,u'it°n Fot 4% `O �s t° cett,4y that Irs�all 4 11one S� Selo S ibis / FOR ,ss� to rtlal ,°ck bas 4et� Te51de eles $ G1Tv1�G S time5 �,cac�,00 R 1Q �3 Sel,�a att o�this�' P ��V�$�VOO k 1SSa a a a t'J a by ate�' �tiG 1S P bb�sb e Q e ea °ape 1's ��0 vJb'cb S 4tiR�SSR x,to O°t b e c"e�or. Q,a°s A� %tetra�O �.1 e tbet c t. a4Qtovea $v�1a��b�s'�N aCe,010 by o to p SQ a AcG°iaio� 2� Seo Q�b� a�ao0'Viet. �O�S\5--,- OtOlt �,.� 7,e7\6",t oNt PPG � � c PEa e�Ea NJM 0.4 Me�NG Q�J S��Eft CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 249-2395 JOB LOCATION 479-483 Selva Lakes Circle 4 PLUMBING CONTRACTOR F. W. FAIR PLUMBING COP�ZPANY AI LICENSE NUMBERS MP145 State RF0037503 OWNER R G M BUILDING CONTRACTOR R G M TYPE OF BUILDING Duplex 2 SINKS ___3__SH0WERS 8 LAVATORY __WATER HEATERS 2' BATH TUBS 2 DISHWASHERS URINALS 2 DISPOSALS 6 CLOSETS 2 WASHING MACHINE FLOOR DRAINS OTHER a_T0TAL FIXTURE COUNT X$3. 50 + $10. 00 DATE 4 / 10/ 86 TOTAL AMOUNT $111 . 50 INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE . S333 1V101 ovQ $ ooQ 0308VMHOA N9IS HOV3 H3HSV13 H311MS 3ZIS HOlOW VW 'VA 'ON ASNVHl NO3N'ON - VAN -- ON - VAN 'ON A 009 83AO 'A 009 830Nn :S83WH03SNVH1 sn03NV1133SIW FSHd39V110A WH l 'ON SHd 39V110A d'H SHOlOW H3A0 L-0 1V3H-M)I :1V3H 1130 SdWV SHOlOW 83H10 HOlOW'dWOO 9NINOIIIONO3 9NI1VH 'd'H 9NI1VH 'd'H HIV dSN`dH11138 S3�Nd11ddH a3no 'SdWY 001'0 a3Xld - 'A'W R 1N33S38Of113 1N33S3aNV3NI S3 HO11MS 'SdWtl OOl't£ 'SdWtl OE'O iV101 N3d0 031V33NOO S31OV1d3O3H lt/101 N3dO 031V33NOO S1311no 9NI1H911 3ZIS 'ON 3ZIS 'ON 3ZIS 'ON SH3633d AVM3OVH 110A M Hd SdWV 3ZIS'AH3S'1SIX3 AVM33VH 110N. M Hd SdWV yCy H3)IV3H8 HO HO11MS ( Wf1lV ( 1 H3ddOO UWV 3ZIS HOl3f1aNO3 e Q� 33.4 ( 1 8IVd3H ( ) 3SV383NI �M3N :33IA83S '13 'DS ( ) SN91S ( ) AW31 1 1 8311VH1 ( ) NOIl1(IaV ( ) 'M38 ( ) (310 ) M3N ( ) 'Sf1ONI ( 1 O118ftd ( 1 'WWOO ( 1 'ldV Y-N)-S3H :N33M138 3ZIS'9a18 X08 Od> � �f 1 SS38OOV ,� ); W �tr3WVN 38n.LVNJIS NVIOI!l1O313 831SVW :WHj:j 1VOIU13313 77r; "S30NVNIGNO HOV38 OIlNVl1V 30 Jll1O (INV S3a03 'SNouvi 1938 IVOIH13313 3H1 HIM 30NVa8030V NI (INV '303H3H 121Vd V 38V HOIHM HOA83d 01 3389V 3Mo9N MO1103 3Hl NII VId a38 HOS30 SV )180M 13H1 9N Oa HOA N13A 9 NHOn11Wb3d(IIVSJ 0 NOUV83a SNOOA83NI 213H :33110N 1NV.LHOdWI -61 :31Va :HOlO3dSNI 1VOIH1O313 331HO 3Hl Ol 1IWV3d IVDIbl»13 voi NOILVD11ddV AQ Penoiddy ` G12101A 'HOV39 OIlN` IIV �O A113 Q ^ S33d 3`d101 03aliVMMOd NJiS HOV3 M3HSV13 H311MS 3ZIS MOlOW VW VA - ON 'ON 'dSNVal NO3N 'ON VAGI - 'ON AN 'A 009 M3AO A 009 M3aNf1 :SM3WMOdSNV>il SnO3NV113OSIW SHd 39V110A WH L ON SHd 39V110H3AA "d"H SMOlOW L'0 SME) IM9VwHOJNINOla H 1V3H-M)l 1V3H 1130 SdWV NIVH 'd'H NIIIU d iv S30NVIlddV ASNVMl 1138 a3xlA aano •sdwv 001'0 A'W'8 1N33S3MOflid -- 1N3OS3aNVONI S3H0lIMS SdWVOE'O sdwv 001-Ls — S31OV1d333M 1Vlol N3d0 a31V30NOO 1Vlol N3d0 a31V3ONOO S1311f10 JNI1HJ11 3ZIS 'ON 3ZIS "ON 3ZIS 'ON SM3633d AVM3OVM 110A M Hd SdWV 3ZIS'AM3S'1SIX3 AVM3OVM 110/��`� M Hd f SdWV M3)IV3M8 MO HOIIMS ) 'Wf11V ( ► M3ddO3 JSdWV Q D 3ZIS MOlO11aNOO C) ( ) MIVd3M ( ) 3SV3MON1 (XM3N '33IAM3S 333 ld 'DS ( ) SNJIS ( ) AW31 ( ) M311VM1 ( ) NowaaV ( ) 'M3M ( 1 al0 M3N ( ) -snaNl ( ) O118f1d ( )'WWOO ( 1 '1dV �1 'S3M 3ZIS'0018 :N33M138 SS3MaaV "3 \o 3WVN xoa a�M r� s-4N)vn �n h' S3. :wall 1VOIM1O313 3M 1VNJIS NVI IM1O313 M31S w "S30NVNIaH0 HOV38 31AV11V 30 Allo aNV S3a00 'SNouvi 1 3M lV313H13HlIM 3 NVaHOOOVaNI MHOM aIVS Wa0db3d Ol 33 OV A83 3H 3M '9NIM01103 3Hl NI a3812iOS3a SV )180M 3H1 9NIOa 2103 N3AIJ lIW2l3d d0 NOIlV213aISN0O :33IlON 1NV1MOdWl q6L '' :31Va :M0133dSNl 1V3IM13313 d31HO 3Hl Ol Aq pOAOiddy 11W13d 1VD1813313 voi NOIlK311ddV V d012i01A 'HOV39 OliN`d-Ild �O )�ilO IRtl�, MAP SHOWING SURVEY OF LOT 13 , SELVA LAKES, AS RECORDED IN PLAT BOOK 4.1 , PAGES 55 AND 55A OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. C k 3a P 1 0 V ,3 IN,;� ''• SSV /40 e5 NZ S' ti zS TNrS 7'Y L/E$ .w FLCt�D Z�rl� G' WH/CH /S 'rjlL AQE.A .�F46 ' /WN•'�4 L i2oo7S 6Qo i e. . E��v.47io.�/h � pwN Tf✓G/S.' ii.7Q r?F,�c�.Q To �c%4TioN.4G ��OOE'T/G f/E�/�4 G�TU�- -�o I hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Land Surveyors, pursuant A. OURDEN to Section Florida Statutes. ZV-VH. ASSOCIATESINC. weeuriwao wwvty o.-11T��••�ND RVEYORS SIGNED Post t�ffice Box 50870 / 830 Beach Boulevard SCALE: / 2� Jacksonville beach,Florida 32250 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. MAP SHOWING SURVEY OF LOT 14 , SELVA LAKES, AS RECORDED IN PLAT BOOK 41. , PAGE"i 55 AND 55A OF THE 1PUBLIC RECORDS OF DUVAT, COUNTY, FLORIDA. 41 4 01? 1A N J V) 'd-7�'4C,4'.av r cz t-A-" V -17t6 IS A • 1,4,::) Riz-r'rR/Cr)t=4'V -4-/'Var' 8 y PI—A77. VAe4ir I hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Land Surveyors, pursuant He A. DURDEN to Section-,V2o2?Ft,orida Statutes. & ASSOCIATESINC. LAND SURVEYORS SIGNED— 9 post Office Box 60670 830 Beach Boulevard SCALE: Jacksonville Beach,Florida 32250 THIS SURVEY NOT VALID UNLESS THIS PRINT 15 EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. MAP SHOWING SURVEY OF FPU1B3LTC SELVA LAKES , AS RECORDED IN ��AT- BOOK 41, PAGES 55 AND 55A OF THE RECORDS OF DUVAL COUNTY, FLORIDA. Q3842 1 E 35 o l /) o< Gir1.E7�7-'YSr Q 8 \ U \ A. 10 a Q) a M z.-7 N rn ��o✓L god J 0 a a o VA N J 0 8 0 1 ro • T7,is /S 4 Bocitiraa.¢,. SciQ/E`,. /�c\ f�.AT. a"•�o�G ,p�S7-'F7.c:r-roN -Jr,•E vY • TICS 1Y L/E� � �cr7D Z.Gr/t •c wL,/GH �S '771C /�E'EA OC /WN�ML Fzaactir�.�, B y �G a� ,r-r�J.os RE'v�SE7� I hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Land Surveyors, pursuant H. A. DURDEN to Section 472.07 Florida Statutes. k& A LAND SSOCIATES1Nc. wasnrrwett auwvar� 0.1/7M. SURVEYORS SIGNED Post Office Box 501370 " 830 Beach Boulevard Z� Jacksonville Beach,Florida 32250 SCALE: THIS SURVEY NOT VALID UNLESS THIS PRINT 15 EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. CITY OF 716 OCEAN BOULEVARD P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 _jLl TELEPHONE(904)249-2395 November 11, 1986 Third Floor Pre-Service Section Jacksonville Electric Authority Building 233 West Duval Street Jacksonville, Florida 32202 The following final inspection has been made and is satisfactory: Permit #4781 - 479 Selva Lakes Circle Permit issued to Adkins Electric Company Sincerely, ene' Angers " Community Develop nt Director cc: building file CITY OF 4&6^&a Bea I:4-Qou44 Office of Building Official REQUEST FOR INSPECTION Date p 1p Permit No. Titus ' I A.M. sle ed I al� p M. District No. 4&-� So [uc, La L Job Address Locality Owner's ontractor Name C BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air.Cond.& ❑ Re Roofing Cl Slab E Temp Pole ❑ i Top Out ❑ Heating Lintel ❑ Final fid/ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Wed. l�Thurs. Friday P.M. A.M. Inspection Mace P.M. Inspector s s"``� — Final Inspection❑ Certificate of Occupancy Date CITY OF f( flow is /3ea44-�� U Office of Building Official REOUEST FOR INSPECTION 61 Date Permit No. � 3 —1 Time A.M. District No. Received P.M. X79 �r V14 6( —z Job Address ^ Locality Owner's _CDntractor 1, l/\^lJ Name BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ _. Rough ❑ Air.HeaConting 8 ❑ Heating Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Fire Place ❑ Lintel ❑ Pre Fab READY FOR INSPECTION A.M. Mon. Tues. Thurs. M. Friday P.M. Inspection Made P.M. C Final inspect ion� Inspector Certificate of Occup cy Date INSPECTION LOG JOB ADDRESS 'M- '/83 � c CONTRACTOR �M. OWNER y79 - y7EI BUILDING PERMIT 7Co3S ELECTRICAL PERMIT yF3 ' y 7�� PLUMBING PERMIT 76 `-/D TEMPORARY POLE PERMIT MECHANICAL PERMIT 7(,q] MISCELLANEOUS PERMIT FLOOD ZONE DATE SURVEY FILED Called-In Approved J .E .A. Temp Pole Footing �' �o S 1 ab Framing , Plumbing (R) Electrical (R) Mechanical Fireplace Top out Other Electrical (F) PIP- FINAL INSPECTION Certificate of Occupancy Issued COMMENTS : CITY OF �►OT �tz�� 4&asr is /3ecc.li-"tic a 7F4 Office of Building Official /� REQUEST FOR INSPECTION Date 2 ' a a 4. Time ' + ® Permit No. Received P.M. District No. Job Address Owner's Locality Name / Contractor_! cm BUILDING CONCRETE ELECTRICAL PLUMBING Framing Footing ❑ Rough Wiring MECHANICAL Re Roofing ❑ Slab Rough ❑ Air.Cond.& ❑ Temp Pole ❑ Top Out Heating Lintel ❑ Fire Place ❑ READY FOR INSPECTION Pre Fab Mon. Tues. —ad Thurs. _Friday M Inspection Made_ AM P.M. Inspector Final Inspection❑ Certificate of Occupancy Date golf CITY OF 4&zff c 13e=4-J, v-da Office of Building Official ff REQUEST FOR INSPECTION Date — 1 �{ Permit No. Time � A.M. Received • P.M. District No. V4 17 ILA 1--0ci 1 (491 Job Address Locality Owner's Name Contractor BUILDING CONCRETE ELECTRICAL _ PL_U�Ae1NG ��Ilir. AECHANtr_et_ElFraming C Footing Rough Wiring Rough Cond.& ❑ Re Roofing Slab _ Temp Pole ❑ Top Out ❑ Heating Lintel _ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday P.M. A.M. Inspection Made M, Inspector c Final Inspection C Certificate of Occupancy Date CITY OF ' 4&rr.�`ic /3e44CA-0;&U4& Office of Building Official /G REQUEST FOR INSPECTION Date / ✓(e Permit No. Time �J Received �v P.M. District No. L06; 13 r % V l'VAGCA�PS ` i r C/2, Job Address Locality Owner's nnr Name Contractor BUILDING CONCRETE S ELECTRICAL PLUMBI G MECHANICAL Framing ❑ Footing Rough Wiring E Rough E] Air.Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Lintel Fire Place ❑ Pre Fab READY FOR INSPECTIO Mon. Tues ed. 0-, Thurs. P.M. A.M. Inspection Made P.M. Inspector Final inspection❑ Certificate of Occupancy Date P CITY OF , 716 OCEAN BOULEVARD -- P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 ,September 22, 1986 Pre-Service Section Jacksonville Electric Authority 233 West Duval Street Jacksonville, Florida 32202 The following final inspections have been made and are satisfactory: Permit #4873 - 487 Selva Lakes Circle Permit #4782 - 483 Selva Lakes Circle Permits issued to Adkins Electric Company. Sincerely, 2L � z� Rene' Angers Community Deve o ent Director cc:building file C�rdif iratr of (Orrupaury CITY OF AM-ft-U- C &4A- Rai& Drpar#mrnf of +Bnilbing Jnsprrtion This Certificate issued pursuant to the requirements of Section 109 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification „ 'l Bldg.Permit No. 7632 Group Type Construction Mp & District. Atlantc Beach clerr _ ties Owner of Building _ Address Building Address 4 : 'elva La};.es , ,,ity_ S iva Lakes -L'rL' t _ Rene' Ars Circle By:------_ --X-'/ Building Official Date: I POST IN A CONSPICUOUS P"CS