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Permit 501 Clippership Lane _ _ Y .SOB ADDRESS o e r s ry TYPE WORK PROPERTY OWVER ,4)lTELEPHONE V7 CONTRACTOR iZ�rn u /rr 'ELEI'HONE PERMIT NUMBER 9 0 .3 I DATE EVSPECTIONS. F'OOTTVG SLAB TLE REAM LDrm NAIL.IGSMTWVG FRAAWG/COVER UP INSULATION F17VAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# INSPECTIONS ROUGH FEVAL MECHANICAL PERAIM INSPECTIONS ROUGH FINAL PLLIMRLVG PERMIT# LVSPEC 7ONS ROUGHMADER SLAB TOPOUT WATERISEVER FINAL NOTES: i - �- q - 0 3X6 34' 6" ---------' WEB NOTES --------- 0 0 0 0/ ,0 0 0 0 t 3X5 34' 8" WEBSs 2X4 #3 REM-FIR, FIR-LARCH, OR o 0 0Q Q��p��^0 0 0 3X4 38' N3" 80. RINE. 0 0 o7TfNYtJL/- o 0 0 0 0 0 0 0 0 0 VOL,MES LUMBER iCOMr'ANY o C= I �EE 0 6550 ROOSEVELT BLVD, sym "f a TRUSS AaouT f V1lLE, FLORIDA 32210 RLPINE ENGINEERED PRODUCTS,INC. 5X5 34' 6" sx4 34' 8" P.O. BOX 2225 POMPRNO BERCH,FLORIDR 33061 5X5 34' 6" LOCATE TOP CHORD OFF-PANEL SPLICE 305-781-3333 5X4 134' 8" WITHIN 6" OF PANEL 1/4-POINT. DESIGN CRITERIA TPI 4X4 30' 8" TC LIVE LOAD - 38.8 PSF 1.5X4 34' 6" DASHES SHOW,1 TC DEAD LOAD " 7.8 PSP 1.5X3 34' 8" DIRECTION OF 7.V BC DEAD LOAD - 10.8 PSF 1X3 38 8" ELONGATED TOTAL a 47.8 PSF HOLES IN IZP DUR. FACTOR 1.33 PLATES ON TYPICAL CONTINUOUS JOINTS SPACING 24.8" OC 4? 00 so . OVERALL SPANS _ PINE 2X4 TC 2X4 BC SS DEN AD 34' 6" 34' 6" SS DEN 33' 8" 34' 6" 4 EQ. TC PANELS SS RD 33' 8" 34' 6" 3X5 34' 6" 3 EQ. BC PANELS SS 32' >Y" 34' 6" 3X4 32' 6" MEASURED FROM 2.5X4 25' S" 3X6 34' 6" INSIDE SCARFS #1 DEN AD 33' 4" 34' 6" 2X8 34' 2" #1 DEN 32' 6" 34' 6" 2X7 38' 1" #1 RD 31' 18" 34' 6" 2X6 25'18" #1 30' 9" 34' 6" MIN BRG SPAN #2 DEN KD 31' 4" 34' 6" #2 DEN 38' 2" 34' 6" 5X6 34' 6" 3.58" 34' 6" #2 RD 29' S" 33' 3" 5X4 30' 0" #2 27' 9" 31' 3" 3X6 34' 6" LOADING SPACING 3X5 34' 8" 3X4 30' 8" 47.0/1 .33 24 . 0' 34' G" MAX PLRTE TYRE--RLPINE 2X4/2X4 PITCH UNkE$S THESE SPECIFICATIONS FOR LIBBER FND TRUSSES REQUIRE EXTREME CFRE IN "IDLING `' 43/TS 4"0��2 GENERRL NOTES REPINE CONNECTORS RAE FOLLOWED fin THE Y�tIIING EAECTIDN RID INWING. SEE 'BUT-76= ►+ E FI TRUSSES BUILT IN CO ORMNCE WITH "OURLITY CONTROL MANUAL- BY .TPI, U�IIG NOW TUSSE6: COMMENTARY FM QECOMMWM71ONS - ��� � �iy THERE SHALL BE NO WARRANTIES OF THIS DESIGN, EXPRESS OR IHPLIEO. .TPI). BEE YH1S DESIGN FOR ADDITIONAL SPECIAL SWING 3 caw TE � SPANS TO 3 4' 6 fLPINE CONNECTORS WE MIRNUFACTURED FRDM 2D GAUGE GAL.VRNIZED STEEL REQUOREMENTS. UNLESS OTHERWISE 9HDWN, TOP CHORD SHALL No. LT I$&CSS OTHERWISE SIOUN, MEETING REQUIREMENTS OF ASTM FA% GRADE R. BE LATFARLL4 BRACED 61TH PROPERLY ATTACHED PLYWOOD RPPLY COovRECTORS TO BOTH FACES AT ERCH .AINT AND LOBATE R6 SHOWN. SHEATHING, BOTTOM CHORD WITH RIGID CEILING OR BRACING f AT[ BEARING WIDTHS ARE V NDR[NA1 UNLESS OTHERWISE SHOWN. DESIGN RT MRKIMUR OF 10 FEET 0. C. OD NOT USE THIS DESIGN }`, PLORN]� k4b COPYRIGHT 1979 4888443 STAIORROS CDNFURM WITH APPLICABLE PROVISIONS OF NOS-77 AHO *TPI-IB WITH FIDE RETiMmANT TRERTEO LUMBER. �rtlt0 fMG�r 6--TPI - TRUSS PLATE INSTITUTE, NOS - NITIONOD IL DESIGN SPECIFICATION FOR NOW CONSTRUCTION It DRAW# A424,043 w w■� w i ii � � i i i �� � �■� �� �■� ,_f: EIAs r ' - O BOTTOM CHORDS MAY BE REINFORCED WITH SCABS SINGLE DOUBLE 1 RIPLE o C' `� � = I= r I U VHUV I UE HW I T 1 ONHL LUND GW'HC I I Y AS G I RDER o c� r1 o N a 0 o a SHOWN IN TABLE AT RIGHT. SCABS MUST BE LENGTH 1- - 1-ECRB 2-SCM 1- -Sm a `= aST Da a a OF SANE SIZE AND GRADE RB BOTTOM CHORD 14' 0' 4' ®'P 28' 1'P 28' 1'P 40' 0'P 40' 0'P 40' 0'P 40' 0'N 40' 0'N 40' 0'N a 0 0 0 o a RNU a#LL HE ATTACHED IN THE SHOP TO 15' 0' ' 7'P 25' 8'P 25' 8'P 40' 0'P 40' 0'P 40' O'P 40' 0'N 40' 0'N 40' 0'N o a o a GIRDER AS PER SCHEDULE BELOW SPAM TABLE. 16' 0' ' 9'P 23' B'P 23' B'P 113' 0'P 40' 0'P 40' 0'P q0' 0'N 40' 0'N 40' 0'N o 0 0 0 IF SPI ICE IS REQUIRED IN 5CA8, IT 1S 17' 0- 19' 2'P 21'10'P 21'10'P 38'10'P 40' O'P q0' 0'P 40' 0'N 40' 0'N 40' 0'N o a PI o 0 PREFEHHBLE TO LOCATE SPLICE 4' OR MORE 18' 0' 17"'9'P 20' 3'P 20' 3'P 3G' 1'P 40' 0'P 40' 0'P 40' 0'N 40' 0'N 40' 0'N o X 0 FROM BOTTOM CHORD SPLICE. CONNECTOR 19' 0- 16' B-P 18' 9'P 18' 9'P 33' 7"P 39' 5'P 40' 0'P 40' 0'N 40' 0'N 40' 0'N o � PLflTES ARE REQUIRED ON BOTH FACES OF o TRUSS 20' 0 15' 5'P 17' B"P 11' 6'P 31' 4'P 36'11'P 38' 5'P 4O' 0'N 40' 0'N 40' 0'N SCAB AT SPLICE AND SHALL BE R 5X8 21' 0' 14' S'P 16' 4"P 16' 4'P 29' 5'P 34' 9'P 36' 2'P 40' O'P 40' 0'P 40' -0'P 22' 0' 13' 7"P 15' 3'P 15' 3'P 27' 8'P 32' 9'P 34' 2"P 40' O'P 40' 0'P 40' 0'P ALPINE ENGINEERED PRODUCTS,INC. BEARING ANO BLOCK REQUIREMENTSP.O. BOX 2225 N 2X4 W 2X6 • ONE BLOCK 23' 0' 12' 9'P 14%o3'P 14' 3'P 26' 1'P 30'11'P 32' 3'P 40' 0'P 40' 0'P q0' 0'P POWRN0 BERCN,FLORIDR 33061 2q' 0' 12' -1-P 12'11'P 12'11'P 24' 7'P 29' 3"P 29' S'P 39' 1'P 40' 0'P 40' 0'P 305-181-3333 P 2xS X ae • ONE BLOCK 25' 0' 11' 5"P 12' 0'P 12' O'P 23' 37 27' 9'P 27' 97 37' 0'P 40' 0'P 40' 0'P R 2x4 + ONE BLOCK Y 2X6 • TWO BLOCKS 26. 0' 10'10-F 11' 1'P 11' 1'P 22' i'P 26' 1'P 26' 1'P 35' 27 36' 87 40' O'P DESIGN CRITERIA TPI T 2x8 Z 2X8 • TWO BLOCKS 27' 0' 10' 3'P 10' 3'P 10' 3'P 21' 0'P 24' 6'P 2q' S'P 33' 5'P 36'10'P 39' 2'P TC LIVE LOAD 38.8 PSP V 2x4 + TWO BLOCKS 28' 0' 9' B-P 9' B-P 9' S'P 19'11'P 23' O'P 23' 0'P 31' 9'P 35' 1'P 37' 0'P TC DEAD LOAD _ 7.0 PSF 9 LETIERS AFTER TRUSS SPAN DEFINE BC DEAD LOAD 10.8 PSF f BEARING FIND BLOCK REoJIREMENTS 29' 0'. B' 9'P 6' 'P 8' 9'P 18'1 1"P 21' 7'P 21' 1'P 30' 2'P 33' 5? 34'll'P TOTAL - 47.0 PSF 30' 0" 8' 0'P 8' 0'P 8' 0'P 18' 0'P 20' 3'P 20' t.1'P 28' 9'P 31'10-P 33' 0'P SEE DRAWING A117 FOR BLOCK NAILING 31' 0" 7' 4'P 7' 4'P 7' 4'P 17' 2'P 18'11"P 18.11-P 27' 5'P 30' B"P 31' 2'p OUR. FACTOR 1.33 AND UITER GIRDER DATA. 32' 0- 6' B'N 6' B"N 6' 8'N 16' 5'P 17' 6'P 17' B-P 26' 2"P 29' 2'P 29' 4"P �,Tn 33' 0- S' 0'N S' 0'N 6' 0'N 15' 8"P 16' 5'P IG' 5"P 25' 1'P 27' 8'P 27' 8'P raS'fri 34' 0' 5' S'N 5' 5'N 5' 5"N 15' 0'P 15' 4"P 15' 4'P 24' 0'P 26' 0'P 26' 0'P SOUTHERN PINE BOLT TRUSSES MUST BE SUPPORTED ON FRCS OPPOSITE SCABS 6x10 TOP CHORD 2X 4 #1 DEN KD 3x9 IL BOT CHORD 2X 6 #1 DEN KD CI EO. WEBS 2X 4 #2 Sx 10/s p i, A /C R/B R/C I R/DG R/C I A/OG EG 2x4 USE 160 NAILS (IN S RGGERED PRTTERN) (2) 4x 7 RS EACH LRYER IS APPLIED. CLINCH ALL NRILS IN 2 MEMBER GIRDERS. 4.00 R--NAILS&: TC 7'O.C. : WEBS 16'O.C. . -_B______ ----- - - — 6 Eq. Pnls B.C,B--NAILS&: BC RND/OR SCRB 3.5'O.C. ArlLcurit ru C--NRILS&: B[; 2.5'O.C. : SCRB.S 3.5'O.C. D--NAILS&: BC 2.0'O.C. : SCA9S 3.5-O.C. 2x6 6x6 6x6 E--NRILS&: BC 2.0'O.C. : SCABS 4'O.C. 8x8/sp1. 7x WMES LUM, R COMPANY &F-DNE .5' THRU BOLT MRY BE SUBSTITUTED 7X8 �1 r p FOR EVERY 2 NRILS. (DBL NRIL SPRCING- LOADING s1)1' 6550 R�OOSE�V LT 8•Uvll I8' MAX). 1.5' MIN. BOTTOM EDGE DIST. = --of R00 .5' TIRU BOLTS RT EACH BC PNL PT 47.0/1 . 33 — ------ -- ---GIRDER LErJt.TN--,}� ;�A�Wr RlDA� M , AND ERCH SIDE OF BC SPLICES. NOT RED. L %'Saw Or, FOR BC IF SCHEDULE 'F' IS USED. 2X4/2X6 PITCH GENERAL NOTES �¢ir Huc ok6FlIDrSfi1�IWWLulr•UR 'AM, uRRNING THLJSS REQUIRE EXTREME LHRE 1N tJOLlNG, 6FKTS 4 .0/12 ERELTiON RND . SEF 'AWT 7F,^ tPPkIJSSLS tfUll I IN I.(JNFUknE►/:E YIIH "[AJHIIIY G(NIINfX tN1NXi." BY •IPM,. fbHHCIN6 WWO TADSSE5� CUIHERNP RECUHItEN]ATIUNS-HERE ';t(iff HL 40 NHkHHNIIES IA THIS DESIGN, EVRESS OR IretIED •TPI). SEE THIS DESIGN FOR OWL SPFLIRI HRACIWC {tIPINL CUNIECTUHS i3='i 11HlMXRCIUHEO FHfTtI 2D GtilX;t G1lYAN11EU SIEEI REUUIREIENTS. lA1LESS OTt£AYOIIN, TUP CHURD 9rNiLL �+m�icr►rtS ( fi7s TO 34IJINESS OIItERYIz.E StrrVN, tI1NG RfaJINETLNFS !t RSTR H4y6 5l;fxJE R. tfE IHTERRLLY BRACEU YlTt/ LY HTTAGtiED PLYWOOD �>•llIE'PI Y LFXMtEI TORS 10 IVIH Ff4AS AT EAI.H JDIN1 � LIJIAIE Rb SttNN. SHEH1111N:, BOTTOM C1UN0 WITD CETI ING IMS BRNCING dLHNIN6 WIU'tc, WE 4- NUINti LIME" DIHLRWISE SHUVN. DESIGN FI MRXIAA OF 10 FEET 0. NGT USE THIS UESIGN � � � COPYRIGHT 1979 4##0466 STTNWARU'i CONEOHH WITH AM 1CHOLE PROVISIONS OF' NUS 11 RIA •TPI /tl WIIH FIRE RETARDANT TIERIEO . RC I�OAFP1 - TRUSS P1RIE INSTITUTE, NOS - N IIONBL OFSICN SPECIFICATION FOR WWD C ION /nftEO fNG�r 18/10/79 DRAW# A425,216 FIURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-MI-COMN- 47/1.33-38+ 7+18- . ,• fKA A P SH 0- W I N P I 'V 1 Y 0F LOT- Ze HLOCK l*,,'A P 0 Y PAGE. VCR A/Z:)v MST CO. LOT 2 Lor - 41 = 00';E 75.0 ' /01 rlo ,:57-0 CLIPPER S91P LANE I A/<93 141 "ic I Add a Fireplace Anytime,Anywhere!A any other way we can to keep costs low. Martin Build-In-Anywhere Fireplacecan If you wish, we'll have a representative be included at any stage of development visit your site to help with installation of -during planning, construction, or re- first units � modeling! l , New Home-Include a Martin Fire- c-- r'—M� i �+-- place in the plans,or add one during the } framing or drywall stage. It never too late! Remodeling-Small floor space re- quirements make Martin Fireplaces ideal E for remodeling- � Vacation Homes-With easily trans- ported, quickly installed components, - Martin Fireplaces make perfect primary B or supplemental heat sources for vaca- _- ___ D 4 K— —►! tion homes. A_�_____ _ -- j Apartments&Condominiums---With its economy,ease of installation,small floor ""-'- space requirements, and adaptability to multi-level construction, the Martin Fire- ------c------.-� �. --F ---.� place is ideal for all apartment & condo I.D. minium applications. Model No. A B C D E F G N 1 K Flue Architects/Builders/Developers-We'll BW-2845 28" 21' 38" 34" 47" 25" 19t/2" UYS" 19t/2" 18" 8" Multi-Story work with you in selecting appropriate RW 3645A 36 ?2�'2" 4, 34/," 491/2" 25" 26" 201/;" 23V4" 18" 9" Installations BW-4245A 42" 24,2 51° 38/2' 54" 25" 26" 20-" 29y" 18" 9" methods,locations for installation,and in 23"Starter Section Supplied. W I ocatr firep1,ce I uc'lte and Install firestopsInstall roof flashing �J*' in d-Jred pu,itiun ut flue hr)b.s and snap I'),k housing,telescoping flue and level, in ceilinq and roof, flue sections. section,and rain cap, Via. ` 1 i r x t -_- Marfin makes f ¢ J&ing easier:.. mora u u uuuKe, == • Zero Clearance - . . may be installed • Build into or out from any wall, in any X without masonry foundation. corner, or, as illustrated, part of a • Install anywhere. . .may be supported room divider. i and surrounded with standard • Trim out to match any decor. - building materials. • 25 year factory warranty. • Compatible with all standard construction methods. LISTE� �� � j� �I �� �� �ilI �� • Easily assembled with factory-built �7 G �II ;�1h111 components. i BUILDING PRODUS DIV. _ IN CT I; INDUSTRIES HUNwILAT � 1 CFfENS Distributed by: �T i � �., `M PHOW: P 0. BOX� 2792 11 �►1-6-25% ISO DEPARTMENT OF 8U#LDtNQ CITY OF ATLANTIC BEACH ` l INFORMATION :=F _. --- -------- LOCATION�N I Na3�T I ON trmit.: Rumber 5895 ,_---___-- i Address : 501 CLIPPER SHIP LANE, Pe snit Type: PLUMBING ATLA ifiIC HNAGSI, FLORIDA 32231 Class of- Work: ADDITION , »....�:...,._.. LEGAL DESCRIPTION ----_. __..- COrlstr.: Type: FOOD FRAC Lot: 8�;�ack:, Section. f Proposed �Use: INGLE; FAMILY fiol+arrsshilii RNCi: 0 9, nwellingrs:' l Code: O Subdivision,- i Estimated Vanua: SOrOp Improv. cost: Total Almon s''' ,a $53 .50 Dat i 93 .t} L a INd a • TION = APFLIA'I'ICIN FEES _.. .� N. � � .` ,�. � � ds PERMIT 53:30 Add ER SHIP LANE T 11PACT FE S0 .00 �y t FLORIDA ?,�;3 °". ' S A .PEE $0. 0 4 ri a 4 s'u ` . a.' RA01R t AS -H>R,S. .80 ------ RAIttpN:"Ct�B �^ � SO .O0 Name: i& UM Na, . � � MAT: t TAP � SO OO Add , s0ly,-� . N... L t �.. �._, � ., , ..,.. . E R-,T P .. , . �,..S0:.00 3ACIC, LLE, FL 32224 HYIIRAUL C SHANE $0;00 L3 cense c� 92, Type., 0 CAPITAL 'INIPRaVE. � QO SEC 41 T$PACT" FEE $0 .00, l+lt TES' j NOTICE -`ALL CONCRETE"MS AND FOOTINGS MUST BE IN$PEGl`ED 8E'FORE POURING PERMIT VDFA SIX MONTHS AFTER PATE OF ISSUE { BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK,MUST NOT BE PLACE©IIV PUBLIC SPACE;AND MUST BE CLEARED UI AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER 1 Tt) Ct MP1 Y WITH THE M CHAN C$' L. N .L�AVV GAN RE LT N THS PRCRTY Ci116t P! ,Y111t `'t' '1E FQ SIJI #MR#iCltV' " 'i aim 1$SUEU ACCOPOING TO APPROVED PLANS WHICH ARE PART OF;` PBRMIT SUB,JEC aT CATION FOR VIOLATION OF'ARPLIC+ABLE PROVISIONS OFLAW. ATLANTIC BEACH SUILDIN Di PARTMEi+IT i 5 w,Y h,.,,. ._ _.Y, . ' CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION = PLUMBING CONTRACTOR - '.A, 27&/ )0 LICENSE NUMBERS ef-YL OWNER BUILDING CONTRACTOR TYPE OF BUILDING Lr2CL. LA =SINKS SHOWERS LAVATORY WATER HEATERS JBATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS f WASHING MACHINE FLOOR DRAINS +OTHER TOTAL FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMING CODE. 11/09/1999 10:41 9047830905 SOUTHERN PAGE 01 APR 08'99 10:31RM 'BLDG & ZONING !loot{ `34 eb V b4ee ntira of 07.nmmPnrPmrnt /,,,ems...• ... (PREPARE IN DUPLICATE) 1D Wnortl ii Yui y wJ34C1ta: Thp undersigned hereby infosme you that improvements will be made to,certain real property, and in accordance with section 713.13 of the t'ionda matutes, Lao .. •else/E.L�T following information is stated in�this WkWI;Vrj 1./V1V11Ylfi1V4r•J�auJl a. 1JlAl7'1pi.lu[i u4.lu vyss l•Y.. `f• _ AOX C z ML General description of improvements 5 Gtr 4'7 Owner Ad me L c' is r/ G.,!/w" Iss��ly• c: .r'•-. i G. / �- ••ice VwI7eL 0 Juiii iit iu.•w'"•r•A�<..,....na.o+Knni Fee Simple.Title holder,(if other than owner', Name Address 14 n G � n a �oncractar {LL l u v ;;; - - - • n" ICY /n��- `T"A o2 vC,�Lo f1..- [' S()It! Surety(if any) Sddr=�e Amount of bond 3 Name and address of any person making a loan for the construction of tae impiuYBAlsat:• Name Address -a- .r_ _" . .a�ti�„rl,.$r.�e�f Rlnrida ocher rhen himself,designated by owner upon whom w. notices or other documents may be served) - Addrass t.�aaj*,_r t"�hirn L owner desirnates the followins person to receive a copy of the Lienor's Notice as provided iii Seceion 713.06(3)1b),Florida Statutes.(Fill in at Owner's option). Name Addreesl %IYVd Tux%macsU59ONLY.L Heli nu si eaivtipv Pap,►oaaa 2 P&M squ-tvabb a-Wu ��. �£9 lid Coromisaion No.CC 845581 { 9Z1►6 r�iH f gwo AMMMEW-0 sot cy .I Notary-y-y-Publi— - s�n�nnn�1 7 H-T-5 �ntaT2uN 1 �' -mss; �O/+11.€ f-'l�D�,c�7.5, ,S Lo:•t.% �tt�n(,t"t %�i i� 11/09/1999 10:36 9047830905 SOUTHERN Ptd 01 APR Lae '93 10:31AM BLD; & ZONING r' Book 9426 Pg 632 3otice of Commencement rPM90AAE IN eupuCATrt T10 whom it may cOt3t:wl: Tho„r.rinYnrvr,ed herebv informs You that improvements will be made to certain real iwm)erty, and in accordance with section 713.13 of the Florida t3tatutes,'the following information is stated in this NOTICE Ur'UUNiiviENt ZIrie,iv% Description of prop arty n. w 4 Y": - /A A,%A .f'1/i./VI_ General description of improvements — S P1ll�l LZCA,IID +l'�'"i - - . Owner ''� v ' ``•' .. Add»f �'L•./!� �r L-slt7 / /�/�r L ��!' ` ' Fee Simple Title holder(if other than owner'' Address /� ... I rnnlraetor rJ�IJ�'/ W ERl4l C�VAAL f_/kD-bU(- 1LL iu��v I� n. 'inV �n� �A ke,/)AIt/i /e, ri- 32a3-6o Surety(if say) "ount of bond S j14W.GN. - Name and address of any person making a lose for the construction of the Improvetneau. Name Address ,,gala v,NEioJTi' itstu:.t..i$t?.:2 5P Fly.^:a a,other thn__n_hima.tf,de9ignated by own6f upon whom notices or other dootiments may be served: Name Address rho fellowine person to receive a copy of the Lisnor'a'Notice .iu our.......... as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Oweer's option). Name. Addressl '� iv ti,i V70O 00,04008M g pa1FJ U� ^YET kr�Blaras l rs�re _ S910ti366 Maa(1 Comm�'ssio No;CC 848581 moo s Bra 9.z4►6 t�B , awo MSSW woolI ( `l V Notary Fubae Y;pry iNprl / 11 jCXC/ftG7�.J� /Y' !r OM. �2UDLtCT�, !L�-7 VE)MH 16(V r r r� wvr- CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19031 Address: 501 CLIPPERSHIP LANE Permit Type: SCREEN ENCLOSURE ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 35 Proposed Use: SINGLE FAMILY Lot(s):12 Block: 1 Section: Square Feet: Subdivision: SEASPRAY Est. Value: Parcel Number: Improv. Cost: 5,000.00 :OWNER INFORMATION Date Issued: 10/26/1999 Name: ROCKWOOD, DAVID Total Fees: 52.50 Address: 6111 BEACH BLVD Amount Paid: 52.50 JACKSONVILLE, FL 32216 Date Paid: 10/26/1999Phone: (904)247-3742 -Work Desc - SLUMINUM SCREEN ROOM - CONTRACT ORiLS} APPUCATiON FEES . { SOUTHERN HOME PRODUCTS, INC. PERMIT 52.50 ons- NOTICE ns i NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION __ 1 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. i I $52.50 14 {\` • Date: 10/27/99 01 Receipt: 0006914 ATLANTIC BEACH BUI DING D 08160803221000 CITY OF AIJANTIC BEACH PERMIT CALCULATION SHEET Aaaress t CL O,c 2srf foo � i'fn7 til- t S aFrn► Por.�crt� 1ated S_care Footagerd : _ Garage/Shea ' _ r . - � a f TOTAL BT3I LD I NG FEE 1� Fi l i_ng Fee S / 7 Fireplaces :.I a : � BUIL^TSV,:, PERM17 _r'r:F S_ WATER IMPACT FEE $ SEWE.q :iAPACT FEF, S-- W:TT TER;TA :AP I In IMPROV EM,N' __..—.. SEWER T=_r S RADON ( HRS , . CCc v' SECTION H PAVING S t. E/RM1Ui,I(., SHARES CROSS CONNECTION S SURCHARGE . 0, OTHER GRAND TOTAL DUE 2 `� ADDITIONAL PERMITS OR FEES : Mechanical PIUmbina Electric/New Electric/Temp ; SwimminaPool Septic Tank Well ; Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACU PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOVING, DEMOLITIONS Owner(s): .dWCkU)0zd r 024/ " 011&4- Job Address: J j l�Phone: Lot MBlock or Unit# t ___ Subdivision- J , S Contractor:So h u'n �1IOr2e- roalt%e(:�S State license Address : /�� � -w --` Phone No: �b (Y -( '�`1 nn nn City :T�q X. .State Fl _Zip Code Descfibe work to be dose: Ll F Present use of building: Valuation of Propp Construction: S� .---- Proposed usc.Ami +� "sr L_"zAd / 1s this an addition? Y-e5 U yea, what are the dimension of the added space : _ /3 ft X 7i 3 ft. Will the added area be heated and cooled.? Ato New electrical(or increase)?---AJ6__ New plumbing Textures '__4tO New fireplace? AJO New Hen AC? SUBMIT THREE(COMMERCIAL) TWO(ItESIDFJVTIAL) COMPLETE SETS OF PLANS, INCL UI)ING SITE PLAN, SURVEY, ENMITY CODE FORMS, NOTICE OF COMMfJVCEMFNT, AND 0WIVE&CON7'RACTORS AFFIDAVIT, IF OWNERS IS CONTRACTORS: c ! Ct2_ Signature OWNER: Date: 2c — Signature CONTRACTO ate: AS TO OWNER: c^ Sworn to and subscribed before me this day of 7 �P RALP IAL Notary Public,State of Florida N A` sion No.CC 69 i NOTARY P LIC F Y UOMMiSSion Expires 5/812001 AS TO CONTRACTOR: Sworn to and subscribed before me this `7 dayof f , 19-1-7 __ _ NO. PUBLIC APR ©e '98 10:31AM BLDG & ZONING P.1 Book 9426 Pg 632 notice of Commencement (PREPARE IN DUPLICATE) To whom it may concern: The undersigned hereby informs you 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, Description of property G-} G C General description of improvements 1 • r1�- - f4049M Owner j�U �-QC „ War' 0) Address— / CL'��/"�X ��� ��i�L`�• IrC A�r¢�f�. Owner's interest in site of the improvement 2 X33 Fee Simple Title holder(if other than owner) ;Mame Address Contractor ,T.�eHEIZ I VP � L7S 1 -TNG /7 Address l_ • 0• BOX 0 T` 7-4, ACiKSCW V WEI i-- 32- Surety Surety(if any) Address Amount of bond 3 Name and address of any person making a loan for the construction of the improvements. Name Address Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served! Name Address In addition to himeelf, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 (2) (b1,Florida Statutes. (Fill in at Owner's option). Name -13 °AIM03 iH(1f1Q /?: 2-3o -� �- Z - G Li - p Addresslynn_n i Tn-i>IT j vv3�' N003 'M AHN3H +use nowne c�o[�r�'r'r1t81�K� I1RF nNl Y I n_ i 09/20/1999 17:05 9042473742 DAV ID:ROCKWOODPAINT PAGE 02 FOR ROWDKR THWINSTRUMENT PREPARED BY: Watson&Osborne,PA WATSON&OSBORNE,P.A. Hook 8730 pB 2193 2500 Monument Road,Suite 201 Jacksonrllk,Florida 32225 Bk t 8750 RECORD AND RETURN TO: f3 put 2193 — 2194 David ,3 Docii 97232878 $01 Cupper Ship Lane Filed d Recorded Atlanti8eacb,Morida 32233 �7 l l s 20s i2 A.M. HENRY W. COOK lthd PARCEL ID I:RFt►t7e703.eg2,t z DUVAL COUNTYT COURT BUYER57IN: REC. $ 10.50 rr DEED ♦ 619.50 �JO WARRANTY DEED THIS WARRANTY DEED made chisday of , 19'9 7 by Julie W. Eleazer Dammaae� t/k/a tulle Walters Eleazer, a married woman, eretnafter called Urentor, as whose actress is CMR 427 Box 1404, APO AE "M to David A. Rockwood, a single man and Carol A. IhTrude, a singletenets woman, as Joint tents with rigbt of survivorship, hereinafter called Grantee and whose address is $01 Clipper Ship Lane, Atlantic Beach, Florida 32233. (Wherever used herein the term "pantos" and "grantee" include all the parties to this instrument and the heirs, lepl reprmnutivas and suips of individuals, and the successors and aasipa of corporations.) WITNESSETH: THAT the Grantor, for and in consideration of the sum of Ten and N0/100 Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bangaws, sells, aliens, remises, releases s and confirms unto the Grantee, all that certain land situate, lying and being in Duval County, Flo , viz: Lot 12, Block 1, SEASPRAY,accord' to the lat thereof as recorded in Plat Book 35,pages 64 and 64A, of the current public records of Dnval County,Aortda. The real property described in this instrument is not the constitutional homestead nor the primary physical residence of the Grantor. �1\ cr rR rrrr ern►a...�,....,.,...e.,.�..,,....►►„n,........t,..,zi i owes e i99 14:40 PAM EINGEMANN REALTY 4 9047830905 N0.035 D02 le�wns�r 33:ae Baan • 3 3659 i ASSOC g�y�� r PAGE 82 i MAP SHOWING BOUNDARY AURVVY OF LOT 1.2, GUXK i. ACCORDING TO THE RUT bo � Y .AS. RECORDED IN PLAT MW .35 - , pA0E(4) 64 r 64A, bF THE CURRENT 'RU'8UC RECORDS OF, DUYILL COUNTY, l WRIDA.;; cr.Rs:titc.:D: , DAVID 4%. AOCRNOOD► CAROL A. ACTkGQB, BIRST'AWMICAII TIAZ INSURANCE CMANF, 90U'I'!imsT NOT"" cOmRATIOII ,Alm.YATSOO i 0880191. P.A. i LOT.2 LOT i. 3 75.01' 141! Ot ar q •� fin.ua►►�� ,+�pA�T`h $$ � FA p� {1113' •, ,wr * •�'`,� awe e� sTuCCO B I I {Y N sop I ease ru9.. ,d � �.,• �i PP QeQ��P�O�NG P.C., /_•. •.;.:�..,.,• gip! �Off`G& 1 a •� '',. •'� ��`�'' '+ t `PSN '�,� tad "t 461 CLSPPLA SR1T Lw� Fr;A.p�Z 77++►► j ( br { 1.K4A=AR wsn Z.walk lm Na.8L siwu NE�EQI amlN �x As eEST aE10mm"m v rys noon NOTL aAo.4ttl71�!. 11.11 SQ%3wol r wazVe .W. f fma d ww.NOT s`�,0��16��.C�fOW MILLI IqD dn sun ON u alotro►4 ANG�!K �fINbONVN 4� i30AIDl� 0 K"ECOID Uat�A�p MS fm fLglal m1t AO. W 00bum auw° "s a: I;TAlM vmw ira�II T►aW w►�40 Ift '.NW WIWWTME 04NAW AM r4 100a MW WA of A 1 NERiBv �:T1iY THIS SURVEY WAS SANE w4out MY gRfCT SUF�V19l98 AND kAEE15 TWf iomfuum recHmatt: O at:T aM PPB C .. pow►s cua•E AFAR PDR IANP SURV NC vuRStMNT D C'NA(t T�I�. saw•as :r.r, 00;OF tugp¢Y O1Gt7- NA hN31RA CCpf;' �• � ���++� aa:c.• rO1N1'aa� N rc c. Torr acEft anBN cu►,at oau, NYC R r••+� aawl.uac ' ON..B aR ww FLOACK Ct7l7 mAft NO.3771 l`'ll. ttelc Id,Ct iNr sm or oar MOa Met .�dt►.� �IiOGC AJ;;1aICBg11.iJiE two No, RUM Am, R AN t&dM I . • SCREEN, VINYL & GLASS ROOMS SECTION 3 SELECT EDGE BEAM TABLE 3.1.1 ROOF AND/OR TABLE 3.1.2 - i MINIMUM 3-1/2" 'LW' SLAB ON GRADE OR FOR MAX. _ RAISED FOOTING UPRIGHT (SEE DETAILS FOR LENGTH FOOTINGS) VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING ` (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x2" PLATE TO BOTTOM OF WALL BEAM) APP R0VE.D ALTERNATE CONNECTION AT CITY OF ATLANTIC BEACH FASCIA ALLOWED (SEE LOAD WIDTH BUIL-DING OFF)C8 SECTION 7 FOR DETAILS) FOR ROOF BEAM OCT 2 61999 LW P/2 tO.H. SOLID ROOF I EXISTING SIZE BEAM AND UPRIGHTS STRUCTURE (SEE TABLES) VARIES P = PROJECTION FROM BLDG. LW= LOAD WIDTH P VARIES F: TYPICA SCREEN / S OOM �yY A d99 G,lt, lni::<<• and � NOTES: ANCHOR 1"x 2" OPEN BACK EXTRUSION WITH 1/4"x2-1/4" CONCRETE FASTENER MAXIMUM OF 2'-0"ON CENTER AND WITHIN 6" OF UPRIGHT ANCHOR 1" x 2"TO WALL WITH 2-1/2"#10 SHEET METAL SCREWS WITH WASHERS 2'-0" ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLIPS AND#10 SCREWS AND WASHERS. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. Lawrence E. Bennett, P.E. CIVIL ENGINEER.DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E 77 SECTION 3 SCREEN, VINYL & GLASS ROOMS SPANS PER TABLES SOLID ROOF STRUCTURAL OR PAN A' 'H' ` VARIES VARIES `- UPRIGHT HEIGHTS TYPICAL FLAT ROOF ENCLOSURE SCALE: 1/8"= 1'-0" USE BEAM TO WALL DETAIL ,H, VARIES ARIES TYPICAL GABLE ROOF ENCLOSURE SCALE: 1/8"= V-0- Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O.BOX 4366,SOUTH DAYTONA,FL 3212.1 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE p © COPYRIGHT 1999 7V NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT,RE SCREEN, VINYL & GLASS ROOMS SECTION 3 SOLID ROOF WINDOW FRAMING CAN ATTACH DIRECTLY TO HEADER GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS CONVENTIONAL FRAMING OR ALUMINUM FRAME SYSTEM AS MINIMUM SHEET ONE SIDE FOR SCREEN ROOM AND BOTH SIDES FOR GLASS ROOM. USE STANDARD NAIL OR SCREEN PATTERNS FOR ANCHORING. ALUMINUM SHEETING OR VINYL GLASS ROOM WALL SECTION SCALE: 1" = 1'-0" SOLID COVER MINIMUM 2"x 2"x 0.032" �� EDGE BEAM (TYPICAL) MAXIMUM WIDTH ,EDGE BEAM SPAN w SHEETING MINIMUM ONE SIDE ROUGH OPENINGQ WITH NO HEADE 2"x 2" SLAB 3-1/2" MINIMUM 11 VARIES (SEE DETAIL) TYPICAL ELEVATION GLASS ROOM WALL SCALE: 1/4" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E 79 SCREEN, VINYL & GLASS ROOMS SECTION 3 BEAM/ HEADER ALTERNATE CONNECTION (2)#10 x 1" S. M. S. INTO DETAIL 2" x 2" x 0.063" ANGLE SCREW SLOTS CONNECT UPRIGHT @ BEAM / HEADER AND CHAIR RAIL ANCHOR 1"x 2" PLATE TO CONCRETE W/ 1/4"x 2-1/2" ANGLE CLIPS MAY BE CONCRETE ANCHORS WITHIN SUBSTITUTED FOR INTERNAL 6" OF EACH SIDE OF EACH SCREW SYSTEMS POST AND 24" O.C. MAX. 1"x 2" EXTRUSION MIN. 3-1/2" SLAB 2500 PSI 1-1/8" MIN. IN CONCRETE CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL SCALE: 1/4" = 1" 2" x 2" OR 2"x 3" OR 2" SMB POST (4)#10 x 1/2" S.M.S. EACH SIDE OF POST O 0 HEADER BEAM 0 0 H-BAR OR GUSSET PLATE ANCHOR 1" x 2" PLATE TO CONCRETE 2"x 2"x 1/16"ANGLE EACH SIDE WITH 1/4"x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE ATTACH TO POST AND CONCRETE OF EACH POST AT 24" O.C. MAX. AT LOAD BEARING WALL WITH OR THROUGH ANGLE AT 24" O.C. MAX. (2)#10 x 1/2" S.M.S. EACH SIDE 1" x 2" EXTRUSION MIN. 3-1/2" SLAB 2500 PSI CONC. - w.A a a 1-1/8" MIN. IN CONCRETE 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 p NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E H 1 m SECTION 3 SCREEN, VINYL & GLASS ROOMS EDGE BEAM SIDE WALL HEADER ATTACHED TO 1" x 2" OPEN BACK W/ MIN. (2)#10 x 1-1/2" 1"x 2"OPEN BACK ATTACHED S.M.S. TO FRONT POST W/#10 x 2" S.M.S. MAX. 6" FROM EACH PURLIN AND 24"O.C. SIDE WALL PURLINS FRONT WALL PURLIN °U ATTACHED TO 1" x 2" OPEN BACK W/ MIN. (2)#10 x 1-1/2" S.M.S. IN SCREW BOSSES I FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ 1/4"x 2-1/4" MASONRY QUICK SET @ 6" FROM EACH POST AND 24" 0. C. MAX. AND WALLS MIN. 1" FROM EDGE OF CONCRETE e a. s c e e TYPICAL CORNER DETAIL SCALE: 1/4"= 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTON&FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 82 NOT TO BE REPRODUCED IN WHOLE 0R IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E Y SECTION 3 SCREEN, VINYL & GLASS ROOMS RIDGE CAP #8 x 1/2" (3) PER PANEL #8 x 1/2" @ 24" 0. C. 3„ROOF P ANEW uj ' d 0 x w N m 17 X1 x c� BEAM SUPPORT STUDS x x (TYPICAL) r RECEIVING CHANNEL (6)#8 x 1/2" S. M. S. TO STUD AND (8) #8 x 1/2" S. M. S. TO BEAM ' 3„ ?'OO — P ANEW w 10 d N O O 60" MAX 0 0 2"x 6" S. M. B. HEADER x o o ALTERNATIVE BEAM SUPPORT N O O GLASS ROOM FRAMING DETAIL 2 SCALE: 1/4" = 1" THE STRUCTURAL ADDITIONS AS SHOWN IN THIS ENGINEERING PACKAGE ARE DESIGNED TO BE MARRIED TO A MANUFACTURED HOME STRUCTURE. THE PIER SUPPORT SYSTEM FOR THE MANUFACTURED HOME UNIT AS REFERENCED BY THE DMV RULE 15C-2.0072 AND THE NATIONAL MANUFACTURED HOUSING CONSTRUCTION AND SAFETY STANDARDS ACT 3280.306 IS ADEQUATE TO SUPPORT THE ADDITIONAL STRUCTURAL LOAD TRANSMITTED TO THE MANUFACTURED HOME STRUCTURE BY THE STRUCTURE ADDITION. THE PAN SPANS SHOWN ARE CALCULATED ON THE WORST CASE LOAD OF WIND UPLIFT OR 20#/SQ. FT. LIVE LOAD Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(944)767.4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 84 NOT TO BE REPRODUCED IN WHOLE 0R IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT P E SCREEN, VINYL & GLASS ROOMS SECTION 3 F [SOLID] ROOF PANELS 6" MAXIMUM (COMPOSITE OR TROUGH EDGE BEAM (2 x 3 HOLLOW TYPE) FASTEN PANELS TO IU SHOWN) SIZE PER TABLE 3.1 EDGE BEAM PER DETAILS IN _j LU w - SECTION 7 AND/OR 3 ? = UJ w a SCREEN � F- w (MAY FACE IN OR OUT) LU M UJ Z x _ w _ POST SELECT PER TABLE 3.2 O USE 2 x 3 MINIMUM HOST STRUCTURE ROOFING FASCIA AND SUB-FASCIA 1/4" x 2" LAG SCREWS @ 24" 0. C. (MAX.) EACH STRAP 2" STRAP - LOCATE AND FASTEN DETAILS 1/4"0 BOLT @ 24" O.C. MAX. WITHIN 6" OF EACH POST FASTEN 2 x 2 POST W/(2) EACH#10 S.M.S. INTO SCREW SPLINES USE ANGLE EACH SIDE FOR 2 x 2 TO POST CONNECTION 5" SUPER GUTTER 36" MAX. WITH HOLLOW POST DISTANCE FROM 2"x 2"x 0.062"ANGLE EACH FASCIA TO HOST -/IF KNEE ACE LENGTH L STRUCTURE SIDE (3)EACH#8 S.M.S. EACH EXCEEDS TABLE 1..7 USE WITHOUT SITE -k LEG INTO POST AND INTO CANTILEVERED BEAM SPECIFIC GUTTER (MIN.) CONNECTION DETAILS ENGINEERING SUPER GUTTER / RISER (OR TRANSOM) WALL @ FASCIA (WITH SOLID ROOF) SCALE: 1/4"= 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767-6556 SEAL @ COPYRIGHT 1999 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E 85 SECTION 3 SCREEN, VINYL & GLASS ROOMS 5/16"0 GALVANIZED 'ALL ALUMINUM FRAME SCREEN THREAD' OR'THREAD ALL' WALL EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE ROWLOCK W/APPROVED CONCRETE ANCHOR @ 24" O.C. MAX. AND BRICK KNEEWALL TYPE S WITHIN 6" OF EACH UPRIGHT MORTAR REQUIRED FOR OR APPROVED ALTERNATE LOAD BEARING BRICK WALL 1/4"x 6" RAWL TAPPER THROUGH 1"x 2"AND ALTERNATE CONNECTION OF ROWLOCK INTO FIRST SCREENED ENCLOSURE FOR COURSE OF BRICKS BRICK OR OTHER NON- -- -. STRUCTURAL KNEE WALL 1" 4"(NOMINAL) PATIO WIDE x 0.063" STRAP @EACH CONCRETE SLAB W/6 x 6- POST FROM POST TO 10 x 10 WELDED WIRE MESH FOOTING W/(2)#10 x 3/4" OR FIBER MESH CONCRETE S. M. S. STRAP TO POST AND (1) 1/4" x 1-3/4"TAPCON TO (1)#5 0 BARS W/3" COVER SLAB OR FOOTING (TYPICAL) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS SCALE: 1/2"= V-0" 2'-0" MIN. (1)#5 BAR CONT. BEFORE SLOPE N (1)#5 BAR CONT.` 4 CV) - - A. ZV _ 00 . a V-01. TYPE I TYPE II TYPE ffl FLAT SLOPE/ NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2"/ 12"- l'-10" > V-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE COMBINED BEAM LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0"THEN A TYPE II FOOTING IS REQUIRED. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS SCALE: 1/2" = V-0- Lawrence E. Bennett, P.E. CIVIL ENGINEER•DEVELOPMENT CONSULTANT P O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767.4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 88 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,RE SCREEN, VINYL & GLASS ROOMS SECTION 3 Allowable Beam Spans •Hollow Extrusions for Screen and/or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH 1 110 MPH 120 MPH 125 MPH 140 MPH Applied Load 17#/Sq.Ft. 20#/Sq.Ft. 23#/Sq.Ft. 26#!Sq.Ft. 32#/Sq.Ft Load Width 2"x 2"x 0.032" 5' 6'-3" 5'-9" 5'-4" 5'-0" 4'-6" 6' 5'-8" 5'-3" 4'-11" 4'-7" 4'-2° 7' 5'-3" 4'-10" 4'-6" 4'-3" 3'-10" 8' 4'-11" 4'-6" 4'-3" 3'-11" T-7" 9' 4'-8" 4'-3" 3'-11" 3'-9" 3'5" 10' 4'-5" 4'-1" 3'9" 3'.7" 3'3" 11' 4'-2" 3'-10" 3'-7" T-5" 3'-1" 12' 4'-0" 3'-8" T-5" T-3" 2'-11" Load Width 2"x 2"x 0.036" 5' 6'-9" 64" 5'-10" 5'-6" 4'-11" 6' 6-2" 5'-8" 5'7" 5'-0" 4'-6" 7 5'-9" 5'-3" 4'-11" 4'-8" 4'-2" 8' 5'-4" 4'-11" 4'-7" 4'-4" 3'-11" 9' 5' 1" 4'-8" 4'-4" 4' 1" T-8" 10' 4'-9" 4'-5" 4'-1" 3'-10" 3'-6" 11' 4'-7' 4'-3" 3'-11" 3'-8" 3'-4" 12, 4'-4" 4'-0" T-9" T-6" T-2" Load Width 2"x 2"x 0.044" 5' T-5" 6-10" 6'4" 6' 6-9" 6-3" 5'-10" 5'-6" 4'-11" 7' 5'-3" 5-911 5'-4" 5' 1" 4'.7" 8' 5'_10" 5'-5" 6-01' 4'-9" 4'-3" 9' S' 1" 4'-9" 4'-5" 4'_0" 10' 5'-3" 4'-10" 4'-6" 4'-3" 3'-10" 11' 4'-11" 4'-7" 4'-3" 4'-0" T-8" 12' 4'-9" 4'-5" 4'-1" 3'-10" Load'Width 2"x 2"x 0.055" 5' 8'-1" 7'-5" 6'-11" 6'-6" 5'-11" 6' T-5" 6-10" 6'-4" 5'-11" 5'-5" 7' 6'-10" 6'-4" 5'-10" 5'-6" 4'-1 t" 8' 6'-5" 5'-11" 5'-6" 5'-2" 4'-B'. 9' 6'-0" 5-7" 5'-2" 4'-10" 4'-5" 10' 5-9" 5'-3" 4'-11" 4'7" 4'-2" 11' 5'-5" 5'-0" 4'-8" 4'-5" 3'-11" 12' 5'-3" 4'-10" 4'-6" 4'-3" 3'-10" Example: For 2"x 2"x 0.044"Extrusion beam span is distance between uprights,to enter table roof panel projection of 14'-0"find load width; L.W = 1472+2'O.H.=9'Enter table on left under load width. Load Width=9'-0". Read span under appropriate load, Live Load @ 17#I Sq.Ft./102 M.P.H Load Beam Span Note: Glass Rooms The addition of aluminum frame windows with glass panes that are designed to 110 M.P H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL © COPYRIGHT 1999 PAGE p NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E 89 SECTION 3 SCREEN, VINYL & GLASS ROOMS Allowable Beam Spans -Hollow Extrusions for Screen and/or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 102 MPH ±=111 MPH 120 MPH 1 125 MPH 140 MPH Applied Load 17#/Sq.Ft. 20#/Sq.Ft. 23#/Sq.Ft. 26#/Sq.Ft. 32#ISq.Ft. Load Width 3"x 2"x 0.050" 5' 9'-5" 8'-8" 8'-1" JT- " 6'-10" 6' 8'-7" T-11" T-4" 1" 6'3" 7'-11" 6'-10" " 5'-9" 8' 7'•5" 6'-10" 6'-5" " 5'-5" T-0" 6'-0"10' 6'8" 6'-1" 5'-9" " 4'-10" 11' 6'-4" 5'-10" 5' 5" 51" 4'-7" 12' 6'-1" 5'•7" 5'-3" 4'-11" 4'5" Load Width 3"x 2"x 0.070" 5' 10..1.1 9'-4" 81-81, 8'-2" T-4" 6' 9'-3" 8'-6" T-11" T-6" 6'-9" 7' 8'-7" T-11" 7'-4" 61-111, 6'-3" 8' T-11" T-4" 6'-11" 6'-6" 5'-10" 9' T-6" 6'-11" 6'-6" 6' 1" 5'-6" 10' 7'-2" 6-7" 6'-2" 5-9" 5'-3" 11' 6-10" 6'-3" 5'-10" 5'-6" 1 4'-11" 12' 6'-6" 6-0" 5'-7" 5'-Y 4'-9 Load Width 2"x 3"x 0.050" 5' 11' 1" 10'-3" 9'-7" 8'-11" 8'-1" 6' 10'-2" 9'4" 8'-9" 8'-2" T-5' 7' 9'-5" 8'-8" 8'-1" T-7" 110" 8' 81-9" 8'-1" T-7 T-1" I 9' 8'-3" T-8" 7' 1" 1 6'-0" 10' T-10" T-3" 1 6'-4" 5'-9" 11' T-6" 6-11" 6'-5" 6' 1" 5'6" 12' 7'-2" 6'-7" 6'-2" 51•10" Load Width 2"x 4"x 0.050" 5' 13'-9" 12'-8" 11' 10" 11' 1" 10'-0" 6' 12'-7" 11'-7" 10'-9" 10'-2" 9'-2" 7' 11,_7' 101_8" 91-11" 9'-5" 8'-6" 8' 10'-1011 10'-0" 9'-4" 8'-9" T-11" 9' 10'-3" 9'-5" 8'-10" 8'41 T-6" 10' 91-91, 8'-11" 8'-4" T-10" 7' 1" 11' 9'-3" 8'-6" T-11" T-6" 6'-9" 12' 8'_10" 8'-2" 7'-8" 7'-2" 6'-6" Note: Glass Rooms. The addition of aluminum frame windows with glass panes that are designed to 110 M.P H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O.BOX 4368.SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 1999 90 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E SECTION 3 SCREEN, VINYL & GLASS ROOMS Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2"x 2"x 0.032"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#/Sq.Ft. 23#/Sq.Ft. 26#/S .Ft. 29#/Sq.Ft. 36#/Sq.Ft. 36" 9'-5" 8'-7" 8'-1" T-8" 6'-10" 42" 814" T-1 T, T-5" T-1" 6'-4" 48" 8'-2" T-5" 6'-11" 6'-7" 5'-11" 54" 7'-8" 6'-11„ 6'-7" 6'-3" 5-7" 60" 7'-4" 6-8" 6'-3" 5'-11" 5'-4" 66" 6'-11" 6'-4" 5'-11" 5'-8" 5'-1" 72" 6-8" 6'-1" 5'-8" 5'-5" 4'-10" 78" 6'-5" 5'-10" 5'6" 5'-2" 4'- 84" 6'-2" 5'-7" 5'-3" 4'-11" 4'-6" 90" 5'-11" 5'-5" 5'-1" 4'-10" 4'-4" 2"x 2"x 0.036"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#/S .Ft. 23#/S .Ft. 26#/Sq.Ft. 29#/Sq.Ft. 36#/Sq.Ft. 36" 1101-31, 9'-4" 8'-9" 8'-3" T-5" 42" 9'-6" 8'-7" 8'-1" T-8" 6'-11" 48" 8'-10„ 8'-1" 7'T' 7'-2" 6'-5" 54" 8'-4" T-7 T-2" 6'-9" 6'-1" 60" 7'-3" 6'-9" ('-5" 5'-9" 66" T-7" 6'-11" 6-6" 6' 1" 5-6" 72" T-3" 6'-7" 6-2" 5'-10" 5'-3" 78" 6-11" 6'-4" 5'-11" 5'-81, 5-1 84" 6'-8" 6'-1" 5'-9" 5-5" 4'-11" 90" 6-6" 5'-11" 5'-6" 5'-3" 4'-9" 2"x 2"x 0.044"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 130 M.P.H. Width Applied Load 19#/Sq.Ft. 23#/Sq.Ft. 26#/S .Ft. 29#/Sq.Ft. 36#/Sq.Ft. 36" 11'-2" 10'-2" 9'-7" 9'-1" 8'-2" 42" 10'-4" 9'-5" 8'-10" 8'-5" T-6" 48" 9'-8" 8'-10" 8'-3" T-10" T-1" 54" 9'-2" 8'-4" T-10" T-5" 6'-8" 60" 8'-8" T-10" T-5" T-0" 64" 66" 8'-3" T-6" T-1" 6'-8" 6-0" 72" T-11" T-2" 61-91, 6'-5" 5'-9" 78" T-7" 6'-11" 6'-6" 6'-2" 5'-6" 84" 7'-4" 6'-8" 6'4" 5'-11" 5'-4" 90" 7-1" 6'-5" 6--l" 5'-9" 5'-2" Nobs: Glass Rooms The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Screen Splines on 3"side. extrusion turned with 3"side parallel to sole plate. Example: Screen panel width"W'=60 Maximum"H"for a 2"x 2"x 0 036"Hollow Extrusion= Using screen panel width"W'(See typical glass room drawing.),select upright height"H" required from the maximum height allowed for each extrusion. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O.BOX 4368,SOUTH DAYTONA.FL 32121 TELEPHONE(904)767.4774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 1999 92 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E SCREEN, VINYL & GLASS ROOMS SECTION 3 Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2"x 2"x 0.055"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#/Sq.Ft. 23#/Sq.Ft. 26#/Sq.Ft. 29#/Sq. Ft. 36#/Sq.Ft. 36" 12'-3" 11' 1" 10'-5" 9'-11" 8'•11" 42" 11'4" 10'-3" 9'-8" 9'-2" 8'-3" 48" 10.7" 9' 7., 9'-l" 8'-7" 7'-8" 54" 9'•11" 9'•1" 8'-6" 8'-1" 7'-3" 60" 9'-6" 8'-7" 81•1„ 7'-8^ 6'-11" 66" 9'-0" 8'-2" 7'-9" 7'-4^ 6'-7" 72" 8'-8" 1 7'-10" 7'-5" 5'-11" 6'-Y 78" 8'-4" 7'-7" 7'-1" 6'-9" 6'-0" 84" 1 7'-11" T-3" 6'-10" 6'-6" 5'-10" 90" 7'-9" 1 7'-0" 1 6'7" 6' 3" 5'7" 2"x 3"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#/Sq.Ft. 23#/Sq.Ft. 26#/Sq.Ft. 29#/Sq.Ft. 36#ISq.Ft. 36" 16'-10" 15'-3" 14'-4" 13'-7" 12'-3" 42" 15'-7" 14'-2" 13'-4" 12'-7" 11'-4" 48" 14' 7" 13'-3" 12'-5" 111-9" 10'.7" 54' 13'-9" 12'-6" 111-9" 111-1" 9'•11" 60" 13'-0" 11'-10" 11'-2" 10'-6" 9'-6" 66" 12'-S" 11'-3" 10'-7" 10'-1" 9'-0" 72" 111-11" 10' 10" 10'-2" g'-7" 8'-8" 78" 11' 5' 10'-5" 9'-9- 9%3" 8'-4" 84" 11'-0' 10'-0" 9'-5" 8'-11" 8'-0" 90" 10..8'. 9'-8" 9'.1" 8' 7" 7'9" 2"x 4"x 0.050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#/Sq, Ft. 23#IS .Ft. 26#/Sq.Ft. 29#/Sq.Ft. 36#/Sq.FL 35" 20'-9" 18'-11" 17'-9" 16' 10" 15'-l" 42" 19'-3" 17'r3" 16'-5" 15' 7" 13' 11 48.. 17'-11" 16 4' 15'-5" 14' 7" 11-1" 54" 1("'-11, 15'-5" 14'-1 13 0" 12'-4" 60" 16' 1" 14'-8" 13'-9" 13'-0' 111-81, 66" 15'-4" 13' 11" 131-11, 12'5" 11'-2" 72" 14'-8" 13'-4" 12'-7" 111-11" 19-8" 78" 14' 1" 1Z-10" 12' 1" 11'-5" 1U-3- 84" '3"84" 13' 7" 12'-4" 11'-8" 11'4" 9'-11" 90" 13'-2" 11' 11" 11'-3" 10'-8" 9 7" Notes: Glass Rooms The addition of aluminum frame windows with glass panes that are designed to 110 M P H wind load requirements to the above upright sizes increases the strength so that additional framing is not required Using screen panel width"W'(See typical glass room drawing),select upright required from the maximum height allowed for each extrusion Screen Splines on 3"side extrusion turned with 3"side parallel to sole plate Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA.FL 32121 TELEPHONE(904)767.4774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E 93 SECTION 3 SCREEN, VINYL & GLASS ROOMS Allowable Upright Heights Screen,Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 3"x 2"x 0 050"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 140 M.P.H. Width Applied Load 19#/Sq,Ft. 23#/Sq.Ft. 26#ISq.Ft. 29#/Sq.Ft. 36#/Sq,Ft. 36" 14'-2" 12' 11" 12'-2" 11'6" 10.-4- 42" 0'4-42" 13'-2" 11._11" 11'_3" 10'-B" 9'-7' 48" 12'-4" 11'-2" 10'-6" 9'-11" 8'-11" V-11" 9'-5" 8'-5" 91•5" 8'•11" 8'-0" 10'-6" 8'-11" 8'-6" 7'8" 72" 101-11, 9'-2" 8'-T' 8'-2" T.4" 78" 9'-8" 8'-9" 8'-3" T-10" T-0" 84" 9'-4" 8'-5" T-11" T-6" 90" 8'-11" 8'-2" T-8" T-3" 6'-6" 3"x 2"x 0.070"Hollow Extrusion Wind Zone Load 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 130 M.P.H Width Applied Load 19#/Sq.Ft. 23#/Sq.Ft. 26#/Sq.Ft. 29#/S .Ft. 36#/Sq Ft. 36" 15'_4° 13' 11" 131.1.. 12'-5" 11'-7. 42" 14'-2" 12'-10" 12' 1" 11'-6" 10141 48" 13'-3" 12'-l" 11'4" 101-91, 9'-8" 54" 12'-6" 11'-4" 10'-8" 10'-1" 91.11. 60" 111-101, 10'9.. 10'-2" -6'7" 8'-7" 66" 11'4" 10'-3" 9'-8" 9'2" 8'-3" 72" 10'-10" 9'-10" 9'-3" 8'-9" 7'•10" 78" 10'-5" 9'-5" 8'-11" 81-51, 7'-7" 84" 101_01, 9'-l"' 8'-7" 8' 1,. 7'3" 90" 9'-8" 8'•10" 8'•3" 7'•10" 7'-0" Notes: Glass RoomsThe addition of aluminum frame windows with glass panes that are designed to 110 M P H.wind load requirements to the above upright saes Increases the strength so that additional framing is not required. Using screen panel width"W'(See typical glass room drawing),select upright required from the maximum height allowed for each extrusion. Screen Splines on 3"side. extrusion turned with 3"side parallel to sole plate. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT, P.O.BOX 4368,SOUTH DAYTONA,FL 3212,1 TELEPHONE(904)767.4774 FAX(904)767.6556 SEAL PAGE © COPYRIGHT 1999 94 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E SECTION 4 STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS (2)#5 BAR CONT. 2--0"(MIN.) BEFORE-SLOP (1)#5 BAR CONT. � r _I I I -1 11=1 I G • _�I I- evI I • • I _ .I'' 778" 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. NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE BUILDING EXCEEDS 200 SQ. FT. 2. 'BUILDINGS OF 200 TO 400 SQ. FT. SHALL HAVE A TYPE II FOOTING. 3. BUILDINGS OVER 400 SQ. FT SHALL HAVE TYPE III FOOTING. 4. FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE III FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB-FOOTING DETAILS SCALE: 1/2" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)7674774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 104 NOT TO BE REPRODUCED IN WHOLE OR INRART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E SECTION 7 SOLID ROOF PANEL PRODUCTS �! Allowable Spans for Riser Panels for Various Loads Aluminum Building Systems,Inc. Manufacturers Proprietary Products. Aluminum Alloy 3105 H-28 1-114"x 12"x 0.019"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" X-0" 4-0" Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" 102 M.P.H. 17 7'-5" 7'-9" 8'-5" 9'-7" 10'111" 102 M.P.H. 29 5-8, 66.1" 6.11- 8'3' 9.1c 110 M.P.H. 20 6'•10" T-2" T.11" 9'-1" 10'-7" 110 M.P.H. 35 5'-2" 5'7" 6 120 M.P.H. 23 6'-5" 6'-9" 7'-7" 8'-9" 10'-3" 120 M.P.H. 41 4'10" 5'-2' 6.-,- 125 3"125 M.P.H. 26 6'-0" 6'-4" T-3" 8'-6" 10'-0" 125 M.P.H. 45 4.7' 4'-11" 6'1" 140 M.P.H. 32 5'-5" 5-9" 6'-9" 8'-1" 9'-8" 140 M.P.H. 56 4'1" 4'.7" 5'-9" 3"x 12"x 0.019"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'.0" 4.0" Region Load NONE 1'-0" 2'-0" X-0" 4'-0" 102 M.P.M. 17 12'-11" 13.2"- 13'7" 14'4" 15-3p 102 M.P.H. 29 9'-11" 10 2" 10 9" 11-"' 12 9" 110 M.P.H. 20 11'-11" 12'-2" 12'-8" 13'-5" 14'-5" 110 M.P.H. 35 9'.1', 9'-3" 9'-11" 10 1C' 12 1- 120 M.P.H. 23 11'-2" 114' 11'-10" 12.-8" 13'-9" 120 M.P.H. 41 8'4" 8'7'. 9'3.' 10'4.. 11' 125 M.P.H. 26 10'-6" 10'-8" 11'-3" 12'-1" 13'-2" 1 125 M.P.H. 45 7'.11" 8'-3" 8'-11" 9 t1" 11-4 140 M.P.H. 32 9.-6" 9'-8" 10'-3" 11'-3" 12'-5" 140 M.P.H. 56 7.-2" T-5" 8'-2" 9.4" 10 9'. 3"x 12"x 0.026"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE V-0" 2'.0" 1 3'.0" 4'-0" Region Load NONE 1'.0" 2'-0" 3'-0" 4'-0" 102 M.P.H. 17 161-6" ' ' 161-11" 17'-7" 18'-4" 102 M.P.H. 29 12'7" 17-9" 13'3" 13'11" 14'11- 110 M.P.H. 20 15'-2" 15'-4" 15'-9" 16'4" 17'-2" 110 M.P.H. 35 111-61, 111.8" 12'2" 12'11" 14-0 120 M.P.H. 23 14'-2' -4" 14'-9" 15'-5' 16'-3" 120 M.P.H. 41 10'-7" 10'-10" 11'-4^ 125 M.P.H. 26 13'-4" 13'-6" 13'-11" 14'-7" 15'•7- 125 M.P.H. 45 10'-2*' 10'4" 10't 140 M.P.H. 32 12'-0" 12'-2" 12'-8" 13'•5" 14'-5' 140 WP,H. 56 9'1" 9'•4" 9'-11" 10'11" 12'1^ 3"x 12" x 0.032"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE V-0" 2'-0" 3'-0" 4'.0" Region Load NONE 1'-0" 2'-0" 3'-0" 4'.0" 102 M.P.H. 17 18'3" 18'-4" 18'-8" 19'3" 19.11- 102 M.P.H. 29 13'-11" 14'-1" 14'-6" 15 2" 16.1" 110 M.P.H. 20 16'-10' 16'-11" 17'-4" 17.10" 18;-8- 110 M.P.H. 35 12'-g" 12'11" 13'4" 14'1" 15'C' 120 M.P.H. 23 15'-8- 15'-10" 16'-2" 16'-10" 17'-7" 120 M.P.H. 41 11'-9" 11'.11" 12'-5" 13.2' 14'3" 125 M.P.H. 26 14'-9" 14'-11" 15'-3" 15'•11" 16'-9" 125M.P.H. 45 1t'-3" 11'-5" 11'-t t" 12'.9' 13'.9" 140 M.P.H. 32 13'-4" 13'-5' 13'-11' 14'-7' 15'-6" 140 M.P.H. 56 10'•1" 103` 10'10" 11.9" 12'-1C" Note: Total roof panel width=room width plus wall width plus overhang. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P O BOX 4368,SOUTH DAYTONA,FL 32121 ALUMINUM BUILDING SYSTEMS TELEPHONE(904)7674774 1107 North Thomas Road,Leesburg,FL 34748 FAX(904)767-6556 Telephone(352)787.7766 FAX(352)787-4517 SEAL Flonda 1.800.342.9077 National 1-800-874-0002 PAGE © COPYRIGHT 1999 184 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 ..................... w Q > 48" A.B.S. PRO-FAB 48" x 0.024" ROOF PANELS SCALE: 1/4"= 1" Allowable Spans for EZ-LOK Composite Roof Panels for Various Loads Aluminum Building Systems Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S.1#Density 3"x 48"x 0.024"Roof Panel with R Value of 11.58 0 an Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'4" 2'1" 3'4" Region Load NONE 1'-0" 2'-0" X-0" 102 M.P.H. 17 16'-11' 17'-4- 17"-11' 102 M.P.H. 29 12'-11' 13'-1' 13'-6' 14'-3' 110 M.P.H. 20 15'-7" 15'-8'- 16'7 18'-8' 110 M.P.H. 35 11'-9' IV-111 12'-5" 13'-2" 120 M.P.M. 23 14'$" 14'-8" 15'-1' 15'-8' 120 M.P.H. 41 10'-10" 11'-1' 11'-7' 12'-5' 125 M.P.H. 26 13'-8" IT.10' 14'-3' 14'-11' 125 M.P.H. 45 10'-5' 10'-7" 11'-1' 11'-11" 140 M.P.H. 1 32 12'-4' 12'-6' 12'-11' 13'-8- 140 M.P.H. 56 - 9'-4' 91-6" 10'-2" 171- 4"x 48"x 0.024"Roof Panel with R Value of 15.44 0 an Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE i'-0" T-0" T-0" Region Load NONE V-0" T-0" 3'-0" 102 M.P.H. 17 18'-2' 18'-4" 18'-8" 19'-2" 102 M.P.H. 29 13'-11" 14'-1" 14'-6" 15'-2" 110 M.P.H. 20 16'-9" 16'-11" 17-3" 1T-10' 110 M.P.H. 35 12'-8" 12'10' 13'-4" 14'-0" 120 M.P.H. 23 15'-8" 15'-9" 16'-2" 16'-9" 120 M.P.H. 41 11'-9" 11'11" 12'5" 13.2- 125 M.P.H. 26 14'-9" 14'-10" 15'-3" 15'-11" 125 M.P.H. 45 11'-2" 11'-4" 11'-11" 12'-8' 140 M.P.H. 32 13'-3" 13'-5" 13'-10" 14'-7" 140 M.P.H. 56 10'-0' 10'-3" 1010" 11'-8- 5"x 48"x 0.024"Roof Panel with R Value of 19.30 0 an Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'4)" Region Load NONE V-0" 2'-0" 7-0" 102 M.P.H. 17 20'-5" 20'-6" 20'.10" 21'-4' 102 M.P.H. 29 15'-8" 15'-9" 16-2" 16'9' 110 M.P.H. 20 18'-10" 18'-11" 19'-3" 19'-9" 110 M.P.H. 35 14'-3" 14'-5" 14'-10" 15.5' 120 M.P.H. 23 1T-7" 1T-8" 18'-0" 18'-7" 120 M.P.H. 41 13'-2' 13.4" +3'9" 14.6 125 M.P.H. 26 16'-6" 16'-8" 17'-0" 17'-7" 125 M.P.H. 45 12'-7" 12'-9" 13'-2" 13'-v' 140 M.P.H. 32 141•11" 15'-0" 15'-5" 16'11' 140 M.P.H. 56 11'-3` 11'-5" 11-11" 12'-9' 6"x 48"x 0.024"Roof Panel with R Value of 23.16 Open Buildings Enclosed Buildings Wind Applied Overtlang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" T-0" Region Load NONE 1'-0" 2'-0" X-0" 102 M.P.H. 17 22'-6' 22'-7' 22'-10" 23'-4' 102 M.P.H. 29 1T-3" 1T-4" 1T-8" 18'-3" 110 M.P.H. 20 20'-9" 20'-10" 21'-2" 21'-7' 110 M.P.H. 35 15'8" 15'10" 115-2- t6'10" 120 M.P.H. 23 19'-4' 19'-6" 19'-9" 20'-3' 120 M.P.H. 41 14'6" 148" 150" 15'-8" 125 M.P.H. 26 18'-2' 18'-4" 18'-6" 19'-2- 125 M.P.H. 45 13'-10" 13.-11" 140 M.P.H. 32 16'-5' 17'-6` 140 M.P.H. 56 12'-5" 12'-7" Notes: For Live Load+Dead Load requirements the following conversion applies. For panel span use'Room Projection'+'Overhang'(See drawings).Panel span under wind load is from attachment point on existing building to front wall add overhang desired to obtain total panel length. At�k Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT ALUMINUM BUILDING SYSTEMS P O BOX 4368,SOUTH DAYTONA,FL 32121 1107 North Thomas Road,Leesburg,FL 34748 TELEPHONE(904)767-4774 Telephone(352)787-7766 FAX(352)787-4517 FAX(904)767.6556 Florida 1-800-342-9077 National 1-800.874-0002 SEAL PAGE E@ COPYRIGHT 1999 Ep NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E 185 SECTION 7 SOLID ROOF PANEL PRODUCTS 0 N 12" MATERIAL: 0.019", 0.022", 0.028", 0.030", OR 0.036"3105 H-28 ALUMINUM ALLOY 12 00" x 2.50" SUPER PAN ® ROOF PANELS (PATENT # 4,9187898) SCALE: 1/4" = I" Allowable Spans for SUPER PAN I&Panels for Various Loads Royal Aluminum,Inc. Manufacturers Proprietary Products: Aluminum Alloy 3105 H-28 2-112"x 12"x 0.019"Panels Op en Buildings Enclosed BLill In s Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 7_0" T-0" Region Load NONE 1'-0" 2'-0" T-0" 102 M.P.H. 17 13'3" 13'-5" 13'-10" 14'-7" 102 M.P.H. 29 10'-2" 10'-4" 10-11' 11'-10" 110 M.P.H. 20 12'-3" 12'-5" 12.11- 13'-8" 110 M.P.H. 35 9'-3' 9'-6" 10'-1" 11'-0" 120 M.P.H. 23 11'•5" 11'4" 12'•1" 12'-11' 120 M.P.H. 41 8'-7' 8'9" 9'-5" 10'-5' 125 M.P.H. 26 10'-9" 10'-11" 11'•5" 12'-4' 125 M.P.H. 45 8'.2" 8'5' 9.1" 10'-2' 140 M.P.N. 1 32 9'-8" 9'-11' 10'-8" 11'-5" 140 M.P.M. 56 T-4" 7'-7" 8'-4" 9'-6" 2-1/2"x 12"x 0.022"Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'1" 2'-0" 3'-0" Region Load NONE .1'-0" T-V S-0" 102 M.P.H. 17 14'3" 14'-5" 14'-10" 15'-6" 102 M.P.H. 29 10'-11" 11.1' 11'-8' 12'-8' 110 M.P.H. 20 13'-2" 13'4 13'-9" 14'-6" 110 M.P.H. 35 9'-11" 10'-2' 10'-9" 1 P 7' 120 M.P.H. 23 12'-3" 12'.5" 12'•11• 13'-8" 120 M.P.H. 41 9'-2" 9'S" 10'7 125 M.P.H. 26 11'-6" 11'-9" 12'-3' 13'-0" 125 M.P.H. 45 8'-9" 8'-11" 140 M.P.H. 32 10'-5" 10'-7" 11'-2" 12'-0" 140 M.P.H. 56 T-10" 8'•1" 8'-10" 9'-11" 2.1/2"x 12"x 0.028"Panels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE 1'1" 2'-0" 3'-0" 102 M.P.H. 17 16'-1' 16-2" 16-7' 17'•2' 102 M.P.H. 29 12'-4' 12'•6- 12'-11" 13'-8" 110 M.P.H. 20 14'-10" 14'-11" 15'-4" 15'-11' 110 M.P.H. 35 11'•2' 11'.4" 11'-11' 12'-8" 120 M.P.H. 23 13'-10" 13'-11" 14'-5" 15'-1' 120 M.P.H. 41 101•4- 10'-6" 11'1' 11-11' 125 M.P.H. 26 12'-11" 13'-2" 13'-7" 14'-4" 125 M.P.H. 45 9'•10" 10'-1' 10-8" 11'7" 140 M.P.H. 32 11'-8" 11'.111 12'-4" 13'-2" 1 140 M.P.H. 56 8'-10" 9'-1" 9'-9" 10'-8' x1 xPanels Open Buildings Enclosed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'1" 2'•0" 3'-0" Region Load NONE 1'-0" 2'-0" 102 M.P.H. 17 18'-7' 16'-9' 17'•1- 17'•8- 102 M.P.H. 29 12'-9" 12'•11- 13'•4- 14'-1' 110 M.P.H. 20 15'-4` 15'•5" 15'-10' 16'-5" 110 M.P.H. 35 11'-7" 11'•9' 12'-3" 13'-0` 120 WPM, 23 14'-3" 8 14'.5' 14'-10" 15'•6- 120 M.P.H. 41 10'- " 10'•17- 1T-5" 12'3' 125 M.P.H. 26 13'-5' 13'-7" 1 14'•0" 14'•9' 125 M.P.H. 45 10'-310'-5" 10'-11` 11'.10" 140 M.P.H. 32 12'.1- 12'-3" 12'-9" 13'-6" r 140 M.P.H. 56 9'•2" 9'-4" 9'•11" 10'-11" x 12"x 0.0T6_"Panels Open Buildings Enc osed Buildings Wind Applied Overhang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" Region Load NONE V.W' 2'-0" 3'-0" 102 M.P.H. 17 18'-2" 18'-3' 18'-7" 191•11 102 M.P.H. 29 13'-11" 14'•1- 14'-8" 15'-2" 110 M.P.H. 20 16'-9" 16'-10" 17'-3' 17'-9- 110 M.P.M. 35 12'-8" 12'-10" 13'-3" 14'.0" 120 M.P.H. 23 15'-7" 15'•9" 18'-1" 18'-9' 120 M.P.H. 41 111•8" 11'-10" 12'-4" 13'-2" 125 M.P.H. 26 14'-8" -14'-10' 15'•3" 15'-10" 125 M.P.H. 45 11'-2' 111-4' 111•10' 12'-8- 140 2'8"140 M.P.H. 32 13'•3" 13'-5- 13'-10" 14'-8" 140 M.P.M. 56 10-.0- 10'•2' 10'-9" 11'-8" Note: Total roof panel width=room width plus wall width plus overhans7. MCI E= Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT U.S. HIGHWAY 441 EAST P.O. BOX 895008 P O BOX 4368,SOUTH DAYTONA,FL 32121 LEESBURG, FL 34789-5008 TELEPHONE(904)767-4774 TELEPHONE: (904)787-4000 FAX: (904)787-6031 FAX(904)767.6556 FLORIDA 1-800-342-3622 SEAL NATIONAL 1-800-874-9065 PAGE © COPYRIGHT 1999 190 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 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-14 or H-25 3"x 12"x 0.019"Riser Panels Open Buildings Enclosed Buildings Wind Applied Over ang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 1 2'-0" 3'-0" 4-0" Region Load NONE I 1'-0" 1 2'-0" 3'-0" 4'-0" 102 M.P.H. 17 10'-11" 11'-2" 1 1 V-8" 12'-6" 13'•7' 102 M.P.H. 29 8'-5" 8'7" 9'-4" 10'-4" 11'-7" 110 M.P.H. 20 10'-1" 10'-4" 110'-10" 11'-9" 12'-11" 110 M.P.H. 35 T•8" T-11" 8'-7" 9'9" 11'.1" 120 M.P.H. 23 9'-5" 9'-8" 10'-3`__11'-2" 12'-4" 120 M.P.H. 41 7'1" 7'-4" 81.1.. 9'-3" 10'-8" 125 M.P.H. 26 81-101, 9'-1" 9'-9" 10'-8" 11'-11" 125 M.P.H. 45 6'.9" T-0" T-10" 77-0 -17" 5" 140 M.P.H. 32 T-11" 8'-3" 8'-11" 9'•11" 11'-4" 140 M.P.H. 56 6'-0" 6'4" 7'3" 8'-6" 3"x 12"x 0.026"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhan Condition Wind Applied Overhan Condition Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" 102 M.P.H. 17 13' 11" 14' 1" 14'-6" 15'-2" 16'-0" 102 M.P.H. 29 10 8" 10'-10" 11'-4" 12'-3" 13'-4" 110 M.P.H. 20 12'10" 12' 11" 13'-5" 14'.2" 15'-l" 110 M.P.H. 35 9'8" 9'-11" 10'-6" 11'5" 12'-7" 120 M.P.H. 23 11'11" 12' 1" 12'-7" 13'-4" 14'-5" 120 M.P.H. 41 8'-11" 9'-2" 9'-10" 10'-9" 12'-0" 125 M.P.H. 26 11'3" 11'-5" 11'-11" 12'-9" 13'-10" 125 M.P.H. 45 8'7" 8'9" 9'.5" 10'-5" 11'8" 140 M.P.H. 32 10'2" 10'-4" 10'•11" M.P.H. 3"x 12" x 0.032"Riser Panels Open Buildings Enclosed Buildin s Wind Applied Over ang Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 3'-0" 4'-0" Region Load NONE 1'-0" 2'-0" 3'•0" 4'-0" 102 M.P.H. 17 15'-5" 15'-6" 15'-11" 16'-6" 17'4" 102 M.P.H. 29 11'-9" 11'11" 12'-5" 13'-3" 14'-3" 110 M.P.H. 20 14 2" 14'-4" 14'.9" 15'•5" 16'-3" 110 M.P.H. 35 10%9" 10' 11" 11'-5" 12'-3" 13'-5" 120 M.P.H. 23 13 3" 13'-5" 13'-10" 14'-6" 15-6" 120 M.P.H. 41 9'-11" 10'-l" 10'-8" 11'7" 12'9" 125 M.P.H. 26 12'-5" 12'7" 13'•1" 13'-10" 14'-10" 125 M.P.H. 45 9'-5" g'-8" 10'-3" 11'-2" 12'-5" 140 M.P.H. 32 11%3" 11'-5" 11'-t 1" 12'-9" 13'-9" 140 M.P.H. 56 8'-6" 8'-g" 9'4" 10'-5" 11'8" Note: Total roof panel width=room width plus wall width plus overhang. Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3"x 12"x 0.019"Riser Panels Open Buildings Enclosed Buildings Wind Applied Overhan Condition Wind Applied OverhangCondition Region Load NONE 1'-0" 2'•0" 3'-0" 4-0" Re ion Load NONE 1'-0" 2'-0" 3'-0" 4'-0" 102 M.P.H. 17 12'-9" 12'-11" 13'4" 14' 1" 15'-0" 102 M.P.H. 29 9'•9" 9'-11" 10'-6" 11'5" 12'-7" 110 M.P.H. 20 111-91, 1V-11" 12'-5" 13'-2" 14'-2" 110 M.P.H. 35 8'-10" 9'-1" 9'-9" 10'-B" 120 M.P.H. 23 10,_11„ 11'-t" 11'8" 12'6" 13'7" 120 M.P.H. 41 8'•2" 8'S" 9'1" 10'-2" 125 M.P.H. 26 10'-3" 10'6" 11'0" 11' 11" 13'0" 125 M.P.H. 45 7'-10" 8'-1" 8'-9" 9'-10" 140 M.P.H. 32 9'3" 9'6" 10' 1" 7-17-1 12'3" 140 M.P.H. 56 -777-- T 3" 8' 1" 9'-3" 10'-8" 3"x 12"x 0.026"Riser Panels Open Buildings Enclosed Buildings Wind Applied --- Overhan Condition Wind Applied Overhang Condition Region Load NONE 1'-0" 2'-0" 13'-0" 4'-0" Re ion Load NONE 1'-0" 2'-0" 3'-0" 4'•0" 102 M.P.H. 17 16'2" 16'3" 16'6" 17'-3" 18'0" 102 M.P.H. 29 17-4" 12'-6" 12711" 13'-9" 14'-9" 110 M.P.H. 20 14'-11" 15'-0" 15'-5" 16'1" 16'-11" 110 M.P.H. 35 11'3" 11'S" 1V-1 1 12'-9" 13'-10" 120 M.P.H. 23 13'-11" 14'-0" 14'-5" 15'.1" 16--Y 120 M.P.H. 41 7-575-- 10'-7" 11'2" —127-0 13' 1" 125 M.P.H. 26 13' 1" 13'-2" 731-87 14'-4" 15'-4" 125 M.P.H. 45 9'-11" 10' 1" 10'8" 12'9" 140 M.P.H. 32 11'-9" 11'11" 12'-5" 13'3" 14'3" 140 M.P.H. 56 8'-11" 9'-1" 9'-9" 10'-9" 11' 11" 3"x 12" x 0.032"Riser Panels Open Buildings Enclosed Buildings Wind Applied Over anq Condition Wind Applied over ang Condition Region Load NONE I 1'-0" 2'4" 3'-0" 4'-0" Region Load NONE i 1'-0" 2'-0" 3'-0" 4'-0" 102 M.P.H. 17 17'-10"1 17'-1 18'4" 18'-10" 19'7" 102 M.P.H. 29 13'-F_ 13'-10" 14'-3" 14' 11" 15'-10" 110 M.P.H. 20 16.8„ g16'-7;; 16'11" 17'-6" 19.4„ 110 M.P.H. 35 12'-5" 12'7" 13',1" 13'10" 14'-10" 120 M.P.H. 23 15'-4" 15'11" 16'6" 17'-4° 120 M.P.H. 41 11'-6" 11'8" 12'-2" 12'-11" 14'0" 125 M.P.H. 26 14'-5" 14'11" 15'8" 16'6" 125 M.P.H. 45 10'•11" 11'-2" 11'8" 12'6" 13'7" 140 M.P.H. 32 13,_0„ 13'8" 14 4„ 15'•3" 140 M.P.H. 56 9'-10" 10'_1„ 10'-8" 11'6" 12'-8" Note: Total roof panel width=room width plus wall width plus overhang. Lawrence E. Bennett, P.E. CIVIL ENGINEER-DEVELOPMENT CONSULTANT P.O.BOX 4368,SOUTH DAYTONA,FL 32121 TELEPHONE(904)767-4774 FAX(904)767-6556 SEAL PAGE © COPYRIGHT 1999 178 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E.BENNETT,P E �c oo o x tq :i•+� . 4f 2-� -('YPIC�tL. 'F'��4rn►Nh t�L14fJS -�E fo R UP9160 T 5PAr-14)6 5e� V►EU1 04cv Door N ro • ro AW I VR Foo-nW ~ 43 Fop, OVERH AN CGS �C :MD 5TH Hie ' 3X 17 J oP, boy�� SP H28 p�' 3 r J3 _,3" C-,Dm pos►-M flAT o2 ). 4S'x...024 CITY OF ATLANTIC BEACH APPLICATION FOR S5ER CONNECTIONS ACOOUNT NO. LOCATION LOT NO. BLOCK NO. / SUBDIVISION OWNER TYPE OF BUILDING ____,I/ MASTER PLUMBER DATE INSPECTED BY . I i CITY OF ATLANTIC BEACH APPLICATION FOR WATER CUMIN APPLICATION IS HEREBY MADE FOR WATER CUT-IN AT THE FOLLOWING ADDRESS FOR J 'UN/IT (S) CUT-IN CHARGE OF V'-- STREET NO. IAT / BLOCK SUBDIVISION �.t. ACCOUNT NO. MASTER PLUR4BER i MAILING ADDRESS DATE bl�^ y METER NO- DATE INSTALL-ED Ud fid' lrrck,r e.�L:vr, 0 d Y►� ke Yh V$c L` - DEPARTMENT OF BUILDING 4505 CITY OF ATLANTIC BEACH, FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date 10 / / 1980 r Valuation$ A7 AgA ou Fee$ 110- 14 This permit not valid until above fee has been paid to City Treasurer, and is subject to revocation for violation of applicable provisions of Lw. This is to certify that NeW Mei- C.n_ has permission to build a eiWle f arAly dwelling aaeor Angto-plan — submitted. ( NO similar dewlling 500' from each other.) Classificatio*t residential 7.one Owned by New Met ro Lot 12 Block _.1 S/D geag:p ay House No 501 Cliiper Ship Lane 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 �1 AFTER DATE OF ISSUE �----� ► O Building material, rubbish and debris -Zi from this work must not be plated in public space, and must be cleared up and hauled away by either contractor or owner. J I TL Bill avi i /41a/ray+ Building FOR OFFICE PERMIT DATE CONTRACTOR 1 fs ` I USE ONLY NUMBER ! ' { PLUMBING ELECTRICAL SEWER WATER FLORIDA MODEL ENERGY EFFICIENCY CVUt h" FOR BUILDING CONSTRUCTION 3 BOB GRAHAM SECTION 9 GOVERNOR'S ENERGY OFFICE GOVERNOR POINTS METHOD LEX HESTER.DIRECTOR PREPARED BY:BRABHAM KUHNS DEBAY-CONSULTING ENGINEERS ' �I Y PROJECT NAME CROWN INSULATION, INC. AND NUMBER 2903 Burke St. 904-387-5572 BUILDER [OWNER [Prepared By: STATISTICAL DATA ZONES FLOOR AREA ROOF R-VALUE HEATING SYSTEM TYPE 12ZVsgft R- 2 STRIP= [] HT.PUMP;❑ GAS= ❑ I OIL, ❑ 1 SOLAR, ❑ EPI WALL AREA WALLR-A4LUE HOT WATER SYSTEM TYPE q9/7Z. sgft FT-'/1 I JELECTRICQ HT REC.=[:1GAS, ❑ OIL= ❑ SOLAR.* ❑ A/C SYSTEM GLASS AREA WALL CONSTRUCTION NUMBER OF UNITS PER STRUCTURE EER- �� sq.ft. CBS= FRAMES 0 SING.FAM: DUPLEX= ❑ .TRIPLEX: E) OVER 3= C] THIS DATA TO BE SENT TO THE GOVERNOA'S ENERGY OFFICE ` TOTAL HOUSE POINTS CERTIFIED BY m-1 EPI- 17- 51 DATE Fewer total points mean greater ener ;ry-ingell lj2im= 1 ' SOLAR WATER HEATER CALCULATION NUMBER OF BEDROOMS IN HOUSE HOT WATER TANK CAPACITY ''� .••'`'• rs' TANK CAPACITY PER BEDROOM(=tank capacity:number of bedrooms) DCR OF COLLECTOR (daily collection rate in Btu's at 1220F,fromMfr.data) •:•ti:, DCR PER BEDROOM (=DCR-. number of bedrooms) '•`' HOT WATER POINTS (from table9c) Attach copy of collector rating certificate. Collector must be mounted within 300 of south. HEAT RECOVERY UNIT CALCUL TION NUMBER OF BEDROOMS IN HOUSE NOT WATER TANK CAPACITY '�.ti•� :. c ANK CAPACITY PER BEDROOM (=tank capacity . number of bedrooms) ^� :• HRU CERTIFIED RATING (in Btuh per ton) tiy4 • BACK-UP SYSTEM (electric or gas) �•� HOT WATER POINTS ( from table 90 Attach copy of HRUs rating certificate indicating outpA n Btuh/ton when operating--with r osed;AiC s• stem. B-1 FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION HOUSE POINTS CALCULATION FORM 900-123 ZONES-123 ol WINTER GROSS SUMMER GROSS INTCOMPONENT AREA WPM = p0 t TS COMPONENT AREA SPM SUMMER _TPOINT w RO-2.9 31,4 w RO-29 16.2 E- W Y R3-3.9 18.3. w Y R3-3.9 10.9 : V X U � Z of R4-5.9 1S.6 Z o R4- 5.9 9.9 -1 ov m R6aUP 13.1 J v co R6aUP q97 9, 2 1 0117Z QYm RO-10.9 26.1 _ Q Ym RO-{0.9 20.0 3 Q�w RII-18.9 2p�j 7.8 ��� � .2w O RII-18.9 25 9.2 ( (� crmw R19&UP 4s9l mmw R19aUP S.6 Aw co SOLID WOOD 247.7 oI I Co SOLID WOOD S7 36.4 13y7 O INSULATED R5 23S.S O INSULATED R5 14.S p STORM DOOR 124.4 p STORM DOOR 29.0 STORM DOOR R5 117.1 0 STORM DOOR R51 11.6 Aw U RO-10.9 63.4 v RO-10.9 32.9 QRII-18.9 8.3 Q RII-18.9 8.8 m R19-21.9 S.0 R19-213 SOS zR22-29.9 ?.20 4. 1 S p R22-29.9 127.0 S.0 {Q 1 ob Z R30aUP 3.3 ? R30aUP 3.7 -j >- R 0-5.9 63o'4 J m R0-52 32.9 1„v9v R6-7.9 ~14.2 W R6-T9 14.9 C3 Q R8-99 10.9 U u Q R8-9.9 11.3 w a RIO-11.9 9.2 o RIO-11.9 9.5 0 z R12-18.9 6.7 z ? R12-18.9 7.0 N v R19aUP S.❑ US R19aUP S.S S RO-69 15.S R 0-6.9 4.8 W O U 3 R7-10.9 6'.S v R7-10.9 2.1 a. R11-18.9 U#8 CC N M RII-18.9 S.6 a R19aUP 4s0I N Rig aUP 1.3 OO z RO-2.9 1964 z w RO-2.9 6.0 --� U R3-5.9 12.4 U w R3-5.9 3.7 li. w Z R6-10.9 9.3V- v R6-W 2.6 m zo RII-18.9 6.2 > o R11 189 2,2 p U Riga up 4.4 B-2 o v RI98►UP 1 '�' �RQ,' 10 `- " I I -IC• r :;{f::v-;ti5?,:r,;,.{.}•; ,,-,,,,,,"",.-.'I:r{: ............................ N' p ':x,:;.;,rf:i};;:}y ,r,,•r •{::, •:•%: ;fit;?.;?s; :...,1.:.%•:a::•:.•}:;•I% .;.y: R 3 5.9 1:290 S 's,.•::•:•;e of.�Y;.•:�r,;f: : t;ti,s.x;�:;:,. :: tti R. AREA SINGLE DOWLE WO F GWP OR. AREA SINGLE DOUBLE S 0 F G S P CLR. TIN.- CLR. TIN. N 157@4 120x8 N 146 123 120 101 NE 1S7*4 120.8 NE 221 186 190 159 E 1S7,4 1213,8 •q 11 E 289 242 251 209 .00 SE 157.4 120@8 SE 261 219 226 189 S 1 S 7.4 120.8 S 190 160 160 134 V1 157.4 120.8 �n SW 261 219 226 189 CO W f 157,4 120.8 .0I cr) W 289 242 251 209 A Q Nw 157 s 4 120.8 Q Nw 221 186 190 1S9 H 46. 4 79.3 H 489 408 432 360 V CD Hz HORIZONTAL GLASS (SK.YLIGHTSI FOR TINTED GLASS S.C.>0.83 SEE SEC.902.2(d) Aw 410L rAL GROSS WINTER POINTS gj5;5111 TOTAL GROSS SUMMER POINTS L�-7 1— 15 I"FIBERGLASS 5q 1.15 Q 1-•. W I"FIBERGLASS 1.15 'Sq 1.5"FIBERGLASS 1.12 ii 1.5 FIBERGLASS 1,12 O -j DUCT IN COND.SP 1.0 0 ® DUCT IN COND. SP 1.00 from table 9Ax I CSM from table 9B x .al 5`,-ao 4"w 4QW FLOOR AREA (DIVIDE)jWuQ4 _ 12,W 1 FLOOR AREA (DIVIDE) 'Sift T IZZp I 4E. WINTER POINTS (WP) . 1 SUMMER POINTS (SP) CREDIT POINTS CEILING FANS IMULTIZONE A/C ENTIL!!!!t OTHER TOTAL CP from table 9D NOT MORE THAN 10 TOTAL CREDIT POI PENALTY POINTS WaD.IN COND. SPACE INOPERABLE WINDOWS OTHER T O TA L PP from table 9E FORM 900-123 TOTALS ZONES-123 WINTER POINTS SUMMER POINTSk MTER POINT CREDIT POINTS PENALTY POINTS ` '• r ��"'•``"-"'�%"'"''''�%'''%' EPI FEWER TOTAL POINTS ARE ENCOURAGED FOR MAXIMUM ENERGY SAVINGS IF MINTER OVERHANG FACTORS(WOF 9F' SUMMER OVERHANG FACTORS (SOF) FEET N NE E SF_ S SW W NW FEE'r N NE E SE S SW W NW 0-.99 1,000,98 0.99 0,74 O s 71 1.82 0,93 1.0[1 0-29 1,0❑ ,OO 1.00 1 0019001,001,001 I-1.99 1.00 0,98 0.99 0.7 I-1,99 19 00 .00 D•99 0.98 0.97 ❑•98 0.99 1. 2-299 1#000,98 99 O s 76 2-2.99 .1•DO 9 s 94 D 9 92 0.91 0.92 9 3-3.99 • • 0• •81 Os •8 ❑• 4 is-Off3-3-99 1s00 ❑.95 s89 0.86. 0.85 Os86 s89 099 4-499 1.0010,98 0.99 ❑s 4 O,83 , 9 a-4s9 0.91 s 84 0.91 5-599 ,❑❑ 0.99 1.00 0.87 0.87 .92 0.95 1.0[1 5-5.99 1sO0 0.88 •79 ❑• 79 .76 0.88 6-6.99 ❑.99 1.0❑ ❑.900.90 .93 0.96 Z 0[T ' s-s99 D.99 ❑•85 ❑ 7 78 ❑ 7 .75 0.85 7-799 1 s 00 O s 99 1.OD 0.93 0 s 94 996 0.97 1900 7-7.99 0.99 .0 83 •72 0.70 0.77 0:70 9 72 D.B3 8-8.99 1.00 ❑ 9 8-899 O s 99 Os8l #81 9-9.99 1sO01s00 1sO0 ❑•970.98 s98 Os98 1sOD 9-999 1Os98 s 0s67 076 0,67 .68 Os79 10-10991.001.00 1600 Os 99 02 s99 0999 190 i0-101)9 .0998 0.77 •66 0.66 0.76 0,66 .66 0,77 IIEIUP 1• 1•❑O 1•❑D 1.00 ,s00 �� 1.L�0 Z.OQ II-11.99 ❑s97 0.76 •64 ❑•64 0.76 0964 • • I;, 1 p ❑.97 0.75 963 0.64 0.76 0.64 . , 9A HEATING SYSTEM MULTIPLIER (HSM) HEAT PUMP COP 2.0-2.19 2.2-2.3912A-2.5912.6-2.7912.8-2.99 3.0-3.19 3.2-3.39 3.4aUP HSM 0.50 0.,45 0.42 0.38 1 0.36 1 0.33 0.31 1 0.29 SOLAR HEAT - (1-%CAPACITY)X(BACKUP SYSTEM HSM) GAS HEAT 0.50 OIL HEAT 0.70 ELECTRIC STRIP HEAT 1.00 913 COOLING SYSTEM MULTIPLIER (CSM) EER 6.8-6.99 7.0-749 7.5-7.99 8.0-Et49 8.5-8 99 9.0-!)49 9.5-9.99 10.0-10.49105-10.99 11.0-11.99 12! P ELECTRIC CSM 1.00 1 0.93 0.87 O.E.t 0.76 0.72 0.68 0.65 0.62 0.59 0.54 GAS COP 0.40-0.44 045-0.49 0.50-054 0.55-0.59 0.60-0.65 0.65-0.69 0.708 UP CSM 1.50 1.25 120 1.09 1.00 .92 .69 Note EER•cooling mods COP x3.413=ARI rated cooling output in Btuh+total watts consumed. PGAS C HOT WATER CREDIT POINTS (HWP) CTR1C 9 11.0 MINIMUM CERTIFIED DCR 0 00 BTU PER BEDROOM AND 15 GALLONS STORAGE PER BEDROOM ir.• SOLAR MIMMUM CERTIFIED DCR OF 9POO BTU PER BEDROOM AND 20 GALLONS STORAGE PER BEDROOM 19s3 MINIMUM CERTIFIED DCR OF 12,000 BTU PER BEDROOM AND 27 GALLONS STORAGE PER BEDROOM 20 s 6 ASC HEAT MINIMUM CERTIFIED RATING OF 1500 BTUH/TON • RECOVERY MINIMUM CERTIFIED RATING OF 2500 BTUH/TON 15.1 UNIT Minimum hot water storoge tank with HRU-40 gallons Note,Dally collection rate (DCR)is measured at 122°F using FSEC Standard Florida Solar Day 9D SPECIAL DESIGN CREDIT POINTS ( C P ) 1U111INDOWS ILING FANS IN CONDITIONED SPACE-5 POINTS MAX. 1 PER FAN LTIZONING A/C(Zones must be separated by operable door.)-5 POINTS MAX.PER RESIDENCE 5 ON TWO OR MORE SIDES OF A ROOM(Excluding Inoperable or corner windows and bathrooms.)-5 POINTS MAX. I PER F A 9E SPECIAL DESIGN PENALTY POINTS ( P P ) WASHER 8 DRYER IN CONDITIONED SPACE. 3 MAXIMUM OPENING OF GLASS LESS THAN 4 0%OF TOTAL GLASS.AREA 5 B-4 SIMMS 'Au"mr; (Own at do Own xuuvsw-,� hyMns AAIUN 131ZIA ms war AO ."; XMIS m;mw1j-- 'Sus mmvw Us 1341� Smima NOIJBIS WK- F? mwmnw,� OW 4) MEMO Sminum fum Y) lyma m— man v? upaxisq; wo agn wood NCROAS 111112GO"I", ivottat gumn 1 POVIS aw inns Anumif— Vy"m Q mu" mv ms wammumW WrAn! Nmu VIS molvd— (Tisch S) S) Nmm yNowevy i"whK (symn Out, MA SPAKIN WC KIM 1111, Q Ov's all SO= manaw, HVICH 11311 t TOWN! STIONNI; VVE MOVIE A) 4151:1 CITY CF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT Date J a Q Location 3' d Plumbing Finn r �stQx Plumber City/County Occupational License No. State Certificate No. /01:M - D b® — L Builder or Contractor —A-kAlt (10 . Type of Building SINKS' �_SHOWEFZS ,;�-LAVATORY _ kATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS '--IASETS �4ASHING NIP,Ci1NE FIMR DRAINS OTHER �TOTAL,_ FIXTURE COUNT INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST SVT EDITION OF THE SOUTHER] STANDARD PLUMBING CODE. DEPARTMENT OF BUILDING PERMIT NO.��9 8 9 CITY OF ATLANTIC BEACH,FLORIDA j PgRBKT TO BUILD I THIS PEI!!k IT MUST BE POSTED ON JOB j Date MARCH 34 19 82 1 Valuation$ 300•GG Fee$ 7.50 7•afJ T 795(ICKT f This permit not valid until above fee has been paid to City Treasurer,and is a�1Ji (jf �1 subject to revocation for violation of applicable provisions of law. 4509 •U O L A i This is to certify that WILLIAM S. ELEAGER l l 4 C q 4/02/82 501 CLIPPERSHIP LANE, ATLANTIC BEACH, FLORIDA has permission to build INSTALL FENCE AS PER PLANS SUBMITTED' Classification SINGLE FAMILY Zone EA Owned by WILLIAM S ELEAZER Lot I Block 12 SID SEA SPRAY House No. 501 CLIPPERSHIP LAME According•to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS I AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 40 ♦--i O Building material,rubbish and debris -zi from this work must not be placed in public space, and must be cleared up and hauled away by er con. tracto r caner At, � ui ding Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER i PLUMBING i ELECTRICAL SEWER WATER FOR OFFICE USE ONLY Date.._--------------------------------19 ------ Permit *.......................Fee$........................ - CITY OF ATLANTIC BEACH Valuation $--•-------------------------------------------------- FLORIDA -•............................................FLORIDA House * -------------------------- APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure described. This application is made in compliance and conformity with the Building Ordinance of the City of Atlantic Beach, Florida, and all provisions of the Laws of the State of Florida, all ordinances of the City of Atlantic Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be complied with, whether herein specified or not. The Contractor or Owner-Builder who has been issued a Building Permit is automatically responsible to ascertain that all sub- contractors engaged by him are duly licensed in the City of Atlantic Beach, Florida. To prevent delay or embarrasment regard- ing intermediate or final inspections it is suggested that a list of sub-contractors be submitted to this office so that licenses can be verified. Date.... �1---•--•--..--------•-- -..C, Owner.-. ..L��\Y�3M--. .:-. ' ._. R ------------------...Address_5t.`--C_���l CSC ��. Telephone No.a�-y49 .S.y....... Architect...••.......................•--••-•-----•-•----•----- -----•------••--------------•------------Address-- ------.......-......•---------------•-•---...------•--..Telephone No---------------------------- ContractorBuilder............ .......... ------------------------_--------.......Address........-••..............................-----------------.Telephone No------------------------- Lot ..-------------------Lot No.......................... Block No..- -------- - .Sub Division._`. .. ._z ........................--------_- ---Zone �' :...._ ......------•-- --•----•----------- -------------Street--- ---- ...... 'Side Between--- --_- - ------t ------- and StR. k Valuation $-- :... ........For what purpose will building be used___ G'. _.........-_Type of construction.L f.t�-::'..------------------- _...DDimensions imensions of Building_ -.-.._...Dimensions of Lot- _......................_........_...--..._.--......Size of Footings........................-._......-._ Size of Piers..•---.-----.....------------------Size of Sills------.-.-..-- --- ._ -----....Greatest Sill Span in ft...........................Type Roof...----•--._..--.-------------.---.--- How will Building be Heated?...................................................._--_---.--Will Building be on Solid or Filled Ground?------..--------------------.-..-------- Size of Ceiling Joists------- ---------------------------, Distance on Centers.............................------•--------, Greatest Span.---••---------•.......................... „ Size of Floor Joists............................................... Distance on Centers- ....... .- ----- ------------., Greatest Span-------------------------------------------- of Size of Rafters.---------.-------- ---_------...._- .......... Distance on Centers _._ .... ............................. Greatest Span-------------------------------------------- -- This This rectangle is to represent the lot. APPROVED Locate the building or buildings in the CITY OF ATL,NTIC BEACH right position. Give distance in feet from BUILDING OFFICE all lot-lines and existing buildings. REAR LOT LINE Two copies of plans and specifications shall MAR 3 019P be submitted with application. Inspections required. 1 1. When steel is in place and ready to pour footing. �,..� W R v Eg'�t�CEI W 2. When steel is in place and ready to pour columns an or lintel. Z Z 3. When steel is in place and ready to pour beam. .a O `A 4. When framing is completed. 5. When rough plumbing is completed,and ready to cover up. W A W 6. When septic tank drain field or sewer is laid but before it is covered. 7. Electrical inspection by City of Jacksor.ville. m (/• ,. 8. Final inspection. Note: In case of any rejection,re-inspection MUST be called for after corrections are made. FRONT OF LOT In consideration of permit given for doing the work as described in the above statemerrt, 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 building regulations of the City Aofj Alat' Beach.�/� i/� Signature of Builder Address.- Signature of Owner........... ...................................... ------- Address...........l..-L•----•-•---.....-...--------.....--------......-•------<.............../.....-..-•_---`..' .. i { �- nCTU, Ui� t hlrg� o0 �.. � rn o _ O IL o U 1� A OD I 1 r�ati ,, gy C4pp 9"'0� j __. _ . S�`-=•4SP�?A y r AS IN f�LAI r LOT 2 ' or, --s r IO J, o --- --- cv - t t 4 V c S � � � � v �S` o /PP,�R Su/P LANA DEPARTMENT OF BUILDING11 4522_ CITY OF ATLANTIC BEACH. FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date Octal--r '24 1921._ Valuation$ PlAwhing Fee$9.00 This permit not valid until above fee has been paid to City Treasurer, and L subject to revocation for violation of applicable provisions of Lw. This is to certify that Don Harris Plaumbing Co. ,Inc. has permission to 11 M install J gink,2 lsiva ori _s,l bath tub.2 closet8. 1 shower,l water heater,l washing machine. Classification Resitial zone Owned by New Met CO �t 12 Block---I— S/D Seaspray House No 501 Clipper S#ip Lane 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 �t AFTER DATE OF ISSUE 0 ► 0 Building material, rubbish and debris Z from this work const not be placed in � public apace, and must be cleared rep and hauled away by either or owner. 3s0UCK'T Bi 1I'-j,'rpavls101`4/U0 's:� j B.fi�figf°f�'3't It/ 'ul FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER PLUMBING ELECTRICAL SEWER WATER tis_ h' t � P8R$844 .� - ✓ ., t?EPWMENT OF BUILDING OF.ATLANTIC BEACH A``ICII EdFaR"tION, Permit 'Num r." ilk SETA Address, SCIi CIrIP�]�RSH�� LANA P Permit Type:,MRCIOMIC41, ATLANTIC 88ACR"f FLORIDA 3223,3: ;. Class of: 'gork;ALTERATION _ . .. 4 OAL DRSORIPTIO . �.....-;:... " Constit Type=MOOD FRAME Block: 1 LotK Twp: CI Proposed osSINGLE;FAMILY Section: 8" Subdr Rngr; 0 Dwe. lirigs"« 4 Subdivisia : 8'si . VaY ue,' 0.00 Improv. Cost : 0 .00 % Total Pit 25.00 Amount to - A"LICATION FEE a LASE, IT 25 KflD Adder ) � 7e VLC I DA � , Pho . fi 2' RMATI 'Name: P ND Ai l IQ M ,„rvmaiaun �""n resucw'n.'+ a MzwwE t � Sr3 RD.S ACS " Pt':3,217 Li, � . R p. :5/31/19 7 T NOTES: F NUTICE ALL CtMtCRI R AS AND 1360TINGS MIDST BE IN l DAE P'GEt, PERMIT VOID SIX MONTHS AFTER DATE OF ISSUt WILDING MATERIAL,RUBBISHL AN, DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE' A O MUST CLEARED UP AND HAULS , AWAY By EITHER CONTRACTOR OR OWNER T j 0 COMPL 'y 'WITH T AN HE, MECHANIC'S LIEN *1► THE PROPERTY WNE0.1 1 IN "' ICE FORTHE �3t t1:0 f P t ISSUEfl ACCORDINGTO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOGAT VIOLATION OF APPLICABLE"PROVISIONS OF LAW. tDltl�1 ATLANTIC BEACH BUILDING EPAITi` ENT : Name of M4cAatrctl �rttkttN►t CtMrtt of (Mat) �+� �` C--� Moose Ntsi4 tI JO 11�S t Moloolr O.wtt S y"teft of Gwatr Silatture of or Aw"ir/ Agent AttAiltet or Eaytattr 111. 61EJiE1RAL PPODAATM A- T"w of jog"W. e• Is OTHER cONsrRNCTtON e[IN4 OON[ON G� �NMCMit TNII< BUILDING OR SIT[? O Cm—O v O N.hrrel O C.xM.I Utlplir if r[s. Otv[NIIMe[R Or OOMfTIWCTION O of PEWIT O 00,w IV. 6O CKOUCAL 111WO Pff TO K PWALLMD NATURE OF WORK I , a+glele tri of cewpMeob en tree!of Mi,hm) X Residential or O Commercial , lK e t O Spee O fleceeesil 0-'Coo*W O Ater ❑ Now wading jr Air Coodvtiooi : Cl Rom A C*m A -C--Existing 1widing O O.ct Sre1m: M •• i_ J2"Ripiscement of existing system Mttiwrw. � �t�► ❑ New installation(No system pievlously Inata". O ❑ Extension or add-on to existing system O Outer—Specify O c«+»s lower. C.p.cAy w� O Cr. epr9at14n: Newibr of be*& ..� O tierwner O MeeRA O se--r-'" I A i TiNf TACE AOR ONwCi itsi!ONLY O Gweste��— ... (sewi.•1 IEee.l.erj LPG O MAW pee«ws weer O telae hued Appos a bV6 s-t- Q ower—• spa* hrtell pft-. .� UlVr ALL ZQtJ PMZNT AIR CONDfT OMM AND REPRICARATION EQUVMDff 7rlast#et V>Ws311eM1l�tlelttMtr t MATM • PURNACM IIOt Y-M t?UMMACU IitMaieertTdti ids�eetl�tis� )W�s!>IlVtrre! ttVMY TAM >M!tarty NormaO`�I;TRT hvi! l/asM all saw No.. �(ietttRtetla+ee